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BP-05-1038Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: P-2 Number: BP2005 -1 D3$ Inspection Date: 05/14/2007 Inspector: Grande, Claudio Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33161- Project: <NONE> Contractor: TGC CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition Block: Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Phone: (305)866 -1014 Building Department Comments SECOND STORY ADDITION INCLUDING A NEW MASTER BEDROOM, OFFICE AND MASTER BATH. GARAGE CONVERTION INTO A PLAYROOM, GUEST BATHROOM AND LAUNDRY ROOM. ADDITION OF A NEW GARAGE 1 MAY 1 4 2001 Passed qs( Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, May 10, 2007 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 M/11 1014.;;'‘ BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): MAY 0 9 / BY: .`t Permit No. 5 Master Permit No. 007 Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ('om -f- it c c.&. fez e,ea Phone # 305 %S / —/-7c34° Owner's Address ¶` (o /0 ci S I - City {uk 4.Arrvi SPi A (eS State 1-- Zip '5 3 / / - 7 a O Tenant/Lessee Name Phone # Job Address (where the work is being done) V' fV t— (01 54-- City Miami Shores Village County Miami -Dade Zip 33 / 6/ — -7 oci 0 FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name �� (�ry `es v Phone # 3o S " So 6 - 0196 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 $ Type of Work: DAddition DAlteration Describe Work: S 0 b Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition ********* *** * * * ************************Fees********************** ** * * *** ,x Submittal Fee $ Permit Fee $ Notary $ Scanning $ Radon $ Bond $ Training/Education Fee $ DPBR $ CCF $ CO /CC Technology Fee $ Zoning $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side 1 ki013 VO 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 Owner or Agent Signature Contractor trument was ac .1 owledged before me this , The foregoing instrument was acknowledged before me this by • t1 a T-ef Cam' day of , 20 , by own to me or who has produced who is personally known to me or who has produced - dentification and who did take an oath. as identification and who did take an oath. NOTARY P ► NOTARY PUBLIC: Sign: 1 IA g II el I a ■ ■ Print: Iiillagirala 11 My Co s . si I I Expires: a* * * ** ** * * * * *,r **** * * * * ** ** IP APPLICATION APPROVED BY: (Revised 02/08/06) Sign: Print: My Commission Expires: ****************************************** * * * * * * * * * * * * * * * * * * *;r * * * * * * * *** Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/07/2007 Inspector: Grande, Claudio Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33161- Project: <NONE> Contractor: TGC CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Block: Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Phone: (305)866 -1014 Building Department Comments SECOND STORY ADDITION INCLUDING A NEW MASTER BEDROOM, OFFICE AND MASTER BATH. GARAGE CONVERTION INTO A BATHROOM LAUNDRY OM AND LAUUNDR ROOM. ADDIITInON OF A NEW GARAGE MAY 0 8 2007 Passed - Inspector Comments 1) Walkway at front of house not installed. 2) House numbers not installed. 3) Called final inspections on all pending inspections . (septic, electrical, driveway, paint etc.) 5/7/07 CG. / Failed n r Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, May 7, 2007 Page 1 of 2 TGC Construction, Inc 1111 Kane Concourses Suite 301 Bay Harbor, FL 33154 Mr. Claudio Grande, Building Official Miami Shores Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 Reference: Telesco Residence Subject: Insulation Certificate Dear Mr. Grande, Please accept this letter as our formal Insulation Certificate for the Telesco Residence remodel and addition located at 86 NE 109th St, Miami Shores, FL 33161 (Miami Shores Building Permit No BP2005- 1038). The subject property has been insulated with R30 insulation at all attic spaces and R5 insulation at all exterior walls as well as all interior walls have been insulated to R11. This insulation was installed by TGC Construction and inspected by the Miami Shores Building Department prior to hanging drywall and exceeds the minimum requirements of the permitted plans and specifications for this project. We trust you will find this sufficient. Please contact us if you have any questions or if you should require anything further. Very truly yours, TGC Construction, Inc. Tom Telesco President Cc: Permit File Miami Shores Village 10050 NE 2nd Avenue Miami Shores, Florida 33138 Attention: Claudio Grande, Building Official RE: Telesco Residence Addition Miami Shores, Florida Dear Sir: March 2, 2006 Tom Telesco has requested the services of GFA International (GFA) for special inspection services on the above - referenced building. Mr. John F. Desnoyers, P.E. (special inspector)# 1060, of GFA will certify the inspections. These inspections will include; foundation, soil compaction, reinforced masonry, roof sheathing, and roof trusses and engineering. Reports of these inspections will be generated on a daily basis, signed and sealed by the professional engineer, and sent to you weekly. We appreciate your cooperation and if you have any questions or comments, please don't hesitate to call our office. ly, .M jgineering, Inc. d /b /a GFA International Jon F. Desnoye , P E.31q616 Pr f sional En neer # 47885 St to of Florida Environmental Geotechnical Structural Design Construction Materials Testing Threshold and Special Inspections Corporate Office 442 N.W. 35th Street Boca Raton, FL 33431 (561) 347-0070 (561) 347-0809 Fax Gulf Coast Office 5851 Country Lakes Dr. Fort Myers, FL 33905 (239) 489 -2443 (239) 489 -3438 Fax Treasure Coast Office 7882 S.W. Ellispe Way Stuart, FL 34997 (772) 489-9989 (772) 489-2989 Fax Orlando Office 9659 Tradeport Dr. Orlando, FL 32827 (407) 447 -9865 (407) 447 -9868 Fax RNAT%' Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 Attn: Building Official Reference: Certificate of Completion of Special Inspections Permit #: BP2005 -1038 Telesco Residence Addition 86 NE 109th Street Miami Shores, Florida Dear Sir: March 15, 2007 GFA Project # 06 -0544 Representatives of GFA International have performed inspections on the structural components of the above referenced project from 6/19/2006 to 10/20/06, consisting of: • Foundation • Reinforced masonry • Slab on grade and 2nd floor slab • Roof sheathing • Roof truss engineering • Windows and door bucks To the best of my professional knowledge and belief, the construction of the above described structural components comply with the permitted documents, approved RFI's, and revisions. If we can be of any further assistance, please do not hesitate to call. Respectfully submitted, LM/En eering, Inc. d /b /a GFA International --tr:0-7......--- ItA.--',------ .. 03/154 7 John' s Desnoyers,'P.E./ Prof4 sional Engineer #07885 Statsj /of Florida Environmental Geotechnic al Structural Design Construction Materials Testing Threshold and Special Inspections Corporate Office 442 N.W. 35th Street Boca Raton, FL 33431 (561) 347-0070 (561) 347 0809 Fax Gulf Coast Office 5851 Country Lakes Dr. Fort Myers, FL 33905 (239) 489 -2443 (239) 489 -3438 Fax Treasure Coast Office 7882 S.W. Ellipse Way Stuart, FL 34997 (772) 489 -9989 (772) 489 -2989 Fax Orlando Office 9659 Tradeport Dr. Orlando, FL 32827 (407) 447 -9865 (407) 447 -9868 Fax 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 /4 International PROCTOR COMPACTION TEST CLIENT: Tom Telesco PROJECT NUMBER: 06 -0544 PROJECT: Telasco 's Residence LAB NO: P -001 LOCATION: Existing Material Bldg. Pad SAMPLED BY: FL SOIL DESCRIPTION: Brown Sand DATE SAMPLED: 6/9/2006 TESTED BY: AV DATE TESTED: 6/12/2006 SPECIFICATION GOVERNING: ASTM D -1557 RESULTS OF TEST: PERCENT MOISTURE 7.5 10.3 12.8 14.0 WET DENSITY 110.2 116.3 117.9 114.6 DRY DENSITY 102.5 105.4 104.5 100.5 Optimum Moisture: 11.0 Maximum Dry Density: 105.5 Respectfully Submitted. GFA INTERNATIONAL aul R. M 'golies , P.E. Registered Engineer #19350 State of Florida 107 106 105 a v E.- 104 103 Z w 102 re ta 101 100 99 7 8 9 10 11 12 13 14 15 MOISTURE % ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 Client: Tom Telesco Project: Residence - Telesco Address: 86 NE 109th Street Permit #: GilInternational SOIL DENSITY REPORT Area Tested: Subgrade at Footing on Addition - SW Area City: Miami Shores Tech: FL Project # Date: Report # 06 -0544 06/02/06 D -001 Spec. Required 95% LOCATION Probe Depth Elev Moist % Dry Density PCF Maximum Density PCF Optimum Moisture Compaction % Attn Pass SE Comer 12" BOF 6.8 104.4 105.5 11.0 99.0% Yes NE Comer 12" BOF 7.1 104.3 105.5 11.0 98.9% Yes SW Comer 12" BOF 6.0 106.8 105.5 11.0 101.2% Yes NW Comer 12" BOF 6.6 105.7 105.5 11.0 100.2% Yes Legend for Elevation: PR = Proofroll SL = Springline SG = Subgrade BC = Basecourse TOP = Top of Pipe 1,2,3 = 1st, 2nd, 3rd Lift FL = Final Lift BG = Below Grade BOF = Bottom of Footing FG = Finished Grade Submitted by: Paul R. Margoli '? P.E. Date: 6/12/2006 Professional Engineer #19350 State of Florida ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 El International SOIL DENSITY REPORT Client: Tom Telesco Project: Residence - Telesco Address: 86 NE 109th Street Permit #: Area Tested: Slab on Grade at Garage City: Miami Shores Tech: FL Project # Date: Report # 06 -0544 07/10/06 D -002 Spec. Required 95% LOCATION Probe Depth Elev Moist % Dry Density PCF Maximum Density PCF Optimum Moisture Compaction % Attn Pass South End 12" FG 8.4 118.1 105.5 11.0 111.9% Yes 25' North of South End 12" FG 6.3 108.8 105.5 11.0 103.1% Yes North End 12" FG 6.1 109.5 105.5 11.0 103.8% Yes Legend for Elevation: PR = Proofroll SL = Springline SG = Subgrade BC = Basecourse TOP = Top of Pipe 1,2,3 = 1st, 2nd, 3rd Lift FL = Final Lift BG = Below Grade BOF = Bottom of Footing FG = Finished Grade Submitted by Date: 7/12/2006 Professional Engineer #19350 State of Florida ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To THOMAS AND REBECCA TELESCO 86 NE 109 ST MIAMI SHORES, FL 33161 -7040 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Invoice Number: RF -3-07 -27957 Invoice Date: March 26, 2007 Permit Number: RF -5-06 -1129 Permit Types Roof / Work Classification: Roof - New Date 03/26/2007 03/26/2007 Fee Name Scanning Fee Revision Fee MAR 2 7PAfD e_d\kN Fee Type Calculated Calculated Fee Amount $3.00 $35.00 Total Fees Due: $38.00 Monday, March 26, 2007 Certificate of Completion Subterranean Termites Treatment Location: Tom Telesco 86 NE 109th Street Miami, Fl. 33161 Product: Termidor Chemical: Fipronil Sq. Ft: Structure: Date of completion: 05/05/2007 Treated by: Nestor Bermudez #JE115423 Terminix International hereby confirms that the location mentioned above has received a complete treatment for subterranean termites in accordance to rules and regulations established by Florida Dept. of Agriculture and Consumer Services. Authorized Representative Terminix # JB3939 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -2573 Permit Number: I3P2005 -10: 8 Inspection Date: 05 /07/2007 Inspector: Grande, Claudio Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33161- Project: <NONE> Contractor: TGC CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Block: Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Phone: (305)866 -1014 Building Department Comments SECOND STORY ADDITION INCLUDING A NEW MASTER BEDROOM, OFFICE AND MASTER BATH. GARAGE CONVERTION INTO A PLAYROOM, GUEST BATHROOM AND LAUNDRY ROOM. ADDITION OF A NEW GARAGE ,1 ( 1 Passe• / Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, May 4, 2007 Page 1 of 2 Page 1 of 2 This property described as: Lot 1, Bfock 215, DUNNINGS` MIAMI SHORES EXTENSION NO. 7, according to the Plat thereof, as recorded in Plat Book 52, Page 33 of the Public Records of Dade County, Florida. Note: Underground bncroachments and utilities, if any, not located. Fence ownership by visual means only, legal ownership not determined. -1,o, rtvo S'• NO 9.gN .(arJ 2.5 ; I' 4 3 6 x.7.4. Gv G CJt 3 141 g.,5.0.\<e) ■ S 0 /9.45 H 4 2 7j,v9O, ?1.1.3sFfeir i t f�'�'r w 1 5 -20 -05 "Recertified ", Certified To and Flood Information revised. 1 -2 -07 Recertified. CITY COPY PROPERTY OF: N 7 � �� 7�! , . e7e7th 47 Y5- istIAV0 7�5 —0 WE ST v4T Ai 5, G,7--k Q N A2_ 70 Al.G.V0 ea 4-0 tit 37 , .r ,4c r - 7E {M # 4J —S 66 Telesco _ ,l• a /o -yo r MAY 0 4 2007 B Y: _______ _____ __ z 0 w i BLDG DEPT An I#9Ttjy WVi SUBJECT TO COMPUAN WITH ALL FEDE STATE AND COUNTY RULES AND REGULATIONS Thomas and Rebecca, 86 N.E. 109th Street, Miami Shores, Florida 33161. Not valid unless embossed with Surveyor's Seal. A BOUNDARY SURVEY hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of,Lan >Surveyors rsuant to Section-47 i27, Fla. Stat s. There are noen o.chments,ove ps, easements app ng on the P, other than as sh hereto. f • Fta. Reg. Land,liurveyor No. . —=AtW` easel 1 S r/ VC 5 -28 -93 "Subdivision Name"__ revised. 04 -28 -99 "Recertified ", Name nd C Information added. LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS - LAND PLANNERS Beale Smith 15238 Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 DATE 1 SCALE DAWN BY DRWG. NO le/ r.ez 1193.1375 i rtified To revised and Flood 104248 ,rv.> (;f14A) /14' Page 2 of 2 I tUEHo 01 119 10/01( ABnfEV(ATIOtf A a Arc Distance A/C = Air Conditioning Pad C) = Calculated C B. = Catch Basin CI. = Clear * , CAL • Center tine EMC a Enc,aachment Et r = Electronic Transformer' Fir . s;pos nd ton Pipe F I R = round Iron Rod O II. a Overhang U.R.B. = CNIIcel Records Books P B e Plat Book P.0 = Point of Curvature: Pk • Properly Line P 0 o. • Point of Bepinnlnp U r e Udllty Pole ,W M. e Water Meier /A1fl / / tk N Notes MC 13; r ilroward County Records C p' Concrete Block Structure r:ordti',- Cc+ncrrle Ad ; -round - Measured Overhesd Utility Lines L)( ^ C Point of Compound Curve It C) C • Point nt Commencement .i = Central Angle 011)0 C.11 90 r 11. NO V • r r0 PRC = Building = Chord Distance • Dreinage Easement = rife Ilydrant = National Geodetic Vertical Datum = Plat = Page • Point of Reverse Curvahtre a) All Clearances and/or encroachments shown hereon are of apparent nature.Fence ownership by visual means. Legal ownership of fences not determined. R e Radius RAD.. = Radial WW • 91phl of Way SEC. a Section SCR. c Screened S.Lr. is Set bon Pipe SWK a Sidewalk U E. • Utility Easement b) The issue of this survey is only for the exclusive and specific use of those persons,. parties or institutions shown in the certification. Any other intended use will require written approval from the certifying surveyor or firm. c) Code restrictions and title search are not reflected on this survey. ti) Underground Willies and encroachments if any, not located. c) The flood information shown hereon does not imply that the referenced properly will or will not ie4r -ee from flooding or damage and does not create liability on the part of the firm, any officer or employee thereof, for any damage that results from reliance on said,infornultinn. f) The hinds depicted hereon were surveyed per the legal description and no claims as to oivncrship or matters of title are made or implied. FLOOD ZONE: X FLOOD INFORMATION: Community number: 120652 rand ncl mlmber/Map# 12025C0093 Suffix: J F.I.R.M. Date: 7 -17 -95 Base Elevation: Not Available Bearings, if any shown based on CERTIFIED TO: Telesco, Thomas and Rebecca. PROPERTY OF: Telesco (reference) PERMIT #: Miami Shores Villas ZONING DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS ,Thomas and Rebecca, 86 N.E. 109th Street, Miami Shores, ?MI \ U.U) t %TI itmiri ') IIF su ;NATi'RI: AND I IIE ORIGINA1. RAISED SCAT. of I'1A)Rrt1A LICENSED SIIR%'EVrlR AND DIAPER -- A BOUNDARY _ SIIRtry I hereby certify that the serve, repre- sented hereon meets the minimum technical standards set forth by the Board or land Surveyors in chapter 61G17-6 Honda Administrative Code pursuant to Section 172.027. Fla. Statutes. There are no encroachments. overlaps, easements appearing on the Plat, other than as 'hewn he to FL P9) . suavrvna ANn MA?Pta A M ,> /✓I , L #9/VA, Florida: ,33161 I.ANNIa,S AND GAItC'IA, INC. I..I ;. 11 20198 SURVEYORS- MAP[1ERS -LAND PLANNERS BEALE SMITH #5238 Of lice nildress: 359 Alcnzar Avenue, (ornl Cables, Florida 331311 (31)5) 666 -7909 (1)54) 523 -8663 FBI /E 1) 1)A'fl SCALE DRAWN BY pRW(:. NO 5 -20 -05 "Recertified ", Certified To and Flood Information revise 1 -2 -07 Recertified. ,,,-75Y-4,7C) A0'6171007 �1634 210007 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National' Fkiod insurance Program Al. Building Owner's Name Telesco ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION OMB No. 1660 -0008 Expires February 28, 2009 21'0007 A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 86 N.E. 109th Street City e Miami Shores, Florida 33161. A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 1, Rlnrk 915, 1MINNTNt' MIAMI SHORES EX'rENGTODT NO. 7, PB 52, PG 33, Miami -Dni1e enmity A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. Long. A6. Attach at least 2 photographs of the building if the Certificate is being used to A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or endosure(s) sq ft b) No. of permanent flood openings in the crawl space or endosure(s) walls within 1.0 foot above adjacent grade 15 c) Total net area of flood openings in A8.b 1929 J6sq in Residential obtain flood insurance. Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number Miami Shores /190659 B2. County Name Miami -Dade B3. State Florida: B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025C0093 J 7 -17 -95 3 -2 -94 X Not Available BI0. 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) BI1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑ No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. 02. Elevations - Zones A1-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 -g below according to the building diagram spedfled in Item A7. Benchmark Utilized N -566 (MDC) Conversion/Comments NnnP Vertical Datum Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 10. 9 ® feet ❑ b) Top of the next higher floor 19.95, feet ❑ c) Bottom of the lowest horizontal structural member (V Zones only) -0r feet ❑ d) Attached garage (top of slab) 11. 04N feet ❑ e) Lowest elevation of machinery or equipment servicing the building 11. 18. E9 feet ❑ (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) f) g) 10. 9 E feet _11._4_12 feet meters (Puerto Rico only) meters (Puerto Rico only) meters (Puerto Rico only) meters (Puerto Rico only) meters (Puerto Rico only) ❑ meters (Puerto Rica, only) ❑ 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. 1 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. Certifier's Name License Number Francisco F. Fajardo #4767 Title Company Name PROFESSIONAL SURVEYOR & MAPPER Lannes and Garcia. Inc. Address City Florida Alcazar Avenue Coral Gables, ZIP Code 33134 Signature , Date Telephone January 2, 2007 305- 666 -7909 PLACE SEAL HERE FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 86 N.E. 109th Street- City State ZIP Code Miami Shores, Florida 33161. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2E A/C Slab Signature 7.----, te2®® 7 ❑ Check here if attachments SEC 10 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. El. 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 Sectic Items 8 and/or 9 (see mge 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet u 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 ❑ 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 thls Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items 68. and G9. 01. ❑ 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: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments Title Telephone Date ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 OFA PROJECT # 06 -0544 PROJECT Telesco Residence LOCATION 86 NE 109th St .Miami Shores PERMIT NO. BP2005 -1038 OWNER Telesco CONTRACTOR Telesco ARCHITECT T.L. Associates ENGINEER H.V. And Asoodatos CHECK ONLY 0 G 14 international DAY WEATHER TEMPERATURE WIND HUMIDITY 1 NOV 1 3 2006 FRAMIN�,�� INSPECTIBP%EPO DATE 10/17/2006 S M T x W TH F S BRIGHT SUN CLEAR x OVERCAST RAIN BELOW 80 90-75 75-90 x ABOVE 90 LOW MODERATE x HIGH Report No 17 LOW MODERATE x HIGH ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (FROM INSPECTION ITEM ABOVE): Windows and doors All exterior wood buck at windows and doors must be PT per FBC chapter 23 (weak rlev MT #: (1? ZCt)5 - /b31 Miami Shores Village APPROVED BY DATE VERBAL INSTRUCTIONS: NOTES: KING DEPT RI nr nFPT SUBJECT TO COMPUAN ' WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Disposition of Inspection Section / Area Approved Work In Progress form revised 811. RxRe- Inspectlon Re- Inspection Required • • • Inspection Performed By: •an Site • 2;'i�! p� : : • • Inspection Certified By: • • • • ••• •o•• • • • • • • • Joi Sit• : • • •; • • • • • Registered Professional No: P.E Travel : Certified Special Inspector No: 10 Total How's : $.0 ••• ••• • ••• • • • • • •-- $ • • • • • • • • • • • i 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 OFA PROJECT # 06 -0544 G PROJECT Telesco Residence LOCATION 86 NE 109th St .Miami Shores PERMIT NO. BP2005 -1038 OWNER Telesco CONTRACTOR Telesco ARCHITECT T.L. Associates ENGINEER H.V. And Associates FpInternational DAY WEATHER TEMPERATURE WIND HUMIDITY MOMEW Ali NOV 1 3 2006 B YF Nc` INSPECTION REPORT DATE 10/20/2006 S M T W TH F x S BRIGHT SUN CLEAR OVERCAST x RAIN BELOW 00 00-75 7500 x ABOVE 80 LOW X MODERATE HIGH Report No 18 LOW MODERATE HIGH x ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (FROM INSPECTION ITEM ABOVE): WINDOWS AND BUCKS REINSPECTION All work done com • lies with s • ecifications and letter , iven b en • ineer of record re • I; c n • • re ssure treated bucks with southern yellow pine. VERBAL INSTRUCTIONS: NOTES: Disposition of Inspection Section / Area Approved Work In Progress form revised 8/1. UBJECT TO COM • f1MTH ALL FEDERAL STATE AND COUNTY RULES Ahu RFG,1 n ATIO., Re- Inspection Re- Inspection Required •• ••• • • • • • •• OnSitei •• • . ;•; •• • •• r —• • • • • Inspection Performed B Inspection Certified B =1 pox inguez rfr Travel : Certified Special Inspector No: 1;r6 - T Total M : Amin' • : • FBPE Certificate No: 4930 • • • • • •. • • • • • • • • •• • • • • •• • •• :• • • • ••• • • • Registered Professional No: •• • ••• • • • • • • • • ••• • • • • ••• • • • • ENVIRONMENTAL.: 0065TEOHNICAL••'N INFE -RIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA Framing Interior Drywall Fastening Energy Insulation Shaft WaII Assembly Exterior Wall Sheathing Above Ceilings Fire Blocking x Window Bucks Ceiling Supports Fire Dampers Door Frames Final Inspection ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (FROM INSPECTION ITEM ABOVE): WINDOWS AND BUCKS REINSPECTION All work done com • lies with s • ecifications and letter , iven b en • ineer of record re • I; c n • • re ssure treated bucks with southern yellow pine. VERBAL INSTRUCTIONS: NOTES: Disposition of Inspection Section / Area Approved Work In Progress form revised 8/1. UBJECT TO COM • f1MTH ALL FEDERAL STATE AND COUNTY RULES Ahu RFG,1 n ATIO., Re- Inspection Re- Inspection Required •• ••• • • • • • •• OnSitei •• • . ;•; •• • •• r —• • • • • Inspection Performed B Inspection Certified B =1 pox inguez rfr Travel : Certified Special Inspector No: 1;r6 - T Total M : Amin' • : • FBPE Certificate No: 4930 • • • • • •. • • • • • • • • •• • • • • •• • •• :• • • • ••• • • • Registered Professional No: •• • ••• • • • • • • • • ••• • • • • ••• • • • • ENVIRONMENTAL.: 0065TEOHNICAL••'N INFE -RIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 GFA PROJECT # 06 -0544 PROJECT Telesco Residence LOCATION 86 NE 109th St .Miami Shores PERMIT NO. BP2005 -1038 OWNER Telesco CONTRACTOR Telesco ARCHITECT T.L. Associates ENGINEER H.V. And Associates TYPE OF INSPECTION: SOFFIT STRAPPING International @ V 1�i,� NOV 1 3 2O�AT 10/20/2006 GENERAL INSPECTION REPORT BY: \A� ‘ -. WEATHER TEMPERATURE WIND HUMIDITY s M T W TH F x 8 BRIGHT SUN CLEAR OVERCAST x RAIN BELOW 60 60-75 75-90 x ABOVE 90 LOW x MODERATE HIGH Report No 20 LOW MODERATE HIGH x MEMBERS /AREA INSPECTED: New addition 2nd floor REMARKS: The soffit strapping complies with approved plans and specifications. Disposition of Inspection Section / Area Approved Work in Progress x COMMENTS /ACTION REQUIRED: Re- inspection Re- Inspection Required form revised 8/1105 •• ••• • • o •• • • • • • • •• • • • ••• • • • • • On Site • Inspection Performed B Inspection Certified By • Off Sitg : ♦ ♦ • ••• • • • Registered Professional No: • • • • Tra4el • • is Certified Special Inspector No: 1 60 ♦ •• • foe otal Hou�9■ • • • FBPE Certificate No: c0 ••• • • • • • • ••• • • • • • • • • • ••• • • • • • • • • •• •. ENVIRONMENTN ;••GOTECHNICA■PONA1ERIA'LS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA OCT -19- -2006 09 :13 PAVARINI CONSTRUCTION r.wl,uui 10/18/2406 1SD 10:53 PAX 4tMp1/Osi ' 02A. o 14/18!06 4 E..VP Stunt 442N.'WV 3? 4 Boca R ft 33431 p� Rc 86 N.E. 1O S Muni +s, FL 1 ! '. a Duerr 1 utr om+ 1arU Maw {mouse of #Z y�wline t voidwhitlow • busks in lieu of immure treated wood s fu the loots and wiedevis ,. Lk so long as to nuotteined bucks are awned $mot vii how layer of3OI.Sat 1111 Ks Caemmese SAP 341 1, Bier Kirby R. 3319 Telepftans 30$.$6L1014 } Fates Tic you 3alJ9.ii7 AR 7465 E ► the-beachnet weesee wwwigghtdub- designsum i r GFA PROJECT 1 PROJECT LOCATION PERMIT NO. 7 cp r c-E 96 .UF- id 9044 sr R',r - /d3 p OWNER CONTRACTOR ARCHITECT ENGINEER �.,� �.