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RC-05-1281 ■ ■ Cert�f�cate of Occupancy F Y ` Miami Shores Village + 5 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in $� # compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: - Permit Type Residential Construction Bldg. Permit No. RC -12 -05 -1281 1 I -` Owner MELINDA REESE Contractor HOME OWNER � > Subdivision /Project <NONE> Date Issued 03/17/2010 Construction Type ADDITION Occupancy Single Family r 960 NE 97 Street Miami Shores FL 33138- R �� Location � m 1�m� , Building Officia pproval Norman Bru n, Not Transferable y.. r i �OR1DA POST IN A CONSPICUOUS PLACE S .• � ! YJ Miami Shores Village t 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 12/412006 Expires: 06/02/2007 Permit Number: RC -12 -05 -1281 Owner's Name: MELINDA REESE one: Permit Type: Residential Construction Parcel #: 1132060143160 Work Classification: Addition Block: Lot: Job Address: 960 97 Street NE Section: PB: Miami Shores Village, FL Contractor(s) Phone Primary Contractor Total Square Feet: 958 HOME OWNER Yes Total Valuation: $ 75,000.00 Additional Information PERMIT # Type of Construction: ADDITION Occupancy: Single CONTRACTOR: ®l� Stories: 1 Exterior: SUBMITTAL DATE: Front Setback: NA Rear Setback. NA PROJECT TYPE: � J Left Setback: NA Right Setback: NA Bedrooms:2 Bathrooms:1 Plans Submitted: Yes Certificate Status: Certificate Date: 12/20/2005 Additional Info: ZONING` / ` FIRE Bond Return: Classification: Res RUCTURAL IMPACT FEES In consideration of the issuance to me of this permit, I RA 7.G�y covered hereunder in compliance with all ordinances thereto and in strict conformity with the plans, drawings, " submitted to the proper authorities of Miami Shores Villag assume responsibility responsibility for all work done by either mys LE TRIO L HRS /DERM employes. I understand that separate permits are r _ PLUMBING, MECHANICAL, WINDOWS, DOORS, R J POOL work. r D OWNERS AFFIDAVIT: I certify that all the foregoing info NOV all work will be done in compliance with all applicable la and zoning. Futhermore, I authorize the above -named F stated. IMEC NI AL BI-D #OW j Fees Due Amount Invoice Number Amt Due Amt Paid Bond Type - Owners Bond $300.00 RC -12 -05 -23302 $2,734.83 CCF $45.00 Total: CO /CC Fee $150.00 DBPR Surcharge $4.79 �\� PAID Education Surcharge $15.00 Notary Fee $5.00 Permit Fee - Additions /Alterations $2,250.00 Plan Review Fee (Engineer) $50.00 Plan Review Fee (Engineer) $50.00 Radon Surcharge $4.79 Scanning Fee $54.00 Submittal Fee ($250.00) Technology Fee $56.25 Total: $2,734.83 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. FDA ' �� l� `_ '� �O■ - � I e RECEIVED FROM 1 DOLLARS i1 QFOR REN>�j ae �,� U ' °7°7 1 O ACCOUNT FRO CASH PAYMENT HECK T QMONEY ly — — BAL. DUE ®i P"Ii ► C1 �o Miami Shores Village 14 i , O If p� Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �`� Tel: 305 7952204 . ( ) Fax: (305) 756.8972 VO I C rnCA BU DIN fE C F w p P Permit NOR PERMIT APPLICATION DEC SO I Jaster Permit No. FBC 2001 Permit Type (circle): Building Electric Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 11> + Me.lA04 REWSE Phone # 305 157 +303 Owner's Address RHO IJE 17 sr' _36(40- ZS ► City M1 q'. 614ple" State ROK104 Zip 33131 Tenant/Lessee Name Phone # Job Address (where the work is being done) gb0 N E R'I Sr City Miami Shores Village County Miami -Dade Zip 5 31 It$ . Is Building Historically Designated YES NO — )— Contractor's Company Name 0!0 pm I Bau-D ea Phone # SattM,e Contractor's Address City State Zip Qualifier State Certificate or Registration No. q Certificate of Competency No. Architect/Engineer's Name (if applicable) J I i A SM t n4 Phone # - 30 5' 8 R 2' b ro 9 p $ Value of Work For this Permit Square Footage Of Work: _ Q$� SQ; 'd'�• Type of Work: Addition ❑Alteration []New ❑ Re air/R lace p ep El Demolition Describe Work: VULM D14T TWO R oo KS . ja • latc li4d e, 2 be wwoo 4rtd a .misl # 'f'bta 0*4er lb n a -Wavily romm Place a roo� over W G1�1 l % g `,. O1✓? la1 v 4:=-X -7-71 ****************************Fees, F ��, �� ,��,� *,��,� *�,a� +�,� *�,�� Submittal Fee C Permit Fee $ , 0 �- " • CCF $ "' CO /CC Notary $ - Training/Education Fee $ 5° Technology Fee $ Scanning $ Radon $ 7 q + 4:7 Zonin Bond $ V. _��& Code Enforcement $ Structural lan R� iew. $ F' �D• av a �/06 oa Total Fee Now Due $ (Continued on opposite side) t f 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, BEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAW r- 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 9 44A. / fir. Signature #Wner or Agent Contractor The foregoing instrument was acknowledged before me this Z0 The foregoing instrument was acknowledged before me this 20 �� . 20 ___' b y who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTA Y UBLIC: NOTARY PUBLIC: Sign: X Sign: Print: n Z Print: My CR4sion Expires: Sion # DD'476455 Fxp3res• SER 27 My Commission Expires: nde ��R APPLICATION APPROVED BY: 3 2� Ob Shwa- Plans Examiner ` ` 6 Engineer Zoning chc 45/13/03 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ltt Inspection Date: 04/20/2007 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Spot Survey Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE I Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE TWO ROOMS 8 7 y Inspector C mments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, April 20, 2007 Page 1 of 2 VILLAGE OF MIAMI SHORES + BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE .STATEM ENT being the legal property owner, for the property Located at: S 6 0 —j E7 T-7 Legally described as L®-S 3++ 2LD CI::� 77 - Se - &4 - n o . 3 f 8 Ib - -?7, 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),gnd I have read and understand the following disclosure Statement, which entitles me to' arork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that 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 or a farm out - building. ! 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 completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that 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 FZ.C.A. and frith- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk Tlid foregoing instrument Was acknowledged before me this day of . 20 B 1`� f W N personally known to one or. who has Produced as identification and who did take an oath. Owner Notary - -- NOTARY puBLIC4 TATS OF FLORIDA Yorlehy Hemandez Owner * CORMISSIOn # DD4 6 7 455 Bonded 17uu ire a s ntic � 27; 2009 Bond Co., Inc. t y � oRE S �? ! l.,. nwM GGGmi S 40rej Vi 10050 N.E. SECOND AVE. ORYAp' MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 n PLANNING AND ZONING DEVELOPMENT ORDER PZ06- 0223 -4 960 NE 97 Street Whereas, the applicants Sidney & Melinda Reese have filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 604, addition to the rear of the existing house and a new front entry porch. Whereas, a public hearing was held on February 23, 2006, and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing. Additionally, the applicant must, satisfy all applicable Miami Shores Village codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, the minimum floor level, meet the parking setbacks and provide a copy of the development order to the Building Dept. A motion to approve the application with conditions for an addition was made by Mr. Sastre and seconded by Mr. Abramitis was passed and adopted this 23` day of February, 2006 by the. Planning and Zoning Board as follows: Member Sastre Yes ;'l rman Fernandez Yes Member Abramitis Yes e ber Ulmer Yes Date rman, PI ng and Zoni 9-jr,o6_ ygoees � M-iami SLreJ Villaae 10050 N.E. SECOND AVE. �LORIDP' MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 PLANNING AND ZONING DEVELOPMENT ORDER PZ06- 0223 -4 960 NE 97 Street Whereas, the applicants Sidney & Melinda Reese have filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 604, addition to the rear of the existing house and a new front entry porch. Whereas, a public hearing was held on February 23, 2006, and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing. Additionally, the applicant must, satisfy all applicable Miami Shores Village codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, the minimum floor level, meet the parking setbacks and provide a copy of the development order to the Building Dept. A motion to approve the application with conditions for an addition was made by Mr. Sastre and seconded by Mr. Abramitis was passed and adopted this 23` day of February, 2006 by the Planning and Zoning Board as follows: Member Sastre Yes Chairman Fernandez Yes Member Abramitis Yes e ber Ulmer Yes oef Date airman, Pl 'ng and Zoni 05/10/2006 11:55 MIAMI SHORES UILLAGF 4 97663152930 NO.539 17001 Miami Shores Village Buildmg Department 10 , o �v 10050 N_E:2nd Avenue, Mh hores Florida •33138 Vo y � - � o 1 Tel: 7952204Faac(305) ?56 8972 ! ..� BUILDING P�naouit No ' P ERl%M APPLICATION .' • : ter �'e�mit.No. FBC 2001 M..��..' .Permit Type. (circle): pis ding •'El tri P3nm�bfmg . mpeboicsl. Roofing i Ovi►ber's'Naine{Fee Sitaple Titleholder)' S 04". E£ ' '•.. Phone:: .: 3aS 67 .4 3 Owiaer's Address AD ` t�L ::9Z Sf• Cit . S1 taiZ65 Site =i cAP D4 . . Zip : 2•i is Tenanr/Lessee.Na�aie ' • • � • Plac�ne # •: '' • . Job Address {where the work is, being done) .City • A&ML&LOres Village Cotuipy ls Building liistoricaliyDcglgnat�; '' NO '• Contractor's, Company Nmne lug •tt..D 02 Contractor's• Address City gam • ZIP Qualifier State Cestiscate or Itegistrdtion No: Ceracate of compe ary No. ArchitectlEngi 4ces Name (if applicable). JAM SML iris :P7i one# *or Sft- 4 . 1 S Value of Work For this Permit Sgnare Footage Of Work: Type of Work: ' ' I�Addrtloa C1Alterdtioa New ' • `' : ' place ' ❑Demolition Describe work: t�%T . 7 t we : 32oo MS Q bs i'Dd's't1'.' O'TnGr 1"t G J �! ills .. 1'OWI Subr�alittsl•Fee $ • lil./ ,Permit Fee'$ CCF $ • . ' • CO /CC Notary $ Traiainglncatr"on Foes •Technology F•� $ Scanning S Radon S Boind'$ Cede Enforcement $ Sttnctniid14= Renew; S_� ;� 'd" D,a�v ' ¢ . �/06 • Gd . T tal Fee Now Due $ (Conti need- on' opposite •side) : d. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -3720 P Number: RC -12 -05 -1281 Scheduled Inspection Date: March 16, 2010 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final Building Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 NE 97 Street Miami Shores, FL 33138 - Phone Number Parcel Number 1132060143160 Project: <NONE> Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE TWO ROOMS LETTER FOR EXTENSION OF THE PERMIT BROUGHT BY OWNER ON 04/23/09. OK TO EXTEND PERMIT 60 MORE DAYS. NB Inspector Comments Pas 011 ' / Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 15, 2010 For Inspections please call: (305)762 -4949 Page 22 of 23 ace 1L - ® 5 ` of Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL C L Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -87396 Permit Number: DS -6 -08 -1099 Scheduled Inspection Date: February 24, 2010 Permit Type: Driveways /Sidewalks /Slabs Inspector: Bruhn, Norman Inspection Type: Final Owner: REESE, MELINDA Work Classification: Addition /Alteration Job Address: 960 NE 97 Street Miami Shores, FL 33138- Phone Number Parcel Number 113206014316 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE EXISTING (ASPHALT) TO BRICK Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 23, 2010 For Inspections please call: (305)762 -4949 Page 33 of 34 DEPARTMENT OF PLANNING AND ZONING IMPACT FEE RECEIPT PROCESS #: B20051101281.0 BATCH: COLLECTION NO.: 75997 FOLIO #: 1132060143160 SITE ADDRESS: 960 NE 97 ST FEEPAYER: REESE, SIDNEY DATE: 05/10/2006 960 NE 97 ST MIAMI SHORES FL 33138 FEE DIST. CAT. CATEGORY UNITS FEE EXTENDED TYPE ID CODE DESCRIPTION AMOUNT AREA 1.0 5002 00 UNIT SIZE (SQ FT) 1,530 0.9180 13404.54 TOTAL AMOUNT DUE: $1,404.54 PAID CHECK: $1,404.54 PAID CASH: $0.00 IFSRP_0005T �g�w Inspection Worksheet Miami Shores Village nn ISM 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 - 8972' , v� d woo W" i Inspection Date: 02/11/2008 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Rough Owner: REESE, MELINDA Work Classification Addition /Alteration Job Address: 960 97 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER BuIlding Department Comments ELECTRICAL WORK FOR NEW ADDITION BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATROOM THE OTHER TO INCLUIDE A FAMILY ROOM PLACE A ROOF OVER A PATIO JOINING THE TWO ROOMS d��Tf✓� L Inspector Comments 'PP L l Passed cc �f kP'W 9 A/' Failed `/ p El /Z )9 4( V/ Correction r� /2 OAO* Needed � / Re- Inspection Fee � � ( ($75) � �° f}cl rem )y No Additional Inspections can be scheduled until�� re- inspection fee is paid. �t✓ ,� Friday, February 8, 2008 Page 1 of 2 I. . Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12110/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type' Slab Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Buliding Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE TWO ROOMS ® ®� Inspector Comments Passed cc 'S14A Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, December 7, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village �cae II 9_ arn� y 10050 N.E. 2nd Avenue Miami Shores, FL �SNres N so FtOR Phone: (305)795 -2204 Fax: (305)756 -8972 L pection Number: INSP -3703 Permit Number: RC- 12 -05 -1281 Inspection Date: 1012912007 Permit Type: Reside 11 Construction Inspector: Grande, Claudio Inspection Typ eathing Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE e� ® ®� TWO ROOMS L� Inspector Comments Passed m" Failed a Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, October 25, 2007 Page 2 of 2 IN - Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL . . . . . . . Phone: (305)795 -2204 Fax: (305)756-8972 Inspection Date: 11/01/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Slab Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE NOV 0 12007 TWO ROOMS spector Comments Passed SLAB FOR FRONT PORCH scheduled by MLD Failed Correction Needed ❑ Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Wednesday, October 31, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ' Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09124/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Footing Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE TWO ROOMS ® ®� -!� Inspector Comments Passed c c THE FRONT PORCH. c Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, September 20, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OKA Ar Inspection Date: 09/24/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Window Door Attachment Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE TWO ROOMS Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, September 20, 2007 Page 2 of 2 _AIL Inspection Worksheet s 4 1 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 .:::::; .:.::.::.:::::::.: x.:.::.::.:::::::: trr' f>'::::::::::: :::;::::::r::::: ; „:::a: ;::::::: r: S:;:i::f::::: i:;:::ii:i;:;:;:rr::::r :f:• >::4:::t:.:'::: s::::i::s:::::::'.::: .:6t1E: tip:: 1��I��`•»•.:. k�. �' w'•” �`..::.' �..•. •�..'.�'....'•�. Inspection Date: 10/16/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Framing Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM TWO ROOMS PLACE A ROOF OVER A PATIO JOINING THE ® ®� l Inspector Comments Passed - Failed Correction - Needed Re- Inspection Fee ($75 No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, October 15, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL . . . . . Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 08/03/2007 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Roof Sheathing Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER uilding Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE TWO ROOMS AM 0 6 2007 Inspector Comments Passed 0 0 7 Failed E:I_ Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Thursday, August 2, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 1 Inspection Date: 08/03/2007 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Roof Trusses Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE TWO ROOMS AN 0 6 2007 Inspector Comments Passed L 3 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, August 2, 2007 Page 2 of 2 Inspection Worksheet • Miami Shores Village fill r .....- 10050 N.E. 2nd Avenue Miami Shores, FL ORIP Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP -3711 Permit Number: RC -12 -05 -1281 Inspection Date: 08/28/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Window and Door Buck Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE TWO ROOMS Inspector Comments Passed my Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, August 27, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 `,y c A k Inspection Date: 0810812007 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Footing Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE TWO ROOMS G 0 8� 2007 Inspector Comments Passed [in p®rta"�.t Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid Tuesday, August 7, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.22 Fax: (305) 756.8972 BUILDING c 150JC- = �-o� � z f _ Permit No. � o f PERMIT APPLICATION Master Permit No. 12 - ® 5 12 9;, 1 FBC 2004 Permit Type (circle): Buildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) _�� = s Z� Phone # 305 7 9 7 + Owner's Address _ fry1� �'7 Sr� City f l Att �' iLe State Zip a3 t - 3 1 29 Tenant/Lessee Name Phone # 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 tiJtt d2 L !,� Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square I Linear Footage Of Work: Type of Work: 1111 5ition ❑Alteration ew El Repair/Replace ❑ Demolition Describe Work-.- Submittal Fee $ Permit Fee $ ®� CCF $ CO /CC Notary $�--- Training/Education Fee $ Technology Fee $ Scanning $ N Radon $ . DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review.$ Total Fee Now Due $ c I 1 fmc,, See Reverse side i 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 Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 ___, by day of , 20 _, by , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/MJO6) —N.R—. Q-7th— STREET— Lq Irj ASPHALT N.E.nl� 97th STREET lisr gez 50' PAVEMENT C:" 2 1, rl 1 EIP Lni Lol 50' GRASS AREA 7 FD. (p_ 11 12 13 - IF 5 .CON. W 100 A m , O - FO IL 10 14 " ' C IP4 17' 50'. 1 50" 9 a 30 Z M _ cp Ln rn W) rn in N.E. 96th STREET 3 . 3' C ALL 21.4'V. PLANTER LOCATI 1 f g 12.14' /c )n � V, VER 26 4:X 0.1' CLR SCALE: 1 13' 20.8 SURVEYOR'S NOTES: LEGEND: ;5z OPP,? (1) ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC AC = AR CONDITIONER VERTICAL DATUM, 1929. (N.G.V.D.) C3 RESI EN ALUM. = AWMINUM q NO. 9 C) C.B.S. - CONCRETE BLOCK STRUCTURE K 7 L D L Ln CONC = CONCRETE L EGAL DESCRIPTION: IF = CENTERLINE LOTS 3 AN 4. BLOCK OF CL = CHAIN LINK (FENCE) "MIAMI SHORES SECTION NO. 3" 11.76' 68.6' 19.64' CLR. = CLEAR ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT P = EDGE OF PAVEMENT PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, BEING .001 21.65' 9 = FOUND SITUATED IN THE VILLAGE OF MIAMI SHORES. FLORIDA. w '.00 - 3 AC IP = IRON PIPE ' L) ALUM X bi L AND SURVEYOR BUSINESS ' LB = OVHD. - OVERHEAD S URVEY ORS CERTIFICATION RQPP� sq 04 L) P = PROPERTY LINE '20' cli Ril = REGISTERED LAND SURVEYOR No. WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRUE AND = C.) STAMP b)k ECK WD. WOOD CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND PLATTED UNDER MY DIRECTION AND THAT THIS SURVEY 21.1' I COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND GRAPHIC SCALE; SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 61G17-6 FLORIDA 3.0'. 129' 90' 0 10 20' 60, ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. (POOL 6.0 - - NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. c%l r--: POOL SCALE: 1 INCH = 20 FEET 04 PAD - 5 . THERE ARE NO ENCROACHMENTS UNLESS SHOWN HEREON. PAD 0.1' CLR SKETCH OF SURVEY P' - A.R. TOUSSAINT & ASSOCIATES, INC. 5' D. EEZ c:l FmlQ) IP sn, Poif A. R. TOUSSAINT ASSOCIATES, INC. -- — — — — — — ----- - - - - -- to — - LAND SURVEYORS 0 FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB-273 NI-10. WIRES 1!i- ALLEY ASPHALT PAVEMENT c7i 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 BY: 6�_4� PRES. ORDER No. 13737 DATE: MAY 5, 2005 ALBERT R. TOUSSAINT REF. ORDER No. 11659 SCALE: AS SHOWN 1111;733I5T�ERM I'%_VlErlf FB: 453 PG. 2 REGISTERED LAND SURVEYOR NO. 907 STATE OF FLORIDA REVISED: JANUARY 10, 2006 PATIO LOCATION FLORIDA CERTIFICATE OF AUTHORIZATION LB-273 DEVELOPMENT ORDER PZ06- 02234 960 NE 97 Street Whereas, the applicants Sidney & Melinda Reese have filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 604, addition to the rear of the existing house and a new front entry porch. Whereas, a public hearing was held on February 23, 2006, and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing. Additionally, the applicant must, satisfy all applicable Miami Shores Village codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, the minimum floor level, meet the parking setbacks and provide a copy of the development order to the Building Dept. A motion to approve the application with conditions for an addition was made by Mr. Sastre and seconded by Mr. Abramitis was passed and adopted this 23` day of February, 2006 by the Planning and Zoning Board as follows: Member Sastre Yes Chairman Fernandez Yes Member Abramitis Yes Member Ulmer Yes Date Chairman, Planning and Zoning Bd. r CHELE MELLIMEN TES, INC. MIAMI SHORES VILLAGE PLANNING & ZONING STAFF REPORT DATE: February 23, 2006 SUBJECT: LOCATION: 960 NE 97 Street APPLICANT: Sidney and Melinda Reese OWNER: Same ZONING: R -20, Residential EXHIBITS: Planning report and site plan Background The subject property contains a single family detached structure with ancillary improvements. The applicant proposes an addition to the rear of the existing house and a new front entry porch. This application is being heard by the Board for site plan approval. Analysis The proposed rear addition meets all applicable Code requirements. The addition will satisfy minimum yard requirements of 10 feet in the side yard, 15 feet in the rear, and at 20 feet tall, is under the maximum height restriction of 30 feet for the R -20 zoning district. The rear addition is designed to tie into the existing structure to match the existing architectural design while providing a new updated look. The new front entry porch also meets all applicable Code requirements for height and setback as it will match the existing roof height and does not extend past the existing garage. It will be constructed of concrete covered with tile and three brick steps will lead up to the porch. According to the front elevation provided by the applicant, the proposed front entry porch enhances the existing house and is generally harmonious with the surrounding neighborhood. Recommendation Planning and zoning staff recommend APPROVAL of the proposed site plan with a finding that it is generally consistent with the provisions of the zoning code and harmonious with the community; however the Planning & Zoning Board may recommend further conditions, deny the application, or table the item for future consideration. 6555 Nova Drive ' Suite 305 ' Fort Lauderdale, FL 33317 ", 954 -475 -3070 ' Fax: 954 -475 -9550 ' www.mmaplanning.com Inspection Worksheet Y Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �HiB tN� fi�o�vA Phone: (305)795 -2204 Fax: (305)756 -8972 1! nspection Number: INSP -369$ Permit Number. C -1 2- 05 -1 281 Inspection Date: 03/27/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Slab Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATROOM THE OTHER TO INCLUIDE A FAMILY ROOM PLACE A ROOF OVER A PATIO JOINING THE TWO ROOMS BAR 2 8 2007 L 11 '7 Inspector Comments Passed Failed C Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, March 26, 2007 Page 2 of 2 r� oar Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 �I€xn.l�tt�be Inspection Date: 03/29/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Tie Beam Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE TWO ROOMS BAR 3 0 200 Inspector Comments Passed OWNER SAID IS IS A MINI TIE BEAM AT THE EAST SIDE OF THE PROPERTY. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, March 28, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village -----� 10050 N.E. 2nd Avenue Miami Shores, FL �LORav� Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -41 522 Permit Number: RC -12.06 -1281 Inspection Date: 03101/2007 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Footing Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Project: <NONE> Parcel Number 1132060143160 Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATROOM THE OTHER TO INCLUIDE A FAMILY ROOM PLACE A ROOF OVER A PATIO JOINING THE TWO ROOMS ®2 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 3694.1) Footer on east side of house not as per plans, missing dowels and columns are not as per approved plans. 2) Fi and F2 footers on east side not done. Failed 3) remove all caved in dirt and lift steel 3" from ground for 3" concrete coverage. 2/27/07 CG. Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, February 28, 2007 Page 2 of 2 { Inspection Worksheet Miami Shores Village � 117 f 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/28/2006 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Underground Rough Owner: REESE, MELINDA Work Classification: Addition /Alteration Job Address: 960 97 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ELECTRICAL WORK FOR NEW ADDITION BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATROOM THE OTHER TO INCLUIDE A FAMILY ROOM PLACE A ROOF OVER A PATIO JOINING THE MAR ® 1 TWO ROOMS 200' Inspector Comments f Passed Failed Correction"' Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, February 27, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL R Phone: (305)795 -2204 Fax: (305)756 -8972 M 4218 v.. Inspection Date: 02/2712007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Footing Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor. HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATROOM THE OTHER TO INCLUIDE A FAMILY ROOM PLACE A ROOF OVER A PATIO JOINING THE TWO ROOMS FEB 2 8 2001 Inspector Comments Passed 1) Footer on east side of house not as per plans, missing dowels and columns are not as per approved plans. 2) Fi and F2 footers on east side not done. 3) remove all caved in dirt and lift steel 3" from ground for 3" concrete Failed coverage. 2/27/07 CG. Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, February 27, 2007 Page 2 of 2 S� Inspection Worksheet �N. Miami Shores Village 10050 NX. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 � � \ it 1 ur>l er Inspection Date: 0310612007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Footing Owner: REESE, MELINDA Work Classification Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor. HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATROOM THE OTHER TO INCLUIDE A FAMILY ROOM PLACE A ROOF OVER A PATIO JOINING THE TWO ROOMS MAR 0 6 2007 Inspector Comments Passed Footers OK, except f -1 footer in center of east addition and 3 column pads at patio roof. Pending revision of comer by the pool. 3/6/07 CG. Failed E:I_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, March 6, 2007 Page 2 of 2 .. ALFREDO QUINTER0 P.E. ' ' "' ' • ' . — CONSULTING I�IIn3E�I�fi - FAO APE -32662 4865 NW 4 STREET. — MIAMI, FLORIDA 33126-2121 (USA). PHONE: 305 -445 -7923 / FAX: 305447 -8632 MOBIL: 305- 992 -3608 &305 -992 3644 • . E - mpil: a gpe@bellsouth .net a marmsor�om�r+p� c ore . a as "STATEMENT OF INSP)CCTION 0 00 • •; ; Goo 0 13 DEC 2006 . " .•. •• ••• •• MIAMI SHORES VILLAGE a • :': ; ; ; : :. ' • BUILDING DEPARTMENT • • : '.' ; ; : 10050 NE 2 AVENUE 000 09 MIAMI SHORES, FLORIDA 33138 ATTENTION: Building Official p MUMUTM REFERENCE: Owner: SIDNEY REESE DEC 18 200 Building Permit #: REC-05 -1281 �YY Job Address: 960 N E 97 STREET. — MIAM SHORE S,`FL�RI�i��3338-•- -- -° - -- Folio: 11- 3206 - 014 -3160 SUBJECT: ENGINEERING EVALUATION OF THE STRUCTURAL ADEQUACY IN COMPLIANCE WITH THE (FBC 2004) CHAPTER 707.5.1 Dear Building Official: I ALFREDO QUINTERO, P.E., having performed and approved the required inspections, for the captioned structure, I hereby attest that to the best of my knowledge, belief, and professional judgment, the structural and envelope components of the above referenced structure proposed to be altered meet the required structural adequacy in compliance with the (FBC -2004) Chapter 707.5.1. This document is being prepared in accordance with Florida Building Code (FBG2004) and is being submitted to the Miami Shores Village Building Department, as part of the inspection log of the above referenced structure. Should you have any questions or need any additional information, please do not hesitate to contact me. r EDO QUINTERO, P.E. _- n v&:� 1 1 Inspection Worksheet �P . Miami Shores Village BYB II I�a BBtB� 10050 N.E. 2nd Avenue Miami Shores, FL P By . TES tN ' dR Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP -48857 Permit Number: RC - 12 - 05 =1281 Inspection Date: 04/30/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Tie Beam Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE TWO ROOMS MAY 0 12007 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 46712.1) Clean bottom of all filled cells. 2) Tie beam calls for hoops at 3" oc. 3) RB -1 calls for hoops at 4" oc. Failed El 4/23/07 CG. Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, April 27, 2007 Page 1 of 2 ®"s L Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL F R" 'BS tN 5 Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP -3696 Permit Number: RC- 12-05-1281 Inspection Date: 04/3012007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Columns Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE TWO ROOMS MA)" 0 12007 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, April 27, 2007 Page 1 of 2 Inspection Worksheet MIN Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 0412312007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Tie Beam Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE TWO ROOMS APR 2 4 2007 Inspector Comments Passed 1) Clean bottom of all filled cells. 2) Tie beam calls for hoops at 3" oc. 3) RB -1 calls for hoops at 4" oc. Failed 4/23/07 CG. Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, April 23, 2007 Page 2 of 2 Miami Shores Village Bu i l ding Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. �s ` 29 / Job Name J?ed $4 Date 3 /2 if /a -7 STRUCTURAL CRITIQUE SHEET r � f -cLr C� P1k9�w a ° -ra a� Q • ... •.• ALFREDO QUINTER0 P.E. - CONS CLTIAG ENGIAls - ILOPA PE -32662 4865 NW 4 STREET. — MIAMI, FLORIDA 33126-2121 (USA). PHONE: 305 -445 -7923 / FAX: 305- 447 -8632 MOBIL: 305 - 992 -3608 & 305 - 992 -3644 agpe @bellsouth.net "STATEMENT OF INS , : ' ... .. • • 13 DEC 2006 • MIAMI SHORES VILLAGE • :.' • • • BUILDING DEPARTMENT " • e go • 10050 NE 2 AVENUE MIAMI SHORES, FLORIDA 33138 ATTENTION: Building Official D M U 9 1 7 T REFERENCE: Owner: SIDNEY REESE DEC 18 2006 Building Permit #: REC -05 -1281 Job Address: 960 NE 97 STREET. — MIAMI SHO FLORIDA 33138 10 Contractor Name: Pending .......... Folio: 11- 3206 - 014 -3160 SUBJECT: ENGINEERING EVALUATION OF THE STRUCTURAL ADEQUACY IN COMPLIANCE WITH THE (FBC -2004) CHAPTER 707.5.1 Dear Building Official: I ALFREDO QUINTERO, P.E., having performed and approved the required inspections, for the captioned structure, I hereby attest that to the best of my knowledge, belief, and professional judgment, the structural and envelope components of the above referenced structure proposed to be altered meet the required structural adequacy in compliance with the (FBC -2004) Chapter 707.5.1. This document is being prepared in accordance with Florida Building Code (FBG2004) and is being submitted to the Miami Shores Village Building Department, as part of the inspection log of the above referenced structure. Should you have any questions or need any additional information, please do not hesitate to contact me. Sin c re , ALFREDO QUINTERO, P.E. 1 011 P, 1 !!II!!! IIlII!!!!! INl1lIIlI!!NI 1!!!1!1!1!11! NOTICE OF =IV MENCEMEN T A RECORDED COPY MUST HE POSTED ON THE JOB SITE. AT TIME OF FIRST INSPECTION O C1 .. R 2-k k 2�2434 t 6 0 3 9 � ®� � � � � 8 F's 08 73; tluq) RECORDED 03/22/2006 11:07:37 PERM? NJ PSL I 2 - 8 1 TAY, FOLIO NO 1 iSZC)fc:; 0 14-3 160 HARVEY RUVIN? CLERK OF COURT MIAMI -DADE C:DUI'1TYP FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI- DADrE: THE UNDEP,SIG,NED nereoy rives notice that Imorovements will oe made to certain real mooerr/. and in acCoroance with Cnaoter 71:.. Fiona& Statute --. the fol!owlnp lntorrnatlon Is orovided in this Notice of Commencement. 1. Legal aescnption of property and Street /adaress: 1~ q- S7 2. Descnption of improvement: �► ��' "f" N (2- �►P� Ov M S E>C�r 12 oc=) r '► * -j.z=- 1r4 r-1 I L- Y 12cao r� Owners) name and address: S 1 b f�l Y A iy x(60 e 7 r S& RE.s FL . -3 139 - Interest in property: r -_yL5 < Name and address of tee simale titleholder: 4. Contractors name and adaress Gnu'• vOV, E. Surety: (Payment bond reawred by owner from contractor, if any) Name and adaress a " b Amount of bond �: o S. Lender's name ana address: v ti� G I. Persons within the state of Florida aesignated by Owner upon whom notices or other documents may be served as proviaed by Section 713.13(1)(a)7., Florida Statutes, o Name and address: ° o o U S. In addition to himself. Owners oesionates the following person(s) to receive a copy of the Lienor's Notice as prod e in Section 713. 1 :3(1)(b). Florida Statutes. j ` Name and address 0 s v a W � J V E Exolration rate of this Notice of Commencement: fthe eralratlon sate is 1 year from the date of recording uniez W ` z 1 1 difterent ante is specifled� O 6 ` Ww� w 4 �' a 4 c SI ature wne• � "nh . 'Jwne' ✓ Nam_ SIN I / Vj • W Ei L � "re: arec b` i o� er• e r rr'e It Sworn =. arts sub „ri � o ✓TC _ in l a2`' v - V A4 - Acarecc. N MLar% �uor tit, 1-I �r!r. - C -rt' » `� ivl` Cc:"''.•?!s :3r. e=!: Jl� r — ! 4J TMC F oreny Hemandez Commission # DD476455 Expires: SEP. 27, 2009 Bonded Thru Atlantic Bonding Co., Inc. bek( Norman our ('om� le-hon our drain �iel�• �e �OSS bLA Un'�vkuv�a� -el� ate a�- �Fhe imer�..y SO c,h thank yc� S� vv�u�h 3b5 �5� -q363 qloo NE q9 Yvliarni ShOfeS 0 ,�.r� 33)3P> RECEO JAN 1 5 2010- December 7, 2009 cos Dear Norm, I humbly request an extension of my nearly completed building permit. I am quite sure thirty days would be sufficient to acquire the last portion of this arduous task I have undertaken. I have spent nearly all of my non employed free time working out with the Dade County Health Dept, since our last conversation, the lest appropriate course of action to overcome a dreadful mishap. After spending nearly $ 900.00 there seems to be a consolation they have agreed to accept. I have hired a new contractor to produce a new site evaluation to enable me to acquire my already approved permit. I thank you for your thoughtful consideration to this request. 7� f Sidn �eese III DEC 0 7 2009 960 NE 97th Street �Y: _m VI -L - o.m Permit RC �D ry. FLORIDA DEP 7CA HEAL Charlie Crist Ana M. Viamonte Ros, M.D., M.P.H. Governor State Surgeon General October 05, 2009 (Ms. Rooter) 640 NW 129 St Miami, FL 33168 RE: Request for Additional Information Application Document No: 934127 960 N E 97 St Miami, FL 33138 Lot:3 Block:77 Subdivision: Miami Shores Dear Applicant: This will acknowledge receipt of an application and plans for an onsite sewage treatment and disposal system construction permit dated 08/26/2009 fora proposed system to be constructed on the above referenced property. In response, we are requesting that you provide the following additional information, clarification or corrections: • Arlender Miller is not a currently licensed septic tank contractor as defined by Ch 489.551 FS. Therefore, owner authorization is required if he s to act as agent for the owner.Ch 64E- 6.004(2) FAC. In addition, he shall not perform any septic tank contracting without a current license. • The Site Evaluation for a modification must be r ierformed by a Master Septic Tank Contractor. Ch 64E- 6.004(2) FAC. If you have any questions on this matter, please call our office at (786) 315 -2444. Si oy' L ,1. Astrid Edwards, Engineer Specialist II cc. Sidney Reese —Owner Arthur G. Pyle - Architect Miami -Dade County Health Department 11865 SW 26 St, Miami, FL 33175 Phone: (78) 315 -2444 Inspection Worksheet Miami Shores Village o � 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 4305)795 -2204 Fax: (305)756 -8972 ._ a,*,". i Emg . ., Inspection Date: June 10 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final PE Certification Owner: R A �— Work Classification: Addition Job Address: 960 _NE M a i 3.1 Phone Number �LJ Parcel Number 1132060143160 Project: Contractor: HOME OWNER Building Department Comments Inspector Comments Passed 4ef Failed El Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 June 10, 2009 Page 1 of 1 JUN 10 2009 R E S I N BV:____ ____ ___ ______ CORPORANON • 4 April, � � w � y WON ores Village` x 1 2 Ave. N Shores, FL 33138 Re x:Building Dept it No. RC -05 -1281 z 1�8 j " ,. Dear Building official: Final inspection for code and plan compliance is complete. All details and requirements have been met and project is completes. S int y, G. Smith II Smith & Smith Design Corp. Iutect No 74 > >�az M c 1 1#+ 01 A CT • N MIAMI_ FLORIDA 33161 PHONE (305) 892 -9669 FAX (305) 893 -7222 Inspection Worksheet Miami Shores Village L � 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 � Inspection Date: June 10, 2009 Permit Type Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Elevation Certificate Owner: REESE ..,NDA:,. Work Classification: Addition Job Address: 960 N 'B�Stega t° 141 6 Miami 3_or L�, Phone Number rj% �2� Parcel Number 1132060143160 Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspector Comments Passed' r Failed E] Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)7624949 June 10, 2009 Page 1 of 1 'U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 16604)00 Federal Emergency Management Agency Expires February 28. 2009 National Flood Insurance Program important Read the instructions on pages 1-6. SECTION A - PROPERTY INFORMATION For Insurance Cgmparry Ilse Al. Building Owner's Name - Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIL Number 960 NE 97" STREET City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Desorption, etc.) LOTS 3 AND 4, BLOCK 77, MIAMI SHORES SECTION 3, PB 10-37, FOLIO#11- 3206-014 -3160 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: LaL 25 0 51'52.6" Long. 80 0 10'39.8" Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2'photographs of the building If the'Certificate Is being used to obtain flood insurance. AT Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) Z362sq ft a) Square footage of attached garage 342 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 That above adjacent grade 3 walls within 1.0 foot above adjacent grade 74 c) Total net area of flood ope nings in A 1123 sq in c) Total net area of flood openings in A9.b 355 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name W. State VILLAGE OF MIAMI SHORES I MIAMI -DARE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index I B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025CO093J J JULY 17, 1995 MARCH 2, 1994 X AREA OF 500 YR FLOOD B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM " ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations -Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA, AR/AE, AR1A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified In Item AT Benchmark Utilized B-62 Vertical Datum NGVD 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 11.96 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor �Vl�i ._ ❑ feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) NJA_ ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 10.06 10 feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 10.26 ® feat ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade ,(LAG) 9.9 IR feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 101 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certrfy that the information on this Certificate represents my best efforts to interpret the data avarlbble. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S Code, Section 1001. ® Check here if comments are provided on back of form. PLACE SEAL Certifier's Name ALBERT R. TOUSSAINT License Number 0907 f IRA V Title PRESIDENT Company Name AR TOUSSAINT & ASSOCIATES, INC. �2&i �� ALBERT R. TOUSSAWT Address 620 N.E. 12 STREET City NORTH MIAMI State FL ZIP Code 33161 907 Date MAY 27, 2009 Telephone 305 -891 -7340 May R 1447 g ORDER # 14477 IMPORTANT: In thee® spaces, Copy the corresponding'infornnation front Section A, Forinsu6ance Company Use Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 960 NE 97 STREET City MIAMI SHORES State FL ZIP Code 33138 Como" NAIL Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certi f (1) community oftidal, (2) insurance agerit/company, and (3) building owner. Comments CROWN OF ROAD ELEV =10.23 POOL PUMP SLAB ELEV =10.26 AIR CONDITIONER CONCRE�TE� PAD EELEV=10.63 �Q r /�' I C 91 wG / - Signature Date 05/27/09 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items 0-124, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation infonnation for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ a bove or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space; o enclosure) b ❑ feet. 0. meters ❑ above or ❑ beloW the LAG. E2. For Building Diagrams 6.8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet 0 meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -Issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name ' Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- Issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) Is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been Issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: l] Meet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Officials Name Title Community Name Telephone Signature Date Comments 0 Check here If attachments Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number 960 NE 97th STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. VA. t 4 FRONT VIEW I: E w r* "GSA•':', -&'p� F rits; a. REAR VIEW 1oRfS`rcc Inspection Worksheet F Miami Shores Village t• NttI 10050 N.E. 2nd Avenue Miami Shores, FL F MTEE 1N 90 CoRt°P Phone: (305)795 -2204 Fax: (305)756 -8972 nspectiort NNt� N Inspection Date: June 10 2009 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 NE 97 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060143160 Project: <NONE> k Contractor: HOME OWNER ' Building Department Comments I / Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 June 10, 2009 Page 1 of 1 —N -E. 97 2 T- R-PiRT .7 n 50 ASPHAL N.E.n.?-S 97th STREET 0 0 �- 4 �� 4 2 1 trp 5ww n 7 GRASS AREA N 5 _.come. 1 QO.oO' P L. (p- do. 10 11 72 13 14 17' 50'. 9 z a O i ' ry / 114.1' 128.12! aw 50' -) C! to el C) 04 cy N.E. 96th STREET - J Y PLANTER ol* 3' CE TWE /// 1 12.14' LOICATIM C) . I 26.4' SCALE: 1 = i nn - 9- - 1 CLR X 20. g 6 A EI 5 WD. FENCE LEGEND: SURVEYOR'S NOTES: yw AC = AIR CONDITIONER ALUM. ALUMINUM CONC C.B.S. CONCRETE BLOCK STRUCTURE (1) ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC A.C. PAD CONC CONCRETE VERTICAL DATUM. 1929. (N.G.V.D.) b ;n j tea. RESI LNGL/ f cENTERUNIE NO. 9 960' L1!) C c� CL C LEAR FIAIN LINK (F DESCRIPTION' in 4 LEGAL DESCRIPTION' LR. C.64' EDGE OF PAVEMENT 5 9 FOUND LOTS 3 AND 4. BLOCK 77, OF "MIAMI SHORES SECTION NO. 3ft .11.76'. 68.6' 10.62' IP IRON PIPE ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT LB LAND SURVEYOR BUSINESS PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY; FLORIDA, BEING 3 .2' 90 ' OVHD. = OVERHEAD SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA 10 CONC. - - Ln OVHG. = OVERHMG C-4 - to = PROPERTY LINE SURVEYOR'S CERTIFICATION: c ; RA = REGISTERED LAND SURVEYOR No. WOOD c) N _ N et C-4 tti WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRUE AND STAMP EC C ECK 04 V GRAPHIC SCALE: CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND PLATTED UNDER MY DIRECTION AND THAT THIS SURVEY 11.44! 1.0• 0 10 20# 40' 0. COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND 10.97' SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 6IG17-6 FLORIDA 3.0' 129' SCALE: . I INCH 20 FEET ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. , . - E POOL NOT VAUD WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. C-4 SKETCH OF SURVEY 1-i OOL n 5' OX THERE ARE NO ENCROACHMENTS UNLESS SHOWN HEREON. D r CLR A. R. TOUSSAINT & ASSOCIATES, INC. 5' WD. EENICE- 1 -1 LAND SURVEYORS A.R. TOUSSAINT & ASSOCIATES, INC. to r 7 FD IP 50 PIL 50 - WD. POLE FLORIDA CER11FICATE OF AUTHORIZA TION NO. 1-13-273 ---- r - - - -- — — — - - -- — 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 FILE- 2005/1IX17/13737 DRWN BY- WT WiD. 15' ALLEY ASPHALT FAMWEAfT 83 R WIRES DATE MAY 5, 2005 ORDER No. 13737 , REF. ORDER No. 11659 SCALE: AS SHOWN BY. PRES. FB: 453 PG. 2 ALBERT R. TOUSSAINT REVISED. JANUARY 10, 2006 PATIO LOCATION REDISTERED ENGINEER NO. REVISED- APRIL 19, 2007 FB 453 PG 3 UPDATE. UNDER CONSTUCTION REGISTERED LAND SURVEYOR NO. 907 OF ORDER 14468 REVISED: APRIL 23. 20M FB 453 PG 3. FINAL SURVEY FLORIDA CERT STATE CERTIFICATE O FLORIDA F AUTHORIZATION LB-273 13737 x... r His JOB AT TIME INSPECTION Jl1N 10 2009 PER " " A,11 -101&'l -I Ivi ami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATF AND COUNTY RULES AND —::GULATIONS Miami Shores Village g � 7o, Building Department CERTIFICATE OF COMPLETION CHECKLIST Required BUILDING PERMIT CARD - Containing final initials of all inspectors _Y SURVEYS (2) FINAL AS BUILT - Required Items: Elevations of building showing all intended setbacks from property lines and other existing structures. Ingress + Egress required parking spaces, wheel stops, stripping, and all paving to exterior. CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM CERTIFICATE OF INSULATION - (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - original) CHAPTER 2326.5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by the Florida Department of Agriculture and Consumer services." HEALTH DEPT. APPROVAL LETTER - (only if new septic was installed) Note: If house has a septic tank, approval letter is required from the health dept. • FINAL CERTIFICATION LETTER FROM THE ENGINEER/ ARCHITECT (on masonry, trusses, special structure, etc.) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Residential Addition Certificate of Completion fee is $50.00. Approved Date chc -8/ 17/05MV Inspection Worksheet Miami Shores Village 4 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: June 10 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final PE Certification owner: ZR A Work Classification: Addition Job Address: E , St t Mi e L I,' 8- Phone Number so Parcel Number 1132060143160 Project: E � .. � ... 11 Contractor: HOME OWNER Building Department Comments Inspector Comments Passed / Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 June 10, 2009 Page 1 of 1 2 r V Jll� 1 `0 2009 DESIGN $Y. .... .. ... .. . ....... CORPORATION April 2 � z 1Vt�' shores Village g I 00501NE. 2 Ave. Magi Shores, Fl. 3313$ Re.: Building Dept. Permit No. RC -05 -1281 nslaetcn Services Dear Building official; Final inspection for code and plan compliance is complete. All details and requirements have been met and project is complete. Sincere , ames G. Smith II Smith & Smith Design Corp. C jhi 67 11633 N.E. 11th PLACE • N. MIAMI, FLORIDA 33161 PHONE (305) 892 -9669 FAX(305)893-7222 y„es5s Inspection Worksheet p, `�, Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 4QRiat► Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: June 10 2009 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 NE 97 Street' Miami Shores, FL 3s m ,, Phone Number it � d Parcel Number 1132060143160 Project: <NONE> x`R ^T° Contractor: HOME OWNER Building Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 June 10, 2009 Page 1 of 1 tq ASPHALT E � E T 9 „s e• 50• yes• sn' W NT N. 9 SIRE 30 , � a I • o0i I 5 4 2 1 Z E'P_ i 6 r; . 50' 50' 50' I M M �? 7 in 9• - cwlss AREA I 1 G � 0 a 77 FD__ IP .. 5 : CONC." WALK 1 t1fl:Q0 P C FD. P- a 10 11 12 13 14 i 17' S0' I 50' $. 9 30' W I p t / 114.1' �J 128.12' 50' ° '4 I C J o `� N _ N.E. 96th STREET 3 I PLANTER 3 ' CE WALL , / 21.4 b LOCATION MAP SCALE: 1 =100 o ER G► - ca 4' 0.1' CLR 20.8 LEGEND: 6 5 TFENCE 9 �• � � AC = AIR CONDITIONER S URVEYOR' S NOTES: ' / a ALUM. = ALUMINUM /10p6 tip- 1 - "gay C `° caNC C.B.S. = CONCRETE BLOCK STRUCTURE (1) ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC - �P¢• t � . CONC = CONCRETE - VERTICAL DATUM, 1929. (N.G.V.D.) n j NO " 960E M A.C. PAD o = CENTERLINE o _ 4' CL�'. CH LINK (FENCE) Sri R LEGAL DESCRIPTION: / E P = EDGE OF PAVEMENT - 19.64' 9 = FOUND LOTS 3 AND 4, BLOCK 77, OF "MIAMI SHORES SECTION NO. 3' 11.76' / 68.6 10.62' IP = IRON PIPE ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT LB = LAND SURVEYOR BUSINESS PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, BEING / OVHD. = OVERHEAD LO CONC i / ' 9 0 / OVHG. = OVERHANG SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA. cv N / / P = PROPERTY LINE ° I � CD / 3 R ( = R ISSTERED LAND SURVEYOR No. SURVEYOR'S CERTIFICATION: 0 N ROOF O HG ` � C4 Ln z WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRUE AND SFAMPE C TUC 'ECK N 0 GRAPHIC SCALE: CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY 11.44' 21 = SURVEYED AND PLATTED UNDER MY DIRECTION AND THAT THIS SURVEY .0 0 10' 20' 40' 60' COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND ` 19.5 10.97' SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 61G17 -6 FLORIDA 3.0'. 29' SCALE: 1 INCH = 20 FEET ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. 6.0 NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE p co (POOL REGISTERED LAND SURVEYOR SHOWN HEREON. _ SKETCH OF SURVEY POOL 5' THERE ARE NO ENCROACHMENTS UNLESS SHOWN HEREON. PAD "y 0.1 CLR ; A. R. TOUSSAINT & ASSOCIATES, INC. '=� v _M 5' D. i? LAND SURVEYORS A.R. TOUSSAINT & ASSOCIATES, INC. C) i FD IP 50' n �� 50' WD. POLE �; ` FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB -273 - -- --- - - - - -- — - - -T ------- - - - - -- -- 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 • . i -. -� FILE: 2005/11X17/13737 DRWN BY: WT , OVHD. WIRES 15' ALLEY °o n o ORDER No. 13737 DATE MAY 5, 2005 rn o ASPHALT PAVEMENT o vi REF: ORDER No. 11659 SCALE: AS SHO BY. PRES. FB: 453 PG. 2 ALBERT R. TOUSSAINT REVISED: JANUARY 10, 2006 PATIO LOCATION REGISTERED ENGINEER NO. B939 REVISED: APRIL 19, 2007 FB 453 PG 3 UPDATE, UNDER CONSTUCTION REGISTERED LAND SURVEYOR NO. 907 ORDER 14468 REVISED: APRIL 23, 2009 FB 453 PG 3 FINAL SURVEY STATE OF FLORIDA FLORIDA CFRi1FlCATE OF AUTHORIZATION LB -273 13737 r JUN 1 20 -'„� - „, °' Va mi Snares APPR OVED ZONING DEPT? �( BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL S�Rsy *4 Inspection Worksheet Miami Shores Village h = - 10050 N.E. 2nd Avenue Miami Shores, FL 0 Phone: (305)795 -2204 Fax: (305)756 -8972 r Inspection Date: June 10 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Termite Letter Owner: RED Work Classification: Addition Job Address: 96 •, MI 1 Phone Number Parcel Number 113206014316 Project: <N N Contractor: HOME OWNER Building Department Comments ffiWM in AV MK AW sw U AV 1k AF Wff ' up T IJ Inspector Comments Passed V" Failed El Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 June 10, 2009 Page 1 of 1 SUNCOAST PEST CONTROL ��, , . 6515 1 AVE S. r��' ` ST. PETERSBURG, FL 33707 JUN 1 0 2009 (727) 327 - 3202 TERMITE CERTIFICATE PERMIT # RCO5 -1281 SITE LOCATION 960 NE 97 ST MIA, FL 33138. AREA TREATED 890 SO FT DATE OF TREATMENT 4/24/09 TIME OF TREATMENT 12PM APPLICATORS IDENTITY VICTOR NAVARRETTE PRODUCT NAME CYPER TC CHEMICAL NAME CYPERMETHRIN (DIFFERENT FROM PRODUCT) PERCENT CONCENTRATION .05% (FOR MONITORING SYSTEMS -IF NO % TELL ROW MANY STATIONS PER FOOT) NUMBER OF GALLONS 9 (FOR MONITORING SYSTEMS ENTER # OF STATIONS USED) FINAL STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OFAGRICUL TURE AND CONSUMER SERVICES. I AGREE THAT THE ABOVE INFORMATION IS CORRECT AND PERTAINS TO THE ADDRESS LISTED ABOVE: JAMIE KENDALL AUTHORIZED SIGNATURE FOR PEST CONTROL COMPANY Suncoast Pest Control NAME OF PEST CONTROL COMPANY NRES Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL app Rmp Phone: (305)795 -2204 Fax: (305)756 -8972 a 3 °` Inspection Date: June 10 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Elevation Certificate Owner: REESE, MEJVVPfW Work Classification: Addition Job Address: 960 NE 97 ' ree�' x �a' Miami Sho 31, , - " Phone Number Parcel Number 113206014316 Project: <NONE >; Contractor: HOME OWNER Building Department Comments Inspector Comments Passed �" Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 June 10, 2009 Page 1 of 1 U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 960 NE 97" STREET City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 3 AND 4, BLOCK 77, MIAMI SHORES SECTION 3, PB 10-37, FOLIO#11- 3206 - 014 -3160 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. 25 °51'52.6" Long. 80 °10'39.8" Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the'Certificate is being used to obtain flood insurance. AT.'Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 2362sq ft a) Square footage of attached garage 342 sq It b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached gara9e enclosure(s) walls within 1.0 foot above adjacent grade 3 walls within 1.0 foot above adjacent grade 14 c) Total net area of flood openings in A8.b 1123 sq in c) Total net area of flood openings in A9.b 355 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF MIAMI SHORES I MIAMI -DADE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevabon(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 12025CO093J J JULY 17, 1995 MARCH 2, 1994 X AREA OF 500 YR FLOOD B10. _ Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -9 below according to the building diagram specified in Item AT Benchmark Utilized B-62 Vertical Datum NGVD 1929 Conversion /Comments Check the measurement used. a) Top of bottom floor (including basement,. crawl space, or enclosure floor)_ wLl .26 0 feet ❑ meters (Puerto Rico only) b) Top of the next higher floor N /A ._ ❑ feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N /A._ ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 10.06 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 10.26 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 9.9 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 101 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. PLACE SEAL Certifier's Name ALBERT R. TOUSSAINT License Number 0907 HERE Title PRESIDENT Company Name A.R. TOUSSAINT & ASSOCIATES, INC. ALBERT R TOUSSAINT Address 620 N . 126 STREET City NORTH MIAMI State FL ZIP Code 33161 907 i u May 27, 2009 Date MAY 27, 2009 Telephone 305 -891 -7340 ORDER # 14477 IMPORTANT: In these spaces, copy the corresponding information from Section A. For. insurance Gomparry,Use`• ' Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number 960 NE 97� STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIL Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of th E Certifi for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROAD ELEV =10.23 POOL PUMP SLAB ELEV =10.26 AI CONDITIONER CONCRETE PAD ELEV =10.63 Signature Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE); complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement; crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet [I meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no,flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Rem(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5 Date Permit issued G6. Data Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building; _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building sited ❑ feet- ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number 960 NE 97th STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. 4th.: FRONT VIEW ar x REAR VIEW Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 g , A Inspection Date: June 10, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Insulation Certificate Owner: REESE, MELINDA Work Classification: Addition A Job Address: 960 NE 97 Street Y Miami Shores, FL 33 Phone Number <NONE> Parcel Number 1132060143160 Project: Vl- N-1 I L v Contractor: HOME OWNER B uilding Department Comments Inspector Comments Passed QW 6. 1 ✓ Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 June 10, 2009 Page 1 of 1 Sid Reese April 11, 2009 t 960 NE 97th Street MOM S , Miami Shores, FL 33138 JUN 10 26,. BY:___ Dear Sir, I write this letter to serve as my insulation letter for the purpose of finalizing my building permit. I personally installed the insulation in said residence according to the plans approved by the Mi i S ores Building Dept. An inspection of the insulation was noted on 6 by the inspector on duty. Thank you, Sid Reese Miami Shores Village 0 +1 1+1z� .Building Department 01� a�m 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 '`'t?'iU ca 7 � BUILDING I Permit No. c r2 S j MAR 2 1 2007 �J PERMIT APPLICATION ( _....�_.._ Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing � Owner's Name (Fee Simple Titleholder) ! s Phone # 3 79-7 ' L 3 � Owner's Address 360 7 City l �f PP S ffOflE�; State L Zip a Tenant/Lessee Name �) 9'' 11 � AJ 0)4 — jf' Phone # �'o� ` 5 -2 1 -3, L J Job Address (where the work is being done) © City Miami Shores Village County Miami -Dade Zip % /g FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name L`Z L Phone # C Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: c CV t 900.) 99 L_36t 6 u Submittal Fee $ Permit Fee $ S CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code E nt $ Double Fee $ Structural Review. `t 6a, ro Total Fee Now Due $ , 0 ?q � 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 Signature A er or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of � 20 g by �dl�e 4w4 day of 20 b who is personally known to me or who has produced who is personally known to me or who has produced L K. UZOO As identification and who as identification and who did take an oath. NOTARY PUBLIC: �pN�OS�oN� 0 2°� NOTARY PUBLIC: Sign: ANN Sign: Print: III CGa /Q _�5� Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: 2 ¢ � 3 �� 7 .S LG Plans Examiner Engineer Zoning (Revised 02/08/06) - h - �T— - ^ ASPHALT N.E s,3 9 STREET .�, 116.8' � T APR 2 0 2 7 4 2 i 1 Z - EIP CITY BY.---- 6 ^! LQ I on. n 50' MI 9 GRASS AREA FD.. IF - - 5' - GONG' WALK = • 1 (IO:CIO' - P L - - P (PR � � � �'' 10 � 11 12 13 34 17' ' S0' . .r l 50' PERMIT #: 9 30' Z o o Miami 5110reS Village 11 'a4 12 W. 5 0' to ° I '' APPROVED 0 ! g to N J ° I r "� — — — — — ;• g N 2 o o g..� N.E. 96th STREET ,.. ... Y 6!_DG DEPT • `. 3' .0 WALL• • 21.4' I PLANTER SUBJECT TO (;pM - ALL LOCATION MAP . • • • `.. s • • R { 26.4' 13 , ' ' O.1' Al E AND COUNTY RULES AND REGULA SCALE: 1. =100 ss ss ss • • • / . 20.8` • . . LEGEND: SURVEYOR'S NOTES: • . • • • • • • • • co • ( // / LO AC = AIR CONDITIONER . 1 p.. sv ALUM. = ALUMINUM • "" . (1) ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC �. 1 —STY C.IQ.S. C.B.S. = CONCRETE BLOCK STRUCTURE VERTICAL DATUM. 1929. (N.G.V.D.) RESIDEN E CONC = CONCRETE • : • • • • o • • NO. 9 _ C = CENTERLINE LO CL = CHAIN LINK • • E P = C LGE OF PAVEMENT LOTS�3 AND DE SC R IP T ION: 'MIAMI MIAMI SHORES SECTION N0. 3 .64' CL CLEAR i, 11.76' 68.6 10.62' Fb = FOUND ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT 15.0 IP = IRON PIPE PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, BEING LB = LAND SURVEYOR BUSINESS SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA. ALUM X m I `r{ ¢ Pf L = PROPERTY E LINE R - REGISTERED LAND SURVEYOR No. ' GOOF: - I. �n - C.B.. o = SURVEYORS CERTIFICATION: UNDER WD. WO OD - 20 -. � N N UNp R WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRUE AND CONSTRUCTION — CONSTRtCTIOtV Z STAMPE C NC ECK v GRAPHIC SCALE CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY 11.44' 21.0' SURVEYED AND PLATTED UNDER MY DIRECTION AND THAT THIS SURVEY - ` 9. 19 5` 10.97' 0 1O' 2O 40 60' COWLIES WITH THE MINWM TECHNICAL STANDARDS FOR LAND I SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 61'G17 -6 FLORIDA ' ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. ]POOL 3.0 . 29 6.0, 9,0 SCALE: i INCH = 20 FEET NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE I - REGISTERED LAND SURVEYOR SHOWN HEREON. z_ _ I POOL 5' SKETCH OF SURVEY PUM THERE ARE NO ENCROACHMENTS UNLESS SHOWN HEREON. LO PAD _ 0.1 CLR A. R. T SSAINT & ASSOCIATES, INC. _ o OJ O A.R. TOUSSAINT & ASSOCIATES INC. 5' D. F - .LAND SURVEYORS N. FD, IP - 50' #° PIL m Sp' WD. POLE t .1 c• � FLORIDA CERTIFICATE OF AUTHORIZATION NO. L3-273 -- - -- - - - - -- - --- T-- - -- - - - - - - - - - -- 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 ' t• = : /1 5 3737 DRWN BY: WT 0 OVHD. WIRES 15 ALLEY °o o C) r ORDER No. 13737 DATE: MAY 5 2005 o ASPHALT PA VEMENT o ai REF: ORDER No. 11659 SCALE: AS SHOWN BY. � PRES. FB: 453 PG. 2 ALBERT R. TOO SSAI TT REVISED: JANUARY 10, 2006 PATIO LOCATION REGISTERED ENGINEER N O. 8939 REVISED: APRIL 19, 2007 FB 453 PG 3 UPDATE, UNDER CONSTUCTION REGISTERED LAND SURVEYOR N O. 907 STATE- OF FLORIDA FL CERTIFICATE OF AUTHORIZATION LB -273 �f�23/09' ! /HS IS a 1eqatG0 �o Co�jor��e t� s��o your (o o Ole 0&1 py q6 0 ,v� 92 SIF Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ' Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07109/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Shutter Attachment Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE TWO ROOMS Inspector Comments Passed cc ARMOR SCREEN (PARTIAL) Failed , 4 ArVL Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, July 9, 2008 Page 2 of 2 @` Inspection Worksheet Miami Shores Village � rtes Qorn� .I ' 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 .,;. m. r. ».. . Inspection Date: 03/12/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Drywall Screw Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE TWO ROOMS MAR 13 2000 J , Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, March 11, 2008 Page 1 of 2 e; Inspection Worksheet �fe ; Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL F. 'yes Phone: (305)795 -2204 Fax: (305)756 -8972 A.��.. �':: :... •:•i;.i;.i: {•i;:R;.:4: } }:::: isiniiiYiiiii}:•:.:. i:. i:. i:• iiviiiiisp:: ii' :..........::::::::::....:.........•: x::.• ..........................::..: .. :. • Inspection Date: 02/19/2008 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Framing Owner: REESE, MELINDA Work Classification: Addition Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATHROOM IN OTHER TO INCLUDE A FAMILY ROOM PLACE, A ROOF OVER A PATIO JOINING THE TWO ROOMS Inspector Comments Passed r Failed El /J � � cTX-Ccq L Correction ` r 7 1 A1 a� Needed ❑ ��'�'` 5 c (� Re- Inspection Fee SPl ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, February 14, 2008 Page 1 of 2 T 1111 ^ � ami Shores Village dA 2 � 9 2010 _ Budding Department 10050 N.K.2nd Avenue, Miami Shores, Florida 33 (3$ , Tel: (305) 795.2204 Fax: (305) 756.8972 I' F, BUILDIT Pe mil i 1 , >r o. JL - ;2R VIIT A �10 TI - MAstor P @rm' �t No, Y C 2004 r e P rmi t T e• P'1 b l< y P I Owner's Name (Fee Simple Titl'eh8wer) SIGN) Owner's Address C60 M r l m at City M e M i Sao State zip ,1 T el ant/Wsee Name Phone - ,MAIL. ' I �Ioli Addrecs,(where the work Ks.being 1 , i Miam e Vil' e; . u �, , County Mzarrii Co dip 33 :.`. k4 -� O:L10 [PARCEL G # I� O 1 i � u Idi � n Historically: i n' attxi YE i es S g i y NO Contractor's Company Name i C Crfkns ,tti IL Phone # 3�.fa�o ( ro � 33 Contractor's Address G �o 's ';� — 7 [ �t 1Ya A/ State Zip S3 ®'t3 I ualifier:Name Te4t&r- I Phone# fate Certificate or Registration No. 'tt u ?- Certificate of Corn pbtericy No..i E -MAIL; ArohitectlEngiineer's N� of applicably) one `i!``,` . "Vaiue of Work lFcrr thisi'P rmit s - ��tD'' Squats / L�pnear Foa�age Of Work: l� O� ` ype of Work: ❑Audition a.., ❑Alteration [ IN . R air /Re lace Demolition _ Ep p D es � �� I � I ulmittal Fee $ Permit )tee $ CCF $ �' CO /CC� loo, r $ '' I an /Ed'c tiW y .,��. �r � � tt atton lies � � Technaldgy Fee l$ Scanning s ndpn $ C1PBR $ Z.on f, Ong and $ Cade Elkfbrcement $ Double Fee $ r' ct r 1 r Stu u Review. a $ Total 1 ee to �` Now D ue $ See' Reverse side J. Bonding Company's.Name (if applicable) Bo , Bonding g 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 $2500, the applicant must' promise. in good faith that d copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this ` The foregoing instrument was acknowledged before me this day of n , 20 1 9by 9' "` Sre day of Jck" ' , 20� by le who is personally known to me or who has produced D •LAC'ep, who is personally known to me or who has produced D- oNo4dAake an oath. as identification and who did take an.oath. NOTARY PUBL COMM6 DD0733M ia : OT Y PUBL �� y off'` Explrea 11/8/2011 = `F N PgWk Joss i e�ph tateaFlorida �� tom►„ Inc MY C ommisslon DD900174 Sign: •■�� ... pip Expires 06/17/20 33 Print: T c Print: �p�,� J aiSEpW My Commission Expires: My Commission Expires: ZZ 33 x9e$e,YaYxx4r atxxx u Y Yda ee, Yx, Y se u,t 4 e�dc $tiexx�Yic &ae,F,r'+1rdr,Yx,Y$e 4eu,F,4x9r,4 er 9e,'e &xxde aYx�xxaY vY dr a4xxse eY aF �•ec F9c 9 ex� !ae� . APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) PERMIT #. . 13-SC-19 - 0991 STATE of Fr oRiDA APPLICATI # : AP934127 DEPART OF >MALTH a DATE PAID: ONSITE SEWWR TREATMENT AND DISPOSAL TEE PAID: SYSTEM RECEIPT fi: DoCVMzNT # : PR797083 CONSTRUCTION PERMIT FOR: OSTDS Existing Modification APPLICANT: Sidney Reese PROPERTY ADDRESS: 960 NE 97 St Miami, FL 33138 LOT: 3 BLOCK: 77 SUBDIVISION: KOH iStKWeS PROPERTY ID 11 - 32�- 014.31 (SECTION, TOUWMP, RANGE, PARCEL ] [OR TAX ID NOMB&R] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, S.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OS TIME. ANY CHANGE IN MATERIAL PACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PETIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD Seotic- EXISTING CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXnWx CAPACITY SINGLE TAM. 1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ IBS @I ]mom PER 24 SRS $PUMPS I l D [ 667 ] SQUARE FEET Bed configuration SYSTEM R [ ] SQUARE PEET N/A SYSTEM A TYPE SYSTEM: [E] STANDARD [ I FILL [ I HOUND [ J I CONFIGURATION: [ J TRENCH 1XI BED [ J N P LOCATION O BENCHMARK: FFE: 11.96' NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 24.70] f FP I[AB0vE a wammom/mmmmm POINT E BOTTOM OF DRAINFIELD TO BE [ 84.70 ] S FT ] I ABOVE / BENCZ11ARKMEPEZURM POINT L D FILL REQUIRED: [ 0.00 ] INC883 EXCAVATYON REQUIRED: [ 30.W ] INCAS 0 I.-Existing 900 gal. septic tank, certified by "Statewide Septic on 12/7/09" to remain. 2.-Install 667 sf of drainfield in bed configuration. T 3 -Invert elevation of drainfield to be no less than 7.90' NGVD. H 4.- Bottom of drainfield elevation to to no less than 7.40' NGVD. E R SPECIFICATIONS BY: Astrid V Edwards TITLE: Engineer Specialist xI APPROVED BY: TITLE: Engineer SpOCialiat II Dade CUD DATE ISSUED: 0112712010 EXPIRATION DATE: 07/27/2011 DS 4016, 10/97 (Previoua Editions May Be Used) Page 1 of 3 v _..v AE�:t4.[" SE60628 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 134547 P N PL -10 -150 Scheduled Inspection Date: February 11, 2010 Permit Type: Plumbing - Residential Inspector: Hernandez, Rafael Inspection Type: Final Owner: REESE, SIDNEY Work Classification: Drainfield Job Address: 960 NE 97 Street Miami Shores, FL 33138 - Phone Number Parcel Number 113206014316 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE DRAINFIELD ONLY Inspector Comments Passed El HRS APPROVAL IN FILE Failed, TV Correction � Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 10, 2010 For Inspections please call: (305)762 -4949 Page 14 of 29 ++ DIVISION OF • •° Environmental Health ® Florida Department of Health Miami -Dade County Health Department �x ®STDS[Well Division ®!I�► 11845 SW 26 fie: Miami, FL 33175 z f Inspector Bate Address n 4z VZ " STIES P . , 5 2 Comments: �. Signature f DIVISION OF •' Environmental Health Florida Department of Health 4eI� � lay i-Dade County Health Department ®SIDS /Well Division % 11805 SW 20..�: % '� Mimi, FL 33175 Date Z ALP S'TDS# OoL s� .d -r f 02/01/10 08:23AM STATEWIDE SEPTIC COANECTIONS INC 9549630085 P.05 08 -27 -2008 R ALEX SANK STATE OF FLORIDA CHIEF= FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 08/27/2008 EXPIRATION DATE: 08/2712010 PERSON: SOLOMON TERESA J FEIN: 450475464 BUSINESS NAME AND ADDRESS: STATEWIDE SEPTIC CONNECTIONS INC 3890 S ST RD N7 26 HOLLYWOOD FL 33023 SCOPES OF BUSINESS OR TRADE: 1— SEPTIC TANKS IMPORTANT: Pursuant to Chaptsra 440 . 06041, F.S., as officer of s corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits 'or compensation under this chapter. Pursuant to Chapter 440.06(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business at trade listed on the notice of election to be exempt. Pursuant to Chapter 440.061131. F.S., Notices of election to be exempt and ce"Ificates a) election to be exempt sball be subject to revocation it, at any time after the filing of the notice or the issuance of the certificate, the parson named an the notice or certificate no longer meats the requirements of this section for issuance of a certificate. The department sbell revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? 00 4#4809 NC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 € n '^�`�""` '�`-•�- -�"°- - - C - sue. - i�S"'" z-. rri �c »' - S'� �' �r N ,t "' 5�'-'-. ,,••�,. e , 'S. ^ "v - , J ''k, --j `.. a�. �,.'�%' a, - 1 INS -"ba � /f�� c ,� k.. � � �� ,�l� _ � � z �' . �.a��• . ��...c� 's �� '�aa�. �� '�- � ✓t r..i, �-.,, 'a"� z .x .�^ � �� -� T.,} .. y..'^ � *,- �3 ^�'�^ .fir,, � .�." -�� „ -.�.v- Esc- '�e�.��t s `��'� �•�° � 2 'r '^4. , � u r a"` � -'=' .,c�' `'' `7 r '�"'� k' � � "y .f� "+�F S a .,t y d � s�� '.5 r�� :..� ^- �'�� "�^�',w �sG� "a".- a '' -.c.� �. � � v s^�; �- y"a't. -'�_ X �.,�`` -• 3 k 02 /01 /10 08:23AN STATEVIDE SEPTIC CONNECTIONS INC 9549630085 p.02 20/12/2009 18:02 9549895998 BLAIZE AND TYSON PAGE 17/24 A- C ERTIFICATE OF LIAML TY INSURANCE IV PRODUCBR ° VI$ CERTIFICATE 18 18SUISED AS A MATT1_sFt OF INFOWATION ' BlaiZe 4 Tyaor. Inc ONLY . ANO CONFERS NO Ri13HT8 UPON THE CORTIFICATE 3958 SW 21 St a�eet HOLDEft. THIS dERTIRICATE DOES NOT AMEND, EXTEND OR gal3yvogd, >P1 38023 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 954 969 -9324 INSURERS AFFORDINQ COVERAGE HAIC0 RVSCrRED ».' �' SZPTXC E5mwTfbR9 _rIa. INSURERA 8 - . _.. ». INSURE Q. PRUt�i ' i _ . CO . 