�, �q TYPE OF INSPECTION: "C/f-T-i' /1%►YI MIEMSERS/AREA I NSP€CTED: add/ 2 "'p .0 GENERAL INSPECTION REPORT DATE Ic •— ' 6 GAY anew star WEATHER x aeon SO TEMPERATURE WIND , -, CLEAR RAIN 9075 MOVE 90 OE HIGH Report No REMARKS: te, 44:10-1( c-actighf2P teN/CA-saaof 6440 A°r`i?6 cwt $(t)111' Cis of Inspection ii Section / Area Approved ark In Progress CO 7 stACIION REQUIRED: 'Vie R AMOS Inspection Performed By: D:42? ,'24C 2 On Site: Inspection Certified 6y DS/04/2006 Off Me : Registered Professional No: Travel : Ceififterl Special Inspector No: Toted Hews : FEIPE Cerlf cafe No: DATE GENERAL INSPECTION REPORT - DAY GFA PROJECT# PROJECT LOCATION PERMIT OWNER CONTRACTOR ARCHITECT .7re 9 cE �Ca 4)o idyl s°T PP2ads--- 03S WEATHER TEMPERATURE ENGDEER TYPE OF OISPECTIOrt Akei'ACain M MBERSIAREA INSP€CTED: ,�,qt a WIND goomalaw x LSD MOVE Bar acurr� NIGH tow Repast No REMARKS: 1=IthIs +ic n *Cheie A ediAL zg rGi )9,v Ci% AJ9 wiz Dkpos of Inspection tAnza Approved of t bl Progress REQUIRED; Arle - omvised bi4ADS 17� On Sae : Inspection Certified Eqr: 0100 on Site Registered Padesslarod 1-"Wei : wed Special Inspector No: Total Hams: POPE Certificate t GFA PitalEGT PROJECT LOCATION PERMIT NO. OWNER CONTRACTOR ARCHITECT ENGINEER Bra .4)E 109 sT 2 P2&)g - ,038 DAY TEMPERATURE FRAMING INSPECTION REPORT DATE u CLOW RAVI MOW MO Cab ABOVE SO IOW MOO HUMIDITY INODERKIE WeERATE HIGH Report No CHECK ONLY ONE IANSPEC`TK N PER SUET Framing shaft Wail Assembly Fire Woddriq EMedarWal1 Sig Above Ceilings Fire Dampers x Mandow Bucks Ceiling Supports Doer Frames Final Inspection IESPOSITIONCF WIFECIMATIALL MENEM INSPEC1KNO RECUREAREMISFECTIOS4 ADDrnONAL INFORMATICW ON MENIMERIARFA G ref � * P,Fir ' eAO t'1 VERBAL INSTRUCTIONS: NOTES: Ibis Section Area Wadch+ Progress revised WM5 Inspection Performed On s'ie : Inspecem Cestithad By: Utfje'/20 6 Off Site : Regis to: Tom : Cragged Special Inspector Nm Taal tuns : F PE Certificate tax D 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 6 International GFA PROJECT # 06 -0544 PROJECT Telesco Residence LOCATION 86 NE 109th St .Miami Shores PERMIT NO. BP2005 -1038 OWNER Telesco REINFORCING STEEL INSPECTION REPORT I OCT 6 .aa E 9/19/2006 21! s BY.- WEATHER CONTRACTOR Telesco TEMPERATURE ARCHITECT T.L. Associates WIND ENGINEER H.V. And Associates HUMIDITY MEMBERS /AREA INSPECTED: Entire slab on grade DAY S M T x W TH F BRIGHT SUN CLEAR x OVERCAST RAIN BELOW 60 60-75 75-90 x ABOVE 90 LOW X MODERATE HIGH Report No 14 LOW MODERATE x HIGH THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A x x x x x x x x x x x x x Disposition of Inspection Section / Area Approved Work In Progress x 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT VERIFIED 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS /ANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RE- SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE COMMENTS / ACTION REQUIRED: Re- Inspection Re- Inspection Required form revised 8/1/0 Inspection Performed B : D iel Dominguez On Site : 12:30 pm Inspection Certified B Off Site : Registered Professional No: Travel : Certified Special Inspector No: 1060 Total Hours : 3.0 min FBPE Certificate No: 930 ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 GFA PROJECT # 06 -0544 PROJECT Telesco Residence LOCATION 86 NE 109th St .Miami Shores PERMIT NO. BP2005 -1038 OWNER Telesco CONTRACTOR Telesco ARCHITECT T.L. Associates ENGINEER H.V. And Associates TYPE OF INSPECTION: Roof Sheathing OCT BY -- emational GENERAL INSPECTION REPORT DA 9/19/2006 2006 DAY THER TEMPERATURE WIND HUMIDITY s M T x W TH F S BRIGHT SUN CLEAR x OVERCAST RAIN BELOW 60 60-75 75-90 x ABOVE 90 LOW x MODERATE HIGH Report No 15 LOW MODERATE x HIGH MEMBERS /AREA INSPECTED: 2nd floor roof. REMARKS: The sheathing thickness, type, placement, and fastening (size and spacing) was inspected per approved drawings and project specifications Disposition of inspection Section / Area Approved Work In Progress x COMMENTS /ACTION REQUIRED: Re- Inspection Re- Inspection Required form revised 8/1/05 Inspection Performed B On Site : Inspection Certified By Off Site : Registered Professional No: Travel : Certified Special Inspector No: 1161 Total Hours : FBPE Certificate No: i 930 Dominguez 006 ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 GFA PROJECT # 06 -0544 G PROJECT Telesco Residence LOCATION 86 NE 109th St .Miami Shores PERMIT NO. BP2005 -1038 OWNER Telesco CONTRACTOR Telesco ARCHITECT T.L. Associates ENGINEER H.V. And Associates )4 International MVERWE- OCT 1 2OO6DA. BY:--- WEATHER TEMPERATURE WIND HUMIDITY REINFORCING STEEL INSPECTION REPORT 9/25/2006 DAY s M x T W TH F S BRIGHT SUN CLEAR x OVERCAST RAIN BELOW 60 60-75 75-90 x ABOVE 90 LOW x MODERATE HIGH Report No 16 LOW MODERATE x HIGH MEMBERS /AREA INSPECTED: Slab on grade, stair and patio front of house. THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A x x x x x x x x x x x x x x x 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT VERIFIED 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS /ANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RE- SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE Disposition of Inspection Section /Area Approved Work In Progress x COMMENTS / ACTION REQUIRED: n Re- Inspection Re- Inspection Required form revised 8/1/05 On Site : 4:30 pm Off Site : Travel : Total Hours : 3.0 min Inspection Performed By: D Inspection Certified By: Registered Professional No: Certified Special Inspector No: FBPE Certificate No: Dominguez noyers, P.E. T 7885 60 930 ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 International ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA GFA PROJECT PROJECT LOCATION PERMIT OWNER CONTRACTOR ARCHITECT ENGINEER TYPE OF MEMBERS # 06 -0544 O OC [ ' ; 200NSPECTION ATE mDAY GE NERAL REPORT 8/22/2006 Telesco Residence - -so m 6 6M 86 NE 109th St .Miami Shores T X TH F S NO. BP2005 -1038 Telesco WEATHER BRIGHT SUN CLEAR OVERCAST x RAIN Telesco TEMPERATURE BELOW 60 80-75 75-90 x ABOVE 90 T.L. Associates WIND LOW x MODERATE HIGH Report No 13 H.V. And Associates HUMIDITY LOW MODERATE HIGH x INSPECTION: Partial Rough Truss /AREA INSPECTED: All roof trusses REMARKS: as applicable. We inspected the installation, bearing, girder nailing, straps, buckets, steel column connections, bracing and repairs Disposition of Inspection Section / Area Approved Work In Progress /ACTION REQUIRED: Note: Check rat runs and "X" Re-Inspection Re- Inspection Required and valley strapping at sheathing inspection x COMMENTS bracing form revised On Site : 3:OOpm Inspection Performed Inspection Certified Registered Professional No:.. Certified Special Inspector No: FBPE Certificate No: By By: f% I Dominguez - -... I��.' _ �. ,, . ..006 Off Site : J: ' F. a =snoyers, P.E./ , 47885 Travel : ;j 060 8/1/05 Total Hours : 3.0 min , 930 ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 GFA PROJECT # 06 -0544 60 PROJECT Telesco Residence LOCATION 86 NE 109th St .Miami Shores PERMIT NO. (BP2oo51o38) International REINFORCING STEEL INSPECTION REPORT DATE 07/21/2006 OWNER Telesco WEATHER CONTRACTOR Telesco TEMPERATURE ARCHITECT T.L. Associates WIND ENGINEER H.V. And Associates HUMIDITY MEMBERS /AREA INSPECTED: Slab and beams, 2nd floor. DAY S M T W TH F x S BRIGHT SUN CLEAR OVERCAST RAIN x BELOW 60 60-75 75-90 x ABOVE 90 LOW x MODERATE HIGH Report No 7 LOW MODERATE HIGH x THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT VERIFIED 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS /ANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RE- SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE Disposition of Inspection Section / Area Approved Re- Inspection Work In Progress Re- Inspection Required x COMMENTS / ACTION REQUIRED: at AUG 31 2006 BY: form revised 8/1/0 Inspection Performed By D4,1-1 Dominguez On Site : 2:15 pm Inspection Certified By.i —I /, sos f'. *"' oyers, P.E. Off Site : Registered Professional No: I . # 47885 Travel : Certified Special Inspector No: 1 .60 Total Hours : 2.0 min. FBPE Certificate No: ,f430 ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 GFA PROJECT # 06 -0544 International REINFORCING STEEL INSPECTION REPORT DATE 07/24/2006 PROJECT Telesco Residence LOCATION 86 NE 109th St .Miami Shores DAY PERMIT NO. BP2005 -1038 OWNER Telesco WEATHER CONTRACTOR Telesco TEMPERATURE ARCHITECT T.L. Associates WIND ENGINEER H.V. And Associates HUMIDITY S M x T W TH F S BRIGHT SUN CLEAR OVERCAST x RAIN BELOW 60 60-75 75-90 x ABOVE 90 LOW x MODERATE HIGH Report No 8 LOW MODERATE HIGH x MEMBERS /AREA INSPECTED: Partial beam inspection; B-4, B-5, B -6 and B-3, 2nd floor, and tie beam over garage walls. THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A x x x x x x x x x x x x x x 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT VERIFIED 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS /ANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RE- SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE Disposition of Inspection x Section / Area Approved Work In Progress H Re- Inspection Re- Inspection Required COMMENTS / ACTION REQUIRED: Pending inspection B -1 and B -2; and slab reinforcing. lagiErwin pub 31 2006 BY: -- form revised 8/1/0 On Site : 8:00 am Off Site : Travel : Total Hours : 2.0 min. Inspection Performed B a 'el Dominguez Inspection Certified By: .. = noyers, P Registered Professional No: -. #47885 ti Certified Special Inspector No: 1 60 FBPE Certificate No: 4. 0 ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 6 International GFA PROJECT # 06 -0544 REINFORCING STEEL INSPECTION REPORT DATE 07/24/2006 PROJECT Telesco Residence LOCATION 86 NE 109th St .Miami Shores DAY PERMIT NO. BP2005 -1038 OWNER Telesco CONTRACTOR Telesco ARCHITECT T.L. Associates ENGINEER H.V. And Associates WEATHER TEMPERATURE WIND HUMIDITY MEMBERS /AREA INSPECTED: 2nd floor slab and beams B1 and B2 S M x T W TH F S BRIGHT SUN CLEAR OVERCAST x RAIN BELOW 60 60-75 75-90 x ABOVE 90 LOW X MODERATE HIGH Report No 9 LOW MODERATE HIGH x THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A x x x x x x x x x x x x 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT VERIFIED 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS /ANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RE- SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE Disposition of Inspection Section /Area Approved Re- Inspection Work In Progress Re- Inspection Required x COMMENTS / ACTION REQUIRED: IMCMEMEM1 AUG Lig 3/4 2006 i B Y: form revised 8/1/0 On Site : 2:45 pm Off Site : Travel : Total Hours : 2.0 min Inspection Performed B Inspection Certified By. Registered Professional No: P Certified Special Inspector No: 1 FBPE Certificate No: D • minguez n . Desnoyers, P.E. # 47885 60 ,AM/2006 30 ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 GFA PROJECT # 06 -0544 i4International PROJECT Telesco Residence LOCATION 86 NE 109th St .Miami Shores PERMIT NO. BP2005 -1038 OWNER Telesco WEATHER CONTRACTOR Telesco TEMPERATURE ARCHITECT T.L. Associates WIND ENGINEER H.V. And Associates HUMIDITY REINFORCING STEEL INSPECTION REPORT DATE 8/1/2006 DAY s M T x W TH F S BRIGHT SUN CLEAR x OVERCAST RAIN BELOW 60 60 -75 75 -90 x ABOVE 90 LOW x MODERATE HIGH Report No 10 LOW MODERATE x HIGH MEMBERS /AREA INSPECTED: Vertical steel and columns; entire 2nd floor. THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES NO N/A YES x x x x x x x x x x x x x x x 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT VERIFIED 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS /ANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RE- SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE Disposition of Inspection Section / Area Approved Work In Progress x COMMENTS /ACTION REQUIRED: Re- Inspection Re- Inspection Required IMOME'VM1 RR AUG 31 2006 g B Y: form revised 81110 Inspection Performed By On Site : 2:00 pm Inspection Certified By Off Site : Registered Professional No: P Travel : Certified Special Inspector No: 1j.60 Total Hours : 2.0 min. FBPE Certificate No: 4930 i • se Dominguez . Desnoyers, P.E. 47885 "• - 006 ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 GFA PROJECT # 06 -0544 60 Intemational REINFORCING STEEL INSPECTION REPORT DATE 8/7/2006 PROJECT Telesco Residence LOCATION 86 NE 109th St .Miami Shores PERMIT NO. BP2005 -1038 OWNER Telesco WEATHER CONTRACTOR Telesco TEMPERATURE ARCHITECT T.L. Associates WIND ENGINEER H.V. And Associates HUMIDITY MEMBERS /AREA INSPECTED: Columns; entire 2nd floor. DAY S M x T W TH F S BRIGHT SUN CLEAR x OVERCAST RAIN BELOW 60 60 -75 75-90 x ABOVE 90 LOW X MODERATE HIGH Report No 11 LOW MODERATE X HIGH THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED COMPLIES CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. YES NO NIA AUG 3 / 200 JI x x x x x x x x x x x x x x x 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT VERIFIED 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS /ANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RE- SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE Disposition of Inspection Section / Area Approved Work In Progress x COMMENTS /ACTION REQUIRED: Re- Inspection Re- Inspection Required BY:m_e Inspection Performed By: s _ ' I Dor nguez On Site : 9:15 am Inspection Certified By: 71 �j�� Off Site : Registered Professional No: pif Travel : Certified Special Inspector No: 1 60 form revised 8/1/0 Total Hours : 2.0 min. FBPE Certificate No: 4930 ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 GFA PROJECT # 06 -0544 G /1 International PROJECT Telesco Residence LOCATION 86 NE 109th St .Miami Shores PERMIT NO. BP2005 -1038 OWNER Telesco WEATHER CONTRACTOR Telesco TEMPERATURE ARCHITECT T.L. Associates WIND ENGINEER H.V. And Associates HUMIDITY MEMBERS /AREA INSPECTED: Tie beams, entire 2nd floor. REINFORCING STEEL INSPECTION REPORT DATE 8/8/2006 DAY s M' T X TH F s BRIGHT SUN CLEAR OVERCAST x RAIN BELOW 60 60 -75 75-90 x ABOVE 90 LOW x MODERATE HIGH Report No 12 LOW MODERATE HIGH x THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A x x x x x x x x x x x x x x x 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT VERIFIED 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS /ANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RE- SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE Disposition of Inspection Section /Area Approved Work In Progress x COMMENTS / ACTION REQUIRED: Re- Inspection Re- Inspection Required NICCIEEVR la AUG > i !, V B Y: form revised 8/1/0 Inspection Performed By: (;Dominguez On Site : 9:30 am Inspection Certified By:� 26 Off Site: Registered Professional -- Jo F. Desnoyers, P.E. /u Travel : Certified Special Inspector No: 1 SI•0 Total Hours : 2.0 min. FBPE Certificate No: 4930 ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA GFA PROJECT$ PROJECT Ce .C�.l 'rJ LOCATION ,.a1 1-1 i PERMIT NO. PP— /03 WEATHER OWNER TEMPERA CONTRACTOR vutNC► ARCHITECT ENGINEER GENERAL INSPECTION REPORT. 8- 2 3 k TYPE or INSPECTION • � c.. IQ C09» - rpv —C. HrrY BROW ISM x MOW SO `y/ LOH awn ED-15 MIMERME SATE .490 NOR ADOVE MEMEERS/AREA INSPECTED: ALL KW,P ,. ' P44WS REMARKS: �?�'� z) �' ;�ni - 0 ' 1►e° }Ctrk°� cr ,v c �' y. cct Dis of Inspection l;ecth,f ! Area Apixoved �R� Want In Progress Re-ire Required P COI IACTIONREQ le, —. rtx1 revised ENOS Inspection Performed On She : inspection Certified Ey: .0/04 Off Site: Registered Professional No: Try : Certified Spy Inspector No: Total Hours : PEPE Certificate No: TERANifn (5- CONTRACTOR'S NOTICE OF TERMITE PRE-TREATMENT Terminix intends to perform a soil pre-treatment at: ,/ On (date): Product to be Applied: r% [ 3 Prelude (EC) - Permethrin at 0.5% [1 Premise 0.5 (SC) At (time): • lmidacloprid at 0.05% [ 1• Premise 75 (SP) — Imidacloprid at 0.05% TermIdor 80 (WG) — Flpronil at 0.06% • ",41/et: "2,5' 7 (Procit3 Name) (Active Ingredient) • (%) • It Is the contractors responsibility to notify construction workers and other individuals to leave the treatment area during application and to remain off the treated area until the termiticide is absorbed into the soil. Signature of Contractor, Construction Superintendent, or similar responsible party: , - -251. Date: 0 Technician: • -/ s7 6)2002 Tamil* International Co. LP. Key # 31226 Rev. 7102 RIP 7/02 White Cy - Branch Yellow Copy - Responsible Party Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/15/2006 Inspector: Grande, Claudio AUG 16 RECD Owner. TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33161- Project: <NONE> Contractor: TGC CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Special Inspection Letter Work Classification: Addition Block: Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Phone: (305)866 -1014 Building Department Comments SIGNED AND SEALED LETTERS FROM THE SPECIAL INSPECTOR FOR FOUNDATION, FILLED CELLS, & COLUMNS AT FIRST FLOOR. SEE ATTACHED. 8/15/06 CG l e b'P Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, August 15, 2006 Page 1 of 2 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 GFA PROJECT* 06 -0544 60 International REINFORCING STEEL INSPECTION REPORT DATE 6/28/2006 PROJECT Telesco Residence LOCATION 86 NE 109th St .Miami Shores PERMIT NO. BP2005 -1038 OWNER Telesco WEATHER CONTRACTOR Telesco TEMPERATURE ARCHITECT T.L. Associates WIND ENGINEER H.V. And Associates HUMIDITY MEMBERS /AREA INSPECTED: Columns, new garage, 1st floor. DAY S M T W x TH F s BRIGHT SUN CLEAR OVERCAST x RAIN BELOW 60 60-75 75-90 x ABOVE 90 LOW X MODERATE HIGH Report No 5 LOW MODERATE HIGH x THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A x x x x x x x x x x x x x x Disposition of Inspection Section / Area Approved Work In Progress 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT VERIFIED 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS /ANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RE- SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE COMMENTS / ACTION REQUIRED: Re- Inspection Re- Inspection Required form revised 8/1/0 Inspection Performed By D On Site : 3:00 pm Inspection Certified By: Off Site : Registered Professional No: Travel : Certified Special Inspector No: Total Hours : 2.0 min. FBPE Certificate No: iinguez ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 GFA PROJECT # 06 -0544 International PROJECT Telesco Residence LOCATION 86 NE 109th St .Miami Shores PERMIT NO. BP2005 -1038 OWNER Telesco WEATHER CONTRACTOR Telesco TEMPERATURE ARCHITECT T.L. Associates WIND ENGINEER H.V. And Associates HUMIDITY MEMBERS /AREA INSPECTED: 1) Filled cells, garage. REINFORCING STEEL INSPECTION REPORT DATE 6/26/2006 DAY S M x T W TH F S BRIGHT SUN CLEAR OVERCAST x RAIN BELOW 60 60-75 75-90 x ABOVE 90 LOW X MODERATE HIGH Report No 4 LOW MODERATE HIGH x THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A x x x x x x x x x x x x x 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT VERIFIED 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS /ANCHOR BOLTS IN PI: ACE AND SECURED 14 SHORING AND RE- SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE Disposition of Inspection Section / Area Approved Re- Inspection Work In Progress Re- Inspection Required x COMMENTS / ACTION REQUIRED: Pending tie beams and columns , garage form revised 8/1/0 Inspection Performed By: if rDorninguez / On Site : 1:30 pm Inspection Certified By: I illi i . e .1.711 Fr O* '%yers, P.E. Off Site : Registered Professional No: P. 1J# 47885 J or Travel : Certified Special Inspector No: 10 W 0 Total Hours : 2.0 min. FBPE Certificate No: 49c0 ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 GFA PROJECT # 06 -0544 PROJECT Telesco Residence LOCATION 86 NE 109th St .Miami Shores PERMIT NO. BP2005 -1038 OWNER Telesco CONTRACTOR Telesco ARCHITECT T.L. Associates ENGINEER H.V. And Associates Intemational f4 WEATHER TEMPERATURE WIND HUMIDITY MEMBERS /AREA INSPECTED: Columns, existing west wall. REINFORCING STEEL INSPECTION REPORT DATE 6/23/2006 DAY S M T W TH F x S BRIGHT SUN CLEAR OVERCAST x RAIN BELOW 60 60-75 75-90 x ABOVE 90 LOW x MODERATE HIGH Report No 3 LOW MODERATE HIGH x THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A x x x x x x x x x x x x Disposition of Inspection Section / Area Approved Work In Progress x 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT VERIFIED 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS /ANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RE- SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE COMMENTS / ACTION REQUIRED: Re- Inspection Re- Inspection Required form revised 8/1/0 On Site : 6:00 am Off Site : Travel : Total Hours : Inspection Performed By Inspection Certified By: Registered Professional No: Certified Special Inspector No: 1 o60 2.0 min. FBPE Certificate No: 4 30 ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 GFA PROJECT # 06 -0544 GF� Intemational PROJECT Telesco Residence LOCATION 86 NE 109th St .Miami Shores PERMIT NO. BP2005 -1038 OWNER Telesco WEATHER CONTRACTOR Telesco TEMPERATURE ARCHITECT T.L. Associates WIND ENGINEER H.V. And Associates HUMIDITY REINFORCING STEEL INSPECTION REPORT DATE 6/21/2006 DAY s M T W x TH F s BRIGHT SUN CLEAR x OVERCAST RAIN BELOW 60 60-75 75-90 x ABOVE 90 LOW x MODERATE HIGH Report No 2 LOW MODERATE x HIGH MEMBERS /AREA.: INSPECTED: New continuous footing and isolated footings: north front, south rear, east and garage. THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A x x x x x x x x x x x x Disposition of Inspection x 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT VERIFIED 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS /ANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RE- SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE Section / Area Approved Work In Progress Re- Inspection Re- Inspection Required COMMENTS / ACTION REQUIRED: Check dowels at new foundation at tie beam inspection. form revised 8/1/0 On Site : 7:00 am Off Site : Travel : Total Hours : 2.0 min. Inspection Performed By: -I Dom inguez Inspection Certified By: j .1"n: Registered Professional No: Certified Special Inspector No: 10460 FBPE Certificate No: 49 0 ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA 442 N.W. 35th Street • Boca Raton, FL 33431 • (561) 347 -0070 6 International GFA PROJECT # 06 -0544 PROJECT Telesco Residence LOCATION 86 NE 109th St .Miami Shores PERMIT NO. BP2005 -1038 OWNER Telesco WEATHER CONTRACTOR Telesco TEMPERATURE ARCHITECT T.L. Associates WIND ENGINEER H.V. And Associates HUMIDITY MEMBERS /AREA INSPECTED: 1) Fcotirngs, t;Hed cells and.colurrms: REINFORCING STEEL INSPECTION REPORT DATE 6/19/2006 DAY s M x T W TH F S BRIGHT SUN CLEAR x OVERCAST RAIN BELOW 60 60-75 75-90 X ABOVE 90 LOW X MODERATE HIGH Report No 1 LOW MODERATE X HIGH THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO N/A Disposition of Inspection Section / Area Approved Work In Progress x 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT VERIFIED 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 12 REBAR CLEARANCE FROM FORMS AND EARTH 13 EMBEDS /ANCHOR BOLTS IN. PLACE AND SECURED 14 SHORING AND RE- SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE x Re- Inspection Re- Inspection Required COMMENTS / ACTION REQUIRED: Need to call for a re- inspection at northeast walls cells and footings; southeast wall filled cells. form revised 8/1/0 Inspection Performed = D -j el Dominguez On Site : 2:30 pm Inspection Certified By. lit Off Site : Registered Professional No: Travel : Certified Special Inspector No: 060 Total Hours : 2.0 min. FBPE Certificate No: ^'930 ENVIRONMENTAL • GEOTECHNICAL • MATERIALS TESTING • THRESHOLD & SPECIAL INSPECTIONS OFFICES THROUGHOUT FLORIDA Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/07/2006 Inspector: Grande, Claudio AUG 0 9 REC'D Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33161- Project: <NONE> Contractor: TGC CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Tie Beam Work Classification: Addition Block: Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Phone: (305)866 -1014 Building Department Comments 2ND FLOOR 8/8/06 CG Tie Beam OK as per Special Inspector inspection. A cite - 0(6/(0 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, August 8, 2006 Page 1 of 2 OM PROJECTS PRoJECT • I..00ATION PERMIT NO. OWNER CONTRACTOR ARCHITECT "TEe'40 k44e.ece _a52;EAIL61_4r1601,41 .V$9,6e.Es WEATHER TEMPERA - ENGINEER • ■••n.••■■•••■••••■••■•••• HUMID MEMSERS/AREA INSPECTED: gzepoege REINFORCING STEEL INSPECTION REPORT THE POLLOw/NG HAVE SEEN INSPECT'S° FOR cOMPLIANC:.E wni me APPROVED CONTRACT DOCUMENTS AND Accanso FRAcrices.. COMPETES YFS NIA 1 900. SEARING CAPACITY 2 aukom LOCATION - 3 WILDING SLAB a.starom 4 TERMITE TREATMENTVERIFIED 5' COMPACTION TESTING 9 FORMING 004ENSIONs 7 INSIDE OF FORMS CLEAN 8 WIRE mew, REINFOgaNG SIZE A.NO LAP 9 ReSAR GRADE.. sree spAr..4:ii1G,13tUAMTRY,--SHAPE. TYING in sm. ICES 11 fieatAR ct..EA'N ANO FREE OF OK. 12 Re:1AR CLEARANCE FROM FORMS ANO EARTH 13 EIMIEOS/ANCHOR aocra it PLACE AND a Emmen -14 SNORING AND RE-SHORING . 19 POST TENSIONED CABLE LAYOIMANO PROFILE don of Inspection ant In Pecan / Area = Approved FiRe-Inspection Rogrispectlon Requireti COMMENTS / ACTION REQUEIED: revised ARMS On Site Off Site: Tram! : Total Hour,: Inspection Performed ay: Inspection Certified By Registered Professional No: Certified *Special inspector Na: iskrZ. 2. 2/112886 nape Certificate Na : 4930 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/02/2006 Inspector: Grande, Claudio Permit Type: Residential Construction Inspection Type: Fill Cells Columns Owner: TELESCO, THOMAS AND REBECCA Work Classification: Addition Job Address: 86 109 Street NE Miami Shores Village, FL 33161- Project: <NONE> Block: Contractor: TGC CONSTRUCTION INC Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Phone: (305)866 -1014 Building Department Comments 2nd floor filled cells. each cell shall have 2 ties per rebar. Approved as per Engineer's certification. see attached. Passed 0 j Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, August 2, 2006 Page 1 of 2 GFA PRO.iEcTiI PROJECT LOCATION PERMrr.NO. AAE446s— Id 3e OWNER CONTRACTOR 634 AT /090 � t4.c c� 's' ARCHITECT ENGINEER MEMEIERSWAREA INSPECTED: DATE DAY RE1NF©RCING STEEL • INSPECTION REPORT THE 100. DMNG HAVE SEEN INSPECTED FOR GLANCE Wh 1146 APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACRCES. cam.IEs • - YES NQ NIA 1 SOL BEARING CAPACITY 2 EUILOING LOCATION 3 EOALDING SLAB ELEVATION 4 TERMITE TREATMENTVERIFIEp 5 COMPACTION TESTING Et FORMING DIMENSIONS _ 7 INSIDE OF FORMS GLEAN a WIRE MESti REINIFoRoNG SIZE AND LAP 0 RESAR GRACIE, stZE, S PACIWG,'t1itANTITY.-7EHAMTY: 11 RESAR CLEAN AND FREE OF OIL �• 12 RESAR CLEARANCE FROM FORMS ANO EARTH 13 EMOEDSflIIcHOR BOLTS IN PLACE ANO SECURED -14 SHORING AND RE- SHORING 15 POSTTENStoNEfl CABLE tAYOJTANO PROFILE DI Eon of Inspection - Section t Area Approved ark In Program BRe-inspectban ReAnspeetion R* rod revised SEMIS On She: OR Sae : Travel' Total Hours : Inspeetion Performed Sy: . t ! L- htspectian Certified Ey: Registered Professional No: Certified Special Inspector No FaPE Certificate No 4830 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP-2564 Permit Number: BP2005- 0 $ Inspection Date: 08/02/2006 Inspector: Grande, Claudio AUG 0 2 RECD Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33161- Project: <NONE> Contractor: TGC CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Second Floor Slab Work Classification: Addition Block: Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Phone: (305)866 -1014 ent Comments Tuesday, August 1, 2006 Page 2 of 2 Passed Inspector Comments , j / .0 ,Yea Me,--/j. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, August 1, 2006 Page 2 of 2 GFA PROJ6CTft PROJECT T 'OD 2> 9k9JJC, LOCATION SGT iox tag- s'' 4t[ PERMIT NO P296 " = 0.38 OWNER CONTRACTOR ARCHITECT ENGINEER MEMBERS/AREA INSPECTED: 217c1 s)(471043 REINFORCING STEEL INSPECTION REPORT DATE DAY WEATHER TEMPERATURE WIND HUMIDITY 43 2 Final r n 40Pekiitti (s Paz / bes:yizs SAiniff SUN CLEAR SD e OVERCAST RAIN cos MATE HIGH inerERAIE RemitNG T 8 THE FOLLOWING HAVE BEEN INSPECTED FOR COMPUANCE WITH THE APPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPLIES YES NO - NIA DIspo ,Of t/ fi 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BRING SLAB ELEVATION 4 TERMITE TREATMENT VERIFIED 6 COMPACTION TESTING 6 FORMING DIMENEVONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SJZE AND LAP 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF OIL 121 ESA CtE N0E -FROM FORMS AND- EA#FrW - --.. 13 EMBEDSIANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RI: SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE of Inspection Section /Area Approves! Work In Proms COMMENTS / ACTION REQUIRED: FIRe4nspacton Re4ospection Required revised I MES On She : Oft Site : Travel : Total Hours : Inspection Perkomed By: b4 /EC. 2 Inspection Caned By: 05/04/2oo8 Registered Professional No: Cer0Ned Special inspector No: RIPE C.erffSeate No: 4930 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 07/24/2006 Inspector: Grande, Claudio Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33161- Project: <NONE> Contractor: TGC CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Tie Beam Bond Beam Work Classification: Addition Block: Phone Number (305)751-1786 Parcel Number 1121360110330 Lot: Phone: (305)866-1014 Building Department Comments Friday, July 21, 2006 Page 1 of 2 -1 )44/OIL)/ Passed Inspector Comments .e.t. . 5,124 AerL c400 ----- . 1 / Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Friday, July 21, 2006 Page 1 of 2 GFA PROJECT REINFORCING STEEL INSPECTION REPORT DATE '% ` PROJECT trECC2Q4 g1.6;€) i LOCATION 86 Af&. re) q Sr Abi fhi eir.S' DAY PERMIT NO BPc°'OJ5 —J0t29 OWNER WEATHER CONTRACTOR TEMPERATURE ARCHITECT WIND ENGINEER HURRDrI'Y MEMBERSIAREA INSPECTED: /9A,,4 L ( mum. sum BROW SO Aacyve ea LOW., SATE HIGH LOW Report No THE FOLLOWING HAVE BEEN INSPECTED FOR COMPLIANCE WITH THEAPPROVED CONTRACT DOCUMENTS AND ACCEPTED PRACTICES. COMPUES YES NO . • N/A 1 SOIL BEARING CAPACITY 2 BUILDING LOCATION 3 BUILDING SLAB ELEVATION 4 TERMITE TREATMENT r VF D .� 5 COMPACTION TESTING 6 FORMING DIMENSIONS 7 INSIDE OF FORMS CLEAN 8 WIRE MESH REINFORCING SIZE AND LAP • 9 REBAR GRADE, SIZE, SPACING, QUANTITY, SHAPE, TYING 10 SPLICES 11 REBAR CLEAN AND FREE OF on. 12. REBAR<CI:F_IRANCE FROM FORMS AND EARTH 13 EMBEDS/ANCHOR BOLTS IN PLACE AND SECURED 14 SHORING AND RE- SHORING 15 POST TENSIONED CABLE LAYOUT AND PROFILE Ols,u.i.o on of Inspection Section/ Area Approved on 'Work In Progress FiRe-Inspection Respired COMMENTS / ACTION REQUIRED: 44.5 k 7 %�d r- 8 »8 11 1J # sl© revised 8nm On S Inspection Ceded By: Off Site : • Registered Professional No: Travel : Certified Special Inspector tea: Total Hours : FEPE Certificate No: 4930 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING FEVEEVZ1111 Permit No. PERMIT APPLICATIONE JUN 0 8 2 1 3 9 6 Master Permit No. o ®- FBC 2004 Permit Type (circle): BY: __V — Electrical Plumbing Mechanical Roofing ----Owner's Name (Fee Simple Titleholder) � Phone # Cz, ° S . State ROt Owner's Address City M& Tenant/Lessee Name Za(/�CEd Zip-'7 d6 Phone # Job Address (where the work is being done) ' (L, 0 6 et' City Miami Shores Village County Miami -Dade Zip 11, 6 FOLIO / PARCEL # G O 1 3 ®. Is BuildingLlistoricaly Designated YES NO Contractor's Company Name G 6 Phone # ":'''4— 6 Q it Contractor's Addres d (I d K C 6,Eyd e_,00) 56 City cn , it S I State 'F'''' Zip ' Q 5 Qualifier Name --T-64.4. 6 s Phone # ir) 6 ° fr- L 7 evo State Certificate or Registration No. Z 3 2,6-1 Certificate of Competency No. C Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: Addition Describe Work: 12 'Cit) 1S teration V l a a Oti P GA L bAk-1 tE N c D X 7 7 A .( t-er- v Phone # Square / Linear Footage Of Work: 75 ❑New ❑ Repair/Replace ❑ Demolition * * * * * * * * ** * ** *** ******* *** * ** fir *****Fees******************** * **:! * * * * * **** **** 2 ilia5 M-E 014.47pi Submittal Fee $ Permit Fee 0 �-� CCF $ CO /CC Notary $ Training/Education Fee $ Scanning $ Bond $ Code En forcement$ Structural Review. $ (Co, ®P Radon $ DPBR $ Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ JUN 2 9 PAID 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 certed copy of the recorded notice of commencement must be posted at the job site for the first ins. - ___..n which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection not d e appr a a reinspect' n fee will be charged. Signature Owner or Agen The foregoing instrument was acknowledged before me this Signature Contractor The foregoing instrument was acknowledged before me this day of ` \ 0.-3k . 20 , by , day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) My Commission Expires: 04 x /.04 f MMrt tom= Plans Examiner 1/1: ig-06/fle,‘ Engineer Zoning 2-A1✓1 BUILDING PERMIT APPLICATIO FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ,p /A, d "fit' 9 - w Permit No.3 `° 1O Master Permit No. Permit Type (circle): bing Mechanical Roofing Owner's Name (Fee Simple Titleholders T4 or✓t �+-rj- " -re a6C..f Phone # J 751 11 8.4. Owner's Address &e, ("4 t 6 R 5T City ; r.r -ti .1ext.e 3 State -L., Tenant/Lessee Name 11". Zip • 3 t(,1 Phone # 506 751 1,7 &k, Job Address (where the work is being done) g A,r+ oat ',-r City Miami Shores Village County Mi de Zip 3"5t i Is Building Historically Designated YES NO X ' 5� Contractor's Company Name A -- t-Ci∎V CTi Phone # 3CVS 8 66::, 1 ©:'4" Contractor's Address t I 1 1 Coot2Sc3 J 34-E 3 1 City" `'' LiAnetoe. % Jt)S State 4 ... Zip 3315• Qualifier -1-4.1,4;:::04.6c5 "�j �1 GA cJ 2. . State Certificate or Registration Nolirt V00 !Z1 Certificate of Competency No.d15G . O 2.4 Architect/Engineer's Name (if applicable) © $ 5jcc 1ATt 5 Phone # 3 O la' (O 1 ©t $ Value of Work For this Permit t Type of Work: Describe ddition ['Alteration New Square Footage Of Work: 0.-A S ❑ Repair/Replace ❑ Demolition ** * * *** * *****************Fees*** a, 70 ri-r .,y (e CO Submittal Fee $ �' Permit Fee $ CCF $ — CO/CC Notary $ Training/Education Fee $ « .00 Technology Fee $ C=2I 0 Scanning $ t O. CO Radon $1 • V' " i -3 6 Zoning Bond $ S ° 00 Structural Plan Review. $ 4 5o ..-,3 X /0 .0 . ea ✓ U- 00 c-k.... 114 Total Fee Now Due $ g h A c 'i u (Continued on opposite side) i Flies E'�i�':'.:1Sk`t`:di ➢'`f��i ,. Code Enforcement $ MAY 1 5PAID Bonding Company's Name if a Bon City Mort Mortg City _......... Zip Applic comm constrn WELL I certify that no work or installation has eet the standards of all laws regulating CTRICAL WORK, PLUMBING, SIGNS, ETC OWNE applicab "WARN PAYIN CONSU SOMME work will be done in compliance with all CEMENT MAY RESULT IN YOUR TEND TO OBTAIN FINANCING, ORDING YOUR NOTICE OF Notice to promise in e exceeding $2500, the applicant must ow rochure will be delivered to the person whose pro. rso, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this Si" g g g ,� The foregoing instrument was. acknowledged before me this , 2005, b) Mo+Ai g). -re .ii2r day of M/-'f , 2005, br roc7MittS —Till , who has produced who i personally known tom r who has produced tion and who did take an oath. Contractor NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC: Sign: Print: * * * * * * * * * * * * * * * * ** = 'ficati4n and who did take an oath. AL My Cory * * * * * * * * * * ** * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 4 VZ 9/0 /05 S7/ aAr, Plans Examiner a/ V0 O Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NOESRj5 s1, CCX FOLIO NO. (t 2 ! '(o of Q 31 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I IIIl II III I IiI II I(II I I1111 II II 1 111 gH II I! F 20305:R0666869 OR E_.k 23517 Ps 2713; (1ps'f RECORDED 06/27/2005 15:10 :12 HARVEY RUVII'lr CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: i- G 1 O S'r 1> V402.45"5 3 '5 te 2. Description of improvement: A'2 %7 't T' 1©,4 Fetz- 'p t,.. A+ -k,ij txji ""'t - i1at c e-r -s at' '►✓S,i A.-■.: 5 441a-ez$ 3. Owner(s) name and address: `� PAS i- I-4C. 1�t i ¢.wit 6 Ars.extet s CI. 3 3tly t Interest in property: c `41* -17--- Name and address of fee simple titleholder: 4. Contractor's name and address: C T1 ©t..1 t 1' coo S u t T re S o t, o•`r tz ,,a.�.1 r>S. 10 E 5. Surety: (Payment bond re uired by owner from contract rda* � IFyfha c this P r true C f the that Phrs rs A Prue copx,p Phe Name and address: t-i f,4 Amount of bond $ 6. Lender's name and address: vngrnal filed in this office on day of , w;.TNE$S my hand and Se I. 3y 7. Persons within the state of Florida designated by Owner upon whom notice provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: Timor -,,. `Te eSc a 8 F-1 (a °t G *3t6t 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: `RXES•C Cc P ( te-4C..d / A'-tcs /t 7V' Pte 5S D.C. her documents may be served as Ott �+r►� t Jfi 4-t72-5 Expiration date - this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date i specified) Signature of Owner Print Owner's Name TIr OMA 5 la. XC) Sworn to and subscribed fore me this 3 dO day of Notary Public Print Notary's Name My commission expire Prepared by �Tt>•r5 ,20¢x. Address: 1321 U1r t ` c-t5r. 0.144.1.41 r(. I 4 1 l STUART D KANE Notary . St* of *Commission 2008 rr * i� PR-29 -1999 THU 10:00 AM WITNESSES AS TO LANGLEY D. BURCH THIS INSTRUMENT PREPARED BY AND RETURN TO RICHARD A GOLDEN, ESOUIRE KRAMER 8 GOLDEN, P.A. 12000 BISCAYNE BLVD., SUITE $W NORTH M(AMK, FLORIDA 33181 83-99P FT :18601113 REC. WARRANTY DEED (ind. - ind) (Statutory Forrn - Section 889.02 F.S.) This Indenture, made this q day of , 1889, between LANGLEY D. BURCH, A MARRIED WO JOINED BY HER SPOUSE MAY f► S . BURCH whose post office address Ls WO LINYARD 230 KiNG CHARLES ROAD, COLUMBIA. SOUTH CAROLINA 29202 hereinafter called the Grantor*, and THOMAS TELESCO and REBECCA TELESCO, HUSBAND AND WIFE whose post office address to 86 N.E. 109TH STREET, MIAMI SHORES. FLORIDA 33181, hereinafter catleo the grantee, WITNESSETH: That saki grantor, for and in conshleratkm cilia sum of TEN AND NO/100 (510.90) Dollars, and other good and valuable consideration M said grantor in hand paid by said grantee, the twerp whereof is hereby acknowledged, hag granted, bargained end sold to fire grantee, and grantee's heirs and assigns forever. the foltOwing described land. situate, lying and being in Dade County, Pbnde. to wit Property Folio No, :11 -2135- 011 -0330 LOT 1, BLOCK 215, DUNNING MiAMI SHORES SECTION N0, 7, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 52, PAGE 33, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. Sutti)Set to restrictions, reservations, easements and limitations of record, if any, provided that this shall not serve to reimpose same, zoning ordinances, and taxes for the current year and subsequent years. Soli grantor does hereby fully warrant the Olio to said land, and wild Mond that WWI against She lawful 913ims of ail persona whomsoever. FAX NO. P. 03/04 99R242852 1999 MAY 11 09:26 DOCSTPDEE 834.00 SURTX 0.00 HARVEY RUVIN, CLERK DADE COUNTY, FL 'Groner" and 'grantee" are used for singular or plural, as context requires. In Witness Whereof, Grantor has her eel granter's hand and seal the day and year first above written, Slone Breedd and deliver in aurr presence, pl % /� %HGtd STATE OF SOUTH CAROLINA COUNTY OF The foregoing Instrument was acknowledged before me tsto 29 day of� 99, by _,ANGLEY Dr �JJRCH, A MARRIED WOMAN, who Is personally known to me or who has pr cod VALID DRIVERS LICENSE ae tdentifnatlon end who did take an oath, (SEAL) (Signature) a`C4 -se- Notary Public. CommiSabn No. 7" p-0-2) L1 ✓1 CICT, C-- CG T h rot 11(Name or Notary typed, printed or stamped) TM IDENTIFICATION NUMBER INFORMATION THOMAS TELESCO REBECCA TELESCO TIN # TIN 8 PAGE 1 OF 2 N troi Miami -Dade County, Florida TICE ©F AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS 094353 11- 2136- 011 -0330 MIAMI SHORES 1100 114,721 School Board School Board Debt Service Florida Inland Navigation Dist South Florida Water Mgmt District Everglades Construction Project Childrens Trust Authority County Wide Operating County Wide Debt Service Fire Rescue Operating Fire Rescue Debt Service Miami Shores Operating Miami Shores Debt Service 8.09000 0.59700 0.03850 0.59700 0.10000 0.44420 5.93500 0.28500 23200 0. 9A 80O@ 1.12510 89,721 89,721 89,721 89,721 89,721 89,721 89,721 89,721 89,721 p 21 821 89,721 725.84 53.56 3.45 53.56 8.97 39.85 532.49 25.57 232.56 6.19 740.20 100.95 Mortgage Co.: GMAC MTG CORP OF IOWA Mtg Co. # : 216 Loan # : 681030735691 corvurrk7 I��P��IIP • 1 1 2 1 5 6 0 1 1 0 5 5 0 YaUir tax bill has been requested by the above noted mortgage service company for payment. Florida law requires mortgage service companies to make early payment for maximum discount, if sufficient funds are maintained in your escrow account THOMAS TELESCO &W REBECCA 86 NE 109 ST MIAMI SHORES FL 33161 Combined taxes and assessments $2,523.19 4% Discount for November $2,422.26 If you have a mortgage service company, other than the one named above, forward this information to your new mortgage service company. If you no longer have an escrow account and are responsible for paying these taxes, make check payable and mail to Miami -Dade Tax Collector, 140 West Flagler Street, Miami, FL 33130. Send your payment before December 1 to obtain maximum discount. Please include the folio number on your check. DUNNINGS MIAMI SHORES EXT NO 7 PB 52 -33 LOT 1 BLK 215 LOT SIZE IRREGULAR DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR PZ06- 0420 -07 86 NE 109th St. o S-dsb iUS�j Y//hami Sllorei VdLr 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 DEVELOPMENT ORDER Whereas, the applicant Tom Telesco (Owner) has 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. 600, the conversion of an existing garage to a playroom, guest bathroom and laundry room; a twenty -eight (28) ft. deep by nineteen (19) ft. four (4) in. wide addition to the front of the existing garage to add additional space to the proposed game room and new attached garage; a second story addition including a new master bedroom, office and master bath. Whereas, a public hearing was held on April 11, 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: 1) Applicant to obtain a building permit before commencing work. 2) Applicant to meet all applicable code provisions at the time of permitting. 3) Steps to intrude no more than four (4) feet into the required side yard. 4) Color -Thru tiles to be utilized. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. Page 1 of 2 The application with conditions was passed and adopted this 11th day of April, 2006 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Reese Yes Chairman Fernandez Ye Date C . '" an, Planning and Zo ng Board Page 2 of 2 January 13, 2006 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: 05 -1038 Job Name: Addition for Telesco Res. Page 1 of 3 Building Critique Sheet 2nd Review ITEMS BELOW NOT CROSSED OUT ARE STILL PENDING 1. Plans must be reviewed and approved by HRS, DERM and Miami �2- Address Planning & Zoning and Electrical comments. 3• Submit electrical, plumbing, mechanical, septic tank, roofing, and storm shutter permit applications. NONE SUBMITTED. Provide Letter of Intent or Inspection Schedule from the Special Inspector on its letter head on the Engineered Unit Masonry, 2nd floor Concrete Joist & deck, Trusses, truss bracing and strapping on existing roof inspections. NONE SUBMITTED Y. . all exterior openings. attachment and waterproofing as required in FBC 2411.3.1.6 & 1707.4.4.1. t.r 7. New openings and existing openings are required to be impact resistance FBC 2413. Product approvals for new openings are impact resistance. How are the existing openings going to comply with this requirement? If hurricane shutters are to be used, then provide the Product Approvals for the shutters together with an application for Zinstallation. NO CORRECTIONS DONE 8. All glazing in swing doors, with or without a continuous frame, tub, shower enclosures and glazing within 60" above finish floor, shall be safety glazing as per FBC 2411.6.1 & 2. (Provide note on plans) NO CORRECTIONS DONE PAGE 2 OF 3 9. Fill out the Product Approval Schedule /Comparison Chart with all the required information for the windows and doors. ID all openings on the plans and the PA Schedule Chart. (See attached) NONE SUBMITTED ri-O.Plans call for existing garage door to be installed in the new garage door opening. Provide the Product Approval for the garage door. NONE SUBMITTED 11.FBC 1007 requires that 2 risers plus one thrc d shall be not less than 24" nor more than 25 ". Detail on Sheet A 6 show threads and risers at 26.64 ". Make the appropriate corrcctions. Plan review is incomplete because the plans are incomplete. NOTE: FOLLOW THE PROCEDURES FOR SUBMISSION OF CORRECTED PLANS FOR YOUR RE- SUBMITTAL. SEE ATTACHED. Claudio Grande CBO 305- 795 -2204 ext 430 January 18, 2005 Permit No: 05 -1038 Job Name: Addition for Telesco Res. Building Critique Sheet 1. Address Planning & Zoning comments. R: COMMENTS HAVE BEEN ADDRESSED. 2. Submit electrical, plumbing, mechanical, septic tank, roofing, and storm shutter permit applications. R: SUBMITTED. 3. Provide Letter of Intent or Inspection Schedule from the Special Inspector on its letter head 011 the Engineered Unit Masonry, 2nd floor Concrete Joist & deck, Trusses, truss bracing and strapping on existing roof inspections. R: SUBMITTED. 4. New openings and existing openings are required to be impact resistance FBC 2413. Product approvals for new openings are impact resistance. How are the existing openings going to comply with this requirement? If hurricane shutters are to be used, then provide the Product Approvals for the shutters together with an application for installation. R: EXISTING WINDOWS WILL BE REPLACED WITH IMPACT RESISTANT WINDOWS. PLEASE SEE REVISED FLOOR PLANS & SCHEDULES. 5. All glazing in swing doors, with or without a continuous frame, tub, shower enclosures and glazing within 60" above finish floor, shall be safety glazing as per FBC 2411.6.1 & 2. (Provide note on plans) R: NOTE PROVIDED ON SHEET A -1 & A -6. 6. Fill out the Product Approval Schedule /Comparison Chart with all the required information for the windows and doors. ID all openings on the plans and the PA Schedule Chart. R: SEE ATTACHED 7. Plans call for existing garage door to be installed in the new garage door opening. Provide the Product Approval for the garage door. R: NEW DADE COUNTY APPROVED DOOR WILL BE INSTALLED. NOA #: 02- 0207.02 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'— /038 Job Name Tele S Ga ?t N1 /of Of. i dc/i /1 on STRUCTURAL CRITIQUE SHEET yle 0 an lh. A q1 2 ,74 f/, P /an/ SAot& overall d, nets %ah s. ©. 44019. Gie✓r.,, shod/ ca /cy/a /ed wind fres-sue -es al' need ¢ eXis/ - 4.a -re scrims . �57h &r //ers i-eg d a¢ ,ALL i0n do ws p-ee Z5 / rule. 061 14'5/ e /ir rri e1e ref. hi "Corso! Dectryl," — mei rertvi4eal Oh 2 - S2arc, con sir per See-2)21.2,3,2 (1) • 1CBC -tool. t (4; Dom? ETE MaAe pi .nin ck ha /e eel .5-f Tar Ja /i/ cle5l9r) 514erc os eel /cads Tie Downs a/ corners /(t QE,LETE7 _ 44,...01- 20' Max, spa c'n9 . September 8, 2005 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: 05 -1038 Job Name: Addition for Telesco Res. Page 1 of 3 Building Critique Sheet Plans must be reviewed and approved by HRS, DERM and Miami - Dade Planning & Zoning for payment of impact fees. 2. Address Planning & Zoning d Electrical comments. 3. Submit electrical echanical, se� pk, roofmg, and startyrs itt permit applications. 4. Provide Letter of Intent or Inspection Schedule from the Special Inspector on its letter head on the Engineered Unit Masonry, 2nd floor Concrete Joist & deck, Trusses, truss bracing and strapping on existing roof inspections. 5. The window and door schedules are to show rough opening sizes for all exterior openings. V 6. Provide detail of window and door bucks showing framework, attachment and waterproofing as required in FBC 2411.3.1.6 & 1707.4.4.1. 7. New openings and existing openings are required to be impact resistance FBC 2413. Product approvals for new openings are impact resistance. How are the existing openings going to comply with this requirement? If hurricane shutters are to be used, then provide the Product Approvals for the shutters together with an application for installation. 7 8. All glazing in swing doors, with or without a continuous frame, tub, shower enclosures and glazing within 60" above finish floor, shall be safety glazing as per FBC 2411.6.1 & 2. (Provide note on plans) 7 9. Fill out the Product Approval Schedule /Comparison Chart with all the required information for the windows and doors. ID all openings on the plans and the PA Schedule Chart. (See attached) 10.Plans call for existing garage door to be installed in the new garage door opening. Provide the Product Approval for the garage door. Page 2 of 3 11.FBC 1007 requires that 2 risers plus one thread shall be not less than 24" nor more than 25 ". Detail on Sheet A -6 show threads and risers at 26.64 ". Make the appropriate corrections. Plan review is incomplete because the plans are incomplete. NOTE: FOLLOW THE PROCEDURES FOR SUBMISSION OF CORRECTED PLANS FOR YOUR RE- SUBMITTAL. SEE ATTACHED. Claudio Grande CBO 305- 795 -2204 ext 430 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 - Permit No: W7.40-------241' Job Name /EV g, 0 e' ELECTRICAL CRITIQUE SHEET i , we teie-d' 7 1- /;iii' P.07" L P I3 / #elm .e P E% Me' �'�.�� ->" m,� �! %% i'c% ,e--' evel,'7',2- e/6 L,( Haeh ,_-`, J Z ,' /Zm''7' A .4? 7170 el 1 v1 f-/ 7L- u Y, .9140A- %11•0 7' �- �`�ah 7I �- i Z"d/- ®'Y- 40k- * .11 1"4-3 % , i'Yi kev oL 12 9)` -.LA and X-pc rP,77; I 4e %® f�,U mac// 6 11-r‘4. h " � Q ■e _ ,5-ate X � X77 " 9 tete',/, to A04#7104 /2 ex-, Pic V' Z 10 . /e. @ "10 V- MICHELE MELLGREN F 4ASSOcu►TES, INC. MEMORANDUM DATE: March 17th, 2006 TO: Applicant File FROM: Travis Minch RE: Planning & Zoning Board Hearing, Site Plan Review Telesco Residence, 86 NE 109th Street The following comments must be addressed by March 23, 2006 in order to be placed onto the April 20, 2006 P&Z Board agenda. 1. The site plan on the first page should indicate the entire extent of proposed work. The proposed addition is larger than the 28'x 19.40' indicated on site plan and may be misinterpreted when presented to the Planning and Zoning Board. 2. On elevations, indicated on plans that the roof will be "color -thru" tile. This is required by Village Code. If you have any questions, please do not hesitate to call 6555 Nova Drive' Suite 305 Fort Lauderdale, FL 33317 954-475-3070' Fax: 954-475-9550 www.mmaplanning.com IVhCHELE MELLGREN :,,ASSOCIATES, INC. MEMORANDUM DATE: March 17th, 2006 TO: Applicant File FROM: Travis Minch RE: Planning & Zoning Board Hearing, Site Plan Review Telesco Residence, 86 NE 109th Street The following comments must be addressed by March 23, 2006 in order to be placed onto the April 20, 2006 P&Z Board agenda. 1. The site plan on the first page should indicate the entire extent of proposed work. The proposed addition is larger than the 28'x 19.40' indicated on site plan and may be misinterpreted when presented to the Planning and Zoning Board. 2. On elevations, indicated on plans that the roof will be "color: thru" tile. This is required by Village Code. If you have any questions, please do not hesitate to call. 6555 Nova Drive' Suite 305 Fort Lauderdale, FL 33317 954 -475 -3070' Fax: 954 -475 -9550 www.mmaplanning.com MICHELE MELLiOREN :CIATES, INC. MEMORANDUM DATE: March 17th, 2006 TO: Applicant File FROM: Travis Minch RE: Planning & Zoning Board Hearing, Site Plan Review Telesco Residence, 86 NE 109th Street The following comments must be addressed by March 23, 2006 in order to be placed onto the April 20, 2006 P&Z Board agenda. ok1 The site plan on the first page should indicate the entire extent of proposed work. The proposed addition is larger than the 28'x 19.40' indicated on site plan and may be misinterpreted when presented to the Planning and Zoning Board. 0 142. On elevations, indicated on plans that the roof will be "color -thru" tile. This is required by Village Code. L If you have any questions, please do not hesitate to call. ` [ elti e'r5 b k.� t N \ C4 e 'n " "\ ak e'�Z 6555 Nova Drive' Suite 305 Fort Lauderdale, FL 33317 ' 954-475-3070' Fax: 954 --475 -9550 www.mmaplanning.com JOB ADDRESS: APPLICANT: ZONING CRITIOUE SHEET PERMIT # /kJg /t? sr TiFL c a APPLICATION: DATE, COMMENTS � S � of bo w - s mm j' ,uJ 514(5u i-iD Crr ft- 70 s77'J( (AI /pk/!Ddw5 0 y pAOPJr 7Q-v0q -7 /0,6 lel-01 re, e/ t V / Pre ek, Pt 01 Let 4)4 1/1.0„..A- ®41- tce 1r4 1%34. PVt *%C, _ ..4."e �S „ire . INITIALS /g4 e47 - t038 JF B zA FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. O.M.B. No. 3067 -0077 Expires December 31, 2005 163734 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: Policy Number ADD S (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. . . 09 Street Company NAIC Number CITY STATE Miami Shores, Florida PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) ZIP CODE BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDEJLONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( ##° - ## - ##.##" or ##.##### °) U NAD 1927 U NAD 1983 SOURCE: L. GPS (Type): i j USGS Quad Map LJ Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER Miami Shores / 120652 B2: COUNTY NAME Miami -Dade B3. STATE Florida B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B6. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE . ZONE(S) (Zone AO, use depth of flooding) 12025C0093 J 7 -17 -95 3 -02 -94 X Not Available , B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. U FIS Profile 1X1 FIRM U Community Determined 1J Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: I xl NGVD 1929 JJ NAVD 1988 IJ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? U Yes L No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: JJConstruction Drawings* IJBuilding Under Construction* let Finished Construction *A new Elevation Certificate *Ube required when construction of the building is complete. C2. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-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 C3.a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum con Datum Navn29 Conversion /Comm is NONE Elevation reference mark used / Y'6Pq�%`' Does the elevation reference mark used appear on the FIRM? J_J Yes ❑ a) Top of bottom floor (including basement or enclosure) (O. ® ft.(m) ❑ b) Top of next higher floor lZ ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) n/a ❑. d) Attached garage (top of slab) ❑ e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area.) ❑ f) Lowest adjacent (finished) grade (LAG) ❑ g) Highest adjacent (finished) grade (HAG) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade /5- ❑ i) Total area of all permanent openings (flood vents) in C3.h / P sgjn. (sq. cm) . ft.(m) /® ft.(m) i7' /) / /./ ftdm) ft.(m) .V® ft.(m) version. JXJNo . 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. 1 certify that the information in Sections A, B, and C 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, Sectidn 1001. LICENSE NUMBER #4767 CERTIFIER'S NAME Francisco F. Fajardo TITLE Professional Surveyor DRESS 45.9 Alcazar Avenue SIGNATURE & Mapper Cr 1 COMPANY NAME Lannes and CITY s: Garcia,. Inc, STATE ZIP CODE DATE Zo TELEPHONE FE orm 81-31, January 2003 See reverse side for continuation. .Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 86 N.E. 109th Street CITY STATE ZIP COD_ Florida SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUO) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) buildi Miami Shores, Fot7 ftttsuran a Ccjr USej Po1irYaAlbmlx h __ , • COMMENTS &'�. �✓ � ; / ®Q. 3 /A " c� v L' �� Z� �ti7' 6< sv� ,e-4° .4 for/ • ' /17 /; AV" 6.1. 1;6 • / / &fl °oi • c�ti /0' 7® "Val iP' • c— �= � -76 Li Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1. through E5. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I I I ft. (m) LL1 in. (cm) Lj above or LI below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1JJ ft. (m)1JJin. (cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is L1 -1 ft. (m) 1 1 1 in. (cm) IJ above or IJ below (check one) the-highest adjacent grade. (Use natural grade, if available.) E5. For 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? 1 1 Yes 1 1 No 1 1 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, C (Items C3.h and C3.i only), 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, C, 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 SECTION G - COMMUNITY INFORMATION (OPTIONAL) 1_,.1 Check here if attachments 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 item(s) and sign below. G1. 1J The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. L1 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. 1J 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 Lj New Construction 1J Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME TITLE . ft. (m) Datum: . ft. (m) Datum: COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Li Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editions 3LASS (.• ,,-• LOAD CALCULATION Type Shdg Sc OvHg Botm Hgt Area Loss/Btuh Gain/Btuh N No Shd Fctr S.C. N.S. 1 1.7 5 n/a 24.00 2784.00 648.00 N No Shd Fctr S.C. N.S. 1 1.7 5 n/a 18.50 2146.00 499.50 N No Shd Fctr S.C. N.S. 1 5.7 8 n/a 90.00 10440.00 2430.00 N No Shd Fctr S.C. N.S. 1 1.7 3 n/a 7.50 870.00 202.50 E Shaded Area S.C. N.S. 1 1.7 5 4 8.34 225.18 E Solar Area S.C. N.S. 1 36.66 3116.10 8 T.Area Loss S.C. N.S. 1 45.00 5220.00 8 Shaded Area S.C. N.S. 1 3 10 7.7 .74 19.98 8 Solar Area S.C. N.S. 1 29.26 2487.10 8 T.Area Loss S.C. N.S. 1 30.00 3480.00 8 No Shd Line S.C. N.S. 1 1.7 16 4.6 60.00 6960.00 5100.00 E Shaded Area S.C. N.S. 1 1.7 8 7 6.35 171.45 8 Solar Area S.C. N.S. 1 53.65 4560.25 8 T.Area Loss S.C. N.S. 1 60.00 6960.00 8 No Shd Line S.C. N.S. 1 1.7 10 7.8 60.00 6960.00 5100.00 8 Shaded Area S.C. N.S. 1 1.7 6 5 2.96 79.92 8 Solar Area S.C. N.S. 1 17.04 1448.40 .8 T.Area Loss S.C. N.S. 1 20.00 2320.00 3 Al]. Shaded S.C. N.S. 1 1.7 8 7 90.00 10440.00 2430.00 3 All Shaded S.C. N.S. 1 1.7 5 4 24.00 2784.00 648.00 3 All Shaded S.C. N.S. 1 1.7 3 2 13.50 1566.00 364.50 4 Shaded Area S.C. N.S. 1 1.7 3 2 5.00 135.00 R Solar Area S.C. N.S. 1 8.50 722.50 4 T.Area Loss S.C. N.S. 1 13.50 1566.00 R Shaded Area S.C. N.S. 1 1.7 3 2 2.78 75.06 4 Solar Area S.C. N.S. 1 4.72 401.20 1 T.Area tam S.C. N.S. 1 7.50 870.00 • • 000 • • .. _ „...... -. 1 . N .Atmed Am. S;C.: N.S. 1 1.7 3 2 1.11 29.97 4 s9lar A;ea 9,4Cro: N.S. 1 1.89 160.65 4,T,Axea 10404$ S.C.., N.S. 1 3.00 348.00 • • • • • ---•Fm---w--,----•-•erm 4.SAded .uev: spo... N.S. 1 1.7 5 4 .56 15.12 4:Wair Area* S!€*.• N.S. 1 2.44 207.40 46T.Area Ldss a!r." N.S. 1 3.00 -• i"-• 4 Shaded Axel! g.e.'. N.S. 1 1.7 7 6 .37 4 'Mr 4:ii. S'C.' N.S. 1 2.63 4 T.Area Loss S.C. N.S. 1 3.00 348.00 W ,No ShdLiAe S.C. N.S. 1 1.7 16 4.6 24.00 -------- -------------------------- -------- - W Shaded. Area S.C. N.S. 1 1.7 4 3 6,67 W Solar Area S.C. N.S. 1 20.33 W T.Area Loss S.C. N.S. 1 27.00 3132.00 2784.00 2040.00 180.09 1728.05 Infiltration : Winter Htm ( 3.93 ) x 626.50 2462.15 Infiltration : Summer Htm ( 1.57 ) x 626.50 983.61 R-Value Area Loss/Btuh Gain/Btuh W ALLS tI/W C.B. - Int Insul - Ext. 3 2469.00 19752.00 7653.90 N/W C.B. - Int Insul - Adj. 3 182.00 1638.00 600.60 SUBTOTALS: 2651.00 21390.00 8254.50 W OORS Solid Core/Wood - Adj. 0 20.10 446.22 70.35 Infiltration :Winter Htm( 3,93 ) x 20.10 78.99 Infiltration :Summer Htm( 1.57 ) x 20.10 31.56 SUBTOTALS: 20.10 525.21 101.91 CEILINGS Under Attic 19 2421.00 5084.10 4599.90 FLOORS Slab on Grade 0 221.00 Lin.Ft. 7160.40 000.00 Raised Concrete 3 361.00 Sq.Ft. 4512.50 1949.40 SUBTOTALS: 221.00 Lin.Ft. 11672.90 1949.40 SUBTOTALS: 361.00 Sq.Ft. * TOTAL STRUCTURE SENSIBLE * 113808.30 51588.67 • 0* • • • • • 000 • • •• • • • • • •••• • • • • 0000 • • • • • • • • • •••••• •0 00 •0 .. • • • • • • • • • • 11000 • • • • • • 00110 • • • • 00 • • • • • ••• • •• • • • • •••• • • • • •••• Miami Shores Village 10050 NE 2nd Avenue Miami Shores, Florida 33138 Attention: Claudio Grande, Building Official RE: Telesco Residence Addition Miami Shores, Florida Dear Sir: March 2, 2006 FFICE COPY Tom Telesco has requested the services of GFA International (GFA) for special inspection services on the above - referenced building. Mr. John F. Desnoyers, P.E. (special inspector)# 1060, of GFA will certify the inspections. These inspections will include; foundation, soil compaction, reinforced masonry, roof sheathing, and roof trusses and engineering. Reports of these inspections will be generated on a daily basis, signed and sealed by the professional engineer, and sent to you weekly. We appreciate your cooperation and if you have any questions or comments, please don't hesitate to call our office. ly, gineering, Inc. d /b /a GFA International Desno ers, P. o essional Engineer # 47885 ate of Florida Environmental Geotechnical Structural Design Construction Materials Testing Threshold and Special Inspections Corporate Office 442 N.W. 35th Street Boca Raton, FL 33431 (561) 347-0070 (561) 347-0809 Fax Gulf Coast Office 5851 Country Lakes Dr. Fort Myers, FL 33905 (239) 489 -2443 (239) 489-3438 Fax Treasure Coast Office 7882 S.W. Ellispe Way Stuart, FL 34997 (772) 489 -9989 (772) 489 -2989 Fax Orlando Office 9659 Tradeport Dr. Orlando, FL 32827 (407)447 -9865 (407)447 -9868 Fax oy 713 • • • • • • • ••• • • • This property cleshribsffi a$:•:• Lot 1, Block 215, DUNNINGS MIAMI SHORE,S EXTEN$IOrl. NO. 7, according to: the .P•1at•.• thereof, as rdtDrded 14 Plat Book 52, Page• 1.3 • of the Public Records of Dade County,•1444i .; LEGEND Of $W! ABBREV4ITIOLIa A = Arc Distance A/C = Air Conditioning Pad C) = Calculated C B. = Catch Basin CI. = Clear CIA. a Center L lee ENC = Encroachment E i P = Electronic Transformer Pad F I P s Found Iron Pipe F 1 R = found Icon Rod O iI. le Overhang U.R.B. = Weal Records hooks P B = Plal Book P.0 = Point of Curvature PA. + Properly line P 0 0. r Point of Deglmdng U P = Utility Pop , ,W M. a Water Meter fflc9.40 r! /ru f- rev ec /c /F= /Uooel F•P N cam.. Notes n C It ilroward County Records C ii i = Concrete Block Structure (:tll•Il: r Canesele rtt = round M ' Measured O (1 L - Overhead Utility Lines PC C - Point of Compound Curve P (1 C = l'uhd 11( :nmmencement •1 = Central Angle B1 f K1 = Building C.11 = Chord Distance D E. a Drainage Easement r N. = Fhe Hydrant N.0 V U = National Geodetic Vertical Datum P • = Plat PG = Page P it C a Point of Reverse Curvahne Page 2 or 2 R e Radius RAU.. = Radial RAN ■ Right of Way SEC. a Section SCR. a Screened S.I.P. a Set Iron Pipe SWI( a Sidewalk U E. • Utility Easement a) All Clearances and/or encroachments shown hereon are of apparent nature.Fence ownership by visual mesons. Legal ownership of fences not determined. ID The issue or this survey is only for the exclusive and specific use of those persons, parties or institutions shown in the certification. Any other intended use will require written approval from the certifying surveyor or firm. c) Code restrictions and title search are not reflected on this survey. d) Underground utlities and encroachments if any, not located. c) The flood information shown hereon does not imply that (he referenced properly will or will not be free from flooding . or damage and does not create liability on the part or the firm, any officer or employee (hereof, for any damage that results from reliauuec on said..inrormalion. I) The lands depicted hereon were surveyed per the legal description and no claims as to ownership or natters of title are made or implied. FLOOD ZONE: X FLOOD INFORMATION: Community number: 120652 Panel nunlber/Map# 1202500093 Suffix: J 7 -17 -95 Not Available F.i.R.M. Date: Base Elevation: Bearings, if any shown based on CERTIFiEl) '1'0: 'Telesco (reference) 'Thomas and Rebecca. PROPERTY OF:Telesco,,Thomas and Rebecca, 86 N.E. 109th Street, Miami Shores, NO r .U.In WrI Born' 111►: SIUNA rl'n►: AND 1 II 1: ORI(:INAI. RAISED SEAT. OP r1.I)RIDA LICENSED S"nm :um AND 31APPR A BOUNDA>�v S1 'RViY 1 herein certify that the starves repre- sented hereon meets the minimum technical standards set forth b► the Board of Land Surveyors in chapter 61C17-6 Florida Administrative Code pursuant to Section 472.027. Ha. Statutes. There are no encroachments. overlaps. easements appearing an the Plat. other than as .haven he • rn ►1. P 7.:IIIRVTVOR ANn MAr►Rm NO. He ,J /✓i, G *WM/ E,f Florida. 33161 1.ANNES AND GAit('IA, INC. L.11. H 2098 SURVEYORS- MAI'(,IERS -LAND PLANNERS ERNESTO E. ESPINOSA #2946 BEALE SMITH 5238 ()flier address: 359 Alcnzar Avenue. Coral Cables, Murillo 3.11.(1 (305) 666 -79119 (954) 523 -8663 F1�;, a DA'i'I': SCAl..E DRAWN BY 5 -20 -05 "Recertified ", Certified To and Flood Information revise DItW(:. NO ' 1:042.48 #747163734 FORM 600A -2001 ° FLORIDA ENERGY EFFICIENCY C FOR BUILDING CONSTRUCTI Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: telesco res. addition 86 ne 109 st miami shores, fl telesco South Builder: Permitting Office: Permit Number. Jurisdiction Number 232600 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area OP) 7. Glass area & type a. Clear glass, default U- factor b. Default tint c. Labeled U or SHGC 8. Floor types Single Pane 626.5 112 0.0 ft2 0.0112 New Single family 1 3 No 3071 112 Double Pane 0.0 112 0.0112 0.0112 a. Slab -On -Grade Edge Insulation R9.0, 221.0(p) ft - b. Raised Concrete 112 c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Adjacent c. N/A • d. N/A e. N/A 10. Ceiling types a. Under Attic R =30.0, 2421.0 ft2 b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 150.0 It _ b. N/A R =5.0, 2469.0112 R =5.0, 182.0 112 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, BF-Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 56.5 kBtu/hr _ SEER: 12.00 _ Cap: 36.0 kBtu/hr _ SEER: 12.40 Cap: 34.7 kBtu/hr - COP: 1.00. _ Cap: 21.0 kBtu/hr - COP: 1.00 Cap: 80.0 gallons EF: 0.89 PT, Glass/Floor Area: 0.20 Total as -built points: 43227 Total base points: 44508 PASS 1 hereby certify that the pla an by this calculation are in Energy Code. PREPARED BY: DATE: s • cificati • s covered e Florida J hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Frig fn,ergy Code. • Before construciorta cbrii0etid: this building wi0 be' inspec eif¢r • compliancb wIil•Sectlon 553.908 Florida Statutes. • • • ••• .•..., • BUILDING QFFiC$P L•: •• DATE;.: •.• ••• ••• • • • i=narn, aiinarb1 /1 /crcinn• !=1 Rf AR uR R111 ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • FORM 600A -2001 A SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 86 ne 109 st, miami shores, fl, PERMIT #: BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type/SC Overhang Omt Len Hgt Area X SPM X SOF = Points .18 3071.0 32.50 17865A Single, Clear N 1.7 5.0 24.0 36.46 0.90 787.9 Single, Clear N 1.7 5.0 18.5 36.46 0.90 607.3 Single, Clear N 5.7 8.0 90.0 36.46 0.77 2539.4 Single, Clear N 1.7 3.0 7.5 36.46 0.81 222.4 Single, Clear E 1.7 5.0 45.0 78.71 0.85 3017.5 Single, Clear E 3.0 10.0 30.0 78.71 0.88 2082.2 Single, Clear E 1.7 16.0 60.0 78.71 0.99 4691.3 Single, Clear E 1.7 8.0 60.0 78.71 0.94 4458.8 Single, Clear E 1.7 10.0 60.0 78.71 0.97 4575.8 Single, Clear E 1.7 6.0 20.0 78.71 0.90 1411.6 Single, Clear S 1.7 8.0 90.0 66.93 0.91 5508.7 Single, Clear S 1.7 5.0 24.0 66.93 0.79 1266.6 Single, Clear S 1.7 3.0 13.5 66.93 0.64 574.2 Single, Clear W 1.7 3.0 13.5 70.53 0.71 676.0 Single, Clear W 1.7 3.0 7.5 70.53 0.71 375.6 Single, Clear W 1.7 3.0 3.0 70.53 0.71 150.2 Single, Clear W 1.7 5.0 3.0 70.53 0.85 180.8 Single, Clear W 1.7 7.0 3.0 70.53 0.92 195.6 Single, Clear W 1.7 9.0 3.0 70.53 0.96 202.7 Single, Clear W 1.7 16.0 24.0 70.53 0.99 1683.6 Single, Clear W 1.7 4.0 27.0 70.53 0.79 1510.4 As -Built Total: 626.5 36718.5 WALL TYPES Area X BSPM = Points Type R Value Area X SPM = Points Adjacent 182.0 1.00 182.0 Concrete, Int Insul, Exterior 5.0 2469.0 2.00 4938.0 Exterior 2469.0 2.70 6666.3 Concrete, Int Insul, Adjacent 5.0 182.0 1.10 200.2 Base Total: 2651.0 6848.3 As -Built Total: 2651.0 5138.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.1 2.60 52.3 Adjacent Wood 20.1 3.80 76.4 Exterior 0.0 0.00 0.0 Base Total: 20.1 52.3 As -Built Total: 4.• • • • • • • €0 M • • __.•11 76.4 •'. CEILING TYPES Area X BSPM = Points Type R- '2al+lle: %Atea.•X 4M X SCM = Points .• •.• •• • Under Attic 2421.0 2.80 6778.8 tinder Attic 30.0 2421.0 2.77 X 1.00 6706.2 • • • ••• ..• •.• • • Base Total: 2421.0 6778.8 As -Built Total: • • • • • _ • _ • 24?,1.t4 • • _ 6706.2 Fnarm.l.`.a�inatlgl nrA Fnrrn annit_lnni • • • .•• • • • • • • Fru:wri1 /f7.as wunt&I /FIaQFC.7f1111 FI 171^PR ‘,4 111 • • • • • • • 800 • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •: •.• •i• i• •• •1. • FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 86 rte 109 st, miami shores, fl, PERMIT #: • • • •• • .. • . • •• • • • • • • • • •• • • • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • Fnnrnu(2....nA r1(`A Fnrm RMA_7M1 Fru :wen/0.miuvaarn /F1=FiFC.N1811 FI D(`131:1 IA 'IA ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 221.0(p) -20.0 361.0 -2.16 - 4420.0 -779.8 - 5199.8 Slab -On -Grade Edge Insulation 0.0 Raised Concrete 3.0 As -Built Total: 221.0(p 361.0 582.0 -20.00 -0.30 - 4420.0 -108.3 4528.3 INFILTRATION Area X BSPM = Points Area X SPM = Points 3071.0 18.79 57704.1 3071.0 18.79 57704.1 Summer Base Points: 84149.0 Summer As -Built Points: 101815.1 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 84149.0 0.4266 35898.0 101815.1 0.611 (1.073 x 1.165 x0.90) 101815.1 0.389(1.00 xi .165 x 1.00 101815.1 1.00 1.125 0.284 0.275 0.281 0.950 0.950 0.950 18887.9 11648.6 30526.6 • • • •• • .. • . • •• • • • • • • • • •• • • • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • Fnnrnu(2....nA r1(`A Fnrm RMA_7M1 Fru :wen/0.miuvaarn /F1=FiFC.N1811 FI D(`131:1 IA 'IA ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • 1 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 86 ne 109 st, miami shores, fl, PERMIT #: BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X WPM X WOF = Point .18 3071.0 2.38 1304.6 Single, Clear N 1.7 5.0 24.0 6.03 0.99 143.0 Single, Clear N '1.7 5.0 18.5 6.03 0.99 110.2 Single, Clear N 5.7 8.0 90.0 6.03 0.97 528.3 Single, Clear N 1.7 3.0 7.5 6.03 0.98 44.2 Single, Clear E 1.7 5.0 45.0 4.77 1.03 221.2 Single, Clear E 3.0 10.0 30.0 4.77 1.03 146.9 Single, Clear E 1.7 16.0 60.0 4.77 1.01 288.7 Single, Clear E 1.7 8.0 60.0 4.77 1.02 291.3 Single, Clear E 1.7 10.0 60.0 4.77 1.01 290.2 Single, Clear E 1.7 6.0 20.0 4.77 1.02 97.7 Single, Clear S 1.7 8.0 90.0 4.49 1.01 408.0 Single, Clear S 1.7 5.0 24.0 4.49 1.05 '113.5 Single, Clear S 1.7 3.0 13.5 4.49 1.17 70.9 Single, Clear W 1.7 3.0 13.5 5.49 1.01 74.9 Single, Clear W 1.7 3.0 7.5 5.49 1.01 41.6 Single, Clear W 1.7 3.0 3.0 5.49 1.01 16.7 Single, Clear W 1.7 5.0 3.0 5.49 1.00 16.5 Single, Clear W 1.7 7.0 3.0 5.49 1.00 16.5 Single, Clear W 1.7 9.0 3.0 5.49 1.00 16.4 Single, Clear W 1.7 16.0 24.0 5.49 1.00 131.6 Single, Clear W 1.7 4.0 27.0 5.49 1.00 148.8 As-Bulit Total: 626.5 3217.1 WALL TYPES Area X BWPM = Points Type R Value Area X WPM = Points Adjacent 182.0 0.50 91.0 Concrete, Int Insul, Exterior 5.0 2469.0 0.90 2222.1 Exterior 2469.0 0.60 1481.4 Concrete, Int Insul, Adjacent 5.0 182.0 0.40 72.8 Base Total: 2651.0 1572.4 As -Built Total: 2851.0 2294.9. DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.1 1.30 26.1 Adjacent Wood 20.1 1.90 38.2 Exterior 0.0 0.00 0.0 Base Total: 20.1 26.1 As -Built Total: •• ••• • • . 20.4 • • • 38.2 • ; - •• • • • • • CEILING TYPESArea X BWPM = Points Type •R -Vaiud : Area R :WPIb1 X WCM = Points Under Attic 2421.0 0.10 242.1 Under Attic 30.0 2421.0 0.10 X 1.00 242.1 Base Total: 2421.0 242.1 As -Built Total: • • • • • • •••• •••• ••• • • • • :: • •2421 0 • . • • 242.1 Frwrmd_.truatkl nre Guru Rn na n rn • • • ••• • • • • • • • • • Frwrmi!?.a, tra(WpIaPFC )M1 FI Pr OR v'! 'IA ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• •.• ••• •• •• • FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 86 rte 109 st, miami shores, fl, PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 221.0(0} -2.1 Raised 361.0 -0.28 Base Total: -464.1 -101.1 -5652 Slab -On -Grade Edge Insulation 0.0 Raised Concrete 3.0 As -Built Total: 221.0(0 361.0 582.0 -2.10 0.30 - 464.1 108.3 -355.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 3071.0 -0.06 -1843 3071.0 -0.06 -184.3 Winter Base Points: , 2395.8 Winter As -Built Points: 5252.2 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 2395.8 0.6274 1503.1 5252.2 0.623 (1.099 x 1.137 x 0.91) 52522 0.377(1.00 x 1.137 x 1.00) 5252.2 1.00 1.137 1.000 1.000 1.000 0.950 0.950 0.950 3534.6 2139.1 5673.7 •• ••• • • • • • • • • • •• ••• •• • .. .• • • • • • •• • • • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • •• • • . • • • • • ••• • • Fnornufzan,. M Il(`A Fnrm i`.MA_')M1 Pnermi!_at trumal/ oPPC "NVI4 PI 1Q(`PP u4gfl ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• ••• ••• • • • • • • • • • •• •• • • 1 FORM 600A -2001 ` WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 88 ne 109 st, miami shores, fl, PERMIT #: BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2369.00 7107.0 80.0 0.89 As -Built Total: 3 1.00 2342.38 1.00 7027.1 7027.1 PASS .• • ••• • • • • • • • • • • •• ••• •• • • • •• • • • • • •• • • • ••• ••• ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• ••• • • • • • Fnmrnnmencni nre Fnrm FMA_7M1 FnarTnat truza7FlaP FC "7M1 F P(` PR ift'all ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 35898 1503 7107 44508 30527 5674 7027 43227 PASS .• • ••• • • • • • • • • • • •• ••• •• • • • •• • • • • • •• • • • ••• ••• ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• ••• • • • • • Fnmrnnmencni nre Fnrm FMA_7M1 FnarTnat truza7FlaP FC "7M1 F P(` PR ift'all ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details IADDRESS: 86 rte 109 st, miami shores, fl, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECIy Exterior Windows & Doors 606.1.ABC.1.1 Maodmum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. r/ Exterior & Adjacent Walls 606.1.ABC.12.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between watts and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. ✓ Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. f/ Ceilings 606.1 ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. e/ Recessed Lighting Fixtures 606.1 ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. a Multi -story Houses 606.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. / t/ Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. r/ A -22 OTHER P COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. ✓ Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. /V/4? Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. e✓ Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. e/ HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. &, Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. ✓/ •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • ••• • • • • • ••• ••• • • • • • • • • • •• • • Fr, rme -to.w, TM rV`A Fern MIA-7fM11 Fnorn trIzainert /FIagFC'7M1 CI 17r1312 u4 111 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Concrete c. N/A 9. Wall types a. Concrete, Int lnsul, Exterior b. Concrete, Int Instil, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A telesco, 86 ne 109 st, miami shores, fl, Single Pane 626.5 ft2 0.0 ft2 0.0 ft2 New 12. Cooling systems Single family a. Central Unit 1 3 b. Central Unit No 3071 ft2 c. N/A Double Pane 0.0 ft2 13. Heating systems 0.0 ft2 _ a. Electric Strip 0.0ft2 _ R41.0, 221.0(p) 11 R =3.0, 361.0112 R =5.0, 2469.0 112 R =5.0, 182.0 ft2 R =30.0, 2421.0 fie Sup. R=6.0, 150.0 ft b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Cap: 56.5 kBtu/hr SEER: 12.00 _ Cap: 36.0 kBtuthr _ SEER: 12.40 Cap: 34.7 kBtu/hr _ COP: 1.00 Cap: 21.0 kBtu/hr _ COP: 1.00 Cap: 80.0 gallons _ EF: 0.89 PT, _ Address of New Home: Ci IFL Zi ty P .• •p. • • • • • •• • • • • • • • • • • • .. • • • *NOTE: The home's estimated energy performance score is only available thieYigb Jae X41 /k•S eoorftpttter program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStaW designation), your home may qualify for energy efficiency mortgage (EEM incentives if you olatain a Florkla,Ener Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gadgd wpb Otte cat t ww jec. ucd4edu for information and a list of certified Raters. For information about Florida's E1i�ryy Iff ciefey Eptle FDr.BuilJfng Construction, • contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.30) •.• • • • • • • • • • • • • • • • •. •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • * RESMANUJ(c) * WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA /RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) SERIAL # 5363 03 -07 -2005 @PROJECT :telesco res. addition ADDRESS : CITY :miami shores OWNER : BLDG CONTR : HVAC CONTR : Conditioned Floor Area : 3071 * Climatic Conditions SF GLASS /SF RATIO = 2% & Design Conditions * Geographical Location : Florida Miami - AP North Latitude / Elevation Outdoor Winter Dry Bulb Indoor Winter Dry Bulb Winter (Actual) Temp.Diff. Winter Temp. Diff. (wTd) Outdoor Summer Dry Bulb Outdoor Summer Wet Bulb Outdoor Summer Hum. Ratio Gr /Lb Indoor Summer Relaltive Hum. Indoor Summer Design Gr /Lb. Indoor Summer Dry Bulb Indoor Summer Wet Bulb Summer Daily Range Summer (Actual) Temp.Diff. Summer (User Sel) Temp.Diff. (sTd) 25 Deg. / 9 Ft. Above Sea 48 Deg. F 70 Deg. F 22 Deg. F 25 Deg. F 89 Deg. F 77 Deg. F 122 50% 56 75 Deg. F 62.3 Deg. F @ 64 Gr /Lb 15 Deg. F - L 14 Deg. F 15 Deg. F Level * HEATING SUMMARY * TP- TL- AD.DAT * COOLING SUMMARY * SUBTOTAL : 113808.30 DUCT LOSS TOTAL LOSS /BTUH 5690.42 : 119498.80 20% OVERSIZE FACTOR 23899.76 ACTUAL + 20% OVERSIZE: 143398.50 * EQUIPMENT EQT MANUF CU MOD # HTG INPUT SENSIBLE CLG (S) EER NOTES: STRUCTURE SENSIBLE 51588.67 MECH.VENT- 105 Cfm 1617.00 SENS. + MECH.VENT : 53205.67 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT /APPLIANCE 3000.00 DUCT GAIN 5620.57 TOTAL SENSIBLE 61826.24 TOTAL LATENT 8117.71 SENSIBLE + LATENT 69943.95 20% SENS.OVRSZE FTR: 12365.25 SENS. + 20% OVERSIZE: 74191.49 SELECTION * •. ... •AHU.MOD.4 .• HTG OUTPUT HTG :CFM �: �. • : tUAil3$PF LATENT CLG TOTAL °. • • • ..TONAGE • CLG CFM TYPE • • • • • ••• • • • • • • • •. • • • • • • • •. •• • •• • • • • • • • • • • •• •• • • .•• • • • • •. • • • ••• • • • ••• • • • • • • • • ••• •.. • • • • • • •. • • •• • • • • • • • • • • •• •• • • * L O A D C A L C U L A T I O N * GLASS Type Shdg Sc OvHg Botm Hgt Area Loss /Btuh Gain /Btuh N No Shd Fctr S.C. N.S. 1 1.7 5 n/a 24.00 2784.00 648.00 N No Shd Fctr S.C. N.S. 1 1.7 5 n/a 18.50 2146.00 499.50 N No Shd Fctr S.C. N.S. 1 5.7 8 n/a 90.00 10440.00 2430.00 N No Shd Fctr S.C. N.S. 1 1.7 3 n/a 7.50 870.00 202.50 E Shaded Area S.C. N.S. 1 1.7 5 4 8.34 225.18 E Solar Area S.C. N.S. 1 36.66 3116.10 E T.Area Loss S.C. N.S. 1 45.00 5220.00 E Shaded Area S.C. N.S. 1 3 10 7.7 .74 19.98 E Solar Area S.C. N.S. 1 29.26 2487.10 E T.Area Loss S.C. N.S. 1 30.00 3480.00 E No Shd Line S.C. N.S. 1 1.7 16 4.6 60.00 6960.00 5100.00 E Shaded Area S.C. N.S. 1 1.7 8 7 6.35 171.45 E Solar Area S.C. N.S. 1 53.65 4560.25 E T.Area Loss S.C. N.S. 1 60.00 6960.00 E No Shd Line S.C. N.S. 1 1.7 10 7.8 60.00 6960.00 5100.00 E Shaded Area S.C. N.S. 1 1.7 6 5 2.96 79.92 E Solar Area S.C. N.S. 1 17.04 1448.40 E T.Area Loss S.C. N.S. 1 20.00 2320.00 S All Shaded S.C. N.S. 1 1.7 8 7 90.00 10440.00 2430.00 S All Shaded S.C. N.S. 1 1.7 5 4 24.00 2784.00 648.00 S All Shaded S.C. N.S. 1 1.7 3 2 13.50 1566.00 364.50 W Shaded Area S.C. N.S. 1 1.7 3 2 5.00 135.00 W Solar Area S.C. N.S. 1 8.50 722.50 W T.Area Loss S.C. N.S. 1 13.50 1566.00 W Shaded Area S.C. N.S. 1 1.7 3 2 2.78 W Solar Area S.C. N.S. 1 4.72 W T.Area Loss S.C. N.S. 1 7.50 870.00 75.06 401.20 W Shaded Area S.C. N.S. 1 1.7 3 2 1.11 29.97 W Solar Area S.C. N.S. 1 1.89 160.65 W T.Area Loss S.C. N.S. 1 3.00 348.00 W Shaded Area S.C. N.S. 1 W Solar Area S.C. N.S. 1 W T.Area Loss S.C. N.S. 1 1.7 5 4 .56 W Shaded Area S.C. N.S. 1 1.7 7 6 W Solar Area S.C. N.S. 1 W T.Area Loss S.C. N.S. 1 •• .2•$4. • • • •• ••3 : 0'Q i . • • • .. ••3,1 • • . • • •• 15.12 207.40 2.63 .