3594 8 6TATFS RD #'7 9 # 26 _ - ... I NSUR ER r, WIP4VfAR, FL 33023 3N3UR3:R 0 INSURER t CQVEFtA191ss Tile POLICIES OF INSURPNCe 61ST BELOW WAVE BEE I3$ U3D TO THE INSURED NAMED ABOVE FOR THE I'MICY PERIOD PIDH :ATED. NOTWITHSTANDING MAY PERTAIK TTHE INSURANCE CO NDITION PORDED BY THE POLIQES DESCRIBED HEREIN IS TO ALLL TERMS, EXCLUSIONS AND CONDITION$ OF SUCH POI.ICIS$ AG GREGATE UVII M SHOvdNMAYHAVE BEEN REDUCEDBYPAMCIA9 4 "G •� TYPE LIFli{SURANt » _ » POLICY NUMEEIL �{ . » ( Y� I , LdYUTS 004M& UABILm EACH ocCUala>�NDe z i , 000 X Fc Wm. OWWR L MOILITY 5 �entyse�r� ) �s , OOO ON,aillNi"m _X OCCUR M!& tA�tz>epsr w s S, 000 A NPP1188:27 10/09/09 10/09/10 PERSOM&ADVI a ' 1, . 00 000 0ENERAf AC}pREt3ATG S_ 1 0 9 0 000 GEN't AWRECNATE Lunn APM.IfS PER N'n;4 Xr$ -COW 10PAW F 1 r 000 J - 0 00 _. — �p. ..._._. »... .. X FOLICY , AT C4G AUTOMCME LUI)ILITY ANYAUM fE a 0,80 GLELUT $ 300 ,000 AL AWN &D At TOS ACMDULED A NTOS BODINNjJRV $ tP9rp8r W�E DALJTOA 03443469 -1 03/21/09 03/21/10 . NON OWN6AACITAA #029 GARAOSLIABIUTr AVTOONLY- EAACCIDENT $ ANYAUTO AUT U AGO ...... E%t SRnJMF}R6LLA IIABtI TI V Lsm OCCURR B OCCUR CLAINtSI ADE' At3M43AATE S DEDUCTIBC,E $ .. IiIN s $ WORKER &COLS6NSATfCNAtq} , EMPLOYERS' LW9IUTY P8. e°a� �I,f>`�"c;feeL^ ^� 6 V CH ACCrcM... n urrp� F 1. r>18f;aEF • 6A I.aYSff ss _ �niw BlONSgelc w .. .. , bTNri?R E.L. DISEASE- Pomvmy s CT@$CR(PTIONCiPCMRATI .SS,LOCATItM+V 1� I 1 C � fk � S g lEXC � L � VS * tO � NS p AaDEp9r � E t tH f pb l R � g s ENF+ C ! � +aipRp f S SEPTIC i�'M K Sik a S�FR XCX 6 INSMU .l& iO CRRTIRICATE HAL,DBR CxTy or SHOULD ANY011. THE ABODE 06 9CRI8E0POL(C1E9 BE CANCELLED BEFORE THE EXPIRATION 10050 BE 2 Avz DATE THGR6QF THE IBRVINCO 6dgtpF.p WN I FNDFAVOR TA MA19 .... DAYS WRITTEN NIXAM + 6'L 3313a ' NATICF TO TMF CFRT FICAT, NbttIF.R NAMEII 30 101E 1.41 Nfjf PAJI,I ' t7 lNi RO $kALI, I NAPO$F NQ 09L*AT*N OR L14ftflY qP ANY KiNO UPON tHE INSUKR' , 1S af3FNT$ f7ie RIZPRESENTATIVES. DREPR -. - • ..... - . ---- -� ACORD26(2 lroe) L/"1 ACDRD CORPORATION IM AZ- g Miami Shores Village 10050 N.E. 2nd Avenue �g Miami Shores, FL 33138-0000 yyy s a Phone: (305)795 -2204 w a F Expiration 07/3112010 Project Address Parcel Number Applicant 960 97 Street 1132060143160 SIDNEY REESE Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell SIDNEY REESE 960 NE 97 ST MIAMI SHORES FL 33138 -2569 Contractor(s) Phone Cell Phone Valuation: $ 2, 300.00 STATEWIDE SEPTIC CONNECTIONS 305 -661 -6633 ... ----- ._ _ x_ Total Sq Feet: 0 ; Type of Work: DRAINFIELD ONLY For Inspections please call: Type of Piping: PLUMBING (305)762-4949 Additional Info: Available Inspections: Bond Return : Inspection Type: Classification: Residential Final Rough Landscaping Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $1.80 PL -1 -10 -36933 $ 157.80 $ 157.80 $ 0.00 Education Surcharge $0.60 Permit Fee - Additions/Alterations $150.00 Check #: 1363 Scanning Fee $3.00 Technology Fee $2.40 Total: $157.80 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 taws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. February 01, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy February 01, 2010 1 STATE OF FLORIDA CENTRAX #: 13 -SG -29991 DEPARTMENT OF HEALTH DATE PAID: ON SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID $ CONSTRUCTION PERMIT RECEIPT OSTDSNBR 06-2361--M CONSTRUCTION PERMIT FOR: [ ]New System [ ]Existing System [ ]Holding Tank [ ] Innovative Other [ ]Repair [ ]Abandonment [ ]Temporary [ MO ] APPLICANT: Reese, Sidney AGENT: OWNER, PROPERTY STREET ADDRESS: 960 NE 97 St Miami Shores FL 33138 LOT: 3 BLOCK: 77 SUBDIVISION: Miami Shores [Section /Township /Range /Parcel No.] PROPERTY ID #: 11- 3206 -014 -3160 [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ]Gallons SEPTIC TANK MULTI- CHAMBERED /IN SERIES: [Y ] A [ 0 ]Gallons MULTI - CHAMBERED /IN SERIES: [Y ] N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] D [ 571 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED [ N ]MOUND [ N ] I CONFIGURATION: [ N ]TRENCH [ Y ]BED [ N ] N F LOCATION TO BENCHMARK: F.F.E.: 11.96' NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 21.2 ] [ INCHES ] [ BELOW] BENCHMARK/ REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 51.2 ] [ INCHES ] [ BELOW] BENCHMARK/ REFERENCE POINT L D FILL REQUIRED:[ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 ] INCHES OTHER REMARKS: 1.- Enlarged existing 420 sf. of drainfield by 151 sf.for a total of 571 sf. of drainfield in bed configuration. 2.- Install 42" of slightly limited soil under the bottom of drainfield. 3.Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed absortion bed. 4.- Existing 900 gal. septic tank, certified by "Bob's Septic & Drain on 05/24/2006" to remain. 5.- Invert elevation of drainfield to be no less than 8.20' NGVD. 6.- Bottom of drainfield elevation to be no less than 7.70' NGVD. 7. -This permit is granted for the addition of a new family room and two new bedrooms with a new bathroom only. SPECIFICATIONS . OSPINA, PED TITLE: APPROVED BY: s , Pedro TITLE: Dade CHD a DATE ISSUED: 9/19/06 EXPIRATION DATE: DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 001 - 4016 -0) [ostds_cons_4016 -1] Page 1 of 2 STATE OF FLORIDA CENTRAX #: 13 -SG -29991 DEPARTMENT OF HEALTH DATE PAID: ON SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID $ CONSTRUCTION PERMIT RECEIPT we OSTDSNBR 06-2361--M CONSTRUCTION PERMIT FOR: [ ]New System [ ]Existing System [ ]Holding Tank [ ] Innovative Other [ ]Repair [ ]Abandonment [ ]Temporary [ MO ] APPLICANT: Reese, Sidney AGENT: OWNER, PROPERTY STREET ADDRESS: 960 NE 97 St Miami Shores FL 33138 LOT: 3 BLOCK: 77 SUBDIVISION: Miami Shores [Section /Township /Range /Parcel No.] PROPERTY ID #: 11- 3206 - 014 -3160 [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] Gallons SEPTIC TANK MULTI- CHAMBERED /IN SERIES: [Y ] A [ 0 ]Gallons MULTI - CHAMBERED /IN SERIES: [Y ] N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] D [ 571 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED [ N ]MOUND [ N ] I CONFIGURATION: [ N ]TRENCH [ Y ]BED [ N J N F LOCATION TO BENCHMARK: F.F.E.: 11.96' NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 21.2 ] [ INCHES ] [ BELOW] BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 51.2 ] [ INCHES ] [ BELOW] BENCHMARK/ REFERENCE POINT L D FILL REQUIRED:[ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 J INCHES OTHER REMARKS: 1.- Enlarged existing 420 sf. of drainfield by 151 sf.for a total of 571 sf. of drainfield in bed configuration. 2.- Install 42" of slightly limited soil under the bottom of drainfield. 3.Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed absortion bed. 4.- Existing 900 gal. septic tank, certified by "Bob's Septic & Drain on 05/24/2006" to remain. 5.- Invert elevation of drainfield to be no less than 8.20' NGVD. 6.- Bottom of drainfield elevation to be no less than 7.70' NGVD. 7. -This permit is granted for the addition of a new family room and two new bedrooms with a new bathroom only. SPECIFICAT S BY: OSPINA, P TITLE: APPROVED spin , Pedr TITLE: -c Dade CHD DATE ISSUED: 9/19/06 EXPIRATION DATE: DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744 - 001 - 4016 -0) [ostds cons_4016 -1] Page 1 of 2 STATE OF FLORIDA CENTRAX #: 13 -SG -29991 DEPARTMENT OF HEALTH OSTDSNBR : 06- 2361 -M ONSITE SEWAGE DISPOSAL SYSTEM 0 SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: Reese, Sidney AGENT: , OWNER OWNER LOT: 3 BLOCK: 77 SUBDIVISION: Miami Shores ID #: 11- 3206 -014 -3160 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION NUMBER LED SIGN AND SEAL EACH PLGE OF SUBMITTAL, OM T T ATT TT M PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.26 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [64E -6, TABLE 11 AUTHORIZED SEWAGE FLOW: 650 GALLONS PER DAY [1500GPD /ACRE OR 2500GPD /ACRE] UNOBSTRUCTED AREA AVAILABLE: 1143 SQFT UNOBSTRUCTED AREA REQUIRED: 1143 SQFT BENCHMARK /REFERENCE POINT LOCATION: F.F.E.: 11.96' NGVD ELEVATION OF PROPOSED SYSTEM SITE IS 21.20 [ INCHES ] [ BELOW ]BENCHMARK /REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: N/A FT DITCHES /SWALES: N/A FT NORMALLY WET? [ ]YES [ X NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: N/A FT NON - POTABLE: N/A FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 10 FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOODING? [ ]YES [ X NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SITE ELEVATION: 10 FT NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 Munsell # /Color Texture Depth Munsell # /Color Texture Depth 1nYR- 444-RX Sand n to 17 10YR- 4/1-RN Sand n to 19 l nYR -R /1 -WR1 Anl i ti n M mac 12 to 79 l nYR -R /1 -WF. [lnl i ti n TA mac 19 to 7 -4 1 to to to to to to to to to to to to USDA SOIL SERIES 15 Urban land USDA SOIL SERIES 15 Urban land OBSERVED WATER TABLE7 INCHES [ BELOW ] EXISTING GRADE TYPE: [ PERCHED ] ESTIMATED WET SEASON WATER TABLE ELEVATION INCHES [ BELOW ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0 INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING: Replacement/0.70 DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA: SITE EVALUATED BY ROBERT PARILLA DATE: 8/22/06 DH 4015, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744 - 003 - 4015 -1) [ostds_eval_4015 -3] Page 3 of 3 Q, STATE OF FLORIDA CENTRAX #: 13 -SG -29991 DEPARTMENT OF HEALTH OSTDSNBR : 06- 2361 -M ONSITE SEWAGE DISPOSAL SYSTEM •� c' SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: Reese, Sidne AGENT: , OWNER OWNER LOT: 3 BLOCK: 77 SUBDIVISION: Miami Shores ID #: 11- 3206 -014 -3160 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SI AND SEAL EACH PAGE OF SUBMITTAL COMPLETE AT T TT M PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.26 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [64E -6, TABLE 1] AUTHORIZED SEWAGE FLOW: 650 GALLONS PER DAY [1500GPD /ACRE OR 2500GPD /ACRE] UNOBSTRUCTED AREA AVAILABLE: 1143 SQFT UNOBSTRUCTED AREA REQUIRED: 1143 SQFT BENCHMARK /REFERENCE POINT LOCATION: F.F.E.: 11.96' NGVD ELEVATION OF PROPOSED SYSTEM SITE IS 21.20 [ INCHES ] [ BELOW ]BENCHMARK /REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: N/A FT DITCHES /SWALES: N/A FT NORMALLY WET? [ ]YES [ X NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: N/A FT NON - POTABLE: N/A FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 10 FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOODING? [ ]YES [ X NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SITE ELEVATION: 10 FT NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 Munsell # /Color Texture Depth Munsell # /Color Texture Depth 1nYR- d / - A-RN RanA n to 19 1f1�- d /� -RN qanA n to 19 1 nYR -A /1 -WV_ Anl i ti n TA maia 19 tO 79 1 OVR -R /l -WF: Anl i ti n TA in"n 12 to to to to to to to to to to to to to USDA SOIL SERIES 15 Urban land USDA SOIL SERIES 15 Urban land OBSERVED WATER TABLE7 INCHES [ BELOW ] EXISTING GRADE TYPE: [ PERCHED ] ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ BELOW ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ] YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0 INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING: Replacement/0.70 DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA: SITE EVALUATED BY ROBERT PARILLA DATE: 8/22/06 DH 4015, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744 - 003 - 4015 -1) [ostds eval_4015 -3] Page 3 of 3 i STATE OF FLORIDA PERMIT # F ' DEPARTMENT OF ;HEALTH ONSITE SEWAGE DISPOSAL SYSTEM was SITE EVALUATIONM SYSTEM SACIFICATIONS 1 a APPLICANTS" AGENT: ` LOTS SUBDIVISION: P ROPERTY YD `, [Section /Township /Range /Marcel No. or Tax ID Number] TO BEtCOMP.A=li -BY ENGINEER HEALTH UNIT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER' MUST. a.PROVI E REGj "TiATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMIT'T'AL. COMPLETE ALL ITEMS. P PROPERTY SIZE CONFORMS TO SITE P : ] YES [ j NO NET USABLE AREA AVAILABLE: _ ACRES TOTAL LSTIMATED SEWAGE FLOW: 4TIn GALLONS PER DAY c / OTHER - TABLE 21 AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [1 f0T PD UNOBSTRUCTED AREA AVAILABLLt SQFT UNOBSTRUCTED AREA REQUIRED: SQFT t BENCHMARK /REFERENCE POINT LOCATIO . , �� .�? �! 'ELEVATION OF PROPOSED SYSTEM SITE IS NC FTj [ASO LOW , ENC ERIN 0I THE MINIMUM SETS WHICH CAN BE MAINTAINED FROM THE P OSED SYSTEM TO THE FOLLOWING FEA SU�tFACE WATER: FT Di CHEX�i7LXS s FT ORMALI.Y WET? [ ] YE ] NO WELLS :' PUBLIC: Y FT LIMITED USEsFT RIVATE: FT NON - POTABLE: FT BUILDING FOUNDATIO S: FT PROP NESs FT POTABLE WATER LINES: - FT SITE SUBJEC T O FREQUENT,.400DING: - [ ] YES ] NO 10 YEAR FLOODING? { ] YES �r NO !] 10 YEAR FLOOD - ELEVATION FOR SITE:' O FT MS NGVD SITE ELEVATION: FT MS , NG SOIL PROFILE I NFORMA TI ON SITE 1 SOIL PROFILE INFORMATION SITE 2 Munse l #Acolor Texture De th Muftsell A Color Texture- Deoth P�3 t t m O �� b Ci t t to t.n�� o ILV AJ to to ..� b to is _ tb to to rl to USDA SOIL SERIES A USDA SOIL SERIES O$SERVEU WATER TABLE : INCHES '[ABOVE / BELOW] EXISTING GRADE. TYPE: [PERCHED / APPARENT] ESTIMATED WET SEASON WATER TABLE ELEVATION: ,.,. INCHES [ ABOVE / EX IS NG GRADE. ,HIGH WATER TABLE VEGETATION: [ ] YES NO MOTTLINGS [ ] YES j PTH: I N CHES SOIL TEXTURE /LOADING -RATE FOR SYSTEM SIZINGt y.�/ DEPTH Off' EXCAVATION: ]XCHES DRAINFIELD CONFIGURATION TRENCH ` (S PECIFY) _ REMARKS /ADDITIONAL CRITERIA: ] j;BED [ ] OTHER (S SITE EVALUATED BY: DATE: ® c.�.*� . � L v page, S of 3 DH 4015; 1b196 (Replaces MRS H Porm 4015 (Page 31 which may be used) (Stock Number: 5744 -003. 4015 -1) - c. INSTRUCTIONS: i PERMIT NUMBER: Permit tracking number by County Health Department. APPLICANT: Property owner's full name. AGENT: Property owner's legally authorized representative. LOT, BLOCK, SUBDIVISION: Lot, block, and subdivision for lot. PROPERTY ID NUMBER: 27 character number for property (property appraiser ID number or section/township /range /parcel number). PROPERTY SIZE: Check if property at site conforms to submitted site plan. Record net usable area available - lot area exclusive of all paved areas and prepared road beds within public rights -of -way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. SEWAGE FLOW: Record the estimated sewage flow for the establishment from Table I (residence) or Table 2 (non - residential), Chapter IOD -6, FAC. Record the authorized sewage flow for the lot based on net usable area and water supply (1500 gallons per day per acre for private water supplies and 2500 gpd per acre for public water supplies). If authorized sewage flow does not equal or exceed the estimated sewage flow, the application must be denied. UNOBSTRUCTED AREA: Record the square feet of unobstructed area available and the amount required. Unobstructed area must be at least 2 times as large as the drainfield absorption area and at least 75 percent of the unobstructed area must meet minimum setbacks in Chapter 1013-6, FAC. The unobstructed area must be contiguous .to the drainfield. BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor's benchmark record the actual elevation. Record the elevation of the proposed system site in relation (above or below) to the benchmark. MINIMUM SETBACKS: Record minimum setbacks which can be meet to all listed features. Actual measurements must be recorded or "NA" for nonapplicable features. Features on site plan or within 75 feet of the applicant lot must be measured. The location of any public drinking well within 200 feet of the applicant's lot must also be verified. FLOOD INFORMATION: Record information on lot's subject to flooding. For lots subject to flooding record 10 year flood elevation for site and actual site elevation, SOIL PROFILE INFORMATION: Two soil profiles within the proposed absorption area to a minimum depth of 6 feet or refusal are required. Soil identification will use USDA Soil Classification methodology (Munsell colors and USDA soil textures). Refasals must be clearly documented. Provide USDA soil series if available, record "UNK" if the series cannot be determined. WATER TABLE: Record the depth of the observed water table at the time of the evaluation. Mark "perched" or "apparent" as appropriate. Record the estimated wet season water table elevation based on site evaluation, USDA soil maps, and historical information. Indicate if there is high water table vegetation present. Indicate if mottling is present and depth. SOIL TEXTURE: Record soil texture or loading rate for system sizing. DEPTH OF EXCAVATION: If applicable record depth of excavation required. Record "NA" if not applicable. DRAINFIELD CONFIGURATION: Check drainfield configuration required. If other, specify type. ADDITIONAL CRITERIA: Record any additional remarks pertinent to site or installation. Ex. dosing required. SITE EVALUATED BY: Signature of evaluator, title, and date of evaluation. Professional engineers must seal all documents submitted. ELEVATION WORKSHEET ELEVATION OF BENCHMARK / REFERENCE POINT IS: BENCHMARK SITE I SITE 2 SITE 3 [ + ] SHOT H.I. H.I. H.I. H.I. [ - J SHOT [ - ] SHOT [ - ] SHOT STATE OF FL6RIDA` ` DEPART NT O HEALTH . APPUCAT101� fOR`f IVSITE'SEWAGE DISPOSAL SY$TEM'CON$TRUCTION PERM! l Permit Application Number 'PART Scaler" Ea block re f i - , - 3� ch presents 5 eet and 1 inch 5D gqy $ 2 F - I L 411 '.{ a � � - � ; �._� � c ! ,�^ ; - }:..� i._t:, 1® -� - 1 a j fi wg i sic. &f $� ( �.; .. .. r:. 4 1 r j T' _ -- , � > � -�, a. . - ��.. „.v � fi ,,,-��'•!t� •' y ,.� �„ .. "� .3_.' �.=�� ` ' •} '—k - 4 s.74/, � � i s � Y�-L -� - t - j - � .. �. -y^ I a - 5 _°�. { p ,-- r .-`� $ s T ` r t_ r ' �f r 7 . e r i = �. A Notes•. ZI 1'', k Site Plkn submitted y: 44JI 9 Sign Tits _ Plan Appr d Not Approved`° bat By 7 A ` ms County (Health” Dep ; tment ALL CH ►N - ES MUST BE I�PPROVED BY THE poupwr EAL IDEPARTMONT _ { , g' DH 4015. IOU (Rep =n HRS•H Form 4015 MYIfiCh maybe used) . ea e� (Stock Number: 5744 -M- 4015.8} +� Pago 2 of 3 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 BIII To MELINDA REESE Invoice Number: WS -2 -08 -30974 960 NE 97 ST Invoice Date: February 11, 2008 MIAMI SHORES, FL 33138 -2569 Permit Number: WS -11 -06 -2878 Return Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name Fee Type Fee Amount 02/11/2008 Revision Fee Calculated $35.00 02/11/2008 Scanning Fee Calculated $12.00 Total Fees Due: $47.00 FER PA Monday, February 11, 2008 2jt% \D% kr(W - [NIV4 Miami Shores Village �I g p Buildin De artment FEB 1-1 2°°8 -a . 10050 N.E.2nd Avenue, Miami Shores,.Florida 33138 BY: � -- . ........ Tel: (305) 795.2204 Fax. (305) 756.8972 BUILDING Permit No. VI 5 0 02bl'6 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): udZg' Roofing R� 'V [$[aiJ •fort �� 1 � J`' l7 " S Owner's Name (Fee Simple Title older) �l 4" �.(1�p� 1� �E Phone # 30 _76 7 4 30,3 Owner's Address 9G6 11E qZ Sr City MI of, 5'1/'5• State FL ` Zip TenantlUssee Name s� Phone # Job Address (where the work is being done) s"/E City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO __X_ Contractor's Company Name Ou) wt Ic Q 1 L DE'- Phone # 5EF A E Contractor's Address City State Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. �— Architect/Engineer's Name (if applicable) Phone # Value of Work For e $ 36 00 Square / Linear Footage Of Work: 350 Type of Work- ❑Alteration []New ❑ Repair/Replace ❑ Demolition Describe W l S 10 U a r n PARK r E JoC.,L U Sib N 00= S ON E rte, tai C0ok m4-G.E 10F Polte-R 000WlN65 / "Srew9p tl 0. .,d D Submi ee $ Permit Fee -p0 CCF $ CO/CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State zap 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 laves 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 r ' Signature caner or Agent Contractor The foregoing instrument was acknowledged before me this The - foregoing instrument was acknowledged before me this day of , 20 _, by day of . 20 _, by , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) f b b NtAMI DARE COUNTY, FLORIDA METRO -DARE PLAGUM BUILDING Bun�►1�v� hip COMPLIANCE o F1:TCE (B E2 9 T GLER T, SCIT� 1603 [17 PRODUCT CONTROL DIVISION RIDA 33130.1563 N.�� ami Shores Villa e(305)375 -2901 PAX(305)375 -2908 OW NOTICE OF ACCEPTANCE Armor Screen Corporation 2001 -A North Congress Ave. ZONING DEPT Riviera Beach, FL 33404 SLOG DEPT Z L` SCOPE: UE EC`s ® C® PLIAN YrflTti FEDEHA� This NOA is being issuer under the appli 1e rues a regulations governing to use of 'an materials. The documentation submitted has been revi�� t6S M � P?ivis� and accepted by the Board of Rules and Appeals (BORA) o usedin NM= I.Ximmu allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perfoma in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve, 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 Miaznit 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:Vg1tz ty Hume . Zone of the Florida Building Code. • DESCRIPTION: "Armor Screen Series 2000" Fiedble Wind Abatement System 000000 APPROVAL DOCUMENT: Drawing No AS -001, titled "Armor Screen Series 2000 Flexible ad Abacpg W • • • • • • Impact Protection System, sheets 1 through 8 of 8, prepared, signed and sealed by Thomas 14 Kerber, P.V-, last ....' revision dated November 25, 2003, bearing the Miami -Dade County Product Control RenewW~ with Z10 • • . Notice of Acceptance number and the expiration date by the Miami -Dade County Product ClAivision. • • • 0 0 • MISSILE IMPACT RATING: Large and Small Missile Impact • • • •••• •••••• LABELING: Each screen shall bear a permanent label with the manufacturer's name or loge, oil state ahtgthe ;....; following statement: "Miami -Dade County Product Control Approved', unless otherwise noted herein • • • . • o • RENEWAL of this N be considered after a renewal application has been filed and there has been no change in the applicab bu code negatively affecting the performance of this product. TERMIl�UMN rn . occur after the expiration date or if there has been a revision or change in the tpaterials, use, of the product or process. Misuse of this NOA as an endorsement of any product, for or any other purposes shall automatically terminate this NOA. Failure to comply with any ' A shall be cause for termination and removal of NOA. AD The NOA number preceded by the words Miami -Dade County, Florida, and followed by the a nay be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be l : A copy of this entire NOA shall be provided to the user by the manufactu i ME-we s voidable for inspection at the job site at the request of the Building Official. i renews NOA # 03- 1204.01 and consists of this page 1, evidence submitted pa approii document mentioned above. The submitted documentation was reviewed by Hehny A. Maker, PJL, M.S. Aft C. N ��Zd' t�^�✓ Expi a on a g Appar 11: GENERAL NOTES: l�BiJC1' This wind abatementflmpact protection system is designed and tested to comply with the n=wPbftWn , high velocity hurricane zone of the 2001 Florida Building Code. Armor Screen Is a flexible wind abatement and Impact prop system utiNzing a woven monafliament deotextile that fuifilfis the 2001 Florida Building Code requirement for opening protection. aI ` Geosynthetk: hurricane screen: The hurricane screen shall be produced from a polypropylene, woven monofilament geotexti;e fabric with individual Moments woman Into a basket weave network and calendered such that the Moments retain dimensional stel ► relative to each other. es of foal Installations The woven monofliament geotextile fa fo bric shelf have the mft minimum average roll values: Examples typical Grab Tensile Strength (ASTM D4032) 425 x 325 LBS Puncture Strength (ASTM D4833) 130 LBS Mullen Burst (ASTM D3786) 675 PSI Trapezoidal Tear (ASTM D4533) 150 x 125 LBS Wide Width Tensile Strength (ASTM D45" 225 x 205 LBSAN Wide Wleith Elongation (ASTM D4M) 22 x 21 % Apparent Opening Size 30 US STD SIEVE. Percentage of Open Area 6% Barrier can be mounted with opposing primary anchored perimeters In vertical, horizons STRAIGHT BALC13NY STORM BAR, - or any alignment appropriate to the structure being protected. Screen unable to return should extend past protected opening by dish squad to minimum required deflection. Design loads calculated to ASCE 7 -98 as required by the prevelling building code. Product marking - a label shalt be affixed to the barrier with the following statement: "Armor Screen Corporation, Riviera Beads, Florida Miaml -Dade County Product Control Approved" Ail ®SYN HE= MWJK =RM ASWKY INST&LATM KTAiS M'Ir M WMW THM MVDM ARE TYPICAL. FM THE WTA CATKIN IF THIS WMD ABATEMENT JUM BPWr POMUMM, SYSTEi`i ma.Y. ALL UTM am= CWWM 5J{tiWM MM ja 937m,.As cawm Aim NY TK SOW COWA ANGLED INVERTED WINDOW RUCTED A1Y. • . .. . . ... NU CONST . • • • ` 1111113111M imr To 2121-Irr fri S f o c, ; • No. ypy •;e • • DUcr IEvlsslA _w #, . .... `.^.sd B FL �o .'� �' • • • • • • i * � i Code fi0 p tr t.v rvVQ�1p�Q'i...: s • • • • • •� • • no No 1A !� .r g rnton = AMM r semis 2000 s+ ; ward: (W : 4: Z Co tj RmwwroAeAi€ wiwAcrPwmTmsrsM . •• Q,�• g 2M k ho. Mduv Sunk FL 3M4 • • 3ri��t' • 'fi l D� �� p i CeHltd M Fk M" -sate Fme NOW -sea • •�C1 • • v S113NS aCTOB9=2fN1 ASM 27,2003 Table 1 Anchor Spacing Anchor Choices span Deflection 1' OIC 2' OIC 1 2 * 3 *' 4* �' aw l In feet in Inches Deellan Pressure" &W n 318" bolt ur ow ffe IM bolt 4' 8.5" 130 65 X X X X 6' 6.7" 130 65 X X X 6' 6.7" 92.75 46 X X X X r 8' 8.6" 130 90 X 130 e5 X X 116 Be X X X 8' 8.5" 68.75 34 X X X X 10' 16" 130 90 X 10' 16" 130 65 X X X 10' 16" 64.76 47 X X X X 12" 24" 130 90 X IT 21" 130 as X X .12' ' 21" 120 60 X X X 12' M. 69.75 35 X X X X 14' Mr 130 80. X \ 14' 30" 130 66 X X �\ 14' 30" 120 60 X X X 14' 30" 64.76 32 X X X X 16' 39" 130 76 X 16' 36" 130 65 X X 16' 39" 110 65 X X X i • • ��``�1 14 111 h* • • • • • 16' 39" s0 34.25 X X X X • • � . *.� b�� • • 20' 36" 86.00 29.00 X X • • • • Q,` iG • • • •yi� • • 24' 41" 48.00 24.00 X X '� ' % • CONCRETE: w Table Is intended for drop -in and LDT anchors in concrete. WOOD: Lag anchoring (Intl. LDT) into woad as follows •. •.. p a� �• • eb 40 . Column 1 *: 3/8" thread, 1.75" penetration into SYP (0.55 sg) • • `•� :�i • "" • • Column 2*: 3/8* thread, 3.1" penetration into SYP • .: •: �i� •`•� : '. Column 3*: I& thread, 3.0" penetration into SYP • • /�� • . �Q,,�� . .. s Column 4 *: 1/Y thread, 3.7" penetration into SYP • , Sll r<Y� EARTH: * Specified earth anchor may be used with any of table choices. • •' ; ' .. ,, • • "• HOLLOW BLOCK: Column 1 *, approved epoxy anchoring system for 318" & 1I2" thread. * • NOTE: ** Design pressure may be increased by 5% for negative loads TRACK SYSTEM: Table applies to track system, anchored with two 5/16" fasteners per cleat,as follows: - into hollow block, min.1 114" embed can be Installed as in column 1* - into concrete, rete, min. 1 314" embed can be installed as in column 3* - into concrete, min. 2" embed can be installed as in column 4* - Into wood (SYP. sg. 0.55), min. 1" embed can be installed as In column 1* t g - into wood (SYP. Sg. 0.55), min. 2" embed installed as in column 3* 1111110lift Ond w 13 NOTES: Anchor Spacin varies inversely with pressure and is subject to rational analysis. iiise ,t his measured anchor to anchor. Defle ction : Is minimum glass separation measured at mid -span of screen. ANCHOR SPECIFICATION: a 1 Part numbers: 3/8" Leg Anchor (AS9038S) ° 10 Lag Anchor (AS9012S) D Tapcon 5/16 ", 3/8 ", and 1/2" LDT can anchor in both wood and concrete q �, Drop -in Anchor. 318" Steel Drop -in anchor in 3000 PSI (min.) concrete, 15/8" min. L embedment (H30388) g 112" Steel Drop4n Anchor in 3000 PSI (min.) concrete, 2" min. embedment (H3012S) Dm=br: TO. 110-22-01 Earth Anchor: Proprietary System: Stabilized 1/7'x 30" shaft with 4" helix SCALES An SCA Working load 3150 LBS. (E7912P) Soil Class: 5 (medium dense coarse sand) mm Ni �$ Epoxy Anchor. Equal to Red Head umbrella inserts and screens with C7 adhesive. SHEET Nip 2 [F 8 REVISMNS ocroamr1.m T= FLM 318 w W 2% 2903 SEE:TABW1 0 ALT£U+IATEAWHOWN s �,TIJRNEOEYEORPLM u o W TOM FELMS BiELAO (p83Q128,AS99�8} RlSTAUH/MCNrIM.ON.Y St d WtolfiETRimm U VM3W tMBILEOGE DWANDE. 2 sm TIOI E mm i owl 11 cmb oil EEa p9�a W T 4. �¢ Ww W ORDNNANCHM • • • • ��v 'f � 7 BE GHEEi t 94CM9 W �Q, • =�� • • • TYPICAL ONE STORY ASSEMBLY • • ��, °yj :,� . •�,��`��.:: •:. p INSTALLATION ; • •, ��i�� • • �',�� • • Z W 7 ...,.,, .. . wale EVEaBOLT ANCH OP 8Y rir 7 , . SE&: TABLET [OtTRAtNq Y 6W7 sill G cotmRmam t Am) bf "9 E w ALTERNATE ASSEMBLY DoMlnbr. TG. 10 -22.01 INSTALLATION sc" w SCA E $ AT EXTERIOR SLAB wfi uL AS -001 ff r 29030 ARMOR SCREENCORPORAT(ON s w m3 IF 8 ` r STORM BAR R ocr0m SPAN 4• 5' e' 6• 6' 9- 2t,.w MAX. PSF 135 W 60 135 60 Au�xt.zflaa �FLEOTIOW 6.1 6.F 65" 16w *.2W3 GYP 2"x6" X X X o e ALUM. TUBE X 2 o ' X � o - DEFLECTION: ACHIEVED BY ONE OR MORE STORM BARS AND MAY BE 4 INCREASED WITH BLOCKING - ALUNL TUBE TO BE TYPE 6DOI TB o 0 - ANCHOR ENDS WITH 6118• x 1 -117' TAPCON MIN. OR WITH ALUM MTD BRACKET AND 2114•x1 -112" TAPCON . AMMYE - SUBJECT TO RATIONAL ANALYST AWHIM PW= VAM 90 PAWN q ;+s im 0000 ..• . . 4 W • • • i ��1LT� 111 / /��' • 00000 S.-IIIII A 1:6 ♦ iii as ri • • M .• 0 •••r •••• 6�u1 • .•� • • t / ��BAR f •••„•93•x.• 4 *. OR"ANCHORSCONFIGURAMON ..' METABLE1 •4 ti •• •• • 00 0 � 6lF7 • PORCH INSTALLATION UL � L PAilER pWPLL 1�H •� � E� .•�, STABLOM r, t•1, •Y.11• 4.. 6 i 7 0mveby. TG.SZM SCN.Fj NO SCALE EARTH AMMMK 4 DWI.HElOt r` HCxWOWAMYSTAOLMM 2CraS CI�' ARMGCx� nCxa evs. to AS -001 tlffiil EARTH 21 GMTABLEI ALTERNATE ASMY If AL ATIM xa 4 8 f " IT - w OF TOW REVI I= W= KALE acre rt aocs tA a�st�r.uoci • o O - S d ot d 3 O �s erdNs aAe F d CL to a F- F t ANM WTAUATM MAWAN AT LEAST RAIL OW Z5rN= AND Fes. IF T CAMM SPACM FM BALCONY A SCREEN ; •, �,;�4�j,,, ..... • • . �� a •* �''1 v a• ALTERNATE �; *•" • ASSEMBLY •.• ',•,...� .. 3000 PSI D INSTALLATION ;•• •,oy.., .••ti'�•�' SAL Y 4 [F 7 • •// s`J i4' - � • Q� 1� • • • 00 tnj 0 • ... WOK AT NM -SPAN a >�� a 1 F 6B'7 d ip". CMCRM • . ml SIDES AND OMM AT W%IM COWS= WINDOW SCREEN ftnb TG, 10 -22 -41 o p NO SCU Dw ML AS -001 2W C AWRS0a0WMTKW Wr A05 IF 8 REVISIONS REM ENO on n" ,tea s n, ,► . AMP � a° 7�, TW FM E TOP STRAP DETAIL a7 -0 24 .�c�¢ 4 a .... .. v • BUCKLE W/ STRAP AND TRMM �c';;�,'�' �, • + EARTH ANCHOR, SEE SECTION •dBOFT ° S v ow' it Au q�: e� "• SEE ANCHOR S'EC — m — TIONS . , tr o :...: ONSHEET2OF 7. �.SFW.L F BOTTOM STRAP DETAIL � �._S Bt:t�N.cLASSS CAT EARTH ANCHOR) :' "�•�.y , ®��,:.:• DENSE COURSE SAND}, + i �! •' • w.. +• , • 0 F - VE Kff p FM cm ENTOM SLM V. WFU A `sue : = VOMUMM 8EE7J60Fr H i m BOTTOM STRAP DETAIL -C Ki 0 . "(AT ANCHORAGE INTO CONCRETE)' IN 1.1 T H ill �. of 7 I SU NOEL ACCLE Drawn by: TG, 10- 22 - 01 NEW SC" NO VAL 2003 ® ARMOR SCREEN CORPORATION mm is A S A01 sir iu6 [IF 8 REVISIONS 31 4� EYE 8Il.T OCTOM28,= I1,2a00 am � e u me , ALTERNATE ' vCh K TOP STRAP DETAIL FM 0KNOWMU MI UM tit H STRAP DETAIL AT �. M AL-TERWATE CORNER DETAIL KfY ADJACENT SCREENS a �r 7 &m . w� swn)w c It srraw .. � `�`f'�`•• �':. . .:. TD � • • �4, ;t9 41 Aradrer Qvart� a " X. e a s e ly : �:= • �Ic �u "• . • it. s NOTE: SCREENS MAYBE GROMMETED. m : a • • @� • • TRACK DETAIL .. �niPPitc►� .e a .• . INSIDE MOUNT CEILING A !' gab WALL MOUNT lDrwmby. TG, 10 -22 -01 INSIDE MOUNT SUM W SC" FLOOR MIS in AS-001 Mm c AW= BCRmcoiROR{kT= r 7 OF 8 EV IDNS Naverdwr 0, em am It Iv p M7 8 UP 4M W � 037t LM4 t FULL 2 Lm q� �4 Q>�0 BQAtXiE{'(FIlRF9AST 11� �* AILI 1 P1LOY � - �� - }- ws RTRAtdC(FARi #A�1� R7Ss AitA33�Ai ALLOY #0 loss L o f TWA •a � t4 gyp•• •• �• ; W Rti'L• •0 03 i•••i• �v y •• oeq 006 ••' s •• D:RRING CARRIERS (A -04) • • • SPRING CUPS W10O) 36 KEYHOLE CUPS (AS9138)�� £n fir KEYHOLE CUPS (AS9112) - 5t1G TAPCONS (FT15W t) o f Z4 cA 3V TAPCONS VIM ' � ° Zo oq 112' TAPCONS (FT1512) i.rYS R.z_ 3t6• LAG ANCHOR (AS9=) - -. 31B• BOLT (SIMS) '� � 117 LAG ANCHOR (AS91128) 1/7 BOLT (8151025) oramn re. 14 -n-Q WAW WSME IMAGES ARE REPRESENTATIVE AND NOT TO SCALE m to AS-O01 " m (p AwoRamvENc m vw Nm 8 aF 8 q�uRs � ' Shores Village ' J . .r 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 �Po tN p Permit Permit Status: APPROVED Issue Date: 12/412006 Expires: 06/0212007 Permit Number: WS -11 -06 -2878 Owner's Name: MELINDA REESE one: Permit Type: Windows /Shutters Parcel #: 1132060143160 Work Classification: Shutters Block: Lot: Job Address: 960 97 Street NE Section: PB: Miami Shores Village, FL 33138 - Contractor(s) Phone Primary Contractor Total Square Feet: 0 HOME OWNER Yes Total Valuation: $ 1,000.00 Re uired Inspections Additional Information Shutter Attachment Type of Work: SHUTTERS No of Openings: 21 Shutter Final Additional Info: Classification: Residential I 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. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $0.60 WS -11 -06 -26869 $373.55 Education Surcharge $0.20 Total: Miscellaneous Fee $40.00 Notary Fee $5.00 (� ® �� Permit Fee $310.00�o Scanning Fee $9.00 Technology Fee $8.75 Total: $373.55 Building Department File Copy 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. Applicant Signature Miami Shores Village Building Department NOV, � 0 ", 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y.- - - - Tel: (305) 795.2204 Fag: (305) 756.8972 -- -- - -- 13UILDMG Permit No. e c() PERMIT APPLICATION Master Permit No ©( - 2� 9 1 FBC 2004 Permit Type (circle) Buildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) �� I� E S E Phone # 5 e S -75-7 +3 0 3 Owner's Address `� 6 b 1y G 9 -j -Fr- city HI PFI-1 i s�° S State P L- ' Zip 'a-313's Tenant/Lessee Name S' "( T) Per S f Phone # 30 9 'IS 1 4 Job Address (where the work is being done) 1 D IJ E 1 ST ' �'�� ✓� 9 1+.&E City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name VtV 1j1 1 AML-Val Phone #— (30s) Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # o oJ Value of Work For this Permit $ S I Square / Linear Footage Of Work: Type of Work: &ddition ❑Alteration ew [I Repair/Replace E] Demolition Describe Work: N9Th - tl_, 2fLIC G 71EI . C . od 14 S E W Submittal Fee $ Permit Fee $ �(/ i CCF $ CO /CC Notary $ Training/Educatiou Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 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 C&ner or Agent Contractor The foregoing instrument was acknowledged before me this 21 The foregoing instrument was acknowledged before me this day of Ube 20 q by Sdfi(,y UJ J9f3Qf day of . 20 _, by who is personally known to me or who has produced — 1>Aft who is personally known to me or who has produced k 0a b As identification and who did s �a� j. as identification and who did take an oath. NOTARY PUBLIC: `�SOOZ 2a�� NOTARY PUBLIC: Sign: Naia, ��Q�`` ° ° °y Sign: Print: Cf{ L • %' u :0. 00o Pant. My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: f 1. d Plans Examiner Engineer Zoning (Revised 02/08/06) Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -11 -06 -2878 Owner Address: Invoice Number: WS -11 -06 -26869 960 NE 97 ST Applicant: MELINDA REESE MIAMI SHORES, FL 33138• Company Name: Job Address: 960 97 Street NE Miami Shores Village, FL 33138 - Date Payment Type Check Number Amount Change Friday, August 3, 2007 08/03/2007 Check 1034 $373.55 $0.00 Total Payment: $373.55 Page 1 of 1 . • •• • • ••• • . • •• . •• • • • •• 200 • ' ' ' 0 • MIAMI- DARE CO ` • ' • • ' OR DA ' Tgp -DADE FLAGLE = ING WA 00 ST FLAGLER STREET. S 1603 MIAMI, FLORIDA 33130- 1563 � C 305 315 -2908 BUILDING CODE COMPLIANCE • • • • • (305) 375 -2901 FAX ( ) OL DIVISION .. PRODUCT CONTROL - • NOTWE DF- �A40�� nc.. _ ._• ... • • • •. • • " Hialeah, Flor1da.33016 .. ....... PIE bons governing the use o , �oPE: licable rules and IV i been reviewed by Miam iDade (a�ountY product C 'Phis NOA is being issued under the app =11th y The documentation submitted has s (BOR A) to be tS u d� 0 by of Rules and App �1 - Authority Having Jurisdiction (AHJ)• ue t Contarol the A the ex iration date stated below. The Miama o> ri. reserve the right to NGA shall not be valid after p m areas other than Miami D n Miami Dade County) and/or the AHJ ( es. If this p�duct or material fail to > F ti Division (I quality assurance purp+� inuned W17 have is Product or material tested for q tY se of such testing and the AHJ 1 manner, the manufacturer will incur the expense duct or r the a p Control Divisi ®n t this pro or suspend the use of such product or materi l within their )urisdicta ®n. 1 ORA revoke, modify, Mia Da to revoke this accep if it is determined by mi licable building code. material fails to meet the requirements of the app with the Highclocitz 1� ; r This Product is approved as described herein, and has been designed t° comply rtd p Building Co e. Zone of the Flori - g N: �o�� u��i�� `I ®n �� 3+ of 3, ®� D h� No, �1, tip 1� �2, last revii i son #1 dated December 04, 2002, prepare by K.nezevich &Associates, lnc•, dated the Miami -Dade County Product Control Revision stamp with signed and sealed by V J Knezevich, P.E. bearing product Control Division. the Notice of Acceptance number and expiration aSUU IMi 1 Miami- ct Coun and the 1VIISSILE IMPACT RATING: Large 09 City LABELING: Each unit shall bear a permanent label with the manufactu imsnsaotmhee�wise noted herein. statement; Miami -Dade County Product Control Approved , been no following 't application has been filed an d there has RENEWAL of this NOA shall be considered after a renew e app erformance of this Product - applicable building code negatively affecting F e in the change in �p irati on date or if there has been a revision m of any TERMINATION of this NOA will occur after the a recess. Misuse of this NOA as an endorsement materials, use, and/or manufacture of the product s all automatically terminate this NOA_ Failure to comply product, for sales, advertising or any other purposes section of this NOA shall because for termination and removal f NOA o. Florida, and followed by with any ceded by the words Miami -Dade County, a then it shall ADVERTISEMENT: The NOA number pre on of the NOA is displayed, the expiration date may be displayed in advertising literature* If any Fo rti be done in its entirety. provided to the user by the manufacturer INSPECTION: A copy or its distributors of this entire NOA shall be p Official. oval inspection at the job site at the request of the Building e s and shall be available for insp a 1, evidence submitted pag () & approval This NOA revises & renews NOA # 00- 0628.05 & consists of this page document mentioned above. P,E. The submitted documentation was reviewed by Helmy A akar , NOA No 03- 0829.0 1 / � Expiration Date: 08129/2008 l o �a q /03 g Approval Date: 10/099120e 1 { • • • ••• • • • ••• • • • ♦ • • ♦ • • • ••• • r • • ••u Combo Window shutters, Inc. NOTICE OF . to CE • TANEE ;•;� E • • • • • ( E SUBMITTED •♦% ••• f 0 ♦ • • 1. EVIDENCE SUBMITTED•UNAER PBEVIGUS.APPROVAL # 00- 0628.05 A. DRAWINGS • . ......... . • •• • 1. Drawing No. 00 -857 pj-epared 1i .K41 VU&.isociates, Inc., titled "D.A.S. Impact Accordion Shutter", dated July 23, 1996, revision #6 dated June 10, 1999, sheets I through 6 of 6, signed and sealed by V J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 99 -0036. C. CALCULATIONS L See Association's generic approval under 99 -0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 99 -0036. E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated June 14, 2000, certifying this product to meet the criteria of product tested and approved, and allowing Diversified Aluminum Service, Inc. to use the test results approved under Dade County Approval No. 99 -0036, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Diversified Aluminum Service, Inc. dated June 19, 2000, signed by Mr. Nick Tarantino. 3. Letter by Knezevich & Associates, Inc., dated June 14, 2000, certifying that the drawing (No. 00 -857) prepared for Diversified Aluminum Service, Inc., signed and sealed by Mr. V. J Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. 96 -168). 4. Acceptance Letter issued to Mr. Nick Tarantino on August 15, 2000, and returned signed by Mr. Nick Tarantino on August 16, 2000, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. 03 -815, titled " Combo Accordion Shutter ' , sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V. J. Knezevich, P.E. B. TESTS: L See Association's generic approval under 02 -0799. Helmy A. Makar, P. E. Product Control Examiner NOA No 03- 0829.04 Expiration Date: 08/29/2008 Approval Date: 10/09/2003 E -1 Combo Window shutters, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . ••• • • • . .. • C. CALCULATIONS: 0 0 x 0 0 .. .. . ....... 1. See Association's generic approval under 02 -0799. D. QUALITY CONTROL 1. By Miami Dade County Building Code Compliance ice. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 02 -0799. F. OTHERS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated August 27, 2003, certifying this product to meet the criteria of product tested and approved, and allowing Combo Window Shutters, Inc. to use the test results approved under Miami Dade County Approval No. 02 -0799, signed by Mr. Frank Cornelius. 2. Letter by Knezevich & Associates, Inc., dated August 27, 2003, certifying that the drawing (No. 03 -815) prepared for Combo Window Shutters, Inc. signed and sealed by Mr. V: J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. 02 -458). Helmy A. Makar, P. E. Product Control Examiner NOA No 03- 0829.04 Expiration Date: 08/29/2008 Approval Date: 10/09/2003 E -2 0 0 .420" .048" ' 966" 875".003 c 3.840" MAX, i 1.8 40" x 1.665" J t o $ �� .463" .945.. x I 1.533" .058" 025 i ry t r t2 11 2 O t2 2 2 IAN t 90° I N 00' I 1TYP. -. 1 ° TYP. 2) 1 2 N -t1• .it'a -. P f I --^-f - TYP # T e m _I pP J o P• r t1 3 N CI I 1 " m`O 91.51 I i p }2 t2 i N C•I c•� - NDS T! Zf, Y • -- 1 M I. 107" 600 " - t1 1!I P . .1 (TYV m N .�55 wa CAL . HALF IZ N ^ P! 12N 641" : ' 1.25D" N ° T - - 93' t1 84" IW 62Q $ T7 yl 9 ^gryDl} 3" I I x 136" 9 h 0 .� 6 75» N IT P. 21 e1 t3 I apD (O[[1 ® .326` •4- S a W H LG. �ER tp 640 620" , 5 0 500" 3283 "250" O .05w� HEADER WALL MOUNTED o� ' �scaLF: ALF LYE O5C4LE: HALF�u1Z- pU1LD OUT WALL HEADER 51UrWALL NTE AD - OP 4DJ SILL -BOT. a W s OSCALEi t{A�L $2E Ou�CAL�: HALF $� ' AL a XAL i SCALE: HALF 512E O • SI "� O FLAT END SLAT • SCAL : XALF IY 7 SCALE• HALF SIZE . F-- 4993° 2.77 • •T 4 4 uj ® ggy .1 4 SCA N LE• HALP SIZE ,p6 \ I WM $ :r ^4PD. Y� B : •••• ^^m''�� 45 ° 4 b5z" I e t 248 285 " in :285 °IbDOn' .. :�85 "10. :I ��• • • • • • : : 1h 60x '�'_ .060 µ .248' 60: .7. 'T_ .060" • • • • • • WALE: HALF SIZE BO" = ' 9^ .060" .... o 1.G 9' 3 • P `t s 1 d •t 2mm • • • .060 m n 190" O .060" .060" �' m �? y 625 "- -060" i Z i >@ • • • • • i RAyR 1lsL IV07E5: #060" = 60" a • c • • • 60- 60" 345" 60 a 60" 45" a =QNN t. T*X$5p1 APPROVAL ppO E • E Ag "IT A $NUTTER SYSTEM ANALYZED PITH � � • T10.•PROVISION SEt P�R THE ISSUAJ. OP A NOTICE OF ACCEPTANCE INO47 BY COUNTY PRO N ,m pl Dm MIAMI -OAO DUCT C DIVISION FF THE FLORIDA UIL LNG BO .095' I .080" ° in .045 I NO 0 • ��'' • • • • L OR 250" o .L42" 942• I 250 o m 42k I F LLpO 0 2.• TO VERIFNTHAT TXE AN[HDIR AS WE ARE NOT OVERSTRESSED IN TH Af .94 ^ " I ' - 59" O I p �=eR!?„1 C • • • • APVi.L DOU OWABLE STRESS WAS USED MENT•, w1�Rt)SsE tN ALL E+ _ PP{{ll LL7R'tt ANALYSIS. • • 3. p[ T�RRAA�7O� TI� FOSTtVE IV DE IGN LDApS TO U$E WXENREFFRQNEI r " 1" 2101 } I 1 � maF • • • • •7T7PDdiVHENTS IN 4CCORDSNCL WITH THE CAVERNING CODE AND 60VERNING�I �_ I VE Q Y. 0, WINo L A [[A CULAD"R IN ACCORDANCE "ITN THE FLORIDA VI • BUILOW�COOE 200, A D�I��IRLITY FACTOR OP Ktl •O.OS SMALL BE USED. CENTE TE '1 CENTER MATE 2 CENTER MATE '1 BV/LOCKQIG RDO) CENTER MATE 2 rorLDaaNGRDQ> ((VV::pp�Ill • 4. THE�S APPROVAL DOCUMENTS ARE GHNER CIFIC API• IC AND W NOT INCLUDE INFORMATION OSCALE• HALF SIZ SCALE: HALF SIYE 98 SCAL :HALF SIB @SCALE: HAL SIZE • • • • •� FO ITE- SPEI•W1 THIS SHUTTER SYSTEM. • 5. THESE APPROVAL DOCUMENTS [ MpLY WITH CHAPTER 61675 -23 OF THE FLORIDA • • • • •,� ADMINISTR�7IVE CODE• • • • • �- VJ. KNEZEVICH I • u 6. E E•I•'IRIVAL DOCUMENTS ::ggREg SUITABLE TO BQ APPLIED BY THE CONTRACTOR .040 "R 372 I RYenu P VIDEO TAE CONTR4EOR pESNOT:DEVIATE PROM THE C ITIDNgg OETAILEO • U REIN AP&TTHE cONTggCT R VE IES THAT THE EXISTWTRUCTVRE D ¢5 - STAINLESS STEEL S N • Nqt DFVIA W EITHERTOR�QR MtERIAL PROM THE 5TRU1 TURaL SUBS7Rp o ASSEMBLY 9t5..T'T -9 6" ❑_ 322 ; O TAILED I REw. • b r - .320 "0 HOLE �` 517" • • • • • T.Ip.7E' •I•q TIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID y5" i APPRO (DOCUMENTS. -- l I' 15'• : -- -- RIV WHEE ° 222' I B. WKEN THE SITE CONDITION$ DEVIATE FROn THESE APPROVAL pp[UMENTS, THE tr N I RIV H 1 p - •i� m BUILDING OFFICIAL MAY ELCC9 ONE OF THE FOLLOWING OPTIONS: I 056 PLACE 1 �I 97" '.379 l] f+ Al REQUIRE THAT SITE $PE IPIC pp��UMENTS BE PR PARED 5 NED OATEp AND I 1.700" 1 .Y� I � :+I� 0 I .6 B" 1.115" 251 " E X322" SEALED BY q LII[CENSED ` ENGINEER OR REEGISTERED ARC�1..��yyT CT hIHICN DETAIL23Q hm B ' AND JUSTIFY T//E DEYIAT�IppN S$AID DOCUMENTS SHALL BEUUBBNtTT£D TD TI1E '"` - - - y9Q n I M/iy( t'1° L �g'I :11 � 1 PRqODUCT ENGINE R FOR RFl%fEW AS A {DNOITIDN TO THE BUILOWG OFFICIAL t'1AJC, " 6•THICK STAIMUOS STEEL Pi Iy0-N tlRANTING +aS /HR APPROVgL.2" MIN. -5" MAX. TYy, AT 0 + r: -.�1'" 1.L00" 0) REQUIRE THAT A ONE -TIME SITE S [(PIE APPROVAL S APPLIED FOR AND OI�E A 7pF BOTTOM V.RRIFA p g HHEESECHHUEERED FRO MIAMI- O1ApDF Cg P1R�ODUryCE7, O DIVISION. O�_ ROLLER 8 T ( �� IN O INSERT OL AR �iE 1 % ZONE AREAS E O ILY LSBE ACC BY THE BUR.OING A " $ LE• NAl 512E Z SCA :HALF SITE C E: FULLS 73 SCALE• HALF SIZE �' SCALl: XAL SIZE L e 110 7 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: F P y tTj s gFFeQlrm 2.37 / - . 472 " I. D. �pi� .360'i ---- 80 .375" R A35" R p8;pppCT REVISED 4 3 m. AL SHUTTERS 5XA 1 HA VQe A LOCKWO MECN4NIgM AT [ENTER OR SIDE [LO$URE - .612" O.D. t tom- O 135" R E�y.Ohm. 3 a WI IN iB' DP CeNT IYERT.). LOCKQIG MECHANISM SMALL BE OC . LKED TO PROVIDE 1 i HUpRIC4NE PROTEHIN. ` 505" R m O 8GWi0$CoGa - A IT STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.,ON.:-'�d / m AM2p10iNO N0 - • P LJ .°i^ -� 72- AL S REWS AND SOLT T GE O y -T4 AL MINUM ALLOY STAINLESS STEEL, IO t I N .211 . 1 t2 I I c O � t0/1T12002 L G f R I'm i r# t2 2 Ay211 50" 315" R pR A V AN12Ep S, . 1 4 N MUM TEN ILE STRENGTI+ OF 60 K.5.1., U.O.N. T tl• ( 6y a POP RIVETS TO BE 3516 ^0, 5052 ALUM. ALLOY, U.O.N. 7 1• 5 83 87 5"�i -` I $ � • ` • - � ry �, E 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FELD CONDITIONS REQUIRE. �. 7'350" 500" �', $J6 • 1 4 � 0" i t ..200" OM Contra �0 OO 14. P11,,Mp PAOLA CKS E ANC RS S REM U CH AS OW S OVBLE NON- STACKING LOCATIONS. USE 1 CA LK - 01F110NAL) EMOVABLH�RS U P CAW ANCHORS. WALKOVER SILL LOCKING ARM ALIGNMENT INSIDE R HAND 15. THIS SHUTTER SYSTEM IS pATENTEO WITH THE U.S. PATENT ANO TRADEMARK LO�KING P �I.OQR MOUNTEDIN " p OFFICE. PATENT No. 4,755,270 �S SAE: XAL $LYE 16 $ AL!' HALF SIZF �7 SCALE: HAL 512E 18 SCALE: HALF IZE I BhB 1 Of 7 VARIES - NO LIMIT SINGLE ARM LOCKING m (MECHANISM AT CENTER l BUSHING ! SECTION TOP TRACK IFO�R SIDE OF SHUTTER. g /4"I INSSDE OR OUTSIDE L OFSHUTTER HANDLE , 12 , n I I ! 1116" 0.0. 0.83" LONG NYLON PLAN 1 ' IOP BUSHING j a VIEW a a II I! e LL y +e ALT. LO A ION OF Z V¢ g N Z LOCKING MECHANISM q10 x 2" SMS. MANUFACTURED Zr R p AT SLOE aPo/aL2Alw LLKQ FROM g410HT OR 18 -8 STAINLESS —„• Pi W W/ XYLAN 5200 FLUOROCARBON 8 �u (� SINGLE ARM WCK OPTIONAL CLOSER HANDLE STEEL W/ XYLAN 5200 FLUOROCARBON NF gg G `a n N a W N.45. N.T•s• C SER I ES ST S WASHERO w w Z ¢ SINGLE ARM LOCKING ITYP. TOP &BOTTOM) i qo x Y IL j OR SIDE ISM SHUTTER. NYLON vd g a q 'A I LOCK MAY BE IN$TALLEO ON HANDLE B p q IN510E OR OUTSIDE OF SHUTTER H t 1 3/8" 0.0 .x 0.90" ONG NYLON 1 I F BUSHING r W' `•' LOCKING MECHANISM USED •IIN7@Q9(RAM q70 z 3" 5M5. MANUFACTURED xW BOTTOM TRACK CAN BE Col 1B" ABOVE FROM #410HT STAINLESS STEEL V OR BELO CENTER W/ XYLAN 5200 FLUOROCARBON N I J IS£E GENERAL NOTE 10) MOO NOT REPLACE COATING &.460"0 x.050" THICK 300 >F 3g of"s'A too SERIES STAINLESS STEEL WASHER TYPICALELEVATIQN LOCKING PIN SINGLE ARM LOCK O NALCLOSER HANDLE (TYP. TOP & BOTTOM) W u: r.s. scALE 1 -vr ° r_o N.7.s. SCREW BUSHING & ROLLER/ m � BUSHING ASSEMBLY p Se AL - HALF SI - MIN, � G SHUTTER SEPARATION MIN. SHUTTER SEPARATION • • • SHEE TS . D STANCE TO L£ BE FASTENER 24" O C SHEET5). G LA S S, STANCE TO BE LE • • 1 AiTANCHOSCH�YLE )E /r o • • • • R ANY AC PiABLP• SHUTTER BLADE OR FROM (SEE SCHEDULE �OR ANV AC EPTABLE SHUTTER BLADE BACK R FROM (SEE FAST CHD� SCHE D.C. :••••: •• l�eCHORI. • • HANDLE WHEN MOUNTED rFOR ANY ACCEPTABLE 2` MI a ANCHOR). HANDLE WHEN MOUNTED FOR ANY ACCEPTABLE • • INSIDE. ANCHORI. INSIDE. ANCHOR). -- • • • • 1 •N • [ SURE Lt1 7 � qm�. •• ••••fANbQE W! GLASSNG 6a EX !NG IST/ CO ~ T� • m (�1 GLASS 6 LZJ Nommi 0000•4K •• Q� p o • Z - I rD w - O W • • • • •• 13 L 700° 13 100 .••••� • iJ •••• 14 �� _C (gl n L nl •••••� YP.1 ••!•• � O 1TYP.I ITYP.) 0 • (T \,7 6 -1/2" C ING 17 6- ,J 2 ---r' a V� i iuL IQJEZEVICN • • • • • • CK • SINGLE aFjri LOCKING SINGLE ARM LO • • • M HA �7 CEN7E MECHANISM AT CENTER i OF•SIOE OF HUTTER I • • LOCY•MAY BOINSTALLED OR SIDE Or BE INSTALL ••••• •••••• ON INSIDE OR OUTSIDE % ON INSIDE OR OUTSIDE • • OF SHUTTER — - PLAN VIEW x OF SHUTTER - OPTIONAL VIEW SCALE: 3 • 1• -0" SCALE 3/4" MIN MB. 3` = 1' -0" 6` 'p 3/4" MIN. ASSELY a I ' 3 E FA 7ENER SCHEDU t -1/2" MAX. SEE FASTENER SCHED t E 1 -1/2" MAX. &Q —OPTIONAL LOCATION ," x 1" x 1/8 " SSEP7BLY j7 I i R CDIYFIECTION TYPE ," x 1" x 1/e'• SCHEDULE ANCHOR 1 C ALUM. ANGLE W/ OPTIONAL OP ACCESS 3/16 "0 POP SPACING I I SCHEDULE FOR MAX + + 3/16 "0 P HOLE o: o RIVETS LZ 6" O.C. XISTING EXISTING hh STRUCTURE STRUCTURE lie y / PRODUCT REVISED OPTIONAL _ xo Nm�yingtrUbRb Florida ' DRILL 5/B "0 HOLE FROM JOINT BETWEEN SEE SECTION B ON SHEET 3 J E OINT BTWEEN SEE SECTION L ON SHEET 4 Baidift Cade BOTTOM OF EXTRUSION �4 JOINT BETE AND FOR COMPLETE INFORMATION F SILBL E AND FOR COMPLETE INFORMATION AccOptamt No -0 .0 TRUSS HEAD BOLT ITYP BEFORE ASSEMBLY FOR CS C9NNECfION TYPE �CD�!�CN '� Ex Date x t o /+1 /2ooz • .( REFERENCE ANCHOR REFERENCE ANCHOR GQ �•• u SCHEDULE FOR MAX. SCHEDULE FOR MAX. By ��•�� ? �•x » - E SPACING SPACING M' t1= _a e •roe -° A P4 Nymw oN s M ..w»ns en..w. u rrt= T Div)ston S REMOVABLE FLOOR TRACK DETAIL OPTIONAL REMOVABLE FLOOR TRACK DETAIL 03' 5 A scaLE a 5 ". t•_ o" -' 5 AL 3 ° 1 - 0' Sheet 2 O_ } .• I1 . - FOR LARGER SPANS m EXISTING CONCRETE, MASONRY EXISTING CONCRETE, MASONRY OSE CO TW 2" x 5" AL. ANGLES EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE EX W000 STRUCTURE. SEE EXISTING CONCRETE, MASONRY (SEE SCHEDULE 1 TYPE C) OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP, ANCHOR SCHEDULE. TYp, OR WOOD STRUCTURE. SEE C2 CONNECWN yypE ANCHOR SCHEDULE, TYP. ANCHOR SCHEDULE. TYP. REFERENCE ANCMO REFERENCE CE�ANCHO O. Ea. EM Cl CONNECTIOW TYPE SCHEDULE FOR MAX. 2" x 2" x .050" ALUM. TUBE M SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT g TYP, TOP &BOTTOM SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING ^ SPACING 5 /8" MAX. SPACING 1/4 -20 MACHINE BOLT W/ ROLLER ASSEMBLY �2 - $ 1/2" TYP. EVERY OTHER PTN E REFERS ECnAN ANCHOR CT t2" D.C. ITYP., TOP w r REFERENCE ANCHOR w r7 S PACING FOR MAX. ay LJ § vv w D SPACIN 1/4" w 0 1/4" MAX. 2 k R "� W a 1/4" MAXI MAX. ' d g 2 MAX. EDGE `� G r DIST. 2: ¢� SSE TABLE 2 gggg ggL,gE 0: Q a z 4- moo, g of B Iz 3a pR pOOR F w IAQ SEE TABLE 2 3 to SEE TABLE 2 y �II IIIf <� rr2L2 � SEE TABLE 2 F : 41,3111"0 POP RIVET 8 a i r w ° Wig' Ip ram OR 012 TEK SCREEW = 2.'Oj O D @) 6" O.C. (TYP.) Y+ d•,> C�Lp 5 > OR DOOR -11 V u 4O & S X -' OR DSOOR -314" M N X GLq }} - /t6 1 Nl p E Iu1 o QQP 00 OR DOOR 1( ASSEMBLY F Xu qL AN��EE d = V MAX. d= .mss b W'� x 1!B" £N LE DIRECTION a X Ew el . x w o Z- AL ANGLE �T P I j E w d uM xW 'a — _ - - - - - - W/ 3/16 "0 POP 3%16"A pOP RRIVET I i . I E � V w RIVETS 1/4" MAX. 6" O.C. - 6" O.C. (TYP.) 1 /4 MAX. L7 t/4 "MAX. L OPTIONAL FASTENER - MAX. 1 TOP &BOTTOM w O • AX, LOCAON IN LIEU OF ANGL • Z TIE G . _ r = + $ E g - O SUPPORT - STAGGER G'I �NNECIWNT'YPE — ��• • • • • • v I $ C2 CONNCCTON TYPE REF CEnANCTYPPEE AN�H 1 0F,� ENTER REFERENCE ANCHOR Mg EC11eN TYPE REFERENCE ANCHOR REFERENCE ANCHOR SCHEDULE FOR MAX- •REFERENCE ANCHOR SCHEDULE FOR MAX. SCHEDULE FOR MAX � 1/2 SPACING EDULE FOR MAIK. P • o SPACING SCHEDULE FDR MAX. •••• v SPACING G SPACING (71 CONT. - FOR LARGER SPANS EXCEED 8-1/2° DO NO •• •• 2 S /B" MAX. OSE TWO 2 x 5" AL. ANGLES �Pegg ISEE SCHEDULE 1 TYPE C) 5 • O �W I / MAX. • • • • o- v I /8 "MAX. 0000 •• •• m Comm 3 . -o• O WALL NT SECTION O CEILtNG/INSIDE MOUNT SECTION O BUILD -OUT MOUNT SECTION w O BUILD�lIi NDYNT SECTIOIW • • • <` 'n I A T ALE, B s ALE, 3° . t -o` C SCALE: 3" • "-D' D 5 �p aN'v' °i EXISTING CONCRETE, MASONRY • • • • • • • • OR W00D STRUCTURE. $EE EXISTING CONCRETE, MASONRY -1/2 -1! 4" x 1/8" 6063 -T6 ALUM. j ANCHOR SCHEDULE, TYP• OR WOOD STRUCTURE SEE CONTINUOUS PLA7�j W�0•• • O •A m ml r^q CONNECTION TYPE ANCHOR SCHEDULE, TYP. EXISTING WOOD I I THREE 1/4 "O WOOD AG • 0 0 ?�• .. USS ORRAFTER / p`, SCREWS WIT SCHEDULE FOR 2 - 3 �." 0 000• ��x I REFERENCE ANCH TR OR MINIMUM THREADED maF•� MAX. . @ 24" MAX. O.C. • • ep_ cl CONNECTION TYPE v PENETR. FTER OF T US "7" IN WQOpp U rx• M SPACING BUT DD NOT REFERENCE ANCHOR EXISTING WODO OR a�� • 0000 . •0 00 EXCEED 6" SPACING 1/4 -20 MACHINE BOLT W/ SCHEDULE FOR MAX. STUCCO FINISH wr EACH RAFTER • 0 °D NUT fA 12" O.C. ITYP., TOP SPACING MATERIAL — I xz 00 • • 0.0 z y 11 CONT:. 11 CDN7. T aw 24" O.C. MAX. WHE TOM1 r w PLATE EXTENDS • • • u � • ! 1/2" _ 2®FYP. TOP & BOTTOM a BEYOND LAST TRUSS, E ROLLER ASSEMBLY ��j 1/2" EXTEND PLATE TO NEXT • • • A TYP. EVERY OTHER PTNwv1 TRUSS VU.OIF26VlGH ../ TWO 114 -20 .112 ".• 0, 1/2" MAX. � vaeooax 11 CONT. MACHINE BOL75 O 1/4" p1A .X0.7 014 SMS fA 24" I MAX. W/ NUT OR 014 0 C. MAX. IN TEK SCREW (012" O.C. 1/4" MAX, BETWEEN TRUSSES z ITYP., TOP & BOTTOM)_ Z 2d• 2 a� m SEE TABLE 2 mw 0- SEE TABLE 2 n h� O yogi v°i ' OR D B \ Fr-�A [�tg M gQ 13G y 9 -3/16" MAX. O 1 iil3�a.�i OR O OR D O W� r ffiE II - T ALT. ANGLE LEG DIRECTION. • n V � }T dV SEE TABLE 2 U H REVERSED ANGLE LEG MAY Xw ` V = O X� o BE FROM ONE ANGLE OR FROM d Xx Maw BOTH ANGLES ITYP.I- E QV X Ex U C1 CONNECTION TYPE I d W VI d wy o REFERENCE ANCHOR SCHEDULE FOR MAX. 1/4" MAX. LI PACING BUT DO NOT (� 1/4" MAX. S EXCEED 6" SPA11 N CONT. 1 /Z" Qvi 1/4" MAX. 76 � 1/ wo 2" 1/2" C3 CONNECTION TYPE PROMWREVISED + y1/ _ EMBED, REFERENCE ANCHOR ��NSI tlmIldE EMBED. C1 CDNNECitOp TYPE SCHEDULE FOR MAX. 11 CONT. 11 CONT. REFERENCE ANCHOR SPACING 808Cw1a _ SCHEDULE FOR MAX. AcceptOga NO Z SPACING Eapftatim Data 0 a �( 10!77!2002; O .i ae l ar•vnq 5 /8" MAX. 5/8" MAX. EXISTING CONCRETE. MASONRY J u wt® ¢x NOTE: STRUC URE. SEE O,EO. wnM m,...ae nr � ANCHOR SCHEDULE, TYP. BOTTOpM Mppu1N77 pEE77AIL 0lviA." 5 MAY BF USEC1 AT TOP. WOAD SOFFIT/ a.ra+v m. vn a O BIItD OUT MOUNT SECTION O BUILD -OUT MOUNT SECTION � ROOR MOUNT SECTION 03 -815 sLAL , 3 n 1•_Q- F scat : s` • r_ox G c LE: 4` n 1 -0° sheet 3 Ot 7 m EXISTING STRUCTURE 5/8•• MAX. OR D c 6063 Tb ALUM. ANGLE SEE TABLE 2 , o M f- DETAILS &® M ° TWO 3/8 "0 POWERS - t -t%4" CA i-' DRILL 7/16 "0 HOLE n CALK- 3 -3/4" O.C. � m LDl THREE -1/4 "0 THRU BOLTS W/ 1 KSI MIN. EMFIED. _ x ° - �7 MIN ALUM BEAM (SEE BEAM tts• 5.75" " . DRILL 5176 "0 HOLE 8 yl m W IN ITH 3 4- 7/ C 2- M IN. ---�( . z o W 4 -2" M a J Ta 1 SCHEDULE BELOW FOR 'X q U >yI EDGE DIST. OR FOUR I q IL z_ fgg0D t� 1/4' 0 ELRE- N BEAM DESCRIPTION & MAX. HORIZONTAL SPAN S I 8 I E M �`-" a W b (0� 3" O.C. W/ CO C 1 -3/TE4FLE " _ Tf EMBEDMENT & 2 -1/2" 1/4 -20 S.S. MACHINE SCREW EDGE DIST. IN EACH O.C. USE THRU ANGLE taps s S vi & NUT A % BOLT N I ACCESS LE AS ts0" 1.12 t.00` t.88• t.tr }-o SHOWN IN DETAIL I C 1 7/4" X. i 1/4" MAX. 3.00" 6.00• ._112.. ( Um R . a o ALT. LEG IA DIRECTION IQWW ~3 ANGLE DETAIL U CALK -IN ANCHOR EMBED. 1/4 -20 S.S. MACHINE SCREW & NUT >: w F, m J (m 12" D.C. PROVIDE 1 "0 ACCESS HOLE @ -0 SCALE, 3". Y -0" ,` ACK SIDE FOR FASTENING ' _SEE TA 2 >_ >�- 0 [,L q55 cot PLYWOOD AND I ,l- TWO 1 / 4 " 0 S.5 LAG SCREW Nu "7 OR DOOR — - N Q FzE q -. DRILL 5/16 -0 STUCCO FINISH --J yl;;_}}}; 24" O.C. C. MAX W/ 1 -314" PEAR. • a,z - �Xw � f.. - HOLE 5/s AX •••••• w� 8 ALUM. BEAM & Q A LL =c3 � N D0^ 3.00` 3.00" 3.00" L00" AX IN CENTER OF STUDS 1 /B" DR• • • SHUTTERSCHEDULE £ I xlkLu M W^ Y QQ � LU.RU� SHUT TER BEAM I T � ]F @ YW"FSECII i(MAX DESIGN 60 69 - T6 LOAD - 72 PO)* • • • DESCRIPTION SPAN SPAN (MA7C. DESIGN LOADx72 PSF) $111 ••••• • • "" 2 " x S •. 5' -0° v' -s' H scAP SUPPO B M ON - USING ALU TUBE (� Y.60" 5.00" 3.00" 2.50" V • • • • y Tw ..125" Tf ..125" tt.00" EXISTING CONCRETE, MASONRY••• • • • • �� w tp•_p^ 7•_6•• OR WOOD STRUCTURE. SE • • • • ('� arnn^ s NOTE: 9. USE BEAt'�5CHEj�ULE FOR ANCHOR SCHEQULE. TYP. • *so • • 4+•1 �AmW w 5' -0" 74 DETAILSCi ANOC�7. O. Ea. x 0 2" 7 2. SHUTTER SPAN TO BE LIMITED •••• ° NNI Tw ..072" 8' -0" 11' -6" O¢ m TO THOSE SHOWN IN TABLE, SHEET S. ANGLE DETAIL USING CRETE -FLEX ANCHOR 8 MAX. • • No 0 m 7f ..224" 10' -0" 10' -4" • n 3. BEAM SPAN SHALL BE CONSIDERED X: b1C:ONNECTiC�11 �• o o SCALE, REFERENCE ANCHOR ^ / S' - 15' -5'• AS THE DISTANCE FROM LOF SUPPORT [ I a 0 2" x 9" TO 4, OF SUPPORT. EDULE FOR MAX. Tw ..072" 8' -0" 12'- 5 "CING " ♦��_ a Tf ..224" 1/0000 10' -0" 71'_2'• T 1 L�•••• u • ,'m� GGLLg65 GGLLpgS [G�LSgEESTABLE2 • • d" •• •• c OR DOOR- SEE TABLE 2 Q�.3� W OR DOOR OR DSOOR • • ¢ %� • • • • V M a E71 - ¢ 3/16 "0 POP RIVET E m q�W SEE TABLE 2 W b OR H12 TEK SCREW x'Z� au®xm = r~- @ 6" O.C. (TYP.? a a W W DO D b �.j 0, 0 4& 5 XyXW p:�Xq N ASSELY `_ gg p {{�� VyEE x aWrx -QZ e z Q " O EK S�REW X y �0¢y E / 6 "0 POP RI ET mZ EM ( 6 qyN LL I y CG CTJNNEcn0N TYPE (016 "D.C.(TYP.I 1/4" 3 TWO 3/8 "0 PODWERS m 1 -1%4^ E R FERENCE ANCHOR MAX. CALK -IN [Ol 3 -3/4" 0. C. iv j $EHEDULE FOR MAX. W/ 1 -1/4 MIN EMBED. AS�EMBL U4 3/16 "0 POP RIVET SPACING IN g KSI CONC. iv & q) OR OR 012 TEK SCREW �• WITH 4 -1/2" MIN. �' p 6" O.C. 1 / 4 " (2 o 'DOE DIST. OR FOUR I AL BEAM (SEE BEAM , --ti MAX' O. I 0• 8 S 114 ;0 ELCO CRETE,-FLE SCHEDULE ABOVE FOR 1/2" OPTIONAL L)CATIO (� 3' O.C. W/ 1 -3/4" I CIS CONNEC11081 T71PE r EMBEDMENT & 2 -1/2" _ DETAILS Tf BEAM DESCRIPTION & REFERENCE ANCHOR DGE DIS a ° EDGE DIST. IN EACH ® &® MAX. HORIZONTAL SPAN51 3 SCHEDULE FOR MAX. ANGLE NUT 1/4- 21) , OF 2 CA 1 0 & I SPACING � C��g NSIDEMOUN7 SECTION Ta 1" MIN_ ACCESS HOLE IN BOTTOM `FOR WOOD PLATE USE //4 - 0 L s AL .'+�FQ p _ 0 . t - HOLE BEAM OR USE THR BOLT AS EMBED. 5.5. LAG SCREW W/ 1-3/4" �. SHOWN IN DETAIL t� PENETRATION INTO WOOD PLATE (0112" O.C. PROD I I 7/4" TWO 1 UCT' /4 "0 S.S. LAG SCREW REVISED 1 .- ALUM. ANGLE PLYWOOD ANb J 24" IN CENTER OF O.C. MAX W/ 1 -3/4" At roroP(ylvgp'(}y� THREE -1/4 "0 THRU BOLTS UUU STUCCO FINISH -I-V ENE ;RATION BtlitCOde S/9' MAX, STUDS q¢ecN00 - Z t0 /17 /2002 I E STRUCTURE - MAX -i-� ALT. LEG DIRECTION - -2" x 6" P.T. F.xMtxtkw WOOD PLATE' (MAT(. DESIGN LOADa72 PSF) (MAX DESIGN LOAD 72 PSF) O BOTTOM 3- SUPPORT BEAM DEr /1 I1 VALL MMOO /NT SECTION - USING 2'x 6" P.T. WOOD PLATE o- SCAL . . 7•-0• I . 1' -0 sh0o7 4 01 7 2" MIN T MAXIMUM ALLOWABLE SPAN SCHEDULE A MINIMUM SHUTTER SEPARATION FROM GLASS (IN) rFASTENER 24" O.C. B g , IUSE ANV � NCHOR 174 L TY�A TYPEB TY C TYPED L MINIMUM MINIMUM n ANCHOR SCHEDULE) E NEG. DETAIL L DETAIL C o ALL OR DETAIL E SEPARATION SEPARATION 1 DESIGN MOUNTING DOUBLE 2 POSITIVE FROM GLASS FROM GLASS LOAD ©W ANGLE DETAIL E ACTUAL FOR FOR CONDITIONS � SINGLE ANGLE REQUIRED 9 3/16'• RESIGN SPAN INSTALLATIONS INSTALLATIONS IPSFI EXC PT REQUIREp 3 -3/4" MAX. B.O. LOAD (W) LESS THAN OR GREATER THAN © MAX. S.D. (FT - IN) EQUAL TO 30' 0' ABOVE U. R AR SMS BOVE GRADE GRADE MAX. B.O. MAX. S.D. 8.0. (PSF) z- 010 x 1/2" OR 3/16 "N ALUM. GALVNIZE POP RIVET (FT - IN) (FT - IN) (FT - IN) (FT - IN) (INCHES) IINCMES) 'w m '� (q 16" O.C. 1" x 1'x.055" • t" x 2" X.055'. 30.0 13 - 1 1 12 - 4 13- 1 12 - 7 5- 0 2 -7/8 1 -1/2 '^ {� 2 "x3 "x.OSS 4 "x.OSS" 38.0 13 -1 11 -D 13 -1 I1 -2 7- 0 2 u'" OR 2" x 5" x .12E AL. ANGLE -7/8 7 -5 /g 4o.0 12 - 11 10 - B 1 12 - 5 10 - 11 30.0 11- 0 2 -7/8 1 -5/8 40.0 12 4 9 - 9 10 - 4 10 - 0 77 - 0 3 2 -1/6 52.0 12 - 1 9 - 49 - 7 9 - 7 0 13-1 3 -3/4 2 -3/4 » [�Qg -- Q aLA L E UR D ETAIL 56.0 11 11 9 -0 9 -0 9 3 61.5 11 ^ 7 8 7 B 7 B 10 5 o a - 7rs 1 - v2 aC 1 7 - 0 2 -7/8 1 -5/8 v "MIN 63.3 11 - 6 8 - 6 B - 6 8 - B FASTENER 24" O.C. 66.6 10 - 11 R - 3 8 - 3 8 - 5 40.0 0- 0 2 -7/8 1 -S /B =d IUSE ANY ANCHOR IN it - 0 3 2 -1/4 u ° ANCHOR SCHEDULE) 67.5 70 - 9 8 - 3 8 - 3 B - 5 - 71.2 )0 - 3 8 - 0 8 - 0 B - 2 12 - 11 3 -3/4 3 • •••• >Z e 75.0 9- B 7 -8 7 -8 8 -0 _ 1 -1l2 5 - 0 2 -7/8 • 81.4 8- 11 7 -0 7-0 7 -4 7 -0 2 -7/8 f - 5/8 $ Y m 070 x 112" " Z GALVANIZER SMS O /1 • • 2° � 0 ALUM. POP RIVET 86,8 B- S 6- 7 6- 7 6- 10 50.0 B- D 2 -7l8 -3/4 0000 R 36 " (afl 1B" O.C. 91.4 8- 0 6- 3 6- 3 6- 6 11- 0 3 0 2 -7/2 • 1" x 1" .055" i 1" x 2 x .055 100.0 7 - 3 5 - 9 5 - 9 6 - D 12 - 2 3 -3/4 • • 1 3 2" x 3" x .055' ; 2" x L" x .065" •• • 1� ^7, OR 2" x 5" x .725" AL ANGLE 110.0 6 - 7 5- 2 5 - 2 5 - S 6 v 120.0 6- 1 4- 9 4- 9 5- 0 5' 0 2 -7/8 • 001-1/2 ••• W ft- v 730.0 S- 7 4- 9 4- S 4- 7 7- 0 2 -7/8 0 f S/B •• ni 60.0 B - 0 2_7/8 1 -3/4 0W o O pp LT� C LQSURE DET91L 440.0 S - 2 4 - l 4 - 4 - 3 a• d N 3t A" 3` "T -O 11 - 0 3 •• ••�3 /4 0000 664 1" x 2" x 1/8" 150.0 4 - 10 3 - 10 3 - 10 4 - 0 11 _ 8 3 -3/4 • • • • 3 • r ml �i 160.0 4 -6 3 -7 3 -7 3 -9 • A •• m LUM. ANGLE o TE a 3 010 K SCREWS Y 170.0 4- 3 3- 4 3- 4 3- 6 5- 0 2 -7/B 1 -1/2 0 r. POP R3VETS (TYPrI I a ([ R NOTES: 70.0 8 - 0 2 -7/8 • 7/B 0000 a �, j ' x 2" x 1 /8` u I gl.UM PDF+ LM 24�O.C. 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON 9 - 6 3 02 -1/4 0••• I� n3• x+ ALUM. TUBE MOUNTING CONDITION IN FIELD. 6063 -T6 ALLO 5/8 0 co Y (TYP.) 10 - 4 3 • • 000• 00 00 I TWO 1/4 "0 FASTENERS 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE o EACH ANGLE (SEE ANCHOR NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE 5 - 0 2 -718 1 -1/2 • 0 9 ANCEEDVkE FOR ANY ACCEPTABLE USED TO DETERMINE ALLOWABLE SPANS. 7- 0 2 -7/8 1 -3/4 •• • VJ.1G0gV1O1� - - 3. ENTER TABLE 7 WITH NEGATIVE DESIGN LOAD TO DETERMINE 80.0 8 - 0 2 -7/8 1 -7/8 j a o pltt', MAX. SHUTTER SPAN. 11 - 0 3 -1/8 3 -1/8 I J EITHER CONDITION MAY BE TYPICAL 12 - 1 4 4 FOR IT EITHER SIDE ._ 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE 5 - 0 2 -7/B 1 - 1/2 MIN. SHUTTER SEPARATION FROM GLASS. 7 - 0 2 -776 1 -3/ O ,W RA CAURE DETAIL Z a� P A z 4� 90.0 8- 0 2 -7/8 2 A. Mq. SHUTTER SEPARATION a 11 _ O 3 -7/8 3 -3/e a FROM GLASS (SEE SCHEDULE 14 6 4 2" k 2" x .125" 'm o ALUM. ANGLE CONT, SHEET 51 W 0 5 - 0 2 -7J8 1 -1/2 a 0.0 "THICK ply 7- 0 2 -7/8 1 -3/4 x. 3105 H92 OR q M 100.0 B- 0 2 -776 2 6063 -T6 ALUM. 10 qBOLTS 6A LOY 11/8" BELOW '!' Qw 9 - 0 2 _ 3 / 4 -Z0 TRUSS HEAD CONCRETE) --- X = c x 10 - 3 3 (9 0 L NUTS W/ CK WASHERS 0 /4" MAX. R XISTING STRUCTURE PROD EXISTING STRUCTURE '-- MIN. 3,000 P51 CONCRETE Baidigg CoOa CONCRETE FASTENER 0 8" O.C. 'lrecptmmNo HALF OF(B ) ANY SCHEDULED FASTENER I5 F OOOe Lxxmw "qua ,2 USE MALE OR FEMALE AS ACCEPTABLE aopn�> ce.�.eo REQUIRED m ix vxe � M T. CO R ER C L O ALTERNA F FLOOR MOUNT DETAM D "f� 03 -815 I d` Q SCALi� = 0 s heet S of 7 m g ANCHOR SCHEDULE FASTENER MAMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 2 EDGE DISTANCE MIN. 3' EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO L P.SF. 5•_B'• ( 9 13•_1•• 5'_B'• B 9 13 ANCHOR WK MAX. (SEE NOTE 1) (SEE NOTE 1) ISM NOTE 1) (SEE No" 1) (SEE NOTE 1) (SEE NOTE /) (SEE Nam 1) (SEE NOW 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ad NOTE (SEE NOTE 3) (S NOTE 3) (SUB NOTE 3) (SEE NOTE 3) (SEE Non ( SEE NOTE 3) (SEE NOTE 3) (SEE N= 3) 1) C1 C2 C3 C4 CS C1 C2 C3 C5 Ci C2IC3 C4 CS C7 I C21 C31 C4 CS C1 CT C3 C41CS C1 C2 C3 C4 CS Ct C2 C3 C4 Cl I C21 C31 C41 C5 45,0 12112112 11217 12112 12 8 5 12 1272 7 4 111 5 5 5 3 12112 12 12 9 12 12 12 /0 6 12 12 12 9 5 11 B 6 6 3 57.0 12 12 11219 6 112112 12 6 4 11 9 10 6 3 8 3 4 12 12 12 91 7 12112 5 12 10 1217 4 9 9 3 5 3 5 4� lJe , 73.0 12 12 R 4 10 5 5 5 3 9 4 3 4 B 3 4 12 12 12 9 5 11 6 6 6 4 10 4 4 S 3 9 3 3 S 3 �. y 1I4 "d ITW TAPCON WI - E t -114" ". EnBEDMEwr 105.0 10 5 S 5 3 8 3 4 8 3 4 B 3 4 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 yz w QW N O,®1. D.t0PP1L STD 170.0 B 3 4 8 3 4 8, 3 4 B 9 4 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3, 3 5 3 � 45.0 12 12 12 9 12,72'12 9 6 12 12 12 8 6 12 9 9 5' 4 12 12 12 12 12 12 12 72 12 10 12 12 12 12 9 12 71 it 11 6 z o • .`- AV„IprI- L-JNEI 57.0 12 72 72 10 7 12 72 12 7 , 5 12 12 72 6 4 12 5 4 4 3 12 12 12 72 Ill 12 72 12 12 8 12 1T 12 10 7 12 6 6 7 5 U 1/4 "0 POWERS CALK -IN 73.0 12 12 12 8 5 12 9 9 5 4 12 Ti 6 S 3 72 5 4 4 3 '.2 12 72 72 8 12 72 11 9 6 12 8 8 8 5 13 6 b 7' S • • >'� W /7 /8'EFOEOMENT - .t- -- - •••••• .: O n 6 114 STAINLESS 105.0 12 9 B 5 4 12 5 4 4 3 12 5 4 4 3 72 5 4 4 3 12 11 11 , 9 6 12 6 6 7 5 1216 6 7 5 12 6 6 7 5 w �• n STEEL MACHINE SCREW - • • Z \ INIpL pS.4 COlKEE7E) 170,0 17 5 4 4 3 12; 5 4 4 3 72 5 4 4 3 12 5 4 4 3 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 1Z 6 6 7 •5 • • • • Zo m 45.0 12112 12 10 8 92 12 11217 4 12 72 t2 6 4 8 4 4 4 12 12 12 3 12 ' 7 it 72 72 9 5 72 12 12 B 4 9 S S S • • • • • • • • y 57.0 12112 12 8. 5 10 10 10 5 3 9 718 5 3 B 3 12 12 12 6 12.12 12 7 4 1018 9 6 3 7 4 0 ••• • 114 AM O A W C ERS 73.0 11111 11 6 3 8 4 4 4 7 3 3 4 11 3 12112 i 12 4 9 5 5 S 3 8 3 3 4' 7 4 •••• • • s NAIL -IN W/ 1-116" 105.0 8 4 4 4 6 3 6 3 6 3 9 5 4 5 3 7 4 7 4 7 4 •• • MIN. EMBEDMENT • • • • • zom� s N,pp0 P31 COIF 170.0 6 3 6 3 B 3 6 3 7 L 7 4 7 4 7 4 • • • • Nmml g 6 • 45.0 12 72 72 12 19 12 12.12 12 7 12 12 12 11 6 12 8 7 7. 4 /Z 12 12 12 12 1212 12 12 8 12 12 12 12 7 12 8 0 8 5 000 •• •• ��nl I ! 57.0 12.12 12112 8 121212 9 6 12 1212 B 4 5 111 3 1212 12 12 121212 11 6 1212 6 12 4 4 7 • •••• •••• ?i,�n w 114 ELEO MALE/ • • • • m ' FE MALE 'PANEL"ATE - 73.0 12 12 12 1D 6 12 8 B 7 4 12 5 S 6 4 17 4 4 6 3 12 12 12 12 7 121 8 8 8 5 12 6 5 7 4 12 4 4 7 .� 1-1/4 MIN. EMBEDMENT • • • • • • to + i 4 - .p� 6 V20 MACHINE 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 td 8 7 8 5 12 4 4 7 4 12 4 4 1 7 4 12 4 4 7 4 = SCREW WITH NUT •••• • am A.T00 ►3L CONCB&7E) 170.0 it 4 4 6 3 11 4 L 6 3 11 4 4 6 3 11.4 4 6 3 12 4 4 7 4 12 4 4 7 4 12, 4 4 T 4 12 4 4 7• • • °�w'�) 45.0 12 72 12 12 11 12 12 12 12 7 72 12 12 it 7 72 B 8 7 4 12 72 12'12 12 72 12 12 92 4 12 12 12 12 8 12 10 10 9 • •••••• /, n u�i e i $7.0 72 72 12 12 8 12 12 .12 9 6 12 12 12 B 5 12 4 L 6 3 12112 12 12 fl 72 12 72 12 7 121 12 10 7 92 6 5 7 • • • • • • U • •� M[- Pin TAPtCnO�N/ 73.0 t12S 10 6 12 B 8. 7 4 12 6 S 6 4 td 4 4 6 3 72 12 12 12 8 12' 17 10 9 6 72 7 7 B 5 72 6 5 T •• •••:•• • I wi l 3,D"TFrPEti 705.0 7 4 12 4 4 6 3 12 4' 4' 6 3 td 4 4 6 3 12110 10 9 6 12 6 S 7 4 1216 S` 7 4 12 6 5 T 4 •• • (- V $ OOR.3,N20p.SJ. C011atEiE1 170.0 6 3 12 4 4 6 3 12:4 4 6 3 12 4 A. 6 3 12 6 5 7 4 12 6 5 7 4 1216 5 7 4 12 5 S 7 4 1 J 45.0 1211 12,12 12 12 7 12 12 12 11 7 12 B B 7 4 72 12jl2 12112 12,12 :12 12 9 12 12 12 12 8 12 10 10 9 6 - 57.0 12 B 12 72 12 9 5 12 12 ,72 8 1 5 12 4 4 5 3 12 1T 12 12 11 92 12 12 1T 7 72 12 72 10 7 12 6 5 7 4 V4 - 0 LC CRT PLEX -(. W MB DINE T' 73.0 10 6 12 B 8 7 4 12 6 5 6 4 72 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 S 12 6 5 7 4 m 105.0 7 4 72 4 4 6 3 12 4 4 6 3 12 4 4 3 12 10 10 9 6 72 6 5 7 4 12 fi S 7 4 12 6 S 7 O P• 170.0 6 3 12 4 4 6 3 72 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 72 6 5 7 4 1Z 6 5 T 4 g ANCHOR SCHEDULE g FASTENER MAXOM M SPACM (INCHES) J1201I ED FOR VARIOUS (DESIGN LOADS AND PANS i LOAD MIN. 3!4 EDGE DISTANCE » < 5 { m IWI SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. ' 8'-0" 9'-0" 13 > ANCHOR TYPE MAX. OEM NOTE 1) ISO NOTE 1) ISEE NOTE 1 NOSE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE em "m 3) (SEE NOTE 9) (SEE NOTE 3) (so MIS 3) SEE PAGE 7 FOR ANCHOR NOTES PNODUt.T HEVISRD 1) Ct C21C3 C4 CS Ct C2 C3 C4 CS C1 C2'C3 C4 CS C1'C2 C3!C4 CS B �F Cade 1110 f9ePTWIdR I . �- 45.0 12 1212 9 7 12112 12 6 5 12 12 12 5 4 12 9 9 3 3 B-- _ AttNpt6R2e NO O '•Q G/f. � 10/17/2002 57.0 12 12 12 7 S 72 12 12 5 B 12 12 12 i 4 3 12 5 4 3 K DOD Data B . 114 - 0 WOOD LAO W/ 73.0 72 - 1I 12 5 4 12 9 9 3 3 12 6 6 3 12 5 1 -B /4" MIN. THREAD Bg �� en Py cn.mee e PENETRATION SHEAR 105,0 12 9 6 9 3 12 5 4 3 12 5. 4 3 12 5 4 3 vAI ' vx G PARALLEL OR PERP. TO WOOD GRAIN 170.0 12 5 4 3 72 5 14 13 VIJ12 5 4 1 3 12 14 3 Dh 03riii a Sheet 6 1 7 1 m ANCHOR SCHEDULE FASTENER MAXQI,IGM SPAM (INCHES) REOIRRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 2' EDGE DISTANCE MIN. r EDGE DISTANCE - IW) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO " P.S.F. 5 8' -O" 9'-0" 13' -1" 5' -8" 8' -O" 9 13 ANCHOR TYPE MAX. (SEE NOTE 1) JSEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) SEE NOTE t) (SEE NOTE 1 ) OR NOTE 1) BiS6' 140M 1) V a I g N U (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ?r 3 % & NOTE (SEE NOTE 3) (SEE NOTE 31 (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE e) (M NOTE 3) W p m 1) C7 C2 C3 C4 CS [7 C2!C3 C4IC5 C7IC2 C3 C4 CS C1 CZIC3 Cy CS C1 C2 C3 [4 CIjC2 C3IC4 C5 C1 C2IC3 CLlCS Cl C2 C3 C4 W a v ggq 45.0 12 72 1T 7 14 9 19 19 5 3 8 1 8 8 4 5 3 31 3' 12 12 12 8 5 70 10 10 6 3 9 9 9 5 3 6 3 3 3 V A a gI QP 1 pEmmmu> 57.0 10 10 1015 3 7 7 7 4 6 S 5 9 4 19 17 11 6. G 8 6 8 4 7 5 6 4 5 3 1 g 73.0 7 77 4 5 3�3 3 L L B B 8 5 3 6 3 3 3 5 3 1/4 - O ITW TAPCON W/ - c 1 -V4 MIN. EMBEDMENT 105.0 S 3 4 4. AZ 4 6 3 3 3 5 3 5 3 5 3 ,¢ W B W 05 17010 4 4 4 4 5 3 S 3 5 3 5 3 >e N 45.0 12,12 12, 7 5 11 11 17 5 3 10 10 10 4 3 7 3 3 3 12 12 12112 7 12 12 1218 S 12 12 12 7 4 0 4 4 5 5 11 11 11 57.0 12 12 t2 6 4 9 9 9 L B 6 7 3 5 12 12 12 9 T 6 4 90 , 8 9 5 3 7 4 o V, 73,0 10 t0 1 3 7 4 70 4 3 3 6 3 5 12 12.12 7 4 9 5 4 5 3 6 3 3 4 7 4 �I 114 POWERS CALK -IN - �••••• W" W! 11 B EMBEDMENT 105.0 7 3 3 3 5 5 5 6 4 4 5 3 7 4 T 4 ? 4 a V4 -20 STAINLESS 7 • • • w gg 170 \ STEEL MACHINE SCREW .0 5 5 5 5 7 4 4 7 4 7 4 •••• • Zo R o 45.0 12 121121 7 4 B 8 8 5 3 1 7 7 4 5 3 12112 1Z 9 5 9 9 9 6 3 8 18 0 5 3 6 3 3 3 •000. 6 Y IL�I �I 57.0 9 9 9 6 3 6 6 6 G 6 4 5 1 3 4 10 70 10 7 4 7 7 7 5 6 5 6 4 V G 3 •66••• 0 +L+ t!c POWERS 73.0 7 1 7 17 1 4 5 3 3 V 4 4 8 B B 5 3 6 1 3 3 4 5 3 K I 4 3 •0000• • F ( EAMAC 6• 6 NAIL IN w/ t-Vg- 105.0 S 3 4 4 L 5 3 3 3 L 3 4 3 4' 3 MIN. EMBEDMENT 170.0 4 4 4 4 4 3 4 3 4 3 L 3 • 0 • 6 - 6666 • 6 aM V . 0 Mme 06.6 •• 60 mme n 45.0 12 12 12 8 5 12 12 12 6 4 t1 11 11 5 3 8 4 4 3 12 72 12 10 6 12 12 12 7 4 12 12 12 6 1 4 e L L 4 } - •00000 •006 C O Nry . ol _ } 57.0 12 12 t2 7 4 t0 70 70 5 3 9 7 B 4 6 3 12 12 12 , 8 5 10 , 10 10 5 3 91 7 8 5 3 6 3 0 • 0 0 C ¢mm V4 ELCO MALE/ 73.0 11 it 11 5 3 B L 4 3 7 1 313 3• 6 3 12 12 12 6 4 8 4 4 4 7 3 3 4 6 3 •• •• 0000 i FEMALE - PANELMATE - W//� T - nIN. EMBEDMENT 105.0 8 1/ -20 MACHINE 4 4, 3 6 3 6 3 6 3 8 4 4 4 6 3 6 3 6 3 II1 1 a m b4 - - 66•••6 6 { N�'• SCREW WITH NUT 170.0 6 3 6 3 6 3 6 3 6 3 6 3 6 3 6 3 : 0 : 0000 !,4 45.0 12 12 11 17015 11111 11 7 4 10; 10 j 10 6 3 7 3 3 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8, 4 8 4 4 5 3 0 • U 12 57,0 12;12112 4 9 9 9 5 3 8 5 7 5 5 3 12 12 12 10' S 17 11111 7 4 10 8 9 6 3 7 G 0 0 ••6• 0 8 • O• 0 I ° 73.0 10 70 10 6'3 7 4 3 4 6 3 5 3 12 12 12 7 4 8 5 4 5: 3 7 3 3 4 7 G 6 66 6 • 66.6 • p 114- ELCO TEXTRON • 6 6 / ME % -FL NME TAPC W 105.0 7 3 3 4 5 3 5 3- 5- 3' 8 4 4 5 3 T 4 7 4 7 L HEX 00 0 RV EdWCH H�AO TAPCON - "' ^`^ l W! t - 714- EMBED 170.0 5 3 5 3 5 . 