•. .13.0[1. " :34$rbc:• • • • • • • s . • W Shaded Area S.G. N.S. 1 1.7 9 8.3.. .26• 7.02 W Solar Area S.C. N.S. 1 2.74 232.90 W T.Area Loss S.C. N.S. 1 ••• 3.0Q ...348..00, • • • • • • • • • ••• .•• • • • • • • • • • • • • • •. ••• • ••• • •1 •• • 9.99 223.55 W N6 Shd°Line S.C. N.S. 1 1.7 16 4.6 24.00 2784.00 2040.00 W Shaded Area W Solar Area W T.Area Loss S.C. N.S. 1 S.C. N.S. 1 S.C. N.S. 1 1.7 4 3 6.67 20.33 27.00 3132.00 180.09 1728.05 Infiltration : Winter Htm ( 3.93 ) Infiltration : Summer Htm ( 1.57 ) x 626.50 2462.15 x 626.50 R -Value Area WALLS N/W C.B. - Int Insul - Ext. 3 N/W C.B. - Int Insul - Adj. 3 2469.00 182.00 SUBTOTALS: 2651.00 D OORS Solid Core /Wood - Adj. 0 Infiltration :Winter Htm( 3.93 ) x Infiltration :Summer Htm( 1.57 ) x C E I L I N G S Under Attic FLOORS Slab on Grade Raised Concrete SUBTOTALS: 20.10 20.10 20.10 20.10 19 2421.00 0 221 3 361 .00 Lin.Ft. .00 Sq.Ft. SUBTOTALS: 221 SUBTOTALS: 361 * TOTAL STRUCTURE 983.61 Loss /Btuh Gain /Btuh 19752.00 7653.90 1638.00 600.60 21390.00 8254.50 446.22 70.35 78.99 31.56 525.21 101.91 5084.10 4599.90 7160.40 000.00 4512.50 1949.40 1949.40 .00 Lin.Ft. 11672.90 .00 Sq.Ft. SENSIBLE * .. 113808.30 51588.67 ••• .. • • • • • • •• • ••• • • • • • •• • • • ••• ••• ••• •••• •• • , • • • • • • • • • • •• •• • • ••• • • • • • •• • ... • • •••• • • • • ••• • • • • • • •.• • • • • • • • • • • • • • • • • •• •• ••• .•. •• •• FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: teiesco res. addition 86 ne 109 st miami shores, fl telesco South Builder: Permitting Office: miami shores Permit Number: Jurisdiction Number 232600 1. New construction or existing 2. Single family or multi-family 3. Number of units, if multi-family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft) 7. Glass area & type a. Clear glass, defauh U-factor b. Default tint c. Labeled U or SHGC 8. Floor types a. Slab-On-Grade Edge Insulation b. Raised Concrete c. N/A 9. Wall types a. Concrete, Int Instil, Exterior b. Concrete, Int lnsul, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AB: Interior b. N/A • • • • • • • • ...... ••* • • • • • • • • • • • • • • • • • • • • • • New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 3 b. Central Unit No 3071 ft.' c. N/A Single Pane Double Pane 626.5 fP 0.0 ft 2 13. Heating systems 0.0 t12 0.0 ft 2 _ a. Electric Strip 0.0 ft2 0.0 fla b. Electric Strip R.0, 221.0(p) ft _ fe c. N/A R-5.0, 2 r systems Resistance R=5.0, 1 R=30. Sup. R-6.0, 150.0 It _ credits very, Solar -Dedicated heat pump) 5. Ceredits (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, PT-Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Cap: 56.5 kBtu/hr SEER: 12.00 _ Cap: 36.0 kl3tu/br SEER: 12.40 Cap: 34.7 kBtu/hr COP: 1.00 Cap: 21.0 kl3turhr COP: 1.00 _ Cap: 80.0 gallons ___ EF: 0.89 • ..••.. ..... • • •••.• • •...•. . • I reby certify that tjip,it s• 6: yt calculation awah, • Energy Cod t•.• • •• ••• •••• • • PREPARED BY °eh, A I) DATE: vreo, •• • • ...... Total as-built points: 43227 • Iless/FilObrArea: 0.20 .•..• . •..... Total base points: 44508 PASS • ecificatiorts covered e Florida I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this buikiing will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFIC FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 86 ne 109 st, miami shores, ft PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area 8 3071.0 WALL TY:FIS• :4•••• -- e • Adjacent • • • • • Medlar 4'. .0 • " • • • •rsle Totac • • • • 41/216.1"'WL'""'"•""', „ "IVOR Vter.a .60 Type/SC Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As-Built Total: Area X BSPM = Points Type • • 1821. • • 1.00 182.0 Concrete, Int Insul, Exterior • 24694) • 2.70 6666.3 Concrete, Int Instil, Adjacent • • • •••••• 26544) • As-Bulft Total: ••••••• BSPM = Points Type • • Adfacent • 523 Adjacent Wood • 2l;t4• • • • 260 • b Vxterlor : • • e4,„ 0.00 0.0 • • • • • • •• • ••• • • • • , se Total! .. " • 20.1 • 52.3 As-Built Total: '811.121a;maer CEILING TYPES Area X BSPM = Points Type Overhang Ornt Len Figt Area X SPM X SOF = Points N N N E E E E E 1.7 1.7 5.7 1.7 1.7 3.0 1,7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 5.0 5.0 8.0 3.0 5.0 10.0 16.0 8.0 10.0 6.0 8.0 5.0 3.0 3.0 3.0 3.0 5.0 7.0 9.0 16.0 4.0 24.0 18.5 90.0 7.5 45.0 30.0 60.0 60.0 60,0 20.0 90.0 24.0 13.5 13.5 7.5 3.0 3.0 3.0 3.0 24.0 27.0 526.5 36.46 36.46 36.46 36.46 78.71 78.71 78.71 78.71 78.71 78.71 66.93 66.93 66.93 70.53 70.53 70.53 70.53 70.53 70.53 70.53 70.53 0.90 0.90 0.77 0.81 0.85 0.88 0.99 0.94 0.97 0.90 0.91 0.79 0.64 0.71 0.71 0.71 0.85 0.92 0.98 0.99 0.79 787.9 607.3 2539.4 222.4 3017.5 2082.2 4691.3 4458.8 4575.8 1411.6 5508.7 1266.6 574.2 676.0 375.6 150.2 180.8 195.6 202.7 1683.6 1510.4 36718.5 R-Value Area X SPM = Points 5.0 2469.0 5.0 182.0 2.00 1.10 4938.0 200.2 2651.0 513.2 Area X SPM = Points 20.1 3.80 76.4 20.1 76.4 R-Value Area X SPM X SCM = Points Under Attic Base Total: 2421.0 2.80 6778.8 Under Attic 2421.0 6778.8 As-8u16 Total: 30.0 2421.0 277X 1.00 2421.0 6706.2 6706.2 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 86 ne 109 st, miami shores, f BASE FLOOR TYPES Area X BSPM = Points Slab 221.0(p) -20.0 -44200 Raised 361.0 -2.16 -779.8 Base Total: -5199.8 INFILTRATION Area X BSPM = Points 3071.0 18.79 57704.1 Summer Base Points: 84149.0 Total Summer X System = Cooling Points Multiplier Points 84149.0 0.4266 35898.0 • • OOOOOO • • OOOOOO • • • •O••OO •OOOO • • OOOOO • • O••••• • • •••O•• • • • •O•••O • • • • • • • • • • • • • • • • • • • • • • • • • • • • OOOOOO • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •OOOOO • • •• • • •OOOOO • • • • • • • • • • *0 OOO •OOOOO • • • • • • • • Type AS-BU1LT R-Value Area X 5 Slab-On-Grade Edge Insulation 0.0 221.0(p Raised Concrete 3.0 361.0 As-Built Total: Summer As- Total X Component 101815.1 101815.1 101815.1 Built Points: 582.0 -20.00 -0.30 Points -4420.0 -108.3 45283 Area X SPM = Points 3071.0 18.79 57704.1 101815.1 Cap X Duct X System X Credit = Cooling Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 0.611 (1.073 x 1.165 x 0.90) 0.284 0.389(1 .00 x 1.165 xi .00 0.275 1.00 1.125 0.281 0.950 18887.9 0.950 11648.8 0.950 30526.6 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 86 ne 109 st, miami shores, fl, PERMIT #: BASE • e GLASS TYPES 8 X Conditioned X BWPM = Points Floor Area AS-BUILT Type/SC Overhang Omt Len Hgt Area X WPM X WOF = Point .18 3071.0 2.36 1304.6 Single, Clear Sng1e, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear A.s-Buift Total: N N N N E E E E E E 1.7 1.7 5.7 1.7 1.7 3.0 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 5.0 5.0 8.0 3.0 5.0 10.0 16.0 8.0 10.0 6.0 8.0 5.0 3.0 3.0 3.0 3.0 5.0 7.0 9.0 16.0 4.0 24.0 18.5 90.0 7.5 45.0 30.0 60.0 60.0 60.0 20.0 90.0 24.0 13.5 13.5 7.5 3.0 3.0 3.0 3.0 24.0 27.0 626.5 6.03 0.99 6.03 0. 6.03 0.97 6.03 0.98 4.77 1.03 4.77 1.03 4.77 1.01 4.77 1.02 4.77 1.01 4.77 1.02 4.49 1.01 4.49 1.05 4.49 1.17 5.49 1.01 5.49 1.01 5.49 1.01 5.49 1.00 5.49 1.00 5.49 1.00 5.49 1.00 5.49 1.00 143.0 110.2 528.3 44.2 221.2 1 9 286.7 291.3 290.2 97,7 408.0 113.5 70.9 74.9 41.6 16.7 16.5 16.5 16.4 131.6 148.8 3217.1 WALL TYrks• Area X BWPM = Points • • •, Adjatent •• • • 182.0, • :0.50 frxrdior • • • • 2489.D • 0.60 • • • • • 000000 •••• •• •• ,littiv , • 26514 • • oo • 4 •••• • NOR TAMES: Arep44•BWPM • Points • - - _ • • Type R-Value Area X WPM = Points 91.0 1481,4 1672.4 Concrete, Int Insul, Exterior Concrete, Int Insul, Adjacent As-Built Total: 5.0 2469.0 5.0 182.0 1.0 0.90 0.40 2222.1 72.8 WA! • oo • :twit • Exterior :6. • • • • • •• ••• Base Tota: • Ufa. 28.4•••• 1-30 • 0.4i• • • • 0.00 • •• • • • 20.1 • 26.1 0.0 26.1 Type Area X WPM = Points Adjacent Wood As-Bullt Total: 20.1 20.1 1.90 .2 382 CEILING TYPESArea Under Attic X BWPM = Points Base Total: 2421.0 0.10 2421.0 242.1 Type R-Value Area X WPM X WCM = Points Under Attic 242.1 As-Built Total: 30.0 2421.0 0.10 X 1.00 242.1 2421.0 242.1 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 86 ne 109 st, miami shores, fl, BASE AS-BU1LT FLOOR TYPES Area X BWPM = Points Type Raised 221.0(0 -2.1 -464.1 361.0 -0.28 -101.1 NALTRATION Area X BWPM = Points Slab-On-Grade Edge 1 Raised Concrete R-Value Area X WPM = Points 0.0 221.0(p -2.10 -464.1 3.0 361.0 0.30 108.3 -Built Total: 882.0 -356.8 Area X WPM = Points 3071.0 -0.06 -184.3 3071.0 -0.06 Winter Base Points: 2395.8 Winter As-Built Points: 5252.2 Total Winter X System = Heating Points Multiplier Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 2395.8 0.6274 1503.1 • • • • • • • • •••••O • • • • • • • • • • • •O••OO • • • • • • • • • ••••OO • • • • OOOOO • • • • • • • OOOOO • • • ••OOOO OOOOOO • • • • • OOOOOO • • • • • • • • • • • OOOOOO • • • • • • • • • • • • • • • • • • • • • • • •OO•OO • • • • • • OOOOOO • • • • • • • • • • OOOOOO • •OOOOO • • • • • • • • 5252.2 0.623 (1.099x 1.137 x0.91) 1.000 0.950 3534.6 5252.2 0.377(1.00 x 1.137 x 1.00) 1.000 0.950 2139.1 5252.2 1.00 1.137 1.000 0.950 5673.7 FORM 600A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 86 ne 109 st, miami shores, fl, PERMIT #: BASE WATER HEATING Number of X Multiplier Bedrooms Total AS-BU1LT Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 3 2369.00 BASE 7107.0 80.0 0.89 As-Built Total: 3 1.00 2342.38 1.00 7027.1 7027.1 CODE COMPLIANCE STATUS Cooling + Heating + Hot Water = Total Points Points Points Points 35898 • •• • • • • • •••••. ••• • • • .•..•. • • • ...... •••• • • •••• • •• •• ••OOO • • • • • • • OOOOO • • ••OOOO • • ••OOOO • •• • • • • • • *01 •OOOOO • •OOOOO • • • •••• • • •••• 1503 • •• • • • • • • • • • • •OOOOO •• •• • • OOOOOO •••• • • •••• ••OOOO • •OOOOO • •• • • • • • 7107 08 ASBU1LT Cooling + Heating + Hot Water = Total Points Points Points Points 30527 5674 7027 43227 PASS FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details IADDRESS: 86 ne 109 st, miami shores, fl, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST • •• • •• • • ••• •• • 000.0 • • ••0000 • • •••••• • • • •••••• COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE GHEC Exterior Windows & Doors 606.1.ABC.1.1 Mautimum:.3 cfm/sq.ft. window area; .5 cfm/sq.it. door area. Exterior & Adjacent Walls 606.1 ABC.1.2.1 Floors 606.1 .ABC.1.2.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wail; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility~ penetrations; between wall panels & toplbottom plates; between wralls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Ceilings 608.1.ABC.1.2.3 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous Infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is • installed that is sealed at the perimeter, at penetrations and seams. t1 Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multistory Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reds 606.1 _ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 8 6A -22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded b all residences.. COMPONENTS SECTION REQUIREMENTS CHECK /VA Water Heaters 612.1 Swimming Pools & Spas 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. • 0 • Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Stems • • • • • ••• • •.• • •0•. • • • 610.1 •• • • AU ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. Insulation_ "-MAC ConTrieis. • • Insulation • ••• •• •• ••• • • • • • 00.00• • • • •• • • • ••• 0000 • 0 • 6071 Separate readily accessible manual or automatic thermostat for each system. •0 • •.1, 602.1 •• a •••••• • •••• • ••• •••••• • 0001•• • ••• • • Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R-11. ENERGY PERFO NCE LEVEL (EPL) DISPLAY C ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi-family 3. Number of units, if multi-family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane telesco, 86 ne 109 st, miami shores, fl, Single Pane 626.5 ft2 0.0 112 0.0 ft2 New 12. Cooling systems Single family a. Central Unit 1 3 b. Central Unit No 3071 ft2 c. N/A Double Pane 0.0112 13. Heating systems 0.0 112 a. Electric Strip 0.0f12 d. Tint/other SHGC - double pane b. Electric Strip 8. Floor types a. Slab-On-Grade Edge Insulation R-0.0, 221.0(p) ft c. N/A b. Raised Concrete R-3.0, 361.0112 c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R-5.0, 2469.0 ft2 b. Concrete, Int Insul, Adjacent R-5.0, 182.0 /la b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R-30.0, 2421.0 ft2 b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AR: Interior Sup. R=6.0, 150.0 ft b.•N/A : • .", • •••••• • • • • • • • •••• • • • • • • • , •••• • • •••• • • •:,:eitify that This home Jos complied with the Honda Energy Efficiency Code For Building • • „ ...cpustructiarterough tte Merte energy saving features which will be installed (or exceeded) • • Lillis home before far ,8ction. Otherwise, a new EPL Display Card will be completed piled on risitfirlCd Code:coMpliant features. • • „ • ••••• • • Otilder Signature: • • Date: • • • ••••• • • • • • • • • •••••• • • Address orltelis Home , :0 • c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, PT-Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) • • • • City/FL Zip: Cap: 56.5 kBtu/hr SEER: 12.00 Cap: 36.0 kBtu/hr SEER: 12.40 Cap: 34,7 kBtu/hr COP: 1.00 Cap: 21.0 kBtu/hr COP: 1.00 ___ Cap: 80.0 gallons EF: 0.89 PT, *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStJP designation), your home may qualift for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for infnrmatinn and /1 livt nfroptifiod R fltOre Welr frIfel■Mini, elhnIat WielpiAedv * RESMANUJ(c) * WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) SERIAL # 5363 03-07-2005 @PROJECT :telesco res. addition ADDRESS : CITY :miami shores OWNER : BLDG CONTR : HVAC CONTR : Conditioned Floor Area : 3071 * Climatic Conditions SF GLASS/SF RATIO = 2% & Design Conditions * Geographical Location : Florida Miami - AP North Latitude / Elevation Outdoor Winter Dry Bulb Indoor Winter Dry Bulb Winter (Actual) Temp.Diff. Winter Temp. Diff. (wTd) Outdoor Summer Dry Bulb Outdoor Summer Wet Bulb Outdoor Summer Hum. Ratio Gr/Lb Indoor Summer Relaltive Hum. Indoor Summer Design Gr/Lb, Indoor Summer Dry Bulb Indoor Summer Wet Bulb Summer Daily Range Summer (Actual) Temp.Diff. Summer (User Sel) Temp.Diff. (sTd) 25 Deg. / 9 Ft. Above Sea 48 Deg. F 70 Deg. F 22 Deg. F 25 Deg. F 89 Deg. F 77 Deg. F 122 50% 56 75 Deg. F 62.3 Deg. 15 Deg. F 14 Deg. F 15 Deg. F F 64 Gr/Lb - L Level * HEATING SUMMARY * TP-TL-AD.DAT * COOLING SUMMARY * SUBTOTAL • :66 1 • • .... ,, PUCT*LOSS • •• ,„,,,,,,,,,,S/ePFI'UF; • • • • • • . • • ••.••• •••••• SO •• • • . 00 •• ••• • • • 0 • • 0000 20% OVRSI4,ACTOR ••• :ACT11417:+ 2014,QVERSIZE • • • •••••• •••••• 00 • • •••••• • • ••• • •• •••• FibT mAtfai. • • • CU MOD # AHU MOD # • : 113808.30 : 5690.42 : 119498.80 23899.76 : 143398.50 * EQUIPMENT STRUCTURE SENSIBLE : 51588.67 MECH.VENT- 105 Cfm 1617.00 SENS. + MECH.VENT 53205.67 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE : 3000.00 DUCT GAIN 5620.57 TOTAL SENSIBLE 61826.24 TOTAL LATENT 8117.71 SENSIBLE + LATENT : 69943.95 20% SENS.OVRSZE FTR: 12365.25 SENS. + 20 OVERSIZE: 74191.49 SELECTION * HTG IMIT HTG OUTPUT HTG CFM AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S) EER CLG CFM TYPE NOTES: . . * LOAD CALCULATION * ;LASS Type Shdg Sc OvHg Botm Hgt Area Loss/Btuh Gain/Btuh N No Shd Fctr S.C. N.S. 1 1.7 5 n/a 24.00 2784.00 648.00 N No Shd Fctr S.C. N.S. 1 1.7 5 n/a 18.50 2146.00 499.50 N No Shd Fctr S.C. N.S. 1 5.7 8 n/a 90.00 10440.00 2430.00 N No Shd Fctr S.C. N.S. 1 1.7 3 n/a 7.50 870.00 202.50 E Shaded Area S.C. N.S. 1 1.7 5 4 8.34 225.18 8 Solar Area S.C. N.S. 1 36.66 3116.10 8 T.Area Loss S.C. N.S. 1 45.00 5220.00 8 Shaded Area S.C. M.S. 1 3 10 7.7 .74 19.98 8 Solar Area S.C. N.S. 1 29.26 2487.10 8 T.Area Loss S.C. N.S. 1 30.00 3480.00 8 No Shd Line S.C. N.S. 1 1.7 16 4.6 60.00 6960.00 5100.00 8 Shaded Area S.C. N.S. 1 1.7 8 7 6.35 171.45 8 Solar Area S.C. N.S. 1 53.65 4560.25 8 T.Area Loss S.C. N.S. 1 60.00 6960.00 8 No Shd Line S.C. N.S. 1 1.7 10 7.8 60.00 6960.00 5100.00 E Shaded Area S.C. N.S. 1 1.7 6 5 2.96 79.92 8 Solar Area S.C. N.S. 1 17.04 1448.40 8 T.Area Loss S.C. N.S. 1 20.00 2320.00 3 All Shaded S.C. N.S. 1 1.7 8 7 90.00 10440.00 2430.00 S All Shaded S.C. N.S. 1 1.7 5 4 24.00 2784.00 648.00 S All Shaded S.C. N.S. 1 1.7 3 2 13.50 1566.00 364.50 R Shaded Area S.C. N.S. 1 1.7 3 2 5.00 135.00 R Solar Area S.C. N.S. 1 8.50 722.50 R 7.Area Zoos S.C. N.S. 1 13.50 1566.00 __•••••44 • • • A 0-- fro- R:illAded WM. g.a.: N.S. 1 1.7 3 2 2.78 75.06 ? Solar AVA 3.0.: N.S. 1 4.72 401.20 RivtuArea lippp gIV's N.S. 1 7.50 870.00 _;.-01,.. R Shaded Area kr. N.S. 1 1.7 3 2 1.11 29.97 R:Scap..r /tin Sr,* N.S. 1 1.89 160.65 R:T.gY'ea Loss S0,•C" N.S. 1 3.00 348.00 •••• • -• • •-•-•ar•-• kahaded.Atta f6C:. N.S. 1 1.7 5 4 .56 15.12 R Solar Otlea 9.C; N.S. 1 2.44 207.40 R T.Area Ms S.C. N.S. 1 3.00 348.00 R Shaded Area S.C. N.S. 1 1.7 7 6 .37 9.99 R Solar Area S.C. N.S. 1 2.63 223.55 R T.Area Loss S.C. N.S. 1 3.00 348.00 W Nb"Shd Line S.C. N.S. 1 1.7 16 4.6 24.00 2784.00 2040.00 W Shaded Area W Solar Area W T.Area Loss S.C. N.S. 1 S.C. N.S. 1 S.C. N.S. 1 1.7 4 3 6.67 20.33 27.00 3132.00 180.09 1728.05 Infiltration : Winter Htm ( 3.93 ) Infiltration : Summer Htm ( 1.57 ) x 626.50 2462.15 x 626.50 983.61 R-Value Area Loss/Btuh Gain/Btuh W ALLS N/W C.B. - Int Insul - Ext. 3 N/W C.B. - Int Insul - Adj. 3 W OORS Solid Core/Wood - Adj. Infiltration :Winter Htm( Infiltration :Summer Htm( CEILINGS Under Attic FLOORS Slab on Grade Raised Concrete 2469.00 182.00 SUBTOTALS: 2651.00 19752.00 7653.90 1638.00 600.60 21390.00 8254.50 0 20.10 446.22 70.35 3.93 ) x 20.10 78.99 1.57 ) x 20.10 31.56 SUBTOTALS: 20.10 525.21 101.91 19 2421.00 5084.10 4599.90 0 3 221.00 Lin.Ft. 7160.40 000.00 361.00 Sq.Ft. 4512.50 1949.40 SUBTOTALS: 221.00 Lin.Ft. 11672.90 SUBTOTALS: 361.00 Sq.Ft. * TOTAL STRUCTURE SENSIBLE * 1949.40 • •• • • • • • OOOOOO ••• • • • •••• • • • •••• • •OOOOO • •• •• •OO•O • • • • • • ••••• • • •O•••• • • ••OOO• • • • 000000 • •O•OOO • • • •• • • • ••• • •••• •••• • •• • • • • • • • • • • •OOOOO •• •• • • •OO•OO •••• • • •••• OOOOOO • OO•OOO • •• • • • • • 113808.30 51588.67 OOOOOOOO OOOOOOO OOOOOOOOOOOO --------- 1 1 1 1 1 1 1• 1 1 1 1 1 1 1• 1 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • . • ••• • • • • ••• STRUCTURAL CALCULATIONS FOR ••• ••: ••: ••• •• • ••• TELESCO RESICDSNtE• : • •• • • • ••• . • . • • • • • • • ADDITION• • ••• • • • 136 NE 109TH STREET MIAMI SHORES, FL a3.161. •• ••• •• • • • • . • • • • • • • • • • • •• • • • • • ••• •• CI Y COPY l� �8 ARCHITECT: TELESCO ASSOCIATES 260 95TH STREET SUITE # 203 SURFSIDE, FL 33154 STRUCTURAL ENGINEER: VAZIRI & ASSOCIATES ING. 4993 -H SW 74 COURT MIAMI FLORIDA 33155 305-663-5617 1 i• 1 1 1 1 1 1. 1 SU BJ EC • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • ••• • ••• • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • TABLE OF CONTENTS •• • WIND PRESSURE CALCULATIONS MASONRY WALL CALCULATIONS BEAM CALCULATIONS ROOF CALCULATIONS •• • • • •• ••• •• • • • • • • • ••/� �± •• • • • • • ••• ,FrAGE STRUCTURAL CALCULATIONS FOR: TELESCO RESIDENCE ADDITION 86 NE 109TH STREET MIAMI SHORES, FLORIDA 33161 ARCHITECT: TELESCO ASSOCIATES 260 95TH STREET SUITE # 203 SURFSIDE, FL 33154 1 -15 1 6 -29 30 -34 35-40 VAZIRI AND ASSOCIATES INC. ASSUMES RESPONSIBILITY FOR BOTH MANUAL AND COMPUTER GENERATED CALCULATIONS CONTAINED HEREIN. TOTAL NUMBER OF PAGES CONTAINED IN THESE CALCULATIONS INCLUDING THIS COVER SHEET IS 41 VAZIRI & ASSOCIATES INC. STRUCTURAL ENGINEERS HD \ M N P.E. 610 EB 7 1 �J/ •2' 1 409 �1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • ••• • ••• • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • •• ••• •• • • • • • • • • • • • • • • • • • •• • • • • • ••• •• WIND PRESSURES CALCULATIONS VAZIRI & ASSOCIATES, INC. STRUCTURAL ENGINEERS 4993 S.W. 74 CT. UITE B IAMI, FL 33155 PH. 305.663.5617 FAX 305.663.5614 PROJECT: ••. • • • • SUBJECT: • • • • • • • • • • • • • • • • JOB NO.: 2a-196--o / DATE: 4„/11•-m9 • • • • •i• •; DESIGNED BY: • •• • • • • • • • • IR, • • Q • ••• • • • • • ; ••• • • • • .•• •• ; • • b M • ••• •• SHEET NO.: OF 1 SHEETS Design Inspection Restoration Investigation Reports ••, •: k F - i r tam a 4 i. i 1- A F + i • r +tiler From NEBS CU5T4 -M' °printing service 1-80U -888 -6327 NEf3S. Inc. Pnterbomugh, 7+103458 www.nnbs.com Ret. NO: G 095500974 1 VAZIRI ENGINEERING GROUP 4900 SOUTHWEST 74 COURT MIAMI, FS.,, .331155'• UW'663 -5617 iela Copyright 2000 by Tondelli EngineerVgi '.1 W, iTanp4, Florida LUSTOMER : TELESCO RESIDENCE NUMBER . 2005 -01 • ••• • ••• •£ATE 1/10/05 •CRIPTION : TWO STORY ADDITION & RENOVATION; ,s0 • ; •. . ; • •• • • • • . ••• • • • • ••• • • • • ••• WIND VELOCITY BXPOSURE CATEGORY UILDING CATEGORY IMPORTANCE FACTOR Kzt GUST FACTOR •• • • • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** MAIN WIND FORCE RESIST wCz Y$TFuS .: *.. • • . . . • • • • • = 146 MPH = 2 = 1.00 = 1.00 = 0.85 BUILDING DIMENSION BUILDING DIMENSION MEAN ROOF HEIGHT = DISTANCE, Z (ROOF SLOPE WALL WIND LOADS "'WINDWARD WALL : Cp 1/110WARD WALL : Cp t SIDE WALLS : Cp = -0.70 11 P = -40.0 PSF, GCpi = 0.18 P = -21.4 PSF, GCpi = -0.18 • • • • • ••• •• NORMAL TO WIND DIRECTION = 78.0 FT PARALLEL TO WIND DIRECTION = 55.0 FT 25.0 FT Kh = 0.945 25.0 FT Kz = 0.945 4.00 : 12 (18.43 DEG) = 0.80 = 25.8 PSF, GCpi = 0.18 44.4 PSF, GCpi = -0.18 = -0.50 = -31.2 PSF, GCpi = 0.18 = -12.6 PSF, GCpi = -0.18 ',,Refer to ASCE 7 -98 1 • • qh = 51.6 PSF qz = 51.6 PSF Figure 6 -9 for the Wind Pressure Combinations. 1 CUSTOMER : TELESCO RESIDENCE OICNUMBER : 2005 -01 CRIPTION : TWO STORY ADDITION & VAZIRI ENGINEERING GROUP 4900 SOUTHWEST 74 COURT MIAMI, EL,; 3r1-5. :.( ©5),663 -5617 Copyright 2000 by Tondelli Engineexini1, :P:bl,' : 'Pampa, Florida • • . ... . . • . ... IIWIND VELOCITY EXPOSURE CATEGORY ',IBUILDING CATEGORY IMPORTANCE FACTOR Kzt GUST FACTOR 1 1 1 • ••• • ••• • ••,DATE : 1/10/05 RENOVATIEO T ••• • •• ••. • • • • • • . . . • • • ... • • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** MAIN WIND FORCE RESISTIIlp.Sys gmq.; *;. • • •••••• • • • = 146 MPH C = 2 = 1.00 = 1.00 = 0.85 BUILDING DIMENSION BUILDING DIMENSION MEAN ROOF HEIGHT = DISTANCE, Z ROOF SLOPE ROOF WIND LOADS "NORMAL TO RIDGE 1 • 1 1 1 1 1 1 • • • • • • • • ••• •• NORMAL TO WIND DIRECTION = 78.0 FT PARALLEL TO WIND DIRECTION = 55.0 FT 25.0 FT Kh = 0.945 25.0 FT Kz = 0.945 4.00 : 12 (18.43 DEG) qh = 51.6 PSF qz = 51.6 PSF - WINDWARD : Cp = -0.47 P = -29.9 PSF, GCpi = 0.18 P = -11.3 PSF, GCpi = -0.18 : Cp = 0.02 P = -8.2 PSF, GCpi = 0.18 P = 10.4 PSF, GCpi = -0.18 PARALLEL TO RIDGE - HORIZ. DISTANCE FROM WINDWARD EDGE LEEWARD : Cp = -0.57 P = -34.2 PSF, GCpi = 0.18 P = -15.6 PSF, GCpi = -0.18 0 TO H/2 : Cp = -0.90 P = -48.7 PSF, GCpi = 0.18 P = -30.2 PSF, GCpi = -0.18 H/2 TO H : Cp = -0.90 P = -48.7 PSF, GCpi = 0.18 P = -30.2 PSF, GCpi = -0.18 H TO 2H : Cp = -0.50 P = -31.2 PSF, GCpi = 0.18 P = -12.6 PSF, GCpi = -0.18 > 2H S e of the above values may be er to ASCE 7 -98 Figure 6 -3. Refer to ASCE 7 -98 Cp = -0.30 P = -22.4 PSF, GCpi = 0.18 P = -3.9 PSF, GCpi = -0.18 reduced due to the Figure 6 -9 for applicable area. the Wind Pressure Combinations. 1 VAZIRI ENGINEERING GROUP 4900 SOUTHWEST 74 COURT MIAMI, $L.: 15.1. E+ 45;6'63 -5617 Copyright 2000 by Tondelli Enginee ling, :P.k :: Tempt., Florida STOMER : TELESCO RESIDENCE NUMBER : 2005 -01 • ••• • ••• • SCRIPTION TWO STORY ADDITION & RENOVATIpi • • II : •. • • • • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** : 1/10/05 ••••• • • • • • • • • • 1 1 WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt IIROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z 1 1 It 1 1 1 1 1 1 i• 1 * * * COMPONENTS AND CI,ADD] NG * ..* • e • • • = 146 MPH = C = 2 = 1.00 = 1.00 = 4.00 : 12 (18.43 DEG) = 130.0 FT2 = 25.0 FT = 25.0 FT ••• •• • Kh = 0.945 Kz = 0.945 • • • • WIND LOADS WALL AREA 4 5 GCp ( +) 0.803 0.803 GCp ( -) -0.903 -1.007 PRESSURE (psf) 50.7 50.7 SUCTION (psf) -55.9 -61.2 a 4 b • • . • • • ••• •• qh = 51.6 PSF qz = 51.6 PSF P = qh[ (GCp) - (GCpi)J GCpi = ± 0.18 BUILDING WIDTH = 20.0 FT CORNER DISTANCE, a = 3.0 FT 1 1 1 1 1 VAZIRI ENGINEERING GROUP 4900 SOUTHWEST 74 COURT MIAMI, WL.: 3 '1i M1663 -5617 Copyright 2000 by Tondelli Engineee14,iPi.; Tampa, Florida • • ... • • • • ... CUSTOMER : TELESCO RESIDENCE NUMBER : 2005 -01 ••• ••i i ••; ••. :DATE : 1 /10/05 SCRIPTION : TWO STORY ADDITION & RENOVATtOr • ; '. ' :: • ". 5- • • • • . • • • • • ... • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** • • • * * * WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z 1 1 4) 1 1 1 1 1 1 1 • 1 COMPONENTS AND C1.401,T4N C :t* ••• •• • . • • • • = 4.00 : 12 (18.43 DEG) = 50.0 FT2 = 25.0 FT = 25.0 FT •• • . . • • ••• •• Kh = 0.945 Kz = 0.945 WIND LOADS WALL AREA 4 5 GCp ( +) 0.877 0.877 GCp ( -) -0.977 -1.153 PRESSURE (psf) 54.5 54.5 SUCTION (psf) -59.7 -68.8 a 4 b qh = 51.6 PSF qz = 51.6 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 RUILDING WIDTH = 20.0 FT CORNER DISTANCE, a = 3.0 FT VAZIRI ENGINEERING GROUP 4900 SOUTHWEST 74 COURT MIAMI, �.L. :3$255.: 315•j:t63 -5617 in J, : P SAS : Tlmpa, Florida • •..... . ... ICUSTOMER : TELESCO RESIDENCE NUMBER 2005 -01 • •• •••• • : !ATE 1 /10 /05 • • ' SCRIPTION : TWO STORY ADDITION & RENOVATIJ • ; . ; • ". • ... • .. . • • •.• • • . . • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND clippqN • WIND VELOCITY = 146 EXPOSURE CATEGORY = C IBUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 45.0 FT2 ' MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 qh = 51.6 PSF DISTANCE, Z = 25.0 FT Kz = 0.945 qz = 51.6 PSF .. • • • • • ••• •• 1 1 1 40 1 1 1 1 WIND LOADS WALL AREA 4 5 GCp ( +) 0.885 0.885 GCp ( -) -0.985 -1.169 PRESSURE (psf) 54.9 54.9 SUCTION (psf) -60.1 -69.6 a 4 b P = qh[ (GCp) - (GCpi) J GCpi = ± 0.18 BUILDING WIDTH = 20.0 FT CORNER DISTANCE, a = 3.0 FT I VAZIRI ENGINEERING GROUP 4900 SOUTHWEST 74 COURT MIAMI, gj,•, 33155• :43.i51F63 -5617 Copyright 2000 by Tondelli Enginee1ini, :P.: : Tgrnp., Florida 7 • • ••• • • • • ••• I CUSTOMER : TELESCO RESIDENCE NUMBER : 2005 -01 •• ••• •• ••• ••• ;•DATE : 1/10/05 CRIPTION : TWO STORY ADDITION & RENOVATION • • • • • • • • • •• • • • • • • • • • • • 1 ** • • ••• • * DESIGN WIND LOADS - ASCE 7 -98 * ** * ** "WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C IBUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 40.0 FT2 MEAN ROOF HEIGHT = 25.0 FT IIDISTANCE, Z = 25.0 FT COMPONENTS AND cliapplNCi * ;* ••• • • • •••••• • • • 1 1 1 1 1 1 • 1 1 •• • • • •• • Kh = 0.945 Kz = 0.945 • • • • ••• •• WIND LOADS WALL AREA 4 5 GCp ( +) 0.894 0.894 GCp ( -) -0.994 -1.187 PRESSURE (psf) 55.4 55.4 SUCTION (psf) -60.5 -70.5 a 4 b • • qh = 51.6 PSF qz = 51.6 PSF P = gh[(GCp) - (GCpi)J GCpi = ± 0.18 BUILDING WIDTH = 20.0 FT CORNER DISTANCE, a = 3.0 FT VAZIRI ENGINEERING GROUP Copyright 2000 by Tondelli 4900 SOUTHWEST 74 COURT MIAMI, G, '1 , :3'5, :(3.Q51 :863 -5617 Engineet2h4,:P1A; : 144, Florida . . •:. : • • • ••• 1 CUSTOMER : TELESCO RESIDENCE NUMBER : 2005 -01 • •,•. • • •••. • ••DATE : 1/10/05 SCRIPTION : TWO STORY ADDITION & RENOVATI:0 •� • •� •• �• ' • • • • ..•• • .. • .... ... • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** II * ** COMPONENTS AND CLADDING *4* ,,, II' _ •• .s. .. . • WIND VELOCITY 146 MPH •: 1 VAZIRI ENGINEERING GROUP 4900 SOUTHWEST 74 COURT MIAMI, FLT. 3e•1�6, ;•(3,15'),663 -5617 Copyright 2000 by Tondelli Engineex�ng „P. ; T4mja, Florida • :.:. • I CUSTOMER : TELESCO RESIDENCE B NUMBER 2005 -01 • ••• • ••• • ••,DATE : 1/10/05 SCRIPTION : TWO STORY ADDITION & RENOVAT10ICI .' • ': • • :: �• i •• • ....... • ••• •. * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDI •• NG * ** .. • • • •. ••. • • • • • WIND VELOCITY = 146 MPH • EXPOSURE CATEGORY = C IBUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 1 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 30.0 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 qh = 51.6 PSF DISTANCE, Z = 25.0 FT Kz = 0.945 qz = 51.6 PSF 9 1 1 • • • • •• • • • • • ••• •• 1• 1 1 1 1 1 1 lo 1 1 WIND LOADS WALL AREA 4 5 GCp ( +) 0.916 0.916 GCp ( -) -1.016 -1.232 PRESSURE (Psf) 56.5 56.5 SUCTION (psf) -61.7 -72.8 a 4 b P = gh[(GCp) - (GCpi)1 GCpi = ± 0.18 BUILDING WIDTH = 20.0 FT CORNER DISTANCE, a = 3.0 FT 1 VAZIRI ENGINEERING GROUP 4900 SOUTHWEST 74 COURT MIAMI, Ft •35E,•• Copyright 2000 by Tondelli Engineertrfg: L2 .: • • • • • I CUSTOMER : TELESCO RESIDENCE AlliB NUMBER : 2005 -01 IMPSCRIPTION : TWO STORY ADDITION 1 'WIND VELOCITY EXPOSURE CATEGORY 'BUILDING CATEGORY IMPORTANCE FACTOR Kzt 'ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z 1 1 N 1 1 1 1 1 1 1 1 00)3 -5617 :Tnnpa., Florida • • • ••• • • • • ••• Id • ••• • ••• • •SATE : 1/10/05 & RENOVATIQN. .'•': •'••••• • • • • • • • • • • •• • •• • .•. • • •.. • • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING, *: = 146 MPH = C = 2 = 1.00 = 1.00 4.00 25.0 25.0 25.0 : 12 (18.43 DEG) FT2 FT FT • • • ••• • • • •• • ••• • • Kh = 0.945 Kz = 0.945 • • • WIND LOADS WALL AREA 4 5 GCp ( +) 0.930 0.930 GCp ( -) -1.030 -1.259 PRESSURE (psf) 57.2 57.2 SUCTION (psf) -62.4 -74.3 a 4 b Of • • • • ••• •• qh = 51.6 PSF qz = 51.6 PSF P = qh[ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 20.0 FT CORNER DISTANCE, a = 3.0 FT 1 VAZIRI ENGINEERING GROUP 4900 SOUTHWEST 74 COURT MIAMI, •FL • 3315.5 • (31JSt663 -5617 Copyright 2000 by Tondelli Engineerzrjg,; PJii. r•Smma, Florida tCUSTOMER : TELESCO RESIDENCE NUMBER : 2005 -01 SCRIPTION : TWO STORY ADDITION & RENOVAT :01N ,• • •; ••• 1 • • • • • • • • • • ••• • • • • ••• LIND VELOCITY EXPOSURE CATEGORY IBUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA 'MEAN ROOF HEIGHT DISTANCE, Z 1 1 14) 1 1 • • • • • • • e • • • * ** DESIGN WIND LOADS- ASCE•7 -98 * ** COMPONENTS AND CLADDING * ** •• • • • •• ••• •• = 146 MPH = 2 = 1.00 = 1.00 4.00 20.0 25.0 25.0 : 12 (18.43 DEG) FT2 FT FT • •••DATE • •• • • • • • * ** •• • • • • • • •• • • • • • ••• •• Kh = 0.945 Kz = 0.945 WIND LOADS WALL AREA 4 5 GCp ( +) 0.947 0.947 GCp ( -) -1.047 -1.294 PRESSURE (psf) 58.1 58.1 SUCTION (psf) -63.3 -76.0 a 4 b • : 1/10/05 qh = 51.6 PSF qz = 51.6 PSF P = qh [ (GCp) - (GCpi) 11 GCpi = ± 0.18 BUILDING WIDTH = 20.0 FT CORNER DISTANCE, a = 3.0 FT 1 VAZIRI ENGINEERING GROUP 4900 SOUTHWEST 74 COURT MIAMI, . FL. •33135 • Copyright 2000 by Tondelli Engine .gi 1 CUSTOMER : TELESCO RESIDENCE NUMBER : 2005 -01 SCRIPTION : TWO STORY ADDITION 1 1 WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY II IMPORTANCE FACTOR Kzt 1 ROOF SLOPE TRIBUTARY AREA "MEAN ROOF HEIGHT DISTANCE, Z 1 1 1 * ** • • • • • • • • ••• • • • • • (30 E.).663 -5617 •fiarra, Florida • ••• • ••• • ••• • & RENOVAZI pN . • • • ; . • • • • • • • • • • • • •• • • • • • • • • DESIGN WIND LOADS - .ASCE•7 -98 * ** * * * = 146 MPH = C = 2 = 1.00 = 1.00 4.00 15.0 25.0 25.0 COMPONENTS AND CLADDING * ** : 12 (18.43 DEG) FT2 FT FT /2 ...DATE : 1/10/05 • •• • • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• Kh = 0.945 Kz = 0.945 WIND LOADS WALL AREA 4 5 GCp ( +) 0.969 0.969 GCp ( -) -1.069 -1.338 PRESSURE (psf) 59.3 59.3 SUCTION (psf) -64.4 -78.3 a 4 b qh = 51.6 PSF qz = 51.6 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 20.0 FT CORNER DISTANCE, a = 3.0 FT 1 VAZIRI ENGINEERING GROUP 4900 SOUTHWEST 74 COURT MIAMI, EL :3e.154% • (305•)•663 -5617 /3 Copyright 2000 by Tondelli EngineeXtng,: P;. .: 'r mna, Florida 1CTTSTOMER : TELESCO RESIDENCE NUMBER : 2005 -01 • • • • • • • • • • ••• • • • • ••• • .•. • ••• • •••ATE : 1 /10 /05 CRIPTION : TWO STORY ADDITION & RENOVATION .• • •: • . . .• • • • • • •• • • • • • • • • • • • • • * ** DESIGN WIND LOADS•- ASCE•7 98 * ** • IIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C "'BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 * ** COMPONENTS AND CLADDING * ** • • Kzt 'ROOF SLOPE TRIBUTARY AREA "MEAN ROOF HEIGHT DISTANCE, Z 1 1 N 1 1 1 1 1 i 1 = 1.00 = 4.00 : 12 (18.43 DEG) = 10.0 FT2 = 25.0 FT = 25.0 FT • • • • • •• • • • • • ••• •• Kh = 0.945 Kz = 0.945 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 60.9 60.9 SUCTION (psf) -66.0 -81.5 a 4 b qh = 51.6 PSF qz = 51.6 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 20.0 FT CORNER DISTANCE, a = 3.0 FT 1 VAZIRI ENGINEERING GROUP 4900 SOUTHWEST 74 COURT MIAMI,. 3x3 FL• •155 • (, 0frp663 -5617 Copyright 2000 by Tondelli En ine•ri• g � �.v, P „4.4 ' lartlpa, Florida • • • • • • • • CUSTOMER : TELESCO RESIDENCE NUMBER : 2005 -01 ••• �•• .•. SCRIPTION : TWO STORY ADDITION & RENOVA'�IpN.' • ': •' • • a••• •• ... . •. •••• • * ** DESIGN WIND LOADS - •ASCE•7 -98 * ** • * ** COMPONENTS AND CLADDING * ** IIWIND VELOCITY = 146 MPH •• EXPOSURE CATEGORY = C •• • • • • • ••• •• • I BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 IIROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 100.0 FT2 IMEAN ROOF HEIGHT = 25.0 FT sTOE, Z = 25.0 FT 1 10 1 1 1 1 1 1 1 • 1 1 Kh = 0.945 Kz = 0.945 /'1 DATE : 1/10/05 qh = 51.6 PSF qz = 51.6 PSF GABLE /HIP ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.300 0.300 0.300 GCp ( -) -0.800 -1.400 -1.400 PRESSURE(psf) 24.8 24.8 24.8 VERT. COMP. 23.5 23.5 23.5 HORIZ. COMP. 7.8 7.8 7.8 SUCTION(psf) -50.6 -81.5 -81.5 VERT. COMP. -48.0 -77.3 -77.3 HORIZ. COMP. -16.0 -25.8 -25.8 a a a a 2 1 2 2 1 2 3 3 3 3 P = qh[ (GCp) - (GCpi)1 GCpi = ± 0.18 BUILDING WIDTH = 20.0 FT CORNER DISTANCE, a = 3.0 FT 1 VAZIRI ENGINEERING GROUP 4900 SOUTHWEST 74 COURT MIAMI,•FL• •301i5:,(.30663-5617 Copyright 2000 by Tondelli Engineiri;ig, 1,14 • ] anpa, Florida "CUSTOMER : TELESCO RESIDENCE NUMBER : 2005 -01 • ••• , ••• , •,• DATE : 1/10/05 SCRIPTION : TWO STORY ADDITION & RENOVA=N •' • • ; : :• 1 1 1 1 • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • * ** DESIGN WIND LOADS - •ASCE•7 -98 * ** • * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z N 1 1 1 1 1 1 1 1� 1 = 1.00 = 4.00 : 12 (18.43 DEG) = 9.0 FT2 = 25.0 FT = 25.0 FT •• • • • •• ••• •• • • • • •• • • • • • ••• •• Kh = 0.945 Kz = 0.945 qh = 51.6 PSF qz = 51.6 PSF GABLE /HIP ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.500 0.500 0.500 GCp ( -) -0.900 -2.100 -2.100 PRESSURE(psf) 35.1 35.1 35.1 VERT. COMP. 33.3 33.3 33.3 HORIZ. COMP. 11.1 11.1 11.1 SUCTION(psf) -55.7 -117.6 -117.6 VERT. COMP. -52.8 -111.6 -111.6 HORIZ. COMP. -17.6 -37.2 -37.2 a a a a 2 1 2 2 1 2 3 3 3 3 P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 20.0 FT CORNER DISTANCE, a = 3.0 FT 1 1 1 1 1 1 It 1 1 1 1 1 1 1 • 1 • • ••. • • • .•• •• • •• •• • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • ... • ... • ... • • • .. • • • • • • • • • • • • • • • • • • • • • • ... • • • .. • • • .. ... .. . • • .. • • • • • ... .. MASONRY WALL CALCULATIONS 1 VAZIRI & ASSOCIATES, INC. S,TE TRUCTURAL ENGINEERS 93 S.W. 74 CT. B MIAMI, FL 33155 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PH. 305.663.5617 FAX 305.663.5614 PROJECT: • • • • • • • • • • SUBJECT: • • • • • • • • • SeN�� UuAtC•t•14 -et 1tkrra JOB NO.: 2aoc o l DATE: • e • i { • ipit • • • • DESIGNED BY: •• . • ••• .•• s • •• • • • • SHEET NO.: I bl OF SHEETS Design Inspection Restoration Investigation Reports OL- S -, owAtf o Ire • • • • • •T • 7• ••j 41 • • • •1 • • 4 C. r 7 . / d�'e6 D J1 Reorder From NEBS t313T &M"'prInUng servke 1 -800- 888 -6327 NESS. Inc. Poterborough. NH 034.58 www.nebs corn Ref. No. G 085500394 i• '1 1 1 1 1 1 1 1• 1 1 1 1 1 1 1 • 1 4-4s- e ® 4-b c •..1••.�• w� `7 • • • • • ••• • • MASONRY -- Concrete Masonry 4Siin:S4sten't •' • National Concrete Masonry Association Prjct: 2005 -01 Topic: FIST MAS WALL (W/ CONC. SLAB) Page: Ngn; e7 L,ES 0 TEESp�I �C , Dptg: - 10 -05; • • ; ; • • Ch'kd:•.R. ••• • • • Design of a Reinforced Masonry Wall with Out -of -Plane Loitds• • • Using the 1999 MSJC ASD Design Code •• ••• •• • • • • • •• • • • • • ••• •• Material and Construction Data 8 in. CMU, Partial grout, running bond Wall Weight = 42.5 psf (From Tables) Type S mortar Masonry cement / Air - entrained PCL Mortar, Coarse Grout CMU Concrete Density = 115 pcf Unit Compressive Strength = 1900 psi fm = 1500 psi (From Tables) Em = 900fm = 1350000 psi Wall Design Details Thickness = 7.625 in. Height = 150 in. (Simply Supported Wall, Effective height = H) x = 3.813 in. #5 Bars, Grade 60 Reinforcement Spacing = 40 in. On- Center Wall Support: Simply Supported Wall Specified Load Components Load P (lb) e (in) W1(psf) W2 (psf) L (in) hi (in) h2 (in) Dead 1800 0 0 0 0 0 150 Live 250 0 0 0 0 0 150 Soil 0 0 0 0 0 0 150 Fluid 0 0 0 0 0 0 150 Wind 0 0 60 60 0 0 150 Seismic 0 0 0 0 0 0 150 Roof 0 0 0 0 0 0 150 Rain 0 0 0 0 0 0 150 Snow 0 0 0 0 0 0 150 use 4e, • ... .... / �/ r • • • • • • • • • • • . • • • • • ••• • • • MASONRY -- Concrete Matonl Deligh Sytterrt ••• National Concrete Masonry Association Prjct: 2005 -01 Topic: FIST MAS WALL (W/ CONC. SLAB) Page: None t,EstO Date j 10 05; • ; • ; • Chkd:S.R. ••• ' • • •• • • • •. ••• •. • • • • • .. • • • .. • • • • • Controlling Load Cases Section Forces with Controlling Flexure and Axial Load - -D + W x/H = 0.520 from bottom of wall V = -15 lb /ft ML = 14040 lb -in. /ft P= 2055 lb/ft aten =0 in MT = ML + Pen = 14040 fb -in /ft Moment Capacity = 16628.861 lb-in/ft (1385.7384 lb-ft/ft) at this axial load Shear Capacity = 1104.587 lb/ft The wall is adequate for these critical section forces. Section Forces with Controlling Shearing Force - -D + L + Lr + S + R + W x/H = 0.000 from bottom of wall V = 375 lb/ft ML = 0 lb-In./ft P= 2581.25 lb/ft aten =0in MT = ML + Pen = 01b -in /ft Moment Capacity = 17492.409 lb-in/ft at this axial load Shear Capacity = 1104.587 lb/ft The wail is adequate for these critical section forces. These were found to be load cases that controlled the design. The flexural, shear and axial forces shown are those occuring at the critical section for the case controlled by flexure and at the critical section for the case controlled by shear. The following design calculations are for the section with controlling bending moment Section Design Forces Used 1 1 1 1 14) 1 1 1 1 1 1 1 1� 1 • • •0• • • • • • 1000 •. 10• • • • • • . • • /cTPJ/ GtJ • • 10. • • • • ... • r�T r • • • • • •0. • • • • • • • • • • • • • • MASONRY -- Concrete Matonrg Deligt Syttent ••• National Concrete Masonry Association S 1, red C, Prjct: 2005 -01 Topic: FIST MAS WALL (W/ CONC. SLAB) Page: Nerrie :j- €LES O 'FV6J Nci.* Doti: 10 05; . • • • . 0 Chkd: S • • .R. •• • v = -lo JD /Tt (Uomputea trom uoaas) ML = 14040 lb-in./ft (Computed from Loads) P = 2055 lb /ft at e = 0 in (Computed from Loads) Computed Design Values Note: 1/3 stress increase was used Effective Width = 40 in. Web Width = 8.313 in. on effective width Allowable Shearirtg Force = 1104.59 lb /ft The wall is adequate in shear •• • • • • • • •0 •.• .• • • • • • • . Required As = 0.2108 in2 each reinforced cell (0.06324 in2 /ft) OK d =3.813 in. n = 21.48 kbalanced = 0.3092 'balanced = 0.8969 k = 0.2913 j = 0.9029 Pmax (Compression) = 59494.5 fbs (17848.4 lbs /ft) OK Pmax (Tension) = 9920 Ibs (2976 lbs/ft) OK The wall has adequate capacity. • • • • •.•. .• .• • • • • • • • • • ••• • • • • • • • • e••..• • • . ••..• • • MASONRY -- Concrete Mason D'e'sin'System National Concrete Masonry Association -14)"e3. lsT�la� ,w,eil Prjct: 2005 -01 Topic: FIST MAS WALL (W/ CONC. JOIST) Page: . . • .•• Ntrre:..TELES. ZO Mitt:: -10 -Oar • : 0 • • Ch d'S.R. '•' • • • Design of a Reinforced Masonry Wall with Out -of -Plane Lratll • •• ••• •• • Using the 1999 MSJC ASD Design Code • • • • •• • • • • • ••• •• Material and Construction Data 8 in. CMU, Partial grout, running bond Wall Weight = 42.5 psf (From Tables) Type S mortar Masonry cement / Air - entrained PCL Mortar, Coarse Grout CMU Concrete Density = 115 pcf Unit Compressive Strength = 1900 psi f'm = 1500 psi (From Tables) Em = 900f'm = 1350000 psi Wall Design Details Thickness = 7.625 in. Height = 150 in. (Simply Supported Wall, Effective height = H) x =3.813 in. #5 Bars, Grade 60 Reinforcement Spacing = 40 in. On- Center Wall Support: Simply Supported Wall Specified Load Components Load P (lb) e (in) W1(psf) W2 (psf) L (in) hl (in) h2 (in) Dead 1900 0 0 0 0 0 150 Live 400 0 0 0 0 0 150 Soil 0 0 0 0 0 0 150 Fluid 0 0 0 0 0 0 150 Wind 0 0 60 60 0 0 150 Seismic 0 0 0 0 0 0 150 Roof 0 0 0 0 0 0 150 Rain 0 0 0 0 0 0 150 Snow 0 0 0 0 0 0 150 - • • ••• • • • ••• •••• • •••••• • ••• • ••••• • • • • • • ••• • • • • • • • MASONRY -- Concrete MAsonfy tf4sitn'Systerh "' National Concrete Masonry Association Prjct: 2005 -01 Topic: FIST MAS WALL (W/ CONC. JOIST) Page: e:7,1FIELESiQO RLSIDErC • V. -10-03 • : :: • Ch•kd:•S.R. ••• • • • .. • • • •• ••• •• • • • • • • • • • Controlling Load Cases Section Forces with Controlling Flexure and Axial Load - -D + W x/H = 0.520 from bottom of wall V = - 151b /ft ML = 14040 lb-in./ft P= 2155 lb/ft aten =0 in MT = ML + Pen = 14040 lb -in /ft Moment Capacity = 16791.364 lb-in/ft (1399.2804 lb-ft/ft) at this axial load Shear Capacity = 1104.587 lb/ft The wall is adequate for these critical section forces. Section Forces with Controlling Shearing Force - -D + L + Lr + S + R + W x/H = 0.000 from bottom of wall V = 375 lb/ft ML = 01b -in. /ft P = 2831.25 lb/ft at en = 0 in MT = ML + Pen = 0 lb -in /ft Moment Capacity = 17905.937 lb-in/ft at this axial load Shear Capacity = 1104.587 lb /ft The wall is adequate for these critical section forces. These were found to be load cases that controlled the design. The flexural, shear and axial forces shown are those occuring at the critical section for the case controlled by flexure and at the critical section for the case controlled by shear. The following design calculations are for the section with controlling bending moment Section Design Forces Used .•••.••. . •• •• • • • •• . ••• • •••S• • • • ••• • • MASONRY -- Concrete Masonrf E71lgh iy;terrf National Concrete Masonry Association `Pd._ c. 3/ 1•(7/rte- ••. Prjct: 2005 -01 Topic: FIST MAS WALL (W/ CONC. JOIST) Page: Nirce:* -RL tipEtlfE..` Dct4 t -10 -05 • .: • S • Chltd: S.R. ••• • • • v = -i5 to /tt (t;omputea rrom Loads) ML = 14040 lb-in./ft (Computed from Loads) P = 2155 lb /ft at e = 0 in (Computed from Loads) Computed Design Values Note: 1/3 stress increase was used Effective Width = 40 in. Web Width = 8.313 in. on effective width Allowable Shearing Force = 1104.59 lb /ft The wall is adequate in shear •• • • • •• ••• •• •• • • • • • • • •• • • • • • ••• •• Required As = 0.2004 in2 each reinforced cell (0.06011 in2 /ft) OK d = 3.813 in. n = 21.48 kbalanced = 0.3092 lbalanced = 0.8969 k = 0.2913 = 0.9029 Pmax (Compression) = 59494.5 Ibs (17848.4 lbs /ft) OK Pmax (Tension) = 9920 lbs (2976 Ibs /ft) OK The wall has adequate capacity. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 VAZIRI & ASSOCIATES, INC. STRUCTURAL ENGINEERS 993 S.W. 74 CT. UITE B MIAMI, FL 33155 PH. 305.663.5617 FAX 305.663.5614 PROJECT: -net- e tzie:V44 ° • • A • • • • • • • SUBJECT: • • • • • • • • • • • • • • • SHEET NO.: /qAa9 AJ otr ?.?2e1) LA-1-7 1.1A-12- sli) -4.6M JOB NO.: DATE: is o • • ?/0-b ) 01:-1/ I" 19•C • • • • g rr • • • VI D•ESIGNEDAY• • • • 5, of14._ • • • • • • • • • •■■ • • • • • • • • **: . • • • • • • • tvi ••• • , • I • • • 411: • • • Si 4• sio• ?■ • • • •• ereA s 6.1 te* • 0405 OF SHEETS Design Inspection Restoration Investigation Reports + I • 0 40 1- -t 3. r • Reorder From NESS CUSTB-itrprinting service I-900-F913-5327 NEBS, Inc. Peterhorough, N1 03458 Ancir.nebs.com Ref. t,1o: 0 095500904 .... • • •••�,�1 w • • •• •• • • • • • ••••• • •. • • • ••• • • • MASONRY -- Concrete Ma4iru Design Siitem National Concrete Masonry Association Prjct: 2005 -01 Topic: SECOND FLOOR MASONRY WALL Page: Ni:riiegitE1EtrO FIESjD NCr; Dptg: X005. • • • • S.R. • ••• • • Design of a Reinforced Masonry Wall with Out -of -Plane Loads.** •• • • • •• Using the 1999 MSSC ASD Design Code • • • • • •• ••• • • • • • •• Material and Construction Data 8 in. CMU, Partial grout, running bond Wall Weight = 42.5 psf (From Tables) Type S mortar Masonry cement / Air - entrained PCL Mortar, Coarse Grout CMU Concrete Density = 115 pcf Unit Compressive Strength = 1900 psi fm = 1500 psi (From Tables) Em = 900fm = 1350000 psi Wall Design Details Thickness = 7.625 in. `/ Height = 114 in. (Simply Supported Wall, Effective height = H) x =3.813 in. #5'ars, Grade 60 j Reinforcement Spacing = 40 in. On- Center Wall Support: Simply Supported Wall Specified Load Components Load P (lb) e (in) W1(psf) W2 (psf) L (in) hl (in) h2 (in) Dead 150 `./ 0 0 0 0 0 114 i/ Live 0 0 0 0 0 0 114 Soil 0 0 0 0 0 0 114 Fluid 0 0 0 0 0 0 114 Wind 0 0 62 ✓ 62 r/ 0 0 114 Seismic 0 0 0 0 0 0 114 Roof 0 0 0 0 0 0 114 Rain 0 0 0 0 0 0 114 Snow 0 0 0 0 0 0 114 ••• • • •• • • • •• ••• • • • • • • ••• • fhxrt,oxte MASONRY -- Concrete Ma €orx-y Desegre tern • National Concrete Masonry Association Prjct: 2005 -01 Topic: SECOND FLOOR MASONRY WALL Page: mafne ?wEL CO ?ES•IE IC3'; safe 1.1b- b • ••• 14cl' R. •' • • • • •• ••• •• • • • •• • • • • • • • •• ••• • • • • • •• Controlling Load Cases Section Forces with Controlling Flexure and Axial Load - -D + L + Lr + S + R + W x/H = 0.520 from bottom of wall V = -11.78 lb /ft ML = 8379.8208 lb -in. /ft P= 343.8 lb/ft aten =0 in MT = ML + Pen = 8379.8208 ib -in /ft Moment Capacity = 11529.469 lb-in/ft (960.78905 lb -ft /ft) at this axial load Shear Capacity = 1104.587 lb /ft The wall is adequate for these critical section forces. Section Forces with Controlling Shearing Force - -D + L + Lr + S + R + W x/H = 0.000 from bottom of wall V = 294.5 lb/ft = 0 lb-in./ft P= 553.75 lb/ft aten =0in MT = ML + Pen = 0 lb -in /ft Moment Capacity = 12227.211 lb -in /ft at this axial load Shear Capacity = 1104.587 lb /ft The wall is adequate for these critical section forces. These were found to be load cases that controlled the design. The flexural, shear and axial forces shown are those occuring at the critical section for the case controlled by flexure and at the critical section for the case controlled by shear. The following design calculations are for the section with controlling bending moment Section Design Forces Used 13 1 Prjct: 2005-01 1 Topic: SECOND FLOOR MASONRY WALL Page: ••• • • • •••• .• •. • • • •• • • • • • • • ••• • • • MASONRY -- Concrete MAtnry D ;sl'grt Slittein National Concrete Masonry Association • Vine fEJ oO ESIQ�Nc : Ida e; 1;10 Q5. • • • Cl' kd: 5.R. • "' • v = - 11.125 mitt (Uomputea trom Loaas) ML = 8379.8208 lb-in./ft (Computed from Loads) P = 343.8 lb /ft at e = 0 in (Computed from Loads) Computed Design Values 1 Note: 1/3 stress increase was used Effective Width = 40 in. Web Width = 8.313 in. on effective width 1 1 1 Allowable Shearing Force = 1104.59 lb /ft The wall is adequate in shear •• ••• •• • • • •• . • • • • • • • • •• ••• • • • • • •• Required As = 0.2123 in2 each reinforced cell (0.06369 in2 /ft) OK d = 3.813 in. n = 21.48 kbalanced = 0.3092 !balanced = 0.8969 k = 0.2317 j= 0.9228 The wall has adequate capacity. Pmax (Compression) = 64495.2 Ibs (19348.6 tbs /ft) OK Pmax (Tension) = 9920 Ibs (2976 Ibs /ft) OK 1 1 1 1 1 31 2k 1 1 • 1 1 VAZIRI & ASSOCIATES, INC. STRUCTURAL ENGINEERS 4993 S.W. 74 CT. SUITE B MIAMI, FL 33155 PH. 305.663.5617 FAX 305.663.5614 PROJECT: :e4frf tA " SUBJECT: • • • • • • • • • • `�• • • • • • JOB NO.: DATE: DESIGNED /� •/� p� 1 DESIGNED BY: Ze p c-O • • ri 1 Q -•4 S j • • •. • • • • jj • • • SHEET NO.: 21 OF SHEETS Design Inspection Restoration Investigation Reports • • • 1 repsvr,e pror“aee- sat, ft a • • • ' • '• • •; • • • I. •°,4711 - -k • i •• • 1• •i • r•• ;_•__.� •__•_ •.__+____� • .i •• • • i• • • •• r pt- } Renr4er From NEBS CUSTt -M- 'printing service 1.800. 888 -5327 NESS, Inc. Pcterbotough, Nil 03458 wmo.nehs.com Ref. No: G 09550099, 1 1 1 1 1 1 1 1 It 1 1 1 1 1 1 i• 1 VAZIRI & ASSOCIATES INC. STRUCTURAL ENGINEER 4993SOUTH WEST 74 COURT suite " B " MIAMI FLORIDA 33155 • Attlee: • • PsgDP:. *:: : •Deseriptio�n I • • • • • • • ••• • • • • Scope : ••• • • • • • • • Date: • • • • • • • • • • • • ••• • • FLUSH COLUMN FOR 3' DOOR OPEMINt3AT SECOND FLOOR Wall Height Thickness Rebar Size Rebar Spacing Reber Location Seismic Factor Seismic Zone 9.5(X? ft 8 in 5 8.000 in Center Column Width used Block Type Bearing Plate Width Column Width 0.000 Load Duration Factor 0 Wall Wt Multiplier s• .•• Job # 2g • • •; :Ci;icQla4o4$re *Signed to 1997 UBC Requirements • • • Vi 9Incl • • • ''!T • • • 1,500.0 psi 8.000 in Fs 24,000.0 psi Em=fm* 900.0 Special inspection Solid Grouted E 1350,000.0 psi n 21.481 16.000 in 16.000 in 1.330 1.000 Uniform Loads Dead Load Live Load ...eccentricity ...load Type Wind Load 300.00 #/ft 0.00 #/ft 0.000 in Roof 136.00 psf Girder Load Dead Load Live Load ...eccentricity ...load Type 0.00 Ibs 0.00 lbs 0.000 in Roof Deslga Values Allow Brg. Stress Allow Axial Stress Reduction Factor Allow Masonry Bending Max. Allow Moment w/o Axial Load Max. Axial Load w/o Moment 390.00 psi 358.19 ,psi 0.86 495.C10 psi 1,924.02 ft-# 43,556.26 Ibs Rebar Area Reber Depth Wall Weight np Radius of Gyration Moment of Inertia 0.620 1n2 3.810 in 84.000 psf 0.2185 k 0.4777 0.8408 2/kj 4.9795 2.205 in 443.320 in4 a.0 is Cziii8bitm€l£%a & Sit- Top of Wall DL + LL Btwn. Base & Top of Wall DL + LL + Wind DL + LL + Seismic Required Bearing Area Moment ft-# 0.00 2,045.66 0.00 0.00 in2 Axial lbs 400.0 Bending & Axial Stresses Steel Masonry Axial Stress 0.00 0.00 3.29 932.0 12,360.24 526.30 932.0 0.00 Req'd Bearing Length 0.00 7.66 7.66 0.00 in 9.5i1f1 high, o 13-niY a to 9Gei2 c,e. er , dpe aj SisL i Gnaw. Goveming Load Combination is.... Dead + Live + Wind Between Top & Bottom Masonry Bending Stress Steel Bending Stress Masonry Axial Stress Combined Stress Ratio 526.30 psi 12,360.24 psi 7.66 psi 1.0846 < 1.3300 (allowable) Maximum of fb/Fb + fa/Fa -or- fs /Fs . 0.009 1.085 0.021 igai% : K Girder + Uniform Dead Loads Girder + Uniform Live Loads Wail Weight mid - height DL Moments © mid - height LL Moments t mid - height 400.00 lbs 0.00 Ibs 532.00 lbs 0.00 ft-# 0.00 ft-# Girder DL Moments Girder LL Moments Wind Moment Mid -Ht Seismic Moment Mid -Ht TOW 0.0 0.0 Mid-Ht 0.0 ft-# 0.0 ft-# 2,045.66 ft-# 0.00 ft-# I i 1 1 1 1 1 1 1 It 1 1 1 1 1 1 1 • 1 VAZIRI & ASSOCIATES INC. STRUCTURAL ENGINEER 4993SOUTH WEST 74 COURT suite " B " MIAMI FLORIDA 33155 • •• •• • • Gagne: • • • • EtsctlAtioit `: ••• • • • • Scope: • ••• • ••• • • Job# • ••••.Date: .: • • • • • • ••• • • 29 FLUSH COLUMN FOR 5' WINDOW OFNIING AT SECOND FLOOR •• ••• •• • • • •• • • • alaulatlons+are designed to 1997 UBC Requirements • fin • • • 1,500.0 psi Fs 24,000.0 psi Em = fm * 900.0 Special Inspection 24.000 in Solid Grouted E 1350,000.0 psi n 21.481 Genera! trftrtrattk: Wall Height 9.500 ft Thickness 8 in Reber Size 5 Rebar Spacing 8.000 in Rebar Location Center Seismic Factor Seismic Zone 0.000 Block Type Bearing Plate Width Column Width Column Width used Load Duration Factor 0 Wall Wt Multiplier • • Nerrnai Wt• • 8.000 in 24.000 in 1.330 1.000 Uniform Loads Dead Load Live Load ...eccentricity ...load Type Wind Load 300.00 #/ft 0.00 #/ft 0.000 in Roof 157.00 psf Girder Load Dead Load Live Load ...eccentricity ...Iced Type 0.00 lbs 0.00 lbs 0.000 in Roof "DP Allow Brg. Stress Allow Axial Stress Reduction Factor Allow Masonry Bending Max. Allow Moment wlo Axial Load Max. Axial Load wlo Moment 390.00 psi 358.19 psi 0.86 495.00 psi 2,886.02 ft-# 65,334.40 Ibs Rebar Area Rebar Depth Wall Weight np Radius of Gyration Moment of Inertia 0.930 in2 3.810 in 84.000 psf 0.2185 k 0.4777 0.8408 2/11 4.9795 2.205 in 443.320 in4 €:7 v& ?€#&ziOfgz Stvess Details' Top of Wall DL + LL Btwn. Base & Top of Wall DL + LL +Wind DL + LL + Seismic Required Bearing Area Moment Axial ft-# lbs 0.00 600.0 3,542.31 0.00 0.00 in2 Bending & Axial Stresses Steel Masonry Axial Stress 0.00 0.00 3.29 1,398.0 14,268.81 1,398.0 0.00 Req'd Bearing Length 607.56 0.00 Maximum of fb/Fb + fa/Fa -of- fs / Fs . 0.009 7.66 1.249 7.66 0.021 0.00 in 9.50 E '8. ic(({ thick tm' #5 (C 8_ Win a.c. % ot. tte . S eer;iit i {fspectiorf. Solid Gruated Goveming Load Combination is.... Dead + Live + Wind Between Top & Bottom Masonry Bending Stress Steel Bending Stress Masonry Axial Stress Combined Stress Ratio 607.56 psi 14,268.81 psi 7.66 psi 1.2488 < 1.3300 (allowable) Girder + Uniform Dead Loads Girder + Uniform Live Loads Wall Weight @i mid - height DL Moments c mid - height LL Moments @ mid - height 600.00 Ibs 0.00 Ibs 798.00 Ibs 0.60 ft-# 0.00 ft-# Girder DL Moments Girder LL Moments Wind Moment t Mid -Ht Seismic Moment @ Mid -Ht TOW Mid -Ht 0.0 0.0 ft- # 0.0 0.0 ft-# 3,542.31 ft-# 0.00 ft-# •.. • • • ... • • • .