3 5 3 7 4 ?- 4 7 4 7 4 F�Iia7a611AL / 45.0 12112112 10 5 11 19 11 7 4 10 10110 6 3 7 3 3 4 - 12'92 12 12 7 12 72 72 9 5 12 12 12 8 4 8 4 4 5 3 57.0 12 12 12 8 4 9 9 9 5 3 8 6 7 5 5 3 12 12 72 10 5 77 11 11 7 4 10 6 9 6 3 7 4 1 V4-0 F7LC0t1//[REE PCEX 73.0 10 10 10 6 3 7 L 3' 4 6 3 S 3 12 12 72 7 4 8 5 4 5 3 7 3 3 4 7 4 m eMBE�MENT 105.0 7. 3 3 4 S 3 5 3 5 3 8 4 4 5 3 7 L 7 4 7 y UG 7 200 3 170.0 5 3 5 3 5 3 5 3 T 4 7 4 7 4 7 4 ANCHOR NOTES; 1. ggQN�DE S SHOWN HERE pq� FOR DETERNRNINO ANCHOR SPAgM6 ONLY. iN T 4. P SPANS FOR SPECIFIC LOADS Mt)ST BE UMRED TO YHOSE : L III( ' 0{Qyytgl E5, 7. wNERE LAG SCREWS FgSTEN TO NARROW FAC OF STUD FRAMWG FASTENER a IIII I c SHALL BE LOCATED IN CENTER OF NOMINAL 2 x 4" MIN.) WOO D TU . 3/4" 9 2. ENTER ANCH R Sr HEOUL BASED ON THE EXISTING STRUCTURE MATERIAL EDGE DISTANCE IS A ,rEPTABL FOR WOpO FRAMING. WOOD STUD SHALL BE ANCHOR TYP AIN EDGE ISTAN ELECT 1 A R T T PI - . E >' E GE CE 5 D S GN LO D G fA ER HAN F't "SOUTHERN NE G 0.55 OR GREATER ENSI Y. LAG S R WS SH 0 0 T C E ALL HAVE EQUAL TO NEGATIVE DES N LOAD ON SHUTTER AND SELECT SPAN GREATER PHILLIPS PAN HEAD OR HEX HEAD. • THAN OR EQUAL TO SHUT, R SPAN. B, MACHINE SCR" ENGAGEMENT OF THREADS N PNODUCTDEYRt�p 3. EXISTING STRUCTURE MAY BE Cpo HOLLOW BLOCK OR WOOD FRAMING. BASE ANCHOR AN MAY HAYS EWS SHALL HAVE MINIMUM OF 1/2 EITHER A PAN HEAD. TRUSS HEAD. OR WAFE� EX STING STRUC[TURE AND WNNECTION TYPE. SEE MOUNTING HEAD (SIDEWALK 90LT), U.O.N. Du1d813 SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ALeeplabe6 No -O ,0 fs _ a+ 4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' ® 1><0808 DitOC ° tO lt7l200� � RECOMMENDATIONS. 10. *DES e IG (�' HATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE ' �� S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. SCREW, NUT OR WASHERED WINGNUT. BY l �gi p -�n v ' 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING Wp Ob FRAMING CONDITIONS 11. FOR BVILD -OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED Dh. CO OS VARY. FIELD VERIFY THAT FASTENERS ARE INT6 ADEQUATE WOOD FRAMING 8 -112" O.C. • MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 12. FOR BUILD -OUT MOUNT SECTION EDANCHOR SPACING SHALL NOT EXCEED 5 SIDE CLOSURE PIECES. 6" O.C. 03- -3-81, 5 J a` Sheet 1 of 7 ..... .... 05 - 1 2 �� . NOV MIAMI•F�iADE � � : MIANH - DADE COUNTY, FLORIDA ® • • • •. • • • • METRO -DADE FLAGL.ER BUILDING ♦ - ®em ame.�.s._.a tee- . . . . • • BUILDING CODE COMPLIANCE OFFICE BCC ®) • 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION 000 ... . • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 F Q 5) -2908 NOTICE OF ACCEPTANCE . .. ... .. u c ne.com Ready Window Sales & Services Corp. ; •; : . • ; • • 3645 N.W. 50 Street . • • Miami, Florida 33142 .. . ....... • .. SCOPE: This NOA is being issued under the applicable rules and regulations governing the s f e c n ma s: " The documentation submitted has been reviewed by Miami -Dade County Product Co of Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if 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: 0.036" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -004, titled " 0.036 thick Galvanized Steel Storm Panel ", sheets 1 through 8 of 8, and sheets IA & 2A of 8, dated 01/10/2006, last revision #1 dated 01/10/2006, prepared by Tilteco, Inc., signed & sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 shal automatically terminate this NOA. Failure to comply F 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 & renews NOA # 02- 0619.04 and consists of this page 1, evidence submitted pages E-1, E -2, & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E. k46�w-NOA No 06- 0221.04 Expiration Date: 12/01/2010 0 ( Approval Date: 03/16/2006 Page 1 % .. % .. . . . . ... . . . . . ... . . . . ... Ready Window Sates & Services C .. .. ... ... NOTICE OF AACEUANC EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTE,94J"Ej2 .PMVIOU$APPROVAL #98- 0529.12 A. DRAWINGS •• ..... • . . . ...... . . I. Drawing prepared by DrWing X14. MW AO tMed "20 Gage Galvanized Steel Storm Panel, " prepared by Tilteco, Inc., dated May 28, 1998 revised October 09, 1997, sheets 1 through 6 of 6, signed and sealed by Walter Tillit, Jr. P.E. B. TESTS L See file for NOA # 97- 731.03. (This is a name change with no other revision) C. CALCULATIONS 1. See file for NOA # 97- 731.03. (This is a name change with no other revision) D. MATERIAL CERTIFICATIONS 1. See file for NOA # 97- 731.03. (This is a name change with no other revision) 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 1006.01 A. DRAWINGS I. Drawing No. 99 -120, titled "20 Gage Galvanized Steel Storm Panel, " prepared by Tilteco, Inc., dated April 2, 1999, last revision #2 dated November 24, 1999, sheets 1 through 8 of 8, signed and sealed. by Walter Tillit, Jr., P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Static Wind Pressure Test of 20 ga. Galvanized steel storm panels, prepared by Fenestration Testing Laboratory, Inc., Report No. 2222, dated February 23, 1999, signed and sealed by Jose D. Mitrani, P.E. 2. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Static Wind Pressure Test of 20 ga. Galvanized steel storm panels, prepared by Fenestration Testing Laboratory, Inc., Report No. 2223, dated February 23, 1999, signed and sealed by Jose D. Mitrani, P.E. 3. Test report on Large Missile Impact Test, and Cyclic Wind Pressure Test of 20 ga. Galvanized steel storm panels, prepared by Fenestration Testing Laboratory, - = Inc., Report No. 2293, dated June 15, 1999, signed - and sealed by Jose D. Mitrani, P.E. 4. Test report on Large Missile Impact Test, and Cyclic Wind Pressure Test of 20 ga. Galvanized steel storm panels, prepared by Fenestration Testing Laboratory, Inc., Report No. 2294, dated February 23, 1999, signed and sealed by Jose D. Mitrani, P.E. k4� elmy A. Makar, P. E. Product Control Examiner NOA No 06-0221.04 Expiration Date: 12/01/2010 Approval Date: 03/16/2006 E -1 . . : . . . : . . ... . . Ready Window Sales & Services COrn. ... . 00. .. _ . . . . . . . . . .. NOTICE OF ACLEP.TANGE: 0 . - EVLUENCE SUBMITTED C. CALCULATIONS ... : 6 0 : 0 1. Anchor calculations, dated .U;.iy 6 og. r ; * pageg I through 15 of 15, prepared by Tilteco, Inc., signed and Seated byWdlter A7 Tillit Jr., P.E. D. MATERIAL CERTIFICATIONS 1. Mill certified Inspection Report with chemical composition and physical properties. 2. Certified ed Tensile Test Report by ATC, Report No. 13974. 0001, dated August 13, 1999, for sample No. FTL #2222 A -1, in accordance with ASTM A370 -97a, signed and sealed by Steven E. Black P.E. E. OTHER 1. Letter issued by Walter T. Tillit, Jr., P.E., dated September 24, 1999, stating the changes. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 1013.05 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. OTHER 1. Letter issued by Walter T. Tillit, Jr., P.E., dated October 2, 2000, stating that he is still in the engineering business. 2. Letter from Shield Shutters, Inc., dated October 2, 2000, signed by Mr. Eliseo Guerra, stating that the product has not changed. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, # 02- 0614.04 5_ A. DRAWINGS 1. Drawing No. 02 -355, titled " 20 gage Galvanized Steel Storm Panel ' . sheets I through 8 of 8, including sheet 1A, total of 9 sheets, prepared by Tilteco, Inc., dated June 12, 2002, last revision #1 dated .Lune 12, 2002, signed and sealed by Walter T. Tillit, Jr., P.E. Helmy A. Makar, P. E. Product Control Examiner NOA No 06- 0221.04 Expiration Date: 12/01/2010 Approval Date: 03/16/2006 E -2 • • • • • • • • • • • • ••• • • • • ••• Ready Window Sales & Service &Copp. ... .. . . .. ... ... . • . . .... • :0 NOTICE OF AC�EP 'AN !6.. ' EVIDENT E SUBMITTED B. TESTS " "' . " . ......... 1. None. .. .. . ....... C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement letter of conformance from Tilteco, Inc., dated June 17, 2002, signed and sealed by Walter T. Tillit, Jr., P.E. 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing - No. 06-004, titled " 0.036 thick Galvanized Steel Storm Panel ", sheets 1 through 8 of 8, and sheets 1A & 2A of 8, dated 0111012006, last revision #1 dated 01/1012006, prepared by Tilteco, Inc., signed & sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor calculations, dated January 20, 2006, pages I through 54 of 54, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter issued by Walter T. Tillit, Jr., P.E., dated January 11, 2006, stating the changes. 2. Shutter Machine Purchase agreement. ta_t= Helmy A. Makar, P. E. Product Control Examiner NOA No 06- 0221.04 Expiration Date: 12/01/2010 Approval Date: 03 /16/2006 E -3 • • • • • • • • • • • WWD TRUSSES ?4' 0 C O 771 X, • i i i• i i i i OR RAFTER OR RAFTER 0 ?4 tp f t At36f >i " REOUlRED REtItRED %W& tO 1 iwrnJ • • • • t' x 4' x t/@' (Arun) am TUBE _ t/4 ` d- ap QC0 • • a le i's Ly � E :., _ a- . _ 6 .fR A w /.i �. - r_ - - - w . �` : � St Q •; _,. __ _ - ' LA4 X9.5 �.H _ - 4 X 8' �A97tbj 7 T woo am REOtem L THREADED P TfFAi • t 1/?" ANrI t}6PE�0! PENEIRATLON iTAFTER OR TRUS''t LOCATE SnWXYL AL ADEALWCY TO Sx(SRMG woo • F DER • • O�EExr511NG IYOOD tOitDE/L . SCREWS AT AtENt7DTH OF EO EO OF ENS?= grOOD ED ra .` . I . • • 2' A(% WAD as R RImm . . �g ENGMER . . • • • • wm OR ARCHnECr PRfOR i 4' x 3/16" TO SHUTTER MISrALLATION. If u . 083 -T8 A(wm PLATE _, I f • • • i • • I 2 - -� " " o / SC�S W EACH • • • • I I RAFTER OR TRUSS NO :, . . I I • LOCATE SCREWS AT AluDWOM I I 1 1 i • • / f4 x " 4 E cod Q of EXISTING WWD MEM BER 1 • • • • • • • • • • I 4 AL S 0 3/4 J 14' ° a E {f x /4' SAES (( )J 3 5t wow HEAD 1 � WOOD ®$i a C I °� W/a" TlllFL'ADEO P! i1fETRATlON I Cont. REOUM ; REOW/RED 1 I SEPATXkY 5" I • WAS 'S' 1 Ti W SCHEDULE) I Tsw I I To OF 1 � � >o aASS DF I FOR AOL I FDR Arts. SEPARAWN 1 I � FOR Wit. � tc oR I S i "S To GLASS OF I $' A7 GLASS Or i G S. a A I WINDOW am S C.. LL 1 WWWw OR S & tL i I I ALTERNATIViE4 i AL7ERNA77VE2 ALTiERNATIVE3 (Max. desl2a twd- +a -6f r�sf) i 1 i (Max des gn ktad= *dZ —66 j q_ % f Z (lugx ,�eswrf wad= +62. —6s p.s.f,) . I I I tL a x 3/w IRS Z%10- EVERY I I STiu7 a C N (SEE S CHEDUt 4 I a I I 1 4 r x! r -TRUSS OF' SCREW NVOW I 4 I I omo 1z a OR S C FOR Wn. S TO aASS QF 1 NUT ® EVERY IMNDOW oft a a a I STUD 0 12 * 0. s M I i i 4 i • 1 I 1 c :: ► I I 1 L 2"m s' WaoD I .2'.v 4- :El -- x4' I - - PLATE REO I I r /4" a 20 acD I 1 PROD ISE:D mcOelfb . ra_ F4INEI T $tom$ meFba o r o to W/ f 1/? es �� IAL TFtREADED PENEn7AT�N n loa �ie9 AT MmwIDTBI PIATB d- X 3/4" S w T /4' d LAC SCREwS 1 •� � ' Af t �� 6' O - .00 • Std OEr X/4 e Q EIARY 57UD o 4" aG w 1 f a' A 2000' E8pI96f ®fB d zR TE � A r 2 C ALTERNATIVE 9 66 n.s.f) �ivlst ®e ?4 C '• t /4' r LAG SCREws CO (Mc�t desigd +62�— 0 e OL C W/ 1 27/31 Alin. - PLWETRATWN OR t 14` 0--20 ELCD F r orals /remak PA NEUIRIE o a' O.C. t /4" 0 IA M EW o VOWAM o �r�M ®ww»r m -- ALTERNATIVE T ALTERNATIVE 8 T OF � CEILING & FLOOR MOUNTING INSTALLATIONS - SECTIONS B (Max. deawn tow-0 +¢2, 66 D'S 'Q (Max. desfan load= +62. -75 ma.1) a Q MAX SCALE- 114 I' INSTALLATION DETAILS ON WALL MOUNTING INSTALLATIONS - SECTIONS A ALTERNATIVE 9 BUSTING WOOD BUILDINGS 1 4• - 1° (Max. design toad= +6Z 66 e5s.f.) F.B.C. (High Velocity Hurricane Zone) 0.036 THICK GALVANIZED STEEL STORM PANEL ' w ' M.C.V. MOTE FUR COMEONAMW OF SEVn0NS : ALLAMM ARE oAtLY VALID FOR BUWWGS WITH DEWN LOADS AND /7 71LI E C O+ RE t N e . m WSW SALES & savxm CORP. 1 / E�e o ,M WALL /FLOOR /CELLlNG bKWNTIMC SECTIONS CAN 8E PMUS LENGTH AS #VCAT0 MR Vat ALTERNATIVE w4s M.W. 5m STREET TILUT T=NO dt PMN1XZN COMPANY 40AW nORIVA M14 06 -004 CO&Mff& - D IN ANY WAY TO SLOT ANY WSTALLA770M z FOR NEW WOOD FRAME CONST =TVt* VMW MEMBERS TO BE SOf MRN w+w �n v>x� a taa�+t stfta arbors : tsaslaw�aea . tb. � hoelaes -a +u PIAIE No Z, W/ SPECIFIC AEMStTY OF ass OR EQUAL « --_ tnsm :+ . w. tsoalett-ttrst . ORAWINO No ES- 4=719 aew ro n a� taw ru om tos mgc JAN 2 q 2006 11 AUS A. TUM Jr., P. L t OW aT-M a 1 am e or e R.. C MDA Llo. 0 44187 • .. . . . .. ... .. r /4 0 ' sc�aEws o e- a a W/ ' ' ' • ! t, W- rt isDEV aEMETRArIGIt • • • • • ro EX/SRHC WG00 t�aOt:R 1 I 2 Cwt LlBLI 'J.. ► (w SMD" r /4° tact scatws m FW I 8• a W/ 1 r /a• albr THRUM i PO4EJR WN 's" I P ENEtRaT#Mr 7Q QQS1tAIG HUM lzw s c. a I 8 co•e. A,T�;RNATIYE 1 W /4NNS // 0. f4 X a StIS0.i2' Oft degi�laad +62. — 7 & s•f.) � •� 2s 1 I IYUR+ NbY O -- 1 I I f cot 1 I HE I I 1 r ' Fa�ae�. P�iroN I a r 114' I tAG'E5 O 8- a .- 0 't+ H T HRFADED ALTERN� 4 2 r 4` TF �F� ®i36JC3' �� aiax. deslo toed - +62. -66 n.s.f.) DIUCT _ - AcapumweNs 0 27.1.0,¢ a10 ALTFRNATI ff 2 .tM4 davAin load- +62. -75 a.sf. mo WALL MOUNTING INSTALM TLON - SECTIONS A F.B.C. (High Velocity Hurricane Z ntorES: 1. INSTALLATIONS ARE ONLY VALID FOR QWLDWGS WITH DESil.M1 LOA OS AND PANEL'S LEWIN AS ROOMED FOR EACH AL7ERNA7IVE 2. FOR NEW WOOD FRAME CONSTRtlCT/ON: WOOD ME�IlBERS 1O BE SOUTHERN PUC ft W/ SPECIFIC DENSITY OF O OR EMML fyOTE FOR L71MBlM477 OF SECTIONS WALL UOUNIM SECTIONS CAN BE COMBINED IN ANY WAY TO SIAT ANY /NSTALLA7WN. JAN 2 1 2006 INSTALLA TION DETAILS O 0 goo o 0: .*•• • :° X/S'TING WOOD BUILDINGS go: 000 0 0 0 0 .. . . . .. ... .. r /4 0 ' sc�aEws o e- a a W/ ' ' ' • ! t, W- rt isDEV aEMETRArIGIt • • • • • ro EX/SRHC WG00 t�aOt:R 1 I 2 Cwt LlBLI 'J.. ► (w SMD" r /4° tact scatws m FW I 8• a W/ 1 r /a• albr THRUM i PO4EJR WN 's" I P ENEtRaT#Mr 7Q QQS1tAIG HUM lzw s c. a I 8 co•e. A,T�;RNATIYE 1 W /4NNS // 0. f4 X a StIS0.i2' Oft degi�laad +62. — 7 & s•f.) � •� 2s 1 I IYUR+ NbY O -- 1 I I f cot 1 I HE I I 1 r ' Fa�ae�. P�iroN I a r 114' I tAG'E5 O 8- a .- 0 't+ H T HRFADED ALTERN� 4 2 r 4` TF �F� ®i36JC3' �� aiax. deslo toed - +62. -66 n.s.f.) DIUCT _ - AcapumweNs 0 27.1.0,¢ a10 ALTFRNATI ff 2 .tM4 davAin load- +62. -75 a.sf. mo WALL MOUNTING INSTALM TLON - SECTIONS A F.B.C. (High Velocity Hurricane Z ntorES: 1. INSTALLATIONS ARE ONLY VALID FOR QWLDWGS WITH DESil.M1 LOA OS AND PANEL'S LEWIN AS ROOMED FOR EACH AL7ERNA7IVE 2. FOR NEW WOOD FRAME CONSTRtlCT/ON: WOOD ME�IlBERS 1O BE SOUTHERN PUC ft W/ SPECIFIC DENSITY OF O OR EMML fyOTE FOR L71MBlM477 OF SECTIONS WALL UOUNIM SECTIONS CAN BE COMBINED IN ANY WAY TO SIAT ANY /NSTALLA7WN. JAN 2 1 2006 . . . . . ... . . . -- r� - -.. R�SS R TING "�' .�. DING I tAIUMN ANCHOR •; .; • • :M ACIMSCHEDULE FOR INSTALLATIONS INTO CONCRETEAND C.B.S. STRUCTURES' MAX /MUV ANCHORS SPACING FOR E: D. � 3 112" *" APPL1C40LE' TO MAXIMUM ANCHORS SPACING FOR E. V. ffi 3 1/2' '�+ APPLICABLE TO MAXIMUM SECTIONS # & MAXIMUM PANEL MAXIMUM MAXIMUM & MAXIMUM PANEL DESIGN LOAD TAPCONS � - .. ANY COMBINATION LENGTH 2' (ft) DESIGN LOAD TAPCONS CALK -la ANY COMBINAmv LENCIN 'L" (ft) w {p 1a CONCRETE TO MA . , :0 MASONRY OF TNEM W (R•e P.) TO CONCRETE 70 MASONRY TO CONCRETE TO MASONRY OF THEM 12 N /.4. • : • .'1.t : :. • • • N /A 1 (Top) 7 1/a p N/A 7 1/2 N/A 6 (TOP) 12" 12" 12" 12" 1 (BOTTOM) 12" 6 112' 12' 9 112" 6 (BOTTOM) 12" N/A 12" N/A 2 (TOP) N/A N/A 12" 6" 7 (70P /BOTTOM) 12" 12" 12" i2" 2 (BOTTOM) +62.0. -66.0 N/A N/A 12" 6' a (Top) >8' -0" TO 11 -0" +62.0, -66.0 1 2" N/A 12" N/A 3 (rop) 6=J" OR LESS 8" 6 1/2" an 8" 8 (BOTTOM) 12" N/A 11 112" N/A 3 (BOTTOM) 9 " N 7" N/A 9 (TOP) N/A N /A 12b 12" 4 (ToplBOTTOM) 7 1/2" N/ 6 112" N /A 9 (BOTTOM) 12" N/A 12" N /A 5 (TOP) an N/ 8" N/A 1 (rap) 12" 12" 12 11 112" 5 (BOTTOM) 8" a" 8" 8" 1 (BOTroM) 12" N/A 1 N/ 1 (rap) a" N/ 8" N/ to (Top) +62.0, -75.0 8' -O" OR LESS 12" 9" 12" 10 1 (BOTTOM) 8" 8" 8" 8" 10 (BOTTOM) 12" N/A 12" N/A 2 (TOP) a" N/ 8" N /A 11 (Top) 12" 9" 1 2" 10" 2 (BOTTOM) 2 3 18" NIA 2 3/8" N/A 11 (BoTroM) +62.0. -66.0 12" N/A 10" N/A 3 (TOP) >6' -3" TO 8' -o" 10 112" N/A 9 N/A 3 (BOTTOM) N/A N/A 12" 12" 4 (TOP /BoTToM) 12" N/A 12" N/A 5 12" 9" 12" 10" 5 (BOTTOM) +62. —66.01 N/A N/A 1 2" 6" 4 (TOP /BOtroM) >8' o" To a' -11 112" FRODUCTREED as emptying wwa - Bu1dia code _ SEE SHEET 7 & 8 OF 8 FOR ANC14ORS TYPE & SPACIft' FO ° w A +swOQ &mcc Mg, 0 - O p INSTALLATIONS INTO WOOD FRAME BUILDINGS, Klzpimtw Dugs * * MAXIMUM ANCHOR SPACINGS ARE VAUO FOR 3 112' EDGE INSTANCE. � FOR E: D. LESS THAN 3 1121 REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE 6Y INC FOLLOWING FACTORS Divislan FACTOR. ACTUAL E. Q WCaN RAK 0LK-IN F.B.C. (High Velocity Hurricane Zone J. 86 .75 0.036 THICK GALVANIZED STEEL STORM PANEL DRAWN UM 2 1/2' .71 .50 �� !N Y WNwr � & $F.1?V w .M. 1 / DAVE 3b415 N.W " S'FWT " TYLur TESTING & $NGYYIEBIGAIG QOi�IPANY AaQA FLOM= JJ142 ? 5fJ — am ML X va:wum a� 3alu w�.: tgo+rie9 -Svw . ae : (aaalzao -eau 06 -004 + -tali . �c :=f -iaii Mw MB R• �y E9.4=749 �w o n°i' ew ue a ° v J AN 2 3 2 ®® DA LILLY "167 ► om + ; - - SHEET 6 OF 8 FOLIRm eDnCRETE • • • • • • • • • • • • 1 FOLIRED CONCRETE OR I_ ! - - -. �: � - ,- - BOCK -WALL OR x CONCRETE BLOG(,-W91� _- :-? - fs -. _ - g .. . -... J105 -414 OR OW -T8 ALLOY' AEGU(RED /SOURED CONdf, T- CONCRETE WALL Cone Alum. ANGLE' - CONCRETE -a � - I \ • • • • • *OR • • • �r • • • • • • OINxlg OFT FALL. 3' REOU�m CONC M ANCHORS 2' ,. i i • • • • • • • • I o t2° o. a 2' • . • • • • • • • • I� CUT END PANEL 1" 0 1 , o f ANCHORS Lm I I I } I I� ��1/4' ti1P • • s • • • —T 1 1.000' -l�i • • • •• • • • • ` I 't . 2* x V A 1 OR ' �" \`�� O 510- ' x OR 600-r8 AHOY 8083 -TB ALLOY vsrma - yJ ®® �./ OR © ConG Atom. ANGLE Cant Atum. ANGLE • W1 JUKAVr sros -154 OR oR r -re actor Cnt. Atom. ANGLE OR . CASE (Plan) CASE 8 (Plan) to ' GaN mm ANME CASE C (Plan) CASE D (Plan SCALE 114' - 1° 4WAL£ 114 - 1• SCALE 114° t S CALE 114° a r- '!` ANGLE MAY BE NEGLETED IF MAXIMUM BUILD -OUT IS 2" & PANEL PROJECTION "P" (PASSED OPENING) IS in END CLOSURES DETAILS POURED CONGME E OR A= MU a pfFm Couamw REOU6PFA CONCRETE 81OG! WALL MAXIMUM DESIGN PRESSURE RATING OW (p,s.f.) AND / RE(?t/lRED CORRESPONDING MAXIMUM PANEL LENGTH I s SCHEDU NIL At/4' CAP MfU(IMUM DESIGN Max. PANEL LENGTH APPLICABLE TO PANEL PRESSURE RATING L (/t,) MINIMUM SEPAR477ON SEC jf & ANY REINFORCEMENT CONCRE>F ANCHORS W (P.s.t.) (SEE SECTIONS) TO GLASS COMBINAT7ON OF THEM t2° o. a +62.0, -75.0 8' -0" OR LESS 2 314 ° 1 N/A +62.0. -66.0 8' -0" OR LESS 2 718" 2 & 3 N/A 1 2' x r x .09J' J105 -H14 OR 8083 -TB ALLOY Cant Alum. ANME +62.0, -66.0 5' -0" OR LESS 2 1/16" 4 N/A 1 +62.0, -66.0 >5' -0" To 8' -11 112" 2 518 4 N/A CASE E (Ran) CASE F (Plan) - SCALE' 114" - 1' - y. . o +62.0, -66.0 7 -11 114 n OR -LESS 2 718 a 5 X11 /A « _ SC" 114• - t' PRODUCT REVIM +62.0, - 66.0 W_ 0" TO 11' - 0" 2 518" 6 BOLT c�CVaPtp� Balding irotd� +62.0. -66. >8 =1 1 11 ro 1 =o" J . Aseep:��t�N ®o6 - 02 •04 / 3 7 * BOLT Expiration >� 0 I o >' +62.0, -66.0 >8' -0" TO 11 ' -0" 3" 8 * BOLT Msa i D. C Division +62.0, -66.0 >8' -0" TO 11' -0" 5 3/8" 9 BOLT F.B.C. (High Velocity Hurricane Zone) +62.0, -75.0 8' -0" OR LESS 2 318" 10 N/A 0.036 THICK GALVANIZED STEEL STORM PANEL DRAWN . * 114 0 -20 x 314 +62.0, -75.0 8' -0" OR LESS 2 7/8" 11 N/A 1/10/ " " N.C. S. S. eaLTS " READY WINDOW SALES & SERVICES CORP. DATE 7/8" x 3/32" WING / Ti E C O 1 N C . NUT ® STUD 0 3645 N.W. SOM STREET EVERY OVERLAP AT N/A s NOT APPLICABLE TILLM T IO « ENCIN>EEMG COMPANY WW, fLORM 33142 06 -004 MIDLENGTH OF PANEL 6380 NA 3600 306. Yfla�tOn ROM x1186 phmn � (305 262 . Fm� t (303)280 -8114 _ Ph" I 6 1 -1830 F= 6 71 -1531 DgAWINo No JAN �1�i EB- 0005719 �• own 6sv eR16 JAN 1 20OF �FLORIDAA u� X44187 E. 1 ma aa-3as ►/► 3 - SHEET 5 of 8 r- - �- - • • POURED GO RE1E - MM COADVETE REINARED REWAREO • • . • • • : -i 1 1 : • • • • • : : :•• 1 G ci r] 1 j •• • • • •• • • • j SEE SCHEDULE I • • • • • • • • • • I+—SEE SCHEDIAE— 4 I � TO GLASS OF Tb � OF j WIAfDOW OR S:CvO. I jN71dDOW aR saa I. 1 i I • i I 1 I I MA "t 114' f x r r TRUSS r /a TRUSS ! WADD ® t "MEW I F 0 12 Fl0 � � - i I (�� PAAIEL OW RAP) AP) PANEL OVERLAP) 1 i i I 1 I 4161 i x 3132 I I 4 I I I I AVQVG NUT !! EVERY 0 C. 8 - ° x J /J2 STUD 0 12 . 7/ N/ o NUT ® EVERY I 1 I dY 1 j 1 STUD a 12 O. C. , � i � �EV /' � 4• / I POURED CONCRETE OR REOUtREa r-- -- — I I I 1 ; moE or I i i {SEE DET. x) (� OR s ' / 0.0 0 00 A . e a ANCHORS 9 (SEE DEr X) POURED CONCRETE —J/ ut REOWRED E: D PRODUCT "vim WALL MOUNTING INSTALLAT/ON WALL AND FLOOR MOUNTING INSTALLATION � meo ®p �� 7ON ,/ _ - SE�.Tlt�N 11 / � o - SECJ IVIY !0 I� o a SCALE ° r SCE 3/8' t ° m / • � ��,� �YB46Qd4fiE 958$ 3 /8 ° a ll N Dwision Ol e DET° X: ISOMETRIC FQ 'xrxfff ALUM/NUMANGLE /INDICATING 31 ANCHORS LOCATION FOR SECTIONS 0. 9D & 91 �pP ----- F.B.G. (Hi h Velocity Hurricane Zone) q 0.036 THICK GALVANIZED STEEL STORM PANEL en READY WINDOW SALES & SEmem mF- MLI ECO p- so NX mm STREET RUN TB�TIN(i al alAD1mmom cmw#AAY 4464 F'LORLiA M142 Ph" I Onow - si . Fax I (=An—$I la 06 -004 E8- 0008718 a� w mvc law a I umcwm DRAWMI No JAN WAL70 A. rWT Jr.. P. E QeD al-I >! a FLDDFUDA IJo. # 44167 4 OHM 4 OF 8 • ... . ... CAUL -tN AAlCr POURED CONCRETE AT REQUIRED ....� ... -.. ,.�zs ti .r :s 3r. �- - - - � -.; - -- 'a.:s" _z 1 °.:..�:r.t✓:: b- _ ,_.s...,z. ,- '�"`. . -3_ - A � b E &A'A _ � • • • •- f • POURED CONQRiTE � POURED CONCRETE I POURED CONCRETE • • • • OR OWORE7� • I ( i OR CO NCRETE BLOCK WALL. REQUIRED — T• I I I R OURED I I • • • • • • • cl E d 1' f �' I ••• 2 I I C I I I E I 314 I I I I Cont. • ••••• I t I I 1 I i ...... I I D. SEPARATION 1/4" 0 -20 r 314 1 4` -ZO x 3/4" 1 4' 0 -ZO x 3 4 1 x 3 4 ' �E scTlm I S. S ears W I sr 4' ID -20 � ears W I s BaL75 W I I s BM T S ( „/ ! SLICE) "/ - l „! (E wiffintm TS "/ 7/8 x 3/3? WING 7 /B x J/32 WUVC FOR Alin. SEPARATION 'S I 7/B x J�32 N9NC dlln. 'S I 7/B x 3/32 WING FOR MIn. SEPAR4T1aN I t1?R MIn. SEPARATKJAI 'S I I FOR sry IQ GLASS OF EXISTING NIIT ®SLUG ® `J TO GLASS OF EXISANG A!UT ®STUD T VDT OR S C DNG I EMERY OVERLAP AT I TO GLASS OF EXISTING I N EB OVERLAP AT WINDOW OR S G. I I EVERY OVERLAP AT WINDOW INDOW OR S D D. EVERY OVERLAP AT I WINDOW OR -S D D. MIDLENGTH OF PANEL I c a l MOLENGTH OF PANEL i MIDL.ENM OF PANEL I MIDLENGTH OF PANEL I I I I E ,r— V f I I j I I j 314' S. S. x I I I I �,vG NU � 777777 777777 BOLIS /4" S. � a j j I I I 6J /J , � �n� j EVER o a 1 W I I e 1 2 ° O. C, t{ L� ) OR I POURED CONCRETE I I I I I I OR CONCRETE ''' I I I ti I I q I j WALL. RFOURED I I PO RE DC ON I I OA RED CONCRETE ` BLOCK WALL I I C I EW 45 CONCRETE ANCHORS REOUIRED �^ I RLiQU1RED WAU (SEE SCHEDULE) C U rj' cant. CALK -IN CONCRETE ANCHORS — AlC (SEE SCHEDULE) cont. POURED CONCRETE E 0. A swEDuto REQUIRED ALnE w TE t CONCRETE" ANCHORS FOR ® (SEE SCHEDULE) WALL MOUNTING INSTALLATION DIRECT WALL MOUNTING NVSTALLATION WALL MOUNT /NG INSTALLATION CEILING & FLOOR MOUNTING INSTALLATION k — (sEE ScouLEJ � I i - SECTION T Sri s /a" = r' - SECTION 8 s /e• m .t° - SECTION 9 ScALe J/8. = t° FOR Alin. SEPARATION I I WNDOW oR s C. A /7�77 I IPRODUCT MWSED as _n C� o - etwag jq gam xu� I I WI / p/G N ® E. D. =EDGE DISTANCE POURED CO I STUD t D S S C H EDUL E ON NCRETE ® 2 0. EE CH L.E 4 CONCRETE BLOCK WALL I I SHEET 6 OF B) REQUIRED .7 f F.B.C. High Velocity Hurricane Zone) NOTE FOR GOMBIN 770w OE SECWNS : 0 . 036 THICK GALVANIZED STEAL STORM PANEL DR4WN 5 c t M.o v. WALL/FCOOR/CQUNG MOUNTING 5EC71t7N5 CAN BE . (�� COMBINED IN ANY WAY m SUIT ANY INSTALL 4TtON 1 /10 /Os CORP. DATE WALL MOUNTING INSTALLATION / 7i - L E C O i N c . RE�4DY WINDOW SUE & sERVr 3845 N.W. 50th S7PtEET �wT TWnNQ A ENOamUNO COMPANY AMW. FLORIDA 33142 06-004 SECTION 4 N.W. aft st. 3�. VM Ram 33fae Flane � (�•iea —UN . F= s (3M)M —atl4 SCA1Ee 3/8" t' Feaa a (�a�it-ta� F« =lit -test DRAWING No JAN 2 3 20 - �os7Bev. cw mes as no a N a SHEET 3 OF 8 YIALTER A. TIkL7f Jr. Jr P. E. � OLD os I so a FLORIDA 110. 44167 s bONC A • • • • • CQNCRQE AWQHO/iSi • , POURED REQUIRED � CONCRETE ANCNaRS � -IN EE EDU (SEE SCHEDULE) AT • • • • • NSEG 5Qh1EDM! 8) • • • • • • • • • • . —_ — • • • • • • e • — E D (SEE SCHEDULE) _ 1 4 ° • 0-20 x J /4 • • • • • • • CONCRETE ANCHORS & BOLT W • ••• • • • • ••• _ NrIT OR X14 x 3/4" (� p "aUO ® t2" O. C. - - CO REE lF A":r'V. RS AOURFD CONCRETE EO OEJREfI CONCRETE' �-- — REWRED I f' - - _ �. _. _ • •� 4$� .. • • • • • N I BLOCK Ea ETJ ' •' I I I 2 , I I m I Z R EQUIRED A d I I REau1RED • • • � • • • I cont. I I � I POURED CONCRETE '� cant. I I RF •• I s ! � I I I m I I 3 • • • I I Cont. I I I tl I I I I I I I I I I :• :: :.• �. , I I I I i I I i r 1 i i i 1 I i l I I I j 1 I r r i I I I I- --(SEE SCHEDULE) I I I --(SEE SCHEDULE] I ( 1 1 (SEE SEPARATE) ) i I OR LAS �Aaa �S I I I I___ — T A O class OFF EWSMS f FOR Aft SEPAM770N S FOR LAS SE OF Oro EXb - /G 5 TO GLASS OF EX57M I I TO LW E D. FOR M w1NDDw OR ^a G. a 1 , w/n�w OR S. G D. l-- -(5� WY MW I , w1NDOw OR a G. D , I ro0w oR s c D Min. sFpARanaN � I TO GLASS OF E)WNG I 1 i a a I VANXW OR & c D I, I I t I f I I I f 78 xJJ I 1 1 T W G NUTl EEV;W I I 777f 77 ! 1 ¢" s s0 x I f f NG NtP0 STUD ® 12" 0. C. I! 1 x 31J2 WNN j I I 12° o c j I 14�► OR //777 0 ; * 2 0 a ,® OR cont. } i I I I I Cont. cs POURED CONCRETE' I O POURED CONCRETE POURED CONCR / ATE I I POURED � i DR i I CONCRETE BLOCK I — OR CONCRETE I CONCRETE I x �C >ED BLOCK wAU I R OUIRm [ = BLOCK I I BLQ A� — I u RARU/REO 1.000° T '° LOGO* MIn. CONCRETE ANCHOR5 - LO00 Min. 6 iro (SEE SCHEDULE) Cont. POURED C0� D. cAUC AN CONCRETE ANCHORS ALTERNATE FOR 4� CONCRETE ANCHORS RERUIRED AT r (SEE SCHEDULE) 1//4' 0 20 x 3 4` S S BOLT w/ NUT (SEE SCHEDULE) ALTERNATE CONCRETE ANCHORS (SEE SCHEDULE) �R t4 x J 4' L.i ® 12 0. C. -. 5 cant FOR ® (sEE SCHEDULE) � / SECTION -0 ANCHORS MQ2 WALL M UNN-MG INSTALLA SON CEILING & �ZO R MOUNTING DIRECT WALL MOUNTING S S�EECTION 2 ,INSTALLATION SCALE. 3/8" @ 1" INSTALLATION BUILD —OUT MOUNTING — SECTION 3 — SECTION 4 INSTALLATION — SECTION L (SEE SCHEDULE] I Mln. SEPARATION "S I T S. r. A PRODUCT REVISED I I I complying TA& ft Fkd I E. D. a EDGE DISTANCE 1 ftding Codc Accephwee Nw 0 6 —oZ I • o,¢ (SEE SCHEDULE oN pt> 1 o of o / a I SHEET 6 OF 8) CO � BLOCK WAU W i I 1 M07E FOR CGMBWA77ON OF SEC770NS : F.B.C. (High Velocity Hurricane Zone) 71 8 " ;6 3 /-72' WALL /FLOOR /CEILING MOUNTING SECT/OIdS CAN BE 0 .036 THICK GAL I/ANtZEO STEEL STORM PANEL °�4wN By WIN r STUD ® a 0. C. COMBINED IN ANY WAY TO SUIT ANY INSTALLA770M N.C.Y. C E S � READY WINDOW SALES & SERVICES CORP. ' / DAM SECTION 0 STU©s �B ©TTOM� � M.. E CO N M , w. 60th =42 .r._. TILUT 7ESTINO de �tOiEERlNO COMPANY AfiAM tZOR1QA 33142 WALL MOUNTING INST W T108 ,, ,- miss c r - = c -a,,• 06 -004 SECTION 1 mvz. J/B° = 1 " WALTEx - � T Jr.. P. F- �,� � e , OR IN. No - DRAWING ro. JAN 2.9 7' FLORIDA Uc. # 44187 4 1 WEET 24 OF 8 2.291' + • ••• r • • ••• •• •• • • • •• •• • R ' i i •i• •i• 2.228" tas" as ty 110" ��jfi •i •i •• i ••• • • w 1 4 0 a S ME • • • • • • • w 750" !2' C. R VETtV E71 q ANGLE SEE • • ••• • • • Q ti� ® 12' Q C r ,y6 .094' 90' `�• ° r •• • • • •• • .090" 082" .0u. N • t N w n • 004" N i s i i i i i i • •• OEWL ! DETAIL ! ti. r 1�. 2. 000 " 2.000 •� r 2.000' ow �, 2.000 2 , F r 2.328" 12a9' '1 4 2°xZMGLEWITHSTUD ® &VERSED2 "X2" 7.348` ® - V HEADER 1�- m ,� ANGLE wn7-1 8TUD ? °h "HEADER U`HEADER .� ! /z° Q !. FOR BUILD"OUT SCALE: 1/2' t° SCALE: 1/2" =s t" SCNE- 1 12" 1 .125- I t- r .374" 1►i m srw 11 m aruuYEE o 12' C "! • ! i SEE DETAK t t.D�" `T o9s• . OPT/OAw , _� Baas• aaa "! 1 ( � 5 9 "x2" ANGLE "F" TRACK O KEYHOLEATPANEL ® 2~x S_fMax)x .125 "ANGLE f WITH STUD . SME; 1 12" - 1° Sr". 112° = 1 " scat. 112 1 • SCALE. • 112 1 ° VMES - 1 SEE DET. 4/8 & 8/8. 51te• 0 HOLE FOR COMPONENTS stun LOCATION AT EVER PANd OVMAP PRODuCT thavI% _ - Expt don �e o ¢ r• �" B Y 1{qY! 15 LONG 5 IL t H F.B.C.. (Nigh Velocity Hurricane Zone) . M � ,069" ( 0.036 THICK GALVANIZED STEEL STORM PANEL vmm z — T — f 1 L E �: d 1 N AMY W AWW� N .W. KES SEW= CORP. ca DETAIL �._r TLUT TESTWA A 6Nalmo a camp NY MAW. R0RM JJ142 2 "x 7"x 9 /4"ALUM/NUMANGLE ~ ��— _ '�;' i,w—,, , R ,. i c r . Po. , c r -s,,. wE1�C�w E9 -08719 aw m a wn K% ft ar�nmw o� SCALE :, 1/2" _ !" W U. M A. TWO Jr.. P. E 1 ao az rs SHEET 2 OR a JAN oo ► U 441,17 3'max. CfAACREV ANCHORS i i 0 0 0 1 'Max. 1 '�11n. • (S•EE' 1 "Min. 0 AS APPLICABLE 0 0 0 0 .990 2.250 .990" T T'1 —6-7— — 1P' "'I• — •"' l "' T — I "l — — T T'I o (IYP•) ---� 0.036 THICK • • • • • • ? •, , Galy L 2.280• 2.250 1 4i F a+ 0.03&" THICK 12.000 (EFFECTfl/E WIDTH) 14.233 (TOTAL WWI) UNBiTED EI.S PANEL (SEF SCHEDULE O N SCALE 3/6 ffi 1" 3" Max. CONCRETE ANCHORS (SEE SCHWULE) 3" Mox 990 390 1 Min. 1 ° Min. STORM PANEL ELEVATION BOLTED PANELS w/ SCALE 1 112 a i' -0" 7/8 ° OVER 3 (SEE SCHEDULE '` 2.665" D ON SHEET 6 OF B) 0.036" THICK 01�L Gale. STEEL 6.000° (EFFECTIVE WIDTH) 6.152 (TOTAL KDTH) 114" Max GAP 114 Max GAP 1A HALF PANEL _SCALE} COMPONENTS SECTIONA A SCALE 1 112" 1'-0* PRODUCT REVISED cmplpioaE wn dw Awdda Baid'snE Code Expiraties Dafti 010 By mlk��C � F.B.C. (High Velocity Hurricane Zone) 0.036 THICK GALVANIZED STEEL STORM PANEL DRAWN M.c.v rlLE C O WADr NOW WM & SERK �s CORP. ''DATE 3648 AS W. 30th STREET TILUT TESIINO & ENOINEMO COMPANY MIAMI, R.OR/DA 33142 xw. Uft t $t, sh U ads sn" vft• , po�en- . rte. t (sas)= -m1a 06 -004 Rem (•)a 4)871 — m� :(eye» —rear ORAWM No EB- 0006719 W No I ammum I wa I sm No CAN JAN 2 3 2006 WALTER A. TIUJT Jr., P. E. r and as-ue r/t a — — SHEET IA OF 8 FLORMA L(o 44167 s s GENERAL NOTES. �• •:::.::' ': ........... 1. STORM PANEL SHOWN ON THIS PRODUCT APPROVAL OC TENT (P.A.D.) HAS BEEN VERIFIED FOR Z IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE COMPLIANCE IN ACCORDANCE WITH.7HE.a004't)li'i�N 0; ff FLORIDA BUILDING CODE. STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGEE, THIS SHUTTER BE DESIGN WIND LOADS SHALL BE DEUMA/Ed JNT4 t`fl 01� 620 OF THE ABOVE MENTIONED CODE. ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. IN ORDER TO VERIFY THAT COMPOA7a'� -AND A AdbRS 814 T'�lI �t"+N S P.A.D. AS TESTED WERE NOT OVER CONTRACTOR TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT STRESSED, A 33,E INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND ANALYSIS A DURATION FACTOR C0=1.60 WAS t1SQ Fpjj VFR.IFIC4TION OF FASTENERS IN WOOD. FULL LENGTH. • STORM PANELS ADEQUACY FOR IMPAG 4VQ ff/QGt' VESIS71INCE HAS BEEN VERIFIED IN ACCORDANCE 8. PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON WITH SEC77ON 1609, 1.4 OF 771E ABOVE MEItTICNED VCVE AS PER AMERICAN TEST LAB REPORT I SECTIONS 1 THRU 5 (SHEET 2A OF 8) WITH END COMPONENTS 5�& ®EXCEPT THAT HEADERS 0926.02 -96, AND FENESTRATION TES77NG LAB REPORTS 1 2222, 2223, 2293 & 2294, AS PROTOCOLS 0& ® SHALL NOT BE USED. TAS -201, TAS -202 AND TAS -203. 2. ALL STEEL SHEET' METAL_ PANELS SHALL HAVE STRUCTURAL _ QUAL17Y ASTM A -553, GRADE 40 9. STORM - -PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED -lN 7741S DRAWING PLVUS ANY - 91NIMUM, AND TO BE G -60 GALVANIZED STEEL DESIGNA77ON W/ MINIMUM Fy -49 ks! (AFTER ROLLED), BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. J. ALL ALUMINUM EXTRUSIONS SHALL. BE 6063 -T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). 10. (o) THIS P.A.D. PREPARED BY T74 1S ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORM47YON FOR A SITE SPECIFIC PROJECT, • i.e. WHERE THE SITE CONDITIONS DEVIATE FROM 771E P.A.D. 4. ALL SCREENS TO BE STAINLESS STEEL 304 OR 316 AlS/ SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksl TENSILE STRENGTH. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE /SHE DOES NOT DEVIATE FROM 771E ' 5. BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, GALVANIZED OR STAINLESS STEEL, WITH 36 ksi MINIMUM CONDITIONS DETAILED ON THIS DOCUMENT. CONS7RUCT70N SAFETY AT SITE IS THE CONTRACTOR`S YIELD .STRENGTH. RESPONSIBILITY. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS (A) - TO EXISTING POURED CONCRETE f'c -3320 psi MIN.: (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER - 114" 0 TAPCON ANCHORS, AS MANUFACTURED BY ITW/RAMSET OR ELCO TEXTRON, INC. OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND - WHO - 114" 0 x 718" CALK -IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. NOTES: ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER SHALL SUBMIT TO A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 314 ". THIS LATTER THE SITE SPECIFIC DR4WINGS FOR REVIEW. A.2) 718" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO _ - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. - .1141 0 -20 SCREWS USED (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL SHALL BE 1 112" LONG MINIMUM SHOULD STUCCO EXIST, .AND 1" MINIMUM FOR WALLS WITH NO ENGINEER OF RECORD 774AT PREPARED IT. STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE 11. SHUTTER'S MANUFACTURER PERMANENT LABEL SHALL BE PLACED ON THE EXPOSED ,SURFACE OF 774E EXIS77NG - WALL OR FLOOR, - ANCHORS SHALL BE LONG : ENOUGH TO REACH THE MAIN STRUCTURE BEHIND CENTER FLANGE OF A PANEL APPROXIMATELY 4" ABOVE THE BOTTOM OF SUCH PANEL. ONE LABEL BE SUCH PANELS, ANCHORAGE SHALL BE INDICATED ON NOTES A.1) & A.2) ABOVE. PLACED FOR EVERY PANEL. LABEL SHALL READ AS FOLLOWS: - (B) TO EXISTING ASTM C -90 CONCRETE BLOCK WALL- READY WINDOW SALES & SERVICES CORP. - 1/4" 0 TAPCON ANCHORS, AS MANUFACTURED. BY 17WIRAMSET OR ELCO TEXTRON, INC. MIAMI, FLORIDA - 1/4" 0 x 718" CALK -W ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. MIAMI -DADE COUNTY PRODUCT CON7ROL APPROVED. PRODUCT D NOTES : =ylnr the Flo B.1) MINIMUM EMBEDMENT OF TAPCON- ANCHORS INTO THE CONCRETE BLOCK _1NIT SHALL BE i' T /4". Aempmm No B.2) 718" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO F Ao= d8jm Dab _ o i o EMBEDMENT INTO STUCCO. SHALL BE PERMITTED. 1/4" 0 -20 SCREWS USED SHALL BE 1 1 12" LONG MINIMUM SHOULD S7UCC0 EXIST, AND I" MINIMUM FOR WALLS WITH NO STUCCO. E B.3). IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE 1 1/4" MINIMUM FOR ANCHORS MENTIONED IN B. 1), & 7/8" FOR ANCHORS MENTIONED IN 8.2). F.B.C. (High Velocity Hurricane Zone) (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF 0.036 THICK GALVANl2ED STEEL STORM PANEL THE ANCHOR'S MANUFACTURER. NC.Y. READr W SAM & SV1'CES CM. ' ce 1L ECOmc. 3mNW. " srar _j #" L T Mum a t wm" AW eon, a0m ."I'm 06 -004 �� ►n vmaraan env. v�nw W aim.: (�slaas as . Am Aas�s s». . , 1, -i 50 gym.: C PI -,as, wunlit No _ Es- -=671 9 sm (a M=mmw are am w I ecappnm+ ogre JAN 2 3 2006 nam n ua' Jr., 67 ow i - - SHM I of a Inspection Worksheet Miami Shores Village e aoao >m 10050 N.E. 2nd Avenue Miami Shores, FIL Phone: (305)795 -2204 Fax: (305)756 -8972 ... �k ;: S:{lF�� *'ii�: ::: :•. y:::: iiii::• iiiiiii : ^i:•:.i:.i' :::::::::::::. �:::::::::::: iiiii: }i }ii: ?ii; iiiiiiiii }i:.iii:ni'.i:::::::::.: �:::.: �. •. .. y:::: Y.: ::. : Mf :Y' .: : i .:<.: Inspection Date: 10/23/2008 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Shutter Final Owner: REESE, MELINDA Work Classification: Shutters Job Address: 960 97 Street NE Miami Shores Village, FL 33138- Phone Number Project: <NONE> Parcel Number 1132060143160 Block: Lot: Contractor: HOME OWNER Building Department Comments SHUTTERS PANELS AND ACCORDION OCT 70 Inspector Comments Passed �� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, October 23, 2008 Page 1 of 2 R & .�� iarni Shores Village � .... „,C, N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 itiritD�* Permit Permit Status: APPROVED Issue Date: 12/4/2006 Expires: 06/02/2007 Permit Number: PL -12 - - 1284 Owner's Name: MELINDA REESE one: Permit Type: Plumbing - Residential Parcel #: 1132060143160 Work Classification: Addition /Alteration Block: Lot: Job Address: 960 97 Street NE Section: PB: Miami Shores Village, FL 33138 - Contractor(s) Phone Primary Contractor Total Square Feet: 958 HOME OWNER Yes Total Valuation: $ 2,000.00 Re uired Inspections Additional Information Underground Rough o Type of Work: ADDITION Type of Piping: Water Main Top Out Additional Info: Bond Return : Main Drain Classification: Residential Lavatory Water Service Re Pipe Heater 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 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. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $1.20 PL -12 -06 -26913 $194.10 Education Surcharge $0.40 Total: Notary Fee $5.00 PAI Permit Fee - Additions /Alterations $180.00 Au o t t" Scanning Fee $3.00�� Technology Fee $4.50 Total: $194.10 Building D epartment File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature Miami Shares Village Building Department 10050 N.E.2n Ave ni Miami Shores, Florida 33138 Tel: (3 ) X 8972 BUILDING ° Permit Na. 'L.C�� 120 PERMIT APPLICATION -- -- - - - _ , - ster Permit N o. FBC 2001 Permit Type (circle): Building Electrical lumbin Mechanical Roofing Owner's Name (Fee Simple Titleholder) S!D * Hrutj Q 7te$E Phone # aDS 757 l t'30 - 3 Owner' Address 9b D w E 97 s r. City N 1 +M1 G fbefS State FL0r240A- Zip 3313 Tenant/Lessee Name Phone # q KAe- Job Address (where the work is being done) ! 6 0 97 City Miami Shores Village County Miami -Dade Zip %3 313 $ Is Building Historically Designated YES NO Contractor's Company Name ) U!WI)M /bt4 L L DM - r - ,&t> Phone # 30 S 75 ¢3 0 5 Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) k 171+ Phone # S12 1 7(06 - 1 $ Value of Work For this Permit 2� Square Footage Of Work: 158 Type of Work: (Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: P1,am>r -5" FG/2 ONC (p- q' *ro -vONl Gmol -to - h - e im + e mts'l1Nti p1tAm -b1 &rui 4r raid _resrcPeKce Submittal Fee $ Permit Fee cc $ 1. Co /cc Notary S Training/Education Fee $ 1 LAO Technology Fee $ -, Scanning $�— Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 1 ( .Total Fee Now Due $ l a AUG 0 3 PAID 1 � (Continued on opposite side) �/ t 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 WORD, 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 er or Agent Contractor The foregoing instrument was acknowledged before me this ?-0 The foregoing instrument was acknowledged before me this day of 20 _, by who is personally known to me or who has produced who is personally known tome or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTAR P LIC: NOTARY PUBLIC: Sign: RIDA Sign: Print: Print: My Com n Expires: EXpireS: , . 9 M Commission Expires: Bon de 'Thru Atlantic Bonding Co., Inc. Y r APPLICATION APPROVED BY: f 7 Plans Examiner Engineer chc 05lI3/03 ` Zoning ADDENDUM TO BUILDING PERMIT APPLICATION 'AN A1:PT i ATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTArKED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEV UNIT FEE ITEM UNIT FEE 3ATH SWITCH dJTLETS I SPACE HEATERS 3IDET LIGHT OUTLETS CENTRAL HEAT IFN I I ?ISHWASHER RECEPTACLES A/C (WINO) � )ISPOSAL SERVICE TEMPORARY VC A/C (CENTRAL) ORINKIWu FOUNTAIN SERVICE SIZE IN AMPS DICT WORK FLOOR DRAIN SERVICE REPAIRAETER CHANGE REFRIGERATION j GREASE TRAP APPL I AWJ, OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR f RANGE TM UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUNID TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS c- 1 + STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS I SINK, POT /3 COMP. MOTORS OVER 3- 5 FP MECHANICAL VENTILATION � I SINK, RESIDENCE MOTORS OVER 5-- 8 HP KELEVATORS/ESCALATORS ORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP TEMPORARY WATER CLOSET MGTCRS OVER 1C- 25 W SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 If NG TOWERS WATER CLOSET MOTORS OVER 100 I-P TION! INDIRECT WASTES f A/C WINDOW ( RE MSP,ECTJON I WATER SUPPLY TO. AIR CONDITIONERS A/C UNIT STRIP HEATER f FIRE SPRINKLER GENERATORS TRANSFORMERS f HEATER -NEW INST. GENERATORS 'TRANSFORMERS � f HEATER - REPLACE GENERATORS TRANSFORMERS I ` LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIWINIG POOL OUTLETS COOERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS f -SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY f TELEVISION OUTLETS I f DRAINFIELD, 4' TILEAES. f f VIOLATION Ll � PLW 8 ABANDON SEPTIC TANK RE INSPECT ION SOAKAGE PIT CU. FT. ( I CATCH BASIN DISCHARGE WELL f f DOMESTIC WELL f AREA DRAIN ROOF INLET I I f f SOLAR WATER HEATEP, I f I f FIRE STAB IPE FEE — p I I Its I I f C LAWN SPRINKLER SYSTEWL E I I I GAS RANGE ! f f METER SET (GAS) f f I { I I GAS PIPik_ l �y °Rg Inspection Worksheet t Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 -0* Inspection Date: 03126/2008 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type Top Out Owner: REESE, MELINDA Work Classification: Addition /Alteration Job Address: 960 97 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments PLUMBING FOR ONE BATHROOM AND TO TILE IN TO EXISTING PLUMBING SERVICES FOR SAID RESIDENCE MAR 2 5 2008 lr c or Comments � ,f Passed Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, March 25, 2008 Page 2 of 2 4 1 Rs� Inspection Worksheet ... q Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ME MON 4 ,.'" IT 3' Inspection Date: 07/0812008 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Final Owner: REESE, MELINDA Work Classification: Addition /Alteration Job Address: 960 97 Street NE Miami Shores Village, FL 33138- Phone Number U��P arcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER BuIlding Department Comments PLUMBING FOR ONE BATHROOM AND TO TILE IN TO EXISTING PLUMBING SERVICES FOR SAID RESIDENCE va s A s r Comments Passed Ed Failed E:1 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, July 7, 2008 Page 2 of 2 A Inspection Worksheet ^^ Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ( i• i} {. • . :::.: i ::: i:•i:• i:• isv} i:. ii:. ii:::......i:':::::• i:• i:• iii:• ii?i iii: is6: 4:: v: i• isA: S: h: h:hi:h:Kii•::4i:4::4:4:•:::4::: 11- :::.::::.....................................::::::::.::::::::.:.::................:.:..::::::::::.::::::::::::............................................ ............................... Feet' t# it. ulr ..,.::...::.'..L::..:�!.:.'... :::::::::::::...:............:.::.:........:::.::::::::::::::::::::::::::::::::::::::::::::::............... ............................... .......... ........ Inspection Date: 06/18/2008 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Final Owner: REESE, MELINDA Work Classification Addition /Alteration Job Address: 960 97 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments PLUMBING FOR ONE BATHROOM AND TO TILE IN TO EXISTING PLUMBING SERVICES FOR SAID RESIDENCE ✓ 0( Inspector Comments Passed E Failed EJ/ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, June 17, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village r te , 10050 N.E. 2nd Avenue Miami Shores, FL �'�oRtoA Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/14/2007 Permit Type Plumbing - Residential Inspector: Levrock, James Inspection Type: Rough Owner: REESE, MELINDA Work Classification: Addition /Alteration Job Address: 960 97 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments PLUMBING FOR ONE BATHROOM AND TO TILE IN TO EXISTING PLUMBING SERVICES FOR SAID RESIDENCE Inspector Comments Passed El cc Failed ,'' Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, November 13, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12104/2007 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Water Main Owner: REESE, MELINDA Work Classification: Addition /Alteration Job Address: 960 97 Street NE Miami Shores Village, FL 33138 - Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments PLUMBING FOR ONE BATHROOM AND TO TILE IN TO EXISTING PLUMBING SERVICES FOR SAID RESIDENCE DEC 0 5 2007 Inspec omrnents Passed ER PIPING I Failed ,. Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, December 3, 2007 Page 2 of 2 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To SIDNEY REESE Invoice Number: RF -11 -07 -30359 960 NE 97 ST Invoice Date: November 19, 2007 MIAMI SHORES, FL 33138 -2569 Permit Number: RF -8 -07 -1675 Return Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name Fee Type Fee Amount 11/19/2007 Revision Fee Calculated $35.00 11/19/2007 Scanning Fee Calculated $3.00 Total Fees Due: $38.00 N ( PAID C;G 51 OT5 Monday, November 19, 2007 Miami wl 1�,j aml Shores Village MOME I NOV 15 2007 Building Department BY:------------ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fees Simple Titleholder) S 1 A YC -Q-R- S e Phone# Owner's Address l b O IV "L Q -� 5 Ci State �' Zip 331 3 �5 Tenant/Lessee Name Phone \?�� 16p S Job Address (where the work is being done). N City Miami Shores Village County Miami -Dade Zip 'S FOLIO / PARCEL # I 1 �j 4. 0 19 �) 16 b Is Building Historically Designated YES NO Contractor's Company Name I J U y e- J 1 --y"`� �s 5"� ti `ti Khone # -7 $ ' 3 U -7 K` 7 Contractor's Address _ 5?1-"7 2 l (: V City N. _ S . State E1 Zip "a 2 1 6 "1 Qualifier Name AeXII^, ( f Phone # State Certificate or Registration No. ' o D 5 1 Certificate of Competency No. ArchitectlEngine if applicable) Phone # Value of Wo ermit $ 0 r Square / Linear Footage Of Work: 6 V Type of Addition QAlteration New ^ Repair/Replace �Q Demolition Describe .: G i wt -1,o �. Sw.4 L-61G t'u1 Submittal Fee $ Permit Fee $ -' . CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side —� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 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 $2300, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be,delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by day of , 20 _, by , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: ` L Plans Examiner Engineer Zoning (Revised 02 /08/06) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL aa ✓ Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 08/16/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tin Cap Owner: REESE, SIDNEY Work Classification: Roof - New Job Address: 960 97 Street NE Miami Shores Village, FL 33138 - Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: DOUBLE DIAMOND CONSTRUCTION INC Phone: (386)847-8899 Buildina Department Comments REMOVAL, DISPOSAL, RE-ROOF TILE TO TILE Inspector Comments Passed tin cap for flat and tile roof Failed E]_ Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Wednesday, August 15, 2007 Page 2 of 2 Permit NO. RF -8 -07 -1675 ✓' rzr�` Miami Shores Village r 9 Permit Type: Roof _ 10050 N.E. 2nd Avenue Work Classification: Roof -New Miami Shores, FL 33138 -0000 Perill't Phone: (305)795 -2204 Permit Status: APPROVED - Issue Date: 8/10/2007 Expiration: 0210612006 Project Address Parcel Number Applicant 960 NE 97 Street 1132060143160 Miami Shores Village, FL 33138- Block: Lot: SIDNEY REESE Owner Information Address Phone Cell SIDNEY REESE 960 NE 97 ST MIAMI SHORES FL 33138 -2569 Contractor(s) Phone Cell Phone Valuation: $ 2 0,000.00 DOUBLE DIAMOND CONSTRUCTION 1 (386)847 -8899 Total Sq Feet: 3492 Type of Work: Re -Roof Available Inspections: Additional Info: COLOR THRU Inspecti Type: Classification: Residential Tin Cap Final Roof Up Lift Report Hot Mop Tile In Progress Fees Due Amount Total I Amt Paid I Amt Due CC F $12.00 Education Surcharge $4.00 $ 0.00 $ 0.00 $ 0.00 Notary Fee $5.00 Permit Fee - New Roof $325.00 Payment Type: Scanning Fee $12.00 r Technology Fee $8.13 AUG _' 3 PAID Total: $366.13 n� VJ�S r� 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. August 10, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Friday, August 10, 2007 1 Miami Shores Village AUG 0 8 2007 Building Department BY: _[----------- 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION hi des • Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Rg Owner's Name (Fee Simple Titleholder) J l Yl e e e e Phone # 30 5 - - '7 Owner's Address 9 60 res State + t Zip 33� Tenant/Lessee Name Phone Job Address (where the work is being done) �'' 1 S t City Miami Shores Village County Miami -Dade Zip - 3 1 2 9 FOLIO /PARCEL # — 1:1 -3 206 - O IL( Is Building Historically Designated YES NO Contractor's Company Name d � / AA Phone p Y P� c d�.� n.r,, CO S'7 ! s'�, Contractor's Address _ .Z2 City F Y State /L Zip Z l Qualifier Name Phone # 3 �C State Certificate or RegistrationNo ate? ®Sf Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone Value of Work For this Permit $ ®1 ®,o ® Square / Linear Footage Of Work: �- , T� T Type of Work: DAddition QAlteration QNew ii Repair/Replace El Demolition Describe Work: 2 w► c) v 1 e-9- Y"0 o y `f Submittal Fee $ Permit Fee $ 3 �cJ CCF $ CO /CC Notary $ �` Training/Education Fee $ 4-W Technology Fee $ J Scannin $ g Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee AU G 1 3 ��o Structural Review. $ Total Fee Now Due $ - l See Reverse side -+ 1. Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a 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 t absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature signature er or Agent Contractor The foregoing instrument was acknowledged before -t me this � The foregoing instrument was acknowledged before me this day of -� , 20 , by S U tl�+� _, day of 09c�c 4-- . 20 OR by t�2-�✓ c© k • , L4 rte who is personally known to me or who has produ / who s personall known to me r who has produced As identification and w as identification and whodid take an oath. NOTARY PUBLIC: NOTARY PUBLIC: c Sign: - e° Sign: Print: �TATE Print TC�� r ..Q �'. IL'�JS My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 015; Bk 25 F's 45:51; 1APS) R E - 1,eol 7 R ED EE_ D- 0 8.1f 1 TA VEY F 1 0 F 1 R T PERMIT NO% FOLIO NO. ( Z t�j� - 1 3 v6p HAR . KUV-1 N FUOIR. 11 7.1:4 , T Pi D E U STATE OF FLORIDA: COUNTY OF MIAMI-DADE: � 7— 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 AUG 13 2007 is provided in this Notice of Commencement. Cpl n 1. Legal description of property and street/address: C 6 r 6, t 2. Description of improvement: 3..Owner(s) namg and addfess: 3113, Re-ef 0 tJ-Z- 54 (3 61 �-_ Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: ) U "1 6 coill L41+1 0 ^ F-" C_ ?7� f— 2A A 1\j 's 6 FL- 32-1 61 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: sTAX E OF FLOR!.[)A, C-OUNTY Of PVNIG%�__ j[j!:REB,YC-v iiFyfilai U i K7 Amount of bond $ 1 1, LIN orfCt,r rile, S ir 6. Lender's name and address: 7. Persons within the state of Florida designated by Owper upon whom notice d as provided by Section 713.13(1)(a)7., Florida Statutes, y Name and address: \j 8. In addition to himself, Owners designates the following person(s) to receive a copy of the -Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diff k,date is specified) Si64a.ture o0wrier Print Owner's Name-9tw ev ("j , Rct E --e Prepared by Sworn to and subscribed before me this - 0 W VIL L day of 52 6 o q k, Abress: Lea Notary Public a, Print Notary's Name � 33 6 1 My commission expires: 123.01-52 PAGE 4 8/02 °Rs� Inspection Worksheet Miami Shores Village h _ 10050 N.E. 2nd Avenue Miami Shores, FL �ORtDA Phone: (305)795 -2204 Fax: (305)756 -8972 6 Inspection Date: 02/05/2008 Permit Type: Roof Inspector: Grande, Claudio rr,eI�I11 Inspection Type: Final Roof Owner: REESE, SIDNEY EM g ICU Work Classification: Roof - New Job Address: 960 97 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: DOUBLE DIAMOND CONSTRUCTION I NC Phone: (386)847 -8899 Building Department Comments REMOVAL, DISPOSAL, RE -ROOF TILE TO TILE Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 70416. CREATED AS REINSPECTION FOR INSP- 58198: 1) All excess roofing materials shall be removed from site. 2) Provide Product Approval for the Ventura Ridge Plus ventilation system Failed El to be used with a metal roofing. 12/18/07 CG 12/27/07 The product approval submitted for the Air Vent Shingle Vent is not Correction approved to be used on a metal roof, this product has been tested only for Needed ❑ use in shingle roof. Any type of ridge vent used shall have an NOA and be approved to be used on metal roofs. CG. Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. 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WREN u N■ NNe NNE tNNM■ NN N■ ■MNN■ ■N■ ■N■ ■N■NMC■■NMN■ /NNNNM on y . 5 Metal Roof System MIAW Miami -Dade County Building Department Electronic Application ¢a Section D Sloped System Description Metal Roof Panels Roof System Manufacturer: Southeastern Metals Manufacturing Corp Notice of Acceptance Number: 07- 0815.07 Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: ':45 P 2: 95.1 P 3 95.1 Maximum Design Wind Pressures, (From the NOA Specific system): ' - 106.75 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n /a) in the text box. Deck Type: - - 5/8" Plywood -- F .. ................ Optional Nailable Substrate: • ; { •!!•!• • 0000•• Optional Nailable Substrate AttaatYnant.Method` • 00 - { ...... .: •• •!• F Optional Insulation: 0 • •. .. • • • • • • • {{ :,w ,! k• v:. F 00000 • Optional Insulation Attachment McV)pd: • In .. Roof Slope: V12" Fire Barrier. Roof Mean Height: El ft. Elk Versashield Underlayment Clip or Screw Spacing for Metal Roof Panel Attachment Underlayment Type: 30# ASTM D226 Type II Field: " o/c Perimeters: 7 "" " o/c Corners: 7 " o/c .k 4 WIZh CxT,,�` Underlayment Fastener Type: Number of screws required per clip: 7 1 - 1/4 Coil Nails & 1 -5/8" Tin caps ' Perimeter Width:. ft. Optional Peel & Stick Membrane: �. Screw Type, Size, & Gauge for Clip or Metal Panel Attachment: Metal Roof Panel: __. •. Sem -lock Snap -lok Standing Seam 26 Ga. Min #10 ancake screww /min t -1/4" p Drip Edge Size &Gauge: --3 face 26 ga.- - /® VIA - De Drip Edge Material Type: -- Galvinized Me tal — �� /ice Drip Edge Fastener Type: 1 - 1/4 Coil Nails Hook Strip /Cleat gauge or weight: - -. Select Hook Strip -- MIAMI DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Elk Corporation of Dallas 202 Cedar Road Ennis, TX 75219 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 aceWed by the Build - — Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • 0000.. 000000 • 0 This NOA shall not be valid after the expiration date stated below. The Miami- Dade•Covnty P"o •. Control Division (In Miami Dade County) and/or the AHJ (in areas other than Mi�Dade County) reserve the right to have this product or material tested for quality assurance purpose X product br : s : 0600 : material fails to perform in the accepted manner, the manufacturer will incur the expeais o%such teclrxg • * 0 . 0 0 and the AHJ may immediately revoke, modify, or suspend the use of such product dr material withu' l • • .. ... 6 ll)ade 6 6 their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determin 0000. e d%by Miami ; 000060 County Product Control Division that this product or material fails to meet the rgcgt�teaents of the 0 • applicable building code. • 0 0000 0000.. This product is approved as described herein, and has been designed to comply with tl:%Fjbr Va Building . : 0 • Code and the High Velocity Hurricane Zone of the Florida Building Code. •• DESCRIPTION: VersaShieldTM Underlayment LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 02- 0327.03 and consists of pages I through 3. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 0103.08 e Expiration Date: 02/07/12 Approval Date: 03/01/07 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Catei!orv: Underlayment Material: Fiberglass SCOPE: This acceptance is for VersaShieldTM Underlayment as manufactured by Elk Corporation of Dallas, as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: ; • • •;. Test Product . Product Dimensions • • • • • • • Specification DescfibtiW • •' • • VersaShieldTM 42" x 100' rolls ASTM D 226 Type II Non - Asphaltic fibel - VA9 based 0 :0000: underlayment and/or fire barrier; • • • : • EVIDENCE SUBMITTED: • • • 00000 . . . • • • • • • • • • 0 • . ...... . Test Agency Test Identifier Test Name/Report ; 0 .0 0 • ; Date .... 0.0 0.0 . • .. 0000. ... PRI Asphalt Technologies, Inc. ELK - 063 -02 -01 TAS 100 &/27/0,1• • ; • Underwriters Laboratories Inc. 99NK45831 ASTM E -108 03/21/00 Underwriters Laboratories Inc. R19254 ASTM D -226 09/13/01 PRI Asphalt Technologies, Inc. ELK - 069 -02 -01 TAS 100 03/04/02 BRY- 003 -02 -01 TAS 117(B) 03/19/02 BRY - 003 -02 -01 TAS 114 (H) INSTALLATION: 1. VersaShieldTM shall be installed in strict compliance with applicable Building Code. 2. VersaShieldTM shall be installed with a minimum 4 -inch head lap in a single layer fashion. 3. VersaShield TM is a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 4. VersaShield TM may be used with any approved roof covering Notice of Acceptance listing VersaShield TM as a component part of an assembly in the Notice of Acceptance. If Versashield TM is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 5. VersaShield TM is a non - asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies. For fire classification of specific roof assemblies using VersaShieldTM refer to a current Approved Roofing Materials Directory for fire ratings of this product. NOA No.: 07- 0103.08 Expiration Date: 02107/12 Approval Date: 03/01/07 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. LABELING: All packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and yellow line to identify the ASTM Standard designation. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: : • • • • • • • • • • • 1. This Notice of Acceptance. •..' • 666.. • 6666.. 2. Any other documents required by the Building Official or applicable buildinV'We* in orier oo • properly evaluate the installation of this material. :9006: 6666 .. . . .600.0 END OF THIS ACCEPTANCE 6.6.66 •• ••• ••�•• 0 6666 .. 6666.. 666666 . 6 6666 6666.. 6666 66 6 666 . 6 • 66 NOA No.: 07- 0103.08 Expiration Date: 02/07/12 Approval Date: 03/01/07 Page 3 of 3 MIA DADE MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFS ICE (BCCO) 130 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI. FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE (NOA) (305) 375-2901 FAX (305) 375 -2908 _ Southeastern Metals Manufacturing Corporation 11801 Industry Drive Jacksonville, FL 32218 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County P roduct- &Arr ...... Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cou;Wr(:serve,the right to have this product or material tested for quality assurance purposes. If this product or majr 41,fails to geWrm in* • • • • the accepted manner, the manufacturer will incur the expense of such testing and the ARJ. FL5O immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. �BCft reser1es1be right to revoke this acceptance, if it is determined by Miami -Dade County Product Control DivIlibb that this Product g ;; • • • material fails to meet the requirements of the applicable building code. 00 : 0 • .. .. .. 0 ...... This product is approved as described herein, and has been designed to comply with the 1;'loridz Buildin Code 0. including the High Velocity Hurricane Zone of the Florida Building Code. 0 0 •••• • DESCRIPTION: SEM -Lok Snap Lok Standing Seam Metal Roof Panels 0 00 L ABELING: Each unit shall bear a permanent label with the manufacturers 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 renews and revises NOA 0 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0815.07 Expiration Date: 04/03/13 Approval Date: Page 1 of 5 ROOFING SYSTEM APPROVAL: CategoKy: Roofing Sub- Cateem: Metal, Panels(Non- Structural) Material: Steel Deck Type: Wood Maximum Desien Pressure - 106.75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description "SEM -Lok Snap -Lok I = various TAS 110 Corrosion resistant, galvanized, Standing Seam" w = 16" & preformed, standing seam, cbavA. min. 0.021 T' thick TAS 125 prefinished, met1l pahols. ' • • • • .. . • 0000.. • SEM -Lok Cleat L = various TAS 125 Preformed, galva'Mie.'metaf cl eat • • • • W = 1 -3/8" 000000 0000.. H = 1 •, 0000 . 0000.. 0000. 0000 Trim Pieces I = varies TAS 110 Standard flashingnnd•trim piet @s. ' w = varies • Manufactured f648507panel width. • min. 0.0217" thick • • 0 " 0 000000 0000 . 0000.. EVIDENCE SUBMITTED .. Test Aaeney Test Identifier Test Name/Report Date Hurricane Test Laboratories. Inc. 0041 - 0703 -98 UL —580 test 07/10/98 TAS 125 Hurricane Test Laboratories, Inc. 0041- 0807 -07 TAS 125 07/21/07 Force Engineering & Testing, 188 - 03327 -06A TAS -l25 08/27/07 Inc. Force Engineering &Testing, 188- 0332T -06B TAS -125 08/27/07 Inc. Celotex Corporation Testing 520504 TAS 100 12/21/99 Services NOA No.: 07- 0815.07 Expiration Date: 04/03/13 ApprovaI Date: Page 2 of 5 APPROVED ASSEMBLIES SYSTEM A -1: "Sem -Lok Snap -Lok Standing Seam" 26 ga. Metal Panels Deck Type: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank. Slope Range: 2 ":12" or greater Maximum Uplift Pressure: See Table A Below Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than #8d galvanized ring shank common nails spaced 6" o.c around the perimeter and in the field.. In reroofing, where the deck is less than 19 / 32 " thick (Minimum 15 /32 ") The above attachment method must be in addition to existing attailiment. Underlayment: Minimum underlayment shall be an ASTM D 236 Type I ipstalled with a minimum 4" side -lap and 6" end -laps. Underlayment shall' be• faste wAUith ' . corrosion resistant tin -caps and 12 gauge 1 1 /s" annular rin !M"Hk 0 00 0 nails. spaced , , 00 0 0 6" o.c. at all laps and two staggered rows 12" o.c. in the fie 0 0 0 0 roll. Or, any : • approved underlayment having a current NOA. • 0 • : "• " 00006 Valleys: Valley construction shall be in compliance with Roofing ApAt1taGon Stan'd,r ;: 00.0• RAS 133 and with Southeastern Metal Manufacturing Compo y; j current ' , ... published installation instructions. • • 0000 .0000. Fire Barrier Board: Any approved fire barrier having a current NOA. Or for clash A.dz B fire'ra[ing, : 000 % install minimum 1 /a" thick Georgia Pacific "Dens Deck" (with current NOA) -W minimum 4mm thick of Tritex. RockRoof (with current NOA) or 5 /8" water resistant type X gypsum sheathing with treated core and facer. Metal Panels and Accessories: Install the "SEM -Lok Panels" and accessories in compliance with Southeastern Metal Manufacturing Company's current, published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. "SEM -Lok Panels" shall be installed through the prefabricated panel slot openings with a minimum #10 pancake wood screws of sufficient length (but not less than I") to penetrate through the sheathing a minimum of 3 116 of an inch. Fasteners shall be spaced a maximum of 7" o.c. When using "cleat ", place cleat over male rib before securing the panel with screws. See Detail A herein. Table A Maximum Design Pressure Field Perimeter and Corner Maximum Design Pressure -52.5 psf. - 1061.75 psf Without Cleat With Cleat 1. Extra olation shall not be allowed NOA No.: 07- 0815.07 Expiration Date: 04/03113 Approval Date: Page 3 of 5 SYSTE1Vi LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. ?. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). 3. All panels shall be permanently labeled with the manufacturer's name and /or logo, and the following statement: "Miami -Dade County Product Control Approved. 4. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. • • NOA No.: 07- 0815.07 Expiration Date: 04/03/13 Approval Date: Page 4 or 5 4 � PROFILE DRAWINGS " SEM -LOK SNAP LO K STANDING SEAN" METAL ROOF PANELS 16° 1" 0000.. • • . 0000•. 0000•. • � 0000.• . 0000.• �4^ 0000•• • • • •6.6.• 1 �9 0000 • • • • • • •0000• •060• 0000 • • 0000.. s •.• s••.• • • • . • •• •• •. . 0000•• • • • 0••6 060••0 • � . 0000 • • . . CLEAT DETAIL i WITHOUT CLEAT WITH CLEAT END OF THIS ACCEPTANCE NOA No.: 07- 0815.07 Expiration Date: 04/03/13 Approval Date: Page 5 of 5 �7 MIAMI-DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 3 313 0-1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and. Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, Basik, l R/IRX, TU, TU Plus and MU Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and. there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse. of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed. in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0424.03 and consists of pages l through 6. The submitted documentation was reviewed by Jorge L. Aceb a NOA No 06- 0505.01 Expiration Date: 09113/11 Approval Date: 11130106 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Roofing Sub- Category: Underlayment Material: SBS , APP Self- Adliering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick P Roll: ASTM D 1970 A polyethylene top surface, self - adhering, underlayment 75' x 3' SBS polymer modified bituminous sheet 40 mils thick material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Basik Roll: ASTM D 1970 A homogeneous, rubberized asphalt underlayment 65'8" x 3'3 ' /," waterproofing membrane, glass fiber 60 mils thick reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. Polystick IR/IRX Roll: TAS 103 and A fine granular /sand top surface self- underlayment 65'8" x 3'3= /$" ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy 'granuled surface self adhering, underlayment 32'10" x 3'3 3 / $ " ASTM D 1970 APP polymer modified, fiberglass or 100 mils thick polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A non- wicking fabric surfaced, self - underlayment 65'8" x 3'3 -'/ ASTM D 1970 . adhering, APP polymer modified, (Facer of Membrane 80 mils thick fiberglass reinforced with a high strength Labeled in Orange polyester fabric, bituminous sheet material or Black Ink) for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. Polystick MU Roll: TAS 103 and A non- wicking fabric surfaced, self - underlayment 65 x 3'3 3 / ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. y NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 2 of 6 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Exterior Research & Design, LLC #11756.04.01 -1 TAS 1.03 04/27/01 411756.08.01 -1 ASTM D 1970 08/14/01. #02202.08.05 TAS 103 08/29/05 PRI Asphalt Technologies PRI01 I I I ASTM D 4977 04/08/02 PUSA- 005 -02 -01 ASTM D 4977 01/31/02 PUSH- 018 -02 -01 ASTM D 2523 07/t4/03 PUSA- 035 -02 -01 TAS 103 09/29/06 PUSA- 033 -02 -01 ASTM D 1970 01/12/06 INSTALLATION PROCEDURES: Deck Type 1: Wood, non- insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-V2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. S. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. 1 NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30106 Page 3 of 6 GENERAL LIMITATTIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre- existing roof membrane as a recover system. 6. Polystick P and Basik shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IRARX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913-72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: Tile Profile Polystick LR/IRX Polystick MU Polystick TU, TU Plus Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. Roofing Tiles (6 Max. Per Stack) 'r 0 6" Roof beck prepared Wth k ' . AQLYST1CK7tJ.f?lus NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 4 of 6 GENERAL LIMTTATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IRARX, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P. Basik, IRARX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Product Control Approved ". BUILDING PERMIT REQUIREMENTS: Application for building permit shall. be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum I " metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass 2000 MB Plus trowel grade or other approved premium SBS modified trowel grade mastic, applied in between the application. of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum. of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. 6. Battens and /or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch /slopes of 7/12" or greater. It is suggested that on pitch /slopes in excess of 6 ` /4 "712 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 1.1 /30/06 _ Page 5 of 6 7. Minimum cure time after membrane installation & before loading of rooting tiles is Forty -Eight (48) Hours. 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass MB 2000 Plus Trowel Grade Mastic or an approved premium SBS modified trowel grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching ► nembrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 401bs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self- adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. la. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No 06- 0505.01 Expiration Date: 09/13/11 0 Ep i—a Approval Date: 11/30/06 Page 6 of 6 ORE Inspection Worksheet Miami Shores Village m 10050 N.E. 2nd Avenue Miami Shores, FL . Phone: (305)795 -2204 Fax: (305)756 -8972 r ' d - e. °,.. ..:.::: ;,.:. . ., . yes• O i `? � .... �� tea... a � ` .. �..' Inspection Date: 1211812007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Final Roof Owner: REESE, SIDNEY V+ Work Classification Roof - New Job Address: 960 97 Street NE Miami Shores Village, FL 33138 - Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: DOUBLE DIAMOND CONSTRUCTION I NC Phone: (386)847 -8899 Building Department Comments REMOVAL, DISPOSAL, RE -ROOF TILE TO TILE Inspector Comments Passed 1) All excess roofing materials shall be removed from site. 2) Provide Product Approval for the Ventura Ridge Plus ventilation system to be used with a metal roofing. 12/18/07 CG l Failed Correction Needed Re- Inspection Fee ($75 No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, December 18, 2007 Page 1 of 2 07/69/2007 20:21 9545635543 AUANTI PERMITTING S PAGE 02 Ul /Li!`414 U4:4U FAA W uuliuu4 A CERTIFICATE OF LIABILITY INSURANCE CEI/ END.Ia!a►? ACOT•7.tI+Op #31- 95# G /2 6001 �DUT 12:23:03ers owgum TH)$ CEyi77FICATE IS HUED AS A MATTER OF INFORMAT10N Highpoiat Riak Resvie•S LLC ONLY AND CONft"5 NO RICKM UPON T146 CEFITIRICATE 14160 Dallas Parkway #DQO A_LT91 R. r C01f1�! A AF O�E$ NO POD, EXPEND�fR Dallas, TIC 13254 (1504) 532••$006 (072) 713 -09SP INSURERS AFFOADINGCOVERAGE 4O INNUIIMV: ate. • e INSURa)SA; Campanlgn Fsaperty and Osnualty Inauxa:tic4 Clung CAMACHOS ROOfCING INC INSVRRR R 1390 NW 33RD ST INaU1iHRC: OAKLAND FAFTj tL 3330 (154) 367 ^1859 Tax: (554) 530-0242 JNsummm IN$4RER E: NA THE PR1.0115 OF INsuRANCE UST6D NKLOW HAVE OjEfN ISSUED TO THE 94URED NAIIIED ABOVE FOR THIN POLICY PIGRIOD I10ICAT50- NOTwITNRTANDING ANY }Id pTAIN, ITHE fNB TERM OR AFFOR CO" o NY HE Pv C tai 0pWR1Ni0O MSR IR sugir CT M To A THE'iSRuS, 'EXCL USIONS AND G 8 B EISMI) OR MAY N6tT)ONS CW iuOH PERTAIN, 7H! WiANGE AFfONt# POLIO)G . AGdRlGATfi U1AITli ll1401NN Y HAVE fi N RlCUOfsD spy PAID CLA )M5. TYPE OF INSURANCE NUMBER Y LJilIITS GENFPALLULBILI"Y GACH40C1N�RSNCG i CWUERCIAL GENEM LIABILITY FIRE DAMA06 MX tlM FmX L C'LAlas MARY 13 O=yFI MED EXt (A-Y as p mn) S PER49M14L4 4 AYiY INJURY � — WIEN AylRIlGATE s GEN". A6rAEGAT•E UwdT APPLIES PBX: PfeDDUCTS . C.AL+PJLW AGO S P31LICY YAD Lac AYTOMODR L JJ"WTT ODNNINGC SWW IIMMY 6 ALL OYINCO AyY09 ® , �' aF V a t p�Qp;LY INJUPh' �CHEOUIEPAMI"O ..++ -' r�� t^ 4J „ \ \, riFdiDAUIUR: 6` 4 ��. C, � (b i fjowMNQ0AUT0$ (^T� �• eoDD�RnWYu09 i GARAGE LIAI N.ITY AUTO ONLY . GA AOOmgW i ANY AV -? OTHNA THM EA S AWTO ONLY' AGO S DOM LIA iLlTY &AOM OCCURrIEivC6 t A46MCATI 7 GCOVMI OCLAIMI MAOr S a DIDUCTIBLE Ar"INTION i LhOgKEPSCtlMPSN #ATWNAND W071779990401 ;41'J:l�Qa7 O'f()1 7 fiMPLOYER>I' UAWLITY N,L. EACH ApptDKNY i A I.L. ft MCANE - 6A OMPLOYQQ i 1 e.6 01260aE - FouOY lu T 9 1 0 OTNFIL LaNUTa i 0MIYS of trio L aSPTICN Ff GNNNA790NNLOCAfE7N7NNNI�L1E�XCl uaIOND ADD40 my twoonEM "WSPIOAL P114V1SIDNS 1 . Th:LS ter:.i 1(=eate remA iT.a � n I) XC provide +3 the cliQ 1t 1 3 Z=OLi!5f, is in tj4ad s td•rdLriq with ANS. C4 EOr, sge I . not ptOVLded Po* any 1 5-3 L O !ca which the client is not reporting W&20'4 L•4 to 100 AlLf . Ap�.liea 4 . srw� cyeen of WS leased to G414hCKO5 F.QOFING INC, effective Oa; Al /ZOC7. Z. I±iyuras le Trom do AMS Srdf.•t warkexa CompenaaL 9 dmQlCyer3 "6'Dility AS a co- employe[ udder thin pcl,icY for OmPlayea - ,leIOm LeApi.:1g. Inc. SEE A TT Ar.970 EMPLOYEE ROSTER 1 H JUX - MOWL muAE gNSLOA 1 aNOULI,Y ANY of THE PJFOvgo g"01920 POLICIES >>E CANCelLRO SEPDPTI TNi itiPIIIiYLON PATeTKIIIREOP, TMs !WWINetMuI" WILL W91aVaA TOMAiL 30 DAYS IWMTM i?Gt73LE DIAMOND coms"r1iUCTTaN, ZRC NOTICE TQi' ritC91ITIFICAT11POLCE RNs M lbT07NELEpy.MWFAIWAEYODCSo$" &I.F 8 2' 215 T AVE inpoll NO quIMA OR LIAELM OF ANY cob YYON TMB IM WREIL ITe ✓ 0"" 00 Na w CMY'dNw LSh,ACH, SL $x7 fi9 A R IW T AM Ppx - $ ti 6 -2 9y - 6 ^ 7 i A t aRM ,ZZW SMYAVA BAAC�, FL 32169 r�o aoetpote�►TTON rues AC D E6• (711y) 07/09/2007 20:21 9545635543 AUANTI PERMITTING 5 PAGE 03 V11LIIiu14 UJ;4W PAA wJuuz /uuz CERTIFICATE OF LIABILITY INSURANCE CertllieuleNnmhm AC07.17AU07,Z[- 5571756 EM PLOYEE ROSTER Attached roster includes employees paid through 06ff 712007. To verify employee's who may have been added since 06117/2007, please Call t- li01>~f'f21;4M23. " Please note employoe rwAtr forth!* client is updated on a WEEKLY basis, s &iNYLUYEC L1S7': FUDRUS A, ERICK HBRNANDF2, MIG EL A 14rRyANDEF. VALENTIN OSORIO LACJtNA., JOSE 1JP(tAN,( :H 0.,NCJRC:PL,y MARIANO, N- VAURICID MI,kTIAS, TFRESO PANT0J.+#, VICENTES ITUZ. ROLANC50 PEREZ DIAL, UADRIEL Pigc 1 1 714!2067 Inspection Worksheet 1 0 - Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FIL Phone: (305)795-2204 Fax: (305)756-8972 ........... . . . . ...... : . .... .......... ........... . :xx ......... .......... ..... ... ......... ............. Xy ....... . . . . . ... S . .... ... ......... .. ... ... ..... .. Inspection Date: 11/21/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: REESE, SIDNEY Work Classification: Roof - New Job Address: 960 97 Street NE Miami Shores Village, FL 33138 - 0 21 Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: DOUBLE DIAMOND CONSTRUCTION INC Phone: (386)847-8899 Building Department Comments REMOVAL, DISPOSAL, RE-ROOF TILE TO TILE nspector Comments Passed LZ cc Failed E:I_ Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Tuesday, November 20, 2007 Page 2 of 2 ROOF, ►SSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 AUG j) 8 ?007 High- velocity/ Hurricane Zone Uniform Permit Application Form. BY: --- �� --- - - - - -- Seoti ®n �GeneraN_ Inforr�aation Mas N Process No. Contr or a L . 1 '1 v� L V` 1r G l ✓1 o C7 S. l 4 ► s S1 ROOF GAT.EQORY Low Slope 0 Me Fastened Tile �� Mortar(dh ' e Set Tile El Asphaltic 11 Me1ai Panel /Shingles El Wood Shingles/Shakes Shingles 0 Pr6 ` 4 " � } ascriptive BUR -RAS 150 C V& P ROOF TYPE Ci New Roof 90• 9090•••• Reroofing 1`1 Recovering � Repair ®• NAaintena • .. ROOF SYSTEM ••90••06 •• • 000000 INFORMATION • •••006• 1 o Slope Roof Area (SF) Steep Sloped Root Area (SF) ....�ofial S • ...... •• • . .• • • • • • . 9090 9090 9090 • 9090••:• o B loo __PBan) Sketch Roof Plan: Illustrate all levels and sections„ roof drains, scuppers, overflow scuppers andb parapet s verflpW Ai?ains, • • • • • Include dimensions of sections and levels, clearly i'dentifyr dimensions of elevated pressure zon and lot hi s :....: .. r U, Cn .0j ICi a t' I 7 -� - _ - -a c Q _ 1 1 n 7J - (n I — _ - i' > V� C X� d ' � v 15.32 FLORIDA BUILDING CODE -- BUILDING SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship; the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. k Renailing wood decks: When replacing roofing, the existing wood roof deck ma6r to be renailed in accordance with the current provisions of Section R440% jThe roof deck is usually concealed prior to removing the existing roof systenn) • . .... ...... 3. Common roofs: Common roofs are those which have no v1Si't VdelineAtioh be ween neighboring units (i.e., townhouses, condominiums, etc.) In buildings with..:. ; • • • • common roofs, the roofing contractor and/or owner should notify the odrupafits ofMac8nt ..... units of roofing to be performed. ...... ... ..... 4. Exposed Ceiling: Exposed, open beam ceilings are where iA;- uiSdersidg of the .... ro decking can be viewed from below. The owner may wish to maintain the archherAwfal appearance; therefore, roofing nail penetration of the underside of the decking may A% br, ' • • • accentable. The provides the option of maintaining the appearance. • 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of r of. caner/ gent's Signature ate ractor Si nature 0 'te High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof System Manufacturer. Eagle Roofing Products LLC Notice of Acceptance Number: 06 0526 10 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: [ 4.8 P 2: ' 18.7278 P 3 18.7278 .. ................ ,:,: -- -- -- ---___. _.- Maximum Design Wind Pressures, (From the PCA Specific system): 40.4..-.... - Sloped System Description ,,,,,,,,,,.. n Deck Type: /8" Plywood Alternate Deck Type: . • • • In .......... 0000.. . . _0000... _...... _......_ ............: Underlaymenttype: . • • • •• • 0000•• 30 #astm felt • ..................... .... ... ......................0000..• •.00 0 0 ....... Insulation /Fire Barrier Board: 0000 0000 • • €n/a 0.00 0000 66.60 Optional Nailable Substrate: • • • • • • • • • 00000 • • • n/a .. .. .. . ....�. .. ............. _.__ Fasteners: • • • • 0000 000.0• ;1.25 ":coilnails 1- 5 /8 "tc.12ogfld 6 "[ •,�,, Cap Sheet Type /Adhesive Type; • : • • • • 90 #astmtileunderlayment moppe • • Roof Covering: ;Eagle Bel AIR Concrete tile .............................. ............................... Roof Covering Attachment Method: Roof Slope: 3 ................ /12" ;see below Roof Mean Height: 16 - Ridge Ventilation: n/a Drip Edge Size & Gauge 3° face 26 ga �.; Method of Tile Attachment: Drip Edge Material Type G81VIr11Zed Metal ;Adhesive, Medium Paddy Polyfoam Polypro • Drip Edge Fastener Typ Alternate Tile Attachment Method: n /a _0.000 0000.. _ .............. 11.25 ":coilnails Clip Spacing for Metal Roof Panels - x; -- ------------- - .,,•, Field n/a Perimeters n/a Corners: n/a Hook Strip /Cleat ga. or weight: Perimeter Width: n/a ....... ...._.... Page 4 Page 1 of 2 High Velocity Hurricane Zone Uniform Roofing'Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section C (Low Sloped Roof System) Fill in the specific roof assembly components. If a component is not required, insert not applicable (N /A) in the text box. Ro ystem Mannuuffaacturer. Base Sheet(s) & No. of Ply(s): / Base Sheet st onding Material: NO A No: /� System Type: Wind Uplift Presibres From RAS 128 or Sealed Calcul tions: Ply Sheets) & No. of s): (P7) Field: p f (P2) Perimeters: psf (P3) Corners: psf Ply Sheet Faste !B g Material: . _- Maximum Design Pressure, From the Specific To P . 0"' NOA System: �`�'�'` P �" psf • • • r ole Top Piy nin /Bonding Ma :• • • • • Deck e: 5/8" Plywood' •These decks require fastener pull test by Surfacing: ', r " "� ' • an approved test la ratory Other Deck Type: • • Single Ply membr ne . • • • • • Deck Support 5 ci .. .......... • • • • • • • /' • ••••• • ....... Single Ply Sheet Width: ?.sheet wi8M, • • Slope: '' /x; :12 No. of Single Ply 112 sheets: z • Single Ply Mam4r a Fastening /Bonding Material: +� Fire or por Bar r: , .................. ......... ............................... ArtEhorlBs.a ..hee 0. of Ply(s): Drip /GS Edge Metal Size & Gauge or weight: 8 " Drip /GS Material Type ' ....:....... '�� Anch r/ ase Sheel FAstener/ ondm tenal. Drip/GS Hook Strip /Cleat Metal gauge or weight. N/A Parapet Coping Metal Size a or weight: P P� 9 ize & G .....,..<...,, Y � NIA Insulation Base Layer a1z & Thickness. Coping Material Type: NIA Insulatio a Parapet Hook Strip /Cleat Metal gauge or weight: In sulation Top Layer Size Thickness: se a Fasten £...... .: rn.M,- <xkness: � FASTENER SPA ING FOR BASESHEE ATTACHMENT 1. Field:" o/c @ laps & r rows "o F. Insulation Top Fa ding Material: 2. Perimeter:: o/c @laps & rows "o. 3. Corners: o/c @ laps & rows @ o Wood Nailer NUMBER OF FASTENE NSULATION BOARD' Wood Nailer Fastener nd Spacing: Field: Perimet orner. Fastener Type Alternate Fastener: htti):// www .miamidade.Lyov/building /rnnflno, nennitincrkpptinn n 4 htm A /1o/1nm Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. X 3.... _ M kvt Rr; tif H.'� ie".A •••• • • { Page 3a httn:// www .miamidade.izov/buildinL/roofiniz nermitinJsection c 4 2.html 6/19/2007 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: 45....7 x A - Mg: 7.71 = Mr NOA Mf`.40.4 P 2: 95.1........ x A :.278 _ Mg: 7.7.1..7 = Mr1: 18.7278 NOA Mf: 40.4 9999. .................. P 3: 95.1 x A ;.278 j - Mg: 7.71„ = Mr1:18.7278 NOA Mf:40.4 9999 9999 9999.. Method 2 "Simplified Tile Calculation Per Table Below" 999.. 0 Required Moment of Resistance (Mr) From the Table Below: NOA Mf�• 0.00 9999... .. . ... 0 ... • Mr Required Moment Resistance* 0000 0 0.000 90.60. 0 00 4, 0 0 09990 so 00 00 0 *00000 Mean Roof Height 15' 20' 25' 30' 40' ' 0: ' '• i Feet • • 6600 000.00 0 0 9066 . 6 Roof Slope 1 1 1 1 1 000 0 0.00.0 • 6 • 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 M I A M I DADE MIAMI -DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Eagle Roofmg Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation s ubmit t ed has be en reviewed by the BCCO an d accepted by the Building Code and Product Review Committee tb be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right tq. have this product or material tested for quality assurance purposes. If this product or material fails to performik.' 0000.. 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. BOF_@A rVtZves the iigltt • • • • • • to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division tIA"is product or :000*: material fails to meet the requirements of the applicable building code. ." 4, ' 0000 0000 00000 This product is approved as described herein, and has been designed to comply with the Florida Nifitding G6de,'. " "' 0 00 00 00 0 000.00 including the High Velocity Hurricane Zone. 0 DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle? Golden FA0e . 0 0 0: 0 Low Profile Concrete Tiles 0 000000 0• 0 . 00. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and • 00 following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages I through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 1 of 9 ROOFING ASSEMBLY APPROVAL. Category: Roofing Sub - Category: 07320 Roofing Tiles Material: Concrete Deck Type: Wood I. SCOPE This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable B uilding Code does not exceed the design pressure va ues o6 -- ined - by caTcu ations in compliance with RAS 127 using the values listed in section 4 herein, The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION • . . 6666 6666.. Manufactured by Test Product • • • •„ • Applicant Dimensions Specifications Description 6666 '..'.' •�•.;, 6666.. Bel Air Concrete L = 17" TAS 112 Flat profile concrete roof tile egttippied with • • •. : • • • •: Tile W= 12 %" two nail holes. For adhesive set *dheet deck • • • • • • • • Thickness = '' /z" or battened nail -on applications.• . 0 4 • 4 4 09:00 04 .. *069 40 6666.. Bel Air Double L = 17" TAS 112 Flat profile concrete roof the egyippe4 with . • Eagle Concrete Tile W= 12 '/" two nail holes. For adhesive set, direct deck .... 6640% Thickness ='' /2 " or battened nail -on application •. '' '' : . . • •. Ponderosa Concrete L = 17" TAS 112 Flat profile concrete roof tile with fmis�� • 0 0 Tile W= 12 '/" equipped with two nail holes. For adhesive Thickness = %z" set, direct deck or battened nail -on applications. Ponderosa Double L = 17" TAS 112 Flat profile concrete roof tile with shake finish Eagle Concrete Tile W= 12 '/" equipped with two nail holes. For adhesive Thickness = '' /z" set, direct deck or battened nail -on applications. Golden Eagle L = 17" TAS 112 Flat profile concrete roof tile brushed finish Concrete Tile W= 12 ' /a" equipped with two nail holes. For adhesive Thickness =' /2" set, direct deck or battened nail -on applications. Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. -; NOA No.: 06- 0526.10 Expiration Date: 10/12111 Approval .Date: 10/12/06 Page 2 of 9 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Rep art Date PRI Asphalt Technologies ERPP- 001 -02 -01 TAS 112 Aug. 2006 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 1.02 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) e an ec no ogles ------- Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) 6 6664 6 Redland Technologies P09647 -01 Wind Tunnel Testing 1994 .. . • • TAS 108 (Mortar Set) ...... `•. `.' ....:. The Center for Applied 94 -084 Static Uplift Testing "May 1994 :....: Engineering, Inc. TAS 101 (Mortar Set) • 4 0 * 0 • . • • ` The Center for Applied 25- 7094 -(2, 5, & 8) Static Uplift Testing • • Pots 1994 + • • • • • •: •. Engineering, Inc. TAS 102 • • •' • • • • • • • • The Center for Applied 25- 7183 -(5 thru 6) Static Uplift Testing ; • * P * b - b 0 0 0 1995 • �, • • • •,;, Engineering, Inc. TAS 102 . . ' ..•0 ' • The Center for Applied 25- 7214 -(1, 5, & 8) Static Uplift Testing 1V a A, 1995" . : *00. : Engineering, Inc. TAS 102 The Center for Applied 25- 7487 -2 Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25- 7496 -(1 & 4) Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25- 7804 -6 Static Uplift Testing Sep. 1996 Engineering, Inc. TAS 102 Celotex Corporation Testing 520109 -1 Static Uplift Testing Dec. 1998 Service 520111 -4 TAS 101 Celotex Corporation Testing 520191 -1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moments Due to Sep. 2006 Gravity NOA No.: 06- 0526.10 a- Expiration Date: 10/12/11 Approval Date: 1.0/12/06 Page 3 of 9 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106, 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 1.12, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlay applications may be installed perpendicular to the roof slope wiless stated 4 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 4. INSTALLATION • . .... ...... 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa,' CA Eagle,.. .' Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shalibe•i- ►etalled'ia.'.' ....:. strict compliance with Roofing Application Standard RAS 118, RAS 119 and•RAS•P20. • 4.2 Data For Attachment Calculations • • • • • • • • • .... .... ..... Table 1: Average Weight (W) and Dimensions (I x w) • • • • • • • • • • • Tile Profile Weight -W (Ibf) Length -I (ft) Vfidth4h (ft) . .. Bel Air, Bel Air Double 11.4 1.42 1.0 Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers -A (ft Tile A (ft) A (ft) Profile Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 4 of 9 Table 3: Restoring Moments due to Gravity - M ft-lbf) Tile 3 1 f:12" 4 11 :12" 5 11 :12" 6 ":12" Greater than Profile 7 11:12" Bel Air, Bel Battens Direct B D attens irect Battens Direct Battens Direct Battens Direct Air Double Deck Deck Deck Deck Deck Eagle, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Bel Air, Bel 2 -10d Ring Shank Nails 30.9 38.1 17.2 Air Double 1 -10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail Ponderosa, 2 -10d Smooth or Screw 14.0 18.8 7.4 Golden Shank Nails Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2 #8 Screw 51.7 51.7 24.4 "•':' Double 1 -10d Smooth or Screw 24.3 24.3 24.3 9 6 . Eagle Flat Shank Nail (Field Clip Tile 1 -10d Smooth or Screw 19.0 19.0 22.1 :....: Shank Nail Eave Clip) • • • • • • • 2 -10d Smooth or Screw 35.5 35.5 34.8 • Shank Nails (Field Cli .. • • • . • . • • • • • 2 -10d Smooth or Screw 31.9 31.9 32.2 • Shank Nails (Eave Clip) • • • • • • 2 -10d Ring Shank Nails 50.3 65.5 48.3 :•.•.: 1. Installation with a 3" tile headlap and fasterners are located a min. of 2%2" from hea of tile N ©A No.: 06- 0526.10 Y Expiration Date: 10/12111 - Approval Date: 10/12106 Page 5 of 9 Table 5: Attachment Resistance Expressed as a Moment M (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc_ Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft -lbf) Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, PolyProTM 118.9 Golden Eagle, Ponderosa Double Eagle Flat PolyProTm 40.4 Tile 4 Lar a paddy placement of 45 grams of Pol Pro"A. 5 Medium paddy placement of 24 grams of Pol Pro TM Table 5B: Attachment Resistance Expressed as a Moment - M (ft-lbf) for Mortar or Adhesive Set Systems Tile Tile gttac4ment • • • , • • Profile Application Rqqitt4nce • • Bel Air, Bel Air Double Eagle, Ponderosa, Mortar Set • • .. �.�.9 • ... 6666.. Golden Eagle, Ponderosa Double Eagle Flat • • • Tile 6666 6666.. 6 Tile -Tite Roof Tile Mortar. 6666. .. .. .. . 6666.. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer';name br logo ISM. • • "" Detail Below), or following statement: "Miami -Dade County Product Control Approved "' :6006: .6. . E = 7 AGLE CH) FLO RIDA BEL AIR, BEL AIR DOUBLE. EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUN ITERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) i :VOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 6 of 9 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building pen shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS 1 04 - - 9! e • •.•• 0000•• -` 1 • • • • 0.00.0 •• • 000.0. 0000 0.00 . . •�.• 0000 ••..• .••.0• •• • 0000• • 0 • o • •• .. •• • 0000.• B EL AIR •••••• 0 •' . • 000• . 0000.. •.•• . 0000.. w NOA No.: 06- 0526.10 = r - Y Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 7 of 9 MIAMI MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 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 pro4t1gt.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 withetlaejuorida'..'.' - Building Code, including the High Velocity Hurricane Zone of the Florida BuildingCoadee • DESCRIPTION: Polyglass Modified Bitumen Rooting Systems Over Wood Dgelts • • . • • • • . ' * 8r * •• • ••..• LABELING: Each unit shall bear a permanent label with the manufacturers name. Tl o, city e state . and following statement: "Miami -Dade County Product Control Approved ", unlessoth; wise noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been kiSa' a* therp�as ; 000e been no change in the applicable building code negatively affecting the performance of this product!.: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0915.05 and consists of pages 1 through 44. The submitted documentation was reviewed by J e L. Acebo. - NOA No.: 06-0410.06 Expiration Date: 09/13/11 'Lpproval Date: 09/14/06 Page] of 44 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Catep,orv: SBS /APP Modified Bitumen Deck Type: Wood Maximum Design Pressure -82.5 psf Fire Classification: See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Polyflex 32' 10" x 3' 3 -3/8" ASTM D 6222 Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Polyflex G 32' 10" x 3' 3 -31/8" ASTM D 6222 Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. 000 Polyflex G FR 32' 10" x 3' 3 -3 `8" ASTM D 6222 Torch applied, polyester reinforced,.APP motijfeA • • • • • • bitumen membrane with a burt3g fPp jyethylegg • • _ back face and a granule top su:Sces fed fire.tedtt _ ..... chemistry. • Polybond 32' 10" x 3' 3 -3/8" ASTM D 6222 Torch applied, polyester reinforjgd,.APP modlfieA ; • • • •; bitumen membrane with a burg oWyethyltp% • back face and a s or san�SS to j surf ace. • • • , •; • • • Polybond G 32' 10" x 3' 3-3'8" ASTM D 6222 Torch applied, polyester reinftrced 4tPP motl�fo • • • • • • bitumen membrane with a bu 4 o ffpolyethylene • • back face and a granule top surface! • _ • Elastoflex S6 32' 10 > x 3' 3 -3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive • lied, 1 stet • • • • • • reinforced, SBS modified b itume : mcnbranee Mth • • • • burn off polyethylene or sanded back face and a • polyethylene or sanded top surface. Elastoflex S6 G 32' 10" x 3' 3-3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a bum off polyethylene or sanded back face and a granule top surface. Elastoflex S6 G FR 32' 10" x Y 3 -3-8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a bum off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. Elastoshield TS4 32' 10" x 3' 3 -3 8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a bum off polyethylene or sanded back face and a granule top surface. Elastoshield TS4 FR 32' 10" x 3' 3 -3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. NOA No.: 06- 0410.06 ki-i Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 2 of 44 Test Product Product Dimensions Specification Description Elastoflex V 32' 10" x 3' 3 -3/8" ASTM D 6163 Torch, hot asphalt or cold adhesive applied, fiberglass reinforced. SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a sanded top surface. Elastoflex VG 32' 10" x 3' 3 -3/8" ASTIv1 D 6163 Torch, hot asphalt or cold adhesive applied, fiberglass reinforced, SBS niodificd bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface. Elastoflex VG FR 32' 10" x 3' 3-3/8" ASTM D 6163 Torch, hot asphalt or cold adhesive applied, fiberglass reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. Xtraflex 32' 10"x 3' 6" ASTM D 6222 Torch applied, polyester reinforced, TPO modified bitumen membrane with a burn off polyethylene back face and a smooth top surface. Xtraflex G 32' 10" x 3' 6" ASTM D 6222 Torch applied, polyester reinforced. TPO modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Xtraflex G FR 32' 10" x 3' 6" ASTM D 6222 Torch applied, polyester rein forced, TPO modified bitumen membrane with a burn of polyethylene` • • back face and a granule top surface Ind fire reeard ` ` ` • chemistry. . • • _ *00000 • • Elastoflex SA P FR 32' 6" x 3' 3 -3/8" ASTM D 6164 Self- adhered, polyester reinFoicea;IJAS modified ` bitumen membrane with a sell•aNe'ring back face • • • • and a granule top surface. Elastoflex SA V FR 32' 6" x 3' 3 -3/8" ASTM D 6163 Self- adhered, fiberglass reinforced tBS modiYe3l• • • • • • Base bitumen membrane with a selt•ac�iensig back �aoe • and a smooth top surface. `• 00 " • " "� • Elastoflex SA V FR 32' 6" x 3' 3 -3/8" ASTM D 6163 Self - adhered, fiberglass reinfoscedt tkS modified • • bitumen membrane with a sel adhering back EN • • • and a granule top surface. • ... •.. Elastoflex SA V 32' 6" x 3' 3 3 I R " ASTM D 6163 Self- adhered, fiberglass reinforced, AS modified ` bitumen membrane with a self adhering back face• • and a smooth top surface. Elastoflex SA V G 32' 6" x 3' 3 -3/8" ASTM D 6163 Self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self- adhering back face and a granule top surface. Elastoflex SA V G 32' 6" x 3' 3 -3/8" ASTM D 6163 Self - adhered, fiberglass reinforced, SBS modified FR bitumen membrane with a self- adhering back face and a granule top surface. Elastoflex SA P 32' 6" x 3' 3 -3/8" ASTM D 6164 Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a se I f- adhering back face and a granule top surface. Elastobase 65' 2" x 3' 3 -3/8" ASTM D 4601 SBS modified asphalt coated fiberglass reinforced base sheet. Polyflex SA P, 32' 6" x 3' 3-'/ 8 ASTM D 6222 Self - adhered, polyester reinforced, APP modified bitumen membrane with a s�,if- adhering back face and a granule top surface. Polyflex SAP G FR 32' 6" x 3' 3-' ASTM D 6222 Self - adhered, polyester reinforced, APP modified bitumen membrane with a self-adhering back face and a granule top surface. _ NOA No.: 06- 0410.06 Expiration Date: 09/13/11 "approval Date: 09114/06 Page 3 of 44 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With CurrentNOA) Polytherm Al Polyisocyanurate foam insulation Polyglass USA, Inc. Polytherm Composite Polyisocyanurate /perlite composite Polyglass USA, Inc. insulation. PYROX, White Line Polyisocyanurate foam insulation Apache Products Co. ACFoam II Polyisocyanurate foam insulation Atlas Energy Products High Density Wood Fiberboard Wood fiber insulation board Generic Perlite /Urethane Composite Perlite / urethane composite board Generic insulation Perlite Insulation Perlite insulation board Generic Type X Gypsum Fire resistant rated gypsum. Generic Dens Deck Water resistant gypsum board G -P Gypsum Cori. ENRGY -2 Polyisocyanurate foam insulation Jphnj +4anvilfe• • • • • • • • •; • •• • .•' • Fesco Board Rigid perlite roof insulation board. Johus Manville. •' •' Multi -Max & FA Polyisocyanurate roof insulation tjax, Inc. •... ; "' • NOA No.: 06- 0410.06 — Expiration Date: 09/13111 :approval Date: 09/14/06 Page 4 of 44 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Dekfast Fasteners # 12, Insulation fastener for Construction Fasteners #14 & #15 wood, steel and concrete Inc. decks 2. Dekfast Hex Plate Galvalume hex stress plate. 2 'i x Construction Fasteners 3 ! 4" Inc. 3. Dekfast Lock Plate Polypropylene locking 3" x 3 %" Construction Fasteners plate. Inc. 4. #12 & #14 Roofgrip Insulation and membrane Various ITW Buildex fastener 5. Metal Plate Galvalume AZ50 stress 3" square ITW Buildex plate 6. Plastic Plate Polyethylene stress plate 3.2" round ITW Buildex 7. lnsul -Fixx HD Fastener Insulation fastener for steel Various SFS Stadler, Inc. and wood decks • • . . . .... ...... 8. Insul -Fixx S Galvalume AZ55 stress 3" round OSgg S, adler, 1". • • • plate 9. Insul -Fixx P Polyethylene stress plate 3" round ALL Stadler, Inc• 10. Tru -Fast HD Insulation fastener for steel 7b�Trd -Fast and wood decks 00.60• •• • ••�••• 11. Tru -Fast Plates Galvalume AZ55 steel plate 3" round V efiru-Fast Corp* • •, • 12. Tru -Fast Plates Polyethylene plastic plate 3" round The Trd -Fast CbV!. EVIDENCE SUBMITTED: • • • • • • 6 • Test AgeneV/Identifier Name Report Date Factory Mutual Research Corp. J13001334 FMRC 4470 02.15.00 J.I. 3000857 01.12.00 J.I. 3004091 01.12.00 Exterior Research & Design, LLC #11757.12.00 -1 12.07.00 #11757.04.01 -1 04.25.01 #11751.05.03 05.30.03 #11758.08.03 08.11.03 Underwriters Laboratories, Inc. OONK20869 UL 790 06.08.00 NOA No.: 06- 0410.06 Expiration Date: 09/13111 ;approval Date: 09/14/06 Page 5 of 44 Deck Type 1: Wood, Non - Insulated Deck Description: "/K „ or greater plywood or wood plank. System Type E(7): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Base Sheet: One ply of CertainTeed G1asBase, Polyglass Base, lastobas firestone MB Base, JM Perma -Ply #28, Tamko Glass Base or GAFGLAS fastened to the deck as described below: Fastening #1: Attach base sheet using 11 ga. annular ring shank and 1 -5/8” diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in two equally spaced staggered rows in the center of the sheet. Fastening #2: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates, Dekfast # 14 with Hex Plates or Tru -Fast HID with MP -3 Plates spaced 12" o. c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. Pl eet: ionallD ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, Elastoflex V 2.5. or one or more plies of Type IV or Vi ply sheet adhered in full mopping of approved asphalt applied within the EVT ran ge aria at a rate of 20 -40 lbs. /sq. or Elastoflex SA V self - adhered. *00* 9606 embrane: One ply of Polyflex, Polyflex G, Polyflex G FR, Poly-bond, Pof�Yl ond'G, Xtra ex ; :y Xtraflex G or Xtraflex G FR torch applied or one ply of Elastoflex S��, Elastoppi. • • • •; S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoshield TS44.l ht torch of 49t. • • • • • asphalt applied or one ply of Polyflex SA P FR, Polyflex SA P,lrjslgflex SAP, . Elastoflex SA - P FR or Elastoflex SA - V FR self - adhered. .. . Surfacing: (Optional) Install one of the following to obtain required fire ctassffi(:1tion. .... ....;. I. Gravel or slag at 400 lbs /sq or 300 lbs /sq, respectively, in a Vood coat of'....' approved asphalt at 60 lbs /sq. • ' 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free • • Aluminum Roof Coating at 1% gaUsq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 galisq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 1' /z gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal /sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 1'/ gal /sq. Maximum Design Pressure: -52.5 psf; (See General limitation #7.). NOA No.: 06- 0410.06 Expiration Date: 09/13/11 Approval Date: 09/14106 Page 43 of 44 WOOD DECK SYSTEM LLN11TATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recover board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a ma.Cti?h*dm design pressure of -45 psf. • • • • • • • • • • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic 1•orce`(F') value off`• • • 2751bf., as tested in compliance with Testing Application Standard TAS 165. If tie fastener valug, • • • • as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. • • • • •, 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane att "ent is based. ` ..... on a minimum fastener resistance value in conjunction with the maximum design. listed wit4lin • •: • • a specific system. Should the fastener resistance be less than that required, as detes iaf d by t1•ia • • • • • • • • • • Building Official, a revised fastener spacing, prepared, signed and sealed by a FlvridaMistered •, Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted, Satd • • • • "• revised fastener spacing shall utilize the withdrawal resistance value taken from 1:estij1g.Applic1t?&1 :....: Standards TAS 105 and calculations in compliance with Roofing Application StantArd RAS 111.` . : ` 7. Perimeter and corner areas shalt comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 06- 0410.06 ` Expiration Date: 09/13/11 =4 Approval Date: 09/14/06 Page 44 of 44 TGFU.R14571 -Roofing Systems Page 6 of 13 Ply Sheet: — Type G2, hot mopped. Membrane: — "POLYALL PLUS ", "POLYRAM PLUS" or "POLYSTEEL PLUS ", heat fused. 29. Deck: C -15/32 Incline: No Limitation Insulation: — Polyisocyanurate or pofyisocyanurate composite (2 in, min.), glass fiber (7116 in. min.), perlite (314 in. min.) (mechanically fastened or hot mopped). Ply Sheet: — Type G2, hot mopped. Membrane: — "POLYALL PLUS ", "POLYRAM PLUS" or "POLYSTEEL PLUS ", heat fused. 30. Deck: NC Incline: No Limitations Insulation: — Polyisocyanurate, pofyisocyanurate composite, perlite , any thickness, mechanically fastened or hot mopped. Ply Sheet: — Type G2, mechanically fastened or hot mopped. Membrane: — "POLYALL PLUS ", "POLYRAM PLUS" or "POLYSTEEL PLUS ", heat fused. 31. Deck: 1 -1/2 T &G Incline: No Limitation Base Sheet: — Type G2, one or more layers, hot mopped, loose bind or mechanically fastened. Insulation: — Polyisocyanurate, 1.5 in. min. Insulation: — Perlite, 3/4 in. min. Ply Sheet: — "ELASTOFLEX V", heat fused, hot mopped or mechanically fastened. Membrane: — "POLYALL PLUS ". 32. Deck: C -15/32 Incline: 2 -1/2 Barrier Board: — 1/4 in. (min) G -P Gypsum DensDeck@ with all joints staggered 6 in. from the plywood jAr"o •0.000 Base Sheet: — Type G2, mechanically fastened. • • • • Membrane: - "POLYFLEX G_FR ", heat fused in place. • • • • • 0..000 • • .0000• 33. Deck: NC Incline: 1/2 ,... .••. • •.•• .••• 0.000 Insulation (Optional): Polyisocyanurate, glass fiber, perlite, wood fiber any combinations''%of ttVcknesS,'1'h *1laanical1� *00 fastened. •• •• •• 0 000000 Base Sheet: — Type G2, mechanically fastened. ••00.0 0 •• liiane: — "POLYFLEX ", "POLYBOND" or "DUFLEX ", heat fused in place. ; 0 ; 0000 0000 acl — "300 AFX" Aluminum Roof Coating at 1 -1/2 gal/sq. • • � • 0 •000 • •• 0 000 • 0 • 34. a k: -15/32 Incline:2 0 • In n (Option lyisocyanurate, perlite, wood fiber or polyisocyanurate /perlite board, any thickness. arrier Board: min Gypsum DensDeck@, mechanically fastened with all joints staggered 6 in. from the plywood joint Base Sheet — "ELASTOBASE" (poly /sa d), mechanically fastened or "ELASTOFLEX SA V FR BASE" (self adhered). Ply Sheet ( ional): — "ELASTOFLE SA V FR BASE" (self adhered). Merbrane: — "P LASTOFLEX SA P FR ", "ELASTOFLEX SA V FR" , "ELASTOFLEX SA V FR HT" , (self ered) or "POLYFLEX G FR ", "DUFLEX G FR ", "ELASTOFLEX S6 FR ", "ELASTOFLEX VG FR ", "ELASTOSHIELD TS 4 FR ", heat se . 35. Deck: C -15/32 Incline: 112 In Optional): — Polyisocyanurate 1.5 in. (min.) with all joints staggered 6 -in. (min.) from the plywood joints. Base Sheet:— Type G2, mechanically fastened followed by "ELASTOBASE ", mechanically fastened. Ply Sheet (Optional): — "ELASTOFLEX SA V FR BASE" (self adhered). Membrane: — "POLYFLEX SA P FR ", "ELASTOFLEX SA P FR ", "ELASTOFLEX SA VG FR" (self adhered) or "DUFLEX G FR'; 'ELASTOFLEX G 56 FR ", "ELASTOFLEX VG FR ", "ELASTOSHIELD TS 4 FR ", heat fused. Deck: NC In cline: 2 Insulation: Atlas Roofing "ACFoam III" or "ACFoam II" or Hunter Panels "H- Shield ", any thickness. Base Sheet: — "ELASTOBASE" (poly /sand), heat fused or mechanically fastened or "ELASTOFLEX SA V FR BASE" (self adhered). http: / /database.ul.com /cc� bin /XYV/ template/ LISEXT /1FRAME /shownaC),e.html ?n,.me =T 61 19/2nn7 MIAMI- DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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. 0000 This product is approved as described herein, and has been designed to comply with the High Vglocity Hur1 0000.. Zone of the Florida Building Code. • DESCRIPTION: Polypro® AH160 • • • • • • • • • • • • • 0000.. 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed and 44ere has b r a • 0 0 . • 0 0 change in the applicable building code negatively affecting the performance of this product, 0 0 0 0 0 00 0 .. .. .. . 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a rev ilsiott or change in the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of qty' • 0 0 0900:0 product, for sales, advertising or any other purposes shall automatically terminate this NOS F,4?4e to cofxfpl� :0 0 0 0: with any section of this NOA shall be cause for termination and removal of NOA. ' • ' 000 ' ' ' 0. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. `This NOA renews NOA No.0 1 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo. NOA No.: 06- 0201.02 r> Expiration Date: 05/10/11 __ Approval Date: 04/13/06 Page 1 of 7 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 Product Description Specifications Polypro® AH160 N/A TAS 101 Two component polyurethane foam adhesive FoamproOR RTF1000 N/A Dispensing Equipment ProPack8 30 & 1.00 N/A Dispensing Equipment 6060 0000 0000.. PRODUCTS MANUFACTURED BY OTHERS: • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a curre t which • : 0660: 0000 0000 0 0 list moment resistance values with the use of Polypro AH160 roof tile adhesive. • • 0000 0000 0000. 00000. 0 00 0 0 0 0000. .. .. .. . 0000.. PHYSICAL PROPERTIES: • • • • • • • . . 0000 000000 Property Test Results • 0000 Density ASTM D 1622 1.6 lbs. /ft, 0 0 0 0 0 •' • • Compressive Strength ASTM D 1621 18 PSI Parallel to rise • • 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs. /Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm /Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ 40'F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 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: 05110111 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name /Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA 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[l] ASTM E 84 01/16/95 Trinity 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 0 ...... .. . ...... 520109 -7 520191 -1 TAS 101 0 1 ''63/02/99" 0 • ' 520109 -2 -1 "" "" ...... .. . ..... .. .. .. . ...... LIMITATIONS: . . .... ...... I. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire " : • • • • rating. • • or *00 • 2. Polypro® AB 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 Polyprog 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 2 F'= MS - r NOA No.: 06- 0201.02 Expiration Date: 05110111 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. Polyprog AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use ofPolypro® AH160. 2. Polyprog 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 Polyprog 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 tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polyprog 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(9 AH160 shall not be exposed permanently to sunlight. 0000 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 0 0.0. • •+ • • • Polypro*) AH160 has been dispensed. 0 000 ' • 9. Polypro-V AH160 placement and minimum patty weight shall be in accordance wlthltDe Tlacem>s$t • 0 Details' herein. Each generic tile profile requires the specific placement noted heiletrT.• 0 • 0 :0000: 0000 0... ... 0000. Table 1: Adhesive Placement For Each Generic Tile Profile. ... • • •.:. • • Tile Profile Placement Single Paddy Two PaI dy Weight • • • • • • , Detail Weight Min. per p$ddy IN in. • ... 0000.. (grams) (gram9) Flat, Low, High Profiles #1 35 L� /� • • • • High Profile (2 Piece #1 17 /side on cap and N/A 0 • • Barrel) 34 /pan Flat, Low, High Profiles # 2 24 N/A Flat, Low, High Profiles #3 g LABELING: All Polypro(K AH 160 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. 9 i" i NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 i ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastic cement Paddy (Beneath Tile) Nail through plastic cement Paddy (Beneath Tile) Undedayment Underlayment 1 10 in. in e 10 in. 2 in o EaveCourse Fascia Eave Course Fascia Weephok Eave course only: Eave course only: Eave closure Eave Closure Keep adhesive approx. Keep adhesive approx. Drip edge 4In. up from weepholes 4 in. up from weepholes Nail through plastic cement Paddy {Beneath Tile) 1) Place enough adhesive to achkve 17 to 23 Optional 2x4's for Underlayment square inches in contact with the pan the steep pitch applications Nail through plastic cement 2) Turn covers upside down. Mace adhesive 112 in. 1 To 1 in. From outside edge of coverUls. Then install the tile. ° • • • • s • Underlayment � • • • • • • • • • • • / • • • • • tin. ��/ • a i/ ° • • •••••• Eave Course i • ° • • Eave Closure Eave course only: RemDv • • • • Keep adhesive approx. 4 in. up top potion thin • Fascia $h(@ g • • • • • • from weepholes of the Dave i , • course cover tile. ��/ • • • • • • • • Abut to second course of • • Optional • • • • • • pan files. Ensure Dave end of pan and cover files are • • • PoinkM Br6r • • • flush at Dave line on longitudinal • • edges of file Eave closure WeephoIs Fascia Bo (mortar shown) NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL Z SINGLE PATTY Nail through plastic cement Paddy (Beneath Tile) Nail through plastic cement Paddy (Beneath Tile) Underlayment e Underlayment 1 7 in. i.'2 in. Tin. � '�ln. == Eave Course 0 0� Fascia Fascia Weephole Eave Course �aE tltlt ire Eave Closure • Idoe ' • • • • • • Nail through plastic cement • . • . • • • • • • • • • . • Paddy (Beneath Tile) • Underlayment • • • • . • • • : • • • • i • • Tin. ••.••• • • iin. • • • • Eave Closure Eave Course Fascia NOA No.: 06- 0201.02 Expiration Date: 05/10/11 4 Approval Date: 04/13/06 Page 6 of 7 .t ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy Nail through plastic cement Single paddy under tie (between tile) Underlayment Single paddy between tile Paddy 2 in. x 7 in. medium (under tile) I size paddy eave 1 ° course only Single paddy � 3in. undertile r� in.x3in. x 3 in. ij J Single paddy on 2 in. 4 in. Single 4 r "' f� in. under paddy on layment under- layment Single paddy Eave course on top of tile Fascia Weephole Single paddy Eave Eave closure 2 in. X 1 in. medium on top of the size paddy eave Course 0 'p e'dge Fascia course only • • • • • • • • • • • • Nail through plastic cement Single paddy 9 6 9 • • 6 ' • •' •' • • • • • under tie Single paddy • between the • " "' ' ' ' 6666•• ••0• 6690 • • • • ° • • 6666 6666 •0000 • • 00.00• 90 • 6.90• •• •• 0 •• 669••• 0 6666•• • • 1 �- 1 3 in. x3in. 4in. 0 60•0 00.0•• Single paddy i 0 . 0 6666 :0000: on underlayment 2 in` " ' "' 0 0 ' ' Single paddy Eave Closure on top of tile 2 in. x 7 in. medium Eave Course size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 n Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7of7 y � /i yyirf y 5 is t Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 " Phone: (305)795 -2204 r� Expiration: 08/11 /2008 y Project Address Parcel Number Applicant 960 NE 97 Street 1132060143160 Miami Shores Village, FL Block: Lot: MEUNDA REESE Owner Information Address Phone Cell MELINDA REESE 960 NE 97 ST MIAMI SHORES FL 33138 -2569 Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 HOME OWNER _...... .. Total Sq Feet: 0 Type of Work: ELECTRICAL Available Inspections: Additional Info: LOW VOLTAGE Inspection Type: Classification: Residential Final Fire Alarm Alteration Service Change Underground Rough Relocation Meter Box W. W. Fees Due Amount Total Amt Paid Amt Due CCF $0.60 Education Surcharge $0.20 $ 0.00 $ 0.00 $ 0.00 Notary Fee $5.00 Permit Fee - New Construction $100.00 Payment Type: Scanning Fee $3.00 Technology Fee $2.50 Total: $111.30 CC 1 I 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. February 13, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, February 13, 2008 1 Miami Shores Village , i � 1 1 FEB 2008 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. K' PERMIT APPLICATION Master Permit No. 2�( FBC 2004 Permit Type: Electrical Low VoLT)+4E C (V) Owner's Name (Fee Simple Titleholder) El 'o I Phone # Owner's Address 766 o e Q j rt City gv — State L- Zip Tenant/Lessee Name d ► D (� l✓ Phone # E -MAIL: 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 ib W lJL& n Phone # Contractor's Address City HI P+ State Zip F31 3 ;9 Qualifier Name Phone # State Certificate or Registration No, Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ I '�® Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ONew ❑ Repair /Replace ❑ Demolition Describe Work: :Fxx�;x * *ici:xxxxxic ir.xxicxxxicxxxic i:r'.xxx xxic r, xic Fe xnY Y isic is *kir is icxicxa'cxxxx kirxx4 is *xix kkxxxxdrx do Submittal Fee $ Permit Fee $ CC $ 0 CO /CC Notary $ S{x2 Training /Education Fee $ _ Technology Fee $ G J Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ �' •� See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Stale Zi 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 OBTA[N 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 ner or Agent 1 Contractor The for ing instrum t was ackknledged before me this The foregoing instrument was acknowledged before me this day of , 20UL, by So day of , 20 ^, by who s per�so /n_ ly known to me or who has roduced who is personally known to me or who has produced (�U s identification and who did Aoat as identification and who did take an oath. NO ARY UBLIC: 4^o�1q NOTARY PUBLIC: � 1 1. t�. A. 4 2 N Sign: �y�oo5�4�4' Sin: a g Print: Print: My Commission Expires: ' My Commission Expires: r,xic is is iexxxxr.x *xxxx *xa'e<xxiexFxie 9:xrxifr. ie aFa�x'; F irxr.'e 4x ie 'r icxi:xr,'e is r. 8 iexx *xxx9:r'.x'e Fxat irxxtxi: atxxx'cxxicxY k rats': ie i:xd: i: a�i:xxx r. r, >: a'x is ie APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02 /08/06) VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: '5 Re Se: DAT • Z 2 o q E. l t ADDRESS: 7 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 supervision and must be employed by you., which means that you must deduct F.LG.A and with - holdings tax and provide workers' compensation for that etnployee, 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 � 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 6�K 4. 1 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 ;4�L 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 contract disputes. Initial 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 companyor person. Initial 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. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my with out first obtaining the proper permits by licensed contractors. Initial Ae Was acknowledged before me this day of 20 By Sl C � __who was personally known to me or who has Produced there License or r VL O2& -0 )-ot 2 as identification. 0 ER NOTA a Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 :::� ...+{. .......... . .:,. ..::..:...:: .:... Inspection Date: 07/22/2008 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: REESE, MELINDA Work Classification: Addition /Alteration Job Address: 960 97 Street NE Miami Shores Village, FL Phone Number UOWWWWParcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Buildina De artment Comments LOW VOLTAGE NO- Inspector Comment Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, July 21, 2008 Page 2 of 2 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 eiiRier Permit Permit Status: APPROVED Issue Date: 12/4/2006 Expires: 06/02/2007 Permit Number: EL -12 -05 -1282 Owner's Name: MELINDA REESE one: Permit Type: Electrical - Residential Parcel #: 1132060143160 Work Classification: Addition /Alteration Block: Lot: Job Address: 960 97 Street NE Section: PB: Miami Shores Village, FL 33138 - Contractor(s) Phone Primary Contractor Total Square Feet: 958 HOME OWNER Yes Total Valuation: $ 5,000.00 Re uired Inspections Additional Information Alteration Type of Work: ADDITION Additional Info: Underground Rough Classification: Residential WW Service Change Meter Box Fire Alarm Relocation Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, 1 authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $3.00 EL -12 -06 -26914 $191.37 Education Surcharge $1.00 Total: Notary Fee $5.00 Permit Fee - Additions /Alterations $175.00 AUG : Scanning Fee $3.00 ( �' Technology Fee $4.37 l Total: $191.37 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature Miami Shores Village Building Department 10050 N.E.2nd Florida 33138 Tel:' 3t,� 56.8972 BUILDING Permit No F- LOG 1 2.. 5Z. PERMIT APPLICATION -- ---- - - " - Al aster Permit No. FBC 2001 Permit Type (circle): Building ) Electrical Plumbing Mechanical Roofing; Owner's Name (Fee Simple Titleholder) cl-MCUMV f AMC97 Phone # 305 767 43D'S Owner's Address 9/o �x 9 7 sr . City Ml1*1 ..526!5 State FLOf2 IQ f Zip 3s #3$ Tenant/Lessee Name Phone # 30S '757 130 3 Job Address (where the work is being done) 96 0 )J E Q] City Miami Shores Vi1149e County Miami -Dade Zip Is Building Historically Designated YES NO X Contractor's Company Name tom / 1NA > a T Sb Phone # 305' 757 -430,3 Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. 5* Architect/Engineer's Name (if applicable) J 1`71 fi t Phone # S-'Z qy 6 7 S Value of Work For this Permit 000 Square Footage Of Work: 5! 5 13 ' Type of Work: ]Addition ❑Alteration ❑New ❑ Repair/Replace F1 Demolition Describe Work: Bk1ll.h o%lT - rwo 1'?t -!i s , -fp to t lkde 2 6dw obw1 S and a brm►' t, +-co O ib 14ejUtdf a -FLAW; j., rob 1z1 hlat.� a froo T pveoo- a Pot 7ho j vtnkA 4 - two ro oms . - Submittal Fee $ Permit Fee CCF $ CO/CC Notary $ Training/Education Fee $ Technology Fee $- Scanning $ �'� Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 4 T c an {Continued on opposite side} Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance 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 //�' ` J�`�` g Signature ner or Agent Contractor The foregoing instrume t was acknowledged before me this 20 The foregoing instrument was acknowledged before me this day C. 20 W AR LP 20 _, by ' who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as ideptification and who did take an oath. NOTARY PUB A&VTpiwres: BLIC -STATE OF FLORIDA NOTARY PUBLIC: Sign: l Sign: Print: 5 Print: M Co ission n Co., Inc. My Commission Expires: APPLICATION APPROVED BY _ 3t Plans Examiner Engineer Chc 45/13/03 Zoning 1; ADDENDUM TO BUILDING PERMIT APPLICATION 'AN kr7LICATION FOR BUILDING PERMIT MUST ACCDi —TANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINE IMBING THE OWNER'S NOTARIZED SIGNATURE. NEED 140T BE PRESENT ON SUBSEQUENT APPLICATIONS.) PL ELECTRICAL MECHANICAL ITEW UNIT FEE ITEW UNIT FEE ITEM UNIT FEE 3ATH TLE SWITCH OUTLETS SPACE HEATERS r 31DET LIGHT OUTLETS CENTRAL HEATING )ISHWASHER RECEPTACLES A/C (WIND) ?ISPOSAL SERVICE TEMPORARY { A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DLICT WORK :LOOK DRAIN SERVICE REPAIR/hETER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPIW. INTERCEPTOR { RANGE TD" UNDERGROUND TANKS I LAVATORY OVEN I ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER { MOTORS C- 1 Ha STEAM BOILERS I SHOWER { MOTORS OVER 1- 3 W HOT WATER BOILERS { SINK, POT /3 COW. I MOTORS OVER 3- 5 H1' { MECHAN I CAL VENTILATION f SINK, RESIDENCE { MOTORS OVER 5- 8 f TRANSPORTING ASSEM3LIES I { SINK, SLOP MOTORS OVER B- 10 FP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 If FIRE SPRINKLER SYSTEMS � URINAL { MOTORS OVER 25-100 + COOLING TOWERS WATER CLOSET MOTORS OVER 100 If VIOLATION � INDIRECT WASTES ( A/C WINDOW I ! RE I.NSPECT ION I WATER SUPPLY TO: AIR CONDITIONERS I A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS I ! HEATER -NEW INST. GENERATORS' TRANSFORMERS I I HEATER - REPLACE I GENERATORS TRANSFORMERS ! LAWN SPRINKLER -WELL SPECIAL PURPOSE I I SWIMAING POOL OUTLETS COMMERCIAL WATER 'SERVICE SIGN TUBES SEWER CONNECTIONS •SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER I FIXTLRES { SEPTIC TANK ANTENNA, { RELAY I TELEVISION OUTLETS DRAINFIELD, E' TILE/RES. { VIOLATION PUMA & ABANDON SEPTIC TANK RE INSPECT ION SOAKAGE PIT CU. FT. { CATCH BASIN I ( I DISCHARGE WELL DOMPSTfC WELL AREA DRAIN:' ROOF INLET I I I I SOLAR WATER HEATER FIR' STANDPIP" ! ! I POOL PIPI?ru I f I I I I LAWN SPRINKLER SYSTEM'. GAS RANGE IETEP, SET (GAS { I l I ! I GAS P I P 1 1•c, t I f f ! � Inspection Worksheet .,, Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 gcd Inspection Date: 07/23/2008 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: REESE, MELINDA Work Classification: Addition /Alteration Job Address: 960 97 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments ELECTRICAL WORK FOR NEW ADDITION BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATROOM THE OTHER TO INCLUIDE A FAMILY ROOM PLACE A ROOF OVER A PATIO JOINING THE TWO ROOMS F Inspector Comments Passed cc Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, July 23, 2008 Page 1 of 2 � Otte Inspection Worksheet rw Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL yfi Nris8 xa 9G i= Phone: (305)795 -2204 Fax: (305)756-8972 ...::.::::..::::::::::::::::::::::::::::.:...:...::::.:::........:..:.::............................ ............................... �............ Inspection Date: 02/13/2007 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: W W Owner: REESE, MELINDA Work Classification: Addition /Alteration Job Address: 960 97 Street NE Miami Shores Village, FL 33138- Phone Number Project: <NONE> Parcel Number 1132060143160 Block: Lot: Contractor: HOME OWNER Building Department Comments ELECTRICAL WORK FOR NEW ADDITION BUILD OUT TWO ROOMS, TO INCLUIDE 2 BEDROOMS AND A BATROOM THE OTHER TO INCLUIDE A FAMILY ROOM PLACE A ROOF OVER A PATIO JOINING THE TWO ROOMS FEB 15 2QQ7 Inspector Comments Passed ED Failed / 7 Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, February 12, 2007 Page 1 of 1 r S� 3 � ) ��SeE it �' �Fi _ �E ` a, Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 a Phone: (305)795-2204 �� )� x .. f Expiration: 081071209 Project Ad dress Parcel Number Applicant 960 97 Street � 1132060143160 MELINDA Miami IS FL 33138 Block: Lot: Owner Inform Address Phone Cell MELINDA REESE 960 NE 97 ST MIAMI SHORES FL 33138 -2569 Contractor(s) Phone Cell Phone Valuation: $ 4,000.00 HOME OWNER Total Sq Feet: 1100 Approved: Yes For Inspections please call: Comments: PLAN IS APPROVED WITH THE FOLLOWING MODIFICATION. (305)762 -4949 Date Approved: 6/13/2008: Yes Available Inspections: Date Denied: Inspection Type: Type of Work: DRIVEWAY Additional Info: PAVERS Final Bond Return: N/A Classification: Residential Sidewalk Landscaping Foundation Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $2.40 DS -6 -08 -32125 $ 167.95 $ 167.95 Education Surcharge $0.80 $ �'�� Notary Fee $5.00 Check #: 1161 Permit Fee $150.00 Permit Technology Fee $3.75 Scanning Fee $6.00 Total: $167.95 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. February 08, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy February 08, 2010 1 61 2410V Miami Shores Village p Building Department .t11lV 13 2008 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. _ PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): uilding Roofing Owner's Name (Fee Simple Titleholder) t 1> Rae S Phone # 306 757 *3 0 3 Owner's Address 99 & C) N E q `Sr City 1rK1"i Shb oLys State F& . Zip 33/393 Tenant/Lessee Name Phone Job Address (where the work is being done) _ 116 N IF 17 S r. City Miami Shores Ville County Miami -Dade Zip 3-3 FOLIO / PARCEL # Is Building Historically Designated YES NO __X Contractor's Company Name 0, f- &AI-VErL. Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone Value of Work For this Permit $ 4 t Square /Linear Footage Of Work: 1� Type of Work: ❑Addition ❑Alteration ❑New Q eplac ❑ Demolition Describe Work: PEOL4CC- P�.1s7)N(, Dozpjc w !% (*s0fo+t -r) - to '3ale* Submittal Fee $ Permit Fee $ ��' - CCF $ CO /CC Notary $ J` Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ ou Bond $ 1 Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See ( Reverse side —3 Bonding Company's Name (if applicable) Bonding Comp4ay'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. t 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 Contractor The for oing instrument was ac W dg fore this The foregoing instrument was acknowledged before me this day o 2 by U L r& day of .20 _, by , who is personally known to m r who has produced who is personally known to me or who has produced s identification and who did take an o4tth. as identification and who did take an oath. NOTA Y PUBLIC: �0,CIV ., NOTARY PUBLIC: �ws4 Sign: Sign: Print: Print: My Commission Expires: � gv My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer 6 ' Zoning (Revised 07110/07) VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: sll)/UEV RG€51F DATE: ti 13 o8 ADDRESS: %D /U6 f 7 sr. H14- 5#54- , Fl- - 33/38 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 Myself. Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatement of the permit. Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial 5. I understand that as an owner- builder, that any contractor disputes with sub - contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 9t IV I 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. Initial 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. Initial 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 day of , 20 Ce By S� &S wh personally known to e or who has I Produced there License or as identification. U� • �.c� �p'ti�G. ow OWNER NOTARY e° Planning and Zoning Criteria Miami Shores Village Permit NO, DS-6-08-1099 10050 N.E. 2nd Avenue . .... .................. ..... --- ....... . .. ------- ... - ............ .... ....... ............. k vow ... ........................... .............. ... ....... ..... .. ... Miami Shores, FL 33138-0000 4 . ............ .. ... ........ ................. ..... ... ............ ........ ............ -n .... -.Ad 0. .... ...................... .... Phone: (305)795-2204 Fax: (305)756-8972 . . ............... .......... .. .. .... ...... ........... ... . . . .............. ....... Issue Date: Not Issued ExpiresNot Issued ............ ................ .............. ................... ............... ... Folio Number: 1132060143160 .......... ......... .............. ................... ............................... I Owner's Name: MELINDA REESE Owner's Phone: Job Address: 960 97 Street NE Total Square Feet: 1100 Miami Shores Village, FL Total Job Valuation: $4,000.00 ............................. ............................ .................... ........................ ................................. .................... - ................... ............. ............... Contractor(s) Phone Primary Contractor HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 6/13/2008: Yes Comments: PLAN IS APPROVED WITH THE FOLLOWING MODIFICATION. DRIVEWAY REPLACEMENT MUST COMPLY WITH ZONING CODE. DRIVEWAY FLARES CAN NOT EXCEED2 FEET IN WIDTH WHERE THE DRIVEWAY MEETS THE ROAD ASPHALT. THE 17 FOOT DRIVEWAY WOULD HAVE2 FOOT FLARES FOR A TOTAL WIDTH OF21 FEET WHERE THE DRIVEWAY MEETS THE ROAD ASPHALT. — NrE. 97-,}. -�E•T— ASPHALT N . • 9 " STREET t� z3� 50' w T , aQ T ) 30' , rt _ r \ , S =E-P :I B Iii 1 50 , is 50, r7 '''I F GRASS AREA 7 . • Ord' }�� . FD-AF : • - 5� : GONG. WALK - (10:(10' P L - f 0. �' 10 11 12 13 14 17' ' 5 I w 50 I r g 30 z O ( O �kry 114.1' 121L12' 50' » is 50' to f 0) oo I m cn N = M t - � N N.E. 96th STREET Cl cn � � O O ,_ - � • ri 7 3' C WALL ' 21.4' PLANTER _ LOCATION MAP 12.14' 26:4 N / T - -�• SCALE: l. VERHA o , /' t 3 , "� 0.' . „ v rn � LE , M 20.8'x LEGEND:: Q SURVEYOR'S NOTES: �o� 5 AC = AIR CONDITIONER ALUM. = ALIMYNUM (1) ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC P �. -STY C•P•S• C B.S. = CONCRETE BLOCK STRUCTURE CONC CONCRETE VERTICAL DATUM, 1929. (N.G.V.D.) RESIDEN, E = I 40. 9 c4, NTE RU NE LEGAL DESCRIPTION: ti Lfi CL. = C A#4 LINK (FENCE) 19.64' = CL EAR �P = ECcGE OF PAVEMENT LOTS 3 AND 4, BLOCK 77, OF "MIAMI SHORES SECTION NO. 3 1,76' 68.6 10,62' FFDD = FOUND ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT IP = IRON PIPE PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, BEING 9.0 LB = LAND SURVEYOR BUSINESS oe { ( OVHD. = OERHI AD SITUATED IN THE V ILLAGE OF MIAMI SHORES, FLORIDA. ALU..�x : :� ( d ( ; ¢ P/L PIIOPERTY LINE OF ( (� -� 'o RI = REGISTERED LAND SURVEYOR No. SURVEYORS CERTIFICATION: UNDER A N N C•8.. WD. = wc�oD 0_ - ;,( N N UND R z WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRITE AND CONSTRUCTION - CONSTR TION • STAMPE : CC NC ECK GRAPHIC SCALE: CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY CL 11.44' 21.0' SURVEYED AND PLATTED UNDER MY DIRECTION AND THAT THIS SURVEY ; `� 0 1O' 20 40 60' COMPLIES WITH THE MINIMUM TECMICAL STANDARDS FOR LAND 19'5' 10.97' SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 61'G17 -6 FLORIDA 3.0 . - ( 29' 9.O' I SCALE: 1 INCH = 20 FEET ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. p 00 I POOL 6.0' , [� `/ NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE SKE O F S U i ` 11 E Y REGISTERED LAND SURVEYOR SHOWN HEREON. N _ 2- _ ( ri POOL 5' THERE ARE NO ENCROACHMENTS UNLESS SHOWN HEREON. �" PAD ^ 0.1' CLR A. R. TOUSSAINT & ASSOCIATES, LAND SURVEYORS INC. CD b A.R. TOUSSAINT & ASSOCIATES, INC. I'd tP 50' m . ^ PIL. 50 WI3. POLE c i N, FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB -273 -- -- •-- - - - - -- -- -.- ----- - - - - -- — E. Sk - 620 .' 126 ST. NORTH MIAMI, FLORIDA 33161 `' • r' =` -= t `- = ' _ = FILE: 2005/11Y17/13737 DRWN BY: Wt '� 0 OVHD. WIRES 15' ALLEY ° o �' < REF: ORDER N a ORDER No. 13737 DATE: MAY 5, 2005 �nC�� -� / ' RES. o ASPHALT PAVEMENT o ;• .. r •:. •� : - ,:�t+ 659 S : AS SHOWN BY. . 11 CALF P - - " ' `•' ° ' FIB. 453 PG. 2 ALBERT R. TOUSSAINT REVISED: JANUARY 10, 2006 PATIO LOCATION REGISTERED ENGINEER NO. 8939 REVISED: APRIL 19, 2007 FB 453 PG 3 UPDATE, UNDER CONSTUCTION REGISTERED LAND SURVEYOR NO. 907 STATE OF FLORIDA FLORIDA CERTIFICAYE OF AUTHORIZATION LB -273 i I i JUN 1 3 2108 BY: -- - - - - -- - - -- PERMIT #: W I Miami Shores Villa e APP�D BY DATE ZOMO DEPT ('4 BLDG DEPT A6 8i SUBJECT TO COMPLIANCUATH ALL F DE [!LATE AND COUNTY RULES AND REGULATIONS 057178d mcmdu 'TA % .... NOV 3 0 2006 .......... . ............ MIAMI -DADE COUNTY, FLORIDA : , METRO-DAVE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCOI ; 140:WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION • • • • • • • ' ' MIAMI, FLORIDA 33130 -1563 (305) 375 - M L i NOTICE OF ACCEPTANCE (NOA)- • ; , • , ; • , ; • • , • • www' i n od in PGT Industries • • • • • 1070 Technology Drive Nokomis, FL 3427 [ j SCOPE: This NOA is being issued under the applicable rules and regulations governing the use o i eri s The documentation submitted has been reviewed by Miami -Dade County Product Contr s d ce to by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1"x Std. Wall- Aluminum Tube Clipped Mullion- L.M.I. APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 04- 0528.04 and, consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 % . . ... . . . ... .. . . . % .. . V: . . . ....... .... PGT Industries ... . . .. ... . . . . NOTICE OF ACCLP iCEt,E ENE SUBMITTED A. DRAWINGS .. . . . .. ... .. 1. Manufacturer's die drawipgs ;WV 4 ctidis: :. 2. Drawing No 6220, Sheets 1 tMugh ar f , jrlg , S'I'D, Wall, Elevations Aluminum Tube Clippea`Mi:1lion, prepared by PGT Industries, dated 04 /28/00, with last revision on 05/30/06, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01105101, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a 1 x 2 x 3 /a" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. Jaime D. G con, P.E. Chief, Product Control Division NGA No 06- 0125.06 Expiration Date: June 28, 2011 E -1 Approval Date:. July 20, 2006 % .. % .. . . . . . . . . . . PGT Industries • • • • • • • • • • . . . .... .... ...... . . . . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •• • • • •• ••• •• • ••• • • • • •• • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (B GCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to E1co Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04- 0528.04, issued to POT Industries for 1" x Std. Wall- Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. Ja me D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 E -2 ANCHORS DETAIL H1 "'C" OR 'D'" BOTH ENDS H2 _ H2 H = H1 +H2 MULLION MULLIONS � � H (- ,) WINDOW MULLED H1 W /ONE ABOVE Mz ,✓ MULLIONS H �� FOR DETERMINING MAX ALLOWABLE H1 DESIGN PRESSURE SEE TABLES I All, Ma ON PAGE 5 � 0000•• Ew1 _ w2 A4V OPENING•= H OR H'l +H2 ! • • • • NULL•LENGTH•= W • • W = W7 +W2 1W2__ W1 W2 •00000 000009 • • H = H1 +H2 W •••••• W = W 1 +W2 +W3 • * 0000 : • • aex1 • L2) WINDOWS MULLED H = H 1 +H2 W = W 1 +W2 .... W/ONE ABOVE MULTIPLE WINDOWS MULLED L2) WINDOWS MULLED TOGETHER • • • • + t(Rr ,, it14 . • • • FOR DETERMINING MAX ALLOWABLE W Z ONE ABOVE FOR DETERMINING MAX ALLOWABLE • • • 0. D�• DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES • • • • • • • • ON PAGE 5 DESIGN PRESSURE SEE TABLES ON PAGE 5 • • • • • • M7) MAX OPENING = H OR H 1 +H2 ON PAGE 5 MAX OPENING = W OR W l +W2 0 i ' 0000 • • • • i • MULL LENGTH = W OR W 1 +W2 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = H • • 000 • • 0 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = W OR W l +W2 +W3 • • • 00 0 MULL LENGTH = HI M4) MAX OPENING = W 1 +W2 OR W2 +W3 • • MULL LENGTH = H1 1. THE 33 1139 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF 7 UNITS. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS J. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. R.rad sy: ,3 ' : R'* NOTES 5 & 6 4. REFERENCE — TEST REPORTS. FTL -2902, 2903 AND 2975. F.K 50/06 D - A0 eyed B Da Retiaons: ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 F.K. 578/06 C -ADD TECH. REFS 1 NO S-2001 AN AF PA N 001 FOR WOOD CONSTRUCTION DraP. Date: S/ & S— ADM -2000 ALUMINUM DESIGN MANUAL INDUSTRIES 4 z8 00 D 5_ THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— I ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY cb STANDARD WALL ELEVATIONS rtN: HURRICANE 7070 TECHNOLOGY DRIW IC ANE ZON E HVH Z 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS NoKOMrs, €c 34275 ALUMINUM TUBE CLIPPED MULLION ® TO THE STRUCTURE. Robert L Clork, P.E. seriee/M Sco e: Sheet: Drawing No. Rev: PE #39712 NBKOM BOX Fl 1529 274 r Structural MULLS NTS I o 5 6220 D r' I I =^'� rvina.vrrn r nri,nvr ig(TYP SEE NOTES 1 & 3 PGT 1x MULLION #12 SCREW, SEE SEE — — — SEE NOTE 3 NOTE 1 NOTE 1 FOR I" MULL 4' 2' Tom= 2. TYPICAL MULLION TO MULLION INSTALLATION, DETAIL TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C 1 PGT 1x MULLION (`2 OR 4 ~� 111 STAGG �2 OR 4 "� OPPOSITE S S AS NOT AS NOT TO INTERFERE p WITH EACH OTHER) 1 TO INTERFERE WITH EACH OTHER) SEE NOTES 2 & 3 MIN. SEE NOTE 3 :? MIN. SEE NOTE 3 • • WOOD 2 (TYP) 1 �� ® (T © • • • • • • • • • BUCK 1B(TYP SEE NOTES 2 & 3 18(TYP) MASQNl7Y AIJGH'OI�y O S VOTES 1 &• 3 A� _ ••• • ANCHOR EMBED. �- �—f-1" ••• • SEE NOTE 2 I I { • " • " ' • • SEE •••••• PGT Ix MULLION NOTE 1 �' • • • • •� �rtEw • - , uiRriet WOOD BUCK ••�••• •i� •• TYPICAL MULLION TO STRUCTURE WITH • • • NOTES- WOOD BUCK. DETAIL "B TYPICAL MULLION TO STRU4T R�i WITH • 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE L WOOD BUCK AND CONC.. DETAIL `D " ' •� 0000 COUNTY APPROVED ELCO 114" TAPCONS OR 114" SS4 CRETE —FLEX MASONRY SEE • • • ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NOTE 1 %. _ ' ." '� ' • • • • • • • • IS 2 112 ". MIN. EMBEDMENT: TAPCONS 1 114 ". CRETE —FLEX 1 3/4" •• • 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 114" TAPCONS OR 114" c SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 112" J. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR A STUCCO. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR flayed �: rm ' ReWsto'•: LOCATIONS SEE SHEET J. QUANTITY OF PINNING SCREWS FOR MULL —TO —CLIP F.K. 5 ,30/0'6 D- MODIfY NOTES 3 & 5 te: - : TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING F.K. 5/8/06 .e Re na EMBED. DETAILS (MINIMUM OF 2 SCREWS PER CLIP). sy, Dote: 5. IMPORTANT QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL INDUSTRIES D. .", P .J . P . 48/00 2 REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO 1 11 STD WALL, CLIP INSTALLATION DETAIL CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND ® G ® PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOAD rue' CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL t u NOK MS FL 42 s ALUMINUM TUBE CLIPPED MULLION ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. Robert L. Clark, P.E. P,o. �x 1529 se,er/uoea: score: sneee: 0o 1m9 No. R P.O. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. St aural NlAfOAlI$ FL 34274 MULLS NTS 2 of 5 fi220 D Struct i (CLIP TO MULL) A 2 SHIN. TYP.�MIN EXTRUSION DWG 111099 4MAX. A/2 1 4MAX. f 1 5 4 3 l._.A —J • 3 p P3-MAX. 0 ONE L) ANCHOR ••• i • • • •••: •• 4MAX. LOCATION • 1 "' MULL CLIP AEI SHIN. • .0000• • . • (CLIP TO OPENING) 3 • • • • • • EXTRUSION DWG #1099 8MIN. TYp• • • rAADU@reFrnew�D • O TWO 2) ANCHOR FOUR 4 ANCHOR 0 400• • •• �— ® (,Z (3)EQ. SP. ® SA..+pyt• tee LOCATIONS LOCATIONS (A -3/4)/ .. • • • • c". ' 0 I 0..0. • BMIN.JL I O THREE (3) ANCHOR 2 •• • 0000 • • LOCATIONS • • NOTES: TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS CLIP LENGTH CHART 1. IMPORTANT QUANTITY OF ANCHORS SHOWN ARE FOR Revsd ey Pa Revisions: FOR 1 x MULL PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY F. 530 06 D —ND GHG THIS SHT MULL SIZE A' OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON e� a ' Reviaiona: T F.K. 5J8/06 C- REVISE SPACING 1 x 2 x 1/8 1 11/16 SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE ■ 0— W Daeei REQUIRED FOR YOUR SPECIFIC APPLICATION. INDUSTRIES P.J.P. 4 28 00 1 x4x 1 8 3 11116 Desni Uon. 2. 318 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. / -- P P STD. WALL, ANCHOR LOCATIONS >> 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. >v o! 10 NOKOMIS, L34 5 ALUMINUM TUBE CLIPPED MULLION Rab-t L Clark. P.E. Senea /Model: Scde:. Sheet• Growing ft, Rev: PE /39772 P.A. BOX T529 Structural NOKOMIS, FL 34274 MULLS NTS J a 5 6220 I 4 4 8 (TYP) 4 2 14 L i--j . . . ...... • • • wto crsENE •••• ••y <wNh16a' `ML41¢ allo 1x STD. WALL MULLS •. •. .• MAT'L: 6063 —T6 • TO BE ' USED ONLY WITH PGT INDUSTRIES PRODUCTS R.v d °at : RV-Woro: % F.l 1 ,9106 B —NO CHG THIS SHT. T 4 8 518106 -i7 HG C -NO CNG THIS SHF °ro P.JP. 00 I(�IDUSTRIES d 1 " STD. WALL MULLION PROFILES NOTE: r9e: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ' °KO �, FL 2 5"� ALUMINUM TUBE CLIPPED MULLION Robert L Clark. P.E. Serie /Wodel: S1' Sheet: Drawing No. R— PE #39712 P.O. , F 1529 q �/ Structural NOK °AIIS, FL 34274 MULLS 1 /� 4 at 5 �22� MULL (1) tS (1) ti 1 (1) b (1) b 1 (1) b (1) b (1) ti (1) ti (1) b (1) b I I . 01 42 129 115 107 104 103 103 103 103 103 103 Vertical Mull Horizontal Mull U 48 83 73 67 63 61 61 61 61 61 61 Mu /f Z 50.625 70 61 85 52 50 49 49 49 49 49 Length Z 54 57 49 44 41 39 38 38 38 38 38 Mull Opening L _ = 60 41 35 31 29 27 26 25 25 25 25 Length Width H 0 63 35 30 27 24 23 22 21 20 20 20 W 66 30 26 23 21 19 18 18 17 17 17 Opening�� Mull Opening J 72 23 20 17 16 - - - - - _ Width Length Width J 761 20 17 15 1 - - - - - - 781 18 15 - - - - - - - •••••• CHART 2. -1 x4x.125 • • • QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 50 60 70 80 90 100 110 120 130 160 " "' • • • • CLIP TO (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A • • • • • ' ' OPENING (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B NOTE : • • • • iaou, Rmswxp • • • • mPlres.ubftftww • 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. • •' • • • dwf' • • CLIP TO (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B • • MULL 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPL� n. fk • • �UIJI1'S, _ • 42 170 170 170 170 170 170 170 170 170 170 CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SZ? %ZtCT 1. 48 170 170 170 170 170 170 170 170 170 170 3. REFERENCE TEST REPORT FTL- 2902, 2903 AND 2975 ��••• • 50.625 170 170 170 170 170 170 170 170 170 170 4. ANCHOR TYPES: A. ELCO 114" TAPCONS, EMBED. (1 '1,14') bR • • • • w 54 170 170 170 170 162 158 157 157 157 157 114" SS4 CRETE —FLEX, EMBED. (1 314') • • x 60 170 170 157 143 134 127 124 122 122 122 B. 1112 SCREWS •• Z 63 170 160 1 141 128 119 112 108 106 106 106 5. SEE ANCHOR SPACING DETAILS SHEET J. z 66 170 145 127 115 106 100 96 93 92 92 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 2 72 142 120 105 95 87 81 77 74 72 71 Reved Do Reweave: 76 120 102 90 81 74 69 65 63 61 59 e F. 7 5 30/06 D -NO CHG THIS SHT Z 78 111 94 83 74 68 63 60 57 55 53 n F.lt 5/6/04 C- MARKED CHANGES uJ Drawn BY Dote: 84 88 75 65 59 53 49 46 44 42 40 G �—�— Ii�IIIUSTRIES P.J.P. . 4128100 90 72 60 53 47 43 39 37 35 33 31 Dena P t a "° E 96 59 50 43 38 35 32 30 28 27 24 �� p6 1., STD. WALL, PRESSURE CHARTS I & 2 108 41 35 30 27 24 22 20 19 18 16 I070 TECHNOLOGY DRIVE r, "" 111 38 32 28 24 22 20 19 17 16 - NOKOMIS. FL 34275 ALUMINUM TUBE CLIPPED MULLION RotxrF L Glark, P . Sod"IMOde1: Scot: Sheet: Drawing No. Rer. PE #39712 P.O. BOX 1529 144 17 - - - - - - - - - sty twee NOKOMIS, FL 34274 MULLS MT$ 5 of 5 6220 D 2006 . ....... .... MIAMI DADS' MIAMI -DAD E COUNTY, FLORIDA JATRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCC.0) •: �: . 13;ZV16T FLAGLER STREET, SUTTE.1603 PRODUCT CONTROL DIVISION. MIAMI, FLORIDA 33130 -1563 • * (305) 375 -2901 FAX (305) 375 2908 NOTICE OF ACCEPTANCE NOA Universal Aluminum Windows & Doors, Inc. Arm W 1675 W. 31 Place • • • •' • • Hialeah, FL 33012 to .1 1 y SCOPE: This NOA is being issued under the applicable rules and regulations governing the S. The documentation submitted has been reviewed by Miami -Dade County Product ;other i d by the Board of Rules and Appeals (BORA) to be used in Miami Dade County anareas the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control. Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this .product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series Outswing Aluminum French Door w /Sidelite's APPROVAL DOCUMENT: Drawing No. W99 -79, titled "Alum Outswing Door with Sidelites, sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 11/19/99 w/ last revision on 07- 17 -00, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -bade 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 ofthis 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 N OA. Failure to comply with any section of this NOA shall be cause for termination and removal .of NOA: ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in. advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # .00- 0208.03. and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E: NOA No 03- 0709.02 _ Expiration Date: August 17, 2008 Approval Date: August 14, 2003 Page 1 144 3/4' MAX. MAX. 37 1/2� V i .. FRAME WIDTH w FRAME WIDTH 0 ADO% ANC 0 BEAD. AT HEAI1 /SILL FOR g z - # MSTAUAI'IONS 33 1/4' INTO OR THRU WOOD BUCKS 9E D.L W. OPC. MAX. `k jj D.L c`S o, SU FALS APPLIES D.L OPG. FALSE MUMINS 28" 33 1/4- SU RFAC E AL � E MUNTINS MAY BE USED A C D.L OPG. O.L OPG. io MAY BE USED C To O zS N tz ii 3 TRM -1 < V i r v I i t -x m II 18 I 1B / 0 n •:: F ; r i t 1 1 - �\ o.H. s or P. �M m 41 �� - Il - - - - -' .• _�� _ �yiy 2 o • �� IIEMP.___ \ II II n n •�� t N it cl .•••• �ttf�t = === =• �_�� = I = - JL /_ = == = ----- \rl -�f--_ - to Z q ••••• •••••� • •\ 11 23 1 1 / • II • rl j II 1 •• \ II •• _• 11 It a �� 18 ��\ 0 Z so •••• •••• 7i •• n \ / ii 11 u \ � �s II ii a o •••• •• ° D Z • t o •••••• • • •Y •• • • 6' MAX. TYP. 12" MAX. 8" MAX. TYP. O 3 • • • • • 3/4' MAX. - O HEAD /SILL CORNERS HEAD /SILL • O HEAD /SILL CORNERS N • • • • • • • • • • • LEAF "Y- 3 MAX. Z 4 3/4' MAX. 34 3 4' t • JJ • • • • • • • LEAF WIDTH T MAX.. TYP. LEAF WIDTH • • • • HEAD/S soosse oxxo •••••• x $ • • tv'PICAL ELEVATIONS TESTED UNITS DUAL _LEAF DOORS COMPARATIVE ANA Y IS SINGL LEAF DOORS COMPARATIVE ANAL YSit BASED ON FTL -2077 BASED ON FTL =2055 $ SEE 'TABLE 1' ON SHEET 2 SEE 'TABLE 2' ON SHEET .2 W 4 Fkrlda P d r I NOTES: h W L THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING atpbaOs Date V4. j o � R ' N CODE 1994 . EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER AS CE 7 -88 USING CORRESPONDING LOADS. �/ < 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ilrillolT TYPICAL ANCHORS: SPACED AS PER ELEVATIONS 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. APPF•OVEO AB COUPLI'ING WITH THE ; a o S ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL SOUTH FL IOA BU DING CODE b c DRESSING OR STUCCO. Ut 7 2000 A DATE. = 1 /4' TAPCONS (BY ELCO) OR 4. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED. Y �S4ut1 -Ltlgy o EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. 8 a a EnB DR. HC'M1YOIIN F PRODUCT CONTROL DIVISION , THRU 113Y DUCK INTO .MASONRY OR DIRECTLY INTO MASONRY STRVCIVRES BU401NGCODECOTJ.Pl1ANC80FFICE 1 -1/4' MIN. EMBED INTO MASONRY FLA. PE 1asd7 ArspiAN ENO. DO ^ x 2 08_ °3 X THRU 2BY BUCK INTO MASONRY o 1 -3/4" TOTAL MIN. EMBED T77 B T/4_. SELF DBIL IM F ST N RS GRADE 5 CRS drawing no. ' INTO METAL STRUCTURES W99 - 79 sheet 1 of 1 i 'TABLE .2' X �U ` r.BAr D OO RS WITH POOR$ WITH SIDE / SINGLE LEAF DOORS (X) WITH f 9/18' TEMPERED GLASS 1/4" TEMPERED GLASS (M J H 3 /18 "'fHMPERSD CLASS DOOR WIDTH DESIGN LOAD - PS g )OR HEIGHT DESIGN LOAD -'PSF NOMINAL DIM. DESIGN LOAD - I SIDEUTE YRD1H' �i z 1 g 1 FT x xX DOOR HIMIT DOOR W EXT. ( +) NT. IDTH. Exr. ( +) HINT. (-) 24 INCHES 30 NCM�S 38 INCHES FT./ / IN, o 4/0 &J.0 I11.1 itt.t t11.t i11.i \ 2/0 100.0- 15q-0 6/8 2/6 5/0 60.0 87.6 87.6 87.8 87.6 87.6 6/8 2/6 100.0 126.6 3/0 B/0 60.0 1 72.4 72.4 72.4 1 714 1 72.4 \ • . 3/0, 100.0 108.0' 2/0 4/0 60.0 105.8 105.6 105•¢ 105.6 105.2 2/0 100:0 151.3 ' 7/0 2/6 5/0 . '19 _ :. k._ .. i3.4 . .....83.4 .. 83 .4. ... .834. 83.4.. (. x ) 7/0 2/8 100.0. 122:4 U 33 $ i 3/0 6/o Bo.o ae.e 08.e Wwame Ba.6 TABLE '2' s/o too.o t02.9 cr 3 J � I. 2/6 4/0 60.0 92.1 - 91.9 891 2/0 100.0 12b.0 op n 8/0 2/6 _'S /0 60.0 72.7 72.7 d3e - - 8/0 2/6 1 00.0 105.2 3/0 6/0 60.0 60.0 800 59.1 3/0 90.0 90.0 w n 'TABLE I' APPLIES TO'ALL'CONIICURATLON3 OTHER THAN X 'TABLE 2' APPLIES TO SINGLE DOORS ONLY NOTE y • • • • THE 60.0 AND 100.0 PSF EXT.( +) LOAD LIMITATIONS p I • • • • • • • • SHOWN IN CHARTS ARE DUE TO WATER INFILTRATION TESTS. Z • • *so* • • WHEN WATER INFILTWITION RESISTANCE IS NOT • • REQUIRED TEN THE EXTERIOR LOAD CAPACITY 3 • • • • • • • • • • • • WILL BE EOOAL TO THE INTERIOR LOAD. •. • • • • • NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT NOMINAL WIDTH FRAME WIDTH I LEAF WIDTH $ ? r • • • • • •. • • • • • • • • 6/8 79 -3/4" 77 -1/8" 2/0 25 -1/2 " 22 -3/4" ( X ) O a 00000 • • • • 000000 7/0 83 -3/4" 81 -1/8" • }/0 47 -7/8"' 22 -3/4'( XX )I ' . Mi► tl,e Flrrla. Z • • • • • • : • • • • • - • • • • • • 8/0 .95 -3 93 =1/8" 2/6, 31 -1/2" 28 -3/4 ( X ) I o2- n • • • • 0000 5/0 59 -7/8'" 28 -3/4" ()X)� ••�•�• l 3/0 Z • • • • • • • • • 37 -1/2" 34 -3/4" ( X) • • • • • • • • • • • • • 6/0 71 -7/8" 34 -3/4' ( XX) • E F 0 \ F E E F / H E E F J UT J E J \ J / \ O.H. / O.H. / O.H. Q o oo (oxxo) (oxo) (oxx) (ox) (o) (xx)� ( xxo < xo ) APPROVED CONFI 1RATIONS En9r. Qrt. MJI=Y FAROQQ, ,,�a111i:' :�_�_�.i�,::.::.<<•: - d TA9LE 1 • s1AUClvaFS o00 Fu PE + 16557 br,: F._ v MIAMI DADS COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED 1,a, S $ 3 Li,tL•x'•� C0.'•: �v:dr•I CF r.M �..lu �ti oQ_ O 2 � o3 drawing no. W99 -79 ~ ` a sheet 2or 6 • `S.� TWNCiN ANCHORS ME1K STRIfCIlIRES� SEE fm, MR SPA ' , 16Y_ OR 26r Trpm ANCHORS SEE E1.EV• FOR SPACING (STEEL OR AUAL 1/6' MIN. TACK) :e W000.1KICYC SEE ELFV. FO SPACV O ' j ley OR 2BY S1EE1.: F 36 Ku IAA. s ' • • . � ' AlUlA1NUN e063 —TS M m. v. t ' arZ�''"3' D ip ! t4 z /4' DIA. SELF DRILLING SCREWS I \ SE E ELEV. FOR SPACING +C F X16 X 1 - 1 /4'@6US - O 24' o.C.•IYP! • • 2 to � • • •. • _ U x • � SEALANTS: o • • • • • • • • FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL Z ! • • • • • METAL PARTS CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SEALANT. • • .j • •••• •• • • j LOCKS: '. ••• •••• • ! 1W�q • i �'• i • + • MANUALLY OPERATED FLUSH BOLTS AT TOP AND o • O• • • • • trEM/ 2U2 BOTTOM OF ,EACH ACTIVE AND INACTIVE LEAF LOCK STILE v o �• •- • • • 0 ! WfTH OPERATORS AT 12" AND 76" FROM BOTTOM. In Q• �a • • • • • = o Ri DEAD BOLT LOCK BY WESLOCK- INTL OR HARLOCK WITH ALUM STRIKE PLATE � f1f 2t AT ACTNE.LEAF LOCK STILE 45" FROM BOTTOM ' o 3: • • • f!s • • • _ I o F KEY OPERATED. ON EXT. AND THUMB TURN ON INTERIOR. WW i. • • .'. • • • • r W • ITEM +© CONVENTIONAL DOOR KNOB BY WESLOCK INTL OR HARLOC WITH ALUM STRIKE PLATE • ♦ • • • • • • • AT ACTIVE LEAF LOCK STILE 36" FROM BOTTOM. • i ! !j NOTE: FLUSH BOLTS ON ACTIVE LEAF MUST BE ENGAGED DURING PERIODS ?' li OF HURRICANE WARNING. 1 ° i 2 WOOD BUCKS NOT BY UNKRSAL WINDOWS, MUST SUSTAIN !' LOADS IMPOSED BY GLAZING SYSTEM AND TWAT 7. ; 4 ? TO THE BUILDING STRUCTURE. eo�P+S!e• •p I I 1 I 5 i i .17 Estiae AN o e 1 NBM)DO& 1 ! � I N 4 . hWdd ` r 1 tt 2 APPROt1EDAStX)11POrlA01MTNTHE S _ i . 11 ^ ViV.. OR. ~YOM FAR000 �1tT[NF IDA COD{: 1 Sim"* tA4TE —j Odo 1 ' PJ, PE # 0537 OY ISI 4A I •G�4ta,c ^ TYPICAL �� •' a '" ° PRODUCTfX1NTROLtNVISpN 6UILgNGCODfC �- f � TYMCAL - ACCEPTANCE qo p0 - p Z G'i drawing no. ' RS i SEE ELEV PACINo �� ANCHORS sp� JUL 1 T 2GDU _ W99 -79 ` sheet Hof 6 1 i S I i i t TTPILAL MICHIRS SEE CI.EV. FOR SPAC+NGv fb X 1 -3 /5" POST BINDING SCREWS +BY OR 29f AT 10" FROM ENDS k 14' O.C. t` , W000 wa 1 E U FUJSH D y m D AND U I OS D TO ALL LEAFS (F�OR OR � DOORS) H ^. ACTIVE LEAF INACTIVE LEAF O a i 14 1 10 Or , 1 s 1 g • : e eo4o B Q B ••�••• .LO. • t9 Q • . • • • • D.L.O. • • • • • • 00 • s • : LEAF WIDTH N + • •••••• 1 • � FtwaE rnDTH •••••• •••• �••••• EXTERIOR + ••••• • • 1 SMs *goose • 1 1� x 1 -J4" trPtcAL ANCHORS p g • s s • • ' • • • a2D O.C. TYP. • • • • f D X 1 -3 /B" POST BINDING SCREWS SEE ELEV. FOR SPACOIG 0.n } • f • • • • • • • AT 10" FROM ENDS do 24" O.C. • • 1 / • • O 11 :gg•g: g •g•••• ' O SHIM Nn � w N f VI I • 0.000• i • • • . * ATIVE LEAF Z ^ B i —_— �t� FWIMS " HO D.LO. D.L.O. o.L..oPG. ° i o LEAF WIDTH . LEAF WIDTH i FltAME WIDTH 1 i R I Enyr OR RUM MMES fM000 APPROVED ASMMPLYMY3 YON ME Fu PC 0 IGM7 MMR MjMDAB ; DATE By kga PRt)DIICTCONtROLDMSION Bmmm CODE 60m twa DPFlCi drawing no. ACCEPTANCE NO.00 =OZOS W99 -79 t sheet 4.ot 6 1 I i 1 + 4.000 4.000. YA1 t7' / aVAN7177 DBSCRiPT10N 141t1R1Ai YANP. /StIPPLiLR /RICMARES I UA-1089 AS KW. FNVAE HER) 6063 -76 _ 2 UA- -1092 2/ LEAF TOP AND ;BOTTOM Mil 6063 -T6 500 3. UA -1094 1 DOOR FRAME SILL 60d] -T6 - SZ� L A76 2 L.7SO 4 UA - I 100 AS ftW. GLAZING BEAD - SIDEUIE 6063 - T6 - In I i ' 1 S UA�1096 2/ LEAF SNAP COVER TOP • BOTTOM RAL W -75 = p Y 0 g 1 _ 6 UA -1091 2. .DOOR FMME JAMB 600.7 -To A7d 7 UA• -1009 I AS READ. I SIDE LITE STILE 606] -Tb � g 0 UA -1090 I 1/ L.EW DOOR LEAF JAMS - 16HGE 510E 6063 -T6 - n FRAME HEAD 7!OP AND BOLTON RAIL I UM-W93 I/ LEAF DOOR LEAF - LOCAC SSE 6063 -T6 = Q4 v TO % -1095 4/ LEW 14MA Si1FfEHER 6o63 -76 4 IONO � n 4A00--------- .Old It A -4008 AS RE00. I SHEAR PLATE O 440M WCAT10H5 IONS -TS 6-7/11* LOT10 U oo .... _ . .... .. 12 = - HOT LASED , A or 13 PS= 1125 AS RECD. WEDCA GASKET VN1t TRE11C0 Q 14 - AS RECD. BULB O/SKI? V9JYl O M, A 15 - - NOT USED . ` EATHfltSTRW F2S AS RECD. F94- SE►L PNCG - .167 x ,330 A94 pi j• s 1 AS RECD. WAS WEATAMMRIPP.M "m vm6m (j- .2/ LEAF WM ASSEMBLY C Gy 4AW 7 It 11NC:E. HINGE CEIITER HASP 6063 -T6. • • • 20 2/ HME W CE OUTER HASP 0063 -T6 - N • + MME 441' • • • 1 DEAD BOAT LACK scr - WESIOCK 1TTL OR DO FLUSH 017 11ARl.Ol2C 0 g • • • • • • + • OR LEAF JAMB SIDE 2/ IEW MAMPUY OPOWEO FSH 9 2910 CAST DELTA 930 , . 117 Q 0S • w • 4.563 i CONVE M0NAL DOOR KNOB SET - wE.9LOCK AML DR HARLocK - eo •.•••• •• • .076 2/ LEAF J /d" CIA. THREADED R00 STEEL. FULL LENi:T11 i • .062 t" As READ. FRAME ASSY. SCREWS - PAN NF1D SMS • • • • • 1.590 • "�{ - �. a !� • I Z W • • • • • �1• 1108+ - SILICONE �1. 1.750 DOW CROM 995 g '" • • 4 ' •' • • • • • 1/4" TEMP. CLASS 3/16' TEMP. CUSS Z •• +�•• •• ••• T � • • /to x 1 -1/4" sus HRE a 3 THRESHOLD 0 DOOR LEAF' LOCK SIDE a 24' O.C. TYP. 3 a 3.500 t • • P ! m 13 i. .070 d65 1----- 4.I56� SHEAR PLATE 1.e56 1.SaM ,062 2.408 G A71NG 1) GLAZING QETAJ c �IAELfIE DOO�F+AE d fRUDUCTRENEVYiD .082 375 _� nt o - 6°°IDq wh61M nmft .. CA L o �NUtt Ne O -070 f . c • 0 .Lj�117ilIaA Diu .• r:4 :_; D COVER TOP be BOTTOM RAIL 51DEI,ITE MULLION (( o �� y ' I I 0 .250 0 �, x ► r oa11s6 5 ;7 �I� o APPROVED/* WAPLVeriTYATH1Il6 I 55 0 E"r. oR FAA000 60Ijtf1 OAB ORKIWI� L 1.09 .122 �•—� i� FLA FE %0557 � y s ow � Y j .B4J � 11Y �CI,.�1 � • �1.A. ^� PROD= CONTROL LIIVISION 1.547 I0 x 1/2" &NLDR10 CODE COMPLIANCE OFFICE ' drawiry flo, FH.SEIF DRILLING SCREWS ACCEPTANCE N0. 06- OW,s� j W99 -79 JAMB STIFFENER SLDEL.ITE GLAZING STOP 3 PIECE HINGE a 1 t f • i s s_ s �,'K FLA. PE / iW7 El r3' .I 0 04 o O 1O ony o w o „ o V) z 3 3 0 � 0 ? W 8 U g � 5 N S z a"7� o �3 z r- :5 Mme. U e doh. 4 0 1 0 n o t.,{Rekiaj � APPRDVWASCMPI•IWVTji41HF.• $ MRH FLJ)MM &!1 DM C !W - S DATE By I 'l l OO PROWCTNiRULDPlRION BUlLOMG Corn dAFAQUAHCEDFRCE 8.. ACCEPGNCEN0 020$ -D? drowing no. W99 -79 { MIAMI- DARE • • • • • • • • -M1AMI =DADS COUNTY, FLORIDA Simi] ;.; METRO -DADS FLAGLER DUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 14& WCST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 " • • (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE • Pino Windows Corporatio 6860 NW 75 Street � L • • ` • • • • • • • • Medley, FL 33166 :.::::::. '. AIML . ...... AM MW S COPE: ` - • • • • • • This NOA is being issued under the applicable rules and regulations governing th s ction aterials. The documentation submitted has been reviewed by Miami -Dade' Product ontro ivision and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 11iis NOA shall not be valid after the expiration date stated bcl6iv. 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 `purpos!dSV•If this. product or material fails to perform in the 'accepted manner, the manufacturer will incur the cxpense %if isuch testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material wif.hin*their jurisdiction. BORA reserves 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 desigded-to comply with the- Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Colonial' Aluminum Single Bung Window w/True Muntin' - APRROVAL.DOCUMENT:.Drawing No. W00 -21, titled "Colonial Alum Single Hung Window ", sheets I thraugh 3 of 3, dated 5/19/00 with revision A dated 4/29/03, prepaied by Al Farooq Corporation, signed and sealed by Ilurnayoun Farooq, P.E., bearing the Miaini -Dade Chi my Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE h1[PACT RATING: None "I ABELIN0: Each unit shall'bear a permanent label with the manufacturer's name logo, city, •state•and- , following statement:• "Miarni -Dade County Product Control Approved ", unless utherwise 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 per=formance of this product. 7ERNATION of this NOA will occur after the expiration date or if there has been a Mi revision'or change in the rtiaterials', 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 automat itrally terminate this NOA. Failure to comply M11i any section of this NOA shall be cause for termination and-m- ioval of NOA. ADVERTISEIIZENT: Tlie NOA number preceded by the wordsrMiami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If:a.ny 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 lire user by the manufacturer or its distributors -arid shall be available for inspection at the job site at the request•of the Building Official. This NOA renews NOA # 00- 0417.06 and consists of this page!'I'as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,*P.E. NOA No 03 -0512.05 o Expiration Date, June 26, 2008 f Approval Date; June 26,2003 Page 1 . . ........... . rv1 I A M I -DADS h11ANII -DADE COUNTY, FLORIDA •.• • : • : METRO -DADE• FLAeLCR13UILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 1401VEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION ••• • •' MiAMi, FLORIDA 33130 -1563 .. .. . . . . . . • • • (3 75 (305) 375 -2908 . . NOTICE Or ACCEP .. . Gopi Glass Sales & Servi tq`f. r • • • • • •. • • • :3 2006 . ....... 7450 NW 4 P h Street • • • • • I Miami, FL 33166 --------------------- • ' '` 31' .. .. ..... 0 SCOPE: This NOA is being issued under the applicable rules and regulations governing tilt, use off` "n " uctio atcrials. 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 I•Iaving Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami - Dade County Product Contro Division (In Miami Dade County) and/or the AIIJ (in areas other than Miami Dade-County) reserve the right t have this product or material tested for quality assurance purposes. If this product or material fails to perform it the accepted manner, the manufacturer will incur the expense of such testing and the AI-IJ may immediatel revoke, modify, or suspend tiie use of such product or material within their jurisdiction. BORA reserves the rigl to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product c 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 lligh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Fixed Windoir• APPROVAL DOCUMENT: Drawing No. W97 -11, titled "Gopi Picture Windows ", sheets I through 4 of 4, prepared by Al Farooq Corporation, dated 06 -24 -97 with revision B dated 06/07/02, signed and scaled by i lumayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Division. MISSILE.IMPACT RATING: None 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 th 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 ' the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it sh 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 and renews NOA # 99- 0629.01 and, consists of this page l as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 0613.01 o Expiration Date: September 26, 2007 Approval Date: September 26, 2002 Page 1 MM i DAL ]E . .:. .:. NIIANII -DARE COUNTY, FLORIDA NOV 3 t;`" 2 METRO -DADE FLAGLER BUILDING .: .: ` `: . • . . `. . ` ` BUILDING CODE COMPLIANCE OFFICE BY; ____________________ • e e• METRO-DADE FLAGLER BUILDING e ; • ' e • • . • ' e ' • e • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Pino- Windows Corporation ` • • • CONTRACTOR LICENSING SECTION 6860 N.W. 75 Street ` • • ` • ` ` ` ( 305) 375 -2527 FAX (305) 375 -2558 Medley ,FL 33166 CTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of Series 400 Aluminum Glass Sliding Door under Chapter 8 of the Code of Miami -Dade County gov ' f Al to Materials and Types of Construction, and completely described herein, has been recommende for ac tance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0606.04 EXPIRES: 10/0112006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDTITONS BUILDING CODE & PRODUCT REVIEW CONINUTTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R-A. Director Miami -Dade County APPROVED: 08/02/2001 Building Code Compliance Office \ 1s045000I \pc200011tunp1atettlnodce acceptance cover pagedot Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.buildingeodeonfne.com % . . ... . . . ... .. % .. . . ... . . . . .. . Ping Window Corporation .: .: • ACCEPTANCE No.: 01 -0606.04 . . . . ....... .:..:. .'APOROOVM AUG 0 2 ?9 EXPIRES October 01, 2006 . ..... % . NOTICE OF ACCEPTANCE: ' ' SPEEMC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 1015.04, which was issued on October 01, 1998. It approves an aluminum sliding glass door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 400 Aluminum Sliding Glass Doors and its components shall be constructed in strict compliance with the following documents: Drawing No W01 -28, Sheets 1 through 4 of 4, titled' "Series 400 Aluminum Sliding Glass Door," prepared by Al Farooq Corporation, dated 5/24/01, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum sliding glass door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.13 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manue erez, P.E. Product Control ' er Product Con , pol Division 2 % . . ... . . ..... .. % .. . . . . . . . . . . Pino Window Corporation •; •; •, � ; •; $:qd TANCE No.: 01- 0606.04 . .... AP .. AUG 0 2 2001 ...... . . . . OVED •;• ;•; ;•; ;•; IZXPIRES October 01, 2006 NOTICE OF ACCEPZ t: • • &A&RD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2, and this last page 3. END OF THIS ACCEPT CE 14 Manuel P P.E. Product Control E Product C tr Division •3 % . . ... . . . ... .. % .. . . Pino Window Corporation . ; . ; 9e: • . .' ACCEPTANCE No.: 01- 0606.04 . 0 0 0 .. 0 0000 0:0 • • • 000 000 APPROVED . • • ; . • . ; • • ; • . WIRES October 01, 2006 0000... NOTICE OF ACCEPTANCE. ' ' "ENCE SUBMITTED (For File ONLY Not part of NOA.) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Assembly Drawing No W01 -28, Sheets 1 through 4 of 4, titled "Series 400 Aluminum Sliding Glass Door," prepared by Al Farooq Corporation, dated 5/24/01, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with installation diagram and marked -up drawings of an aluminum sliding glass door of an XXO configuration with 1/4" steel bar reinforcement, prepared by Fenestration Testing Laboratory, Inc. No. FTL -1395, dated July 17, 1996, signed and sealed by Gilbert Diamond, P.E. 2. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with installation diagram and marked -up drawings of an aluminum sliding glass door of an XXO configuration with no steel reinforcement, prepared by Fenestration Testing Laboratory, Inc. No. FTL -1405, dated April 12, 1996, signed and sealed by Gilbert Diamond, P.E. 3. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94. along with installation diagram and marked -up drawings of an aluminum sliding glass door of an XXO configuration with 1/2" steel bar reinforcement, prepared by Fenestration Testing Laboratory, Inc. No. FTL -1445, dated October 9, 1996, and retested on January 6, 1998, both signed and sealed by Gilbert Diamond, P.E. Manu Perez, P.E. Product Control E finer Produ&R6ntrol Division E -1 % .. „ .. , , , . ....... .... Pino Window Corporation .: .: ": ACCMANCE No.: 01- 0606.04 • : • • : • ' • • ' • f APPROVED AUG 0 2 2001 • • • ; ; . ; • • ; • EXPIRES October 01, 2006 . ,,, , • . . „ . NOTICE OF ACdPT.4NCE:' ' EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) C. CALCULATIONS 1. - Anchor Calculations and Comparative analysis and anchor calculations, prepared by Al Farooq Corporation, dated 5129/01, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None E. STATEMENTS 1. Letter from Pino's Window Corporation, dated June 4, 2001, stating that the product has not changed since it was originally approved. F. OTHER 1. Notice of Acceptance No. 96- 1015.04 issued to Pino's Window Corporation. for their Aluminum Sliding Glass Doors, dated'l0 /01/98, expiring on 10 /01 /01. Manue a P.E. Product Control er ProduckR&trol Division E -2 - -: Oft -mm 26 1/2' W. WIDTH LJLJ . I Ili A E-1 MUNTIN CONFlGt1RAT1AN FOR STANDARD SIZES C . k i i7`Lta.'«'y° =" �v:` � ;.:- .�*'- �- '= 7'•^R.'. ? �:y?ti:•a �.a�: - A. •rr - .�J._ l r.•v ti ^� '- M - rl!G. 4L1 3/16' - .... 4 1/Y MAX. HEAD/SILL CORNERS DESIGN MIAMI DADE COUNTY APPROVED LOAD CAPACITY .= Pe LMPALT RESISTANT SHUTTERS REQUIRED WINDOW - DIMS. M- ANNEALED GLASS ANCHORS T ANCHORS V WIDTH HEC TT EXT. O M i -) El . • 19 -1/8' 26 -1/2' 3T 53-1/8 26' (4) 46.7• 75.0 46.7 75.0 ... . . .. 40 75.0 46.7 75.0 48.7 54.9 ' 46.7 54.9 19 -1/8" 26-i1Y 37' 53-1/8 311-3/8 (4) 48.7 75.0 46.7 75.0 WX 75A . I Ili A E-1 MUNTIN CONFlGt1RAT1AN FOR STANDARD SIZES C . k i i7`Lta.'«'y° =" �v:` � ;.:- .�*'- �- '= 7'•^R.'. ? �:y?ti:•a �.a�: - A. •rr - .�J._ l r.•v ti ^� '- M - rl!G. 4L1 3/16' - .... 4 1/Y MAX. HEAD/SILL CORNERS DESIGN MIAMI DADE COUNTY APPROVED LOAD CAPACITY .= Pe LMPALT RESISTANT SHUTTERS REQUIRED WINDOW - DIMS. M- ANNEALED GLASS ANCHORS T ANCHORS i7`Lta.'«'y° =" �v:` � ;.:- .�*'- �- '= 7'•^R.'. ? �:y?ti:•a �.a�: - A. •rr - .�J._ l r.•v ti ^� '- M - rl!G. 4L1 3/16' - .... 4 1/Y MAX. HEAD/SILL CORNERS DESIGN MIAMI DADE COUNTY APPROVED LOAD CAPACITY .= Pe LMPALT RESISTANT SHUTTERS REQUIRED WINDOW - DIMS. M- ANNEALED GLASS ANCHORS T ANCHORS V WIDTH HEC TT EXT. O M i -) El . • 19 -1/8' 26 -1/2' 3T 53-1/8 26' (4) 46.7• 75.0 46.7 75.0 46.7 75.0 46.7 75.0 40 75.0 46.7 75.0 48.7 54.9 ' 46.7 54.9 19 -1/8" 26-i1Y 37' 53-1/8 311-3/8 (4) 48.7 75.0 46.7 75.0 WX 75A 46.7 75.0 46.7 - 67.3 46.7 75.0 46.7 46A 46.7 712 1 19 -1/8' 26 -1/2' 37' 63-1/8 • 50 -518' (4) W- 7SA 46.7 75A Ali 71.3 46.E 75.0 46.7 -• . 51 A 46.7 750 4" 35.6 46.7 56.2 19 -118' 16 -112' 37' 53-1/8 63' (6) 467' 75 0 .46.7 75.0 46.7 • 75.0 46.7 75.0 468 513 46.7 72.6 r A4s 42.! - 46.7 46.7 ! NO. IN .PARENTHESIS 1 1=?E NO. 1OF ANCHORS PER .IAMB. (FDL UrE) C4 C4 Fr D.L.O. 24 MAX. o A z H N ZONE OF THE 2001 FLORIDA DWIM CODE � AL W FOR WIND LOADS AS PER ASCE 7-88, ASCE 7 -93. ASCE 7 -95 OR O � d ASCE 7-98 AS REQUIRED BY PREVAIL PIILDL40 CODE V� n Mg 2. WOOD BUCKS BY .OTHERS. MUST LE ANCHORED PROPERLY TO TRANSFER Z • o c DS8 _ put z n I , GLASS z e � o FLA. SE f T Bus= Cow I� the Fiosids g CAK t Amplam Me 09-Ml to out S� U til V to to Z O�M drawing no. z 3 C2 WOO-21 z sheet J of ME o W 7� (FDL UrE) Fr D.L.O. 24 MAX. KEAD /MIL A o ZONE OF THE 2001 FLORIDA DWIM CODE AL W FOR WIND LOADS AS PER ASCE 7-88, ASCE 7 -93. ASCE 7 -95 OR ASCE 7-98 AS REQUIRED BY PREVAIL PIILDL40 CODE 2. WOOD BUCKS BY .OTHERS. MUST LE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. o c DS8 D ANCHOR EMBEDMENT To BASE MAT_ ERIAL SHALL BE BEYOND WALL I , GLASS Ew. M K W1rOt�FARM STRUCiI.JR<S � PUt9txsCT REf'tEWEO e � o FLA. SE f T Bus= Cow I� the Fiosids g CAK t Amplam Me 09-Ml to out COQ? *Itioa r A. 1A. a Mi.et; sde Prodset Coot drawing no. WOO-21 sheet J of ' 11 1/4' D.LO. . 50 3/8' VENT WIDTH 53 i/-8' MAX. WML&M Wwgn T PLCA EI EVATION TESTED tw z ADHESIVE BEDDW COMPOUND ose AM" GLASS N OTES: n L THIS PRODUCT IS_ DESIGNED 70 C%,VLY WITH THE HM VELOCITY HURRiCMiE o ZONE OF THE 2001 FLORIDA DWIM CODE AL W FOR WIND LOADS AS PER ASCE 7-88, ASCE 7 -93. ASCE 7 -95 OR ASCE 7-98 AS REQUIRED BY PREVAIL PIILDL40 CODE 2. WOOD BUCKS BY .OTHERS. MUST LE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. o c 3 ANCHORS SHALL BE AS USTM. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT To BASE MAT_ ERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Ew. M K W1rOt�FARM STRUCiI.JR<S � PUt9txsCT REf'tEWEO e � o FLA. SE f T Bus= Cow I� the Fiosids g CAK t Amplam Me 09-Ml to out COQ? *Itioa r A. 1A. a Mi.et; sde Prodset Coot drawing no. WOO-21 sheet J of •k+Lir8F911.�o'f -i': «tom: t: _ _ �--. �L' �' e� .e.'7`��5.�.._i:s?- �,�z•L�•':« y.. _ .. `- �y- •.� /'�.- "..+•z � :�,— .... .. • : W000 . NOT BY �PINO WINDOWS. MUST SUSTAIN xa I'�? Nine QIUAM Y DE9ClelPTioN IIITERLL luNr. /svPPLtB[t `� 1 SEE 8". FOR SPACM ps "DS: p": iii' �: � SYSTEM AND TRANSFER <' 1 PDH -301. t FRAME tEAO 6063 -T3 - a • THEM TO Pf �V�NO STRUCTURE. 2 POH -529 1 FRAME SILL 6063 -TS - z a J 3 POH -503 2 FRAME JAMS 6063 -75 'D .� °• Z . • • • :. • • . ... .. 4 PDH -508 1 VENT TOP 6083 -75 O N • 1 . . . .. s PDH -526 •' . .. . . . . • 1 VENT BOTTOIA �63-T5 � � o i • • • • • • • • • • 6063 —T5 _ •�S,�. • r te ::'. ��; ' •' • • • • 6 POH -507' 2 VENT SSE •.�:f 7 POH -5O4 I FUM MEEfM RAC 6063 -T3 • • « • : : • • • : • • :06 • • • e PDH -s24 AS REOD. ROLL FORMED GLAI BW ALULO t1Y - Q + O • ••• • • • • • /♦ : ::: : :`.: •• : 9 POH -512 AS REOD. MILNTN 6063-75 V 8 10 T AS R FRAME & VENT ASSOABLY SCREW - 8 -X 3/4 PHPH SUS � z 11 - AS READ. ML#M / Y SCREW - f 8 X 1' PI SUS ' �• � TYPICAL ANCHORS-. - 1 2 — AS ROOD. etlLB W'SiiIIPPNG vw>FL — � � � • _ 13 PE3- 8320 -187 AS REOD. PILE iN'STRIPPINO - 1MRH NTEWAL PLASTIC FIN tt _ i STRUMRE A _ 14 PE8- 8316 -t87 As ROOD• PILE W 176W rG WITH NTEGRAL PLASTIC FIN INTO 20Y WOOD MM OR WOOD 9 1 • MIN. PENETRATION INTO WOOD 1 s - 2 FLAP V avE, PLASTIC - B = 3116` TAPCOINS {$Y ELCO) OR 11 - 2 SPRM AND PULLEY BALANCE EQUN. ' CONC. ANCHOR HOLDING. CURRENT NOTICE •OF ACCEPTANCE• 17 PDH -518 2 SNAP .LATCH 4':•LANG . W/ SPRM 6063 -TS AT- EAa�I •-E1ND , � Z � INTO 2BY. WOOD BUCKS OR WOOD STRUCTURE If - 2 CAM LOAiCK• AT 12 - FROM ENDS .. J WON 1 -3/8' MIN. PENETRATION INTO' WOOD If - 2 2-3/8• .x 31e• FOAM. ADWESPA BACK PAD - � cs 18 THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY _ .. WITH 1 -1/4` MN: EMBED INTO CONC• OR MASONRY ` N . 7 • SEALANTS. a 1 FRAME AND VENT CORNER SEAMS. FIXED MEETING RAIL ENDS, Z M p O MUNTW SEAMS MID I smuATIDN SCREWS SEALED WITH SEAIANf. SEE � $ n M 4 Z3� WEEPHOLES. • W.. 1/4 MAX: z . ' W1 • I" NOTCH AT EACH END - 1e>r , 2eY ww. 0 c O o W W2 1 -1/2• X 3/16' WEEP HOLE AT EACH END WOOD em O ' • Z so CIO WITH R AO PLASTIC FLAP VALVE ca �-- c r— '•�'� - s) 14 6 16 i • 1 8 tr 1 1 _ �1 1� • p l D.L. OPG. yhrlo0w WIDTH EXTERIOR • - Engr• OR. Iluw►�MA • • W2 SnWCPAM FLAL PE i CAN. 7 PRODUCT' >� - as eowplyls8 vft 11w FbrW .�� AY � �cYp :soceM ^ •� •� w .: ; I ; r�sro Date drawing no• 1 lNbn• sdcPisd Con �1 rrPlt:A� � -- —• - - -- - --• Ter OR 201f SEE 13". FOR SPACING SEE ELEV. FOR SPACING WOOD ra1CK . •sws-► 1 1 of ; > • I . 1 \ • • 1 t • VENT TROP PAL • .� .890 • VENT SIDE RAa FRAME BOTTOM - CORNER 0010* .. • VENT TOP CORNER . •• • to z Iw V zI I a H N o� U n CY Z� < '"'g - i5 Cff z w r 7 ^► tt oZH zc 'a�8F L124 . e Mu = OPING Ale 2.333 • Ew. OR MOM M' f • 8 FLA. PC law PRAa r I tMEWF4 8s_�.JinP Cesk � �rida �' � .750 .062 Y 0 E =KR+t��a No 3 a D:e � 8 r drawing no. W0G-21- FRAME SILL • • • • • • • • • • • .• .. ... ... . . . • . • . • • . .980 • • • • ••• •- .ee6 we LL— SW LATCH J OLI a. FRAME HEAD FDW MEETING RAIL FRAME JAMB c • VENT BOTTOM RAE. • • _ � • • • • • • • • • • • i t 1 / f FALSE "TINS L875 1 t 1 / 4 w �- (SURFACE APPLIED) �1 1� -- - - - - -- _ =_ = -� 1 MA BE USED I r - - -- - -- 1 Q 062 • i • i • •• i i A .$ i t f j1 /� 1 1 A OR B �� 1 t l (� 328 1.328 i i • i i i �Ki i i t I/ 1/ t / DIN �� /� A OR B Ij / •' t Z W A0 ch 2 ••• ••• • • • DI J �•,� N 1 �/ i p r I / ! t / t , /// , O E..,. N O .062 1 i �i ii //• , o o IL FRAME I.G. WINDOW .. O a: 6063 -TS ..• : •.• :.. U 12' AVG. SPACING a o_ 6 TYP TYPICAL A OR B A OR B a at DIN. DIN O cn + o � U DIM. W c �.500� O• Z .500 n A a I -ALT. SHAPES w W 0 - I n +1 -.062 GLASS _. -r - - - -- 'n _ 3 /16' ANNEALED` Ir - - - -- �r�-= - -t =7� I r = =� = = -- - = = =1'� r.a Z z N w GLAZING STOP 1/4' ANNEALED DR ;i �; ;� I� it Q '+' ^ '` 3/I6' TEMPERED 1 , tl tl 6063 -T5 1 1 I A,.DR B I , / A DR B .• DIN jt �� A DR B i /.!� DIN 1 / A OR O F r L875 —+� DIN / /- /� iL = =- - == ��3�j ct Lj 1 I I A B I I AORB O � A DR B Q TYP �—+1 F-- -•—+i + Z M 062 .812 DIN. DIM . DIMt 3 O `�° 812 � t/7 ^ �7 B ? In ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CAN BE VERIFIED BY �? 3 '� INSCRIBING PICTURE WINDOW SHAPE 1NITHIN SOUARE OR RECTANGLE AS SHOWN IN 0r � Z � FRAME O.G. WINDOW DOTTED LINES AND 013TAI ALLOWABLE LOADS FROM THOSE SHAPES, PROVIDED E d O 5 6063 -T5 �A D[M B� PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. O Q C3 TYPICAL ELEVATIONS IPROD11Ct REVISED 2 wm The nor$& � �oavl..e< n OZ of /3. p c 4 2 g SINGLE LITE PICTURE WINDOWS " l � o o as NOTE I. THIS PRODUCT IS DESIGNED TO COMPLY WITH 'THE HIGH VELOCIIY HURRICANE 20HE OF THE 2001 FLORIDA BUILDING COOL ALSO FOR VANO LOADS AS PER ASCE 7 USINC CORRESPONDING LOADS. o - Ensr: OP. HUMPfOUN FAROOO 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER cMUf n, LOADS TO THE STRUCTURE. P PE 1 16357 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR E MBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL D ESSING J 7002 dfow�ng no. USE IMPACT RESISTANT SHUTTERS W97 -1 1 • AS REQUIRED BY SFBC. sheet 1 of 4 7 •• •• • • • •••• • •� >< 10 SMS DR • • • • • • • • • • ! LO SMS DR , 3 /16'x2 -1 /4' TA?CDN i i i i s i i 3/16't2 -1 /4 • TAPCDN WOOD BUCKS NOT BY COPT. MUST SUSTAIN LOADS e 6 FRDM ENDS 5 12•ac .TYP.. . . . ... a 6' FR ENDS & 12' D.C. TYP. IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. r, 1 BY OR 2 QY • ••• • • •• 1 BY OR 2 BY WooD w• t W000 BUCK � BUCK•• a . 0 0 90 Ad � x �' • • • • • • • • • • • d • O to • a ;_: : • _- TYPICAL ANCHORS TO BE AT 6" FROM CORNERS C CL �, ', .. ... ... �. 0 ;1/4' MAX. ' _ : vL/4 ' MAX AN 12' SPACING. d a a o e c SM1ti1' • • • • . • ; "• FOR 1 • �► U . • • • • • � SN UMS 8Y BUC 00 . O • 3/16 TAPCONS ONLY, 1 - 1/4 MASONRY EMBEDMENT a or A 04 • .0. •• FOR 2" BY BUCKS g O S S W ITH 3 /4- O to + A L E O O O � M w w U 000 a i fl r'1 O Z •i � 3/16" TAP NTH 1 w W w 000 EMBEDMENT � 1�r"1 m O o .• GLASS AS PER TABLE GLASS AS PER TABLE CL coo IX e -A Qi rn o - 3/16' ANNEALED i 3/ -ANNEALED � 3 � � 1/4' - ANNEALED t /4' - ANNEALED t.1 N c ! 346'- TEMPERED ! 3/16'- TEMPERED W ! •a ��.. J ly 1 �i I •i T2z : Lei a Q Z _ 0 0 °~ W r j CL z � - - -- - - - -- -� / 10 S.N.S. �` ! . f 10 S.>�t.S. O CL O Q 1 BY OR 2 BY O 12" O.C. - . . v s e ' O 1 2' O.C. C9 a W000 BuCx OADE COUNTY DADE COUNTY ! 10 SMS OR APPROVED NULUON APPROVED MULUON 3/16 x2-1/4' TA PCON 3/16'x2 -1/4' TAPCON PRODUCTRfvL4.W e 6' FROM ENDS L 12' O.C. TYP. 6c >auLUaN Ar1C,�0R5 a 6' FROM ENDS L 12' O.C. TYP. 8 NULUON ANCHORS • _ w� the norms INSIDE GLAZED WINDOW OUTSIDE GLAZED WINDOW Zoo? a A DO& eat u u 1/4• SHIM 1/4' SHIM MAX. _ _ MAX. • • • 10 SMS OR •. O ti v x. 3/16':2 -1/4' T APCON c u a 6' FROM ENDS L 12' Or- TYP. c o - V O � C J n Engr: OR. HUMAYOUN GWCQC, p • • • S1RUCiUF$S r FLk PE i 16.57 °o f f � r O ' '.: W97 -11 DESIGN LOAD CAPA&'T = •• FrSf' • 4 Y11 SMS) DESIGN LOAD CAPACITY - PSF (# 10 SMS) WINDOW DIMS. 3/16" - ANNE4ED.: 1/A4 ANNSALED• 3/16" - TEMPERED WINDOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED 3/16" - TEMPERED m 2 cp AFB A/B EXT. c +) INT. L -) ; EX74(4); IQr; t -; EXT. (+) INT. c -) A/B A/B EXT. c +) INT. c -) EXT. cam) INT. c -) EXT. c -) INT. z W 19 -1/8" 77.9 77.9 120.0 120.0 110.0 183.9 24" 62.1 62.1 95.6 87.0 110.0 87.0 0 26 -1/2' 57.3 57.3 88.3 88.3 110.0 1 32.9 36" 62.1 62.1 94.2 87.0 110.0 87.0 F+ 37" 26" 57.3 57.3 •; $8 3 ; ; ;; 810. 110.0 80.3 48" 24w 62.0 62.0 83.7 83.7 110.0 87.0 a c O a v 53 - /8' 56.4 56.4 . 6 . 76.E 1 10.0 80.3 80• 57.2 57.2 78.5 78.5 1 10.0 87.0 a 19 -1/8" 77.7 77.7 104.9 104.9 110.0 109.2 24" 62.1 62.1 94.2 87.0 110.0 87.0 a < 2 41141,4 fi2.9 58.0 98.8 58.0 .4 U N 26 -1 /2" 56.2 56.2 86.6 78.8 1 10.0 78.8 36' 63.8 58.0 1 Op.3 58.0 3 n 38 3 -O /8 36" w My O 2 g7 a0.3 40.3 62.0 5b.4 97.6 56.4 48• a1.4 b2.9 58.0 98.8 58.0 � fir, m 38.8 38.8 54.8 54.4 90.7 54.4 60" 39.2 4 9.8 49.8 88.3 58.0 O CL 19 -t /e" 72.0 72.0 97.1 97.1 110.0 109.2 24" 62.0 83.7 83.7 110.0 87.0 a °D• in 26 -1 2 56.2 56.2 77.0 77.0 1 10.0 78.8 / / 36" a1.4 N �.. 37' S0 -5 8 40.3 40.3 58.8 56.4 94.7 56.4 48".- 48" 31.0 47.8 43.5 75.2 43.5 53 -1 /8' 29.4 29.4 45.3 41.2 71.3 41.2 60• - 42.1 42.1 75.2 43.5 .Q W - 2 19- t /8" 68.8 68.8 92.9 92.9. 1 10.0 109.2 24' 57.2 78.5 78.5 110.0 87.0 25-1/2' 46.8 46.8 69.5 69.5 106.3 78.8 36" 39.2 39.2 49.8 49.8 88.3 58.0 37" 63' 36.6 36.6 45.9 45.9. • 85.1 56.4 48" 60" - - 42.1 42.1 75.2 43.5 Z 53-1/8 - - 40.2 39.3 67.9. 39.3 60' - - 38.1 34.8 60.2 •34.5 0 19 -1/8" 67.0 67.0 90.4 90.4 110.0 109.2 24" 52.2 52.2 75.3 75.3 110.0 87.0 In < 26 -1/2' 74 -1 a• 41.7 41.7 59.7 59.7 102.2 78.8 36" 30.0 30.0 39.8 39.8 82.4 58.0 a 0 72' 37 / 28.6 28.6 37.5 37.5 80.1 56.4 48" - - 34.3 34.3 69.5 43.5 3 0 53 -1 /8' - - - - 65.2 39.3 60" - - - - 60.Z 34.8 w U d r 24" 49.2 49.2 72.2 72.2 108.1 87.0 cr N ^r 36" - - 34.5 34.5 78.6 58.0 V g 3 _ 84" 64.9 43.5 a 5 Z 4 60' - - - - - - p CL 0 o 24" 46.6 46.6 68.6 68.6 105.9 87.0 C7 •r 3 36" - - 31.4 31.4 76.0 58.0 4$" 96' - - 61.8 43.5 60' - - - - - - 24" 45.3 45.3 66.1 66.1 104.3 87.0 36" - - - - 74.1 58.0 v` 108" 60" - - - - - - 24" - - 51.6 51.6 103.0 87.0 SINGLE LITE PICTURE WINDOW 36" _ - - - - 72.7 58.0 = COMPARATIVE ANALYSIS CHART 48 . 120 _ o BASED ON HETI -96 -1061 OF 10 -09 -96 BASED ON FTL -1162 OF 6 -1 -95 b0 > ° Q TEST SIZE - 37 -1/4" X 74 -1/4" O TEST SIZE - 59 -1/,2' X 77 -1/2 °t m VEST LOADS - +60.0. -60.0 PSF TEST LOADS = +91.0. -91.0 PSF DESIGN LOADS = +40.0. -40.0 PSF DESIGN LOADS - +60.7. - 60.7PSF WATER INFILTRATION TEST = 20 PSF WATER INFILTRATION TEST 16.5 PSF Engr DR. Mlw.:'Ol:n ►AROOG ° • ° TESTED GLASS = 3/16" - ANNEALED TESTED GLASS = 3/16' - TEMPERED MODLIC7 111EYISED STRUCrItES � �.ie! We }lo�iQa M. PE / 16557 ,o ® TEST SIZE - 51 " X 74 -1 /4" A�e�pU�s }f� 02.06/3 • V $ TEST LOADS - +68.0. -75.0 PSF Deft 007 $ L$ DESIGN LOADS - +45.0. -45.0 PSF WATER INFILTRATION TEST = 20 PSF drowmg ni TESTED GLASS = 1 /4' - ANNEALED l :met o W97-1 sheet 3 of DESIGN LOAD CAPACITY -� - PSF.�:(3/:16'; SgP;CONS) DESIGN LOAD CAPACITY - PSF (3/16" TAPCONS) C 3� � WINDOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED 3/16" - TEMPERED WINDOW DIMS. 3/16 - ANNEALED L/4" - ANNEALED 3/16" - TEMPERED 9 a A/B A/B EXT. C +) INT. C -r� X . • +): • 111'. 4 EXT. C+) INT. C -) A/B A/B EXT. C +) INT. C -) EXT. C +) IN T. C-) EXT. C+) INT. C -) Z W 19-1/8" 77.9 77.9 . 110:0: ; . ;120.0 ; 110.0 183.9 24" 62.1 62.1 95.6 95.6 t 10.0 t a0.0 O ° o c cm 26-1/2' 57.3 57.3 88.3 1 10.0 138.8 38" 62.1 62.1 94.2 94.2 1 10.0 139.0 F Lp c " o a C. 37" 26 57.3 57.3 88.3 88.3 t 10.0 129.2 4$- 24" 62.0 62.0 83.7 83.7 t 10.0 123.6 0 53 -1 /8' 56.4 56.4 76.7 76.7 110.0 1 13.3 60" 57.2 57.2 78.5 78.5 110.0 115.8 00.. a 19 -1 /8" 77.7 77.7 104.9 104.9 110.0 154.9 24" 62.1 62.1 94.2 94.2 110.0 139.0 a'r ' 26-1/2 56.2 56.2 86.6 86.6 110.0 126.8 36 41.4 41.4 63.8 63.8 100.3 93.3 L) c 38 -3/8" 36" i n o 37 40.3 40.3 62.0 62.0 97.6 90.8 48" 41.4 41.4 62.9 62.9 98.8 93.3 n m 53 -1 /8' 38.8 38.8 54.8 54.8 90.7 87.6 60" 39.2 39.2 49.8 49.8 88.3 88.3 O < 19 -1 8" 72.0 72.0 97.1 97.1 110.0 143.4 24" 62.0 62.0 83.7 83.7 110.0 123.6 t3; ui a c 26-1 56.2 56.2 77.0 77.0 110.0 113.7 36 41.4 41.4 62.9 62.9 98.8 93.3 w W w ►.. n 37" 50 -9/8 40.3 40.3 58.8 58.8 94.7 90.8 48" „ a8" 31.0 31.0 47.8 47.8 75.2 70.0 1 3 - " cl J 53-1/8" 29.4 29.4 45.3 45.3 71.3 66.4 60" - - 42.1 42.1 75.2 70.0 � W 19-1/a" 68.8 68.8 92.9 92.9 110.0 137. 24" 57.2 57.2 78.5 78.5 110.0 115.8 26- 46.8 46.8 69.5 69.5 106.3 106.3 36" 39.2 39.2 49.8 49.8 88.3 88.3 37" 63" 36.6 36.6 45.9 45.9 85.1 85.1 4$" 60' - - 42.1 42.1 75.2 70.0 O Z 53 -1 /e" - - 40.2 40.2 67.9 63.2 60' - - 38.1 38. t 60.2 56.0 0 w 19 -1 /e" 67.0 67.0 90.4 90.4 110.0 133.5 24" 52.2 52.2 75.3 75.3 110.0 111.2 3 W 26-1/2 41.7 41.7 59.7 59.7 102.2 102.2 36" 30.0 30.0 39.8 39.8 82.4 82.4 p o Q 74 -1 /4" 72" Z tr 37" 28.6 28.6 37.5 37.5 80.1 80.1 48 - - 34.3 34.3 69.5 69.5 3 O s ° 1 53-1/a - I - - - - 65.2 63.2 60" - - - - 60.2 56.0 �= W 24" 49.2 49.2 72.2 72.2 108.1 108.1 w N r M 36" - - 34.5 34.5 78.6 78.6 U g 3 84" n. 5 z LL- 48" - - - - 64.9 64.9 60" - - - - - - p 24" 46.6 46.6 68.6 68.6 105.9 105.9 V d 36" - - 31.4 31.4 76.0 76.0 _. 48" - - - - 61.8 61.8 24" 45.3 45.3 66.1 66.1 104.3 104.3 - - 74.1 74.1 g t 48 108" - - - - - - 60 - - - - - - La 24" - - 51.6 51.6 103.0. 103.0 u 36" - - - - 72.7 72.7 = 120" �; S 48 " - - - - - - r u 2 o 60" - - - - - - °o �,,,•- Eny. OR. HUUAYOUN FARBF a l i d STRUCTURES � N FL& 1" r •� � �� PE � • 1 6557 COX 0 �va.a pb OZ- o6 /3.p/ a fie. D.ce 002 $ v` 7 A r- Ur owing no. Co. D LOAD CAPACITY - PSF XX GLASS DESIGN LOAD CAPACITY - PSF ( 3 / 18- TEMP. GLASS PMIEI. Wim NOININAL NO REM DOOR tNEK;FNT W ( +) M ( -) MED. REM pR W I M ( -) NAVY REINF: OR t +) NT. ( -) 2/6 HEAVY REINF. W- ( +) I M t 50.0 74.4 66.7 KO 70.0 669 3/0 4/0 6/e 50.0 65.0 K7 669 "0 669 50.0 54.0 66.7 61.3 70.0 66.9 46 4 46.4 66.7 729 709 81.7 5/0 2/6 50.0 50.0 59.6 66.7 72.5 70.0 72.5 3/0 4/0 8/0 50.0 51A 66.7 72.5 70.0 72.5 4LO 42.0 63.4 63.3 70.0 72.5 36.7 36.7 55.3 55.3 70A 70.0 5/0 HEAD ANCHOR SPACING - 16' O.C. SILL ANCHOR SPACING - 21' O.C. JAMB ANCHOR SPACING - 21' O.C. O .. O � ° o .. % oI 09A2� XXOG DOORS TO BE PROTECTED WITH � JAMB ANCHOR SPACING - 21 • O.C. TESTED UNIT DADE COUNTY APPROVED IMPACT RESISTANT SSUZTIMS" i 014. DESIGN LOAD CAPACITY - PSF (3/16" TEMP. GLASS PANEL WIM NOI I NO REINF. DOOR HENGItf EXT. ( +) M. ( -) LIED. REINF. Off. ( +) I MR ( -) HEAVY REINF. W- ( +) I M t 2/6 50.0 74.4 60.7 1 97S 70.0 115.8 66.7 60.2 70A 109.2 3/0 4/0 50.0 6/8 50.0 65A 54.0 56.7 1 61.3 70.0 63.5 66.7 73.3 70.0 613 5/0 46.4 40.4 2/6 50.0 59A 66.7 69.6 96.6 50.0 51.6 66.7 77A 89.2 3/0 4/0 8/0 42.0 42.0 63.4 633 ".0 E70.0 79.7 36.7 36.7 55.3 55.3 70D 5/0 HEAD ANCHOR SPACING - 12' O.C. SILL ANCHOR SPACING „ 21' O.C. XXOG DOORS TO BE PROTECTED WITH � JAMB ANCHOR SPACING - 21 • O.C. TESTED UNIT DADE COUNTY APPROVED IMPACT RESISTANT SSUZTIMS" i 014. CODE 1994 EDMON FOR DADE COUNTY. ALSO FOR WIND AS PER ASCE 7 -88 USING CORRESPONDING LOADS. e~ woo BUCKS 8Y OTHERS. MUST BE ANC,WtW PROPERLY TO 7RANSFER LOADS TO TIIE SNTUMIURE. XXO (SHOW4 Xxx OXX (OPPOSITE) DRESSING OR STUCCO. Ox0 4. ALL STEEL IN CONTACT WRH ALUMINUM 70 BE PAINTED OR PLATED. cr • 8 y t0 v. � M � �z�.. O Go NLm2� p 1. THIS STRUCTURE S DESIGNED AS PER 7HE SOUTH FLORIDA BURRING LOADS CODE 1994 EDMON FOR DADE COUNTY. ALSO FOR WIND AS PER ASCE 7 -88 USING CORRESPONDING LOADS. e~ woo BUCKS 8Y OTHERS. MUST BE ANC,WtW PROPERLY TO 7RANSFER LOADS TO TIIE SNTUMIURE. Xxx cr • 8 y t0 v. � M � �z�.. O Go NLm2� p 1. THIS STRUCTURE S DESIGNED AS PER 7HE SOUTH FLORIDA BURRING LOADS CODE 1994 EDMON FOR DADE COUNTY. ALSO FOR WIND AS PER ASCE 7 -88 USING CORRESPONDING LOADS. e~ woo BUCKS 8Y OTHERS. MUST BE ANC,WtW PROPERLY TO 7RANSFER LOADS TO TIIE SNTUMIURE. 3. ANCHORS SHALL BE AS LISTED. SPACE AS SHOWN. ON DETAILS. ANCNOR EMBEDMENT TO BISE MARMAL, SHALL BE BEYOND WALL' DRESSING OR STUCCO. 4. ALL STEEL IN CONTACT WRH ALUMINUM 70 BE PAINTED OR PLATED. O Ergr. R.R. ! IUYAYOUN FAROOO PE FLA # 16557 LF fit a BY PRO Mm CODE coM OFFICE ACCEPTANCE =-OS� No. XO (SHM" ox (OPPOSRE) ;. .; ';' .. ;• •; •;• WOOD BUCKS NOT BY PINO WINDOWS, MUST SUSTAIN �� TYPICAL A NCHORS ; . ; • ; ; LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER d _ IN PAIRS • • • • • • • THEM TO THE BUILDING STRUCTURE. SEE ELEV./CHARTS FOR SPACING. • • • • • i • • • • • Z zo TYPICAL ANCHORS: N •: • i a : : •: 3/16 TAPCONS BY ELCO, OR o .. •..•• • .� d.. .. AN EQUAL SELF TAPPING CONC. ANCHOR HOLDING A CURRENT NOA. INTO 2BY WOOD BUCKS OR WOOD STRUCTURE ''� 1 • " • • • • • 1 -1 /4' MIN. - PENETRATION INTO WOOD V $ THRU t BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY Z v • • • • 1-1/2 MIN. EMBED INTO CONC. AT SILL O c 9 t 1 -1/4' MIN. EMBED INTO MASONRY AT HEAD AND JAMBS O _� c X18 OA SEALANTS: w � 4 I Z i _ 4 ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH i 'SCHNEE MOREHEAD 5504' SEALANT. 1 ' L OC KS c Z a 1 70 SURFACE MOUNT ZINC CAST HOOK LOCK BY 'DELTA IND.' OR NATIONWIDE ° F AT 39 -3/4" FROM BOTTOM ON EACH ACTIVE PANEL LOCK STILE I WITH KEEPER FASTENED AND SECURED TO JAMB AT LOCK POSITIONS. o OC rr 1 O G� 1 N V to • t0 M • • � d Q 1 3/16' TEMP. CLASS � . $ W z 3 0 s1Z.,. = —mss dto2 • � .i • i t i i 4 I C- Le71N(3 brrml SCALE 1 1 O 2 • B 1/ i1 ® O c • .•A . :•� . • t : _ :: • . i WEEP ItOTC1I• y t r ' ...� ., E"r. 1U"YOUI •� •• ,: . t • ' ; • APPROVED AS COMPLYING VW" TNH FLA. K 1057 WEEP NOICH • ' T ENDS •. 4' . ! . ' SOUTH FLORIDAMADMCDDE - $ • ,,{ AT ENDS IN PA a - a b SEE ELEV. FOR SPACING SEE a". FOR SPACING NO REINFORCING MEb. �,IrTFORCTNG DIVISION drawing no. H E= RZI»ORC N , ` W01 -28 ACCEPTANCENaO� • sheet 2 Of 4 .. o C • • • • • 1 BY OR ter s 1/4' Sm PANEL WI M WOOD BACK :- Nor •. _ D.L. 01 /a X 1/2' SCREWS •► m 1 N `• • • i0ma. PAIRL" ` MOVING PANEL - 10 . i V 1 14 ® I �_�� 8 .. NO REINFORCING -- n= PANEL. J - - - - - - - -- OPT - - -- /10 X i -1 4' FH SMS �1 ANGLE• F H SMS is X 1' SMS D.L. OPG. $ Z 44 PER O Q EXTERIOR PANEL WIDTH DOOR WIDTH ^ ANCHOIRS IYPIM ANCHORS IN z / IN PAKIS SEE MM. FOR SPACING V SEE EIM. FOR SPACMO to t/f to a O to • 1a � g a ES Z to N It 00 ® ® MEDIUM REINFORCING • 1e . a 7 19 C o _ �9r OR. MUMAYOUM FARON •� r` j P APPROVED AS COMPLYING WITH THE 1 • • L- .. ) - - SOUTH FtOR DA BUILDING CODE ® uul BY 6 ® ® HEAVY REINFORCING PR DIVISION drawing no. BUILDING COOS COMPLIANCE A p ACCEPYANCEN0. W01 -28 sheet 3 o! 4 Y r l 4000 • • • • : • • • : • • • � ITEM f FART / RT p. DESCRIPn0N MATERIAL MANY./SUPPLIER/REMARKS An � a • •• 1 PW -3 -000 -1 FRAME HEAD 6063-75 - • • • � n137 8 2 PW- S -OOp_2 3 FRAME SILL 6063 -T6 1.781 3 PW -s -000 -3 2 FRAME JAMB 6063.76 - o L • • B 4 PW -S- 000 -4 2/ PANEL TOP & 80170Y RA L. 6063 -T5 - `j• L s PIpN- 8_000, - 1 5 iJ PANEL LOCK STILE 6063 -TS - N o. 1.345 L68B • • � • • • • • • 6 PW -8 -000 -B i 9�tTT PANEL ER M 6063 tS - v • • ' 2 00 7 PW- 5- 01109H i/ PANEL FEMALE ASTRWIAL 6063 =73 - F RAM E H INTERLOCK 8 - s -000 -i .1 ASTRAGAL STFFENER 6063 -75 - p ,� • • • • • • • • • • • • 0 - 4/ i9L PANEL FD(. PANEL CLIP ALUM AT 24' O.C. 4 Lem • • • • • • • • • 10 FP -223 AS REDO. GLAZING GASKET VINYL PROTOTYPE PLASTICS V i • i 00 • 2 i r 11 FP-37 AS REOD. FLAP WEATHERSTRIPPING VINYL PROTOTYPE PLASTICS Z g • • • • • (- - " 12 SSS3 AS RECD. PILE WTTH FIN WEATHERSTRIPPING - ULTRAFAS p W .375 1.300 .698 13 2023 AS RECD. PILE Wlti FIN WEATHERSTRIPPING - ULTRAFAB O a it A 14 2021 AS READ. PLE WITH FIN WEKIHERSTRIPPINQ - ULTRAFAII A62 ,6q9 1030 2242 2-%2 Is - 1/ PMEL PANEL RETAINER CLIP (9/16 X 7/8 X 1/8 X 4 LONG) ALUM AT FRAME SILL 12IN2 y 16 - i ASTRAGAL RETAMIER CUP (3/4 X 3/4 X 1/8 X 1 -314 LONG) ALUM AT FRAME HEAD N LOCK STU 17 - .2 FILED INTTRI.DCK CLIP (2 X 2 X 1/5 X 4-1/4 LONG) ALUM AT FRAME HEAD AND SRI. ise9 16 - AS REOD. INTERLOCK R13W. BAR (1 -1/2' X 1/47 STEEL FOR MEDMN DOORS '� 19 - AS RECD. I WtLDCK REINF. BAR (1 -1/2 X 1/27 STEEL FOR HEAVY DOORS a, 20 - AS READ. BOTTOM RAIL REINF. TUBE (3/4' X 3/4 X 1/87 ALUM - O ri i .388 E.402 L594� 21 30025/902 1/ NIX PANEL FLUSH MOLINT HOOK LOCK - AT 30 -3/4 FROM BOTTOM E:000 22 - - LACK KEEPERS AT LACK LOG1110NS - AT 39 -3/4' FROM 80TTOM _ A68 FEMALE ASTRAGAL $TI EVER 23 19- 7823 -212 2/ WL PANEL ROLLER ASSOMY - REFI.ECTOLITE PRODUCTS 24 X10 X 3 /$' 1/ CORNER PANEL ASSEMBLY SCREWS - - Z • �7S m .3" BOT TOP /TOM RAIL 693 S t a AW P.' FIX. PANEL CLIP 2 '� Z co .. N 0. so 3f 0 �.lOS • W FRAME JAMB c w 4A06 o L406 Uft .730 Enq DR. HUMAYOUH F AR00Q Y E�.000 SIRUCTulto APPROM AS COMPL. M WITH THE 1 i FUL PE / 16667 SOUTH FLORIDA KW CODE 8 .375 dw 3 a TYP 4434 TV. 2�4� BUILDINOCODE OCOI�IIANCEeOFPICB drawing no. AccEPTANCENO.O�- W01 -2 8 FRAME SILL sheet 4 of 4 • f SNORES y CITY E N ree IN F LORIDA Miami Shores Village COPY Building Department 10050 N.E. 2 nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 05 -1281 Job Name: Addition for Reese Res. September 29, 2006 Page 1 of 3 Building Critique Sheet 2 nd REVIEW ITEMS 2, 4 & 5 HAVE NOT BEEN CORRECTED 1. Plans must be submitted to DERM, HRS for approval and to Miami Dade County Planning & Zoning xfbafr Product Approvals for the fixed, single hung windows, sliding glass doors and mullions for the multiple windows in the same \ \�� opening have not been submitted. (STILL MISSING) 3. Plans eall for impaet glass on all glazing and windows to be by g lass aet, the use of shutteFs is proposed. if this ist#re ease have the Arehiteet remove the notes from the plans. �Y 4. Submit permit application and paperwork from a Licensed \} LJ Roofing Contractor. APPLICATIONS FOR MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTOR HAVE NOT BEEN SUBMITTED. PROVIDE APPLICATION FOR THE INSTALLATION OF THE HURRICANE SHUTTERS. (STILL MISSING) 5. As per Florida Existing Code 707.5.1 " An engineering ,., valuation and analysis that establishes the structural adequacy of the altered structure shall be prepared by a registered architect or engineer and submitted to the building code official, where more than 30% of the total sum of floor and roof areas of the building are involved in structural alteration "(STILL MISSING) Claudio Grande CBO 305- 795 -2204 S NORES & 1 93i MI .Ot.� y �LORIDp' Miami Shores Village CU Y Building Department 10050 N.E. 2 " Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 05 -1281 Job Name: Addition for Reese Res. April 6, 2006 Page 1 of 3 Building Critique Sheet v1�Plans must be submitted to DERM, HRS for review and approval and to Miami -Dade County Planning & Zoning for payment of impact fees. 2 Provide Product Approvals fo the fixed and single hung windows. 54D `yiv <l1v./S 7 n /o7U .'p`4 - - Plans call for impact glass on all glazing and windows to be by PGT. Product approvals submitted are for Pino windows and glass is not impact, the use of shutters is proposed. If this is the case have the Architect remove the notes from the plans. 4. ubmit permit application and paperwork from a Licensed Roofing Contractor. 0 5. As per Florida Existing Code 707.5.1 " An engineering evaluation and analysis that establishes the structural adequacy of the altered structure shall be prepared by a registered architect or engineer and submitted to the building code official, where more than 30% of the total sum of floor and roof areas of the building are involved in structural alteration" Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305- 795 -2204 ext.1430 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. D5 -- 12 $ / Job Name Date ! 2 J 211,0 r y60 1 7 STRUCTURAL CRITIQUE SHEET ✓ m d "` -v i s .. TA -'c- m je: N T q Jf a Rc - .5 - ; de v1OJ koleo/ cad < 7 C3 P&141' Wo ©d .anj y ,�, f e e e XLL wi DeIvs alp s ZONING CRITIOUE SHEET PERMIT # 0� JOB ADDRESS: APPLICANT: APPLICATION: 1 2222 - R emr <r r,,,4 oa DATE COMMENTS INITIALS � n O Y.L)4 411 km o4 1' 1a 9 s r 11 �� IV ( C c J eZ4 4 o rl Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. e5 `2 ' I Job Name R E � - Date / STRUCTURAL CRITIQUE SHEET et Q1 x,17 ®t , i� C.- cz- 0 IVELED TESTING & ENGINEERING SERVICES, INC. SOIL STATEMENT r Building Official March 2 , 2006 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL. 33138 RE: Residence 960 NE 97 Street Miami Shores, Florida NTES Project Number: SS- 0603159 Dear Sirs, As per your request and authorization, a representative of Nelco Testing and Engineering Services, Inc. has inspected the soils at the above referenced property. It is our professional opinion that the existing soil inspected is suitable for support of the proposed construction and that the bearing capacity of the soils found meet or exceed 2000 psf. Nelco Testing and Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please call us at (305)259 -9779. Respectfully Submitted Nelco Testing and Engine' 'ng Services, Inc. Garcia Profession ,ng er loo. 56712 ride 13370 SW 131 Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 d� �zS rry COMPUTATIONS 115 0� Project: Reese Residence 960 N.E. 97th Street Miami Shores, Florida Architect: Smith & Smith Design Corporation Date: 12/09/2005 ARBAB ENGINEERING, INC ALIAKBAR ARBAB - CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 FL P.E. NO. 35460 NORTH MIAMI, FLORIDA 33181 PHONE NO. (305) 891 -5049 FAX. NO. (305) 891 -0504 EB NUMBER: 0007488 PE N0. 35460 ' Zf �2 0 �- ARBAB ENGINEERING, INC. Consulting Engineers Design Loads • Roof Wood Trusses / Sheathing: 7.00 psf Tile : 12.00 psf Roofing : 6.00 psf Ceiling : 5.00 psf Mech / Elect / Miscl : 3.00 psf I n s ulation : 2.00 psf Total DL:: 35.00 psf LL: 30.00 psf Total : 65.00 psf 1st Floor Concrete Slab 4": 48.33 psf Partition : 20.00 psf Tile : 20.00 psf Mech, Elect & Mscl : 2.00 psf Total DL: 90.33 psf LL : 40.00 psf Pool Deck) LL : 60.00 psf 8" Masonry Wall: 60.00 psf 8" Reinforced Masonry Wall: 100.00 psf 1st Floor (Wood Floor ) • Wood Joist / Sheathing : 10.00 psf Tile: 12.00 psf Mech / Elect/ Miscl : 8.00 psf Total DL: 30.00 psf LL: 40.00 psf Total : 70.00 psf 8" Masonry Wall: 60.00 psf 8" Reinforced Masonry Wall: 100.00 psf 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305- 891 -0504 ARBAB ENGINEERING, INC. .2 1 3 C Consulting Engineers Design Wind Pressure . Zone Gross Uplift Net Uplift Wall Pressure P.S.F Roofing 1) Negative -50.09 -50.09 2 Negative - 105.75 - 105.75 (3 ) Negative - 105.75 - 105.75 1 Over Hang 0 0.00 2 Over Han 102.04 - 102.04 3 Over Han 171.61 - 171.61 Short Trusses 1 Negative -50.09 -40.09 2 Negative - 105.75 -95.75 3 Negative - 105.75 -95.75 1 Over Hang 0.00 0 2 Over Han - 102.04 -92.04 3) Over Han 171.61 - 161.61 Mid Trusses 1 Ne ative -50.09 -40.09 2 Negative - 105.75 -95.75 (3 ) Negative - 105.75 -95.75 _ M Over Hang 0.00 0 (2 ) Over Han - 102.04 -92.04 O 3 Over Han - 171.61 - 161.61 O Long Trusses M 1 Negative -47.37 -37.37 II . 2 Negative -86.47 -76.47 t6 3 Negative -86.47 - 76.47 1) Over Hang 0 0 (2) Over Han - 102.04 -92.04 3 Over Han - 171.61 - 161.61 Girder Truss 1 Negative -47.52 -37.52 2 Negative -87.61 -77.61 3 Negative -87.61 -77.61 1 Over Hang 0 0 2 Over Han - 102.04 -92.04 3 Over Han - 171.61 - 161.61 Skew Girder Truss 1 Negative -49.70 - 39.70 2) Negative - 103.14 -93.14 3 Negative - 103.14 -93.14 1 Over Hang 0.00 0 2 Over Han - 102.04 -92.04 3 Over Han - 171.61 - 161.61 Walls 4 Field Negative :- 51.84 5 Corner Negative -58.34 4 & 5 positive 46.99 • 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING INC. 3 Consulting Engineers Design Wind Pressure • ZoneGross Uplift Net Uplift Wall Pressure P.S.F Roofing (Covered Patio ) 1) Negative 1 -71.89 -71.89 2 Ne ative - 108.99 - 108.99 3 Negative - 155.37 - 155.37 1 Over Han -78.55 -78.55 4= 2 Over Han -78.55 -78.55 O (3 ) Over Hang - 129.86 - 129.86 9 Joist (Covered Patio) M 1 Negative -71.89 -61.89 II 2 Ne ative - 108.99 -98.99 tII 3) Negative - 155.37 - 145.37 1 Over Han -78.55 0 2 Over Han -78.55 -68.55 3 Over Han - 129.86 - 119.86 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305-891-0504 ArchWind 98: Reese Residence L 3C Wind CASE A GABLE Any Height Direction 3 1 B �Ang L CASE B 2 F -- J H — a 1 Z 2 Plan 3 L —� Elevation AVERAGE WALL PRESSURE: For overturning calculations. WALL LINE PRESSURE AND HEIGHT ABOVE GROUND ACROSS WALLS 1 AND 2 LOAD = 950.99 lb /ft HEIGHT ABOVE GROUND = 11.6 ft ACROSS WALLS 3 LOAD = 1137.90 LB/FT HEIGHT ABOVE GROUND = 11.6 ft MAXIMUM ROOF LOAD MAX POS = 10.00 psf MAX NEG = -43.83 psf 1 ArchWind 98 : Reese Residence WALL PRESSURE OUTPUT (psfl WALLS 1 AND 2 HEIGHT WINDWARD LEEWARD SIDE ABS WIND +LEE(NO Internal) - ------------------------------------------------------------------------------------------------ 1 39.9 -19.6 -35.9 42.8 2 39.9 -19.6 -35.9 42.8 3 39.9 -19.6 -35.9 42.8 4 39.9 -19.6 -35.9 42.8 5 39.9 -19.6 -35.9 42.8 6 39.9 -19.6 -35.9 42.8 7 39.9 -19.6 -35.9 42.8 8 39.9 -19.6 -35.9 42.8 9 39.9 -19.6 -35.9 42.8 10 39.9 -19.6 - 35.9 42.8 11 39.9 -19.6 -35.9 42.8 12 39.9 -19.6 -35.9 42.8 13 39.9 -19.6 -35.9 42.8 14 39.9 -19.6 -35.9 42.8 15 39.9 -19.6 -35.9 42.8 16 40.3 -19.6 -35.9 43.1 17 40.6 -19.6 -35.9 43.5 18 41.0 -19.6 -35.9 43.9 19 41.4 -19.6 -35.9 44.2 20 41.7 -19.6 -35.9 44.6 21 42.1 -19.6 -35.9 45.0 22 42.5 -19.6 -35.9 45.4 WALLS 3 HEIGHT WINDWARD LEEWARD SIDE ABS WIND +LEE(NO Internal) --------------------------------------------------------------------------------------------------- 1 39.9 -28.1 -35.9 51.2 2 39.9 -28.1 -35.9 51.2 3 39.9 -28.1 -35.9 51.2 4 39.9 -28.1 -35.9 51.2 5 39.9 -28.1 -35.9 51.2 6 39.9 -28.1 -35.9 51.2 7 39.9 -28.1 -35.9 51.2 8 39.9 -28.1 -35.9 51.2 9 39.9 -28.1 -35.9 51.2 10 39.9 -28.1 -35.9 51.2 11 39.9 -28.1 -35.9 51.2 12 39.9 -28.1 -35.9 51.2 13 39.9 -28.1 -35.9 51.2 14 39.9 -28.1 -35.9 51.2 15 39.9 -28.1 -35.9 51.2 16 40.3 -28.1 -35.9 51.6 17 40.6 -28.1 -35.9 52.0 18 41.0 -28.1 -35.9 52.4 19 41.4 -28.1 -35.9 52.7 2 ArchWind 98: Reese Residence ` bq 20 41.7 -28.1 -35.9 53.1 21 42.1 -28.1 -35.9 53.5 0 22 42.5 -28.1 -35.9 53.8 ROOF OUTPUT PRESSURES (psi DIST FROM WINDWARD EDGE. POS NEG -------------------------------- 0.0 TO 6.4 10.0 -43.8 6.4 TO 12.7 10.0 -43.8 12.7 TO 25.5 10.0 -29.5 25.5 TO END 10.0 -29.5 • 3 ArchWind 98 : Reese Residence t 6 39 CONSTANTS USED Kz at Top of Wall = 0.92 q at Bottom of Wall = 46.38 psf Dim Perp. to Ridge = 59.35 ft q at Top of Wall = 50.2 psf Dim Parallel to Ridge = 25.69 ft Cp at Bottom of Wall = 0.8 Roof Angle = 14.06 deg. Cp at Top of Wall = 0.8 Mean Roof Height= 12.73 ft TREATED AS LEEWARD SIDE Wall Height = 21.83 ft Kz = 0.85 Max Height of Openings = 7.17 ft q = 46.38 Gust Factor Walls 1, 2 = 0.85 Cp = -0.28 Gust Factor Walls 3 = 0.85 TREATED AS SIDE WALLS Gust Factor Roofs = 0.85 Kz = 0.85 Wind Speed, V = 146.0 mph q = 46.38 Exposure Cat. = C Cp = -0.70 Importance Cat. = 2 ✓ Internal Pressure Exposure coef, Kzi = 0.85 CONSTANTS FOR WALLS 3: Internal Velocity Pressure, qi = 46.38 psf Internal Pressure Coef, GCPi = 0.18 v TREATED AS WINDWARD SIDE Topographic Factor, Kzt = 1.00 Kz at Bottom of Wall = 0.85 Wind Direction Factor, Kd = 1.00 V Kz at Top of Wall = 0.92 q at Bottom of Wall = 46.38 psf MAIN PRESSURE EQUATIONS ARE AS FOLLOWS: q at Top of Wall = 50.2 psf Cp at Bottom of Wall = 0.8 P = gGCp- gi(GCpi) Cp at Top of Wall = 0.8 or P = gGCp +gI(GCpi) TREATED AS LEEWARD SIDE The worst case of the above are used. Kz = 0.85 If any component across the walls is less than q = 46.38 10 psf, 10 psf is used as a minimum pressure. Cp = -0.50 Constants are described as follows: TREATED AS SIDE WALLS qi, Internal Velocity Pressure Kz = 0.85 q, Velocity Pressure q = 46.38 Kz, Velocity Pressure Exposure Coef. Cp = -0.70 Cp, External Pressure Coef. Main wind force resisting systems are based on CONSTANTS FOR ROOF: ASCE 7 -98 Section 6.5.12.2 Kz = 0.85 CONSTANTS FOR WALLS 1 AND 2: q = 46.38 psf Cp values vary and are based on TREATED AS WINDWARD SIDE ASCE 7, fig. 6 -3 Kz at Bottom of Wall = 0.85 4 Archwind 98 : Reese Residence (39 2 13 t2l 3 1 3 2 X 2 ....3 \ !2 / 2 2 1 2 2� 2 a 1I I1 2 3 2 3 3 2II3 a a 3 2 1 \ ' 213 � a� Gable Hip -- Hip 1- h COMPONENTS AND CLADDING HIP AND GABLE ROOFS - CONSTANTS USED HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Ref: ASCE 7 -98, Equation 6 -17 Structures less than or equal to 60 ft Roof Angle is between 10 and 30 degrees. Structure is less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Eave Height = 12.73 ft AREA PRESSURE (psf) Area= 10.00 sf ----- ---- --------- -- --- --- Area of Overhang = 0.00 sf 1 MAX = 31.54 Cp VALUES 1 MIN = -50.09 AREA Cp 2 MAX = 31.54 ---------------------- 2 MIN = 105.75 1 0.50,-0.90 3 MAX = 31.54 2 0,50,-2.10 3 MIN = - 105.75 3 0.50,-2.10 Over Hang Along Area 1 VALUE = 0.00 Along Area 1 Over Hang 0.00 Over Hang Along Area 2 VALUE = - 102.04 Along Area 2 Over Hang -2.20 Over Hang Along Area 3 VALUE = - 171.61 Along Area 3 Over Hang -3.70 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal'Pressure Coef, GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • Archwind 98 : Reese Residence 139 j3 2 3323 3 2 -2 2 2 12 1 2 2 1 21 a I _ � 2 3 2 3 E3 :21 3 a a 3 2 2� -a F4 aj Gable rang, — Hip h COMPONENTS AND CLADDING HIP AND GABLE ROOFS - CONSTANTS USED HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Ref: ASCE 7 -98, Equation 6 -17 Structures less than or equal to 60 ft Roof Angle is between 10 and 30 degrees. Structure is less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Eave Height = 12.73 ft AREA PRESSURE (psf) Area = 1.83 sf ------------- - - ---- ---- Area of Overhang = 2.00 sf 1 MAX = 31.54 Cp VALUES 1 MIN = -50.09 AREA Cp 2 MAX = 31.54 ---------------------- 2 MIN = - 105.75 1 0.50,-0.90 3 MAX = 31.54 2 0.50,-2.10 3 MIN = - 105.75 3 0.50,-2.10 Over Hang Along Area 1 VALUE = 0.00 Along Area 1 Over Hang 0.00 Over Hang Along Area 2 VALUE _ - 102.04 Along Area 2 Over Hang -2.20 Over Hang Along Area 3 VALUE _ - 171.61 Along Area 3 Over Hang -3.70 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coef£ Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coe£, GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Reese Residence v' j3 2 3 3 2 3 3 ] 2 L 3 -- ! 2X�2 i 12 1 2 2 1 2 a 11 1 2 �2 3 2 ±33 23; -ra a_,_ 3 2�2�3 � a }- �� -- - 1 Gable ' \g Hip an ,, h COMPONENTS AND CLADDING HIP AND GABLE ROOFS - CONSTANTS USED HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Ref: ASCE 7 -98, Equation 6 -17 Structures less than or equal to 60 ft Roof Angle is between 10 and 30 degrees. Structure is less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Eave Height = 12.73 ft AREA PRESSURE (psf) Area = 5.50 sf --- - --- ----- Area of Overhang = 4.00 sf 1 MAX = 31.54 Cp VALUES 1 MIN = -50.09 AREA Cp 2 MAX = 31.54 ---------------------- 2 MIN = - 105.75 1 0.50, -0.90 3 MAX = 31.54 2 0.50,-2.10 3 MIN = 105.75 3 0.50,-2.10 Over Hang Along Area 1 VALUE = 0.00 Along Area 1 Over Hang 0.00 Over Hang Along Area 2 VALUE = - 102.04 Along Area 2 Over Hang -2.20 Over Hang Along Area 3 VALUE = - 171.61 Along Area 3 Over Hang -3.70 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coef£ Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coe£, GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Reese Residence 1 t (3q 3 2 3 3 2 3 1 3 -_ - - 3✓ 2 3 2 /2 2 1 2 2 1 21 a 1I I1 3233 23 a a 3 \ __ ... _ 3_ a T Gable yang ; Hip I_ h COMPONENTS AND CLADDING HIP AND GABLE ROOFS - CONSTANTS USED HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Ref: ASCE 7 -98, Equation 6 -17 Structures less than or equal to 60 ft Roof Angle is between 10 and 30 degrees. Structure is less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Eave Height = 12.73 ft AREA PRESSURE (psf) Area = 41.56 sf -------- --- --- ---- --- - Area of Overhang = 4.00 sf 1 MAX = 25.89 Cp VALUES 1 MIN = -47.37 AREA Cp 2 MAX = 25.89 ---------------------- 2 MIN = -86.47 1 0.38,-0.84 3 MAX = 25.89 2 0.38,-1.68 3 MIN = -86.47 3 0,38,-1.68 Over Hang Along Area 1 VALUE = 0.00 Along Area 1 Over Hang 0.00 Over Hang Along Area 2 VALUE = - 102.04 Along Area 2 Over Hang -2.20 Over Hang Along Area 3 VALUE = - 171.61 Along Area 3 Over Hang -3.70 Velocity Pressure Roof., q = 46.38 psf Dimension a = 3.00 ft Exposure Coef£ Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Reese Residence 3 ` 3 2 .... 3 2 3 3 2 2 3 2 2 12 1 2 2 1 2 ' a 2 3 2 3 3 2 3 '' a a 3 2 2 a 'a' Gable g� - Hip . an h COMPONENTS AND CLADDING HIP AND GABLE ROOFS - CONSTANTS USED HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Ref: ASCE 7 -98, Equation 6 -17 Structures less than or equal to 60 ft Roof Angle is between 10 and 30 degrees. Structure is less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Eave Height = 12.73 ft AREA PRESSURE (psf) Area = 39.10 sf --------- "' ------ - Area of Overhang = 4.00 sf 1 MAX = 26.27 Cp VALUES 1 MIN = -47.52 AREA Cp 2 MAX = 26.27 ---------------------- 2 MIN = -87.61 1 0.39, -0.84 3 MAX = 26.27 2 0.39,-1.71 3 MIN = -87.61 3 0.39,-1.71 Over Hang Along Area 1 VALUE = 0.00 Along Area 1 Over Hang 0.00 Over Hang Along Area 2 VALUE = - 102.04 Along Area 2 Over Hang -2.20 Over Hang Along Area 3 VALUE = - 171.61 Along Area 3 Over Hang -3.70 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, K21= 1.00 Wind Direction Factor, Kd = 1.00 ARBAB ENGINEERING, INC. 13 (�C Consulting Engineers Wind Loads Computations Enclosed Structure Input B = 25.69 ft 25' -84 L = 59.35 ft Mean Roof Height ( H ) = 12.73 ft1 Wall Height = 21.83 ft Wall Area (48" c.c.) = 87.33 ft _ Roof Angle = 14.06 ° - Roof Area = 10.00 ft2 -- Area of OverHang = 0.00 ft < Short Truss Area = 1.83 ft A in rea of OverHang for Truss = 2.00 ft2 I Mid Truss Area = 5.50 ft 2 Area of OverHang for Truss = 4.00 ft Long Truss Area = 41.56 ft -` Area of OverHang for Truss = 4.00 ft2 Girder Truss Area = 39.10 ft Area of OverHang for GT = 4.00 ft Skew Girder Truss Area = 12.81 ft Area of OverHang for GT = 5.67 ft Exposure: C Importance: II ® 1B a c c'' co ASCE Combinations: NO Stucture type : Enclosed Structure Rigidity : Rigid Basic Wind Speed: 146.00 M.P.H. Max Opening Height = 7.17 ft See Computer Output: Windward + Leeward = 53.80 psf Covered Patio I nput B = 25.69 ft L = 59.35 ft Mean Roof Height ( H ) = 9.50 ft Roof Angle = 0.00 ° Roof Area = 10.00 ft Area of OverHang = 0.00 ft Rafter Area = 8.00 ft Area of OverHang for Rafter = 3.23 ft Stucture type : Partially Open 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB E 13q ENGINEERING, INC. Consulting Engineers Diaphragm Design - Direction "X" Height Tributary = 7.25 ft Width = 27.67 ft Windward + Leeward = 53.80 psf -- — - - -- Total Horizontal Load = 10.79 kips -- - -- - - -- Total Horizontal Load per Side = 5.40 kips — ------ -- Length of Nailing Dir. X = 25.69 ft ti Total Horizontal Load per foot = 210.05 Ibs /ft t ' Nailing Design Using 10d Nails Allowable Shear per Nail = 142.50 Ibs /Nail N° of Nails required per foot = 1.47 Nails /ft Space required between Nails = 8.14 inches Use 1 RQw otJOd it 0 Vgx- A e 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, S G INC. Consulting Engineers Diaphragm Design - Direction "Y" • Height Thbutwy = 7.25 ft Width = 25.69 ft Windward + Leeward = 53.80 psf Total Horizontal Load = 10.02 kips ! I I I I Total Horizontal Load per Side = 5.01 kips - _LLI —L—l_ Length of Nailing Dir. X = 27.67 ft Total Horizontal Load per foot = 181.07 Ibs /ft ___— Nailing Design Using 10d Nails Allowable Shear per Nail = 142.50 Ibs /Nail N° of Nails required per foot = 1.27 Nails /ft t Space required between Nails = 9.44 inches Use 1 Row f " � ) 0 10d Nails C� 6 c.c. Along the Edge i 11900 Biscayne Blvd., Suite # 508 �■�' North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. Ito Consulting Engineers �P alift Interior Area ort Sh Truss at concrete B am Length T,ributary = 2.13 ft Uplift = 406.94 Ibs Width Tributary = 2.00 ft Gravity = 276.25 Ibs Overhang Length Tributary = 1.17 ft Uplift = - 214.76 Ibs Width Tributary = 2.00 ft Gravity = 151.67 Ibs Total Uplift = - 621.70 Ibs Total Gravity = 427.92 Ibs _Mid Truss at Concrete Beam : Interior Area Length Tributary = 3.83 ft Uplift = - 734.08 Ibs Width Tributar = 2.00 ft Gravity = 498.33 lbs Overhang Length Tributary = 1.17 ft Uplift = - 214.76 Ibs Width Tributary = 2.00 ft Gravity = 151.67 Ibs Total Uplift = - 948.84 Ibs Total Gravity = 650.00 Ibs ona Truss at Concret Beam : Interior Area Length Tributary = 10.83 ft Uplift = - 1278.88 Ibs Width Tributary = 2.00 ft Gravity = 1408.33 Ibs Overhang Length Tributary = 1.17 ft Uplift = - 214.76 Ibs Width Tributary = 2.00 ft Gravity = 151.67 Ibs Total Uplift = - 1493.64 Ibs Total Gravity = 1560.00 Ibs ,Joist at Wood Beam Interior Area Length Tributary = 5.50 ft Uplift = 725.93 Ibs Width Tributary = 1.33 ft Gravity = 476.67 Ibs Overhang Length Tributary = 1.67 ft Uplift = - 152.33 Ibs Width Tributary = 1.33 ft Gravity = 144.44 Ibs Total Uplift = - 878.26 Ibs Total Gravity = 621.11 Ibs 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. r t Consulting Engineers Joist at Ledger Interior Area Length Tributary = 5.50 ft Uplift = - 725.93 lbs Overhang Width Tributar = 1.33 ft Gravity = 476.67 lbs Length Tributar = 0.00 ft Uplift = 0.00 lbs Width Tributary = 1.33 ft Gravity = 0.00 lbs Total Uplift = - 725.93 lbs Total Gravity = 476.67 lbs Interior Area Girder Truss at Concrete Beam Length Tributary = 10.83 ft Uplift = - 4063.75 lbs Width Tributary = 4.83 ft Gravity = 3403.47 lbs Overhang Length Tributary = 1.67 ft Uplift = 306.80 lbs Width Tributar = 2.00 ft Gravity = 216.67 lbs Total Uplift = - 4370.55 lbs Total Gravity = 3620.14 lbs Interior Area ke Sw Girder Truss at Concr t Beam Length Tributar = 2.92 ft Uplift = - 814.98 lbs Width Tributary = 3.00 ft Gravity = 568.75 lbs Overhang Length Tributary = 1.67 ft Uplift = - 306.80 lbs Width Tributar = 2.00 ft Gravity = 216.67 lbs Total Uplift = - 1121.78 lbs Total Gravity = 785.42 lbs 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. ( Consulting Engineers Connecti Between Short Trusses and Concrete Beam Maximum Horizontal Forces = 53.80 psf Maximum Uplift = - 621.70 Ibs Maximum Gravity = 427.92 Ibs Computation for reaction B = 27.67 ft Height = 7.25 ft Reaction H = 10.79 Kips ( total ) Reaction H = 5.40 Kips ( per side ) L = 25.69 ft Truss Spacing = 24.00 in Reaction H = 420.10 Ibs ( per Truss ) Reaction V = 621.70 Ibs ( per Truss ) T e Us Uplift L1 Acce tance 1 NVSTA 22 1221.001 1671.00 03- 0224.10 Lateral interaction Horizontal Farce + Uylift Farce Ht rl ac�ntal Capacityf Uplift Capacity 420.10 _ 621.70 0.76 Ok!! 1671.00 1221.00 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax 305- 891 -0504 ARBAB ENGINEERING, INC. �Q �T ( 3-1 Consulting Engineers Connecti Between Mid Trusses and Concrete Beam_ • Maximum Horizontal Forces = 53.80 psf Maximum Uplift = - 948.84 Ibs Maximum Gravity = 650.00 Ibs Computation for reaction B = 27.67 ft Height = 7.25 ft Reaction H = 10.79 Kips ( total ) Reaction H = 5.40 Kips ( per side ) L = 25.69 ft Truss Spacing = 24.00 in Reaction H = 420.10 Ibs ( per Truss ) Reaction V = 948.84 Ibs ( per Truss ) Type _ Use: Uplift L1 Acceptance 2 NVHTA 22 2133.00 1617.00 03- 0508.04 Lateral interaction Horizontal Force + UVIift Force � t Horizontal Capacity Uplift Capacity 420.10 948.84 1617.00 + 2133.00 0.70 Ok!! . 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305- 891 -5049 Reese Residence Fax 305- 891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers Connection Between Long Trusses and Concrete Beam • Maximum Horizontal Forces = 53.80 psf Maximum Uplift = - 1493.64 lbs Maximum Gravity = 1560.00 Ibs Computation for reaction : B = 25.69 ft Height = 7.25 ft Reaction H = 10.02 Kips ( total) Reaction H = 5.01 Kips ( per side ) L = 27.67 ft Truss Spacing = 24.00 in Reaction H = 362.15 Ibs ( per Truss ) Reaction V = 1493.64 Ibs ( per Truss ) Type Use: uplift L1 I Acceptance 2 NVHTA 22 2133.00 1617.00 1 03- 0224.10 Lateral interaction Horizontal Fnrce + Uplift Force Horizontal Capacity Uplift Capacity 362.15 1493.64 1617.00 + 2133.00 0.92 Ok!! 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 -891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers Connection Between Joist and Wood Beam • Maximum Horizontal Forces = 53.80 psf Maximum Uplift = - 878.26 Ibs Maximum Gravity = 621.11 Ibs Type #NVH'q' : U lift L1 Acceptance 3 T24 1020.00 0.00 01- 0912.05 L /R 52 5.00 253.00 04- 0510.03 Connection Between Joist and Ledger Maximum Horizontal Forces = 53.80 psf Maximum Uplift= - 725.93 Ibs Maximum Gravity = 476.67 Ibs Type Use: Uplift Gravity Acceptance 4 JL210 995.00 1560.00 01- 0327.04 (1 RT24 1020.00 0.00 01- 0912.05 • • 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 -891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. 3q Consulting Engineers Connection Between Girder Truss and Concrete Beam • Maximum Horizontal Forces = 53.80 psf Maximum Uplift = - 4370.55 Ibs Maximum Gravity = 3620.14 Ibs Type Use: Uplift Gravity Acceptance 5 2 Ply GT Single Bolted 2 5/8" Hilt! Kwik Bolt 5800.00 _ s i /2k Max. Uplift= .5800.00 Ibs Q Uplift per Leg = 2900.00 Ibs Uplift per Bolt = 2900.00 Ibs /a TYP. TOF OF � r{TYP. CONC. BEAM; c Use Hilt! Kwik Bolt II cp = 5/8" Allowable Shear = 3826.00 Ibs OK!! Allowable Tension = 2925.00 Ibs rt ......... ..Q4 4 Min. Embedment (in) = 4.00 W \ "M1 a Min. Edge Distance (in) = 4.00 4 S' 3 9 . Min. c.c. Distance (in) = 6.00 Wood Member Check _ � 32• Material Properties . Southern Pine N° 2 Checking For Shear: f„= (3v) /(2bd} v = Shear v = 5800.00 Ibs b = total net width b = 3.00 in d = net height d = 36.00 in d'= min. distance from the edge to center of the bolt d' = 18.00 in Allowable Shear = 90.00 psi Condition for a 2 "x 4" member N° 2 T' = 80.56 psi < 90.00 psi ( Allowable Shear) Okll 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. ab aF og Consulting Engineers Connection Between Skew GT and Concrete Beam • Maximum Uplift = - 1121.78 Ibs Maximum Gravity = 785.42 lbs Type Use: Uplift Gravity Acceptance 6 NV358 -22 2245.00 - 04- 0510.03 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 -891 -0504 ARBAB ENGINEERING, INC. c iqC- Consulting Engineers Fastener Schedule No Type Seat / Header Straps / Truss UPLIFT N.O.A. 1 NVSTA 22 (12)16d 6 10d x1 1/2 1221.00 03- 0508.04 M 2 ',„. NVHTA 22 (24)16d 6 10d x1 1/2" 2133.00 03- 0508.04 got 3 (1 ) RT24 - (18)16d 1020.00 01- 0912.05 NVHCL /R 6) 10d x 11/2" 6 10d x 11/2" 525.00 04- 0510.03 4 J L210 14 10d 8 8d x 1 1/2" 995.00 01- 0327.04 1 RT24 6 10d x 11/ 6 10d x 11/2" 1020.00 01- 0912.05 5 2 Ply GT Single Bolted See Detail 5800.00 2 5/8" Hilti Kwik Bolt 01- 1001.03 6 6 NV358 -22 8 10d x 3 8 10d x 5" 2245.00 04- 0510.03 . __, a ;',•z .� �:.: s :. 