• • .• • • • 00 • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••. • • ••• • •.• • ••. • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• ••• •. • • • •• • • • • • • • • • •• ••• • • • • • •• BEAM CALCULATIONS VAZIRI & ASSOCIATES, INC. SITRUCTURAL ENGINEERS 3 S.W. 74 CT. TE B MIAMI, FL 33155 PH. 305.663.5617 FAX 305.663.5614 PROJECT: -t - ems;• - belt: SUBJECT: • • ••. • • • ••• • • • • • • • • • • • JOB NO.: ?-ere S-d/ DATE ••. • ••• , 'X /j/—w S DESIGNED BY: • •• • • • • • • • • • • • SHEET NO.: 30 OF SHttlb Design Inspection Restoration Investigation Reports • S • •I �! gp— qv • ••• • . M • •• {. Of • • •.• : • is • •• • • • • • it ' •`-s--S- - -•-- s --s --•---t •• ••• • i s • • ; •• 4 a it Reorder From NEBS CUSTUM' "printing service 1.800 -808 -0327 Nam Petert oroogh, NH 03458 www.nebs.com t J NOM Olga 1 1 1 1 1 1 1 1 1* 1 1 1 1 1 1 1 1� 1 VAZI R I & ASSOCIATES, INC. T R U C T U R A L ENGINEERS 993 S.W. 74 CT. SUITE B MIAMI, FL 33155 PH. 305.663.5617 FAX 305.663.5614 PROJECT: 1 7:..e4.60/4&71/-e-e. • • • • • • • • • • SUBJECT: ` SHEET NO.: JOB NO.: DATE: 6"." o / l•N i K/ •J • • • • DESIGNED B: • • •• • • • • • • • • • • OF SHEETS •• III • ! • • .,•• w• • •` "t • • • • • • i1 • •/ • •, • •• .4 • j• 1;•• • • • ••• • • ••• i, • • • • i • Design Inspection Restoration Investigation Reports 4 4 FA-4 A 4 Reorder From NESS CUSTCM' "printing service 1-800 -888 -0327 NESS, Inc. Peterbonnigh, NH 03458 www.nobs.com Ref. No: G 095500954 VAZIRI & ASSOCIATES, INC. TR U C T U R A L ENGINEERS 3 S.W. 74 CT. ITE B MIAMI, FL 33155 PH. 305.663.5617 FAX 305.663.5614 PROJECT: SUBJECT: • • • • • • • • • • • • • • • • • JOB NO.: 2�S 4 5dD / DATE: hh • • • • DESIGNED BY: • • • • ..� • • • • • • • • • SHEET NO.: OF SHEETS Design Inspection Restoration Investigation Reports 1 1 1 1 1 1 1 1 1 1 1 1 • 0 • • : •. • • • • ••• • • • • • r Reorder From NEBS CUST6=M'printing service 1 -800- 888.6327 NESS, Lnc. Pfed)oroogn, NH 03458 wwm.nebs.com Ref. No G 095500996 1 VAZIRI & ASSOCIATES, INC. R U C T U R A L ENGINEERS 3 S.W. 74 CT. FT E B MIAMI, FL 33155 PH. 305.663.5617 FAX 305.663.5614 PROJECT: 1 l 4o SUBJECT: • • • • ••• • • • • • • • • • • • LD .0 ( 12 ' /fl 2/:,re e47/4Us' JOB NO.: 2dD�— al DATE: ,p f DESIGNED BY: • r,,Q.,> • i • • � • • • • • • • • • • • • • • • • .: • • • • • • • • •t• •t •' SHEET NO.: OF SHEETS Design Inspection Restoration investigation Reports a 60 4 r r 4 Reorder Rom NESS CUST( M"'printing service 1-800- 888-8327 NE8S, Inc. Peterboraigh, NH 03458 www.nebacom Rol. Nn: G 095530994 VAZIRI & ASSOCIATES, INC. R U C T U R A L ENGINEERS 3 S.W. 74 CT. ,TE B MIAMI, FL 33155 PH. 305.663.5617 FAX 305.663.5614 PROJECT: • • • • • SUBJECT: • • • • • • • • • • • • • • • • • SHEET NO.: JOB NO.: DATE: ••• • ••• DESIGNED BY: • • • •'• • • • • 3 (l OF SHEETS Design Inspection Restoration Investigation Reports • • • • : • • •• • • ••. • • AAA it • • • V• • • •, • i • • •• • •s • i• ••• • • • • • • M •.t.• •1 _a.-- z-- *•- --•- -•. y t Gi4 1 4 • • •• 4 4 4 Peorder From NESS CUSTff M "printing service 1- E00-&8 -6327 NESS, Inc. Pala torougn, NH 03458 www.r.obo.corn R?f. No: C 055500990 000 • • • ••• • • • •• 00 • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • •M• • ••• • ••• • • • • • •• • • • 41, • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• ••• •• • • • •• • • • • • • • • • • • 000 • • • • • • • ROOF CALCULATIONS 1 VAZIRI & ASSOCIATES, INC. .TRUCTURAL ENGINEERS 93 S.W. 74 CT. ' MIAMI, FL 33155 1 1 1 1 1 1 1 1 1 PH. 305.663.5617 FAX 305.663.5614 PROJECT: 1' aCof;' :e, '.er-A4ate' • • • • • SUBJECT: • • • • • • • • • • • • • • • • • JOB NO.: DATE: -2:i o / • i -tale: QS DESIGNED BY • ••• • • • vie • • • • • • SHEET NO.: OF SHEETS Design Inspection Restoration Investigation Reports 0 Pee- A AI Oct 5 f Reorder From NEBS CUST6-M"p frig service 1.800 -B88 -6327 NESS, Inc. Peter ouryh, NH 0 3458 wx^.vnebs.com Ret. No. G 095500994 1 1 1 1 1 1 1 1 It 1 1 1 1 1 1 1 1 VAZIRI & ASSOCIATES, INC. ItT R U C T U R A L ENGINEERS 93 S.W. 74 CT. ITE B MIAMI, FL 33155 PH. 305.663.5617 FAX 305.663.5614 PROJECT: LESCr3• •d q • • • • ••• • • • SUBJECT: • • • • • SHEET NO.: JOB NO.: 0 Is • DATE: • • • DESIGNED BY: • ••• • • •. • • • • • • • • • • OF SHEETS Design Inspection Restoration Investigation Reports 4- • • • • • • • • i••• r • • : • • I• 7•• f. • •j• ••• •; • { • 3 T • /• • • ••• • • i -..• • • 0: • veto } i 1 } Reorder From NEBS CUSTG.M'"printing service 1-300418841327 NESS, Inc. Peterborough, NH 03459 www.nebs.00m Ref. No: G 8955009 ? = 1 1 1 1 1 1 1• 1 1 1 1 1 1 1 • 1 TABLE 2310.2A ••• • • • • •• • • • • • • • • • • • • • • • • •i• • • • • • • • • r • • • ••• ••• TABLE 2310.2A ALLOWABLE SHEAR (PLF) FOR HORIZONTAL WOOD STRUCTURAL PANEL DIAPH}V GNIS WITH FRAMING OF DOUGLAS FIR LARCH OR SOCINERIIIRINE WILD LOADING; • • • • • • For SI: 1 in = 25.4 nun, 1 plf = 14.5939 N/m. Note: 1. These values are for short -term loads from wind and must be reduced 25% for normal loading. CASE LOAD FRAMING t!!! 1 —1 -EE •..!!. �� !!•!•111i. 23.20 DIAPHRAGM BOUNDARY CASE2 CASE CASE4 11111111% - I111111111.: 1111111111M CASES BLOCKING IF USED •!!■=. !! •_= !ll,...— CASES FRAMING 11111111001111 �� II�Illlih 11 IG11 r. CONTINUOUS PANEL JOINTS FLORIDA BUILDING CODE — BUILDING • • • • • PjOCKElnlAPNRAGMa • • • ••• • • UNBLOCKED DIAPHRAGMS • • Nall Spacings (In.) at dtapinagm boundadas (a)1 cases), Nails spacod 6 ln. mm al at continuous pane/ dgos willful 1a load (casea 3 S 4) suppalad edges • • • ettivI at alt anal agoa (Ciasaj 5 8.61 6 • 440 • • # •2112•• • 2 • • • • • • • • MINIMUM • Gw t (No Unblovkd MINIMUM MINIMUM NOMINAL WOOD NOMINAL NOMINAL WIDTH or NMI Spodnl (In.) •1 oda, pand.das. Eda.. a AU oth., STRUCTURAL STAPLE OR PENETNAI1ON PANEL FRAMING (C.a. 1,2.3 a 41 CcnL J01N1S CASES PANEL COMMON IN FRAMING THICKNESS MEURER 1.1NE5 Or Panll.l to (2,3,4,6 A t) GRADE NAIL SOX (In.) (In.) (In.) FASTENERS 6 6 4 4 3 3 2 Coal) 6d 11/4 1/4 or 2 1 185 250 375 420 165 125 SIIG 3 1 210 280 420 475 185 140 8d Ph 3/8 2 1 270 360 530 600 240 180 Structural) 3 1 300 400 600 675 265 200 Sheathing ]Od 12/5 15 /3z 2 1 320 425 640 730 285 215 Exp 1 or Fast 3 3 360 480 720 820 320 240 3 2 650 870 940 1,230 104 ISIS 73/32 4 2 755 980 1,080 1,410 4 3 940 ". 3 305 1.375 1.810 14 ga 3 2 600 600 840 900 1,040 1,200 Staples 2 23/32 4 3 840 900 1,)40 1,350 1,440 1,800 2 1 170 225 335 380 150 110 6d 1) /4 5 /i6 3 1 190 250 380 430 170 125 2 1 185 250 375 420 165 125 C -D Sheathing, and other grades 3/3 3 1 210 280 420 475 185 340 2 1 240 320 480 545 215 160 covered in PS I 8d 11 /3 3/s 3 1 270 360 540 610 240 180 and PS 2. 7 /14 2 1 255 340 505 575 230 170 3 1 285 380 570 645 255 190 2 1 270 360 530 600 240 180 15/35 3 1 300 400 600 675 265 200 2 1 290 385 / 575 655 255 190 15/32 3 1 325 _ 430 650 735 290 215 — "�',Xu_.,{ : > � #�T . 425 �ji/a �9 X41® s 720 320 240 C -D Sheathing 10d VA 19/32 3 1 369 480 820 and other grades 3 2 645 870 935 1,225 covered is PS 1 0/32 4 2 750 980 1,075 1,395 and PS 2. 4 3 935 1305 1.390 1510 14 ga 2 23/32 3 2 600 600 820 900 1,020 1,200 staples 4 3 820 900 1,120 1,350 1,400 1,510 For SI: 1 in = 25.4 nun, 1 plf = 14.5939 N/m. Note: 1. These values are for short -term loads from wind and must be reduced 25% for normal loading. CASE LOAD FRAMING t!!! 1 —1 -EE •..!!. �� !!•!•111i. 23.20 DIAPHRAGM BOUNDARY CASE2 CASE CASE4 11111111% - I111111111.: 1111111111M CASES BLOCKING IF USED •!!■=. !! •_= !ll,...— CASES FRAMING 11111111001111 �� II�Illlih 11 IG11 r. CONTINUOUS PANEL JOINTS FLORIDA BUILDING CODE — BUILDING 1 1 1 1 1 1 1 1 1 1 1 1 1 Job JOBS Truss Truss Type FINK I -1-8 -0 1-8-0 5-4-14 5-4-14 10-0-0 4-7 -2 ••J• jPiy • ••• e • •• . • • • •• •• • • • • •1 • • • • • I • • • • Job ltetereArce (opt Onal) • • • • 10Q s ay ?5)O+ITek ;dustries, Inc. Mon Jan 1012:04:09 2005 Page 1 ••• • •• • • • • • • • • • • • • • • • • • ••• 14-7 -2 • 4-74 • • • • • • • • • •• • • • 20-0-0 • 5 -4-14 • • • • • • • • • • • • • • • 0B_ •• e•• •• • • • •• • 4 • • • • • • • 21-8 -0 1-8-0 Scala AR 6-11 -4 6-11 -4 13 -0-12 6-1-8 20-0 -0 6-11 -4 Plate Offsets (X,Y): (20 -2- 14,0 -0-2), j6:0 -2- 14,0-0 -2] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Prates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code IBC2D0O/ANSI95 CSI TC 0.75 BC 0.50 WB 0.19 (Matrix) DEFL in (loc) Udell Vert(LL) 9.16 8-10 >999 Vert(TL) - 0.21 8-10 >999 Horz(TL) 0.06 6 n/a Ud 240 180 n/a PLATES Mff20 Weight 281b GRIP 249!190 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2X4SYPNo.2 WEBS 2X4SYPNo.3 REACTIONS (lb/size) 2= 1247/03.8, X1247/0.3 -8 Max i1 i#ft2 =991 (load case 21, 8=- 981(load case 2) FORCES (Ib) -First Load Case Only TOP CHORD 1- 2==48, 2-,- 2492, 3.4=- 2168, 45= -2168, 5 8- 2492, 6 -7=48 BOT CHORD 2 -10= 2282, 9.10= 1583, 8-9= 1583, 6- 8=2282 WEBS 31(1= 427, 410=610, 4- 6=610, 5- 8=-427 BRACING TOP CHORD Sheathed or 39-9 oc puriins. BOT CHORD Rigid ceiling directly applied or 5 -11 -11 oc bracing. NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-98; 146mph; h =25f1; TCDL= 5.0psf BCDL= 5.0psf; Category II; Exp C; enclosed;C-C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plat, grip DOL =1.0O 3) One HC10 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 6. LOAD CASES) Standard 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Job JOBS Truss Truss Type HIP -1-8 -0 1-8-0 7-0-0 7-0-0 • •� I Ply • •• • • • •• •• •11 • •1• •1 • • • • • (( • • • • 00 loerereace (optOEnar) • • 910: s ayi/7.001MTek aldustries, Inc. Mon Jan 1012:05:42 2005 Page 1 • • 3i 13-0 -0 1 20-0 -0 1 21 -8-0 1 6-04•• • ••• • ••• 7x0-0 1-8 -0 • • • • •• • • • Fefe =1388 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• ••• •• • • • •• • • • •nx�• • • • • • Aiii ►1•..:.e C. svaf:�4 •• • • ••• • .....fiiiii---ro,, • • • • II �1 �� IuMEM II �1 II �I I1 �I _ 198980 1 1 9 8 7 4ROPY 84xrenmaar7= Nailed Nailed 7 -1 -12 7 -1 -12 12 -10-4 5-8-8 20 -0-0 7 -1 -12 Plate O (X,1): (2:0- 3- 3,Edgel,15:0- 3- 3,Edge1, t8:0-5- 0,Edge] LOADING (psi) TCLL 30.0 TCDL 15.0 BCLL 0.0 SCDL 10.0 SPACING 2 -0-0 Prates increase 1.00 Lumber Increase 1.33 Rep Stress !nor NO Code JSC2000/ANS195 ',1 LUMBER TOP CHORD 2 X 4 SYP No.1 D "Except` 3- 42X4 SYP SS BOT CHORD 2 X 4 SYP No.1 WEBS 2X4SYPNo.3 CSI TC 0.98 BC 0.94 WB 0.17 (Mabix) DEFL in (loc) Vdefl Ud Vert(LL) 0.42 7-9 >566 240 Vert(TL) -0.45 7 -9 >531 180 Horz(FL) 0.14 5 n/a n/a PLATES GRIP Mf120 249,190 MII201 -1 187/143 Weight 81 lb REACTIONS (ib/size) �2374/D3 8, 5= 2374/0 -3.8 Max Uplift2 — 1839(load case 2), 5=- 1839(load case 2) FORCES 66) - First Load Case Only TOP CHORD 1 -2=46, 2-3=-5' 645, 3-4=-5277, 4-5=-5647, 5.6=46 SOT CHORD 25257, 85275, 7- 8=5275, 5-7 =5259 WEBS 39 =288, 4-7 =288, 3-7=2 BRACING TOP CHORD Sheathed or 2-3-10 oc purlins, except 2-0-0 oc purlins (2 -1-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 3-2 -14 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146rrrph; fr=25ft TCOL= S.Opsf, BCDL= 5.0pst Category it Exp C; enclosed :C -C interior zone; cantilever left and rightexposed ;Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Two HC10 USP connectors recommended to connect truss to bearing walls due to uplift at it(s) 2 and 5. 6) Following jointsto be plated by qualified designer. Joint(s) 3, 4, not plated. 7) Girder carries hip end with 7-0-0 end setback 8) Design assumes 4x2 plat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. 9) 'Nailed" indicates 3-10d or 3-12d common wire toe - nails. 10) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 577.51b down and 611.OIb up at 13-0-0, and 577.51b down and 691.0lb up at 7-0-0 on top chord. The design,setection of such special connection device(s) is the responsibitityof others. 11) Special hanger(s) or other connection device(s) shall be provided starting at 9-0-0 from the left end to 11-0 -0 sufficient to connect truss(es) (1 ply 2 X 4 SYP) to front face of top chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) 1) Regular Lumber increase l.33, Plate Increase =l .00 Uniform Loads (plf) Vert 1 -3=- 90.0, 3.4=- 195.9, 4 6- 90.0, 25= -43.5 Concentrated I marls (b) Vert 3=- 577.5 4= -577.5 2) C-C Wind: Lumber Increase =1.33, Plate increase =1.00 Uniform Loads (plf) Vert 1- 2= 182.9, 2-3= 75.9, 3-4=196.8, 4-5 =75.9, 5- X182.9, 2-5=-21.8 Horn 1-2=-1929, 2-3=85.9, 4-5=859, 5- 6=1929 Concentrated Loads pb) Vert 3 611.0 4 =811.0 3) 1st unbalanced Regular. Lumber Increase 1.33, Plate Increase =1.00 Uniform Loads (pit) Vert 1-3=-913.0, 3-4=-195.9, 4 6- 30.0, 2-5=-43.5 Concentrated Loads (lb) Vert 3= -577.5 4=-577.5 Contrnued on page 2 Job JOBS (Truss Truss Type HIP • •• • • 1 • • • • • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1-8 -0 1-8-0 7-0-0 7-0-0 • . ••• • Ply • ••• • • • • • •• •• • • 1 • • • • • • • Job RerereRce (o naf) ;10: s ay3 0OCMi ePk dustries, Inc. Mon Jan 1012:10:04 2005 Page 1 40 13-0 -0 20-0 -0 1 21-8 -0 6 -04.• • ••• • •0• (� 0 8 -0 • • • • •• • •� t,*._ u •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • a4 t acro=4201= sr4= Reeled Nailed 7 -1 -12 7 -1 -12 12-10 -4 5-8-8 20-0 -0 7 -1 -12 Plate Offsets (X,Y): [2:0- 3- 3,Edge], (5:0- 3- 3,Edgel, [8:0- 5- 0,Ed9el LOADING (psi) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Pfates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code IBC2000JANSI95 CSI TC 0.98 BC 0.94 WB 0.17 (Matrix) DEFL in Ow) I /deft Ltd Vert(LL) 0.42 7-9 >566 240 Vert( L) -0.45 7-9 >531 180 Horz(TL) 0.14 5 n/a n/a PLATES GRIP M1120 249/190 MII20H 187/143 1 ' IDLUNIBBR BRACING TOP CHORD 2 X 4 SYP No.1 D "Except* TOP CHORD Sheathed or 23.10 oc purlins, except 3-4 2 X 4 SYP SS 2-0-0 oc purlins (2 -1-0 max): 3-4. BOT CHORD 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 3-2 -14 oc bracing. WEBS 2X4SYPNo.3 Weight 81 lb REACTIONS (Ibl size) 2= 237410.3 -8, 5= 2374!04.8 Max Uplift2=- 1839(load case 2), 5=- 1839(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=46, 2- 3= -5645, 3 4- 5277, 4- 5= 5647, 5-8=46 BOT CHORD 2- 9=5257, 8-9 =5275, 7.8= 5275, 5-7 =5259 WEBS 3.9= 288, 4-7= 288, 3-7 =2 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146rnph; h =25f;; 7CDL= 5.0psF BCDL= 5.0p5f Category it; Exp C; enciosed;C-C interior zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MII20 plates unless otherwise indicated. 5) Two HC10 USP connectors recommended to connect truss to bearing walls due to uplift at It(s) 2 and 5. 6) Following joints to be plated by qualified designer. Joint(s) 3, 4, not plated. 7) Girder carries hip end with 7-0-0 end setback 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 210d nails. 9) "Nailed" indicates 3-10d or 3 -12d common wire toe- nails. 10) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 577.5Ib down and 611.0Ib up at 13-0-0, and 577.51b down and 611.0lb up at 7-0-0 on top chord. The destgn/setection of such specie, connection device(s) is the responsibility of others. 11) Special hanger(s) or other connection device(s) shall be provided starting at 9-0-0 from the left end to 11-0-0 sufficient to connect truss(es) (1 ply 2 X 4 SYP) to float face of top chord. The design /selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) 1) Regular. Lumber increase 1.33, Plate Increase--1.00 Uniform Loads (plf) Vert 1- 3=90.0, 3-4=- 195.9, 4 6- 90.0, 2 -5 =-43.5 Concentrated Leads (Ib) Vert 3=-577.5 4=-577.5 2) C-C Wind: Lumber Increase 1.33, Plate Increase =1.00 Uniform Loads (p11) Vert 1- 2= 182.9, 2 -3= 75.9, 3-4= 196.8, 4-5=75.9, 5.6= 182.9, 2-5 =-21.8 Hors 1 -2 =1929, 2 -85.9, 4 5=85.9, 51929 Concentrated Loads (Ib) Vert 3 =811.0 4 =811.0 3) 1st unbalanced Regular. Lumber Increase).33, Plate Increase =1.00 Uniform Loads (plf) Vert 1- 3= -90.0, 3.4=- 195.9, 1 6- 50.0, 2-5=-43.5 Concentrated Loads (lb) Vert 3=- 577.54= -5775 Continued on page 2 MIAMI SHORES BUILDING DEPARTMENT Mpei 7Gb0_5 j • R' 1 Q /,cJ as -- ,g fD i � - Product Approval Schedule/ Comparison Chart 86 /fJ&-' -'`J Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes /No Yes /No Yes /No ( +)PSF ( -)PSF ( +)PSF ( -)PSF 1 Door 04- 0608.03 ( +)80 ( -)80 ( +)70 ( -)80 33" X 81.5" No No Yes 2 Door 04- 0608.03 ( +)80 ( -)80 ( +)70 ( -)80 63" X 81.5" No No Yes 3 Door 04- 0608.03 ( +)80 ( -)80 ( +)70 ( -)80 33" X 81.5" No No Yes 4 Door 04- 0608.03 ( +)80 ( -)80 ( +)70 ( -)80 33" X 81.5" No No Yes 5 Door 04- 0608.03 ( +)80 ( -)80 ( +)70 ( -)80 63" X 81.5" No No Yes 6 Door 04- 0608.03 ( +)80 ( -)80 ( +)70 ( -)80 33" X 81.5" No No Yes 7 Door 04- 0608.03 ( +)80 ( -)80 ( +)70 ( -)80 33" X 81.5" No No Yes 8 Door 04- 0608.03 ( +)80 ( -)80 ( +)70 ( -)80 63" X 81.5" No No Yes 9 Door 04- 0608.03 ( +)80 ( -)80 ( +)70 ( -)80 33" X 81.5" No No Yes 10 Door 02- 0207.02 ( +)60 ( -)60 ( +)51 ( -)60 195" X 97.5" No No Yes 11 Window 04- 0608.04 ( +)80 ( -)80 ( +)61 ( -)66 30.25" X 25.375" No No Yes 12 Window 04- 0608.04 ( +)80 ( -)80 ( +)61 ( -)66 30.25" X 25.375" No No Yes 13 Window 04- 0608.04 ( +)80 ( -)80 ( +)61 ( -)66 30.25" X 25.375" No No Yes 14 Window 04- 0608.04 ( +)80 ( -)80 ( +)61 ( -)66 30.25" X 25.375" No No Yes 15 Window 04- 0608.04 ( +)80 ( -)80 ( +)57 ( -)62 30.25" X 84.25" No No Yes 16 Window 04- 0608.01 ( +)80 ( -)80 ( +)61 ( -)66 19.5" DIAM No No Yes 17 Window 04- 0608.01 ( +)80 ( -)80 ( +)61 ( -)66 28.25" X 42.625" No No Yes 18 Window 04- 0608.01 ( +)80 ( -)80 ( +)61 ( -)66 28.25" X 42.625" No No Yes 19 Window 04- 0608.01 ( +)80 ( -)80 ( +)61 ( -)66 28.25" X 42.625" No No s 20 Window 04- 0608.01 ( +)80 ( -)80 ( +)61 ( -)66 64.25" X 25.375" No • �,J 21 Window 04- 0608.01 ( +)80 ( -)80 ( +)58 ( -)76 64.25" X 64.25" No o J e 22 Door 02- 1216.03 ( +)100 ( -)100 ( +)61 (-)66 51" X 81.5" No No Yes 23 Door 02- 1216.03 ( +)100 ( -)100 ( +)61 ( -)66 51" X 81.5" No / -- 24 Door 02- 1216.03 ( +)100 ( -)100 ( +)61 ( -)66 51" X 81.5" No .‘ �•r' ��': '.' 25 Door 02- 1216.03 ( +)100 ( -)100 ( +)61 ( -)66 51" X 81.5" No No Yes 26 Window 04- 0608.04 ( +)80 ( -)80 ( +)61 ( -)66 43.25" X 25.375" No ,t1; + 116 21105es 27 Window 04- 0608.04 ( +)80 ( -)80 ( +)61 ( -)66 43.25" X 25.375" No �►t�,�►� 28 Window 04- 0608.04 ( +)80 ( -)80 ( +)61 ( -)66 43.25" X 25.375" No 29 Window 04- 0608.04 ( +)80 ( -)80 ( +)61 ( -)66 43.25" X 25.375" No N • ' es 30 Window 04- 0608.04 ( +)80 ( -)80 ( +)61 ( -)66 43.25" X 25.375" No Yes 31 Window 04- 0608.04 ( +)80 ( -)80 ( +)61 ( -)66 43.25" X 25.375" No No Yes 32 Window 04- 0608.04 ( +)80 ( -)80 ( +)61 ( -)66 64.25" X 25.375" No Y 33 Window 04- 0608.01 ( +)80 ( -)80 ( +)59 ( -)65 50.5" X 50.5" No s 34 Window 04- 0608.01 (+)80 ( -)80 ( +)61 ( -)66 74.5" X 53.125" No s 35 Window 04- 0608.01 ( +)80 ( -)80 ( +)61 ( -)66 74.5" X 40.875" No es 36 Window 04- 0608.01 ( +)80 ( -)80 ( +)61 ( -)66 74.5" X 40.875" No e s 37 Window 04- 0608.01 ( +)80 ( -)80 ( +)61 ( -)66 74.5" X 53.125" No "• '' 38 Window 04- 0608.01 ( +)80 ( -)80 ( +)61 ( -)66 39.5" X 40.875" No • C p 39 Window 04- 0608.01 ( +)80 ( -)80 ( +)61 ( -)66 26.5" X 28.5" No i d3 8 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • •• •• • • • • • •• •. • • • • • ••• • •• • • .•• • • •• • • •• •• ••• • • • • • • ••• • • • ••• MIAMI-DADE COUNTY, FLORIDA • • • •lvi TRO•IDADk'li'1.AGI. BU'I.LDING 1:40VET FtA(LEI'i•SfiRtE) T,lfifi1Al'£ 1603 • • • • • • IY1iAlvfl•PLOR110. 3313b -1563 (305) 375 -2901 FAX (305) 375 -2908 R.C. Aluminum Industries, Inc. 2805 NW 75th Avenue Miami, FL 33122 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "1400" Aluminum Sliding Glass Door APPROVAL DOCUMENT: Drawing No. W03 -11, titled "Series 1400ST Alum. Sliding Glass Door (S.M.I.) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 3/19/03 with revision on 6/23/03, 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. MISSILE IMPACT RATING: 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. •• • • • • • • • '• • •• • • •• • •• •• •• • • • 00 • • • • • • ••• •• NOA No 02- 1216.03 Expiration Date: July 24, 2008 Approval Date: July 24, 2003 Page 1 • • •• • • • • ••• •0 • •• • • • • •• •• • •• - • • • • • • • • • . • ••• • • • ▪ • • • • • ••• • • • • ••• R.C. Aluminum Industries, Inc. • • • • • • • • • • • • • •• • • • • • • • • • •• • • • •• NOTICE OF ACCEPTANCE: EYIDENCI� SU$l�'IITT • • • • • • • • (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. • •• • • • •• ••• •• • • • • • •••••••• • 2. Drawing No. W03 -11, titled "Series 1400ST Alum. Sliding Glass Door sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 3/19/03 with revision on 6/23/03, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F1'L- 01109, dated 4/25/02, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al Farooq Corporation, dated 4/3/03, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 01- 1204.01 issued to E.I. DuPont DeNemours. for "Sentry Glass (R) Plus" dated 1/17/02, expiring on 1/14/07. E. STATEMENTS 1. Statement letter of conformance, dated 2/14/03, signed and sealed by Humayoun Farooq, P.E. 3. Statement letter of no financial interest, dated 2/17/03, signed and sealed by Humayoun Farooq, P.E. F. OTHER 1. Letter from the consultant stating that the product is compliance with the Florida Building Code (PBC). E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02- 1216.03 Expiration Date: July 24, 2008 Approval Date: July 24, 2003 M I A M IDDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • . •• • •• • • •. • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• MIAMI J DE CQUNTY•FLORIi}A • • • MEIRQ-DAflE•l%Llt• BIALIIING : • • 140 WEST AIGLEAU STREET! §PJITE 103 • • • • MI11NII, F1'O IDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Collier a Division of System Design & Mfg. Inc. 48 Dalkeith Drive Brantford, Ontario Canada N3P1N6 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Insulated Overhead Sectional Garage Door 18' Wide. APPROVAL DOCUMENT: Drawing No. D- CFL3WLP- 188 -1N, titled "Collier/Fortress Level 3 Wind Load Hardware Package" ", sheets 1 through 2, prepared by Collier, signed and sealed by F. A. Fore, P.E., dated 5/01/02 with no revisions, 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. 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font, PE. •• • • • • .• ••• •• • • • • •• • • • • • •.• •• NOA No 02 -0207.02 Expiration Date: September 26, 2007 Approval Date: September 26, 2002 Page 1 • • MIAM MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R.C. Aluminum Industries, Inc. 2805 NW 75 Ave Miami, FL 33122 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. DESCRIPTION: Series CM100 Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W04 -16, titled " Series CM100 Aluminum Casement Window (L.M.I.)", sheets 1 through 7 of 7, dated 03/01/04, prepared by AL Farooq Corporation, signed and sealed by Hnmayoun 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. MISSILE IMPACT RATING: Large and Small Missile Impact • • .••• •• •• • • • • • • • • • • • • • ••• 0 • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • • ••• MIAMI-DADE COUNTY, FLORIDA • • • • WIRO3JADD tLACTLtR BALDING 1407•VVESif FLAyLF TREtT :S •�jr E 1603 • • • • • • &AM RTIM 33430 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• 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 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E. NOA No 04- 0608.01 Expiration Date: July 29, 2009 Approval Date: July 29, 2004 Page 1 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: A. DRAWINGS • . .•• • • • ••. •. .. • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • ••• • •• • •• • • • • • • • • • • • .. . • • • • •• • • • • • •• EVIDENCE SlIJB11�ITTED:: • • • • • • • • ••• • • • 1. Manufacturer's die drawings and sections. • • ••• • • . • ieit� in ....... . 2. Drawing No. W04-16, titled " Series CM 100Aluminutp e4 l. ow (L.M.I.) , sheets 1 through 7 of 7, dated 03/01/04, prepared fiy AL- rarooq Corporation, signed and sealed by Humayoun Farooq,P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window , prepared by Hurricane Engineering & Testing Inc., Test Report No HETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1856, doted September 17, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. 3. Test reports on 1) Large Missile Impact Test per FBC, TAS 201.94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1859, dated January 16, 2004, signed and sealed by Rafael E. Droz -Seda, P.E. 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1350, dated October 14, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. E -1 Herminio F. males, P.E. Director, Product Control Division NOA No 04-0608.01 Expiration Date: July 29, 2009 Approval Date: July 29, 2004 RC. Aluminum Industries, Inc. • • ••• • • • ••• •• •• • • • • • •• •• • • • • •.• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • •• • •• •• •• • • • • • . • • . •• • • • • • •• NOTICE OF ACCEPTANCE: EVIDENC1 SYTB11tITTiD ' 6. : • • • • • • 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 .... . •• •• ••• 2) Uniform Static Air Pressure Test, Ltvdi$gpex 1 Bt 5'4S . 2(294 3) Water Resistance Test, per FBC, TAS.2Q2p4 • • • •• • • • • • ••S •• 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing Inc., Test Report No HETI -03 -1344, dated September 12, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1848, dated September 17, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by AL- Farooq Corporation, dated 05/05/04, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER'TIF'ICATIONS 1. Notice of Acceptance No. 00- 1212.04 issued to E.L DuPont DeNemours for "Dupont Butacite ® PVB ", dated 02/15/01, expiring on 12/12/05. F. STATEMENTS 1. Statement letter of compliance, dated May 05, 2004, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated May 05, 2004, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -1 Herminio Gonzalez, P.E. Director, Product Control Division NOA No 04- 0608.01 Expiration Date: July 29, 2009 Approval Date: July 29, 2004 MIAMI•MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R. C. Aluminum Industries, Inc. 2805 NW 75th Ave. Miami, FL 33122 SCOPE: • • •• •• • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • - • ••• MIAMI -DADE COUNTY, FLORIDA • • •IOIrTROOOAD I'LAGIA BLi1LDING **MST FLALE$UTR , 1 1603 • • • • • • 144140LORI' 311311 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • • • • • •• • • • • • ••• •• • • 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. DESCRIPTION: Series FX100 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W04 -44, titled "Series FX100 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 4 of 4,.prepared by AL- Farooq Corporations, dated 05/29/04 with revision "A" on 07/09/04, 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. 