1�..:: ' �..: x� Y''' �,�m6 [ Wi � 2 1 RT24 7 (18) 16d 1020.00 01- 0912.05 11900 Biscayne Blvd., Suite# 508 • North Miami, Fla 33181 Phone: 305 -891 -5049 Reese Residence Fax: 305- 891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers Windows & Door Pressure F FIN FLOOR HeN TRW o a R I C H T S I D E E L E V A T 1 O N * WEST Right Side Elevation Item Type /size Floor I Area I Zone I Pressure I Suction 1 st Module 1 Window 1 10.00 4 54.73 -59.37 2 Door 1 17.50 4 52.43 -57.63 3 Window 1 5.19 4 54.73 - 59.37 4 Window 1 4.00 4 54.73 -59.37 5 Window 1 4.00 4 54.73 -59.37 6 Window 1 1 4,001 4 1 54 473 -59.37 11900 Biscayne Blvd. Suite # ay t 508. North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 Ilk 52.43 1 —57.63 I 1=1 IL- I�t I 54.73 54.73 54.73 54.73 1 —59.37 —59.37 —59.37 EXIST. STRUCTURE -59.37 54.73 FIN. FLOOR I NEW ADDITION -- - -- EXIST. ----- - —59.37 1---------------- - - - - -- D R I G H T S I D E E L E V A T 1 0 N * WEST ARBAB ENGINEERING, INC. Sheet Pro Reese R esidence CONSULTING ENGINEERS Right Elevation 11900 BISCAYNE BLVD., SUITE 508 Drawn By. NORTH MIAMI, FLORIDA 33181 Date: PHONE NO. (305) 891 -5049 FAX NO. (305) 891 -0504 File: — c ARBAB ENGINEERING, INC. (3q► Consulting Engineers p2 1 Windows& Door Pressure FE D reY.eomw O 13 EAR E E VAT10N 5OW TH Rear Elevation Item Type / size Floor Area Zone Pressure Suction 7 Window 1 4.00 4 54.73 -59.37 8 Window 1 4.00 4 54.73 -59.37 9 Door 1 22.78 4 51.38 =56.79 10 Door 1 21.81 4 51.49 -56.88 11 Window 1 13.001 4 53.81 -56.87 12 Window 1 13.00 4 53.81 56.87 13 Window 1 13.001 4 53.81 -56.87 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax 305- 891 -0504 51.38 56.79 FED FMI 54.73 54.73 1.4 i' —59.37 —59.37 6.8 New 53.81 53.81 53.81 "E""°°"'°" a —58.67 —58.67 "E".,�°— 8.67 O C� REAR ELE VAT10N * SOUTH ARBAB ENGINEERING, INC. Project: Reese Residen CONSULTING ENGINEERS Rear Elevation 11900 BISCAYNE BLVD., SUITE 508 Drawn By. i NORTH MIAMI, FLORIDA 33181 Date: — PHONE NO. (305) 891 -5049 FAX. NO. (305) 891 -0504 File: — ARBAB ENGINEERING, INC. o cr 13 Consulting Engineers Windows & Door Pressure FED xtw eoono 01n.. 9TLE 1E I FFT D F F L F VATION * qU Left Elevation Item — Type / size Floor Area Zone Pressure Suction 14 Window 1 6.75 4 54.73 -59.37 15 Window 1 9.75 4 54.73 -59.37 16 Window 1 6.75 4 54.73 -59.37 17 Window 1 9.75 4 54.73 -59.37 C 11900 Biscayne Blvd: , Suite # 508 Y North Miami, Fla 33181 Phone: 305- 891 -5049 Reese Residence Fax: 305 - 891 -0504 54.73 54.73 — 59.37 54.73 —59.37 754.73 NEW AD DITION —59.37 EXIST. STRUCTURE —59.37 FIN. FLOOR EXI LEFT SIDE ELEVAT10N * EAST ARBAB ENGINEERING, INC. ct to Reese Residence CONSULTING ENGINEERS Left Elevation 11900 BISCAYNE BLVD., SUITE 508 Drawn By. — NORTH MIAMI, FLORIDA 33181 Date; — PHONE N0. (305) 891 -5049 FAX. N0. (305) 891 -0504 File. — ARBAB ENGINEERING, INC. 3� 139 Consulting Engineers Windows & Door Pressure p °� g 13 13 ®0E3 a O q O q q o ® lid 0 00 �13000000 FR ON T E LE VAT10 N * NORTH Front Elevation Item — Type / size Floor Area Zone Pressure Suction 18 Window 1 19.50 4 51.82 -57.16 19 Window 1 5.07 4 54.73 -59.37 20 Window 1 22.68 4 51.39 -56.80 21 Door 1 28.23 4 50.80 -56.28 22 Window 1 22.68 4 51.39 -56.80 23 1 Garage Door 1 112.00 4 46.11 -50.80 11900 Biscayne Blvd., Ivd., Suite # 508 North Miami, Fla 33181 Phone: 305- 891 -5049 Reese Residence Fax: 305- 891 -0504 ® ® 51.39 NEW °" 51.39 56.80 56.80 ®® ®10®13® 0 54.73 51.82 EAST. STRUCTURE NE " 1111®®® Exs`°°R —57.16 ®® ®®13 13 ®0 46.11 FR ON T ELEVATION * NORTH —50.80 ARBAB ENGINEERING, INC. Pro e t o Reese Residence CONSULTING ENGINEERS Front Elevation 11900 BISCAYNE BLVD., SUITE 508 Dawn By — ._.. NORTH MIAMI, FLORIDA 33181 Date: — PHONE N0. (305) 891 -5049 FAX. N0. (305) 891 -0504 File: — Archwind 98 : Reese Residence 3 " 3 2 33 23 3 - — 2 ,�y% 2 Li 2 ��2 I i2 1 2 2 1 2 a ! ll 1 2 2 3 2 3 3 23� a a 3 2 - ......... 1_?.. + h f a �' Gable Hip �ang h COMPONENTS AND CLADDING HIP AND GABLE ROOFS - CONSTANTS USED HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Ref: ASCE 7 -98, Equation 6 -17 Structures less than or equal to 60 ft Roof Angle is between 10 and 30 degrees. Structure is less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Eave Height = 12.73 ft AREA PRESSURE (psf) Area = 12.81 sf '- "- "'--- °----'-- Area of Overhang = 4.00 sf 1 MAX = 3 30 0.89 Cp VALUES 1 MIN = -49.70 AREA Cp 2 MAX = 30.89 ---------------------- 2 MIN = - 103.14 1 0.49, -0.89 3 MAX = 30.89 2 0.49,-2.04 3 MIN = - 103.14 3 0.49,-2.04 Over Hang Along Area 1 VALUE = 0.00 Along Area 1 Over Hang 0.00 Over Hang Along Area 2 VALUE = - 102.04 Along Area 2 Over Hang -2.20 Over Hang Along Area 3. VALUE = - 171.61 Along Area 3 Over Hang -3.70 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coe£, GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Reese Residence ' S 4 S h 4 51 5 a - a a If Roof Angle is —10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Mean Roof Height = 12.73 ft AREA PRESSURE (psf) Area = 87.33 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 46.99 AREA Cp 4 MIN = -51.84 ---------------------- 5 MAX = 46.99 4 0.83, -0.94 5 MIN = -58.34 5 0.83,-1.08 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coef£ Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Reese Residence 3 2 2 3 ang h a3 2 2 3 H a COMPONENTS AND CLADDING GABLE ROOF - CONSTANTS USED GABLE ROOFS Roof angle is less than or equal to 10 deg. Ref: ASCE 7 -98, Equation 6 -17 Structures less than or equal to 60 ft Roof Angle less than or equal to 10 deg. Structure is less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 0.00 deg Eave Height = 9.50 ft AREA PRESSURE (psf) Area= 10.00 sf --- --- --- --- - - - --- - Area of Overhang = 4.00 sf I MAX = 39.42 Cp VALUES 1 MIN = -71.89 AREA Cp 2 MAX = 39.42 ---------------------- 2 MIN = - 108.99 1 0.30,-1.00 3 MAX = 39.42 2 0.30,-1.80 3 MIN = - 155.37 3 0.30,-2.80 Over Hang Along Area 1 VALUE _ -78.85 Along Area 1 Over Hang -1.70 Over Hang Along Area 2 VALUE _ -78.85 Along Area 2 Over Hang -1.70 Over Hang Along Area 3 VALUE _ - 129.86 Along Area 3 Over Hang -2.80 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.55 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Reese Residence 3 2 2 3 -� ang 1 1 ' h a 3 2 2 3 — - - -- - — H a COMPONENTS AND CLADDING GABLE ROOF - CONSTANTS USED GABLE ROOFS Roof angle is less than or equal to 10 deg. Ref: ASCE 7 -98, Equation 6 -17 Structures less than or equal to 60 ft Roof Angle less than or equal to 10 deg. Structure is less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 0.00 deg Eave Height = 9.50 ft AREA PRESSURE (psf) Area = 8.00 sf --- ------------------------- Area of Overhang = 3.23 sf 1 MAX = 39.42 Cp VALUES 1 MIN = -71.89 AREA Cp 2 MAX = 39.42 ---------------------- 2 MIN = - 108.99 1 0.30,-1.00 3 MAX = 39.42 2 0.30,-1.80 3 MIN = - 155.37 3 0.30,-2.80 Over Hang Along Area 1 VALUE = -78.85 Along Area 1 Over Hang -1.70 Over Hang Along Area 2 VALUE = - 78.85 Along Area 2 Over Hang -1.70 Over Hang Along Area 3 VALUE = - 129.86 Along Area 3 Over Hang -2.80 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.55 Topographic Factor, KA = 1.00 Wind Direction Factor, Kd = 1.00 45` t lR Archwind 98 : Reese Residence I I5 5 h 4 4 51 5 a� a a If Roof Angle is —10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Mean Roof Height = 12.73 ft AREA PRESSURE (psf) Area = 4.00 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 54.73 AREA Cp 4 MIN = -59.37 ---------------------- 5 MAX = 54.73 4 1.00,-1.10 5 MIN = -73.28 5 1.00, -1.40 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coe£, GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Reese Residence (39 5 4 4 5 5 h � 5 a If Roof Angle is —10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Mean Roof Height = 12.73 ft AREA PRESSURE (psf) Area = 22.78 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 51.38 AREA Cp 4 MIN = -56.79 ---------------- - - - - -- 5 MAX = 51.38 4 0.93,-1.04 5 MIN = -68.04 5 0.93,-1.29 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coe£, GCPi = 0.18 Topographic Factor, KA = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Reese Residence Y� I5, 5 h 4 �'� 4 5 a a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Mean Roof Height = 12.73 ft AREA PRESSURE (psf) Area = 13.00 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 53.81 AREA Cp 4 MIN = -58.67 ---------------------- 5 MAX = 53.81 4 0.98,-1.09 5 MIN = -71.89 5 0.98,-1.37 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coef£ Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coe£, GCPi = 0.18 Topographic Factor, KA = 1.00 Wind Direction Factor, Kd = 1.00 ILLA Archwind 98 : Reese Residence � 5 h 4 4 5I 5 \tea a a a a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Mean Roof Height = 12.73 ft AREA PRESSURE (psf) Area = 6.75 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 54.73 AREA Cp 4 MIN = -59.37 ---------------------- 5 MAX = 54.73 4 1.00,-1.10 i 5 MIN = -73.28 5 1.00,-1.40 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98: Reese Residence I _ 5 5 h 4 4 - \ 5' 5 - --- a� a a a If Roof Angle is r - -10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Mean Roof Height = 12.73 ft AREA PRESSURE (psf) Area = 10.00 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 54.73 AREA Cp 4 MIN = -59.37 ---------------------- 5 MAX = 54.73 4 1.00 . 5 MIN = -73.28 5 1.00,-1.40 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 a Archwmd 98 : Reese Residence '39 5 \ =' 5 h 4 4 5 �. I5 -- ------- a a If Roof Angle is r - -10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Mean Roof Height = 12.73 ft AREA PRESSURE (psf) Area = 17.50 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 52.43 AREA Cp 4 MIN = -57.63 ---------------------- 5 MAX = 52.43 4 0.95,-1.06 5 MIN = -69.80 5 0.95,-1.33 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coef£ Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coe£, GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • Archwind 98 : Reese Residence 4 - 3 i 5 / '� -' 5 h 4 ;', 4 , 5I 5 / a a If Roof Angle is —10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Mean Roof Height= 12.73 ft AREA PRESSURE (psf) Area = 5.19 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 54.73 AREA Cp 4 MIN = -59.37 ---------------------- 5 MAX = 54.73 4 1.00, -1.10 5 MIN = -73.28 5 1.00,-1.40 Veloc11% 1'ressure Roof, q = 46.38 psf Dimension a = 3.00 ft Expost:r(, Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind S; }earl, V = 146.0 MPH use 10 psf or -10 psf as applicable. Expos,a• Cat. = C Impor! au ice Cat. = 2 Internal Pressure Coe£, GCPi = 0.18 Topographic Factor, KA = 1.00 Wind Direction Factor, Kd = 1.00 • Archwind 98 : Reese Residence I f 5 5 h 4 i' 4 5 � 5 a a a _ `. �_ a If Roof Angle is —10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 del) Mean Roof Height = 12.73 ft AREA PRESSURE (psf) Area = 21.82 sf --------------------- - - - - -- Cp VALUES 4 MAX = 51.48 AREA Cp 4 MIN = -56.88 ---------------------- 5 MAX = 51.48 4 0.93,-1.05 5 MIN = -68.25 5 0.93,-1.29 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Reese Residence • 5 5 h 4 4 I S\, J 5 a - " a a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height, COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Mean Roof Height = 12.73 ft AREA PRESSURE (psf) Area = 9.75 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 54.73 AREA Cp 4 MIN = -59.37 ---------------------- 5 MAX = 54.73 4 1.00 5 MIN = -73.28 5 1.00,-1.40 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coef£ Roof, Kz = 0,85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coe£, GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Reese Residence 46 f 3Q � 5 h 4 4 5! 5 a I. _ _a a If Roof Angle is r -10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Mean Roof Height = 12.73 ft AREA PRESSURE (psf) Area = 19.50 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 51.82 AREA Cp 4 MIN = -57.16 ---------------------- 5 MAX = 51.82 4 0.94,-1.05 • 5 MIN = - 68.87 5 0.94,-1.31 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, ' Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coe£, GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Reese Residence ZI/7 e( (3q1 i 5� 5 1 h j 4 4 1 5 5 a K a �� a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Mean Roof Height = 12.73 ft AREA PRESSURE (psf) Area = 5.07 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 54.73 AREA Cp 4 MIN = -59.37 --------- - - - - -- - - - - -- 5 MAX = 54.73 4 1.00 5 MIN = -73.28 5 1.00,-1.40 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coef£ Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Reese Residence 4g �/ 1 5 4. 15) h 4 5' _� 7 � a If Roof Angle is —10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Mean Roof Height = 12.73 ft AREA PRESSURE (psf) Area = 22.68 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 51.39 AREA Cp 4 MIN = -56.80 ---------------- - - - - -- 5 MAX = 51.39 4 0.93,-1.04 5 MIN = -68.06 5 0.93,-1.29 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1,00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Reese Residence 1 ✓ - 5 5 1� a a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Mean Roof Height = 12.73 ft AREA PRESSURE (psf) Area = 28.23 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 50.80 AREA Cp 4 MIN = -56.28 ---------------------- 5 MAX = 50.80 4 0.92,-1.03 5 MIN = -66.86 5 0.92,-1.26 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coe£, GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Reese Residence of s I51 h 4 5 4 a I I5 a a a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 14.06 deg Mean Roof Height = 12.73 ft AREA PRESSURE (psf) Area= 112.00 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 46.11 AREA Cp 4 MIN = -50.80 ---------------------- 5 MAX = 46.11 4 0.81, -0.92 5 MIN = -56.49 5 0.81,-1.04 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 ARBAB ENGINEERING, INC. C , 3 � Consulting Engineers Beam Design • RB -1 L1 L1 = 7.00 ft h= 12.00 in b= 8.00 in Wtrib = 13.67 ft DL = 478.33 Lb /ft rl LL = 410.00 Lb /ft See Computer Output b 2 # 5 Top & Bottom W/ Stirrups # 3 @ 4" c.c. Reactions : Reaction 1 = 3.40 kips D/T = 0.58 Reaction 2 = 3.40 kips D/T = 0.58 Deflection Check : Clear Cover = 1.50 in q = 74.03 Ibs /in fc = 3000.00 psi P = 0.00 Ibs E = 3.12E +06 psi L = 84.00 in I = 771.75 in Due to Distributed Load x = 0.00 in !cr = 270.11 in' 4 = 0.057 in Due to Point Load 0.000 in Total A = 0.057 in Maximum Deflection = L/360 = 0.233 in OKI! 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Reese Residence Phone: 305 - 891 -5049 Fax: 305 - 891 -0504 [ Output ] <Beam RB -1> Page 1 of 2 ROJECT: Beam RB -1 ** *BASIC DATA * ** CODE PIN ALT SWAY LAST MOMRED NO YES YES NO YES NO TYPE BMS TCOL BCOL FC FY GAM FV FCT ft. ft. ksi ksi pcf ksi psi 3 3 0.0 0.0 3.0 60. 145. 60. 273.9 ** *SPAN DATA * ** BM SPAN B D BLFT BRT WLD ft. in. in. in. in. ft. 2 7.0 8.0 12.0 0.0 0.0 0.0 * * *UNIF. LOADS * ** BM TYPE LOAD START END WIDTH psf. ft. ft. ft. 2 DL 478.3 0.0 7.0 1.0 2 LL 410.0 0.0 7.0 1.0 * * *CONC. LOADS * ** BM TYPE P LOC kips ft. 2 LL 0.0 0.0 ** *EFFECTIVE COVER (in /mm.) * ** i IBM LEFT MID RIGHT 2 1.50 1.50 1.50 ** *MOMENTS AND SHEARS (kip -ft, kips) * ** BM MLEFT MMID MRITE VLFT VRITE 2 0.0 6.0 0.0 2.59 2.59 ** *REACTIONS (kips) * ** COL R D/T 1 3.4 0.58 2 3.4 0.58 ** *DEFLECTIONS (in.) * ** BM DEFL. 2 0.37 ** *WIND DATA (kip- ft) * ** BM ML MR ** *MOMENT COMBINATIONS @ 1 /10TH POINTS (kip- ft) * ** POINT: .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 1.0 BEAM NO. 2: GR 0.0 2.2 3.9 5.1 5.8 6.0 5.8 5.1 3.9 2.2 0.0 0.0 1.3 2.3 3.0 3.4 3.5 3.4 3.0 2.3 1.3 0.0 GR -U: 0.0 3.3 5.9 7.7 8.8 9.2 8.8 7.7 5.9 3.3 0.0 0.0 1.8 3.2 4.1 4.7 4.9 4.7 4.1 3.2 1.8 0.0 WIND: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 s3 o (39 [ Output ] <Beam RB -1> Page 2 of 2 DEAD: 0.0 1.3 2.3 3.0 3.4 3.5 3.4 3.0 2.3 1.3 0.0 0.0 1.3 2.3 3.0 3.4 3.5 3.4 3.0 2.3 1.3 0.0 TOTU: 0.0 3.3 5.9 7.7 8.8 9.2 8.8 7.7 5.9 3.3 0.0 0.0 1.1 2.0 2.7 3.0 3.2 3.0 2.7 2.0 1.1 0.0 * ** DESIGN MOMENTS (kip -ft) * ** M -LEFT M -MID M -RITE BEAM NO. 2: GR WKG 0.00 6.03 0.00 GR WKG 0.00 2.25 0.00 COMB ULT 0.00 9.20 0.00 COMB ULT 0.00 2.03 0.00 * ** SHEAR ANALYSIS * ** BM END VU VUS VC VMULT S -MAX kips psi psi in. 2 L 3.9 55.2 109.5 150.0 5.3 2 R 3.9 55.2 109.5 150.0 5.3 * ** REINFORCING STEEL (sq. in., in.) * ** BM ASL CL REVL ASM CM REVM ASR CR REVR DL DM DR 2 0.00 0.00 0.00 0.27 0.00 0.00 0.00 0.00 0.00 10.5 10.5 10.5 ** *REINFORCING * ** LEFT END *BEAM TOP BARS NO. BOTTOM BARS NO. VERT. LEFT STIRRUPS VERT.RIGHT STIRRUPS NO. LONG SHORT ROWS LONG SHORT ROWS LEGS NO.SIZE SPAC. LEGS NO.SIZE SPAC. 2 24 5 0# 0 1 24 5 0# 0 1 2[ 4# 3@ 5" 2[ 4# 3@ 5" 2R* 0# 0 1 * TOP BARS AT RIGHT END NOTES: (1) TOP LONG bars are assumed to be fully effective over both adjacent supports (see Bar Placement Diagram in the CONBM documentation). (2) Bar letters refer to the Bar Placement Diagram found in the CONBM program documentation. (3) Bar schedule does not necessarily satisfy reversal and compression steel requirements, as noted in the * ** REINFORCING STEEL * ** table. End of CONBM ARBAB ENGINEERING INC. - Consulting Engineers Wood Floor Design w L1 _v L1 = 11.25 ft Wood Joist 2" x 10" A 16" c.c. Properties h = 9.50 in b= 1.50 in Area = 14.25 in I XX = 107.17 in S XX = 22.56 in F = 1200.00 psi Fv = 90.00 psi E = 1600.00 ksi Loads Spacing = 16.00 in DL = 40.00 Ibs /ft LL = 53.33 Ibs /ft See Computer Output Deflection Check ( Acting) A = 0.224 in ( Service Load ) Maximum Deflection = L/360 = 0.375 in OKII MMAX = 1794.00 ft -Ibs VMAx = 579.00 Ibs Shear Stress Check Vacting = 40.63 Ibs Vailowabie = 90.00 psi OkII Bending Stress Check: Matting = 954.15 psi Manowabie = 1200.00 psi Okll 11900 Biscayne blvd, Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305- 891 -0504 9141)811 �Wf1ll111111 �4 Title 55 cC- 13q Job # Dsgnr. Date: �:./�� d 1 CONSULTING 9NGIMRS Description.... reoomrrw,mEw UNWAMN mKoppa -M URM11-0 12:05PM, 6 DEC 05 FastFrame 2 -D Frame Analysis v5.0.9- Pa 1 Nodes... Node Node Coor Node Label X X Restraint Y Restraint Z Restraint Tem ft deg F 1 0.000 0.000 Fixed Fixed 0 2 1 11.250 0.0 Fixed Fixed 0 Member... Member Endpoint Nodes Member I End Releases J End Releases Label Property Label I Node J Node I Length X Y Z I X Y Z Joist Wood Joi 1 1 2 11.250 Materials... Member Youngs Density Thermal Yield Label ksi kcf in /100d ksi 000 Default 1.00 0.00 0.0 0000 1.00 S eel 2g 000 00 50 36.00 0.490 .0.00 6 Steel Section Sections... Prop Label Material Area Depth Tf Ixx Group Tag Width Tw lyy Wood Joist SYP 14.250 in2 9.500 in 0.000 in 107.17 in4 1.500 in 0.000 in 0.00 in4 Member Distributed Loads.... Member Load Magnitudes Load Extents Load Load Case Factors Label Start Finish S t Finish ft Direction # 1 # 2 # 3 # 4 # 5 Joist -0.040 -0.040 k/ft 0.000 11.2501 Global Y 1 1.000 Joist -0.053 -0.053 k/ft 0.000 11.2501 Global Y 1 1.000 Load Combinations... Load Combination Stress Gravity Load Factors Load Combination Factors Description Increase X Y # 1 # 2 # 3 # 4 # 5 DL 1.000 -1.000 1.000 DL +LL 1.000 -1.000 1.000 1.000 LL 1.000 1.000 Node Displacements & Reactions Node Label Load Combination Node Displacements Node Reactions X Y Z X Y Z in in Radians k k k -ft 1 DL 0 0 - 0.00249 0 0.28066 0 1 DL +LL 0 0 - 0.00513 0' 0.57879 0 1 LL 0 0 - 0.00264 0 0.29812 0 2 DL 0 0 0.00249 0 0.28066 0 2 DL +LL 0 0 0.00513 0 0.57879 0 2 LL 0 0 0.00264 0 0.29812 0 Member End Forces... Member Node " I " End Forces Node " J " End Forces Label Load Combination Axial Shear Moment Axial Shear Moment k k ft -k k k ft -k Joist DL 0 0.28066 0 0 0.28066 0 0 0 0.57879 0 Joist DL +LL 0 0.57879 Joist LL 0 0.29812 0 0 0.29812 0 Member Overall Envelope Summary Member Axial Shear Moment Deflection Maximum Label Section k k ft-k in Stress Ratio Joist Wood Joist L_ 0.579 1.794 0.224 - -> Deflection values listed are the maximum of a sampling of 31 points across the member (c) 1988 -2001 ENERCALC H:\Doug \Reece Residence \Calc \wood floor joist V 5.0.9 ARBAB ENGINEERING, INC. Consulting Engineers Wood Roof Joist Design Ll L2 L1 = 12.00 ft L2 = 1.67 ft Wood Joist 2" x 12" A 16" c.c. Properties h = 11.50 in b= 1.50 in Area = 17.25 in I XX = 190.11 in Sxx = 33.06 in F = 1200.00 psi F = 90.00 psi E = 1600.00 ksi Loads Spacing = 16.00 in DL= 46.67 Ibs /ft LL = 40.00 Ibs /ft Uplift = - 131.99 Ibs /ft See Computer Outnut Deflection Check ( Acting j 0 = 0.090 in ( Service Load ) Maximum Deflection = L /360 = 0.400 in OK11 MMAx = 2376.00 ft -Ibs VMAx = 990.00 Ibs Shear Stress Check: Vacting = 57.39 Ibs VaOowabie = 90.00 psi Okll Bending Stress Check Macting = 862.37 psi Mauowabie = 1200.00 psi Okll 11900 Biscayne blvd, Suite # 508 North Miami, Fla 33181 Phone 305- 891 -5049 Reese Residence Fax: 305 -891 -0504 Title { - 3 c i i Job # Dsgnr: Date: GGNSUL17% ENGIMRS Description.... reoorM ra, sa a MANAAR0Q4N wa(0je-n r nlgerm 4:481 6 DEC 05 FastFrame 2 -D Frame Analysis V5.0.9- Page 1 Nodes... Node Node Coordinates Node Label X Y X Restraint Y Restraint Z Restraint Temp ft ft deg F 1 0.000 0.000 Fixed Fixed 0 2 12.000 0.000 Fixed Fixed Disp. = 0 3 13.670 I 0.000 0 Member... Member Endpoint Nodes Member I End Releases J End Releases Label Property Label I Node J Node Length X Y Z X Y Z Inner Wood Joist 1 2 12.000 Outer Wood J oist 2 3 _ 1.670 Materials... Member Youngs Density Thermal Yield Label ksi kcf in /100d ksi Default 1,600.00 0.100 0.000000 1.00 SYP 1,600.00 0.100 0.000000 0.00 Steel 29,000 0.490 0.000650 36.00 Section Sections... Prop Label Material Area Depth Tf Ixx Group Tag Width Tw lyy Wood Joist SYP 17.250 in2 11.500 in 0.000 in 190.11 in4 1.500 in 0.000 in 0.00 in4 Member Distributed Loads.... Member Load Magnitudes Load Extents Load Load Case Factors Label Start Finish St ft Finish Fin h Direction # 1 # 2 # 3 # 4 # 5 ft Inner -0.047 -0.047 k/ft 0.000 12.000 Global Y 1.000 Inner -0.040 -0.040 k/ft 0.000 12.000 Global Y 1.000 Inner 0.132 0.132 k/ft 0.000 12.000 Global Y 1.000 Outer -0.047 -0.040 k/ft 0.000 1.670 Global Y 1.000 Outer -0.040 -0.040 k/ft 0.000 1.670 Global Y 1.000 Outer 0.132 0.132 k/ft 0.000 1.670 Global Y 1.000 Load Combinations... Load Combination I Stress Gravity Load Factors Load Combination Factors Description I L Increase_ X Y # 1 _# 2 # 3 # 4 # 5 DL 1.000 -1.000 1.000 DL +LL 1.000 -1.000 1.000 1.000 DL +LL +UPLIFT 1.000 -1.000 1.000 1.000 1.000 DL +UPLIFT 1.000 -1.000 1.000 1.000 LL 1.000 1.000 Uplift 1.000 1.000 (c) 1988 -2001 ENERCALC DOUG \REECE RESIDENCE \CALC \WOOD ROOF JOi V 5.0.9 o "nf ° Job # : Dsgnr. Date: ` VI q CON50JMG 06INBBR5 Description.... ttnaaenrr�4srta wMa%ftao m AOfIG(lQq�A FJL I��Rjlhlp 4:48PM, 6 D EC 05 FastFrame 2 -D Frame Analysis v5.0.9- Pa 2 Node Displacements & Reactions Node Label ( Load Combination Node Displacements Node Reactions X Y Z X Y Z in in Radians k k k - ft 1 DL 0 0 - 0.00101 0 0.26541 0 1 DL +LL 0 0 - 0.00169 0 0.44541 0 1 DL +LL +UPLIFT 0 0 0.00056 0 - 0.14859 0 1 DL +UPLIFT 0 0 0.00124 0 - 0.32859 0 1 LL 0 0 - 0.00068 0 0.18000 0 1 Uplift 0 0 0.00225 0 - 0.59400 0 2 DL +UPLIFT 0 0 0 0 - 0.67545 0 2 LL 0 0 0 0 0.36680 0 2 Uplift 0 0 0 0 - 1.21044 0 2 DL 0 0 0 0 0.53499 0 2 DL +LL 0 0 0 0 0.90179 0 2 DL +LL +UPLIFT 0 0 0 0 0.30865 0 3 DL 0 - 0.00030 - 0.00002 0 0 0 3 DL +LL 0 - 0.00052 - 0.00003 0 0 0 3 DL +LL +UPLIFT 0 0.00021 0.00001 0 0 0 3 DL +UPLIFT 0 0.00043 0.00003 0 0 0 3 LL 0 - 0.00022 - 0.00001 0 0 0 3 Uplift 0 0.00073 0.000051 0 0 0 Member End Forces... Member L Node " I " End Forces Node " J " End Forces Label Load Combination Axial Shear Moment Axial Shear Moment k k ft -k k k ft -k Inner DL 0 0.26541 0 0 0.44234 - 1.06163 Inner DL +LL 0 0.44541 0 0 0.74234 - 1.78163 Inner DL +LL +UPLIFT 0 - 0.14859 0 0 - 0.24766 0.59438 Inner DL +UPLIFT 0 - 0.32859 0 0 - 0.54766 1.31438 Inner LL 0 0.18000 0 0 0.30000 - 0.72000 Inner Uplift 0 - 0.59400 0 0 - 0.99000 2.37600 Outer DL 0 0.09265 0.07574 0 0 0 Outer DL +LL 0 0.15945 0.13151 0 0 0 Outer DL +LL +UPLIFT 0 - 0.06099 - 0.05255 0 0 0 Outer DL +UPLIFT 0 - 0,12779 - 0.10833 0 0 0 Outer LL 0 0.06680 0.05578 0 0 0 Outer Uplift 0 - 0 .22044 - 0.18407 0 0 0 Member Overall Envelope Summary Member Axial Shear Moment Deflection Maximum Label Section _ k _ k ft -k in Stress Ratio Inner Wood Joist 0.990 2.376 0.090 Outer Wood Joist 0.220 0.184 0.001 - -> Deflection values listed are the maximum of a sampling of 31 points across the member (c) 1988 -2001 ENERCALC DOUG \REECE RESIDENCE\CALC \WOOD ROOF JOI• V 5.0.9 ARBAB ENGINEERING INC. (5Q Of 139 Consulting Engineers Wood Beam Design tr__ L4 L1 12.00 ft Wood Beam 6" x 12" Properties h = 11.50 in b= 5.50 in Area = 63.25 in Ixx = 697.07 in Sxx = 121.23 in FB = 1200.00 psi Fv = 90.00 psi E = 1600.00 ksi Loads Width TRIBUTARY = 7.67 in DL = 268.33 Ibs /ft LL = 230.00 Ibs /ft See Computer Output Deflection Check ( Acting j A = 0.260 in ( Service Load) Maximum Deflection = L/360 = 0.400 in OKii MMAx = 10588.00 ft -Ibs VMAx = 3252.00 Ibs Shear Stress Check: Vacting = 51.42 Ibs Vauowable = 90.00 psi Okll Bending Stress Check Matting = 1048.06 psi M.11..ble = 1200.00 psi Okll 11900 Biscayne blvd, Suite # 508 North Miami, Fla 33181 Phone: 305- 891 -5049 Reese Residence Fax: 305 - 891 -0504 BIWf� ➢IIUlI1GI1li�V �b Title Q t Job # : Dsgnr: Date: �cJ 2 CONSUTING ENGINEERS Description.... ramKkurift IAlIHW14ft00,1bA1 OWN("" ru1613geFmt 11:58AM, 9 DEC 05 FastFrame 2 -D Frame Analysis V5. 9 Pa 1 Nodes... Node Node Coordinates Node Label X Y X Restraint Y Restraint Z Restraint Temp ft ft d F 1 0.000 0.000 Fixed Fixed 0 2 12.000 _ 0.000 Fixed Fixed 0 Member... Member Endpoint Nodes Member I End Releases J End Releases Label Property Label I Node J Node I Length X Y Z X Y Z Beam Wood Beam 1 2 12.000 Materials... Member Youngs Density Thermal Yield Label ksi kcf in /100d ksi Default 1,600.00 07100 0.000000 1.00 0100 SYP 1,600.00 . 0.000000 0.00 Steel 29,000.00 � 0.490 � 0.000650 36.00 Section Sections... Prop Label Material Area Depth Tf Ixx. Group Tag Width Tw lyy Wood Beam SYP 63.2500 162 11.500 in 0.000 in 697.00 in4 5.500 in 0.000 in 0.00 in4 Member Distributed Loads.... Member Load Magnitudes Load Extents Load Load Case Factors Label Start Finish Start m Fft h Direction # 1 # 2 # 3 # 4 # 5 Beam -0.268 -0.268 k/ft 0.000 12.0001 Global Y 1.000 Beam -0.230 -0.230 k/ft 0.000 12.0001 Global Y 1.000 Load Combinations... Load Combination Stress Gravity Load Factors Load Combination Factors Description Increase X Y #1 # 2 # 3 # 4 # 5 DL 1.000 -1.000 1.000 DL +LL 1.000 -1.000 1.000 1.000 LL 1.000 1.000 Node Displacements & Reactions Node Label Load Combination Node Displacements Node Reactions X Y Z X Y Z in in Radians k k k -ft 1 DL 0 0 - 0.00290 0 1.87154 0 1 DL +LL 0 0 - 0.00504 0 3.25154 0 1 LL 0 0 - 0.00214 0 1.38000 0 2 DL 0 0 0.00290 0 1.87154 0 2 DL +LL 0 0 0.00504 0 3.25154 0 2 LL 0 0 0.00214 0 1.38000 0 Member End Forces... Member Load Combination Node " I " End Forces Node " J " End Forces Label Axial Shear Moment Axial Shear Moment k k ft -k k k ft-k Beam DL 0 1.87154 0 0 1.87154 0 Beam DL +LL 0 3.25154 0 0 3.25154 0 Beam LL _ 0 1.38000 0 0 1.38000 0 Member Overall Envelope Summary Member Section Axial Shear Moment Deflection Maximum Label k k ft -k in Stress Ratio Beam Wood Beam 1 _ 3.252 10.588 0.236 - -> Deflection values listed are the maximum of a sampling of 31 points across the member (c) 1988 -2001 ENERCALC H: \Doug \Reece Residence \Calc \wood beam.FFW V 5.0.9 ARBAB ENGINEERING, INC. Cod � 13 � Consulting Engineers Column Design Column No 1 Height = 10.00 ft Depth = 4.00 in Width = 4.00 in Loads From rOOF : Area TObutary = 86.58 ft` DL = 3.03 kips LL = 2.60 kips Total Ultimate Load = 8.66 kips Moment due to Eccentricity M = 3.46 in -kips Moment due to Eccentricity M = 3.46 in -kips thickness b = 4.00 in h = 4.00 in h Thickeness = 1/4 in Sxx = 4.11 in' A= 3.59 in b Allowable Bending Stress = 23.76 ksi Acting Bending Stress = 0.84 ksi Ok! Allowable Compression Stress ( Fcomp. ) = 21.60 ksi K= 1 E = 29000.00 ksi _ KI Fcom r= 1.51 in r E 1= 8.22 in = 0.047 < 1.5 2 1 < 1.5 Fcr = (0.668``) Fcomp. F = 21.58 ksi Area = 3.59 in 4) = 0.85 Pn = 65.85 kips Okl! 11900 Biscayne Blvd., Suite# 508 North Miami, Fla 33181 Phone: 305- 891 -5049 Reese Residence Fax: 305 - 891 -0504 a 139 4X4X 114 4.000 4.000 i i 0.250 Area = 3.590 in/\2 WT = 12.241b/ft D = 4.000 in Bf = 4.000 in Ix = 8.220 in ^4 Sx = 4.110 in ^3 Rx = 1.510 in Iy = 8.220 in ^4 Sy = 4.110 in ^3 Ry = 1.510 in J x 4.9 7 0 in Zx = 4.90 in ^4 Zy = 4.970 in ^4 ARBAB ENGINEERING, INC. Consulting Engineers _Wall Design Wall Geometry: Wall Height = 12.33 ft Unbraced Wall Height = 10.33 ft Wall Thickness 8.00 in Reinforcing Bar N° = 5 Bar Spacing = 32 in Bar Location = center Loads From Roof: Width Tributary = 13.67 ft DL = 478.33 Ibs /ft LL = 410.00 Ibs /ft Eccentricity = 0.00 in Total Load DL = 478.33 Ibs /ft LL = 410.00 Ibs /ft Eccentricity = 0.00 in Windload = 53.80 psf See Computer Output Wall is Ok as per computer OutQut 11900 Biscyane Blvd, Suite # 508 North Miami, Fla 33181 Phone 305- 891 -5049 Reese Residence Fax: 305 - 891 -0504 [ Output ] <Wall design> Page 1 of 2 Job Title: Wall design NPUT DATA GENERAL DATA BUILDING CODE = ACI 530- 92 /ASCE 5 -92 Fm MASONRY = 1900 psi Fs REINFORCING = 24000 psi ELASTIC MODULUS = 1350 Ksi MODULAR RATIO = 21.48 SPECIAL INSPECTION ? = YES SOLID GROUTED ? = NO WALL DATA TOTAL HEIGHT = 12.33 ft UNSUPPORTED HEIGHT = 10.33 ft WALL THICK. = 8 in EQUIV WALL THICK. = 4.90 in LOAD DATA UNIFORM DEAD LOAD = 0.00 plf AXIAL DL @ T.O.W = 478.33 plf UNIFORM LIVE LOAD = 0.00 plf AXIAL LL @ T.O.W = 410.00 plf UNIFORM LOAD ECC. = 0.00 in WIND LOAD = 53.80 psf WALL WEIGHT = 58.00 psf SEISMIC FACTOR = 0.00 REINFORCEMENT DATA REBAR SIZE " #" = 5 REBAR LOCATION = CENTER REBAR SPACING = 32 in DEPTH TO REINF = 3.75 AREA PER FOOT = 0.115 in ^2 REBAR PERCENTAGE = 0.26 ANALYSIS RESULTS ALLOWABLE STRESSES AXIAL STRESS = 417 psi BENDING STRESS: Masonry 632 psi Steel 24000 psi <VERTICAL LOADS> ««««< ACTING MOMENTS >>>>>>>>> DEAD LIVE DEAD LIVE WIND SEISMIC LOAD LOAD LOAD LOAD LOAD LOAD COLUMN LOCAT (lbs) (lbs) (lb -in) (lb -in) (lb -in) (lb -in) --------------------------------------------------------------------- AT TOP 478 410 0 0 - - - - -- - - - - - -- AT MIDHEIGHT 893 410 0 0 8611 0 «« «« «< LOAD FACTORS »»» » »> LOAD DEAD LIVE WIND SEISMIC CASE COLUMN LOCAT. LOAD LOAD LOAD LOAD 1 AT TOP 1.00 0.00 0.00 0.00 2 AT TOP 1.00 1.00 0.00 0.00 3 AT MIDHEIGHT 1.00 0.00 0.00 0.00 4 AT MIDHEIGHT 1.00 1.00 0.00 0.00 [ Output j <Wall design> Page 2 of 2 5 AT MIDHEIGHT 1.00 0.00 1.00 0.00 �� 6 AT MIDHEIGHT 1.00 1.00 1.00 0.00 0 <<<<<<<<<< ACTUAL STRESSES » »»»» COMBINED << BENDING >> << BENDING >> LOAD MOMENTS AXIAL MASONRY STEEL << COMBINED STRESSES >> CASE (lb -in) (psi) (psi) o MAX (psi) % MAX ACTUAL ALLOW STATUS ---------------------------------------------------------------------------------- 1 0 15 0 0.000 0 0.000 0.024 1.000 GOOD 2 0 22 0 0.000 0 0.000 0.035 1.000 GOOD 3 0 15 0 0.000 0 0.000 0.024 1.000 GOOD 4 0 22 0 0.000 0 0.000 0.035 1.000 GOOD 5 8611 15 400 0.633 22023 0.918 0.657 1.330 GOOD 6 8611 22 400 0.633 22023 0.918 0.668 1.330 GOOD End of MASWALL ARBAB ENGINEERING, INC. (,p 13 Consulting Engineers Masonry Jamb Wall Geometry: Wall Height = 11.33 ft Unbraced Wall Height = 9.33 ft Wall Thickness = 8.00 in Reinforcing Bar N° = 5 N° of Bars = 1 in Loads Vertical Load Width Tributary = 13.67 ft DL = 478.33 Ibs /ft LL = 410.00 Ibs /ft Opening Length = 6.00 ft DL = 1.44 kips LL = 1.23 kips Horizontal Load Tributary Wall Width = 3.58 ft Windload = 53.80 psf See Computer Output Use 2 # 5 at Eanch Side as Masonry Jamb 11900 Biscyane Blvd, Suite # 508 North Miami, Fla 33181 Phone: 305.- 891 -5049 Reese Residence Fax: 305 - 891 -0504 [ Output ] < Masonry Jamb> Lf/� 4 3 1 of 2 Job Title: Masonry Jamb NPUT DATA GENERAL DATA BUILDING CODE ACI 530- 92 /ASCE 5 - 92 Fm MASONRY = 1900 psi Fs REINFORCING = 24000 psi ELASTIC MODULUS = 1350 Ksi MODULAR RATIO = 21.48 SPECIAL INSPECTION ? = YES SOLID GROUTED ? = NO WALL DATA TOTAL HEIGHT = 11.33 ft WALL THICKNESS = 8 in UNSUP. HEIGHT = 9.33 ft EQUIV WALL THICK. = 4.90 in BEARING PLATE WIDTH = 16.00 in REQUIRED BEARING AREA = 5.62 in ^2 REQUIRED BEARING PLATE LENGTH = 0.50 in PILASTER WIDTH = 32.50 in LOAD DATA UNIFORM DEAD LOAD = 0.00 plf GIRDER DEAD LOAD = 1440.00 lbs UNIFORM LIVE LOAD = 0.00 plf GIRDER LIVE LOAD = 1230.00 lbs UNIFORM LOAD ECC. 0.00 in GIRDER LOAD ECC. = 0.00 in WIND LOAD = 53.80 psf WALL WEIGHT = 58.00 psf SEISMIC FACTOR = 0.00 REINFORCEMENT DATA REBAR SIZE " #" = 5 REBAR LOCATION = CENTER REBAR SPACING = 32 in DEPTH TO REINF = 3.75 AREA PER FOOT = 0.115 in ^2 REBAR PERCENTAGE = 0.26 % ANALYSIS RESULTS ALLOWABLE STRESSES AXIAL STRESS = 428 psi BEARING STRESS = 475 psi BENDING STRESS: Masonry 632 psi Steel 24000 psi <VERTICAL LOADS> <<<<<<<<< ACTING MOMENTS » » » »> DEAD LIVE DEAD LIVE WIND SEISMIC LOAD LOAD LOAD LOAD LOAD LOAD COLUMN LOCAT (lbs) (lbs) (lb -in) (lb -in) (lb -in) (lb -in) ------------------------------------------ - - - - -- ----------------- • AT TOP 1440 1230 0 0 - - - - - -- - - - - - -- AT MIDHEIGHT 2486 1230 0 0 19025 0 «««««< LOAD FACTORS » » »» »> LOAD DEAD LIVE WIND SEISMIC CASE COLUMN LOCAT. LOAD LOAD LOAD LOAD [ Output j <Masonry Jamb> Page 2 of 2 -------------------------------------------------------------- 1 AT TOP 1.00 0.00 0.00 0.00 2 AT TOP 1.00 1.00 0.00 0.00 3 AT MIDHEIGHT 1.00 0.00 0.00 0.00 4 AT MIDHEIGHT 1.00 1.00 0.00 0.00 5 AT MIDHEIGHT 1.00 0.00 1.00 0.00 6 AT MIDHEIGHT 1.00 1.00 1.00 0.00 ««« «« ACTUAL STRESSES »»» »» COMBINED << BENDING >> << BENDING >> LOAD MOMENTS AXIAL MASONRY STEEL << COMBINED STRESSES >> CASE (lb -in) (psi) (psi) o MAX (psi) o MAX ACTUAL MAX STATUS ----------------------------------------------------------------------------------- 1 0 9 0 0.00 0 0.00 0.014 1.00 GOOD 2 0 16 0 0.00 0 0.00 0.026 1.00 GOOD 3 0 15 0 0.00 0 0.00 0.025 1.00 GOOD 4 0 23 0 0.00 0 0.00 0.037 1.00 GOOD 5 19025 15 326 0.52 17965 0.75 0.541 1.33 GOOD 6 19025 23 326 0.52 17965 0.75 0.554 1.33 GOOD End of FLUSH ARBAB ENGINEERING INC. Consulting Engineers Footing Design Footing F -1 Loads From Roof: Wtrib = 13.67 ft DL= 478.33 Lb /ft LL = 410.00 Lb /ft From Wall: Height = 12.33 ft DL = 1233.33 Lb /ft Total DL = 1711.67 Lb /ft Total LL = 410.00 Lb /ft Using a Continuous Footing 24" x 12" See Computer Output Use 3 # 5 continuous & # 4 @ 30" c.c. Short Way 11900 Biscyane Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 [ Output ] <Footing F -l> Page 1 of 1 PROJECT: Footing F -1 G ALL FOOTING DATA: TYPE TW BF QA PLL PDL PV TV CTR in. ft. psf ( kips /feet ) in. 1 8.00 2.00 2000. 0.41 1.71 0.00 0.00 0 DESIGN DATA: FC FY DMIN DMAX MINS MAXS CLRB CLRT ksi ksi ( inches ) ( inches ) 3.00 60. 12.0 12.0 #5 #5 3.00 3.00 FOOTING SIZE: WIDTH THICK 2' 0" X 12" WALL FOOTING PARAMETERS: BL BR XBAR CL CR QS QDL ( inches ) in. in. in. psf psf 8 8 0.00 2.00 2.00 1061 856 TRANSVERSE REINFORCING: As Areq'd d #5 @14.0" X 1'- 6" bottom layer 0.27 0.26 8.69 LONGITUDINAL REINFORCING: 2 #5 bottom, 2nd layer, continuous QUANTITIES PER LINEAR FOOT OF WALL FOOTING: QUANTITIES Concr. (lbs) (cu.ft.) 3.47 2.00 End of WALLFOOT ARBAB ENGINEERING, INC. Consulting Engineers Footing Design Footing F -2 Loads From Roof: Atrib = 104.00 W DL = 3640.00 Ibs LL = 3120.00 Ibs Uplift = - 8169.20 Ibs Total DL = 3.64 kips Total LL = 3.12 kips Total U = -8.17 kips Using 54" x 54" x 24" Footing See Computer Output: Use 6 # 5 Long Way Use 6 # 5 Short Way Uplift Check Max. Uplift = 12.25 kips ( 150% Increment) Counter Load Roof Load = 1.04 kips Column Selfweight : Load = 0.15 kips 4" Ground Slab Load = 1.83 kips 2' soil depth : Load = 4.05 kips Footing selfweight : Load = 5.87 kips Total : 12.94 kips Oki! 11900 Biscyane Blvd., Suite # 508 North Miami, Fla 33181 Phone 305 -891 -5049 Reese Residence Fax: 305 - 891 -0504 [ Output ] < Footing F -2> Page 1 of 2 JOB TITLE: Footing F -2 qc i * * * ** GEOMETRIC DATA * * * ** BMIN 3.00 feet TMIN 18.00 inches L/B INCR 1.00 BMAX 6.00 feet BCOL 4.00 inches LMIN 3.00 feet DCOL 4.00 inches LMAX 6.00 feet H 2.00 feet * * * ** LOAD DATA * * * ** PD 3.84 kips MD 0.00 ft -kips WD 0.0 psf PL 3.12 kips ML 0.00 ft -kips WL 0.0 psf PW -8.17 kips MW 0.00 ft -kips * * * ** MATERIAL PROPERTIES AND REINFORCING DATA * * ** QMAX 2000.0 psf BARMIN 5 DP 3.00 inches GAM 100.0 pcf BARMAX 5 FC 3.0 ksi SPAMIN 4.00 inches FY 60.0 ksi SPAMAX 24.00 inches * ** NOTE: HIGH UPLIFT ON LOAD CASE 3. FOOTING SIZE BEING INCREASED. CASE SERVICE SERVICE SOIL PRESSURE STRESS SERVICE MOMENTS SERVICE SHEARS LOADS MOMENT MIN MAX LENGTH LONG. TRANS. LONG. TRANS. kips ft -kips psf psf feet ft -kips ft -kips kips kips 1 8.64 0.00 478 478 4.25 2 2 1 1 2 11.76 0.00 651 651 4.25 3 3 1 1 3 0.36 0.00 19 19 4.25 -1 -1 0 0 4 12.61 0.00 698 698 4.25 4 4 1 1 5 2.70 0.00 149 149 4.25 0 0 0 0 6 14.95 0.00 827 827 4.25 5 5 2 2 * * * ** REQUIRED REINFORCING * * * * ** CASE LONGITUDINAL TRANSVERSE sq(in /mm) sq(in /mm) TOP BOT TOP BOT 1 0.00 1.65 0.00 1.65 2 0.00 1.65 0.00 1.65 3 0.06 1.65 0.00 1.65 4 0.00 1.65 0.00 1.65 5 0.04 1.65 0.00 1.65 6 0.00 1.65 0.00 1.65 * * * * * ** SIZE * * * * * * * ** WIDTH LENGTH THICKNESS ft ft in 4.25 4.25 18.00 * * * * * * * * * * * * * * * * * * * * * * * ** REBAR * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0 LONG WAY SHORT WAY AS /COL TOP BOT TOP BOT sq (in /mm) 3 # 5 @22.50 6 # 5@ 9.00 0 # 0@ 0.00 6 # 5@ 9.00 0.00 End of rectfoot ARBAB ENGINEERING, 3 Ocoq NG INC. Consulting Engineers Ledger Type 2 P.T. W .. ood Anchor Bolt 0 0 0 P.T. Wood Anchor Bolt 4— (2) P.T. Wood 2" x 12" continuous along the wall with 5/8" Hilti kwlk Bolt-11 min. 6" embedment spaced at 16" c.c.,NOA : 01- 1001 -.03 Vertical Load - 108.99 psf W tributary = 6.00 ft Load = 653.94 Ibs /ft spacing = 1.33 ft Shear per Bolt = 871.92 Ibs Effective Height ( H) 11.50 in Effective Width ( W) = 1.50 in N° of Ledger = 2 Unit Shear ( Bolt ) 871.92 Lbs Tension ( Bolt) = 454.91 Lbs ( Bolt Place @ Midheight of the ledger) Ledger Check f v = ( 3v) /(2bd) v = Shear b = total net width d = net height d'= min. distance from the edge to center of the bolt V = 871.92 Ibs b = 3.00 in d = 11.50 in d'= 5.75 in Allowable Shear = 90 psi Condition for a 2 "x 8" member No 1 f„ = 18.95 psi < 90.00 psi ( Allowable Shear) OK!! 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305- 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. C�f I�J Consulting Engineers Anchor Bolt Design as per ACI -302 DA. 1.1 (PNn > Nu ( D -1 ) On > V ( D -2 ) N = 605.04 Ibs V„ = 1159.65 Ibs D.4.4 ( Strength Reduction Factors ) For Bolt Use c) Anchor governed by concrete breakout, side face blowout, pullout, or pryout strength Condition A Condition B i) Shear Loads : 0.75 0.70 ii) Tension Loads: 0.75 0.70 ( Hooked Bolts ) Note 1) Condition A applies where the potential concrete feilure surface are crossed by supplementary reinforcement 2) Condition B applies where such supplementary reinforcement is not provided 3) Strength Reduction Factors are for Service Loads Will Use Condition B cp 0.70 ( For Shear) cp = 0.70 ( For Tension ) TENSION D.5.1.2 Nominal Strength of an anchor or group of anchor in tension shall not exceed: N = n Ase Fut ( D -3 ) n = Number of Anchors ASe = Effective cross section area of an Anchor F = Shall not be greater than 1.9 Fy or 125 ksi n= 1 A = 0.31 in ( For 5/8" Expansion Bolts ) F,,, = 58.00 ksi N = 17.98 kips 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. 75 3 Consulting Engineers D.5.2.1 Nominal Concrete breakout Strength Ncb or N of an anchor or group of anchor in tension shall not exceed For a single anchor: Ncb = ( An / Ano) `I'2 +3 Nb ( D -4 ) Ano = 9 heft hef = Length of Emb. A = From Fig. RD.5.2.1(b) ACI 318 -02 / 413 Nb k �fc hefl.s k= 24 Cast in place anchors k = 17 Post Installed anchors +2= 1 if cmin > 1.5 hef Cmin = Min. Edge distance of Bolt Cmin = 5.75 < 1.5 hef 4 0 . 7 +( / +2= 0.891667 +3= 1.25 Cast in place anchors +s= 1.40 Post Installed anchors h 6.00 in Ano = 324.00 in A = 265.50 in +2= 0.891667 +3= 1.40 f c = 3000.00 psi Nb ° 13.68 kips N = 14.00 kips 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305- 891 -5049 Reese Residence Fax: 305- 891 -0504 ARBAB ENGINEERING, INC. 13q Consulting Engineers D.5.3.1 The Nominal Pullout Strength N of an anchor in tension shall not exceed N = +4N (D -12 ) N 0.9 f e d ( D -14 ) 3 do< e < 4.5 d +4 = 1 ( worst case for section cracked ) d = 0.625 in e = 3 d,= 1.875 in N 3.16 kips NPn = 3.16 kips �An = 2.21 kips 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305- 891 -0504 ARBAB ENGINEERING, INC.` Consulting Engineers SHEAR D.6.1.2 Nominal Strength of an anchor or group of anchor in Shear shall not exceed: V = 0.6 n Ase F,t ( D -18 ) n = Number of Anchors Ase = Effective cross section area of an Anchor Fut = Shall not be greater than 1.9 Fy or 125 ksi n =1 Ase = 0.31 in2 ( For 5/8" Expansion Bolts ) F.t = 58.00 ksi V = 10.79 kips D.6.2.1 Nominal Concrete breakout Strength V cb or V cb9 of an anchor or group of anchor in shear shall not exceed : For a single anchor: ( Shear Perpendicular to the edge ) A„ 4.5c, (D -22) c, = edge distance A, = From Fig. RD.6.2.1(b) ACI 318 -02 / 421 V = 7 ( I / do )0.2 -\/dof, (c1)1.5 ( D -23 ) +6= 1 if c2 > 1.5 c +6= 0.7 +0.3(c if c <1.5c +6= 1 +7= 1 Worst case c, = 5.75 in A„ = 148.78 in` A„ = 103.50 in` do = 0.625 in ( Bolt Diameter) fc = 3000.00 psi Vb = 4.59 kips Vcb = 3.19 kips 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax : 305 - 891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers D.6.3.1 The Nominal Pryout Strength V of an anchor in shear shall not exceed • VIP = K Nca D -28 Ncb = ( An An. ) q 4/ 3 N ( D-4 ) KI = 2 ( for hef > 2.5 in ) Nib = 14.00 kips V = 28.00 kips SOvn = 2.24 kips D.7.3 Interaction of tensile and shear forces Nu + Vu < 1.2 �o N cW 605.04 + 1159.65 22 2235.71 - 0.8 OK.. D.8.1 Minimum Distance center to center 4 d = 2.50 in ok!! D.8.2 Minimum Edge Distance 6 d = 3.75 in ok!! 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305- 891 -0504 ARBAB ENGINEERING, INC. 1jQ' OjP I3ci Consulting Engineers Ledger Type 1 R.T. Wood Anchor Bolt C) P.T. Wood Anchor Bolt 4 ( 1) P.T. Wood 2" x 10" continuous along the wall with 5/8" Hilt! kwik Bolt -II min. 6" embedment spaced at 24" c.c., NOA : 01- 1001 -.03 Bolt Diameter = 5/8 in Bolt Area = 0.31 i Min. Embedment = 6.00 in Vertical Load = 70.00 psf W tributary = 2.00 ft Load = 140.00 Ibs /ft spacing = 2.00 ft Shear per Bolt = 280.00 Ibs Effective Height ( H) = 9.50 in Effective Width ( W) = 1.50 in No of Ledger = 1 Units Shear ( Bolt ) = 280.00 Lbs Tension ( Bolt) = 88.42 Lbs ( Bolt Place @ Midheight of the ledger) Ledger Check f„= (3v) /(2bd)x(d /d') v = Shear b = total net width d = net height d' = min. distance from the edge to center of the bolt V = 280.00 Ibs b= 1.50 in d= 9.50 in d' = 4.75 in Allowable Shear = 90 psi Condition for a 2 "x 12" member No 2 f„ = 58.95 psi < 90.00 psi ( Allowable Shear) OK!! 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers Anchor Bolt Design as per ACI -302 DA. 1.1 �oNn > N ( D -1 ) On > V (D-2) N = 132.63 Ibs VU = 420.00 Ibs D.4.4 ( Strength Reduction Factors ) For Bolt Use c) Anchor governed by concrete breakout, side face blowout, pullout, or pryout strength Condition A Condition B i) Shear Loads : 0.75 0.70 ii) Tension Loads: 0.75 0.70 ( Hooked Bolts ) Note 1) Condition A applies where the potential concrete failure surface are crossed by supplementary reinforcement 2) Condition B applies where such supplementary reinforcement is not provided 3) Strength Reduction Factors are for Service Loads Will Use Condition B �O 0.70 ( For Shear ) (P = 0.70 ( For Tension ) TENSION D.5.1.2 Nominal Strength of an anchor or group of anchor in tension shall not exceed: N = n ASe Fut ( D -3 ) n = Number of Anchors A = Effective cross section area of an Anchor Fut = Shall not be greater than 1.9 Fy or 125 ksi n =1 ASe = 0.31 in ( For 5/8° Anchor Bolt) Fut = 58.00 ksi N = 17.79 kips i 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 -891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers D.5.2.1 Nominal Concrete breakout Strength N,b or N 1b9 of an anchor or group of anchor in tension shall • not exceed For a single anchor: N. = ( An / An. +2 `I'3 Nb ( D -4 ) A = 9 h hef = Length of Emb. A = From Fig. RD.5.2.1(b) ACI 318 -02 / 413 Nb = k ✓f� heff.& k= 24 Cast in place anchors k= 17 Post Installed anchors q = 1 if cmin > 1.5 h Cmin = Min. Edge distance of Bolt Cmin = 4.75 < 1.5 h *2= 0.7 +(0.3 C min / \P2 = 0.858333 +3 = 1.25 Cast in place anchors +3= 1.40 Post Installed anchors hef = 6.00 in A = 324.00 in A = 247.50 in +2= 0.858333 +3 1.40 fc = 3000.00 psi Nb= 13.68 kips N = 12.56 kips 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305- 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. �fp? 1 Consulting Engineers D.5.3.1 The Nominal Pullout Strength N of an anchor in tension shall not exceed NPn = 44N ( D -12 ) N = 0.9 f, e d ( D -14 ) 3 do< e < 4.5 d q'4 = 1 ( worst case for section cracked ) d = 5/8 in e = 3 d 1.88 in N = 3.16 kips NPn = 3.16 kips �oNn = 2 .21 kips SHEAR D.6.1.2 Nominal Strength of an anchor or group of anchor in Shear shall not exceed: Vs = 0.6 n Ase F ,,t ( D -18 ) n = Number of Anchors Ase = Effective cross section area of an Anchor F„t = Shall not be greater than 1.9 Fy or 125 ksi n =.1 A = 0.31 in2 ( For 5/8" Anchor Bolt ) F.t = 58.00 ksi V = 10.68 kips 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. g.j ( 1 Consulting Engineers D.6.2.1 Nominal Concrete breakout Strength Vcb or Vcbg of an anchor or group of anchor in shear shall not exceed For a single anchor: ( Shear Perpendicular to the edge ) Vcb = ( A„ / Avc) `Y6 +7 Vb ( D -20 ) A„ 4.5 c, 2 (D -22) c, = edge distance A„ = From Fig. RD.6.2.1(b) ACI 318 -02 / 421 Vb = 7 ( I / do )0.2 - \/dofc ( (D -23 ) 4/ 6= 1 ifc 1.5 c, *6= 0.7 +0.3(c ifc2 <1.5c +6 1 +7= 1 Worst case c, = 4.75 in A„ = 101.53 in` A,= 85.50 in` do = 0.625 in fc = 3000.00 psi Vb = 3.45 kips Vob = 2.90 kips D.6.3.1 The Nominal Pryout Strength V of an anchor in shear shall not exceed Vcp = KcpNcb ( D-28 ) Ncb = ( An / An. ) +2 ` 3 N b (D - 4) ' K = 2 ( for hef > 2.5 in ) Ncb = 12.56 kips V = 25.12 kips �Oyn = 2.03 kips 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305- 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. (3q Consulting Engineers D.7.3 Interaction of tensile and shear forces • NU Vu + < 1.2 toNn O n 132.63 + 420.00 22 2032.02 - 0.3 OK!! D.8.1 Minimum Distance center to center 4 d = 2.50 in OKl l D.8.2 Minimum Edge Distance 6 d,, = 3.75 in OKII • 11900 Biscayne Blvd., Suite# 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. R5 1.3� Consulting Engineers Ledger Schedule Mark Description fastener L -1 1 ) 2" x 10" 5/8" Hilti Kwik Bolt II @ 24" c.c. 6" min. Emb. L -2 2 2" x 12" 5/8" Hilti Kwik Bolt II @ 16" c.c. 6" min. Emb. 11900 Biscayne Blvd., Suite# 508 North Miami, Fla 33181 Phone 305- 891 -5049 Fax: 305- 891 -0504 Reese Residence ARBAB ENGINEERING, INC. P Sleet F: ro ect o Reece Reside ce i CONSULTING ENGINEERS Typical deteaul 11900 BISCAYNE BLVD., SUITE 508 — NORTH MIAMI, FLORIDA 33181 Date: — PHONE NO. (305) 891 -5049 FAX. NO. (305) 891 -0504 File: — 2 #5 HORIZ. REINF. DRILLED 8" EXISTING BEAM INTO EXIST. & SET WITH EPDXY GROUT OR TO MASONRY NEW TIE BEAM -NEW C.B.S. WALL #5 ® 24" C.C. HORIZ. REINF. W /3" HOOK DRILLED 6" INTO EXIST. & SET WITH EPDXY GROUT OR TO MASONRY UNIT FILLED WITH CONCRETE #5 8 .. NEW STARTER COLUMN SEE SCHEDULE FOR REINF. 2 #5 HORIZ. REINF. -NEW MONOLITHIC FOOTING DRILLED 8" INTO EXIST. & SET WITH EPDXY GROUT OR TO MASONRY TYP. DETAIL FOR CONNECTING NEW STARTER COL. TO EXISTING COLUMN SCALE: 3/4" = T -0" 97 IN MIAMI- DADE MIAMI -DADE COUNTY, FLORIDA - METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING; 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Hilti, Inc. CONTRACTOR LICENSING SECTION 5400 S. 122nd E. Ave (305) 375 - 2527 FAX (305) 375.2558 Tulsa ,OK 74146 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 1 'I' CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of; Hilti Kwik Bolt-II Concrete Expansion Anchors under Chapter 8 of the Code of Miami -Dade County governing the use oi�Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) tinder the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if' it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 1001.03 EXPIRES: 11/04/2006 Raul Rodriguez Chief Product Control Division) THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. / Francisco J. Quintana, R.A. Director Miami -Dade County APPROVED: 12/13/2001 Building Code Compliance Office \\ s045000I \pc2000 \ \temp1ates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.co►n I Homepage: http : / /www.buildingeodeonline.coin Hilti, Inc. ACCEPTANCE NO: 01- 1001.03 APPROVED: DE 13 2 EXPIRES: 11/04/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 0901.13 which was issued on 01 /20/99. It approves concrete anchors as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the allowable load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Hilti Kwik Bolt II shall be fabricated and used in strict compliance with the following documents: Drawing No. 543- 003 -A, titled "Hilo Kwik Bolt II Mechanical Expansion Anchor for concrete and Masonry Elements ", prepared by Hilti, Inc. dated 11/12/98 with no revisions, sheet 1 of 1, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for 3000 psi compressive strength Concrete and Grout Filled Concrete blocks per ASTM C90. 4. INSTALLATION 4.1 The concrete anchor shall be installed in strict compliance with the installation instructions published by Hilti, Inc. 5. LABELING 5.1 Each concrete anchors shall have a mark identifying the manufacturer and each box of anchors shall have a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. Candido Font, PE, Sr. Product Control Examiner Product Control Division -2 8 139 Hilti, Inc. ACCEPTANCE NO 01- 1003.01 APPROVED: DE 13 2001 EXPIRES 11104/2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- qD &� l3a Hilti, Inc. ACCEPTANCE NO: 01- 1001.03 APPROVED DEC 13 2001 EXPIRES: 11/04 /2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS (For File ONLY. Not part of NOA) A DRAWINGS: 1. Drawings prepared by Hilti, Inc, titled " Hilti Kwik Bolt II Mechanical Expansion Anchor for Concrete and Masonry Elements ", Drawing No: 543- 003 -A, dated 11/12/98, sheet 1 of 1, with no revisions, signed and sealed by T. E. Lunn, PE. B TEST: 1. Test Report on Corrosion testing of fasteners prepared by Center for Applied Engineering, Inc., Job Number 257322 -PS, dated 07/10/95 and signed by D. M. Moyer. 2. Test Report on Static Tension and Shear prepared by Southwest Inspection & Testing, Test report NO. QA8001B, dated 06/19/98, signed and sealed by R. L. Hess, PE. C CALCULATIONS: N/A D MATERIAL CERTIFICATIONS: N/A E STATEMENTS: 1. Letter of No financial Interest, prepared by Hilti, Inc., issued on 08/13/97, signed by T. Lippert and notarized on 08/15/97. 2. Letter of No change issued by Hilti, Inc., on 11 /15 /200land signed by T. Haanen. Candido Font, PE, Sr. Product Control Examiner Product Control Division El 0. ENGINEERING P.O. sex 13122 Z 700 US 1UGMAY 1. S= 001 SUM PAIL BRAGS. FL 03100 DESCRIPTION i, w RwB:l.nme�.� HILTI Kwik Bolt II is a stud type expansion anchor with a single piece wedge F PuwBABRC.ezelle which expands in concrete and CMU when torque is applied. They are supplied with a nut and washer. �N MATERIAL CHARACTERISTICS: Carbon steel studs conform to ASTM A510 with chemical composition of AISI 1038. HILTI, INC. Wedges arer manufactured from AISI 1010 carbon steel. PO BOX 21148 Nuts are carbon steel conforming to ASTM A563 Grade A and meet dimensional TULSA, OK 74121 requirements of ANSI 818.2.2. Washers are made from carbon steel conforming to SAE 1005 -1033 and meeting dimensional requirements of ANSI 18.22.1 Type A plain. DESIGN VALUES HILTI KWIK BOLT II Dia. Min. Embed MECHANICAL 3000 psi CMU Grouted EXPANSION ANCHOR (in.) (in.) Tension Shear Tension Shear FOR CONCRETE AND MASONRY 1/4 2 587 544 - - ELEMENTS 3/8 2 -1/2 1154 1311 753 1288 1/2 3 -1/2 2041 1962 1117 2268 5/8 4 2925 3826 1629 2850 REVISION DATE: 3/4 4 - 3/4 3687 5782 - - DATE: 11 - 12 - 98 1 6 5460 10379 - - DRAWING 543 -003 -A SCALE: 1" = 1" SHEET NO. 1 OF 1 GENERAL NOTES FOR OFFICE USE 1) Design values in pounds are equal to ultimate load divided by 4. APPRDIED AS CQM'rLT1N6 Trull TUE kP PROVED AS COMPLYING WrM THE 2) Edge distance shall be 1.5 times the minimum embedment and center to center um FLORIDA DUILD116CM OUTH LO FLOflDA BUILDING CODE DATE EC AT ..19 distance shall be 2.0 times the minimum embedment. 81 ` �" Y - 3) Anchor installation shall be made in accordance with Hilti's published instal - oGUCrcorTRC1 rnvsav PROI .•a :?DL D1111161 lotion instructions in the Product Technical Guide. BUILDINv GDDE COMPLIANCE OFFMI � 1 , 0G IN CODE COMPLIANCE OFFICE ACCEPTANCE NO, Ot IOo i .0 cE_ CF N0. jq'25 0 1 • L3 ARBAB ENGINEERING, INC. (3R Consulting Engineers Wind Loads Computations Enclosed Structure Input B = 25.69 ft L = 59.35 ft Mean Roof Height ( H ) = 12.73 ft Wall Height = 21.83 Ti -- d IT 11 Wall Area (48" c.c.) = 87.33 ft Roof Angle = 14.06 Roof Area ft2 i -- = 10.00 Area of OverHang = 0.00 ft2 Short Truss Area = 1.83 ft Area of OverHang for Truss = 2.00 ft Mid Truss Area = 5.50 ft2 I Area of OverHang for Truss = 4.00 ft Long Truss Area = 41.56 ft Area of OverHang for Truss = 4.00 ft Girder Truss Area = 39.10 ft2 Area of OverHang for GT = 4.00 ft Skew Girder Truss Area = 12.81 ft Area of OverHang for GT = 5.67 ft2 Exposure : C Importance: II [H o e o � ASCE Combinations: NO _� 1 Stucture type : Enclosed Structure Rigidity : Rigid Basic Wind Speed: 146.00 M.P.H. Max Opening Height = 7.17 ft See Computer Output Windward + Leeward = 53.80 psf Covered Patio I nput B = 25.69 ft L = 59.35 ft Mean Roof Height ( H ) = 9.50 ft Roof Angle = 0.00 ° Roof Area = 10.00 ft Area of OverHang = 0.00 ft Rafter Area = 8.00 ft2 Area of OverHang for Rafter = 3.23 ft2 Stucture type : Partially Open 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305- 891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers Diaphragm Desian - Direction "X" HeightTr;b. y = 7.25 ft Width = 27.67 ft I I .L_J_1J �. ._. Windward + Leeward = 53.80 psf -- — - — — Total Horizontal Load = 10.79 kips -- — — - — — Total Horizontal Load per Side = 5.40 kips Length of Nailing Dir. X = 25.69 ft - Total Horizontal Load per foot = 210.05 Ibs /ft Nailing Design: Using 10d Nails Allowable Shear per Nail = 142.50 Ibs /Nail N° of Nails required per foot = 1.47 Nails /ft Space required between Nails = 8.14 inches U se (1) Row of 10d Nails 6 c.c. Along the Edae 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Reese Residence Fax: 305 -891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers Diaphragm Design - Direction "Y HeightTr;b„tar = 7.25 ft Width = 25.69 ft 7E7 Windward + Leeward = 53.80 psf_.� Total Horizontal Load = 10.02 kips Total Horizontal Load per Side = 5.01 kips Length of Nailing Dir. X = 27.67 ft Total Horizontal Load per foot = 181.07 Ibs /ft Nailing Design : ---- _ —__.. - - - -_ Using 10d Nails -- -- Allowable Shear per Nail = 142.50 Ibs /Nail — -- No of Nails required per foot = 1.27 Nails /ft Space required between Nails = 9.44 inches Used) Row f 10d Nails 67c.c. Alona the E dae 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305- 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. 95 Consulting Engineers hort Truss at Congrete Ream Interior Area Length Tributar = 2.13 ft Uplift = - 406.94 lbs Width Tributar = 2.00 ft Gravity = 276.25 lbs Overhanq Length Tributar = 1.17 ft Uplift = - 214.76 lbs Width Tributar = 2.00 ft Gravity = 151.67 lbs Total Uplift = - 621.70 lbs Total Gravity = 427.92 lbs id Truss at Concrete Beam Interior Area Length Tributar = 3.83 ft Uplift = - 734.08 lbs Width Tributar = 2.00 ft Gravity = 498.33 lbs Overhang Length Tributar = 1.17 ft Uplift = - 214.76 lbs Width Tributar = 2.00 ft Gravity = 151.67 lbs Total Uplift = - 948.84 lbs Total Gravity = 650.00 lbs Long Truss at Concrete Beam Interior Area Length Tributary = 10.83 ft Uplift = 1278.88 lbs Width Tributar = 2.00 ft Gravity = 1408.33 lbs Overhang Length Tributar = 1.17 ft Uplift = - 214.76 lbs Width Tributar = 2.00 ft Gravity = 151.67 lbs Total Uplift = - 1493.64 lbs Total Gravity = 1560.00 lbs Joist at Wood Beam Interior Area Length Tributar = 5.50 ft Uplift = 725.93 lbs Width Tributar = 1.33 ft Gravity = 476.67 lbs Overhang Length Tributar = 1.67 ft Uplift = - 152.33 lbs Width Tributar = 1.33 ft Gravity = 144.44 lbs Total Uplift = 878.26 lbs Total Gravity = 621.11 lbs 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305- 891 -0504 ARBAB ENGINEERING, INC. ( 42 Oq Consulting Engineers li lg at Ledger Interior Area Length Tributary = 5.50 ft Uplift = - 725.93 Ibs Width Tributary = 1.33 ft Gravity = 476.67 Ibs Overhang Length Tributary = 0.00 ft Uplift = 0.00 Ibs Width Tributar = 1.33 ft Gravity = 0.00 Ibs Total Uplift = - 725.93 Ibs Total Gravity = 476.67 Ibs Girder Truss at Concrete Beam Interior Area Length Tributar = 10.83 ft Uplift = - 4063.75 Ibs Width Tributar = 4.83 ft Gravity = 3403.47 Ibs Overhang Length Tributar = 1.67 ft Uplift = - 306.80 Ibs Width Tributar = 2.00 ft Gravity = 216.67 Ibs Total Uplift = - 4370.55 Ibs Total Gravity = 3620.14 Ibs Skew Girder Truss at Concrete Beam Interior Area Length Tributary = 2.92 ft Uplift = - 814.98 Ibs Width Tributar = 3.00 ft Gravity = 568.75 Ibs Overhang Length Tributary = 1.67 ft Uplift = - 306.80 Ibs Width Tributar = 2.00 ft Gravity = 216.67 Ibs Total Uplift = - 1121.78 Ibs Total Gravity = 785.42 Ibs 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. (�� - t3q Consulting Engineers Connection Between Short Trusses and Concrete Beam Maximum Horizontal Forces = 53.80 psf Maximum uplift = - 621.70 Ibs Maximum Gravity = 427.92 Ibs Computation for reaction : B = 27.67 ft Height = 7.25 ft Reaction H = 10.79 Kips ( total ) Reaction H = 5.40 Kips ( per side) L = 25.69 ft Truss Spacing = 24.00 in Reaction H = 420.10 Ibs ( per Truss ) Reaction V = 621.70 Ibs ( per Truss ) Type Use: Uplift L1 Acceptance 1 NVSTA 22 1221.00 1671.00 03- 0224.10 Lateral interaction Horizontal Force + Uplift Force ity Horizontal Capac Uplift capacity 420.10 621.70 Ok!! 1671.00 + 1221.00 0.76 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305- 891 -0504 ARBAB ENGINEERING, INC. (39 Consulting Engineers Connection Between Mid Trusses and Concrete Beam Maximum Horizontal Forces = 53.80 psf Maximum Uplift = - 948.84 Ibs Maximum Gravity = 650.00 Ibs Computation for reaction B = 27.67 ft Height = 7.25 ft Reaction H = 10.79 Kips ( total ) Reaction H = 5.40 Kips ( per side ) L = 25.69 ft Truss Spacing = 24.00 in Reaction H = 420.10 Ibs ( per Truss ) Reaction V = 948.84 Ibs ( per Truss ) Type Use: Uplift I L1 Acceptance 2 NVHTA 22 2133.00 1 1617.00 1 03- 0508.04 Lateral interaction Horizontal Force + Uplift Force 7 Horizontal Capacity Uplift Capacitor 420.10 + 948.84 = 0.70 Okll 1617.00 2133.00 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305- 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. qq Consulting Engineers Connection Between Lonq Trusses and Concrete Beam Maximum Horizontal Forces = 53.80 psf Maximum Uplift = - 1493.64 Ibs Maximum Gravity = 1560.00 Ibs Computation for reaction B = 25.69 ft Height = 7.25 ft Reaction H = 10.02 Kips ( total ) Reaction H = 5.01 Kips ( per side ) L = 27.67 ft Truss Spacing = 24.00 in Reaction H = 362.15 Ibs ( per Truss ) Reaction V = 1493.64 Ibs ( per Truss ) T ype Use: I U lift L1 Acceptance 2 NVHTA 22 1 2133.00 1617.00 03- 0224.10 Lateral interaction Horizontal Farce + Uplift Farce Horizontal C- i pacity Uplift rCapacii 362.15 + 1493.64 0.92 Ok!! 1617.00 2133.00 11900 Biscayne Blvd., Suite# 508 North Miami, Fla 33181 Phone 305- 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers Connection Between Joist and Wood Beam Maximum Horizontal Forces = 53.80 psf Maximum Uplift = - 878.26 ibs Maximum Gravity = 621.11 ibs Type Use; U li I L1 Acce tance 3 1 RT24 1020.00 C070 .00 01- 0912.05 NVHCL /R 525.00 253.00 1 04- 0510.03 Connection Between Joist and Ledger Maximum Horizontal Forces = 53.80 psf Maximum Uplift = - 725.93 Ibs Maximum Gravity = 476.67 Ibs Type Use: Uplift I Gravitv I Acceptance 4 JL210 995.00 1 1560.00 1 01- 0327.04 1) RT24 1020.00 1 0.00 1 01- 0912.05 11900 Biscayne Blvd., Suite# 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Reese Residence Fax 305- 891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers Connection Between Girder Truss and Concrete Beam Maximum Horizontal Forces = 53.80 psf Maximum Uplift = - 4370.55 Ibs Maximum Gravity = 3620.14 Ibs --Type Use: Uplift Gravity Acceptance 5 2 Ply GT Single Bolted 2 5/8" Hilti Kwik Bolt 5800.00 - 91 � Max. Uplift = 5800.00 Ibs i z Uplift per Leg = 2900.00 Ibs /4 .. Uplift per Bolt = 2900.00 Ibs TOP OF < TYP. CONC. BEAM "Y Use Hilti Kwik Bolt II cp = 5/8" Allowable Shear = 3826.00 Ibs OK!! Allowable Tension = 2925.00 Ibs :._ Min. Embedment (in) = 4.00 1V. Min. Edge Distance (in) = 4.00 Min. c.c. Distance (in) = 6.00 -, i ! Wood Member Check 1 _4 32" — Material Properties Southern Pine N° 2 Checking For Shear f"= ( /( v = Shear v = 5800.00 Ibs b = total net width b = 3.00 in d = net height d = 36.00 in d' = min. distance from the edge to center of the bolt d' = 18.00 in Allowable Shear 90.00 psi Condition for a 2 "x 4" member N° 2 f„ = 80.56 psi < 90.00 psi ( Allowable Shear) Oki! 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. 1w O-P 13q Consulting Engineers Connection Between Skew GT and Concrete Beam Maximum Uplift = - 1121.78 Ibs Maximum Gravity = 785.42 Ibs Type Use: Uplift I Gravity Acceptance 6 NV358 -22 2245.00 - 04- 0510.03 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Reese Residence Fax: 305-891-0504 ARBAB ENGINEERING, INC. 1c) Consulting Engineers Fastener Schedule No Type Seat / Header Straps / Truss UPLIFT N.O.A. NVSTA 22 12 16d 6 10d x1 112" 1221.00 03- 0508.04 2 NVHTA 22 24 16d 6 10d x1 1/2" 2133.00 03- 0508.04 3 (1 ) RT24 (18 )16d 1020.00 01- 0912.05 NVHCL /R 6 10d x 11/2" 6 10d x 11/2" 525.00 04- 0510.03 4 JL210 14 ) 10d ( 8 8d x 1 1/2" 995.00 01- 0327.04 1 RT24 6 10d x 11/2" (6) 10d x 11/2" 1020.00 01- 0912.05 5 2 Ply GT Single Bolted See Detail 5800.00 2 5/8" Hilti Kwik Bolt 01- 1001.03 6 NV358 22 ( 8 10d x 3" 8 10d x 5" 2245.00 04- 0510.03 3-✓ � FCC p � 5 R § - ' 7� RS,; ., 9. 7 2 RT 24 nn 18 16d 1020.00 01- 0912.05 ON 11900 Biscayne Blvd., Suite# 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Fax: 305 - 891 -0504 Reese Residence ARBAB ENGINEERING, INC. Consulting Engineers Ledger Type 2 R.T. Wood Anchor Bolt 0 0 0 P.T. Wood Anchor Bolt 4- ( 2) P.T. Wood 2" x 10" continuous along the wall with 5/8" Hilti kwik Bolt -II min. 6" embedment spaced at 16" c.c.,NOA : 01- 1001 -.03 Vertical Load = - 108.99 psf W tributary = 5.50 ft Load = 599.45 Ibs /ft spacing = 1.33 ft Shear per Bolt = 799.26 Ibs Effective Height ( H) = 9.50 in Effective Width ( W) = 1.50 in N° of Ledger = 2 Unit Shear ( Bolt) = 799.26 Lbs Tension ( Bolt) = 504.80 Lbs ( Bolt Place@ Midheight of the ledger ) Ledger Check f„= (3v) /(2bd) v = Shear b = total net width d = net height d' = min. distance from the edge to center of the bolt V = 799.26 Ibs b = 3.00 in d = 9.50 in d'= 4.75 in Allowable Shear = 90 psi Condition for a 2 "x 8" member No 1 f� = 21.03 psi < 90.00 psi ( Allowable Shear) OK!! 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. 105 Consulting Engineers • Anchor Bolt Design as per ACI -302 DA. 1.1 �oNn > N ( D -1 ) cOV,, > V,, ( D - 2 ) N„ = 671.38 Ibs V = 1063.02 Ibs D.4.4 ( Strength Reduction Factors ) For Bolt Use c) Anchor governed by concrete breakout, side face blowout, pullout, or pryout strength Condition A Condition B i) Shear Loads : 0.75 0.70 ii) Tension Loads : 0.75 0.70 ( Hooked Bolts ) Note 1) Condition A applies where the potential concrete feilure surface are crossed by supplementary reinforcement 2) Condition B applies where such supplementary reinforcement is not provided 3) Strength Reduction Factors are for Service Loads Will Use Condition B cp = 0.70 ( For Shear) = 0.70 ( For Tension )' TENSION D.5.1.2 Nominal Strength of an anchor or group of anchor in tension shall not exceed: N = n Aye Fut ( D -3 ) n = Number of Anchors A = Effective cross section area of an Anchor F = Shall not be greater than 1.9 Fy or 125 ksi n =1 Ase = 0.31 in ( For 5/8" Expansion Bolts ) Fit = 58.00 ksi N = 17.98 kips • 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax 305 - 891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers D.5.2.1 Nominal Concrete breakout Strength N or N lb9 of an anchor or group of anchor in tension shall . not exceed : For a single anchor: NO = ( An / Ano) q +3 Nb ( D -4 ) A = 9 h hef = Length of Emb. A = From Fig. RD.5.2.1(b) ACI 318 -02 / 413 Nb= k V fo hef1.5 k= 24 Cast in place anchors k = 17 Post Installed anchors \P2 = 1 if Cmin > 1.5 h Cmin = Min. Edge distance of Bolt Cmin = 4.75 < 1.5 h + 2 = 0.7 +(0.3C /1.5h +2= 0.858333 *3 = 1.25 Cast in place anchors +3= 1.40 Post Installed anchors h = 6.00 in A = 324.00 in' A = 247.50 in +2= 0.858333 * 3 = 1.40 f'o = 3000.00 psi Nb = 13.68 kips N 12.56 kips 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING INC. Consulting Engineers D.5.3.1 The Nominal Pullout Strength Npn of an anchor in tension shall not exceed Npn = `I'aNp ( D -12 ) N = 0.9 f, e d ( D -14 ) 3 d e < 4.5 d 4 /4 = 1 ( worst case for section cracked ) d 0.625 in e = 3 d 1.875 in N = 3.16 kips N = 3.16 kips (PNn ° 2.21 kips 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. tog o� Consulting Engineers SHEAR D.6.1.2 Nominal Strength of an anchor or group of anchor in Shear shall not exceed: V = 0.6 n Ase F ut ( D -18 ) n = Number of Anchors A = Effective cross section area of an Anchor F = Shall not be greater than 1.9 Fy'or 125 ksi n= 1 A = 0.31 in2 ( For 518" Expansion Bolts ) F = 58.00 ksi V = 10.79 kips D.6.2.1 Nominal Concrete breakout Strength Vob or V ob9 of an anchor or group of anchor in shear shall not exceed : For a single anchor: ( Shear Perpendicular to the edge ) V ( A / Avo) +s +7 Vb ( D - 20 ) Avo = 4.5 cl2 ( D -22 ) c, = edge distance A = From Fig. RD.6.2.1(b) ACI 318 -02 / 421 • V = 7 ( I / do )0.2 V dofc (cl)LS ( D -23 ) 'P6 = 1 if c > 1.5 c, + 0.7 +0.3(c if c <1.5c � 1 + = 1 Worst case c, = 4.75 in Avo = 101.53 in` A„ = 85.50 in` do = 0.625 in ( Bolt Diameter) fc = 3000.00 psi Vb = 3.45 kips Vob = 2.90 kips 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 -891 -5049 Reese Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING INC. jr)q «qq Consulting Engineers D.6.3.1 The Nominal Pryout Strength Vpn of an anchor in shear shall not exceed Vcp = Kc ( D -28 ) N eb = ( An / Ano ) `I'2 +3 N ( D -4 ) K, = 2 ( for hef > 2.5 in ) Nib = 12.56 kips V = 25.12 kips ( PVn = 2.03 kips D.7.3 Interaction of tensile and shear forces + V U < 1.2 �oN On 671.38 + 1063.02 0.8 OK.. 22 2032.02 — i D.8.1 Minimum Distance center to center 4 d, = 2.50 in okil D.8.2 Minimum Edge Distance 6 d = 3.75 in ok!! 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305- 891 -5049 Reese Residence Fax: 305- 891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers Ledger Schedule Mark Description Fastener L -2 2) 2" x 10" 5/8" Hilti Kwik Bolt II @ 16" c.c. 6" mina Emb. 11900 Biscayne Blvd., Suite# 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Fax: 305 - 891 -0504 Reese Residence M I A M I-DADE MIAMI -DARE COUNTY, FLORIDA • METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) . 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Nu -Vue Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the 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 NVTP, NVHTA, NVSTA & NVHC. APPROVAL DOCUMENT:: Drawing No. NU -1, sheets 1 through 2, titled "Truss Anchors and 5-Way Clip & Truss and Top Plate Anchors," with no revisions, dated 05/29/00, prepared by Nu -Vue Industries, Inc. signed and sealed by V. N. Tolat, PE, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1090, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 00- 0327.03 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No: 03 -0224.10 ©{ Expiration Date: May 22, 2008 Approval Date: April 17, 2003 Page 1 it Of l3a Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A DRAWINGS 1. Drawings prepared by Nu -Vue Industries, Inc., titled "Truss and Top Plate Anchors" and "Truss Anchors and 5 -Way Clip ", drawing No. NU -1, sheets and 2, dated 05/29/2000 with no revisions, signed and sealed by V. N. Tolat, PE. B TEST Test reports on wood connectors per ASTM D1761 by Atec Associates, Inc., signed and sealed by P. G. Read, PE. Report No. Wood Connector Direction Date 1. 03697.0001 NVSA44 Down . 11/27/96 2. 03697.0001 NVHC Lateral & Uplift 11/27/96 3. 03697.0001 NVBH24 Down & Up 11/27/96 4. 03697.000 NVHTA Lateral & Uplift 11/27/96 Test reports on wood connectors per ASTM D1761 by QCM Metallurgical, Inc. signed and sealed by F. Grate, PE. Report No. Wood Connector Direction Date 1. 6EM -1364 NVTP4 Uplift 07/17/96 C CALCULATIONS Report of Design Capacities prepared by V. N. Tolat Product Model No. of Pages Date Signature 1. NVHTA 2 through 4 12/06/96 V. N. Tolat, PE 2 NVBH 5 through 5 12/06/96 V. N. Tolat PE. 3. NVSA 7 through 7 12/06/96 V. N. Tolat, PE 4. NVHC 6 through 6 12/06/96 V. N. Tolat, PE 5. NVTP 1 through 1 12/06/96 V. N. Tolat, PE. D STATEMENTS 1. No Financial Interest letter issued by Vipin N. Tolat PE. on 12/18/96 signed and sealed by V. N. Tolat, PE. 2. No change letter issued by Nu -Vue Industries, Inc. on 03/17/03 and signed by M. R. Guardado. Candido F. Font PE. Sr. Product Control Examiner NOA No 03- 0224.10 Expiration Date: May 22, 2008 Approval Date: April 17, 2003 E -1 Top Plate Anchors. They are designed to anchor top and bottom wood plates to wood studs. Holden Double Strap Riveted Truss Anchor They are designed of 14 gauge steel plates to resist lateral and uplift forces. The seats are made of 20 gauge steel. 1 9 I 9i UPLIFT I 0 01 a ° o d ° li o 0 0 0 1 o 91 i B o o I J; t o' ° b o 0 0 0i o w � pzm 1 _ I Product Lumber Plate Dimensions Fastener Uplift Fastener Uplift ! Product Strap Dimension Fastener Uplift Fastener Uplift Fastener Ll L2 Lbs. Lbs. Code Size Gauge A B 8d Lbs. lod Lbs. Code Gauge H lOd' Lbs. 16d' Lbs. lOdx li ` NVTpq 2x4 20 3 - 5/8" 7 - 3/16" 6 800 6 968 NVHTA 8 14 8" 8 1935 8 2028 6 1617 1943 NVHTA 10 14 10.. 10 2133 10 2133 6 1617 1943 NVTP6 2x6 20 5 - 5/8" 8" 8 1067 8 1200 NVTpg 2x8 20 7 - 318" 8 - 3/16" 10 1200 10 1200 NVHTA 12 14 12" 12* 2133 12* 2133 6 1617 1943 NVHTA 14 14 14" 14* 2133 14* 1 2133 6 1617 1943 NVTP4H 2.4 18 3 - 5/8" 7 - 3/16" 12 1 1200 12 1200 NVTP6H 2x6 18 5 - 5/8" 8" NVHTA 16 14 16" 18* 2133 18* 2133 6 1617 1943 NVTpgg 2x8 18 7 - 3/8" 8 - 3/16" NVHTA 18 14 18 20* 2133 20* 2133 6 1617 1943 NVHTA 20 14 20" 22 2133 22 2133 6 1617 1943 1) Minimum Nail Penetration 10d = 1.776" & 1.572" NVHTA 22 14 22" 24* 2133 24* 2133 6 1617 1943 1) Minimum embedment into concrete 4 ". PRODUCT RENEWED 2) * number of fasteners can be reduced to 10 without lowering anchor capacity. 85 w-j ly:"R acrn the Florida 3) 3 Total number of fastener in both straps. - f 4 10 GENERAL NOTES: 4) 4 Total number of fastener in seat. 5) Nails are necessary in straps and seat to achieve design loads. 6) See Note 1 under Fiveway Grip clip ( sheet 2 ) for combined loading. t DadePraaan Cbatra l a) The approved products shall be made of galvanized steel conforming to ASTM A653 stmetu ai quality Grade 33 D1rielos Nails through chords shall not force the Cross plate on the opposite side. (min. yield 33 ksi ) and a minimum coating of G90 according to ASTM A525. b) Allowable loads are based on National Design Specifications for wood construction 1991 Edition & 1993 Errata. VIPINN. TOLAT, P.B. c) Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for other species or APPROyED AS COMPLYING WITH THE ( CN Nn -Vu e �. D) \ 1053 -1059 Bast 29 street conditions shall be di d t ad accordingly . . # 12847 l PAY• SOUiH FLORIDA BUILDING CODE FL REG . Hialeah, Florida 33013 d) Fasteners are common wire nails, lag screws or bolts for single shear as showed and noted on the approval DA zoeo (305) 694 -0397 e) All tests were conducted in accordance with ASTM D -1761. By Fax: (305) 694 -0398 t) Allowable loads for wind uplift have already been increased by a duration load factor of 33% and no other increase is PRODUCT CONTROL DIVISION "k ,JCS' - TRUSS AND TOP PLATE ANCHORS allowed. BUILDING CODE COMPLIANCE OFFICE IUJ ACCEPTANCE N0. ®p -��2' f33 6 2 DWG#: Sheet Date: Revisions: NU -1 1 of 2 May 29' 2,000. W .5.7 Deep Seat Truss An chor. They are designed to resist lateral and uplift forces. The strap is F'1VeWay Grip Clip (520). They are designed from IS gauge steel to secure rafter and trade of 14 gauge steel and the seats of 20 gauge steel trusses to wall studs or top plates and wall studs to sill plates. UPLIFT UPLIFT UPLIFT 12 ' L2 L2 o- - — --L / Ll Truss Ptote requlretl to = o t'—f— uplift to bott- Nord. p �t. s 0 wo Lt Product Description Fastener Allowable Loads W Code Header Joist Uplift Ll L2 NVHC 5 way Clip 16 - 8d 12 - 8d 710 560 730 37 or or 16 - lOd 12 - lod Product Strap Dimension Fastener Uplift Fastener Uplift Fastener Ll L2 or or Code Gauge H 10d' Lbs. 16d' Lbs. 10d x 11' Lbs. Lbs. 16-6d 12-6d NVSTA 8 14 8" 5 1221 5 1221 6 1671 1541 1) Combined load of Uplift with Ll or Uplift with L2 must satisfy the following equation: NVSTA 10 14 10" 6* 1221 6 1221 6 1671 1541 NVSTA 12 14 12" 7* 1221 7 1221 6 1671 1541 j Actual Uplift Actual Ll or L2 NVSTA I4 14 14" 9* 1221 9 1221 1 6 1671 1541 } <= 1.0 NVSTA 16 14 16" 9* 1221 9 1221 6 1671 1541 j Allowable Uplift Allowable Ll or L2 NVSTA 18 14 18" 10* 1221 10 1221 6 1671 1541 ` 2) For General Notes see Sheet L NVSTA 20 14 20" 11* 1221 11 1221 6 1671 1541 NVSTA 22 14 22" 12* 122I 12 1221 6 1671 1541 i PRODUCrRENVAIM n- nplybg wla the Fbddf 1) Minimum embedment into concrete 4 ". 1%d 5 r , Cis" 2) * number of fasteners can be reduced to 5 without lowering anchor capacity . e" - 0 4.& 5 3) s Total number of fastener in strap. 4) 4 Total number of fastener in seat IHnt Dade Product Chwtm 5) Nails are necessary in strap and seat to achieve design loads. DtVWM 6) See Note 1 under Fiveway Grip clip for combined loading. 7) Nails through chords shall not force the truss plate on the opposite side. VIPINN. TOLAT, P.E. (Cn�) Nu -Vue Iadustties,Inc. APPROVPD AS COMPLIANG WITH THE FS. REG. # 12847 1053 -1059 East 29 Street SOUTH PLOBIDA BUILDING CODE Hiakah, Florida 33013 DAT t 2806 (305) 694-0397 BY Fax: (305) 6940398 PRODUCT CONTROL DIVISION TRUSS ANCHORS AND 5 -WAY CLIP BUILDING CODE COMPLIANCE OMCE O . ACCEPTANCE N0. BO ^0373.0 C,Z DWG #: SJuet Date: Revisions: NU -1 2 of 2 May 29, 2,000 r-- << (3q M l A M 100 rVIlAMI -DADE COUNT FLORIDA METRO -DADE FLAOLER.HUILDINC BUILDING CODE COKPLtAr4CE OFFICE ME11t0-DADC rLAGLuk BUILDING 140 wtin mLAowm sm. r•r. SURE 1603 MIAMI, FLORIDA 33130 =1563 Pitt UCT CONTRC)L NOTICE Off' ACCEPTANCE ( 37.5-290.1 FAX(305)375•2908 United Steel Products Company CvNTRACrol €L1C"i .51NGsi.crto 703 Rogers Drive (P. O. Box 80) (305)M-1527 FAX(303)376-2558 Molntgonlery,IVIvN 56069 ca(wrliAcroxiIsN1;o(tCx NT DIVISION (305) 375.20,66 IWX(305) 395- 2668 ifitr DUar CoNrI1014 DIVISION (30S) 31541902 FAX (305)372.6339 Your application for Notice of Acceptance (NOA) of USP Lumber Connectors under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, -and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein, This NOA, shall not be valid after the expiration date stated below, BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing, If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately, BCCO reserves the right to revoke this approval, if it is determined by BCCCI that this product or material fails to meet the requirements of the South Florida Building; Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: O1- 0912.05 EXPIRES: t0l09 /2008 Raul xoartgucz Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITI_QNl BUILDING CODE & PRODUCT. RSYIEW COIVIMITTEEO This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J Quintana, R,A;. Director Miami -Dade County APPROVED: 11/01 /2001 Building Colo Compliance Office kVO4500o11pc200011templatoslnottce acctptance coverpage.dot Internet mail address: 110StCIIkgteI'@li. llditigcodeeiilimcom Hamepago: bttp://www.buildingeodconlitic.com United Stecl Products Cam an, • ACCEPTANCE Nl7• 01-0)I21} APP ROvrm: NOV 1 EXP1(RES. 1U/U9120 8 NOTICE OF ACCEPTA-NCr: SPECIFIC CONDITIONS 1. SCOT' 1.1 This renews and revises the Notice of Acceptance No. 00- 0913.07, which was issued on 1210712000: -1t approves wood connectors; as described in Section 2 of this Notice ofAcceptance, designed to comply with the South .Florida 6tiilditag Code (SFl3C ) , 1994 Edition for Miami -Dade County, for the locations avlacre the actual loads as determined by SF8Q Chapter 21, do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 Tile USP Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No, MDADG nand sheets 1 of 1, titled "RT AND TA SC~111CS ", prepared by United Steel Products Company, dated 10106 /00 with no revisions. The drawings shall bear the Miami -Dade County Product Control Approval stump with the Notice of Acceptance number and approval (late by the Miami -Dade Product Control Division, These documents shall hereinafter be referred to as the approved drawings, 3. LIKI'I'ATIONS 3.1 Allowable loads are for Southern Yellow Pine or better with a specific gravity of 0.55 and moisture contont of 19% or less. 3.2 . Allowable loads are based oil testing per AS1'M D] 761 and calculations'per National Design Specifications for Wood Constriction 1991 Edition & 1993 Errata. 4" INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. 5. LABELING S:I Each wood connector shall bear a permanent label with the manul acturer's name or lotto, city,, state and the following •staatcttzent : "'Miaxati -Dade Couaaty Product Control Approved 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identiticd in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed. installation. 6.1.3 Any other document required by the Building Official or the SE:l3C in order to properly evaluate the installation of these products: Candido font, PS, Sr Product Coi*ol•frxaniitier Product Control Division 2` Utlited Steeet Products Cotilrra n ACCEPTANCE NO: 0I -0 APPROVED: NOV 0 1 _. ExPl[RES 10/02tgkos Nf TICS Or AC CEPjA_NCE STANDARD CONDITIONS L Renewal of this Acceptance ( approval) shall be considered after a renewal application lens been riled and the original submitted documentation, including test supporting data, engineering documents, are no alder than eight (8) years. 2. Any and all approved products shall be permanently labeled with ilic manu acturer's name, city, state, and, the following statement: "Miami -Dade County Product Control Approved ", or -,is specifically stated in the specific conditions this Acceptance. 3. Renewzals;o €Acceptance will not be considered if a) There has been in change in the South Florida Building Code affecting the evahration of this product and the product is not in compliance with the code changes; h) The product is no longer the same product (identical) as the one originally approved; e) If the Acceptance hoider has not complied with all the requirements ofthis acceptance, including the correct installation of the product, cl") The engineer who.originally prepared, signed; and scaled the required documentation initially submitted is no longer pralcticing:the engineering profession. 4. Any revision or change in the materials, use, and/or manufricture of the product or process shnil automat Bally be cause for termination of this Acceptance, unless prior written approval has been requested; (through the filing of a revision application with appropriate fee) and granted by this officc. 5. Any of the following shall also be grounds ror removal of this Acceptance: :l) U11satisfactory performance of this product or process. b) Misuse ofthis Acceptance as an endorsement of any product, for saalcs, advertising, or any other, purpose 6. The Notice of Acceptance .number preceded by the words Miarni -Dade County, Florida, and followed by he expirationdate maybe displayed in advertising literature. If any portion of tile Notice of Acceptance is displayed -, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall beprovidcd to the user, by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal. the copies, 8. Failure to comply with any section ofthis Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of !rages 1, 2 and this last page 3. Candido Pont, I'C, Sr. Product Control Exalmincr Product Control Division END OF THIS ACCEPTANCE 3 N RA NOT -F I � � U STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 337 AND A MINIMUM GALVANIZED COATING OF G90 2) FASTENERS ARE CCIM140H WIRE NAILS UNLESS OTHERWISE NOTED 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION • FACTOR_. OF 332 FOR WIND LOAD CONDITION, . NO FURTHER INCREASE IS ALLOWED L 4), My SHORT TERM DURAT ARE INCREASED 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL. DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 6� 1991 EDITION L, 1993 ERRATA, FOR SOUTHERN. YELLaV PINE CG= (I.55 OR BETTER) L TEST PERFORMED -IN ACCORDANCE WITH ASTM DIM RT' RAFTER TIE SERIES TRUSS ANCHOR 1 1 , r 14 GAUGE TA/TAR UG E SERIES I Z4 GAUGE Product Dimension Fasteners Allowable Load Code '100 ° /a l3 lift 133 °b Product Dimension Fastener AilotnrableLoad C e L 16d Down 100% S,`•' 6 n Code Length 10d x 1.5" uplift L1 L2 -- -- TAIXTAl2R 12" 5 — 215: 245 RT10 1 8 d55 -- -- TA141TA14Ft 14 6 830 215 245 RT12 12" 8 455 ---- TA1i71TA16R' C6 ' 6 830 215 '245 RT14 14" 10 565 755• TA181TA18 1.8" T 370 215 345 RT1G 16" 12 6180 905 TA20tTA20R 20" 9 1040 215 345 RT18 1,8" 14 795 1020 TA271TA22R 22" 10 1155 256 345 11720 20•" 16 905 1020 TA241TA24R 24" 11 1270 255 345 RT22 22" 18 1020 1,020 Motes 1) L1 are loads applied parallel to bearing wall RT24 24" 18 1020 1020 2) L2 are loads applied petpendicWartobearingwall RT28 28 18 1020 1020 3) Mnimum embedment of ties 4" RT30 30" 18 1020 1020 4) Allowable loads for upin L1 and L2 are not to be combined RT32 32" 18 1020 1020 5) IvInimum nalll penetration 1 .5" TA R TA RT34 34" 18 1620 1020' RT36 36"' 18 1 1020: RT38 38" 18 1020. 1020 ,IPPxOYED AS €t?F F1YSnn YiIISi THE UNITED S2' F_L PRODUCTS COWANY 703 R=AZ pRIVr- NDNT=t CRt. !R1 U04+1 RT40 44" 18 1020: 1020 SOUTH FLORIDA illfil9N ME � � fS07> zu RT44 44" 18 1020 1020 BITE RT48 48" 18 1020 1020 AY (, COI RT AND TA SERIES +a 1) Number affastellers shaft be equally divided between rafter and PRODU€ !, DiflRN x iw+AS AL�CN xDLDCN 2} Penetration is assumed to be 1 112" into wood RU1L0110 CODE CF'tMfl M E.O 10/0/00 AfCUTADCE Nb, �-d412 -o FtORD1A RCG; N 5 6 PROFESSIONAL O , r Soa- ) 9 u1v1La -O, SOLLJ @. I I MDADE !1ct ei� (3Ct MIAMI-13% A -13% AOE MIAMI -DARE CO UNTY, FLORIDA METMDADI; PLAGLER BUILDING BUI CODE C60Yll LIA OFFICE METRO -DADEs FLAGLER BUILDING l ilt) WEST ITAGLFtt STRI I', SUITE 1603 PRODUCT CONTROL NOTICE .. OF ACCEPTANCE (305) 375-2901 I`AX ( 5) 375 ?9ox Urrtted Stce! Products Comp,ltny coNTttAtrt'oR t ICiTNSINCr S CrION 703 Rogers Drive {I'. 'E). Box 80) (3tls} 31$ -W7 FAX i3Us) 375- '?sstt i'V1tlntl;orne ,MN 56069 oniti I'IUA( °E DIVISION (30 375 -2066 FAX (305) 375 -2908 Your application for Notice of Acceptance (NOA) of: (305) 375 -2902 r•AX (305) 372-63 Face Mount Joist 1` Angers under Chapter 8 of the Code of Miami -Dade County governing. the use of Alternate Materials and 'Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein This NOA shall not be valid latter the expiration date stated below BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for duality control testing. 1f this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by I3CC0 that this product or material fails to meet the requirements of the South Florida Building Code. TileeCpense of such testing will be incurred by the manufacturer. ACCrPTANCE NO.: l- 0327.01 EXPIRES: 06/04/2006 Raul Rodrigtiez Chief Product Control Division THIS IS THE COVERSI•ILKT AEF ADDITIONAL PAGES FOR SPI•a : tFI 1�fll GFNI�RAL CON1)I'I'IpN.S I3UILDIN(3 CODE; & PRODUCT RFyif;W ComtmIT`ITE E, This application for Product Approval has been reviewed by the BCCO and approved by the Building Codc and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana; R.A. Director lviiaiiii -Dade County APP RO V ED: 05 Building Code Colllpliance Oflice % s 04500 0 1 4 pc20U011templateslnotice acceptance cover:page;dot ititernet mail address: postnyststcr Qhuildingeodconiinc.conI Homepage: http:/ /wivw,}IUildingeodeottline,coni lao c� 139 United Steel Products Comn•tnY ACCEPTANCE NO: 014327.114 APPROVED: 9Ay 3 1 200 EXPIRES: 06 /0 NOTICE "OF ACCEPTANCE: SPECt 'IC CONDITIONS I. SCOPE 1.1 This 'renews the Notice o Acceptance No. 97 -12 15.07, which was issued on 06/04/98. It approves wood connectors; as described in Section 2 of this Notice or Acceptance, designed to comply wi the South Florida Building Code (SFl3C ), 1994 Edition for Miami -Dade County Por the locations where the actual loads as determined by Sl: B;C Chapter 23, do not exceed the design load indicated in the approved drawings. 2. PRO[1UCT'DESCRIPTION 2.1 The United Steel Wood Connectors shall be fabricated and used in strict compliance with the following. documents; Drawing No. 1-1JC /JUS 1SKl4 /JL, sheet I and 2 oft, titled "Face Mount Joist Homers ", prepared by United Steel Products Company, elated 03/20/01 with no revisions. The dra wings shall bear the Miami -Dade County Product Control Approval statnp with the Notice of Acceptance number and approval date by the Miami-Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Pine or better with a specific gravity of 0.55 and moisture; content of 19% or less. 3.2 Allowable loads are based on testing per ASTM 01761 and.calculations per National Design SpeeJ fications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood Connectors shall be installed in strict compliance with the approved drawings, 5. LABELING 5.1 Each wood connector shaII bear a permanent label with the manufacturer's naina or logo, city, state and the following statement, "Miami -Dade County Product Control Approved 6. BUILDING PERMIT 6.1 Application For Building, Permit shall be accompanied by copies of the following 6.1.1 This Notice of Acceptance C.1.2 Duplicate copies or the approved drawings as identified in Section 2 of this Notice ofAcceptancc clearly marled to show the hangers and angles selected for the proposed installation. G,1.3 Any tither document required by (lie Building Official or the SF BC in order to properly evaluate the , installation of these products, Candido Forst, P13, Sr, Product Control Examiner Product Control Division iat c�� -c3Q United Steel Products Conjpapy ACCEPTANCE N4 4:: 01- 0327.04 APPROVED: SAY 3 1 20 01 EXPIRES 004/2006 NQTjCC OF A =CCEPTANCE STANDARD CONDITIONS' 1. Renetival of this Acceptance (approval) sliali be considered after a renewai application has been tiled and the original submitted documentation, incliuding; test - supporting data, engineering; documents, are no older than eight (9) years. 1 Any and all approved products shall be permanently >labeled with tite manufacturer's name, city, state, and the fallowing statement: "Miimi -Dade County Prodtiet Control Approve(l", or ns specifically stated in tltc spccif c conditions or this Acceptance. 3. Renewals of Acceptance will not be considered it`: :t) There hasz been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; I)) `I'lie product is no longer the same product (identical) as the one originally approved c) lfthe Acceptance holder has not complied with all the requirements of this acceptance, including tite correct installation of the product; d) The engineer who originally prepared, signed and sealed the required docutnentation initially submitted is no longer practicing the engineering profession: 4. Any revision orchange in tiie materials, use, and /or manufacture of tile product or process sliall automatically be cause far termination of (his Acceptance, unless prior written approval has been requested (through the filing; of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance. a) U► satfsfhetory performance or this product or process. !�} Misuse of this Acceptance as an endorsement orally product, for stales, advertising; or anyother purpose; G, '!'he Notice of Acceptance number preceded by the words M' ami-Dade County, Florida, and followed by the , expiration date may be displayed in advertising, literature. If any portion of'the Notice of Acceptance is'displayed, then it shall be done in its entirety. 7. A copy of this Acceptatce as well as approved drawings and other documents, where it applies, still[] be provider) to the user by the manufacturer or its distributors and shall be available for inspection at tho'job site at all time. 'Cite engineer steed not reseal the copies. fl. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. H. This Notice ofAcreptance consists of pages 1, 2 and this last page I a.Y . n/^^'• % 'te Candido Moat, PE, Sr; Product Control Examiner Product Comm[ Division C:ND o "rtw ACCT iTANC1 3 PRODUCT STEEL DIMENSIONS Gn:) FASTENER SCHEDULE ALLOWABLE LOADS Ctbs.) GENERAL NOTES CODE GAME W I H I D I A HEADER JOIST DOWN UPLIFT 1) STEEL.$HALL CONFORM TO AST.M..A653. STRUCTURAL GRAVE 33: VQ.N. . AND A MINIMUMGALVANIZED COATING OF ':G -60 SKH26` t6 , 1 9/16 5 1/4 17 .18i 3/15 CV 16d ] (6) 100 x 1 1/2 805 - N/A 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERW &SE NOTED' 3) ALLOWABLE UPLIFT LOADS RAVE. BEEN INCREASED B 01 SHORT TERM 1 M €ter cut required on end of ,Foist to achieve atlowabte toads., DURATION FACTOR OF 37/ FOR WIND LOAD CONDITION. 2 Minimum header thickness shall be 2 inches For 16d halts, NO FURTHER INCREASE ALLOWED. 3 Attcwebte DOWN. toad fisted is at IOOG Duration o.F Load: - _ 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED' BY SHORT TERM 4 Uptift Loads tlstecf as N/A. had uotiFt capacity Tess than true required 700 pounds. DURATION FACTOR 5) ALLOWABLE TOADS ARE BASED OPt THE NATIONAL DESIGN SPECIFICATIONS. 5 SKK26 is skewed Right or Le Ft. FOR WOOD CONSTRUCTION 1991 EDITION 6 1993 ERRATA, FOR A SOUTHERN YELL13W PINE CG= 0.95 OR BETTER) & TEST PERFORM D IN ACCORDANCE WITH ASTM B1761 P C 6 O 1 TYPICAL SKH26L INSTALLATION SKH26L PRODUCT STEEL DIMENSIONS tin,) FASTENER SCHEDULE ALLOWABLE LOADS C €bsJ CODE GAUGE. W H 4 I A HEADER JOIST DOWN UPLIFT, . JL24 20 1 9/16 3 1 1/2 15/16 t4> tOd C23 Sd x X 1/2 480 N/A JL26 20 1 9/16. 4 3/4 1 1/2 15116 C$) Xod (4) Bd, x 1 1/2 670' N/A ki'ii;WU"' AS l5i9fi 7; it JL28 eO . I 9 /16 6 3/8 1 1/2 15 /t6 ..CIO) 10d C6) 8d x. 1 I/2 1120 750. SOUTH F01110, I€tl ;l[:i = „ !"? „ "•.1 e;,Tf M AQ JL210 ' 20 - t 9116 8 1/4 1 1/2 #5116 <143 IOd f8) 8d x 1 1/2 1$60 995 qX• JL262 ' IS 3 1/16 S 2 1 1/4 CS) 164 (4) 8d 1075 N/A J1.282. is 3 1/16. 7 2 1 1/4 Cie> 16.1 (6) ad 1610 Boo _ 0/-0323.6y JLE102' is 3 1/16 8 2 1 I /St C14) 16d (B) Bd 18BO 1070 1 Min€nun header thickness shah be 1 3/4 inches Our 10d nolts and 2 inches for l6d'na0s.'" 2 Allawabte DOWN Load listed is at 100% Duration of Load. 3 UptiFt Loads tasted as N/A had uptlFt capacity tens than the required 700 pounds. UNITED STEEL PRODUCTS. CO 703 ROGERS DRIVE MONTGOMERY MN 56069 FACE MOUNT r �� go JOIST HANGERS C DATE. _.A3/_gp!ot_ r DRAWING NUMBER: HJ / Kt }JL THOMAS A. KOLDEN, P.E. TYPICAL JL26 -2 INSTALLATION SHEET NUMBER= _ Q CIVIL NUMBER F'L #50899 JL26�:Z W PRODUCT' :STEEL DIMENSIONS Cin:X FASTENER SCHEDULE ALLOWABLE LOADS (lbs) GENERAL NOTES CODE GAUGE 4! H D A HEADER JOIST DOWN UPLIFT 1) STEEL SHALL CONFORM TO ASTM A653, STRU&URAL GRADE 33; U.O.N. AND A MINIMUM GALVANIZED COATING Or G -60 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHEf2WISE NOTED' HJC26 I2 5 7 /B` 5 3/B 3. I/4 2 3/4 Ci6) Y6d c12) 10d 2245 158D 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED H i4 SHORT TERM: HJEZB - '.: 12 - 5 7/8` 6 3/4 1/4' 1 3/4 (203 16d C14) 10d 280$. .2025 DURATION FACTOR OF 33% FOR WIND LOAD CONDITICIN. NO FURTHER INCREASE ALLOtWED.- 1 Published toad is For totat of hip. at 45 degrees and Jack at 90: degrees conbined.' 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR 3 2 Allow n OW r thickness shalt be 0 % Duration for f *cL 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL 13ESIGN SPECIFICATIONS ' D load listed is at Duration of Load - FOR WOOD CONSTRUCTION 1991 EDITION L ERRATA: FOR SOUTHERN YELLOW PINE CG= 0.55 OR BETTER) L TEST PERFORM IN ACCORDANCE WITH ASTM D1761 HJC TYPICAL HJC INSTALLATION PRODUCT .STEEL DIMENSIONS On.) FASTENER SCHEDULE ALLOWABLE LOADS Clbs.7 CODE '.GAUGE W H D A HEADER JOIST DOWN UPLIFT - ,Its..,y,.. JUS24. IS 1 9/16 3 1/6, 1 3/4' 1 C4) l0d' (2) lod 645 N /A #SA ' - 31=42001 JUS26 18 3 9f16 4 13/16 1 3/4 1,. C4) 10d ' (4) 10d 840 JUS28 16 1 4115• & S1/16 1 3/4� 1 • C6) 10d' 40 10d 1065 860 - JUSZ10 ^ 1B / 1 9/16' 7 13/16 1 3/4 1, 10d (4) IOd 129[1 ' 860 - -• O!- _032,7_b 1 Specified Joist naffs shalt be installed at 30 to 45 degrees horizontally such that they ' penetrate through the end of the Joist and Into the header, 3 Alo— load header load listed shalt be 1 3/4 inches for ad. na1 s.. UNITED STEEL PRODUCTS CO 3 Alto.rab[e DOWN oo Listed i5 at IIaO% Duration of Load. - 4 UptiFt Loads Listed as N/A had uptlft capacity less than the required 704 pounds. 703 ROGERS DRIVE MONTGOMERY MN 5€,069 n a1 FACE MOUNT � ' � 00 JOIS T HANGERS X i DATE: Q3/u/01_ v DRAWING NUMBER: THOMAS A. KOLDEN, P.E. r 5 JU� SHEET NUMBER- _� nF_2___ CIVIL NUMBER FL #90899 TYPICAL JUS INSTALLATION w W la's � 13Q MM I� DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION NIIAMI, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE (NOA) (305) 375 -2901 FAX (305) 375 -2908 NU -VUE Industries Inc. 1055 East 29 Street. Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the 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 Florida Building Code including High velocity Hurricane Zone. DESCRIPTION: Wood Connectors. APPROVAL DOCUMENT: Drawing No.Nu -5, titled "Skewed Nail Plate, NV358 & NV458 with Double NVTH Straps, NVTH/NVTHS Anchors & NVHC Hurricane Clips and NVSTA & NVHTA Heavy Duty Anchors with Seat" sheet 1, through 4 of 4, dated 04/15/04 with last revision on 09/20/04, 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 NOA consists of this page 1, evidence page & approval document mentioned above. The submitted documentation was reviewed by Ca itl nt PE. NOA No: 04- 0510.03 n Expiration Date: December 23, 2009 Approval Date: December 23, 2004 Page 1 tA5 Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawings prepared by Nu -Vue Industries Inc, titled "Skewed Nail Plate, NV358 & NV458 with Double NVTH Straps, NVTH/NVTHS Anchors & NVHC Hurricane Clips and NVSTA & NVSTA Heavy Duty Anchors with Seat ", Drawing No. NU -5, sheets No. 1, through 4 of 4, dated 04/15/04 with last revision on 09/20/04, signed and sealed by V. N. Tolat, PE. B TEST Test reports on wood connectors per ASTM D1761 by Product Testing Inc, signed and sealed by C. R. Caudel, PE. Report No. Wood Connector Direction Date 1. PT # 03 -4482 NVSNP3 Downward 09/15/03 2 PT # 03 -4625 NVHCL/R Up& Sideways 01/21/04 3 PT # 04 -4641 NVSTA -24H Up& Sideways 03/17/04 4. PT # 04 -4698 NVTH24 Up& Sideways 04/15/04 5 PT # 03 -4590 NVTH26/NV458 Sideways 12/31/03 6. PT # 04 -4642 NVHTA -24H Up& Sideways 03/22/04 7. PT # 03 -4543 NVTH2O/NV358 Up& Sideways 12/19/03 C CALCULATIONS Report of Design Capacities prepared by V. N. Tolat on 04/27/04, sheet 1 through 12, signed and sealed by V. N. Tolat PE. D QUALITY ASSURANCE 1. Product Control Division E STATEMENTS 1. Code compliance letter issue by V. N. Tolat on 04/27/04 signed and sealed by V. N. Tolat, PE. 2. No interest letter issued by V. N. Tolat on 11/03/04 signed and sealed by V. N. Tolat, PE. � /Z : 2 C andidd F. Font PE. Sr. Product Control Examiner NOA No 04- 0510.03 Expiration Date: December 23, 2009 Approval Date: December 23, 2004 E -1 y4 . ' General Notes; 1. Steel shall conform to ASTM A653, structural grade 33 (Min. yield ' 33 ksi) and a minimum galvanized coating of G 60 per ASTM A525. � � � � 95x" . 3h. 2. Allowable loads are based on National Desing specifications (NDS) - ° ° for wood construction, 1997 Edition, 3. Design loads are for Southern Pine species with a specific gravity , 1�. of 0.55. Allowable loads for other species shall be adjusted ' • 1 accordingly. . Ufa" z 4fe. 3 . • ° ° ° 4. Common wire nail values are based on NDS table 12.3F, G =0.55 - 9Sx" Supporting Tuse and have been reduced for Penetration Depth factor Cd. �)(4" • Op & bottom 5. Allowable loads for wind uplift have already been increased by a - • 1Y4 iYa" %7 chord - wr duration factor of 337. for anchor nail. This increase is not allowed - for steel stress if dead load and wind loads are combined. Load Hole pattern Is i Holes ile dia, values shown are, without 33% steel stress increase. ' mirror image of the Supported oppeite aide Truss Top 6. Allowable loads for more than a single connection cannot be & bottom chord added together. A design load which is dtvide.d into components in the direction given must be evaluated as follows: - 8e' max Actual Uplift I A. NVSNP3 Allowable Uplift ± Allowable L Iowa 'e < =1,0' - TABLE 1 Installation SKEWED NAIL PLATE 7. Allowable loads are based on 1Ji thick wood members unless otherwise noted. - Product Steel Allowable Loads (lbs) Schedule Code Gauge 8. All tie beams and grouted concrete masonry shall comply with Each End Grovity uplift - - chapter 21 of FBC. Concrete for tie beams and grout and mortar for concrete masonry shall be a minimum of 2500 psi. Concrete NVSNP3 i6 (6) 8d x 1)r - 578 59+ - masonry shall comply with ASTM C90. For Uplift, use two NVSNP3, one at top chord and 9. All tests have been conducted in accordance with ASTM D - 1761. one at bottom chord of the supporting and supported PE (CIVIL) , Trusses in compliance with section 2321.7 of the FBC. VI„ REG. # VlPIN N. TOLAT VI„ I P847 0paxwed as waeFiyFsg wkt4 tis 15123 LANTERN CREEK LANE rh;ri +in a+�% 0 HOUSTON, T% 77068 Notes: /,rC �n/0 1. Use 6 nail holes in each flonge. � • D3vs�xvu A�Iu ®��ue Edastri.,lnc. 2. Do not bend nail plate more than once. ' — 1053 9ttalenh. Florida s9019 013 (305) 694 -0397 3. Supporting member shall be in the acute angle side with other flange behind the >1 31 BAx: (305) 694 -0396 end of supported member (see sketch.) SKEWED NAIL PLATE DWG #: Sheet: I Date: Revisions: NU -5 l of 4 APM J r. 2004 Sept. 20, 2004 it TABLE 2: NV358 14G Double NVTH Straps with 2 ply 18G seat TABLE 3: NV458 — 14G Double NVTH Straps with 3 ply 18G seat Assembly 14G Strap Dimension Total No. Total No. Assembly 14G Strap Dimension Total No. Total Nb, Product Product H of Fasteners of Fasteners Allowable Loads (Ibs) Product Product H of Fasteners of Fasteners Allowable Loads (Ibs) Code , Code (inches) in 2 Straps in Seat Code Code (inches) in 2 Straps in Seat 1 O x 5r 10d x 3" . uplift a L2 1 O x 3'. 1 O x 3 uplift L1 L2 NV358 -12 NVTH16 12 - 8 • 8 2245 - 1961 • 1839, NV458 -12 NVTH16 12 8 8 2245 ' 2783 2078 NV358 -14 NVTH18 14 10 8 2525, 2206 2068 NV458 -14 NVTH18 14 10 8 2525 3131 2338 NV358 -16 NVTH2O 16 ' 12 ' 8 2806 2452 2298 NV458 -18 14VTH2O 18 12 8 2806 3479 2597 NV358 -20 NVTH24 20 ' 14 ' 8 3086 , 2697, 2528 NV458 -20 NVTH24 20 14 8 3086 3827 2857 NV358 -22 NVTH26 , 22 ' 16 8 3387 2942 2 NV458 -22 NVTH26 22 16 8 3367 4175 3117 NV358 -24 NVTH28 24 NV458 -24 NVTH28 24 NV358 -26 NVTH30 26 NV458 -24 NVTH30 25 NV358 -32 NVTH36 32 _ " J NV458-32 'NVTH36 32 2' NV358 -44 NVTH48 ' 44 • , NV458 -44 NVTH48 44 Holes Dla.3{e" J a ' Notes: ' Holes Zia. " i(t J 1. Minimum embedment Into concrete 4 ". 3' NV358 2. Nails are necaary in strops and seat to achieve design loads. 4b' N1458 , 3. See Note 6 (Sheet 1) for combined load. 3t J 4. Nails through chords shall not force the truss plate on the opposite side. ] 2 . 36Hales Dial 18G Seat Detai tY, UpuFT 14G MVTH t NV358 and NV458 } NV4 NV358 58 V]PIN id. TOLAT, PE (CIVAL) L2�. FL. REG. # 12847 .� Side View 15123 LANTERN CREEK LANE 2 ply ewe Nv35e HOUSTOM T% 77068 3 ply .eat NV458 Truss plate required to transfer food to H ' ...M bottom char A wrovej a aplylagw,a, the AA �yy / ¶ k)aYlda ° Sa'31i 41T N4.h 7 ILbe T M T NO Miami DOO o Q 1053-1059 East 29 Sheet f a Reinforcements Mismi Uadc Cookoi ( i v �`� tZulesh, Florida 33013 S � (305) 694 -0397 lot 1/4 di t" Can Narhete Required FAA: (30b) 694 -0398 Ph 1 /4'dlo. Embedment ' �' a "f L1 Concrete Tin Seam t NV358 & NV458 WrM DOUBLE NVTH STRAPS �lis "' T6 Bsom formed with - Concrete filled Masonry. DWG #: Sheet: Dats: Revisions NU-5 2 of 4 AYRII.15, toot Sept. 20, 2004 i Perpendicular TABLE 4 Truss plate reputed to wall to t or to Truss Anchors NVTH and Riveted Truss Anchors with Seat NVTHS Reinforcement. H No. of Fasteners Maximum Allowable Load Ibs Required Product Gouge Gouge Length Code g g in Strap dot H (in) H seat strap 10d x 1.5" Uplift L1 L2 a203'. t' 12 NVTH - NVTHS 212 18 14 5 / 700 560 525 ' 6 838 671 630 ' MIN. 4" Parallel L1 14 NVTH - 18 NVTHS 214 18 14 MIN. 4" EMS. to wall 7 / 977 783. 735 . Concrete Tie Seam EMB. 1 NVTH or Tie Beam formed 18 NVTH -20 NVTHS 216 18 14 8 1117 i 783 735 ' NVTHS 1 tXt" / with concrete filled masonry TABLE 5 18 NVTH -22 NVTHS 218 18 14 9 1256 783 _ 735 , HURRICANE CLIPS ' 10 1396 783 735 _ Product Go Fasteners 10d x W Allowable Loads Ibs 20 NVTH -24 NVTHS 220 18 14 Code Description g Header I Joist Uplift Lt L2 11 1490 783. 735 NVHCR HURRICANE CUP - RIGHT • 18 6 6 525 1 253 1 333 22 NVTH -26 NVTHS 222 18 14 12 1544 783 735 ' NVHCL ' HURRICANE CUP - LEFT 18 6 6 525 253 333 Top d—d For Uplift, use two clips, one on each 24 NVTH -28 NVTHS 224 18 14 13 1598 / 783 735 side to comply with section 2321.7 of the FBC 0 0 o o 26 NVTH -30 NVTHS 226 18 14 tYa" O 0 32 NVTH -36 NVTHS 232 18 14 NVHCL batten NVHCR 44 NVTH -48 NVTHS 244 18 14 0 dwd UPLIFT I 1Yl 2-2. Plot. 21" a Cross- Section Zd lye .. 1Ya• T . Truss plate required Hole. DIG. - • , • to transfer load to VIPIN N. TOLAT, PE (CIVIL) a f bottom chord FL. RP.G, # 12847 Wtt— hole dia.= 0.178 dWd 15123 LANTERN CREEK LANE NVTH, NVTHS L2 2 -2x Plot.. HOUSTON, T% 77068 i • �', 1-'3i. � NVHCR Nu e ladmstries. Im:. L1 1053 -1059 Fast 29 Street �. Hialeah, Flande 33013 '. (305) 694 -0397 SCALE. Aop�vr.+i 3 �B q ' FA%: (305) 694-0386 ,>R t'lardat� i3c �� e � 01 14, Z 3 © NVTH / NVTFIS ANCHORS & NVHC HURRICANE CLIPS 14 riun Uccle Co.txst • p� DWG#: Sheer: Date: Revisions: NU - 5 3 of 4 AMM 2004 Sept 20, 2004 i TABLE 6 TABLE 7 NVSTA —Heavy Duty Anchors with 14G NVTH Straps and 1 ply 20G seat NVHTA —Heavy Duty Anchors with 14G Double NVTH Straps and 1 ply 20G seat Assembly 14G Strap Dimension Total No. Total No. of Assembly 14G Strap Dimension Total No. Total No. of Allowable Loads Ibs Product Product H of Fasteners Fasteners in Allowable Loads (Ibs) Product Product H of Fasteners Fasteners in ( ) Code Code (inches) in Strap 20 GA. Seat — a a a Code Code (inches) in two Straps 20 GA. Seat a 5 a a 10d x 1Yz" 10d x 1YZ" uplift a L2 10d x 1N2" 10d x 1Y2" Uplift uplift a L2 NVSTA -12H NVTH16 12 5 6 1308 " 700, 1049 NVHTA -12H N\1 H16 12 10 6 1772 - 2078 1050 _ 1450- 6 6 1426 760 1144 1 12 6 1994 2338 ' 1181 ' 1631 - i NVSTA -1444 NYTH18 , 14 - NVHTA -14H NVTH18 14 7 6 1545 823` 1239 14 6 2215 2598 - 1312 - 1812' NVSTA -16H NVTH2O - 16 8 6 1664 • 887 ' 1335 NVHTA -16H NVTH2O - 16 16 6 2437 i 2858 ' 1444 • 1994' NVSTA -20H NVTH24 , 20 9 6 1783 ' 950' 1430 NVHTA -20H NVTH24, 20 18 6 2658, 3117 / 1575 2175 yl" NVSTA -22H NVTH26 22 X� I"` � NVHTA -22H NVTH26 , 22 0 o O T Notes: NVSTA -24H NVTH28. 24 ` a a NVHTA -24H NVTH28 , 24 1. Nails are necessary in straps and seat to achieve, desing loads. " YI 2. See note 6, sheet 1 for combined loading. ' 3. Nails through chords shall not force the truss plates. - NVSTA -26H NVTH30 26 )4' NVHTA -26H NVTH30' 26, 4. For general notes, see sheet 1. , 5. For higher uplift loads, concrete shall be 3000 psi. ' 5. Based on min. 2500 psi concrete. NVS7A -32H NVTH36 ` 32 , L des Dla• NVHTA -3211 NVTH36 32 • ' Hobs Dia.9(e i NVSTA -44H NVTH48 44 z74" NVHTA -44H NVTH48 44 ' 9 " 1 1� 1Y4 / 20G Seat A M, rs:• r €+ :,:.: T :4Fis= •; "star M 1Ya Ya" FmEds �:2n 3 4 ;x ,T adca -s��7 x` 1i9htau f)sds act d:aa6101 NVSTA NVHTA a)ivkbn e H 12H throght 44H H 12H throght 44H S - s • ' 1 VIPIN N. TOLAT, PE (CIVIL) Side View s 4" Min. / 4" Min. FL. REG. # 12847 20 GA. Scot Concrete Pin rd'a Embedment. Concrete ' s of o.2o3"x 1' Embedment. 15123 LANTERN CREEK LANE 14G NVTH . 9 1 " Pin Y. "dio. � HOUSTON, TX 77068 UPLIFT 1X2" /UPLIFT r t L2J Nu a Industries, Yna. �— Truss required to transfer / / Truss plate required to transfer 1 Hialeah, 9 Flarida 33013 Stree uplift to ate bottom chord. Truss to bottom chord. t�lo� (305) 694 - 0397 F AX: 694 -0398 (I Reinforced Concrete V tie beam Mm. 2y5 / Reinforced Concrete ` NVSTA 8c NVHTA FIEP HEAVY DU Y ANCIiORS WITH SEAT OWI Top do bottom "-- fie beam Mtn. 2#5 Tap & bottom DWG #: Sheet: Date: Revisions: NU -5 4 of 4 nPm ts, zoos Sept. 20, 2004 I jai 130 oP OR MIAMI DADE a MIAMI -DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFTICE c METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Hilt1, Inc. CONTRACTOR LICENSING SECTION 5400 S. 122nd E. Ave. (305) 375 -2527 FAX (305) 375 -2558 Tulsa ,OK 74146 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Hilti Kwik -Con II Concrete Screw Anchor under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0727.01 EXPIRES: 08/03/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County APPROVED: 08/23/2001 Building Code Compliance Office \\s045000I \pc2000 \ \temp1atesMotice acceptance cover page dot Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.buildingeodeonline.com , 1 3 ( OP 139 Hilti, Inc. ACCEPTANCE NO: 01- 0727.01 APPROVED: AUG 2 3 200 EXPIRES 08/03/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 99- 1028.09, which was issued on 03/10/2000. It approves concrete screws as described in Section 2 of this Notice of Acceptance. They are designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County for the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the allowable load indicted in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The concrete screws Hilti Kwik Con H shall be fabricated and used in strict compliance with the following documents: Drawing No. 543- 001 -C, titled "Hilti Kwik Con II Screws ", prepared by Hilti, Inc. dated 10/06/99 sheet 1 of 1. It bears the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for 2250 psi Compressive Strength Concrete and Concrete Masonry unit per ASTM C90 4. INSTALLATION 4.1 The Concrete Screws shall be installed in strict compliance with the installation instructions published in the Hilti's Product Technical Guide. 5. LABELING 5.1 Each box of screws shall have a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the models selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. Candido Font, PE, Sr. Product Control Examiner Product Control Division -2- Oft ?9 Hilti, Inc. ACCEPTANCE NO: 01- 0727.01 APPROVED: AUG 13 200 EXPIRES: 08/03/2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- (33 6 1N Hilti, Inc. ACCEPTANCE NO: 01- 0727.01 APPROVED: AU 2 3 20 01 EXPIRES 08/03/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS (For File ONLY. Not part of NOA) A DRAWINGS: 1. Drawings prepared by Hilti, Inc. titled " Hilti Kwik Con II Screws"; Drawing No. 543 - 001 -C, dated 10/06/99, sheet 1 of 1 signed and sealed by T. E. Lunn, PE. B TEST: 1. Test report on Strength of Anchors in Concrete and Masonry Elements prepared by Atech Associates, Inc. project Number 70 -0295- 00065, dated 04/27/95, signed and sealed by P. G. Read, PE. 2. Test report on Corrosion Resistance of Fasteners prepared by Material Testing Services, Job No. 257322 -PS, dated June 27 — July 10, 1995, signed by D. M. Moyer. C CALCULATIONS: N/A D MATERIAL CERTIFICATIONS: 1. Camcar Textron drawings No XCT -92500 through XCT -92515 of Camcrete Special Torx, dated 09/22/92, drawn by Dave B. E STATEMENTS: 1. No change letter issued by Hilti, Inc. on 07/23/2001, signed by A. T. Liechti. Candido Font, PE, Sr. Product Control Examiner Product Control Division. E1 HILTI Kwik Con II ENGIN � P.O. Box 13121 121 Z NOM PAIR MUCH. Z PL 33408 -7121 a OPC: (581) 825 -8456 DESIGN LOADS DESCRIPTION a PAC (561) 625 -46M W &11AH: telunnegte.net Carbon Steel Screws F FWMA xecw = 119 Anchor Embedment Concrete 2250 psi C90 Concrete Block HILTI Kwik Con II screws are Made of lain carbon steel galvanized Size Depth Shear Tension Shear Tension p g to 8 um (Mint or stainless steel as shown below, for use with the 3/16' 1' 256# 114# 212# 140# listed design values 3/16' 1-1/4' - -- - -- 301# - -- 3/16' 1 -3/4' 254# 246# - -- - -- 1/4' 1' 359# 149# 279# 143# 1/4' 1 -1/4' - -- - -- 430# - -- 1/4' 1 -3/4' 4934 392# - -- - -- HILTI, INC. All Specimens were torx hex washer head — PO BOX 21148 TULSA, OK 74121 Stainless Steel Screws Anchor Embedment Concrete 2250 psi C90 Concrete Block Kwik Con II - Phillips Flat Head Size Depth Shear Tension Shear Tension 3/16' i' )k 253# X 112# )k 302 V 156 HILTI 3/16' 1-1/4' - -- - -- X 334# X 162# - K W I K CON I I 3/16' 1 -3/4' V 281# X 243# - -- --- SCREW 1/4' 1' 358# 156# 329# 134# 1/4' 1 -3/4' 477# 382# - -- - -- Kwik Con II - Torx Hex Washer Head X All 3/16' specimens are phillips flat head. REVISION DATE: All 1/4' specimens are torx hex washer head. DATE: 10 -06 -99 DRAWING 543 -001 -C SCALE: 1" = 1" GENERAL NOTES SHEET NO. 1 OF 1 FOR OFFICE USE 1) Design loads are based on ultimate loads divided b 4. Kwik Con II - Torx Flat Head �j. � r^ ,,,_ g Y P��.a,:: .. .r;:� A?fFvrr�7 iq 4DM1iFLYiNB wliH THE 2) In order to achieve the design load, a minimum edge distance of 1 -1/2 for sourx R RIGA Bm3mes CODE 3/16' 0 screw, and 2 -112' for 1/4' 0 screw shall be observed. anti a 01 QZ2 Z.o 5 2000 3) Spacing of anchor shall be 2' in concrete and 3' in concrete blocks in order + —�� By to achieve the design fonds. —�� PRODUCT D 4) Anchor installation shall be made in accordance with Hilti's ublished in- PRoix; BUILDING CODE CaMPLANCE OfflCE P BulmrNacaz ,iw.,,x, t,a t,f „,. t ACCEPTANCE NO. : /OZP:O9 statiation instructions in the Product Technical Guide. 9g - to Z'6. b g 135 c�_13q MIAMI-DE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING; 140 WL -ST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Hilti, Inc. CONTRACTOR LICENSING SECTION 5400 S. 122nd E. Ave (305) 375 -2527 FAX (305) 375 -2558 TUIsa ,O 74146 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Notice of Acceptance (NOA) of: (305) 375 -2902 FAX (305) 372 -6339 Hilti Kwik Bolt -II Concrete Expansion Anchors under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified heroin. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 1001.03 EXPIRES: 11/04/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County APPROVED: 12/13/2001 Building Code Compliance Office • \ \s0450001\ c2000 \item fates \no i e p p t c acceptance cover page.doc Internet mail address: postmaster @buildingeodeonline.com 0 Homepage: http: / /www.buildingcodeonline.coin 13(o 0� uq Hilti, Inc. ACCEPTANCE NO: 01- 1001.03 APPROVED. . DEC 13 2009 EXPIRES: 11/04/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 0901.13 which was issued on 01/20/99. It approves concrete anchors as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the allowable load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Hilti Kwik Bolt II shall be fabricated and used in strict compliance with the following documents: Drawing No. 543- 003 -A, titled " Hilti Kwik Bolt II Mechanical Expansion Anchor for concrete and Masonry Elements ", prepared by Hilti, Inc. dated 11/12/98 with no revisions, sheet 1 of 1, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for 3000 psi compressive strength Concrete and Grout Filled Concrete blocks per ASTM C90. 4. INSTALLATION • 4.1 The concrete anchor shall be installed in strict compliance with the installation instructions published by Hilti, Inc. 5. LABELING 5.1 Each concrete anchors shall have a mark identifying the manufacturer and each box of anchors shall have a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 61.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. Candido Font, PE, Sr. Product Control Examiner Product Control Division -2- 13'7 0� (3q Hilti, Inc. ACCEPTANCE NO 01- 1003.01 • .. APPROVED. DEC 13 2001 EXPIRES 11/04/2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test- supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if.• a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a • revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- • 139 c V39 Hilti, Inc. ACCEPTANCE NO: 01- 1001.03 • APPROVED: DEC 1 3 2001 EXPIRES: 11/04/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS (For File ONLY. Not part of NOA) A DRAWINGS: 1. Drawings prepared by Hilti, Inc, titled " Hilti Kwik Bolt II Mechanical Expansion Anchor for Concrete and Masonry Elements ", Drawing No: 543- 003 -A, dated 11/12/98, sheet 1 of 1, with no revisions, signed and sealed by T. E. Lunn, PE. B TEST: 1. Test Report on Corrosion testing of fasteners prepared by Center for Applied Engineering, Inc., Job Number 257322 -PS, dated 07 /10/95 and signed by D. M. Moyer. 2. Test Report on Static Tension and Shear prepared by Southwest Inspection & Testing, Test report NO. QA8001B, dated 06/19/98, signed and sealed by R. L. Hess, PE. C CALCULATIONS: N/A D MATERIAL CERTIFICATIONS: • N/A E STATEMENTS: 1. Letter of No financial Interest, prepared by Hilti, Inc., issued on 08/13/97, signed by T. Lippert and notarized on 08/15/97. 2. Letter of No change issued by Hilti, Inc., on 11 /15 /200land signed by T. Haanen. Candido Font, PE, Sr. Product Control Examiner Product Control Division E1 • • p, ENGINEERING P.O. Des 18141 Z WSW OAY 1. 9067E 901 ! 11. 99606 DESCRIPTION rAr t99u 949 +ee9 w e11AD: l.twmekeeal HILTI Kwik Bolt II is a stud type expansion anchor with a single piece wedge ` " which expands in concrete and CMU when torque is applied. They are supplied with a nut and washer. V MATERIAL CHARACTERISTICS: Carbon steel studs conform to ASTM A510 with chemical composition of AISI 1038. HILTI, INC. Wedges arer manufactured from AISI 1010 carbon steel. PO BOX 21148 Nuts are carbon steel conforming to ASTM A563 Grade A and meet dimensional TULSA, OK 74121 requirements of ANSI B18.2.2 Washers are made from carbon steel conforming to SAE 1005 -1033 and meeting dimensional requirements of ANSI 18.22.1 Type A plain. DESIGN VALUES HILTI KWIK BOLT II Dia. Min. Embed. 3000, psi CMU Grouted MECHANICAL (in.) (in.) Tension Shear Tension Shear EXPANSION ANCHOR FOR CONCRETE AND MASONRY 1/4 2 587 544 - - ELEMENTS 3/8 2 -1/2 1154 1311 753 1288 1/2 3 -1/2 2041 1962 1117 2268 5/8 4 2925 3826 1629 2850 REVISION DATE: 3/4 4 -3/4 3687 5782 - - DATE: 11 -12 - 1 6 5460 10379 - - DRAINING 543 -003 -A SCALE: 1" = 1" SHEET NO. 1 OF 1 GENERAL NOTES FOR OFFICE USE 1) Design values in pounds are equal to ultimate load divided by 4. APPROVED AS COMPLB116 Willi THE PPROYED AS COMPLYING WITH THE 2) Edge distance shall be 1.5 times the minimum embedment and center to center SOUTH FLORIDA BUILDING CO KILITH aORIDA BUILDING CODE . �\ distance shall be 2,0 times the minimum embedment. DATE DEC L, AT 3) Anchor installation shall be made in accordance with Hilti's published instal- eY PRDD l+C. DIYt'aIBA ` CONT DIVS CA .• R�L lotion instructions in the Product Technical Guide. BBILDINO ,DOE COMPLIANCE OFM DILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 01- Qn t .o5 UPTAKE N0. t3 &'w'i^N'Y lar`a N � liof&fv f °ff� I N A �4 Miami Shores Village ' <y 10050 N.E. 2nd Avenue n Miami Shores, FL 33138 -0000 k Phone: (305)795 -2204 �CORiio t�� , c Expiration: 06/07/200 _ Project Address Parcel Number Applicant 960 NE 97 Street _ 1132060143160 ( MELINDA REESE Miami Shores Village, FL 33138 Block: Lot: .J Owner Information Address Phone Ce MELINDA REESE 960 NE 97 ST MIAMI SHORES FL 33138 -2569 Contractor(s) Phone Cell Phone Valuation: $ 8, 000.00 FREEZE AIR CORP 786 - 412 -3308 _.__,. __. _..,....,. Total Sq Feet: 958 Tons: 3 Available Inspections: Additional Info: a/c Inspection Type: Classification: Residential Hood Approved: Rough Comments: Date Approved:: Smoke Test Date Denied: Rough Duct Ventilation ^ Final a ' Smoke Det Test Fees Due Amount Total Amt Paid Amt Due CCF $4.80 Education Surcharge $1.60 $ 0.00 $ 0.00 $ 0.00 Permit Fee - Additions /Alterations $433.30 Scanning Fee $9.00 Payment Type: Technology Fee $10.83 Total: $459.53 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. December 10, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, December 10, 2007 1 Inspect Worksheet ( ` p M� Miami Shores Village {� }/ 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 "•: .? ii :. ii: {:::i;:iSiSiSiii:'i: jiSi:: i:: ii: %:ii;:i::i::i::i::iiiii:L;•: iii:• i: ii :;i.::i:: ii:.ii::•iiiiiiiii:ii:!jji• :.: ;: :.:::: .: . .�.i':. . •.: ..: . ::i::i:.:.: :i': :" . ::: ... :.� :..::....: ::::::::::::: :::::::::::h:•i:•::5::•i }i::::: �:::::4:4:v:: ^i }}:'ry: :J} ::.i:•i: iiii:+•: iv::: '..... Y.... Si:: i:i.. i.::: Inspection Date: 03/05/2008 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Rough Owner: REESE, MELINDA Work Classification: Addition /Alteration Job Address: 960 97 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: FREEZE AIR CORP Phone: 786 -412 -3308 Building Department Comments REPLACE EXISTING AC UNIT INCLUIDING CONDENSING UNIT AND AIR R. INSTALL ONE 00 O� NEW AC UNIT TO SUPPLY ADDITION ,� l� Inspector Comments Passed a Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, March 3, 2008 Page 2 of 2 i�l�ulu TWO. Miami Shores Village * 01 -P Tb Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING R - Permit No. PERMIT APPLICATION C T:D aster Permit No. �C / Zoe' / FBC 2004 DEC 1 ^ /Z$ 0 2007 Permit Type Mechanical BY ' ?57^ �� Owner's Name (Fee Simple Titleholder) r (� �(Gd�S Phone # - - Owner's Address City /l�l CL'7r'U'?�`f Stat Zi Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 33 / 3 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name t4g w" Phone # Contractor's Address 3�0 3 st.v 5; S T City r State 4 Zip 33 3, Qualifier Name ?vl z % ✓L O xL 2 S Phone # ? g C A 8 State Certificate ot•Registration No. (_ "-CaS23 / Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permif $ 3 go Square , co S o q / Linear Footage Of Work: Type of Work: ❑Addition [ New ❑ Repair /Replace E] Demolition Describe Work: 7'�1/ 'T./1 LL ,ci►Cl.v JQ C�it.► %•1`" ��'CG ICY Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ i---• Training /Education Fee $ L& / Technology Fee $ _— Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code E9 _ 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) 01 Mortg ii L AV's Address ° ' City State Zip P •` i� Application is hereby made to obtain a permit to do the work and insulations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all w6k $Al 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 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. ! �! Si Signature Signature ner or Agent Contractor The foregoing instrument was acknowledged before me this 7 The foregoing instrument was acknowledged before me this D , day of D , 20'D7 , by D i2 /t-S - day of , 206 , who i pe,;onally known tome or who has produced who is known to me or who has produced `. As identification and who did take an oath. - r as identification and who did take an oath. NOTARY LIC: NOTARY LIC: d Sign: $tote of Fice4a Sign: Print: ffAS SIC " 0072 Print: e � f3xDireo X30 0 My Commissio G6� My C E% A913 APPLICATION APPROVED BY; Plans Examiner Engineer 7,oning (Revised 02 /08/06) hu 0 0 ') "I7 13 DECEIVED Contract DEC 0 2007 i Freeze Air Corp• 3653 sw 25 st Miami F133133 CAC 057312 Phone 785 -413 -6052 Fax 786 - 472 -6845 For: Sid Reese At: 960 NE 97th Street Miami Shores, FL. 3138 Job description: Install 1, 3 ton American Standard Complete system with duct work according to prints Replace existing _3 ton Unit with 3 ton American Standard with 2 supply vents in new addition Warranty on unit are as follows 1 year labor 5 years compressor 5 years outside coil 2 years parts Total $12,380,00 Owner: Inspection Worksheet Miami Shores Village 1 t 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 :::::::::::::::::::.:::::::::::::::::::..........................:.::::::::::::::.::..................................::.: :: ::::::::.:: Inspection Date: 05/05/2008 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Final Owner: REESE, MELINDA Work Classification: Addition /Alteration Job Address: 960 97 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: FREEZE AIR CORP Phone: 786- 412 -3308 Building Department Comments REPLACE EXISTING AC UNIT INCLUIDING CONDENSING UNIT AND AIR HANDLER. INSTALL ONE NEW AC UNIT TO SUPPLY ADDITION Inspector Comments Passed E]_ Failed Correction C Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, May 5, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 .V4 . v :.::::::.::.:::................:::.::: ::::::::: Inspection Date: 05/07/2008 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Final Owner: REESE, MELINDA Work Classification: Addition /Alteration Job Address: 960 97 Street NE Miami Shores Village, FL 33138 - Phone Number Parcel Number 1132060143160 Project: <NONE> Block: Lot: Contractor: FREEZE AIR CORP Phone: 786 -412 -3308 Building Department Comments REPLACE EXISTING AC UNIT INCLUIDING CONDENSING UNIT AND AIR HANDLER. INSTALL ONE NEW AC UNIT TO SUPPLY ADDITION Inspector Comments Passed Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, May 6, 2008 Page 1 of 2 The following pages were originally attached to plans with the following permit # 0,-5 - �z�/ Miami Shores Village er Building Department 10050 .NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #; i D i g� DATE: 0- ) I, S ❑ Contractor rfOwner ❑ Architect Picked up 2 sets of plans and (other) `Piet S S Q,S Address: � d 1J6 17 sT From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 1, 0 N AI- M Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET Al c'O Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RC -12 -05 -1281 Owner Address: Invoice Number: RC -5 -07 -28634 960 NE 97 ST Applicant: MELINDA REESE MIAMI SHORES, FL 33138 Company Name: Job Address: 960 97 Street NE Miami Shores Village, FL Date Payment Type Check Number Amount Change Friday, August 3, 2007 08/03/2007 Check 1034 $59.00 $0.00 Total Payment: $59.00 T "Nq,� . Page 1 of 1 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To MELINDA REESE Invoice Number: RC -5 -07 -28634 960 NE 97 ST Invoice Date: May 30, 2007 MIAMI SHORES, FL 33138 -2569 Permit Number: RC -12 -05 -1281 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Residential Construction / Work Classification: Date Fee Name Fee Type Fee Amount 05/30/2007 Revision Fee Calculated $35.00 05/30/2007 Scanning Fee Calculated $24.00 Total Fees Due: $59.00 Wednesday, May 30, 2007 Mai. cfv Amik MEN, AM AM BY: ! l ....... Engineering Cover Sheet P Y This cover sheet is provided as per Florida Statute 61 G15- 31.003 in lieu of signing and sealing each individual sheet. An index sheet of the truss designs is attached which is numbered and with the identification and date of each drawing. Engineer of Truss Design Package John A. Ilter, P.E. # 3 05 EL Reb. Eng. No 36205 - 823a7303 3320 Paddock Road Weston, Fl. 33331 (954)600-7123 14ss� comm�L i6 Miami Lakes, Project Name: SID REESE # 4 -7 -07 960 N.E. 97 STREET MIAMI SHORES,FLORIDA sees Building Authority : MIAMI SHORES,FLORIDA ' ....' • • • • • • Design Load: 30 + 15 + 0 + 10 PSF • • • • • • "•' • • Building Code: FBC2004 /TPI2002 /ASCE7 -02 • • • • • ...... ..... Software Used: MiTek (x,20/20 2000 Ver. 6.4 � � * *s e e * •see ...... -;m Shor Villas a BY DATE P SUBJECT `Tr) C(DmPLIANC WITH ALL FEDERAL. STATE Ai ( "CYL QTY RULES AND REGULATIONS ROYAL TRUSS CORP. To: 9550 NW 79 AVE #5 R eaction Summary _ HIALEAH, FL 33016 SID REESE Job Number: Phone: 305- 822 - 0020/21 Fax: 305- 822 -0029 960 ME 97 ST. ; Page: 1 Project: Block No: MIAMI SHORES, FL. Date: 04 -10 -2007 - 4:15:11 PM M odel: Lot No: Project ID: 4 -7 -07 Contact: Site: Office: Account No: Name: Deliver To: Designer: Eddie Davis Phone: Salesperson: Fax: Quote Number: Tentative Delive Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 1- 11 -5 Joint 2 Joint 3 Joint 4 _ �-- 3 C36 6 - ROOF TRUSS 2.12 601 tbs. 147 tbs. 71 tbs. 24 tbs. each 0.00 -731 tbs. - 143 lbs. - - - - - - - (1) 2 -Ply 1 - 11 - 10 Joint 2 Joint 7 2 GRI 22 - 4 - 0 ROOF TRUSS 3.00 1832 tbs. 1830 lbs. 95 lbs. each 0.00 -1157 Ibs. -115 61bs. (1) 2 -Ply - { �l - 11 - 10 Joint 2 Joint 7 2 GR2 22 - 4 - 0 ROOF TRUSS 3.00 1840 tbs. 1712 tbs. _ each _ 1_ 95 lbs _ _ 0.00 -12 86 tbs. - 1237 tbs. 2-5-10 Joint 2 Joint 6 2 HI 22 - 4 - 0 ROOF TRUSS 3.00 1374 tbs. 1374 tbs. a !f 89 lbs. each 0.00 -9 85 lbs. -985 lbs. 2 - 11 - 10l Joint 2 Joint 7 2 H2 22 - 4 - 0 ROOF TRUSS 3.00 1374 lbs. 1374 tbs. 97 lbs. e ach 0.00 -969 tb s. -969 t bs. 0-11-10 Joint 2 Joint 3 6 .11 1 - ROOF TRUSS 3.00 504 tbs. 539 tbs. 4 tb s. each 0.00 -921 lbs. -2 tb s. 1-5-10 Joint 2 Joint 3 Joint 4 6 33 2; - 0 - 0 ROOF TRUSS 3.00 393 lbs. 54 lbs. 25 lbs. 11 lbs. each 0.00 550 lbs. i t -6-14 Joint 1 Joint 2 Joint 3 3 MA Si - 0 - 0 ROOF TRUSS 3.00 240 tbs. 195 lbs. 45 lbs. O� - 15 lbs. each 0.00 -127 tbs. -177 tbs. (p 1 - 11 - 10 Joint 2 Joint 3 Joint 4 y - _ 10 dS 5-0-0 ROOF TRUSS 3.00 466 tbs. 151 lbs. 45 lbs. 17 tbs. each 0.00 -540 t bs. -96 tbs. Q M 2-4- 10 Joint 2 Joint 5 ? 2 Ml 13 -4-0 COMMON 3.00 621 tbs. 388 tbs. �• • • V • • • • • Fr ` 30 tbs. each 0.00 -6 04 tbs. -199 tbs. • il'oj • �' • • 1 11-6-14 Joint 1 Joint 3 • • • • �•`� • • • • • • L I MG1 5 - 0 - 0 MONO TRUSS 3.00 603 lbs. 603 lbs. •'��• • • "�F• • • 20 tbs. each 2X4/2X6 0.00 - N • • • • • • - - 32916s. tb s. • 3 -6 -2 Joint Joint • � �•••• • si ••••• 3 TI 22 - 4 - 0 ROOF TRUSS 3.00 1374 tbs. 1374 tbs. • • •• • ••••• 91 lbs. each 0.00 -952 lbs. -952 tbs. • • • • • i (1) 2 -Ply 13 -4-2 Joint 2 Joint 6 • 2 T2 21 - 0 - 0 i ROOF TRUSS 1 3.00 1 1301 lbs. 1301 tbs. • • • • • • • • • • 86 tbs. each 0.00 9141bs. 914 tbs. • • • • • • • • • • • - - - - - -- • - -- 3-4-2 Joint Joint6 • •••• �•• •• A 9 T3 s!1 - 0 - 0 ROOF TRUSS 3.00 1301 tbs. 1301 tbs. • • • • • • • • 8 6 tbs. each 0.00 -914 tbs. -91 tbs. • • • " 0-6-0 Joint 1 Joint 2 _ 1 VI :! - 0 - 0 ROOF TRUSS 3.00 621bs. 62 tbs. L 3 lbs e ach L - 1 0,00 -49 1bs -57 tbs. 11 -6-0 Joint 1 Joint 4 Joint 3 2 V1 1 112 -0-0 ROOF TRUSS 3.00 219 tbs. 652 tbs. 219 tbs. _ 34 tbs. each 0._00 -114 tbs. -348 tbs. -114 tbs. 2-0-0 Joint 1 Joint 4 Joint 3 1 V16 16-0-0 ROOF TRUSS 3.00 311 lbs. 923 tbs. 311 lbs. 46 tbs each 0.00 156 lbs. -476 tbs. 156 tbs 12-6-0 Joint 1 Joint 9 Joint 7 Joint 6 Joint 5 1 V19 20 - 0 - 0 1 ROOF TRUSS i 3.00 214 lbs. 586 tbs. 355 tbs. 586 s. 214 tbs. 6 tbs. each j 0.00 111 lbs. 326 lbs. 1 38 tbs. -32 lbs. -]I 1 tbs. - - - -- - - - - - -- 0 - 6- 0 Joint 1 Joint 2 Joint 3 2 ;V3 4 - 0 - 0 ROOF TRUSS 3.00 62 lbs. 125 lbs. 62 tbs. 6 tb s. each 0.00 -57 tbs. -9 tbs. -57 tbs. - 4 1-0-0 Joint 1 joint 3 1 V3A 4-0-0 ROOF TRUSS 3.00 146 tbs. 146 lbs. 10 tbs 1 0.00 -80 lbs. -94 tbs. ROYAL TRUSS CORP. 9550 NW 79 AVE #5 To: r r Reaction Summa HIALEAH, FL 33016 SID REESE Job Number: Phone: 305- 822 - 0020/21 Fax: 305 - 822 -0029 - 960 ME 97 ST. Page: 2 Project: Block No: MIAMI SHORES, FL. Date: 04 -10 -2007 - 4:15:12 PM Model: Lo No: Project ID: 4 -7 -07 Contact: Site: Office: Deliver To: Account No: Name: Designer: Eddie Davis Phone: Salesperson: Fa Quote Number: 5 Tentative Delive Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: o 1-0-0 Joint 1 Joint 3 1 2 V7 8 - 0 - 0 ROOF TRUSS 3.00 309 lbs. 3091L�4r� 9 t� �, �1`xo — 20 lbs. each 0.00 -176 lbs. -176 lbs. P y' a 33�•� Va 0000 • 0000 0000 . 0000.. 00 . 0000 . 0000.. • 0000 . 0000 • • 0000.. 0000 0000 0000.. 0 00 0 0 0 ... . .. .. 0• . 0000.. 0000.. • .... .0000. . 0000 . • . 0000.. Job Truss Truss Type - -- t G1y Pty -- i 1 Truss Corp, Hialeah Gardens, CJ6 ROOF TRUSS Job Reference (optional) FL 33016, Eddie Davies 6.500 s Mar S 2007 MiTek Industries, Inc. Tue Apr 10 15:27 04 2007 Page 1 -2 -4 -5 4 -0 -15 6 -11 -6 2 -4 -5 4 -0 -15 2 -10 -6 Scale = 1:15.81 I 2.12 12 3 5 0 2 I 6 3x4 = I 4 -0 -15 6 -11 -6 4 -0 -15 2 -10 -6 i LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.64 Vert(LL) 0.00 2 *" *" 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.26 Vert(TL) -0.18 2 -4 >441 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 24 lb l LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. BOT CHORD Rigid ceiling directly applied or 1Q-VVdc�bracing. REACTIONS (lb /size) 3= 147 /Mechanical, 2= 601/0 -11 -5, 4 =71 /Mechanical . . • • • • • • • • • • Max HOrz2= 168(LC2) •�•• ; • •.• •� Max Uplift3=- 142(LC 2), 2=- 730(LC 2) • • FORCES (lb) - Maximum Compression /Maximum Tension " "" • • • • • TOP CHORD 1-2=0/35,2-5=-54/0,3-5=-30/17 0000 j BOT CHORD 2- 6 = -0 /0, 4 -6 =0/0 • 0 .. ' : •' • •. +.. • NOTES • • • • • 00 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; so . 0 0 a . C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. . .... ...... 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assuranct3 inspection. • • • • • • ;..... 3) Concentrated loads from layout are not present in Load Case(s): #2 C -C Wind. • • 0 000 4) Refer to girder(s) for truss to truss connections. • 0 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 3 1 and 730 lb uplift at joint 2. 1 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb up at 4 -4 -0, and 65 lb up at 4-4 -0 on top chord, and 5 lb down at 4 -4 -0, and 5 lb down at 4 -4 -0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3 = -90, 2 -4 = -20 Concentrated Loads (lb) Vert: 5= 130(F =65, B =65) 6=- 10(F = -5, B = -5) John A. Ilter, PE # 36205 305- 823 -7303 APR 12 2007 14337 Commerce Vvay _ Miami Lakes, FL 33016 ' I job _ russ mss ypT e _ t -� 2 Job Reference o tional -- 4-7-07 GR1 ROOF TRUSS 1 y Royal Truss Corp, Hialeah Gardens, FL 6, Edd 3301ie Davies - 6.500 s Mar 82007 MiTek Industn )s, Inc. Tue Apr 10 15.27:05 2007 Page 1 III -1 -8 -0 I 5 -0 -0 9 -1 -15 13 -2 -1 17 -4 -0 22 -4 -0 24 -0 1 -8 -0 5 -0 -0 4 -1 -15 4 -0 -3 4 -1 -15 5 -0 -0 1 -8 -0 Scale = 1:43.51 I 3.00 12 5x12 = 2x4 II 3x8 = 4x5 = 3 14 4 15 5 16 6 v 2 7 cd rI1 $ IM 0 0 3x6 % 13 17 12 11 18 10 19 9 3x6 z 2x4 11 3x4 = 2x4 II 3x4 = 3x10 = I 5 -0 -0 9 -1 -15 13 -2 -1 17 -4 -0 22 -4 -0 PI sets ( � 0 5- 3,0-1 -8] [3.0 -6 0,0- 2 - 0]7:0- 5 3,0 -1� 4 -0 -3 4 -1 -15 - - 5 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TIC 0.41 Vert(LL) 0.35 10 -11 >738 240 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.73 10 -11 >355 240 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0.13 7 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly 6 ippljpd or 4 -5 -4 oc BOT CHORD 2 X 4 SYP No.2ND purlins. • • WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling direcly applied or 7- 1-1 bracing • • 0 • REACTIONS (lb /size) 2= 1833/0 -8 -0, 7=1831/0-8-0 .... • . • • • • • • • • • • Max Uplift2=- 1156(LC 2), 7=- 1156(LC 2) ...;.. • • • •: FORCES (lb) - Maximum Compression /Maximum Tension • • • • • • • • • • • • •.. •. TOP CHORD 1 -2 =0/35, 2 -3 =- 5203/2332, 3 -14 =- 7136/3341, 4 -14 =- 713613341, 4 -15 =- 7136/3341, 5 -15 =- 7136/3341 • • • 5 -16 =- 5044/2302, 6 -16 =- 5044/2302, 6 -7 =- 5192/2324, 7 -8 =0/35 " • • •' • • • 00900 BOT CHORD 2 -13 =- 2114/4961, 13 -17 =- 2103/4979, 12 -17 =- 2103/4979, 11 -12 =- 2103/4979, 11 -18 =- 3180/7130! • • • • • • • • • • • 090600 10-18=-3180/7130,10-19=-3180/7130, 9 -19 =- 3180/7130, 7- 9=- 2107/4950 • • • • • • • • WEBS 3 -13= 0/163, 3 -11 =- 1119/2345, 4 -11=-541/360,5-11=-19/32, 5-10=0/145,5-9=-2275/1098, ; • : 0000 • • • • • • 6-9=-241/856 0 0000 • • • • • • (NOTES '• • ••• • 1) 2 -ply truss to be connected together with 1 Od (0.148 "x3 ") nails as follows: • • • Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0 -7 -0 oc. j Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 5) Provide adequate drainage to prevent water ponding. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance I inspection. John A. 11ter, PE # 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1156 lb uplift at joint 2 305- 823 3 O5 and 1156 lb uplift at joint 7. j 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down A n and 95 lb up at 5 -0 -0, 62 lb down and 20 lb up at 7 -0 -12, 62 Ib down and 20 Ib up at 9 -0 -12, 124 Ib down and 41 APR 1 2 2007 lb up at 11 - 0 - 12, 62 lb down and 20 lb up at 13 - 3 - 4, and 62 lb down and 20 lb up at 15 - 3 - 4, and 179 lb down gn$437 Com 95 lb up at 17 -4 -0 on top chord, and 76 lb down at 5 -0 -0, 25 lb down at 7 -0 -12, 25 lb down at 9 -0 -12, 50 lb dpi Lakes FL 3 oat's at 11 -0 -12, 25 lb down at 13 -3 -4, and 25 lb down at 15 -3 -4, and 76 lb down at 17 -3 -4 on bottom chord. The C odtltsitft1343i Pf s uch conne device( is the respo of ot _ - - - -- -- o �russ russ Type - -ci Y P1 Y a 7 07 - RooF TRUSS 1 2 Job Referen Tonal) Royal Truss Co Hialeah Gardens, FL 33016, Eddie Davies _- - 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Apr 10 15:27:05 2007 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3 = -90, 3- 6 = -90, 6- 8 = -90, 2 -7 = -20 Concentrated Loads (lb) Vert: 3=- 119(F) 6 =- 119(F) 13= -76(F) 11= -25(F) 4= -62(F) 10= -25(F) 9= -76(F) 5= -62(F) 14= -62(F) 15=- 124(F) 16= -62(F) 17= -25(F) 18= -50(F) 19= -25(F) i I i I i �I � i I i 0000 .••.•. i 0000•. •• • 00.00• • 0000•. • 0000•• • 0000•• 00.0 • 00. • 00 • i •••••• 0 09 0 9 0 0000. •. •• •• • 0.000• • 0000.. • •.•.• 0000.• • • • 000.0. I I i i I I John A. Ilter, PE # 36205 3 05 - 823 -7303 APR 12 2007 14337 Commerce Way Miami Lakes, FL 33016 r off _ _ Truss _ I russ�ype — - - yam ply 4.7-07 GR2 ROOF TRUSS 1 — _ _ 01 _ 2 Job_ ( o�na� Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 6 2007 MiTek Industries, Inc. Tue Apr 10 15:27:06 �oyal Truss 2007 Page 1 i_ -1 -8 -0 I 5 -0 -0 9 -1 -15 13 -2 -1 17-4 -0 22 -4 -0 , 2t 1 -8 -0 5 -0 -0 4 -1 -15 4 -0 -3 4 -1 -15 5 -0 -0 1 -8 -0 Scale = 1:43.51 I I 3.00 F1 2 5x12 = 2x4 II 3x8 = 4x5 = 3 14 4 15 16 5 17 6 v 2 7 1 8 IM 3x6 % 13 18 12 11 19 20 10 21 9 3x6 = 2x4 11 3x4 = 2x4 11 3x4 = 3x10 = i i I I , 5 -0 -0 9 -1 -15 13 -2 -1 17 -4 -0 22 -4 -0 _. � 5-0 _ — 4-1-15 — 4 -0 -3 - 4 -1 -15 5-0 Pla te Offset (X , Y): 5 3, , 0 - 1- 8 ]x: 0 -6 0 0 -2 -0 LOADING (psf) T SPACING 2 -0 -0 r CSI DEFL in (loc) I /defl L!d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.50 Vert(LL) 0.42 10 -11 >624 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.78 Vert(TL) -0.72 10 -11 >363 240 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) 0.12 7 n/a n/a SCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly @e[Lecl or 4 -5 -2 oc BOT CHORD 2 X 4 SYP No.2ND purlins. . • WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling direcIV ap lligd or 6- 3'8'ddbracing� "`:' REACTIONS (lb /size) 2=1840/0-8-0,7=1713/0-8-0 0000 •. . . • • • • • Max Uplift2=- 1286(LC 2), 7=- 1236(LC 2) 0 . 0 ; 0 • • • • • FORCES (lb) - Maximum Compression /Maximum Tension • " "• : : 000 0 • TOP CHORD 1 -2 =0/35, 2 -3 =- 5232/2810, 3 -14 =- 7186/4230, 4 -14 =- 7185/4230, 4 -15 =- 7185/4230, • • 15 -16 =- 7185/4230, 5 -16 =- 7185/4230, 5 -17 =- 4630/2616, 6 -17 =- 4630/2616, 6-7=-4761/2630, • • • • • • ' ' ' 7 -8 =0/35 ••'••' 0 00,0 00 ••• •••••• BOT CHORD 2 -13 =- 2575/4989, 13 -18 =- 2565/5008, 12 -18 =- 2565/5008, 11 -12 =- 2565/5008, 11 -19 =- 4015/6989 • • • • • • • 0 19 -20 =- 4015/6989, 10 -20 =- 4015/6989, 10 -21 =- 4015/6989, 9 -21 =- 4015/6989, 7-9=-2401/4535 ; ' ; * + • • • • • WEBS 3 -13= 0/165, 3 -11 =- 1567/2367, 4 -11 =- 614/512, 5 -11 =- 50/275, 5 -10= 0/125, 5 -9 =- 2599/1645, • • 6 - 9= - 411/880 ••• •••• i••••e NOTES +'• 1) 2 -ply truss to be connected together with 1 Od (0.148 "x3 ") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0 -7 -0 oc. Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 5) Provide adequate drainage to prevent water ponding. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assur inspection. YT�t 305-823-7303 36205 P it 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1286 lb uplift at joint 2 and 1236 lb uplift at joint 7. APR 12 2007 14337 Commerce Way Miami Lakes, FL 33016 C on p a ec e 2 job 1 1 russ — Truss - - — ity y 4-7-07 GR2 ROOF TRUSS 1 _ _ _ 2 Job Referenc (optional) -- : Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 - MiTek Industries, Inc. Tue Apr 10 15:27b&1567 Page 2 NOTES 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 95 lb up at 5-0-0, 62 lb down and 20 Ib up at 7-0-12,105 lb down and 101 lb up at 9 -0 -12, 105 lb down and 101 Ib up at 10 -3 -4, and 105 Ib down and 101 lb up at 12 -3 -4, and 105 lb down and 101 lb up at 14 -3 -4 on top chord, and 76 lb down at 5 -0 -0, 25 lb down at 7 -0 -12, 25 lb down at 9 -0 -12, 25 lb down at 10 -3 -4, and 25 lb down at 12 -3-4, and 25 lb down at 14 -3 -4 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3 = -90, 3- 6 = -90, 6- 8 = -90, 2 -7 = -20 Concentrated Loads (lb) Vert: 3=- 119(F) 13= -76(F) 11= -25(F) 4=- 105(F) 14= -62(F) 15=- 105(F) 16=- 105(F) 17=- 105(F) 18= -25(F) 19= -25(F) 20= -25(F) 21= -25(F) I I I I i I I i •ss• • • •000:4 • • s •0000• •• • 0.6.00 i 000000 • 000•40 0 • 060000 •000• as** • • • 0000.0 00 • 00000 000000 0 go 0 0000•• 0 • s • s • • • 0000 00000• • • • ••6000 •• • 000 • • • • s• I John A. liter, PE # 36205 305- 823 -7303 APR 12 2007 14337 Commerce Way Miami Lakes, FL 33015 i Job Truss Tru - ss Type — iCitY j Y 4-7-07 — H1 iROOFTRUSS 2 1 o Job Referenc (optional) Ro al Truss Cr ,Hialeah Gardens, FL 33016, Eddie Davies .00 s Mar 8 2007 MiTek Industnes - -- _ - , - - -- — - _ e 1 Y P 65, Inc. Tue Apr 10 1527:06 2007 Page 1 1 -8 -0 7 -0 -0 11 -2 -0 15 -4 -0 22 -4 -0 2L2:9 1 -8 -0 7 -0 -0 4 -2 -0 4 -2 -0 7 -0 -0 1 -8 -0 Scale = 1:43.5 3.00 12 5x6 = 3x4 = 5x6 = 3 4 5 cl 2 6 r� 7 ]M 0 3x8 10 9 8 3x8 z 3x4 = 45 = 3x4 = I I 7 -0 -0 15 -4 -0 22 -4 -0 7 -0 -0 8 -4 -0 7 -0 -0 Plate Of fset s X Y L2:0-5-3,0-1 , [6:0- 5 -3,0 -1 8 ( - --8] _ 1 - LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.73 Vert(LL) 0.36 8 -10 >714 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.76 Vert(TL) -0.70 8 -10 >370 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.14 6 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 89 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly agp1 d or 2 -7 -0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. . • WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling director apoed or 4 -4-W bracing " "V •• • • ••• • REACTIONS (lb /size) 2=1375/0-8-0,6=1375/0-8-0 •.. •.. • • • • : • • • • % 1 Max Uplift2=- 984(LC 2), 6=- 984(LC 2) Goes** . • • • FORCES (lb) - Maximum Compression /Maximum Tension • •000 • :••• :• • j TOP CHORD 1 -2 =0/35, 2 -3 =- 3351/1657, 3 -4 =- 3188/1659, 4 -5 =- 3188/1659, 5 -6 =- 3351/1657, 6 -7 =0/35 •••• *0000 ••�••• BOT CHORD 2 -10 =- 1449/3163, 9 -10 =- 1742/3488, 8- 9=- 1742/3488, 6 -8 =- 1449/3163 • • • • • • • • • • • WEBS 3 -10 =- 42/390, 4 -10 =- 580/317, 4 -8 =- 580/317, 5 -8 =- 42/390 • • • • • • • • • • • 000 • • • s NOTES • • • •••• ••••i•II 1) Unbalanced roof live loads have been considered for this design. • • • 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed ••• •••• •••••• C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. •• • •••• : • • 3) Provide adequate drainage to prevent water ponding. •• 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and 984 lb uplift at joint 6. I LOAD CASE(S) Standard John A. liter, PE # 36205 305- 823 -7303 I I APR 12 2007 j 14337 Commerce Way Miami Lakes, FL 33016 o russ _ _ toss yep _ - r -- [Qty ply i4 7 07 H2 ROOF TRUSS 2 1 �__ _ �_ Job Referenc o tional Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies �� ? _ -- _ -- - — . 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Apr 10 15:27:07 2007 Page 1 i -1 -8 -0 5 -0 -8 9 -0 -0 13 -4 -0 17 -3 -8 22 -4 -0 24 -0 -0 1 -8 -0 5 -0 -8 3 -11 -8 4 -4 -0 3 -11 -8 5 -0 -8 1 -8 -0 Scale = 1:43.5 5x6 = 5x12 = 3.00 12 4 5 2x4 E 3 2 7 r�1 8 LA 0 0 3x8 11 10 9 3x8 3x8 = 3x5 = 3x4 = I , 9 -0 -0 13 -4 -0 22 -4 -0 9 -0 -0 4 -4 -0 9 -0 -0 Plate Offset s_( Y): [2 5 3,0- 1- 81,j5_ 6- 0,0 -2- 0 ],[7:0- 5- 3,0 -1 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in floc) I /defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.75 Vert(LL) 0.30 9 -11 >874 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.72 Vert(TL) -0.59 7 -9 >439 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.14 7 n/a n/a BCDL 10.0 Code FBC2004 /TP12002 (Matrix) Weight: 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -11 -12 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4 Ed bracing : l REACTIONS (lb /size) 2= 1375/0 -8 -0, 7= 1375/0 -8 -0 • G ; • ... • Max Uplift2=- 969(LC 2), 7=- 969(LC 2) ' FORCES (lb) - Maximum Compression /Maximum Tension ...:.. • :Gott: TOP CHORD 1 -2 =0/35, 2 -3 =- 3423/1708, 3 -4 =- 2838/1427, 4 -5 =- 2730/1428, 5 -6 =- 2837/1428, 6 -7 =- 3423/1708, :...:. • 7 -8 =0/35 * fee • • .... BOT CHORD 2 -11 =- 1507/3247, 10- 11=- 1184/2729, 9 -10 = -1 184/2729, 7 -9 =- 1507/3247 ...... •• • ••"' WEBS 3 -11 =- 573/338, 4 -11 =- 14/274, 5 -11 =- 230/231, 5 -9 =- 14/276, 6 -9 =- 574/336 ' ' . • • • • • •' I NOTES • • • 1) Unbalanced roof live loads have been considered for this design. • • 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; .' . • • • • • ; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. • • • • •' • ; 3) Provide adequate drainage to prevent water ponding. • • 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 969 lb uplift at joint 2 and 969 lb uplift at joint 7. LOAD CASE(S) Standard John A. liter, PE # 36205 305- 823 -7303 APR 12 2007 14337 Commerce Way Miami Lakes, FL 33016 Job - -- - - - 1 rusT s -- - -� rusT s y e Y Y 4 -7-0 ROOF TRUSS 6 7 J1 1 _ LJbReftere (optional Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies -- - - - _ 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Apr 10 15:27:07 2007 Paga 1 -1 -8 -0 i 1 -0 -0 3 1 -8 -0 1 -0 -0 Scale = 1:4.7I 2 3.00 F12 1 v cg 0 >< i 1 -0 -0 -- LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TIC 0.71 Vert(LL) 0.00 2 >999 240 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 2 -3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 4 lb - -- LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 1 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing, REACTIONS (lb /size) 2= 504/0 -8 -0, 3 =- 264 /Mechanical �••. Max Horz 2=1 02(LC 2) • • ••�•�• 00 Max Uplift2=- 920(LC 2), 3=- 264(LC 1) 0 ; . .•. Max Grav2= 504(LC 1), 3= 540(LC 2) . . . •• 0000•• •• 0 000•• • • 0 • FORCES (lb) - Maximum Compression /Maximum Tension 0 0 •. •• 0 0 0 0 0 0 TOP CHORD 1-2=0/44,2-3=-78/131 • • 0 0 . • • • ( , • • 0000•• 0000• NOTES •'•• 0 • 0 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed;'; •• • 0000• • • • 0000•• C -C interior(1); Lumber DOL =1.33 plate grip DOL =1.00. • • • • " • 2) Refer to girder(s) for truss to truss connections. • 0 .0.6 • • • 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 920 lb uplift at joint:2 • • • • • • " and 264 lb uplift at joint 3. • • • 0000 0 . • 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. • • • • 000 • : • • LOAD CASE(S) Standard i i I i I John A. titer, PE # 36205 305 - 823.7303 APR 1 2 2017 14337 Commerce Wray Miami Lakes, FL 33016 russ Truss Type — , - ° y 101 -07 IJ3 �ROOFTRUSS �6 1 j - Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies - - 6.500 bM e 8 2007 M Te Inc. Tue Apr 10 15:27:07 2007 Page 1 - � I -1 -8 -0 3 -0 -0 I 1 -8 -0 3 -0 -0 Scale = 1:7.8I 3 3.00 12 j 2 I i I 3x4 = i I 3 -0 -0 — 3 -0 -0 LOADING sf � (p ) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.67 Vert(LL) 0.00 2 *•" 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.3 - > 3 BC 0. T -4 03 i Vert( L) 0.00 2 999 240 BCLL 0.0 Rep Stress Incr YES WB BCDL 10.0 Code FBC2004/TPI 002 (Matrix) Weight: Horz(TL) -0.00 3 n/a n/a Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3 -0 -0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 3 =25 /Mechanical, 2= 393/0 -8 -0, 4 =25 /Mechanical 0000 Max Horz2= 128(LC 2) 0 • • . 0000 0000.• Max Uplift2=- 549(LC 2) Max Grav3 =55(LC 2), 2= 393(LC 1), 4 =25(LC 1) 0 • • 0 0 ' V: • 0 000000 00 0 0 0.000 FORCES (lb) - Maximum Compression /Maximum Tension 000 ; .• • • TOP CHORD 1-2=0/35,2-3=-53/15 ••• 0 0 0 000. BOT CHORD 2 -4 =0/0 . • • • • • • • . 0 • • • 0000 • • • 4 NOTES 00 00 0000• j • • ••• 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed! • • • 0 00 • ••• C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 0 00000 • ' 0 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurancg ' : • • • • • • • • • • inspection. 0 0 0 0 0 0 . 0 0000.. 3) Refer to girder(s) for truss to truss connections. : • • 000 0 0 0 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint t • • • 00 ++ LOAD CASE(S) Standard I i John A. liter, PE # 36205 305- 823 - 7303 APR 12 2007 l 14337 Commerce Shay Miami Lakes, FL 33016 i I o russ toss yep — -- y - -- — 4 -7 -07 AA ROOF TRUSS I 3 1 _ _ Job Reference o tionall Royal Truss Cory, Waleah Gardens, FL 33016, Eddie Davies -- - - - - 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Apr 10 15:27:08 2007 Page 1 i 5 -0 -0 5 -0 -0 2 Scale = :8.3 3.00 12 I i 1 � I I 3x4 = 5 -0 -0 5 -0 -0 LOADING (psf) SPACING 2 - - CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.40 Vert(LL) 0.00 1 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.04 1 -3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 L Code FBC2004 /TP12002 (Matrix) L Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5 -0 -0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb/size) 1=240/0-8-0,2=195/Mechanical, 3 =45 /Mechanical � � • • Max Horz 1 = 1 01 (LC 2) • 0 ••• • 000,0 Max Uplift1=- 126(LC 2), 2=- 177(LC 2) • •• ' • • • • FORCES (lb) - Maximum Compression /Maximum Tension • • 0 :0 0 • • • *00000 TOP CHORD 1- 2= -57/41 000;0+ • ;0000: BOT CHORD 1 -3 =0/0 0 • • + • . 00.00• 0000• • + NOTES 0000 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclose(t 0 0 0 : 0 • • • • • • • •+ C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. • • • • " • 0 • 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance 0 • • • 0 • ', inspection. 0 • ; • • • • • • • • • • 3) Refer to girder(s) for truss to truss connections. 0 . • 0 • • 0 • i 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint:1 • • 0 • + 0 • • and 177 lb uplift at joint 2. • • i 00 LOAD CASE(S) Standard I i John A. Ilter, PE # 36205 305- 823 -7303 APR 12 2007 14337 Commerce Way Miami Lakes, FL 33016 o ruses __ Type 4 -7 -07 J5 ROOF TRUSS 10 1 - _ _ � _ ; Jo_b R eference (optional) i R al Truss Co Hialeah Gardens, 33016, Edtlie Davies - - - — -- - - y Corp 6.500 s - Mar 8 2007 MiTek Industries, Inc. Tue Apr 10 15:27:08 2007 Page 1 -1 -8 -0 5 -0 -0 1 -8 -0 5 -0 -0 Scale = 1:11.1 3 I 3.00 12 2 i I 3x4 = I I 5 -0 -0 5 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Ud j PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.67 Vert(LL) 0.00 2 * * ** 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.04 2 -4 >999 240 BCLL 0. i Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004 /TP12002 (Matrix) Weight: 18 lb FBO MT BER BRACING CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5 -0 -0 oc CHORD 2 X 4 SYP No.2ND purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 3= 152 /Mechanical, 2= 46610 -8 -0, 4 =45 /Mechanical 0 Max Horz2= 171 (LC 2) • • • 0000 • •��•:� Max Uplift3= -95(LC 2), 2=- 540(LC 2) see FORCES (lb) - Maximum Compression /Maximum Tension . • • • • • • • • ' " "` TOP CHORD 1 -2 =0/35, 2- 3= -63/30 ' • • • .000.0 BOT CHORD 2 -4 =0/0 ••...•I . • • 0000 • . 0.000• 0000• NOTES •'•' . . . • • 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed,, • ;' •; •' • • • • C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. • • • • • • ` 090 �: 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance • • • • • • ` • inspection. • • ; 0000 00 3) Refer to girder(s) for truss to truss connections. • • `�...' • • 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 3i • • and 540 lb uplift at joint 2. 00 ' • • LOAD CASE(S) Standard John Att E 20 APR 12 2007 1 4337 iami Lakes, FL 330 S C Yp Y Y o russ Trus 4707 M1 - COMMON 2 ' 1 Job_ Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies - - - 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Apr 10 15:27:09 2007 Page 1 -1 -8 -0 6 -8 -0 8 -0 -0 1 -8 -0 6 -8 -0 1 -4 -0 Scale= 1:16.61 4x6 = 3 3x4 I I 3.00 12 4 2 Li Ll 6 2x4 11 3x4 = 3x5 11 6 -8 -0 8 -0 -0 6 -8 -0 1 -4 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.05 2 -6 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.17 2 -6 >536 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2004 /TP12002 (Matrix) Weight: 31 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 2= 622/0 -8 -0, 5= 389/0 -3 -8 0 " "• Max Horz2= 184(LC 2) • • 0000 " " i ` Max Uplift2= 2), 5= 99(LC 2) •••` : 0 • �•; •• 0000•• •• • •••.•s FORCES (lb) - Maximum Compression /Maximum Tension 0 • • • 0 ..000 0.000• TOP CHORD 1-2=0/35,2-3=-442/127,3-4=-385/158,4-5=-163/26 . • • BOT CHORD 2 -6 =- 154/356, 5 -6 =- 154/356 . • "` : • • • • • • WEBS 3- 6=- 131/233 0600 • ••�••• 00 . 00• •• • 0000• NOTES 0•`••` `••`•` ••••�• 1) Unbalanced roof live loads have been considered for this design. 60060 • • 0 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed, • ; 0000 •••••- C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. • 0000 0 • • 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assuranc% 0`• 000 • ; inspection. • • • 0 0 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 603 lb uplift at joint 2 00 and 199 lb uplift at joint 5. LOAD CASE(S) Standard John A. 11t®r PE # 30205 30 5+ 3--7,30,, I APR 12 2002 M ami Lakes FL 330 i ob- - - ruses (Truss y ep - ; ;Qty - -� y 4 -7 -07 MG1 MONO TRUSS 11 1 _ ! ;Job Reference (optional) Royal Truss Corp, Hialeah Garden 33016, Eddie Devies 6,500 s Mar 8 2007 MiTek Industries, Inc. Tue Apr 10 15:27:09 2007 Page 1 5 -0 -0 2x4 II 5 -0 -0 Scale = :8.3 3.00 12 1 i 1>< 3x4 = 5 -0 -0 2x4 II, 5 -0 -0 -- -� Plate Offsets X Y : LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.50 Vert(LL) 0.04 1 -3 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.07 1 -3 >755 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 21 lb i LUMBER BRACING I TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5 -0 -0 oc BOT CHORD 2 X 6 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10.6 -0 ocebracing.... • REACTIONS (lb /size) 1= 603/0 -8 -0, 3= 603/0 -3 -8 •,.' : • ••; e • Max HOrz 1 =98(LC 2) • • • "' Max Uplift1=- 328(LC 2), 3=- 353(LC 2) • • FORCES (lb) - Maximum Compression /Maximum Tension • • • • . : • • • • • .... • TOP CHORD 1 -2 =- 55/40,2 -3 =- 203/182 �•••• ' ..;.•� BOT CHORD 1 -3 =0/0 e g g s NOTES 1 Wind: ASCE 7 -02; h 146m 3- second g ust); h =13ft; TCDL =5.0 sf; BCDL =5.0 sf; Category 11; Ex C; enclosed; : .. • • p( 9 ) p p 9 ry p •� ..••. C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. ' • . �.. 0 • 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance ; .' • . inspection. . • • . • 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at joint 1 and 353 lb uplift at joint 3. 4) Girder carries tie -in span(s): 8 -0 -0 from 0 -0 -0 to 5 -0 -0 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumberincrease =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3=- 177(F= -157), 1 -2 = -90 John A. liter, PE # 36205 305- 823 -7303 APR 12 2007 14337 Commerce Way Miami Lakes, FL 33016 I J ob _ �Tl = TRUSS s Type -,{ Pt � - -- , Y ; ob 3 1 __ _ __ Reference (options!) - Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies - � __ 6.500 500 s Mar 8 2007 MiTek Industries, Inc. Tue Apr 10 15:27:162007 Page -1 -8 -0 6 -1 -8 11 -2 -0 16 -2 -8 22 -4 -0 24 -0 -0 1 -8 -0 6 -1 -8 5 -0 -8 5 -0 -8 6 -1 -8 1 -8 -0 Scale = 1:42.7 5x6 = 3.00 12 4 I 2x4 2x4 3 5 2 6 1 7 I , 3x8 10 9 8 3x8 z 3x4 = 3x4 = 3x4 = I i , 7 -9 -11 14 -6 -5 22 -4 -0 , 7 -9 -11 6 -8 -11 7 -9 -11 F Plate Offsets (X Y). [2:0-4-1 [6:0 -4 -15, 0-1 -81 - - - LOADING (psf) SPACING 2 - - CSI DEFL in (loc) I /dell L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.70 Vert(LL) 0.31 8 -10 >840 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.69 Vert(TL) -0.56 8 -10 >465 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.13 6 n/a n/a BCDL 10.0 Code FBC2004 /TPI2002 L (Matrix) Weight: 92 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -10 -2 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-1M 0 0 WEBS 6009 REACTIONS (lb /size) 2=1375/0-8-0,6=1375/0-8-0 • 0 ' : • • •' • Max Uplift2=- 952(LC 2), 6=- 952(LC 2) • 6.09 • 0 ••9.x , FORCES (lb) - Maximum Compression /Maximum Tension •6 0 0 • TOP CHORD 1 -2 =0/35, 2 -3 =- 3404/1612, 3 -4 =- 2979/1408, 4 -5 =- 2979/1408, 5- 6=- 3404/1612, 6 -7 =0/35 • • •' . • • • • • • 9.0 0 • BOT CHORD 2 -10 =- 1412/3223, 9 -10 =- 945/2277, 8 -9 =- 945/2277, 6 -8 =- 1412/3223 • • • • • ' 0 0.096 , WEBS 3 -10 =- 546/371, 4 -10 =- 237/771, 4 -8 =- 2371771, 5 -8 =- 546/371 000000 9900 •• • • NOTES 6666•• 1) Unbalanced roof live loads have been considered for this design. • • • . • • • • "' 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category Il; Exp C; enclosed; ' • 0 • • C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance • • • 9 • inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 952 lb uplift at joint 2 and 952 lb uplift at joint 6. LOAD CASE(S) Standard i i John A. liter, rah 4 36205 305-823-7303 I APR 12 2001 14337 Commerce vv Miami Lakes, FL 33016 Jodi - I russ Truss f-ype _ Qty - 4 -7 -07 i T2 R OOF TRUS 1 - _ _ _ _ l_ _- _ : 7 2 J (opti la Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 6 2007 MiTek Industries, Inc. Tue Apr 10 15:27:10 2007 Page 1 -1 -8 -0 5 -9 -8 10 -6 -0 15 -2 -8 21 -0 -0 22 -8 -0 1 -8 -0 5 -9 -8 4 -8 -8 4 -8 -8 5 -9 -8 1 -8 -0 Scale = 1:40.5 4x5 = 3.00 12 4 2x4 Q 2x4 3 5 2 6 r� 7 j I o 3x4 = 10 9 8 3x4 = 3x4 = 3x4 = 3x4 = I I 7 -4 -5 13 -7 -11 21 -0 -0 7 -4 -5 6 -3 -5 7 -4 -5 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.33 Vert(LL) 0.13 8 -10 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.24 8 -10 >999 240 i BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 173 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 2=1302/0-8-0,6=1302/0-8-0 • • • • • • • Max Uplift2=- 914(LC 2), 6=- 914(LC 2) • Soo* • FORCES (lb) - Maximum Compression /Maximum Tension .00000 • • • • TOP CHORD 1 -2 =0/35, 2- 3=- 3154/1470, 3-4 =- 2764/1287, 4 -5 =- 2764/1287, 5 -6 =- 3154/1470, 6 -7 =0/35 ...: • • ' • • • • ; BOT CHORD 2-10=-1277/2983,9-10=-863/2122,8-9=-863/2122,6-8=-1277/2983 • • • WEBS 3 -10 =- 500/335, 4 -10 =- 205/706, 4 -8 =- 205/706, 5 -8 =- 500/335 . ; • • • • •' ; • • NOTES •• • •••••i 1) 2 -ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: • •• •. • • .• Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. .00 0 • • • • • ; �. Bottom chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc, ; • . • • • •' . Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. , • • • • ; .. • • 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD . • • ... • • CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless • • • • .: otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; j C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 914 lb uplift at joint 2 and 914 lb uplift at joint 6. LOAD CASE(S) Standard John A. Ilter, FEE 3 €0 i 3 05 - 82:3 --lb APR f 7 14337 Commerce We,, � Miami Lakes, FL 330 I Job cuss - russ -Type y - - 4 Ro al Truss C ialeah Garde e ROOF TRUSS g 1 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Apr 10 15.27.11 2007 Page 1 __ (option y p, dens, FL 33016, Eddie Davies — -1 -8 -0 5 -9 -8 10 -6 -0 15 -2 -8 21 -0 -0 22 -8 -0 1 -8 -0 5 -9 -8 4 -8 -8 4 -8 -8 5 -9 -8 1 -8 -0 Scale = 1:40.5; 4x6 = 3.00 F1 2 4 2x4 2x4 3 5 d 2 6 r�1 7 I a ci 3x8 = 10 9 8 3x8 = 3x4 = 3x4 = 3x4 = 7 -4 -5 13 -7 -11 21 -0 -0 774 -5 6 -3 -5 -_ . -- 7 -4 -5 1 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.67 Vert(LL) 0.27 8 -10 >910 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.63 Vert(TL) -0.49 8 -10 >501 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 87 lb L LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3 -0 -7 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5 -1 -0 oc bracing. REACTIONS (lb /size) 2= 1302/0 -8 -0, 6= 1302/0 -8 -0 • �,,, • • • • • ; • Max Uplift2=- 914(LC 2), 6=- 914(LC 2) ,' , • FORCES (lb) - Maximum Compression /Maximum Tension see*** " • , TOP CHORD 1 -2 =0/35, 2 -3 =- 3157/1471, 3-4 =- 2766/1288, 4 -5 =- 2766/1288, 5 -6 =- 3157/1471, 6 -7 =0/35 ,.,:•• ' �••••; BOT CHORD 2 -10 =- 1278/2986, 9 -10 =- 864/2123, 8 -9 =- 864/2123, 6 -8 =- 1278/2986 . • 09 1 WEBS 3 -10 =- 501/336, 4 -10 =- 205/707, 4 -8 =- 205/707, 5 -8 =- 501/336 0 0000 0 , , •; NOTES •• • s o •••••• ••••• 1) Unbalanced roof live loads have been considered for this design. • • • • • 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; • • • • • • • „1 C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. ; • • • • • • , 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance , 000 • • • • : • • • • inspection. . • ,,, • 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 914 lb uplift at joint 2 ' ' •: and 914 lb uplift at joint 6. LOAD CASE(S) Standard i i John A. liter, PE 0 36205 30 5 - 823 -7343 APR 12 2007 14337 Commerce vv Miami Lakes, FL 33016 ob rues rues Type Y Y — – 4 707 V1 ROOF TRUSS 1 1 _ _ _ _ _ I Job Referen (optional) 2 Royal Hialeah Gardens, FL 33016, Eddie Davies - - - - - - Apr10 15:27:11 2007 Page 1 Truss Corp, 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue 2 -0 -0 2 -0 -0 Scale = 1:3.8 3.00 Ff2 1 2 -0 -0 2 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.04 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2004 /TP12002 (Matrix) Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 1=63/2-0-0,2=63/2-0-0 • • • • Max Horz 1 =30(LC 2) • ' .••••• Max Uplift1= -49(LC 2), 2= -56(LC 2) •• • •••• "• FORCES (lb) - Maximum Compression /Maximum Tension """••• • • TOP CHORD 1- 2= -17/12 • • •.•••• • NOTES ••••• :••••• ••••• 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; see • • • • • • • • • C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 00:00: • • • • • • • • 2) Gable requires continuous bottom chord bearing. • • • • ' • " "' 3) Bearing atjoint(s) 1, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building desigrwr.• "•• • •i should verify capacity of bearing surface. • ' 0 • • • • " * Goo* 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 1 0 0 000000 and 56 lb uplift at joint 2. " • • .:: - 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. "' • • ' LOAD CASE(S) Standard I I i John A. Uter, p 30 5 - 323 -703 APR 1' 14337 CommerCe W Miami Lakes, FL 33016 i j ob Truss --- russ?ype — y 4-7-07 V11 ROOF TRUSS 2 1 Job Reference (optional)__ Royal Truss Car , Hialeah Gardens, FL 33016, Eddie Davies _ y p 6.500 s Mar S 2007 MiTek Industries, Inc. Tue Apr 10 15:27:11 2007 Page 1 6 -0 -0 12 -0 -0 � I 6 -0 -0 6 -0 -0 Scale = 1:19.5j i i I i 5x6 = 3.00 12 2 �J I 1 3 Li 3x4 � 2x4 11 3x4 12 -0 -0 - - 12 -0 -0 - LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.31 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.19 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 34 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc � BOT CHORD 2 X 4 SYP No.2ND purlins. OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. 0000 I REACTIONS (lb /size) 1=203/12-0-0,3=203/12-0-0,4=653/12-0-0 • ' 0 99060 l Max Upliftl=- 114(LC 2), 3=- 114(LC 2), 4=- 347(LC 2) •• •••o •� Max Grav1= 220(LC 3), 3= 220(LC 4), 4= 653(LC 1) •. ' '•• • •• 6 0.000• 0000•• � • FORCES (lb) - Maximum Compression /Maximum Tension • • •• • 6 ••••0 TOP CH 1-2=-64/43,2-3=-64/43 6 • • BOTCHORD 1- 4= 0/19,3 -4 =0/19 6 •••• • •00000 00000 WEBS 2 -4 =- 489/356 0 •000 • ••:••� • • ••••: . • • 0 000• NOTES •• • • 1) Unbalanced roof live loads have been considered for this design. 66 0 000 • • 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; : • ; 00.000 00000 C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 6000 0 0089 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance 0 • • • 6 0 • • • inspection. • • • • • 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 1, 114 lb uplift at joint 3 and 347 lb uplift at joint 4. LOAD CASE(S) Standard I John A. liter, PE # 36205 305 - 823 -7303 APR 12 2007 14337 Commerce Wa Miami Lakes, FL 3301 boob russ - rT uss Type - - - T3 y PIy - 4-7-07 V16 ROOF TRUSS 1 1 _L , Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies - -- _ 6.500 s Mar 8 2007 MiTek Industries, Inc Tue Apr 10 15:27:12 2007 Page 1 8 -0 -0 16 -0 -0 8 -0 -0 8 -0 -0 Scale= 1:26.01 i i I 6x8 = 3.00 12 2 I 1 3 LLJ 3x5 = 3x5 zz 5x6 = i I I 16 -0 -0 16 -0 -0 LPla Offsets (X,Y): [4:0-3-0 0 -3 -0j LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.61 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.37 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) - Weight: 47 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. .. • • OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 1Q- Q REACTIONS (lb /size) 1=288/16-0-0,3=288/16-0-0,4=924/16-0-0 • : : • Max Uplift1=- 156(LC 2), 3=- 156(LC 2), 4=- 475(LC 2) "'; • 0 00 0 " :: "" j Max Grav 1= 311(LC 3), 3= 311(LC 4), 4= 924(LC 1) • • • • • • • 0000 • . • FORCES (lb) - Maximum Compression /Maximum Tension 0 0009 0 : • •.. • TOP CHORD 1 -2 =- 90/61,2 -3= -90/61 �. . 00 BOT CHORD 1-4=0/26,3-4=0/26 •• •• 0 0 0 0 0 0 WEBS 2 -4 =- 692/489 • 0000.• . • NOTES • • 0000 000000 1) Unbalanced roof live loads have been considered for this design. • • 0000 • • 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosen;ii, : ••• • : �: C -C Interior(1); Lumber DOL =1.33 plate grip DOL= 1.00_ ' 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint 1, 156 lb uplift at joint 3 and 475 lb uplift at joint 4. i LOAD CASE(S) Standard i John A. Ilter, PE # 36205 3 05- 823 -7303 APR 12 2001 14337 Miami Lakes, FL 33016 o cuss -- russ yep - - - y y -- v1g RoOFTRl1SS LJob �,fer, 4 -7-07 (optional) - - Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies -- - _ - 6.500 s Mar S 2007 MiTek Industries, Inc. Tue Apr 10 15:27:12 2007 Page 1 , 10 -0 -0 20 -0 -0 10 -0 -0 10 -0 -0 Scale = 1:32.5 4x5 = 3.00 12 3 2x4 11 2x4 If 2 4 1 5 3x4 3x4 Z 2x4 11 3x4 = 2x4 II 2x4 II i 20 -0 -0 20 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TIC 0.35 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.17 Vert(TL) n/a - n/a 999 BCLL 0.0 j Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 J Code FBC2004/TP12002 (Matrix) Weight: 62 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 1= 215/20 -0 -0, 5= 215/20 -0 -0, 7= 356/20 -0 -0, 9= 577/20 -0 -0, 6= 577/20 -0 -0 • • • • • • • • • • • • • • Max Uplift1=- 110(LC 2), 5=- 110(LC 2), 7=- 138(LC 2), 9=- 325(LC 2), 6=- 325(LC 2) • • • • • • • • Max Grav 1= 215(LC 1), 5= 215(LC 1), 7= 356(LC 1), 9= 586(LC 3), 6= 586(LC 4) • • 9:0 • • . . 00 0000 I FORCES (lb) - Maximum Compression /Maximum Tension • • • • • • • • • • TOP CHORD 1 -2 =- 57/52, 2 -3 =- 59/104, 3 -4 =- 59/104, 4 -5= -57/52 . • • BOT CHORD 1-9=0/39,8-9=0/39,7-8=0/39,6-7=0/39,5-6=0/39 • • • • :09666 • • : • • • WEBS 3 -7 =- 307/191, 2 -9 =- 455/344, 4 -6 =- 455/344 69:00: • • • • • • *0:00 NOTES ' 1) Unbalanced roof live loads have been considered for this design. ; ' ; 0000 ....;. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= S.Opsf; BCDL= S.Opsf; Category 11; Exp C; enclose; • • • • • • • • • C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. • • . •.. • • • 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance! • ' ' •'. ; ' • inspection. .. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 1, 110 lb uplift at joint 5, 138 lb uplift at joint 7, 325 lb uplift at joint 9 and 325 lb uplift at joint 6. LOAD CASE(S) Standard i I John A. liter, PE # 36205 305 -823 -7303 i APR 12 Z7 14337 Commerce We WFiarni Lakes, FL 3301K I L II - [Job - - 7 russ Type - —ut p y 4 -7 -07 ROOFTRUSS 2 � 1 J Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies - - - - -- - - 6.500 s Mar 8 2007 MiTek Industries, Inc Tue Apr 10 15:27:13 2007 Page 1 2 -0 -0 4 -0 -0 2 -0 -0 3x4 = 2 -0 -0 Scale = 1:6.5 2 3.00 12 i 3 1 i 4 -0 -0 4 -0 -0 Plate Offsets X Y 2:0 -2 -0, Edge] - -- - _ - - _ LOADING (psf) T SPACING 2 -0 -0 j CSI T DEFL in (loc) I /defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TIC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 1 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 6 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4 -0 -0 oc j purlins. 0000 BOT CHORD Rigid ceiling direct4y applied or 1(7 Q • REACTIONS (lb/size) 1=63/4-0-0,2=126/4-0-0,3=63/4-0-0 • • • •• • . 00r Max Uplift1= -56(LC 2), 2= -98(LC 2), 3= -56(LC 2) . . • • •••••• .• • •••• • FORCES (lb) - Maximum Compression /Maximum Tension 000000 • •. :0 TOP CHORD 1 -2 =- 12/17, 2 -3= -12/17 0000 • • • • 0.000. •.•. . •.•.• NOTES ��•�� • 1) Unbalanced roof live loads have been considered for this design. • • • • • 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; encloses;" 0 0 C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. :00:9: 0 0 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurances • • • • • 000000 inspection. . 0000 4 q 9 Gable requires continuous bottom chord bearing. 00. '0 "0' •• • •.• • • • 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 1, 0 0; 98 lb uplift at joint 2 and 56 lb uplift at joint 3. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard i I I i i John A. liter, PE # 36205 305- 823 -7303 APR 12 2007 14337 Commerce Way Miami Lakes, FL 33016 7� -- - - Lruss - - russ - Type -_ -� _��tv -. Ply _ - _ 4 -7 -07 ROOF 1 TRUSS ` -' 1 1 Job Reference (optional) [Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies J -- - -- _ - Y p 6.500 s Mar 8 2007 MiTek Industries, Inc. Tue Apr 10 15:27:13 2007 Page 1 i 400 , 1. 4 -0 -0 2 Scale = 1:6.5 3.00 Ff2 I i I 1 I I I 3x4 2x4 II 4 -0 -0 4 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.15 Vert(LL) n/a - n/a 999 MT 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2004 /TP12002 (Matrix) Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4 -0 -0 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. 0000 REACTIONS (lb /size) 1=147/4-0-0,3=147/4-0-0 • • • • • • • • • • • • Max Horz 1 =57(LC 2) • • • • i • • • • • Max Uplift1= -80(LC 2), 3= -94(LC 2) 6606•. •• • 6000.• • 0006.. • • FORCES (lb) - Maximum Compression /Maximum Tension • 9096: TOPCHORD 1 -2 =- 32/23,2 -3 =- 120/107 ,'• "• :000:6 BOT CHORD 1 -3 =0/0 0000 • . .... 60.96• •. . 0.006 NOTES 666. 6 96 6 • • 0000•• 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosetl;...•• • .� C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. ; 0000 0600;9 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance 0 • 0 0 0 0 • • • inspection. 0 .. 0 0 6 . 0 0 3) Gable requires continuous bottom chord bearing. 00 0 "' 0 0 ' ' 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 1 • • and 94 lb uplift at joint 3. LOAD CASE(S) Standard I � i John A. liter, PE # 36205 305- 823 -7303 APR 12 2007 14337 Commerce Way Miami Lakes, FL 33016 as -m - � TRUSS 'J Reference o tion - -- Royal Truss Corp, Hialeah Gardens, FL 33018, Eddie Davies - -- - - - ( p ) - -" - -- 6.500 sMar 8 2007 MiTek Industries, Inc. Tue Apr 10 15:27:13 2007 Page 1 i 4 -0 -0 8 -0 -0 4 -0 -0 4 -0 -0 Scale = 1:13.0 3x4 = 3.00 12 2 1 3 i i 3x4 % 3x4 Z 8 -0 -0 8 -0 -0 Plate O ffsets (X,Y): 2 :0- 2- 0,E LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.22 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.24 1 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2004 /TP12002 Matrix Weight: 21 Ib , LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. . • • • BOT CHORD Rigid ceiling directly apgjied or95 Oracing, REACTIONS (lb /size) 1=310/8-0-0,3=310/8-0-0 • • • • Max Upliftl =-1 76(LC 2), 3=- 176(LC 2) " ' •' V: '• FORCES (lb) - Maximum Compression /Maximum Tension 906:60 • • • TOP CHORD 1-2=-547/423,2-3=-547/423 • • • • • • : `� `: BOT CHORD 1 -3 =- 379/507 ' •••• • ' ••••• NOTES 09`06: 000009 ••••• 1) Unbalanced roof live loads have been considered for this design. 00 " " ` " "0 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =13ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; encloseQ," ' ' • C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. • • 0000 • • • • • • 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance • * 090* * • • inspection. • �' ; * ;' • •'; 4) Gable requires continuous bottom chord bearing. * • 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 1 and 176 lb uplift at joint 3. LOAD CASE(S) Standard i I I John A. liter, PE # 36205 305- 823 -7303 APR 1 2 2D.31 14337 Commerce vv F Miami Lakes, C -3:3o% Ilter Engineering, Ltd. Co. 3320 PADDOCK ROAD, WESTON, FL 33331 PHONE (954) 600 -7123 FAX (305) 512 -9424 E -MAIL ILTER cilBELLSOUT14.NET December 20, 2006 Eddie Davies Royal Truss, Inc. Medley, FL Re: End Jack Connection Detail- Top chord to corner jack/Hip girder Dear Eddie, As you requested, I investigation the connection requirements for open -ended jacks in a standard corner set based on the following parameters: I Spacing : 2'- D" o.c. Gravity Load 30 + 15 + 0 + 10 PSF Wind Load 146 MPH, Components and Cladding loads, ASCE 7 -02 per FBC 2004 Occupancy category II, exposure C, 25 ft. above ground, 10 PSF dead load. Lumber 2x4 No. 2 SYP minimum top and bottom chord (no webs) Pitch 2:12 to 6:12 16d Toe -Nail Capacity = 154 *.83 *.77 * 1.33 = 130# Approved Hurricane Clip Min. capacity 400# each direction Mark Span Top Chord Reaction Bottom Chord Reaction Top Chord Bott. Ch. Gravit y Uplift lift Connection Connection ...• J1 V-01, 45# 77# 10# (2), 46d ( 46d • • • •.. Toe- nails Toe~ • J3 3'- 0" 135# 179# 30# (2), l gel :e• (2rM6& •••••• i Toe -flaft Toe- nails ,.,.,; J5 5' - 0" 225# 331# 50# (3), 286 ". (�) .19h ' Toe -ngl?* Tde -nails ":". J7 T- 0" 315# 395# 70# Hurricane • (2)- 16th 0 0 * 0 0 .• .. •• CIi Toe -n ails If you have any questions regarding this matter, please do not hesitate to calf...' •• John A. ffinr # P1` # 3ti2(35 305 -&2 13 Sincerely, 4337 Commerce +y Miami Lakes, F(, a�io John A. Ilter,`P.E. FL Reg. Eng. No 36205 i { wppc i ting I russe Continuous Bracing @ 24" o.c. in areas without plyw. sheathing I Valley Trusses Valley Truss Strap @ 48" ox (see note) f Supporting trusses @ 24" o.c. t Partial Roof Layout 12 pitch �4to7 Supporting Truss Valley Trusses @ 24" o.c. Design toads: 30 + 15 + 0 + 10 PSF, 33°A QDL Wind Speed 146 MPH, 10 PSF Dead I&A.. • Lumber. 2x4 No. 2 ND SYP Min. Chords ` : • : ' . f 2x4 No. 3 SYP min - • •' ' • • • • • • .... % 6" wedge nailed to truss w/ 2-8d • • • toe- nails, or bevel cut bottom chord • , • , • • , • . • .. , .. j of valley truss • • • • • • •' Notes: • (a) Provide cont. bracing on verticals over 6' - 3 ". Connect bracing • • to verticals w/ 2, 10d nails. Bracing must be tied to a fixed point at ends. (b) Max. spacing for vertical studs is 6 - 0 ". (c) Conn. for uplift with min. 1 -1/4" 16 ga. twist strap at 4' - 0" o.c. with 4, 10d nails each side of strap. (ASCE 7 -02, FBC 2004) (d) Brace top chords of supporting trusses with plywood sheathing or 2x4 cont. bracing at 24" o.c. John A. liter , 3 . 3 6205 Customer. Royal Truss liter Engineering Ltd. Co. Job: Valley Detail 3320 Paddock Road - r Z a7 I Project: Weston, FL 33331 ' �� Co yini Lak "7erCe - wa,, Date: 12/20/06 954 -600 -7123 John �. 1�te, ".e °76 Scale: NTS FL Reg Eng. #36205 t HCPLl_ National Evaluation Service, Inc. ,_. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041 -3401 A- ITA Phone: 703/931-2187 www.nateval.org Fax: 703/931 -6505 ODE OUNCIL i NATIONAL EVALUATION REPORT Report Noe NER -510 Re- Issued May 9, 2003 i DIVISION 06 — WOOD AND PLASTICS Section 06090 — Wood and Plastic Fastenings 1 _ REPORT HOLDER: EVALUATION SUBJECT: •••• I UNITED STEEL PRODUCTS COMPANY USP LUMBER CONNECTOR$' • :•: 703 ROGERS DRIVE • • • • • • • • MONTGOMERY, MN 56069 -1324 • • • • • • % • • • • 0000 800- 328 -5934 ...... 0000. 0000. info(W-USPconnectors.com • 00.00. 00 . 00.00 www.USPconnectors.com •,0•,0 00 0 0 00 0000.+ . 0 0 0 • 0 . 0000 0000. . . • 0000. . 0 ...... Page 1 of 10 Copyright© tow, National Evaluation Service, Inc. _ This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. P age 2 of 10 Nat Evaluation Report No. NER -510 4 NATIONAL 1.0 SUBJECT ti EVALUATION USP Lumber Connectors: 1.1 Butterfly Hanger CLBF Series SERVICE, 14d, 1.2 Rafter Clip and Stud Plate HCPRS Series Ca r hi0. 2003 PW 1.3 Hurricane Anchor HCPL Series 1.4 Truss Tie Down Strap (True Tie) HDPT Series 1.5 Girder Truss Strap /Hold -Down SGP Series 1.6 Joist Hanger HUS Series P� vducf EvalaZyor# Lrstrng 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT t o " , r � � Structural connection for wood construction ` 3.0 DESCRIPTION f1 SUBJ�C'T j f 3.1 Models I 3.1.1 Butterfly Hanger CLPBF Series: The Butterfly hanger is a U- shaped FOR WHIICH connector that supports structural lumber and is nailed to the face of the supporting EVALUATT)ONOH wood member. It is die formed from No 18 gauge galvanized steel: Refer to s Table 1 for connector dimensions, fastener schedules and allowable loads. f� 3.1.2 Rafter Clip and Stud Plate HCPRS Series: The rafter clip and stud plate, fabricated from No. 18 gauge galvanized steel, are irregular- shaped connectors f t x that connect the top and bottom plates to stud members. Refer to Table 2 for NSTALLATfflN fastener schedules and allowable loads. 3.1.3 Hurricane Anchors HCPL Series: The Hurricane anchor is a framing anchor that connects rafter members to the double top plate onto stud members. � 113ENTiFiCATtON The anchors are die formed from No. 20 gauge galvanized ste i.Refer to Table 3 for anchor dimensions, fastener schedules and allowable loags. • EVIDI =NCE SUBMITTED" , z 3.1.4 Truss Tie Down Strap (True Tie) HDPT Veries: Ths InAHie down shre is a 13/4- inch -wide strap that is U- shaped with 1 J fr?c}i e ds. TRt seta' K straddles the top chord of a truss and connects 1611`16 bouble torplate. Tpeardp Cl3Nt9ITIC♦NS ©F USE is die formed from No. 18 gauge galvanized steel' RLfgr to T 44 for cdhnectdr b dimensions, fastener schedules and allowable lolitls! • • • • • 3.1.5 Girder Truss Strap /Hold -Down SGP Seriese The giri3erruss strapisrL•- shaped connector that resists tension forces only..Tks connector is used with an , f ASTM Al 011 steel washer, measuring 3 by 3 by T /flinches tlaat has a leaggat ° z hole, and a' /z -inch- diameter bolt. The strap is nwnufactured frm X4 gauge steel. Refer to Table 5 for strap /hold -down dimensions *, Wteder schp�WleSand a:(MabIQ loads. ••, 3.1.6 Joist hanger HUS Series: The HUS hangers are designed to support nominal 2x dimensional lumber and 1 -3/4 inch structural composite lumber. The joist hangers are fabricated from 16 gauge steel. The joist hangers are pre- punched for 16d common wire nails. Thejoist nails are driven at a 45° horizontally ' toward the header so as to penetrate through the joist end into the header, so that the joi is also toe - nailed to the header. Refer to Table 6 for joist hanger 1 j g F dimensions, fastener schedules and allowable loads. 3.2 Design r The design of the connected wood members shall be submitted to and acceptable to the local code official. Tabulated design loads for the connectors are based on the lowest load obtained from comparing: Re= /ssuedMay 7, 2003 . least test load that causes 1/8 inch (3.18 mm) deflection. • lowest ultimate test load with a safety factor of 3. • allowable fasteners and compression perpendicular -to -grain values in accordance with the 1997 AFPA National Design Specification@for Wood beck to the NES home page Construction, based on wood with a specific gravity of 0.55. i ... E r Page 3 of 10 N Ev aluation Report No. NER -510 The connected wood member shall be designed for the design loads. Allowable NATIONAL. values are for connections in wood seasoned to a moisture content of 19 percent 'I EVALUATION or less and used under continuously dry conditions. For connections in wood that SERVICE INC is unseasoned or partially seasoned, the allowable loads in this report shall be x ..,. multiplied by the moisture content factor, C,, specified in the applicable building 1 opyrighio 1001 code. i . . 3.3 Materials 3.3.1 Steel: All devices listed in this report are fabricated from ASTM A653, SS NHS Grade 33 steel, with galvanizing with ASTM' A924, G60. Steel coated procaiict Evaluabon 3:rsfrng 9 g com l in P Y 9 I or galvanized thicknesses are No. 10 gauge (0.1345 inch), No: 11_ gauge (0.1196 gg inch), No. 12 gauge (0.1046 inch), No. 14 gauge (0.0747 inch)„ ,No. 16 gauge (0.0598 inch), No. 18 gauge (0.0478 inch), No. 20 gauge (0.0359'inch) and No 22 8 gauge (0.0299 inch). The uncoated minimum steel thickness of the connectors z ' shall not be less than 95 percent of these listed thicknesses. 3.3.2 Wood: Lumber shall be nominal dimension lumber having a minimum specific gravity of 0.55, such as southern pine, with a moisture content of 19 l °13{3�1rR l Oft HfiH percent or less. 11�1.UATION !S S{)llGHT 3.3.3 Fasteners: Nails shall be common wire nails having a minimum bending M � � yield strength, Fyb, of 90,000 psi. Common wire nails conform to the nominal sizes r spec ified in Federal Specification FF- N -105B. Bolts have a minimum bending yield P 9 Y tl~ DESCRIPTION strength, Fyb, of 45,000 psi. 4. 0 INSTALLATION ,1 AI. LA�`ION 4.1 Genera! LISP Lumber Connectors shall be installed in accordance with the manufacturer's i.. fDENTFIATlON� published installation instructions. The- manufacturer's published installation instructions and this report shall be strictly adhered to and copy of these �a instructions shall be available at all times on toe job site dJrirn&0stallati�.TJw . El/IIDENCE SUBMITTED instructions within this report govern, if. theru.� any copfli c.. between, the w f manufacturer's published installation instructiory% gg j ;his reppX *000: ' r x 4.2 Design ...... ...... � �t�NDITIt'�I+35 OF IJSE • • • • • Tabular load capacities are based on wood with ;minimum specific gravity fl.�5 ' and a moisture content less than 19 percent. Tabuleted allowable design leas are } for loads of normal duration. Adjustments to these.�alues s1 permiud ife other durations of loading, i.e. plus 15 percent k4twodnonths duration (snoV4, or r plus 33 percent for wind or seismic. Tabulateg allb*ble de4gr3 toads SbgU ; F reduced 10 percent for design load durations logger than 10y' The rpsuitirlg allowable design load after adjustment shall notel�V the rrl §;�imLlm desjgr too y shown in the tables. • 5.0 IDENTIFICATION h Each of the USP Lumber Connectors covered by this report shall be labeled with the manufacturer's name /and or trademark, series designation and this National r Evaluation Service evaluation report number, NER -510 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Calculations prepared and sealed by Dole J. Kelley, Jr., P.E. 6.2 Reports of Load Tests, prepared by ATEC Associates, Inc., for the following joist hangers and timber connector devices: CLPBF (Report No. 8555 dated November 19, 1992; and Report No. 33504 dated August 4, 1987); TPP4 (Report No. 4964 dated July 20, 1991); HCPR/L (Report No. 4955 dated July ,k Re- /ssuedM6y 1,2003 10, 1991); HCPLR/L (Report No. 4954 dated July 10, 1991); HCPLR/L (Report No. 9805 dated October 21, 1993); HCPEL (Report No. 4996 dated July 17, 1991); HCPTA (Report No. 4402 dated May 7, 1991); HDPT2 x (Report No. 9803 dated October 18,1993); HCPRS (Report No. 7503 dated June 17, 1992); HA5(HCPRS) (Report No. 0583 dated November 30, 1988; ack to the NES home page and Report No. 7503 dated June 17, 1992). 6.3 Reports of Load Tests prepared by Product Testing, Inc., for the following joist hangers and timber connector devices: CPC44 (Report No. 94- 0036/6251 dated April 9, 1994); HDPT (Report No. 94- 0010/1349 dated I 4 l � 6 S, k Page 4 of 10 National Evaluation Report No. NER -510 January 17, 1994); HCPFA (Report No. 94- 0029/6251 dated March 29, NAT�IONA�. 1994). a EVALUATION 6.4 Engineering calculations for HUS 2x ands 1.75x Joist hanger connector ' SERVICE, INC Series, signed and sealed by Thomas A. Kolden, P.E., 9 -13 -2002. 6.5 Test reports on load testing of HUS Series Joist hangers under ASTM D Gopynght© Z[iO3 1761, Stork Twin City Testing Corporation, Project No. 3018 02- 50331, September 6, 2002, signed by Scott W. Britzius and Derrick J. Swanson, P.E. r NES 7.0 CONDITIONS OF USE r'oduct Evatuatr0» f irstin The ICC -ES Legacy Evaluation Subcommittee for the National Evaluation Service f finds that LISP Lumber Connectors described in this report complies with or are suitable alternates to that specified in the 2000 International Building Code@ with 2002 Accumulative Supplement, the 2000 International Residential Code© with 0 SUBJECT 2002 Accumulative Supplement, the BOCA National Building Code/ 1999, the 1999 Standard Building Code©, the 1997 Uniform Building ,Cade""', and the 1998 International One and Two Family Dwelling Code subject to the following � PR+�PEFtTI( FOR =WFItCH conditions: EVALUATION 11 SOUGHT 7.1 This Evaluation Report and the manufacturer's published installation 5 3 s' instructions, when required by the code official, shall be submitted at the time of permit application. C3ESCIIPT ION a qh x 7.2 Connector loads are determined in accordance with the applicable Code. The allowable loads shall not exceed those shown in the tables of this report. Loads in the tables are predicated on the use of fasteners indicated in the k tables, wood with a minimum specific gravity of 0.55 and lumber moisture - CATION content less than 19 percent. The scope of this Evaluation Report is limited to use of these connectors with lumber that has not been ressure treated with chemicals such as those for fire - retardant treatment and preservative IUENTlI= iCi4Tfi{3N treatment. w 7.3 Allowable loads in the attached tables are for connectors only. All framing members shall be designed in accordance with the reavi;ements of their `% EVIDENCE SUBMITTED appropriate design specifications as refergnced in the hpp(jgable CWq, • s 7.4 Loads designated as normal loads are permitted to be increased 'lur duration o load in accordance with the '�99 AFPA Q;)nat Dest n Specification@ for Wood Construction V the allowable tabulafec� or 1� CONDITIONS 01= USE z 115 %, 125%,133% and 160 %. •' • •' • • • • • 7.5 Calculations are to be submitted at time ofMKW applicNipV *. Jhe individuA performing such calculations shall posseae•the necessary credej*aj; regarding competency and qualifications aswegaired by tee applicabledsede s and the professional registration laws of t4 %%ta wherWI,A constructiow.ic §v undertaken. ....... .• 7.6 This report is subject to periodic re- examination. For irlfplmation JtQ 4 current status of this report, consult the IC�C -ES website. • r p .... Footnotes for Tables 1 throu" 6: • • • • • • • (Refer to the bottom of each table for applicable footnote44: 9 1. Design loads are based on calculations that assume a wood species having a minimum average specific gravity of 0.55, such as southern yellow pine. 2. Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. The nails shall also conform to the nominal sizes specified in Federal Specification FF -N -1058. Bolts shall have a minimum bending yield strength, Fyb, of 45,000 psi. 1 3 . Heade lble loads sha ebaset don the lowest of the following: ®R� 4.1 Seat bearing f 460 psi. 4.2 Ultimate test load divided by three. 4.3 Test load producing 1/8 -inch deflection. 5. Uplift loads include a 331/3 percent increase for compliance with the Uniform Building Code and Standard Building Code, and a 60 percent increase for compliance with the BOCA National Building Code for wind or seismic load conditions. When using products I Re- Issued May 1, 2003 in jurisdictions which have adopted the International Building Code, uplift loads include a 331/3 percent for wind and seismic conditions and require use of load combinations of Section 1605.3.1 or 1605.3.2 of the Intemational Building Code. No further increase is perm itted. 6. Allowable loads are beyond the scope of this report for conditions where permanent load Back t0 "the NES home page adjustment factor, 0.90, controls. t 7. Connector installation shall be restricted to concrete construction. Concrete shall be normal weight having a minimum compressive strength of 2,500 psi. 8. Lateral loads are perpendicular to the rafter or joist. 9. Allowable loads are for the number of fasteners specified in the table installed in each end of the straps. x E k . . .. 0000 00.00 0000, f Pag 5 of 10 N a ti onal E Report No. NER -510 Table 1— CLPBF Series Dimenslons (In.) Fastener Schedule Allowable Loads (Lbs ) Joist Stock Steel Uplift Size No. Ga. W H D Header Joist 100% 115% 125% 133% 160% 2x4 CLPBF 16 1 -9116 2 -12 2 -12 (12)6d (3)6d 9M 950 950 300 360 i (12)6d (6)6d 900 9 950 600 720 (12)64 (3)8d 950 950 950 380 460 ji2)8d (6)8d 950 950 950 710 855 Notes: 1, 2, 3, 4, 5, 6 Values based on 1-112" thickness. Figure 1 — CLPBF Butterfly Hanger I P 0 O • 0000 •••••• •• • • ••• ••••*0 •••00 • -- % • • 0 • 0000••• •• • j • d ® ® • • • 0r • •• • • 0000 • • • • •••0•• � 0000 0 •• a• • 00.00• •• 0 •• •• ® ® ® 00 0 •• 0 . 0 •• ••• • ® 000•• • • m • • • • 0000 000000 • • • • 0000 • • • • • •• ••• 00 t �l Page 6 of 10 National Evaluation Report No. NER -510 Table 2 -- HCPRS Series Dimensions (in.) Fastener ScWWej Allowable Loads (Lbs.) Stock Steil UPWt No. Ga. W1 W2 H Stud PIVA 133% 160% HCPRS3 18 2.9116 6.114 5-114 (6) 8d (6) ad 540 540 (6) 10d (6)10d 540 540 HCPRS4 18 3-9116 7 -1k 5-114 (6) 8d (6) ad 540 540 (6) 10d (6)10d 510 540 Notes: 1, 2, 4, 5, 6 i Figure 2 — HCPRS Hurricane/SeismicAnchors .. . ... • • 000 . . .. . ..... 00 0 4 4 0 0 00 0 .. 0 •• . • m H . . .... 04 .... ® 0 0 0000 • . • . • .. • W � m ... i Page 7 of 10 National Evaluation Report No. NER -510 �1 Table 3 — HCPL Series Dimensions (in.) Fastener Schedule Allowable Loads (Um.) Stock Steel F1 F2 Upft No. Ga, W H Rafter Plate Stud 133%1160% 133% 160% 133% 160% HCPLL 20 1 -12 6 (4)6d (4)Id (4)6d• 145 145 95 95 400 480 (4)8d (4 }Bd (4)8d• 145 145 95 95 510 520 HCPLR 20 1 -12 6 (4)6d (4)6d (4) 6d• 145 145 95 95i 400 480 (4)8d (4)8d (4) -8d• 145 145 95 95 510 510 Notes: 1, 2,6, 8 `Applies to stud application. Figure 3 — HCPL Hurricane/Seismic Anchors W . o ° ° ° 0 I i • HCPL(L) shown (HCPL(R) opposite bend) j i 1 Page 8 of 10 National Evaluation Report No. NER -510 i Table 4 — HDPT Truss Tie Down Strap Series Allowable Loads (Lbs.) i Stock Steel Fastener Ft Size No. Ga. Description Schedule 133% 160% N ' HDPT2 18 Single True Tie (4)10d 450 450 (2) 2. HDPTD 18 Double True Tie (4)10d 450 450 Alternate Fastening Schedule Allowable Uplift toads Loads (Lbs.) i Total Number of Fasteners Fastener 2 4 1 6 8 10 12 Size 133% 100% 133% 160% 133% 160% 1337. 180% 133% 160% 133?: 100% 8d 220 265 440 530 660 790 880 11055 1100 1320 1320 1585 ! 10d 265 320 535 640 800 960 1085 1280 1335 1600 16x0 1920 16d 320 385 1 640 1 770 1 960 115p 1280 1540 1600 1915 1915 2300 Notes: 1, 2, 6, 9 Figure 4 — HDPT Truss Tie Down Straps (True Tie) i ao f o .00.00 . s of • • �o • Ff••• • 0000 {f{ 000.0• •• • • 0.00 f 0 i - • •00• •• • • • •• • ••• •• • • ••f 00 0 • • 0000 • y • • 0 • • 0000 • ••• • • • O O • • e 3 1/8' for HAPTD o • • 0 0 e e e O o e e o e o 0 0 o 0 0 0 1 3/4 ( Page 9 of 10 National Evaluation Report No. NER -510 Table 5 — SGP Series Steel augel imensions (in.) Fastener Schedule Allowable Loads (Lbs.) ±SG14 Anchor UpiiR Plate W D L CL BON Strap 133% 160% 114 1.518 4 18-014 i -12 (1)12 (14)10d 1455 1455 (14)164 1455 1455 Notes: 1, 2, 5, 6, 7 Figure 5 — SGP Tension Tie • • • • • ••w ..... .. . . 0000 e • •w•• • � 0000•0 i0••i• • • • �{ 0000 • • 0 •w• • �� 00 . 00• •• • ••• • • • • • w • ••• w 0 • a • i • • •••• • • w • • 0000 x 0 • r •• t t R J / � {r Page 10 of 10 National Evaluation Report No. NER -510 Table 6 — HUS Series Stock Steel Hanger Dimensions Fastener Schedule' Allowable Loads pbs.) l Number Go. W H 0 Header Joist F = 460 psi F = 625 psi F, = 675 psi Uplift' (in.) (in.) (in.) Qty Type Qty IType 100% 115% 125% 100% 115% 125% 100% 115% 125% 133% 160% HUS26 16 1 518 5 7/16 3 14 16d 6 1 16d 2590 2975 3080 2590 2975 3235 2590 2975 3235 1925 1925 HUS28 16 1518 7 3116 3 22 16d 8 16d 3145 3310 3415 3890 4050 4160 3900 4275 4345 2570 2570 HUS210 16 15/8 9 3116 3 30 16d 10 16d 13415 3615 3750 4160 4360 4495 4385 4585 4720 3205 3205 HUS175 16 1 13116 511132 3 14 16d 6 16d 2590 2975 3235 2590 2975 3235 259p 2975 3235 1925 1925 i ! HUS177 16 1 13/16 7 3/32 3 22 16d 8 16d 3490 3655 3760 3900 4345 4345 3900 4345 4345 2570 2570 HUS179 16 1 13/16 9 3/32 3 30 16d 10 16d 3760 3960 4095 4625 4830 4965 4890 5090 62261 3205 3205 For 81: 1 Inch ■ 25.4 mm,1 ibf - 4.45 N,1 psi = 6.89 We 1 A 16d nail is 31/2 inches"and 0,162 inches In diameter. 2 The 16d nags driven into the joist shall be installed at 30 to 45 degrees horizontally toward the header. 3 Uplift loads include a 33113% or 60% increase for wind or seismic bad conditions. No fuller increase shall be permitted: t Figure 6 A T i q B O t� ® 0 t$7` 0000 ® • • 0000 ••••• •• • • ••• • ® 0000•• •• • 0000• ® 0000•• • • 0000• O 0000 • • • ® 0000 • •r00 • • O 000000 •• • ••f• 4 ® O •• •• •• • 1 00000 • ••0.0• • • m V • • •0•• •••a• C • • F ® • 0 00 • 0 ••• • •••• k $ O • • 0 i , MIAMI DADS MLOB -DADS COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE. 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 j NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com Nu -Vue Industries, Inc. 1053 -1059 East 29 Street i Hialeah, Florida 33013 SCOPE: j This NOA is being issued under the.applicable rules and regulations governing.the use of con..struction materials. ' The docgrhentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Mules and Appeals (BORA) to be used in Nfiami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division. (In Miami Dade 1C ooney) and/or the AM ( ar *eas other than 1Nhacu. Dade. County): reserve the sght.to have this product or material tested for quality assurance purposes If tT is Itr uct. of material 494 to pe forme in the accepted manner, the. manufacturer will incur the expense . of such testing and - the may canine iately I revoke, modify, or suspend the use of such product .or material within tlieir C .— revoke, I dlkC reserve, es the right to revoke this acceptance, , if it is determined. by Miami Daele county Product Control Division that this product or material fails to meet the requirements of the applicable build vig code. This Product is. approved as*scnbed herein, and has been designed to comply% with the- Florida Building Code, ineluding the Nigh' Velocity hurricane Zone. DESCRIPTION Wood. Connectors NVVTA, NVTAS, NVB)tI,1` ; &NAT APPRt}VAL I3QC>wFlrriElT Drawing No NU 2, sleets 1;thr h 4oug, titicf "NA. and NVTA4:Siss ...... Arch ors," dated 02 131 3 vui Iasi rev siori on 07PP9 /f77 pr Bared lZy TTu-` IIe i}; s e ad ed 0v r .. Vrpin N. ToFat, FE `be aruig the 11Iiam�r -Dade County.Frodui E Oontrol Revision stamg.t e l`ae of • • • • • • Acceptance (N ©A):nu be and£: expiration date by the l_liari iDads- County l'ro t`Gt i el Division ;....: �ISs�I�- .'Ikvrn�E� �ifil[N�9 Nr�ne � � ...... LABELING. Each unit shall bear a permanent label wrth: the irgpufaeturer's name oi�.ly city, end • • • • • f ©VUin Statement: " ° . • • • • • • • g Miami Dade County Product Control Approved , uIIless;ofher�is� hated• hetrsin. • RENEWAL of this N%. shall be considered after a renewal application has beers ltn� there � been no...:. change in the applicable builaing code negatively affecting the performance of this prod • • • • • T uNATI& of this °N0A will occur after the expiration date or if there,has beerr 1 re*ision or o*ge in th ER1 e 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 1Vliam -Dade. County, Florida, and followed by j 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, map0aeturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA # 04- 1202.01 and consists of this page 1 and evidence page E1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. R , NOA No: 05- 0701.04 Expiration Date: August 21,N008 Approval Date: September 14, 2006 �t Page 1 I r Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Drawing No. NU - 2, sheets 1 through 4, titled "NVTA and NVTAS Truss Anchors," dated 02/13/03 with last revision on 07/19/06, prepared by Nu -Vue Industries, Inc. signed and sealed by Vipin N. Tolat, PE B TEST 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. Connector Connector Direction Date 1. PT 02 -4073 NVTA Upward P 11! ®6/02 2. PT 02 -4075 NVTA Upward 11/07/02 3, PT 02 -4074 NVTA Upward 11/06/02 4. PT 0 2 - 393 - 8 NVTA Upward 08!06102 5. PT 03-4177 NVRT36 Up*a:rd 021Q3/03 6. PT 03- 4242 NVRT36-T Upward OV19103 7. PT 03- 4271 NVRT 3:6 -T Upward 03/27/03 8. PT 03 =4270 NVRT24 -T Upward 03/27/03 9. PT-02-4-095 NVUH2.6 Ug Bc-Downward 01117/03 10 PT 02 -40}96 Up &Downward 12103/02 1.1. 31- 22456:0002 NVTA & NVTAS Lateral 0 T /06102 12. PT 044698 NVTH24 Upward Parallel & Perpendicular 04/15704 13. PT 04 -5036 1\1TH24- U ward Load • • • • P •,...1�/101i4.... . C CALCULATIONS 0 0 0 0 .. .. 000000 Report ,oL Design Capacities prepare d by V. N. Tort,. RE • • • : • • 0000.. Pt'Qd4 t Model i b. i oP Pages Dat • 0 0 0 0 gae c • 0000. 1. NVB1 24 7 .t � oltgh 8 Q5fQ5 /, 03 V.. ,�"Q&A PE..:..' 2 NVRT .9 through. 14 OS6 / ?3 00 V. L�. �' PE. .... • 00 3. NVTA & NVTAS 1 through 6 V. N. Wolof; PE • 4. NVTA & NVTAS S t#Qagh 14 02/06/03 V: IY' €blot, PE • • • • • • 5 • NVRT 15 rhra� gh 15 07/07/03 •. V. N -`TS at, PE: • • • •: "Submitted under NOA No:. 044201,91 . : •• D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. 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. "Submitted under NOA No. 04- 4202.01" 2. Letter to Nu -Vue Industries issued by Building Code Compliance Office on 08 /10 /04and signed by C. F. Font PE. "Submitted under NOA No. 04- 1202.01' 4 Jan D. Gascon, P.E. Chief, Product Control Division NOA No: 05- 0701.04 Expiration Date: August 21, 2008 E -1 Approval Date: September 14, 2006 TABLE 2 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H Product Length, Gauge Gauge No. of Maximm- Allowabie Load 1 "bs Code (in) sea# strap Fasteners Uplift Llpl�ft L1 Sit�gte 1~2 Sifrie each strap Sin le [ruble 1:6 NVTA - 16 NVTAS 212 2.0 14 1 x 1.5" g �oabl Dou'bla Strap S.t Straps Stre 18 NVTA -18 NVTAS 214 20 14 5 1032 2236 250 504 20 NVTA -20 6 1127 224 385 NVTAS 21.6 20 14 ..565 7 1136 2172 520 834 22 NVTA. -22 'NVTAS 218 20 14 8 1144 *2-288 52() 6a; 24 NVTA -24 NVTAS 220 20 14 9 1 F53 *2 6 5-20 6 LT 26 UtF.l•AS 222 20 14 10 11:61 1 ... 11 11.7' 28 NVTA -28 N'VTAS .224 20 52DQ 4 1:2 117$ *2'56 520_ 30 NV1A-30 _ACV ESS ZZS' 220 14 t3 1F87' *2 . 3G NVTA --38 ll<VTAS X32 20 14 Note For S. aror <na P dR Bauble truss for �au61e .straps, . ' 48 1VVTA --48 _1%IVTAS. 244 20 14 Perpendicular to. wall„ .. . '.... ; k x: t Relnforcer"gt -s Required. •d • • • • • • • • Ole r' • . • • v; • • �. °'— Oancrete 'Tie 6earr4 a ,.. ... Para4lei ... r L1 or lie 'beam formed to wall with carscrete filled • • 0 masonry Hole F s Dia.. VlF'lN N TOLAT, PE (ClMQ NVTA, NVTAS : �• RE G. f 1' 847 TS, LANTERN. CREEK LANE HOUSTO�t,: TX 77068 VU tndus:tries. I 1-053 :liO5$ 'Ec st 20 . Street a �' F4lal'eah. nb da UM3: FAfc -8 NVTA AND NWAS TRUSS Md DWG : Sheet: Date: Revisions: July � .lone t U — 2 1 of 4 FEB. 13. 2003 .Jort_ F;; Jutyf_.�_ __ _� l" TABLE 1 }� Truss- Anchors NVTA anal Riveted Truss Anchors with Seot NVTAS H Product Maximum Allowable Load lbs Length Gouge Gauge No. of _ t sea strap Fasteners U rift (in) Code P UpJi.ft p l.1 Sing R each' strap Sin ",le Qou'le 9 -, LZ Singe 3 & Qoutle A& Qaubie to NV'IA - 1.6 NViAS 21.2 L� 14 Su:uN O jtra p �uaps !� 18 NVTA -18 NVTAS 214 20 44 5 757 15 4 250 X00 '! 6 80'5 tfal© 250. 20 NVTA - 20 WAS 216 20 14 © 7 854 j 22 NVTA -22 N:YfAS 21'8 20 14 8 902 *1604 X50:. 500 24 NVTA -24 .lwms 22o 20 1.4 9 95;1. * Q2 251}, f70 I 26 NVTA-26 1a 9 9� 2! NYTAS 222 14 28 NVTA -2$ N 250 5f7f3 VTA .224 2f). 14 Q 4VTAS 22`& : 21� f;4 1 11 5 p . 12 i 36 N-VTA, NVTAS 23'2 20 14 14 : 25kX Soo 48 NVTA -48 NVT,4S 244 20 14 *1•tcsfie €cge. & aF ataEe af7s pew strap; arse double truss ,fot rouble straps. Generof., Notesr • • • •. • . K 1. S €�e�:,sC�.ull cp8#"arcxi to �rs� A$5.� st�i.�lu�al grade 3� �lyta�►.. -y�,cr ksf� acrd •..:.. � . • a r►�rtan�"i�r gab�tantzsd::coal:uYg of � �6.E� pet`�1�1�..Ab�� ,� � _: , , .. - 2. �Rlfr�y�able fop is arC bxlsed :oct l�atr zr�at 1�gs►rr� specifications (Nos) for wood • • • - .•.. 'eonsf�uetl6tt. `2QQ� ldlti�irr andr FJoFfda i3n3�dinc� B'od'e 20lT4: • • � • • Qesig loads ale Fob Southern Pipe speEi� w1tt� a speetfFC gravity drf 0:55. • • • • • • Allowgble loads.:rEo� airier speeids shaiE ire adds €d accawdicy •9 4. [�a Kpifte& 4r*r based on. NfJS tablea 11€x; 6 f�:55 for common wire .nails and • • `• • . ftaare been ' t - ed 'fec Pen;i0 on l9fepth factor. CD• • • rVTAS • • 1 " .. 5. Allowable- #pads for wind uplift have already been increased by a duration A f factor to ` 46 , r anchor nails. 3 steel stress increase is no# .used in the t' tabulated values. 6. Affowcble Loads for more than one direction; for a single connection• cannot be added together: A de§iQn load whkb con :b d`4viderl into com P errents in the clirecticiRS g�rtetletst fxe evaluated cis #oltcprs: — �lilowotila - Jlfit ow. e k Al owg e . <— 1.0 �< 7. ,RIlawable loans are based an 1 }" thick. wood members unless otherwise noted. 8: /AN tie bearns and grouted concrete masonry shall comply with chQpters x9 aczd 21 of 2004 FBC. Concrete for tie beams and grout dad mortar for_ cancrete H rriasonr shall: be a min. of 2500 psi. Concrete masonry shalt comply wthllal C90. 9. All tests hove been conducted in accordance with ASTM 0 -1761. NVTA 1� • TABLE -4 NVUH 26 JOIST HANGER ASTENBR ALLOWABLE LOADS Qbs.) � - u> a . x DOWlVWARO : WIND UPLIFT .- �•. cR cars :oar I x6 ,�VVil t2 .' 14 :20 10 . 223 x:213 t Notes: - I ' I. Est ?ait �gpecif d fissteners in schedule to achieve values . indn #ad. -_ 2. i es qre based on 3" ;header thickness and 1!" Joist thickness. See Nalies. Sheet _ 1:. ,3 � - ' � s SYMMt C Ml Span r � _ 3r • • ••ter Y N. TOM.. PE {Vfi =} D OMEN VYAF4D LOAD.. 15123 LAAX 1AN i HOUSTON, TX ;77 8 1053 :tcs` t x /� hRialeail, PHONE 27 FA DVI�G �1iee.et: Rev�sianii'i U -- 2 2 Of 4 FEB. 13. '003 July 19. ' - r TABLE 3 NVB:H 24 BUTTERFLY HANGER FAST -t NRR '&LL 1 wk— o © w Sf1wD LQ`AQS.i �. s/h co �° OR 1:MDS Notesc 1 r se'akE specrfie # fagteners in sche". a to achieve vdues rt�#gted. . i akues are teased orw. T "_>s►eader and Joist # -hiskness. / X Sge taenec A k�ake i eet 1. SWM.@ Wid FIPMI •' .. so: •••• >. jXa. •.•• o •••• f •s •.1• Wo •• • • • ?' G r DflNwI W—ARU - LeAD a t. ( i i . s TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Breams or Concrete Filled Masonry length Product No. of 16d nails 1" Code Gauge No of -1 diameter Maxrrnurrt U Gft ; (in) to Wood Framing Tapcons to Concrete P - 12 NVRT -12 14 4 5 N 72? 16 NvRT -1s 1'4 g 8'56 8 S91 18 NVRT -18 }¢ 7 9 1125 20 NVRT --20 1:4 22 NVRT -22 14 4 4. 4. > NVRT 24 14 - 0 _ NIVRT 3 �» 1 2 . V, 1 lm a: 6 NVRT 36 14 �� -,. !ls� 4& NVRT =48 ?4 �� • • a • ; .NG Anch 1 UN to .... `..•.... moons shark 6e entEdcfed a rxrinifnurn of 1" in #o •• • R1CFete , •'• • ! • • • , • !ar y tre6earb eSt w ..• ! ,ici ete filed naasoncy &1 `tnEO�rs sCt:ait .. • a Fn :icy, edgy dlstsnce • :3= • ai rf Minimum sp.G.0 of r " a sf ern. • • • • • • • • i yr �:. See �ene�eF Ndtes C�o�s -' . ' ' ;� • ,,s. .; .•_ - sheet 1. �� •• k, -max .... • 3f All tdpons must be In es t tea :,116t os haCes rA tF►e t 4me ra�r .Voce at 1A" " on :centers. r w pRasr# Fotwc, Strop mus 9• b� long en'dugh to aococnmoda €e required taPcons. F r . � �.; �pTQ�ons �. 214' Fd owancs r �„ . VlPIN U. TOL4T PE (Cim-L) See ri FL REG. . f2 4.7 Note r 1512.:3 CANTER -CREEK LANE ° t�" u tea" N TX 7�7Q68 , u e fdp.t.,ii, _ rE35r - fl Q 2 ' ;Street Min edge distance 6 h1 S 3t�1 PEt f 3io 6" A9T i t required I 2�A>z F . 98 �( N`VRT FLAT AND TIM 'fEf v rt : /} DWG # :. Sheet: Date: Revisi6ni • �,, J4,�he 1�, �- N U — 2 3 of 4 FEB. .1 3. 2003 Jon. t0 f306 _ `Jufv t4:.' TABLE 5 NVRT Flat and Twisted Rafter Ties Length Product Gauge 16d Fasteners Maximum Uplift Load (lbs) , (in) Code TOTAL tm e cki memgIL F1.at Ties Twisted ties 17 d 1) R 16 NVRT -16 14 1 12 fi 998 99& I 18 NVRT -18 14 14 7 1135 11. 20 WART-20 14 22 NVRT -22 14 2.4 NVRT -24 1.4 - 3ra XV ZT - 30 14 36 NVRT -36 14 �.... 48 NVRT -48 00 00.+ 14 � 0000 . .. " l��tes ... 0 0:00•• i Specify "` for flat and "T" for Twisted when aderi' • . 4 ,., 0000 0000. •• • `Fasf r rraleres are .Cased ,On Q FCCifTAn1t1�1 l`�" t1TiE{C , 1RO6fd'. �s�v�5. �. i • • • • .• • � � • 0 0 •.. • • • tndiCafes n:a df noiis in each conr�eated wood me er, • .0000. . 0 0 0 see • 4. feeenecd Notes • , Sheet' 1. 0 •0 � • � � to T., . t e. e _ a s,.. _..e► : n _ w e;. s _:: -e. e , :.:et s; f L- LENGTH I t'; 4 i-tAl.F Q cfed t4dix ft i to trfus t Xn " Li*;NGIti f Rein.f: i Tie B;eom femed with co e e GRed rmosoncu concrete fie bidom t r [ { 4 LA Truss Anchors NVTH H" ei'r ffi f?rodrxcf . Gatig� age , klaxu ur U tift Loads Na of F�nr. 1 code seat sfrc p rn Eh ftra S p Ing, `Qcauf� e S rap : too x on ? tVlFH —t6 1.8 }4 S+r�gte .Tress Q ©tb(re TrdsS IA 5 �fl32 Z6�4 ��i -1-18 4g fig, I. 2 1 ffi 2 fifr': ? 8 14. 11 24 ?2- ? ! 28 .. • • 3Q • • • r ? .: • L ` ( ; fir• �•;�.••••• Xll r • • t.8. . �4 • i e FF� �![ Qf �4r WIN r1,1 PE tc tQa ' Dio:. 1; V Ft. Tt1284,� o � "",�� E rr yy RAI 7ry C _ R � Q�� ET � t ) 4 _ N' \[ .. - +s - V .r fr ' q . Revisions: DWG P Sheet: Date: NTT —? A ,.� i Ott 't0 O t0 M- cftb� I , gWrdd skot Q203.'x 1 •R � R P R �J f M fie: ��Gt�et�� i 4 m Qa yr t ." f • .f.i.i• • ,, : • • i fii • i ii • f • • fffii:... : • .. i. iii.• oee ff a _ fi • �inQ11tS • �:f•f T .. f _ Nc sl D e ai ki QU Aft am Qar�s �4 s �ted 5a'is : ;icy ,resa #Ad4t;;) 3 i This safety alert sy.i bb A is used to attract your DANGER: A DANGER designates a condition A ariention! PERSONAL SAFETY IS INVOLVEDI When where failure to follow instructions or heed warn- you see this symbol - BECOME ALERT - HEED ITS ing will most likely result in serious personal MESSAGE. injury or death or damage to structures. CAUTION: A CAUTION Identifies safe operating WARNING: A WARNING describes a condition practices or Indicates unsafe conditions that could A where failure to follow Instructions couldresuitin result in personal injury or damage to structures. .severe personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL TRUSS PLATE INSTITUTE 583 D'Onotrio Dr., Suite 200 PLATE CONNECTED WOOD TRUSSES® Madison, Wisconsin 53719 !` (608) 833 -5900 it is the responsibility of the installer (builder, building contractor, licensed personnel in the wood truss industry, butmust, duetothe nature of responsibilities contractor, erector or erection contractor) to properly receive, unload, store, involved, be presented as a guide forthe use of a qualified building designer or handle, install and brace metal plate connected wood trusses to protect li fe and installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility i pro The installer must exercise the same high degree of safety awareness as for damages arising f romthe use, application or reliance on the recommendations with any other structural material. TPI does not intend these recommendations to and information contained herein by building designers, installers, and others. be interpreted as superiortothe projectArchitect's or Engineer's design specification Copyright a by Truss Plate Institute, Inc. All rights reserved. This document or for handling, installing and bracing woodtrussesfor a particularroof orfioor.These any part thereof must not be reproduced in any form without written permission recommendations are based upon the collective experience of leading technical of the publisher. Printed in the United States of America. CAUTION: The builder, building contractor, licensed, CAUTION: All temporary bracing should be no less contractor, "erector or erection contractor is ad; y than 2k4 grade marked lumber. All connections vised to obtain and read the entire booklet "Com ).. should be made with minimum of 2 - 16d nails. All mentary and Recommendations for Handling, in trusses assumed 2' on= center or less. All multi -ply stalling & Bracing Metal Plate Connected Wood`, » gx 4 trusses'shouId be connected together In accor- - Trusses, HIB - 91' from the Truss Plate Institute. r dance with design drawings prior to installation. i 0000 0000 ; . 3 TRUSS STORAGE • •� •0000• ` - ` CAUTION: = Trusses ' should not - W . 0000. be unloaded on rough terrain or • • •' ' 0000 uneven surfaces which could 0000 • • cause damage to the truss. 0 :0: • 0 0 . . . •0000 0000 • • • • 0000.. 0 000 00 0 • •• OVA N\ Trusses stored horizontally should be sup- \ ported on blocking to prevent excessive Trusses stored vertically should be lateral bending and lessen moisture gain. braced to prevent toppling or tipping. WARNING: Do not break banding until Installa- DANGER: Do not store bundles upright unless I tion begins or lift bundled trusses by the bands. 11 A properly braced. DANGER: Walking on trusses which are lying WARNING: Do not use damaged trusses. flat is extremely dangerous and should be strictly prohibited. Frame 1 , I ® WARNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with spans hooks to the web members. greater than 30' by the peak. i' Ao, 6 1 O es, MECHANICAL or Tess INSTALLATION Tag Approximately Approximately Tag / .., -._ j Une % truss length '/Q truss length Line Truss spans less than 30'. Lifting devices should be connected to the truss top chord with a closed -loop Strongback/ Spreader Bar attachment utilizing materials such as SpreaderBar slings, chains, cables, nylon strapping, 10 Toe In Toe In etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with — Approximately the lifting device until the ends of the Approximately t 1 /z to Ys truss length, truss are securely fastened and tempo- is t V, tr length Less than or equal to 60' rary bracing is installed. Greater than 60' Tag Line Tag Line Strongbackt SpreaderBar SpreaderBar 10' 10' Toe In Toe In At or above m j mid- -height i- I _ Approximately J Approximately 1 /2 to r/i truss length Tag Tag V to 3 /,1 truss length�� Less than or equal to 60' Lie Lie Greater than 60' 1 CAUTION* Temporary bracing shown in this summary sheet-Js adequate for tj% InstalT�ttdn of • • trusses with similar configurations. Consult a registered professional'engireet if nAif�er • a �« f: - - �.,. • bracing arrangement is desired: The engineer may design bracing in: ac66?4t?lce with,TPi's I Recommended Design Specification for Temporary' Bracing of Metal Plaff Lonnectgd Wood Trusses, DSB =89, and in some cases determine that a wider spacing is possi6[e. •• ; • • "' a • • •'• k ; GROUND BRACING.BUILDING INTERIOR, GROUND BOAC R .SUILIDIAd EX'I ERIDR GO� To e p Choy • • • & T ypical �svel(t of • \� - ---� • r ete • a, Blocking v Ground brace �- iNh i Ground 8racc t vertical (GBy) To Clwrd��' GBV t I y Verticals (GB Ground brace diagonals (GOD) vertical (rimy) it trues C group off brace Ground br s, (EB) diogoWa (G y I / t - Note: 2ndt adoQua�ta, Strut -e Backup (ST) • ; _. ground stake r�NR�q Typical horizontal tie member with r• • .3at , '.. 1 'b:,..e td flow D multiple makes (HT) . g rou stakes z CAUTION: Ground bracing required for all Installations. Frame 2 TOP CHORD e ," 1 TOP CHORD DIAGONAL BRACE rester 9 MINIMUM LATERAL BRACE SPACING (DBS) 10 nor SPAN PITCH SPACING(LBg) #trusses SP F, IS 1HF Up to32' 4 12 8' 20 15 Over 32'- 48' 4/12 6' 10 7 �i Over 48'- 60 4/12 5' 4 Over 60' See a registered professional engineer DF - Douglas Fir-Larch SP - Southern Pine / HF -Hem -Fir SPF - Spruce-Pine-Fir Continuous Top Chord All lateral braces Lateral Brace -- / / , / lapped at least 2 Required /1 trusses. -- ' 10' or Greater / Attachment .Required / I a o� O . Top chords that are laterally braced can buckle togetherand cause collapse Nthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord PITCHED TRUSS WARNING: Fal!:.re to follow these recommendations could rQSUit ink •.. ' • • : • a>. severe personal Imfury or damage to" trusses or buildings. �'..; �: ••: e • TOP CHORD * see** • .seas. MINIMUM. TOP CHORD DIAGONALBRACE • • • • • : • • •: • PITCH y ` • • a • a LATERAL BRACE SPACING (DBO 12 e e • • • • 5 �� • • _• c SPAN DIFFERENCE SPAGING(LBS) [# trusses) lB • SP DF I SPF HF e • i > ••••:• r Up to 28' 2.5 7' 17 12 y • ft,� • • Over 28'_ 42' 3.0 - 60' 3.0 \\ ` ••• •••see Over 42 5' ' \ • • 5 3 .. • Over 60' See a registered professional engineer • e DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir Continuous Top Chord�`�'� Lateral Brace —� All lateral braces - _ — Required lapped at least 2 ` 7 trllactic 10" or Greater j i Attachment Required - / A o ,q Top chords that are laterally braced can buckle togetherand cause collapse il there isnodiago- . net bracing. Diagonal bracing should be nailed to the underside of the top chord when purhrn are attached to the topside of the top chord. j SCISSORS TRUSS ' Frame 3 12 -'—"� 4 or greater BOTTOM CHORD BOTTOM CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING DB ' SPAN PITCH SPACING(LBS) l# trusses) SP - � U to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48'- 60' 4/12 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir - Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. o. G yaPe � /�e� ?o Bottomrychord diagonal bracing repeated - at each end of the building and at same spacing as top chord diagonal bracing. �BO'ITOM PLAN E WARNING: Failure to follow these recommendations could result Ch : «• • • •' i' severe personal injury or damage to trusses or buildings... %, , ••; •00000 0 • 000.• .•.• • 0 • • • . 00.00• 0000• 0 0 f _ •00. •00.0• •• • j • • • • • 000.00 •• 0.0 06 0 • • • 000•• • • • • 00•• 000000 0*00 • • 0 :0 ... 000 • • • Cross I*bcing repeated � at each end of the rs building and at 20' a o s A� Intervals. Permanent ssPa 2 °'— continuous _ _ �� \ _ _ y • lateral bracing as specified by the truss engineering. 45°�_� 1— he n �yu i kv• 4 WEB MEMBER PLANE Frame 4 TOP CHORD 2x4/2x6 PARALLEL Continuous CHORD TRUSS Top Chord TOP CHORD DIAGONAL BRACE Lateral Brace MINIMUM LATERAL BRACE SPACING (DBs) yl SPAN DEPTH SPACING LB # trusses Required SPACING( LB Top chords that are laterally braced can buckle S P / D F S P F / H F togelherand cause collapse it there !Ono diago- 1 or Greater Up to 32' 1 30" 1 8' 1 16 10 nal bracing. Diagonal tracing should be nailed _ to the underside of the top chord when purling " 1 Over 32 '- 48' 42° 6' 6 4 are attached to the topside of the top chord. Over 48'- 601 48" 1 5' 1 4 2 - Over 60' 1 See a registered professional engineer Attachment DF Douglas Fir -Larch SP - Southern Pine Required HF - Hem -Fir SPF - Spruce- Pine -Fir 20 ma y iOTru sses 0 - � 30' or greater � fit The end diagonal brace for cantilevered End diagonals are i trusses must be stability and must be dup placed on vertical both ends of the truss system. webs in line with the support. lie WARNING: Failure to follow these recommendations could resWtin• e . , ... • severe personal injury or damage to trusses or buildings. •• • �• � •a ••.• 4x2'I ARALLEL CHORD TRUSSJOP' CHORD ' a lop Chor a ' a a 00 0 Top chords that are laterally braced can buckle a a LHtefa! Brace 00 , 9 • • • together andcausecoliapeeifthere tang diago- • :�uired • • - •� i. nal bracing. Diagonal bracing should be nailed • • • s • • -_ .,e a to the underside of the top chord when purline 10" or Careater • 1 are attached to the topside of the top chord a 0:6 • • • • a • • a • i' ` r a •• •• al a • *00 •' • • Attachment a �,a6 1y Required — �� 30,(DQS) s f Trusses must have lum- ber oriented in the hot i- ,W` zontal direction to use AM aterai -` # a biases lapped ;z* wl "� i .k �* this brace spacing. 8tl @BittWolrn xta �4'.i t" e" I End diagonals are essential for.. stability and must be duplicated j both ends of the truss system.° Frame 5 j 12 TOP CHORD -- 13 or ✓ ` B \greater TOP CHORD DIAGONAL BRACE / <B MINIMUM LATERAL BRACE SPACING (DBS) SPAN PITCH SPACING(LBS) [# trusses] SP DF SPF HF `. SJ – Up to 24' 3/12 8' 17 12 Over 24' - 42 3/12 7' 10 6 Over 42'. 54' 3/12 6' 6 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine C'. \ .a HF - Hem -Fir SPF - Spruce- Pine -Fir \\ �° y \\' Alt lateral brace, lapped at least r trusses. Diagonal brace also required on end verticals. Continuous Top Chord l Y \ \ Lateral Brace Required ^~ A / %• Top chords that are laterally braced can buckle \ \ I r� together and cause collapse lfthereisnodiago. 10' or Greater i nal bracing. Diagonal bracing should be nailed J to the underside of the top chord when purlins _J / ! are attached to the topside of the top chord./ I Attachment MONO TRUSS'. `` Required --/ WARNING: Fa[lu: a to follow these recommendations could respit lif..' ,,.. • • severe personal I i.jury or damage to trusses or buildings..," ••• "' e • e e•e• e eeeee INSTALLATION TOLERANCES BGNr ".•�• Le I _ �iieee 1 •�e.ee! • • � •eee� I • • e • ee • PLUMB •. _. D(in) . D /50 D(ft) :. • 12" 1 /4" t ' +, Lesser of 1_ _/• L/200 or Z' 24" 1/Z* 2' 36" 3/4" 3' 48" 1" 4 60" 1-1/4" 5' L(in) -- L(in) ! 72" 1 -112" 6' 7= n rT I _ 1 Truss i i 108« 2" 9' .............. .... .::: L Depth I .........::. ::::::.:7777: "..::.::..... .. — D(in) T Lesser of i LJ200 or 2" I Lesser of kD /50 or 2" L(in) L/200 L(ft) L(in) L/200 L(ft) 50" 1 !4" 4.2' 200" 1" 16.7' Misplacement 100" Maximum Plumb t " 8.3' 250" 1 -1/4" 20.8' Line 150" 3/4" 12.5' 300" 1 -112" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6