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 consists of this page 1 and evidence page E -1, and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 04- 0608.04 Expiration Date: August 19, 2009 Approval Date: August 19, 2004 Page 1 • • ... • • • ... • .. • • • .. .. • • • • • • • • • • • • • • • • • • • • ...... • .... R.C. Aluminum Industries, Inc. • .. • . • • . .. • • • .. . . . . . . . . . . . .. • . . . NOTICE OF ACCEPTANCE: EVIDENCI S�J$1�LTT�D :: : :: • • ... • . • A. DRAWINGS 1. Manufacturer's die drawings and sections. ." • • • "' 2. Drawing No. W04 -44, titled "Series FX100 Aluminum •e• • • • • �� 4 �iAdi�� I:,M.I. ",:sheets 1 through 4 of 4, prepared by AL- Farooq, dated 05 /2g/t)4,'wiith revision fi��i "on 07/09/04, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared Hurricane Engineering & Testing Inc., Test Report No HETI -03 -1350, dated October 16, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. 3. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1856, dated September 17, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared Hurricane Engineering & Testing Inc., Test Report No HETI -03 -1859, dated January 16, 2004, signed and sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by AL -Farooq Corporation, dated 05 /28/04 signed and sealed by Humayoun Farooq, P.E. I Adi A-Arl 41r/ 41 Hermini F. Gonzalez, P.E. / Director, Building Code Compliance Office NOA No 04- 0608.04 Expiration Date: August 19, 2009 Approval Date: August 19, 2004 E -1 • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • .•• R.C. Alu�ninura Industries. Inc. • • • • • . • • • • • • • • • • • • • • • • • • • • •• • • • •• • • . • • • • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMi'r Ib • D. QUALITY ASSURANCE •• • • • •. ... •. • • • 1. Miami Dade Building Code Compliance Office (BCCt3). ' • • • ... •• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 1212.04, issued to E.I. DuPont DeNemours for "Duponut Butacite ® PVB ", approved on 02/15 /01 and expiring on 12/11/05. • • F. STATEMENTS 1. Statement letter of Compliance, dated May 28, 2004 signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated May 28, 2004 signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (H3C). E -2 Ile i . F F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 04-0608.04 Expiration Date: August 19, 2009 Approval Date: August 19, 2004 t MIA MMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R.C. Aluminum Industries, Inc. 2805 NW 75th Ave Miami, FL 33122 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. DESCRIPTION: Series RD45 Aluminum Entrance Door - L.M.L APPROVAL DOCUMENT: Drawing No. W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1 through 7 of 7, prepared by the AL- Farooq Corporation, dated 05/09/04 with revision "A" on 07/09/04, 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. 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 consists of this page 1 and evidence page E -1, and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO •• •• • • • • • • • • • as"Litio �S ••• • • • • • • • • ••• • • •• ••• • • • • • •• •• •• • • • • • • • • • • • • • ••• MIAMI-DADE COUNTY, FLORIDA • • 1$!! M o-MD$ MAGLgitatiltbING ilES •Ff AGLERi alA101464)3 • • • 1 • • MICA114, FLORII54 33i3 1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• "314 NOA No 04 -0608.03 Expiration Date: August 19, 2009 Approval Date: August. 19, 2004 Page 1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ..• • • • • • • • • • • • • • •.• • • • • ••• R.C. Aluminum Industries, Inc. ... . .. • o .. NOTICE OF ACCEPTANCE: EVIDENCES 'I" t • • • • •••• • • • • • • • A. DRAWINGS 1 Manufacturer's die drawings and sections. •• • • • •• ••• •• 2. Drawing No. W04-37, titled "Series RD45 Alum Ent ke a Voa (..1I.1.)!'p sheets 1 through 7 of 7, prepared by the AL- Farooq CorporatjQn, Wet; ()5/(39,)4 i itb.' revision "A" on 07/09/04, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 4155, dated March 30, 2004, signed and sealed by Edmundo Largaespada, P. E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FfL- 4166, dated March 31, 2004, signed and sealed by Edmundo Largaespada, P. E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 4154, dated March 24, 2004, signed and sealed by Edmundo Largaespada, P. E. C. CALCULATIONS 1. Anchor Calculations, ASTM -E 1300, and structural analysis, prepared by AL- Farooq Corporation, dated June 01, 2004, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). AdAtt Allig0j,..•4111ibilibrillif Herminio 'a Gonzalez, P.E. Director, Building Code Compliance Ofilce NOA No 04-0608.03 Expiration Date: August 19, 2009 Approval Date: August 19, 2004 E -1 • • .•• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • ... • .. . .. R.C. Aluminum Industries. Inc. ▪ • • • • • • • • • •• • • • •• • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SU$1CI ED.:. • .' ' •' • ' • •' E. M A T E R I A L C E R T I F I C A T I O N S • • • • • • • • • ••• • • 1. Notice of Acceptance No. 00- 1212.0403 issued to E.I. I5aPoptptl�g gru'$ • for • • "Dupont Butacite PVB ", expiring on 12/11/2005. • •' :: 00" 1 % :•• • • F. STATEMENTS 1. Statement letter of code compliance, dated May 29, 2004 signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated May 29, 2004 signed and sealed by Humayoun Farooq, P.E. G. 01 HER: 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (H3C). E -2 Herminio 1. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 04- 0608.03 Expiration Date: August 19, 2009 Approval Date: August 19, 2004 • ••• • • • •• ••• • ONE .20 GAGE (T= 0.033IN.) INTERMEDIATE STILE AT EACH HINGE LOCATION. r TOP STRUT CENTER STRUT HINGE STRUT rINSTRUCTION ?? STICKER gHINGE STRUT HINGE STRUT HINGE STRUT CENTE2STRUT 18' iS 11" 7- MAX S-0" MAX 4' -2 • ' 1E11 olm e• . - • •�• • •f i-- -• • • •• MAX 3-10' i . ••• • • • • • • • • • • • • • • • • 1 AIRt3tAFT CABLE LOOPED & CRIMPEDAT BOTH ENDS • • TTACsEDTO ALUMINUM CHANNEL USING 1W -10X1' • • • - •NUTdrd(AT & JAMB USING 5/16 X1 5/8" LAG SCREW •• • •• • • • •• • ,• • LOCATION OF OPTIONAL VENTS. 60 Sn INCHES BETWEEN STIAREA OF VENTS NOT TO EXCEED OPTIONAL OUTSIDE R \ \�` KEYED LOCK POSITION �. MAX WIDTH 15.0" TYPICAL INSULATED 26 GAGE STEEL SANDWICH STYLE CONS- ONSTRUCTION WITH AN EXTERIOR SKIN MIN THICKNESS 0 016 AND AN INTERIOR SKIN MIN THICKNESS 0.016 12X3 'X21 /7 ASSEMBLED HEADER BRACKET MIN GALV COAT G40AS PER ASTME -8 YEILDKSI37.1) Wm1A POLYSTYRENE CORE SANDWICHED BETWEEN TWO WOOD GRAIN TEXTURE SKINS 3000 PSI CONCRETE OR GROUT FILLED CONCRETE BLOCK i MAX SO i • • • • to • • •• ,• • • • • . • • sir 21• SEC 19" SEC f MI • I' 1P 6-0' - - ,t 5 S-6' 2 - 2 t r-0' 4 - - 5 r-s• 1 (. .I COWER 18'X7.12 GAGE (T 0.098-IN.)GALV.STEEL'' , FLAG BRACKET LOCATED AT EACH VERTICAL TRACK FASTENED WITH THREE 216" X 1518' LAG SCREWS TO ROUGH OPENING TWO 114" X5116" RIVETS TO W VERTICAL TRACK TWO WX% BOLT& NUT TO HORIZONTAL TRACK • HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) ---.- COWER .060'GALV.STEEL?TRACK LOCK POSITION (BOTH ENDS) • FASTNERTO BE MIN. 3" FROM TWO POINT LOCKING CONFORMS TO SFBC OPENING EDGE 3803.2 REGARDING GARAGE DOORS WITH 518' MIN.' ENGAGEMENT. DOOR TESTED FOR FORCED ENTRY WITH BOTH OUTSIDE KEYED LOCK & INSIDE SLIDE BOLT LOCK OPTIONS. COWER 21/7 X 12 GAGE (14.098-IN.) GALV. STEEL TRACK BRACKETS LOCATED AT EACH END ROLLER HINGE LOCATION AND TWO BRACKETS ON BOTTOM AS SHOWN - SIX ON S HIGH DOOR TRACK (SHOWN) FIVE ON r WGH DOOR TRACK (NOT SHOWN) ' L}- - LOCK BAR RECEIVING HOLE / / / / / / //A WOOD FRAME / CONCRETE OR CONCRETE FILLED BLOCK i 20 GAGE (T41033-IN.) MIN. GALV. STEEL END STILE 20 GAGE (T4.1.033 -IN.) MIN. GALV. STEEL CENTER STILE AT54 "O.C. 1 2' X 6' P.T - S.Y.P. WOOD JAMB (SEE JAMB PREP. NOTES ON PAGE 2) . • •c. _ •• •• c}{ DIE ••• • • • • • eOLISBRRE9IDENTLAli(TO.060-IN.) �•IGAM STEEL EMBOSSED ADJUSTABLE TOP ROLLER BRACKET WEND) IX • 1/1/1(34' %CREWS • • • • WOOD FRAME / • CONCRETE OR CONCRETE FILLED BLOCK • • • • • • 9-Vt44 • T INP•A�O ER WIDE BODY EMBOSSED • • 144GAPiE (0.071 -IN.) END HINGE •, E■ •• 2.114" X DOOR WIDTH -19 GAGE (P.0.044-IN.) • STRUT TO BE FASTENED ON TOP OF BOTTOM HALF OF HINGES AS SHOWN AT EACH END STILE WITH (2)1/4"X314'SELF TAPPING SCREWS . • • WV APPI g SCREWS 8 DOOR HEIGHT 21• SEC 19" SEC 18' SEC B CKEFS 6-0' - - 4 5 S-6' 2 - 2 5 r-0' 4 - - 5 r-s• - 5 6 8-0" 2 - 3 6 8-0' - 5 - 6 FORTRESS 12 GAGEADJUSTABLE WALL MOUNT BRACKET FASTENED TO WALL WITH THREE 5/16 X 1 -12' SLEEVE ANCHORS (RAWL) OR FOUR 5116" xi 5/e. WALLLAGS MM t 3/8" - MAX 2' PANEL THICKNESS 9- 114•X3(4' SELF TAPPING SCREWS INTO A COWER WIDE BODY EMBOSSED 18 GAGE (T =A48 -IN.) INTERMEDIATE HINGE 5 -1/4 "X314" SELF TAPPING SCREWS INTO COWER WIDE BODY EMBOSSED 18GAGE (T41.048-IN.) INTERMEDIATE HINGE COWER RESIDENTIAL (TO.083IN.) GALV. STEEL BOTTOM BRACKET FASTENED WITH FOUR 1 /4'X3/4' "" SELF TAPPING SCREWS Sizes # of Posts Design Load' Design Loaf Sheet No. 1 of 2 Cotner 1 Fortress An Rights Rrseroed. The arrangememdepicted tlereln are the sole property of Collier/Fortress and may.not be reproduced in any form without written permission ('+) (-) MIN 10'•0 "XS' -0" 3 60 60 MAX1r- 0"X8' -0" 3 60 60 `AI posts must be engaged to achieve design wind load • / COLUER 2W -12 GAGE (T4098-IN.) GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH -„_- • 5/16" X 1 -5,8' LAG SCREWS AND TO TRACK WITH ONE 1/4 "X3/4' TRACK BOLT & NUT COWER .86O" GALV. STEEL ' 7 TRACK FASTENED TO EACH TRACK BRACKET WITH ONE 1 /4 "X 314'TRACK BOLT& FLANGE NUT • COWER 2-4-10 - 7.10 BALLSTEEL ROLLER �-- ONE PER HINGE AND TOP ROLLER CARRIER COWER 2 -7.10. 7 -10 BALL STEEL ROLLER ONE PER BOTTOM BRACKET i 1W POLYSTYRENE CORE SUPPUED WITH • INTERIOR& EXTERIOR SKIN BY THE APPROVED MANUFACTURER TED Ow1 =1LTe DESIGN LOAD +60 40 PSF ALUMINUM EXIRI/SION & VINYL WEATHER STRIP FORTRESS 12 GAGEADJUSTABLE HEADER BRACKET (A.H.B.) , ASSEMBLED USING FOUR 114' X 10X 12" NUTS AND BOLTS FORTRESS 12 GAGOADJUSTABLE LATCH RECEIVER MOUNTED 9 4' MAX FROM FLOOR TOALLOW FOR DOOR UFTING ATTACHED TO A.H.B. WITH FOUR 1!4" X 10 X 1/7 NUTS AND BOLTS' FORTRESS 3/4' X 314' STEEL SO. NOTCHED LATCH " WELDED TOA 7 X 5' X 10 STEEL PLATE WITH FOUR W X1' WELDS FASTENED TO EACH END OF THE ALUMINUM CHANNEL WITH FOUR 1/4'X 10X 3t4" NUTS & BOLTS ' SECTION B -B FORTRESS ALUMINUM C- CHANNEL NO. 205(6061 -T6) 9'-0'X 3' X 1.498' •— 0.258 MIN. WALL +--- THICKNESS 338"X 1 114' PIN RELIEVER SLOT FORTRESS 2 -1/7 X 3' 12 GAGE (TO.098-IN.) . GALV. STEEL FIN RECEIVER FASTENED TO COWER 2114* X DOOR WIDTH 19 GAGE (T 0.044 -IN.) GALV. STEEL HEMMED STRUT WITH TWO • 114" X 10 X 1" NUTS & BOLTS FORTRESS 3-12' X 1'X 1!4' ' MALE PIN FASTENED TO ALUMINUM CHANNEL WITH ' TWO 1/4' - 10 X 3/4" NUTS & BOLTS ONE PIN PER DOOR SECTION ON STRUT 3/4" MINIMUM ENGAGEMENT INTO HEADER BRACKET AMAX LS 3/4" MINIMUM ENGAGEMENT �r°'Z INTO FLOOR PLATE FORTRESS 4" X 4" X 12 GAGE GALV. STEEL FLOOR PLATE FASTENED TO CONCRETE WITH FOUR 1/4' X 1 -3/4' TAPCONS NOTE FLOOR PLATE HASA718" SO. HOLE IN /CENTER. CHANNEL SHOULD BE INSTALLED SO THAT NOTCH AUGNS WITH FLOOR PLATE SECTION A - A (SIDE VIEW) < ---- 3000 PSI CONCRETE COLLIER! A DIVISION OF SYSTEM DESIGN & MFG. INC. t;;z:' a:T =rt'- r.;•,r fy: ' -= Collier/Foriress Level 3 Wind Load Hardware Package Drawing Nub D- CFL3WLF 188-IN 6 1 02 48 Dalkei8t Drive 4200 Wesiroads Drive Brantford, Ontario N3P 1N6 West Peim Beach, FL 33407 Phone: 519- 759 -8090 Phone: 561-863 -0650 Far 519- 759-4912 Fax: 561 -881 -5635 Sheet No. 1 of 2 Cotner 1 Fortress An Rights Rrseroed. The arrangememdepicted tlereln are the sole property of Collier/Fortress and may.not be reproduced in any form without written permission ,�.+ ; U.S. PAINING. 5 7 3 2 7 5 5 . ,.... - •1• • • 2X6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT • • • • • • • • • • • • • • • • • ▪ • A) APPROXIMATELY EIGHTY PERCENT OF THE WIND LOAD ( 8640 LBS) FROM THE DOOR IS TRANSFERRED TO • • • • • • • • • • • • THE FORTRESSALUMINUM C- CHANNEL(S). B) ONE -HALF OF THE COMBINED FORTRESS ALUMINUM C- CHANNEL(S) LOAD IS TRANSFERRED TO THE HEADER BRACKETS) AND THEN • • • FROM THE HEADER BRACKET(S) TO THE FASTENERS (SEE PAGE 1 OF THIS DRAWING) • • • • • • • • • • • • • • • • C) THE REMAINING ONE -HALF OF THE FORTRESS ALUMINUM C- CHANNELS) LOAD IS TRANSFERRED TO THE FLOOR ; • • • • • • • • • • • • THROUGH THE FLOOR PLATE(S) AND THEN INTO THE FASTENER(S). • • • • • • • • • • • • • • • • 0) THE REMAINING TWENTY PERCENT OF THE WIND LOAD (1710 LBS) FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK AND FLAG BRACKETS AND THEN FROM THE TRACK TO THE 2X6 PRESSURE TREATED VERTICAL JAMBS (GRADE #2 OR Bt 1 i kR YELLOW PINE). • • ••• ••• • E) THE FORTRESS HEADER BRACKET(S) S E E S MAXIMUM DESIGN LOAD OF 1230 LB • • • • • • • • • • • (615 LB. PER SLEEVE ANCHOR OR 305 LB. PER WALL LAGS) • • • • • F) EACH FLOOR PLATE(S) SEES A MAXIMUM DESIGN LOAD OF 1230 LB , • • • • • • • • • • • • (305 LB. PER TAPCON) G) EACH VERTICAL JAMB/ RACK SEES A MAXIMUM DESIGN LOAD OF 856 LB (143 LB PER WALL LAG) H) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. WOOD FRAME BUILDINGS A) STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE #2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS BENDING (Fb). 8) STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS AND IN ACCORDANCE WITH FBC SECTION 23041. BLOCK WALL OR CONCRETE A) 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. B) BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BAR EXTENDING INTO FOOTING AND INTO TIE BEAMS. C) ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. 0) BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH FBC SECTION 21242. BUILDING TYPE FASTENER TYPE MAXIMUM ON CENTER DISTANCE FESWEEN FASTENERS STEEL WASHERS REQUIRED WOOD FRAME (SYP) '- Y:" x 3' EMBED LAG SCREW (ASTM A307, GRADE A) 16" YES BLOCK WALL OR CONCRETE W x 1-3/4" MN. EMBED !TW TAPCON CONCRETE ANCHOR ' 10' YES BLOCK WALL OR CONCRETE 3/8" x 1-%' MIN. EMBED RAWL -STUD EXPANSION ANCHOR (7400 SERIES) 19' NO BLOCK WALL OR CONCRETE 3/8" x 1-W MIN. EMBED RAWL LOK/BOLT ANCHOR BOLT (5000 SERIES) 16" NO *MINIMUM DISTANCE BETWEEN CENTER OFANCHORAND EDGE OF CONCRETE BLOCK 3', EXCLUDING STUCCO THICKNESS. COLLIER/FORTRESS DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. WHEN USING RAWL -STUD; THE CONCRETE BLOCK MUST BE GROUT FILLED WITH 2000 PSI GROUT JAMB PREPARATION NOTE A) EACH TRACK AND FLAG BRACKET SHALL BE FASTENED TO PRESSURE TREATED 2x6 YELLOW PINE WOOD JAMBS WITH 5/16'x1- 5 /8" LAG SCREWS (9) LAG SCREWS PER SIDE UP TO T0' HIGH AND (10) LAG SCREWS PER SIDE UP TO 8'0" HIGH. B) THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. C) PREPARATION OF JAMBS BY OTHERS. D) ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER COWER/FORTRESS INSTALLATION INSTRUCTIONS SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. FORTRESS ALUMINUM C- CHANNELS) STORAGE A) ALUMINUM FORTRESS ALUMINUM C- CHANNEL(S) SHALL BE STORED IN A CONSPICUOUS PLACE WITH EASYAND IMMEDIATE ACCESS SO THEY CAN BE REACHED AND INSTALLED ANY TIME HURRICANE WINDS ARE PRESENT. B) THE DOOR WITHOUT THE FORTRESS ALUMINUM C- CHANNEL(S) DOES NOT PROVIDE PROTECTION AGAINST HURRICANE WINDS. C) THE FORTRESS ALUMINUM C- CHANNEL(S) SHALL BE INSTALLED TO ACHIEVE DESIGN WIND LOADS. GENERAL NOTES A) MINIMUM EMBEDMENT OF CONCRETE ANCHORS -134 B) MINIMUM EMBEDMENT OF LAG SCREWS INTO WOOD -1 Y:" THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LABORATORY SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS 4 TIMES A YEAR THE MANUFACTURER SHALL MAIL TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER'S PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COIL WITH YIELD STRENGTH OF 37,100 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. • ••• • ; . • • .•.. • • • ••• • • •:• • : • • • • •1* • i • • • • • • •• • <- ---2X6 CENTER PAD • • • • • ••• . •• •I 4 • •' _ • • • • • • l • • • ••• • • • • • • HORIZONTAL JAMB • - :••4:14. 0� ©IUD FROM DO0R) • • • •• • • • • ••• • •• • • • FASTENER TYPE (SEE CHART) • • • •• MAXIMUM ON CENTER DISTANCE BETWEEN FASTENERS (SEE CHART) 2' X 6° VERTICAL JAMB Approved qs eomOying wkh the Fk ri >. i?z . "' {, C Dale` • Miami `il+'at t C Division By e DESIGN LOAD +60.60 PSF • FORTRESS POST ENGAGEMENT DETAIL Collier/Fortress Level 3 Wind Load Hardware Package Drawing Number D- CFL3WLP- 188-IN 5102 CO LL I E RI 48 Dalkei8i Drive 4200 Westroads Drive Brantford, Ontario N3P 1N6 West Palm Beach, FL 33407 Phone:519.759 -8090 Phone: 561-863-0650 Fax 519-769-4912 Fax 561-881-5635 A DIVISION OF SYSTEM DESIGN & MFG. INC. s- ' .,w TM Sheet No. 2of2 Wier / Emcees Alt Rights Reserved. er Coler/Fortressand reproduced frmwitlaN wrdtart permission. `.. f US PATENT NO. arms (sheet 1 of 5 ) SMALL MISSILE IMPACT RESISTANT DOORS SHUTTERS NOT REQD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE PANEL WIDTH NOMINAL Fr/IN. DOOR HEIGHT Fl / E DESIGN LOAD CAPACITY - PSF EXT. (+) INT. ( -) 2/0 2/6 3/0 3/6 4/0 4/6 8/0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 2/0 2/6 3/0 3/6 4/0 4/6 8/6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 2/0 2/6 3/0 3/6 4/0 9/0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 99.0 99.0 NOMINAL PANEL WIDTH DOOR WIDTH NO. OF PANELS • • ••• • •• •• • • • • • • a, • • • • R ••• • • 1 • • • • •.• • • • • • • • • • • • ••• • • • ••• •• •• • • • • • 193" • • • • • • • • ••• • .• •• • _ • • • • • • • • ••• • 2 1/2" • •• •• • :2• 2" • • • • • • 8 1/2" MAX. TYP. ton AT HEAD /SILL 2.1/2" 2 1/2" DOOR WIDTH CLUSTER OF 4, 5 OR 6 ANCHORS SEE: SHEET 2_. 5" MAX. TYP. HEAD /SILL CORNERS 2 1/4" SERIES- 1400ST ALUM SLIDING GLASS DOOR DOORS GLAZED WITH LAMINATED GLASS RATED FOR SMALL MISSILE IMPACT. MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQD. FOR INSTALLATIONS UPTO 30 FT. OF GRADE. DESIGN LOAD RATING FOR THESE DOORS TO BE AS PER CHART SHOWN ABOVE. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING . CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 1 1 1 1 1 0 OX OR XO OXO APPROVED CON FIG URATION$ TWO TRACK FRAME DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING STILE COMBINATIONS SHOWN IN THESE DETAILS MAY ALSO BE APPROVED (EXAMPLE OOXX00). OXXO 44 9/16" D.L. OPG. 48 1/4" 44 9/16" PANEL WIDTH D. L. OPG. 49 7/8" PANEL WIDTH 1/4" HEAT STREN'D. GLASS .060 INTERLAYER SAFLEX /KEEPSAFE TYPICAL ELEVATION TESTED UNIT r,.1 /4" TEMPERED GLASS GLAZIN4x DETAIL 3" CLUSTER OF 4 ANCHORS IV&ie111i FRAME JAMB ANCHORS sesnewiethe irtX E iqr R . 110MAYOUN FAROOQ STRUCTURES FLA. PE IF 18557 CAN, 20 i t A 3 67 CC M a. 2 0 E d 'r a 1 4 c A 10 &23.03 df N r`- 1 drawing no. W03 -11 __� .... • • 0 S N Ed - 0 *� • •U •• • • • R • • • •• • • ••. •• •,, • • " •. • • .•. •. (g� v c SERIES- 1400ST ALUM SLIDING GLASS DOOR DOORS GLAZED WITH LAMINATED GLASS RATED FOR SMALL MISSILE IMPACT. MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQD. FOR INSTALLATIONS UPTO 30 FT. OF GRADE. DESIGN LOAD RATING FOR THESE DOORS TO BE AS PER CHART SHOWN ABOVE. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING . CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 1 1 1 1 1 0 OX OR XO OXO APPROVED CON FIG URATION$ TWO TRACK FRAME DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING STILE COMBINATIONS SHOWN IN THESE DETAILS MAY ALSO BE APPROVED (EXAMPLE OOXX00). OXXO 44 9/16" D.L. OPG. 48 1/4" 44 9/16" PANEL WIDTH D. L. OPG. 49 7/8" PANEL WIDTH 1/4" HEAT STREN'D. GLASS .060 INTERLAYER SAFLEX /KEEPSAFE TYPICAL ELEVATION TESTED UNIT r,.1 /4" TEMPERED GLASS GLAZIN4x DETAIL 3" CLUSTER OF 4 ANCHORS IV&ie111i FRAME JAMB ANCHORS sesnewiethe irtX E iqr R . 110MAYOUN FAROOQ STRUCTURES FLA. PE IF 18557 CAN, 20 i t A 3 67 CC M a. 2 0 E d 'r a 1 4 c A 10 &23.03 df N r`- 1 drawing no. W03 -11 z 1BY OR 2BY woop • BuJ Q • • TYPICAL ANCHORS • • • • • IN CLUSTERS OF .6 • • • SEE ELEV. • • • • • ••• 6 4 4' • ..4. • • 4 • ••• ••• • • • • • • • • • • • • ••• • • •• •• • • • • • ••• • • • • • • • • • • ••• • • • • • •• • •• •• • • • • • • • • •i • • • • • • • • • •• ••. ••• • . TYPICAL ANCHORS IN CLUSTERS SEE NOTE BELOW Iii liI ij II Iii 1 p Ii ►�i 4 • •do • 2" DRAIN NOTCH AT EACH END TYPICAL ANCHORS IN CLUSTERS OF 4 SEE ELEV. & ANCHOR NOTES HIGH STRENGTH GROUT • • • • • ATTACHMENT TO CONCRETE MAX. SHIM SPACE 1/4" SHIM SPACE — CLUSTER OF 4 3/8" SHIM SPACE — CLUSTER OF 5 1/2" SHIM SPACE — CLUSTER OF 8 TYPICAL ANCHORS IN CLUSTERS OF 4 SEE ELEV. METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. ATTACHMENT TO ALUM OR STEEL WOOD BUCKS NOT BY RC ALUMINUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. HILTI KWIK —CON I1 THRU 2BY W000 BUCKS INTO MASONRY OR CONC. 2" MIN. COMBINED EMBEDMENT (WOOD + MASONRY) THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONCRETE 1 -1/4" MIN. EMBED INTO CONCRETE #14 SM$ INTO METAL STRUCTURES (1/8" MIN. THICKNESS) #12 SM$ INTO APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH SILICONE. Approved aLcootcodoptytaig with the gide �; SOW sY Engr. D • HUMAYCUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 38 l z G' C)0 gi cy U� n a a °° O'LhoC JOR a VAX. (305) 592 -21 0 n 0, 0 'a d 0 rn A 4 drawing no. W03 -11 sheet 2 of 5 TYPICAL ANCHORS IN STAGGERED FAIRS SEE ELEV. FOR SPACING .. .. • • • • • •. • • • • • ••• PANEL WIDTH 1/2"MAX. SHIM u.:u..W .u.u,,.u, • D.L OPG. • •• • •• • • • • •• • • • • • • • • • • • • _• ••• • • ty *.+444PW47W914. »" 'SlV.yj. wtov.ttt astIttstmoo tttv.stuto. t" ` :W it -1-c c' 15WIASSA Vir 1Rtt VI IBY OR 2BY WOOD BUCK D.L. OPG. PANEL WIDTH EXTERIOR DOOR WIDTH 1/2" SHIM SEE SHEET 2 FOR ANCHOR DESCRIPTION TYPICAL ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING 3/8" MAX. SHIM 1/2" MAX. SHIM DOOR WIDTH ATTACHMENT TO CONCRETE ATTACHMENT TO METAL STRUCTURE$ OR CONC. BLOCK STEEL OR ALUMINUM drawing no. W03 -11 sheet 3 of 5 ) FRAME HEAD 1.313 TOP RAIL 1.250 1 .050 1.344 1.250 JAMB COVER • • •• •• • • • ••• • • • ••• • • Z7� • • • • • •. • 4a$2. • • • ••• •1 • • • • • • • •• • •• • 1.404 18600 • • • • i • • • • • • • • f22 •• •e • •• .100 �45 'x•483•• • ••• • • • • •• •• • •LCCK'ST10E • • • • • or •• • • • • • • • • • FIX. BOTTOM RAIL 1.425 .500 2.625 .080 1.587 L1.100 --1 MOVING BOTTOM RAIL 2.127 INTERLOCK STILE 1.031 .068 1.282 .880 .450 FIXED STILE .500 r -2.103 1.150 .7450 CF-1-1 .125 -4 1.000 5.142 4.100 4.500 " -.181 .750 FRAME SILL MTG. STILE .302 1.148 2.365 ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 1400ST -118 1 FRAME HEAD 8005 -T5 - 2 1400ST -119 1 FRAME SILL 6005 -T5 - 3 1400ST -101 2 FRAME JAMB 8063 -T6 - 4 1400ST -121 1 /MOV. PANEL MOVING HORIZ. BOTT. RAIL 6063 -T6 - 5 1400ST -122 1 /FIX. PANEL FIXED HORIZ. BOTT. RAIL 6063 -T6 - 6 1400ST -120 1 /PANEL TOP RAIL 6083 -T8 - 7 1400ST -106 OPTIONAL JAMB COVER TRIM - - 8 1400ST -105 1 /FIX. PANEL JAMB FIXED STILE 8005 -T5 - 9 140087 -103 1 LOCK STILE 6005 -75 10 1400ST -123 1/ PANEL INTERLOCK 6005 -T5 - 11 1400ST -104 1 MEETING STILE 8005 -75 - 12 - - - - - 13 1400ST -112 - SILL TRACK ANCHOR 6005 -T5 6" LONG 14 - - 15 - AS READ. SILL TRACK PLATE (4 -3/16" X 1/4" X 10" LONG ALUMINUM AT INTERLOCK /ASTRAGAL STILES 16 - AS READ. SILL TRACK PLATE (4 -3/18" X 1/4" X 5° LONG ALUMINUM AT EACH END 17 V-028 - BULB W'STRIPPING VINYL FP -198 PROTOTYPE 18 5904 - SKIRT PILE W'STRIPPING - ULTRAFAB 19 W33211 NK - FIN PILE W'STRIPPING - ULTRAFAB 20 W33371 NK - FIN PILE W'STRIPPING - ULTRAFAB 21 - - - - - 22 V-022 AS READ. GLAZING GASKET (9/16" GLASS) VINYL FP -707 PROTOTYPE/NN- -1432 WIBORG 23 - - - - - 24. - - - - - 25 100 -7101 2 /MOV. PANEL TANDEM WHEEL ASSEMBLY - WORLD IND. PRODUCTS INTL. 26 10- O01B)0X 1 STANDARD SUDE SET LOCK - WORLD IND. PRODUCTS INTL. 27 V -029 OPTIONAL DOOR BUMPER (NOT SHOWN) - 1° DIA. X 3/4" LONG 28 P -011 - PANEL GUIDE - M &M PLASTICS 29 #10 X 1" AS READ. FRAME & PANEL ASSBY. SCREWS ST /ST PH SMS 30 1/420X3/4" 3/ CLIP SILL TRACK ANCHOR SCREWS ST /ST - 31 PAD -01 - 7/8" X 3" X 5/8" PILE PAD (P6303AFG) - AT TOP & BOTT. OF MTG. STILES 32 PAD -02 - 7/8" X 3" X 5/8" PILE PAD (P6309AFG) - AT TOP & BOTT. OF INTERLOCK) FRAME JAMB SILL TRACK ANCHOR Approved> 1rtetida NOA�T 7A 0V-A P Engn DR. HUMAYOUN FAR000 STRUCTURES FLA.. PE . 16557 C.A.N, 3538 24 a O c ) a u~i • < ) 0 0 0. 0 II k 1 r-^ drawing no. W03 --11 (sheet 4 of 5 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • - - -- •• •• • • • • • • • • • • • • • ••• • ••• • •• • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• PANEL TOP CORNER FRAME TOP CORNER PANEL BOTTOM CORNER FRAME BOTTOM CORNER drawing no. W03 -11 sheet 5 of 5 37" MAX. WINDOW WIDTH 35 3/8 "MAX. VENT WIDTH 30 1/8" MAX. D.L OPG. 8 5/8" MAX. TYP. HEAD /SILL CORNERS 5" MAX. TYP. HEAD /SILL CORNERS 6 8 5 M N SINGLE VENT WDW, • • ••• .• .. • • • • • • • • • •.• • • • • • • .4.0 -• • ••• • • • • FALSE MUNTINS • ••MAY •E!•E Ling • • • • • . 0 • 0 • ••• • • • • 354'8" MAX. ▪ VENT WIDTH ,, 30, 1/8: WAX. • • • D.L..�iPG. • • • • • • • • 74" MAX. • WINDOW WIDTH 35 3/8" MAX. VENT WIDTH 30 1/8" MAX. D.L. OPG. g 5 0i g Fn •• •“• • • • • • • • • 0 • • • 8 5/8" MAX. TYP. ••• • / • F • I _• • • • • • • 11 11/ . I•• I 11 / / I. IMPOST 11 I \ 11 1 \ I� 1 \ HEAD /SILL CORNERS 37" MAX. WINDOW WIDTH 20 3/8" 1 16" DUAL VENT WDW, M N Approved as aunAling wigs th Merida NOAO Miami Divides 67 CM100 OPERATING /FIXED ALUMINUM CASEMENT WINDOWS APPROVAL APPLIES TO SINGLE VENT WINDOWS OR DUAL VENT WINDOWS USING INTEGRAL IMPOST. " n ALSO TOP AND BOTTOM COMBINATIONS OF FIXED AND CASEMENT WINDOWS USING STACKING HEAD /SILL WITHOUT MULLION. ALSO TO SIDE BY SIDE COMBINATIONS OF CASEMENT /FIXED, CASEMENT /CASEMENT OR WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MUL.UONS. RATING OF FIXED WINDOWS UNDER SEPARATE NOA. SIDE BY SIDE WDWS. ONE OR TWO ANCHORS AT EACH SIDE SEE CHART SHEET 2 WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. POINT HARTS S SHEET 2 DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. II WINDOW WIDTH 35 3/8" MAX. .4 WINDOW WIDTH 35 3/8" MAX. VENT WIDTH 30 1/8" MAX. VENT WIDTH 30 1/8" MAX. D.L. 1 OPG. . (li D.L. OPG. It1 WINDOW HEIGHT 72 3/4" MAX. 1; li / / l .." 11 � �� / 1I II/ 11 [ j� /11 11 11 ;'' 11 \ 1 11 = �\�__ - -�__- ((,, i I� 1 11v 11 _�.1== ■- .117"1"x= 11 �\ \ i J D.L OPG. (P I1 x 11 /11 / 11 \ 11 = x\11== (� Ii 11v =-1 -'- `.N1:4...-_ 1 f1® I1JLLION ! 1 1 - =__- 1 1 �\ B \ � 8 5/8" MAX. TYP. (I n 2 - Iij I� / —8 9/8" LOCKING ALSO TOP AND BOTTOM COMBINATIONS OF FIXED AND CASEMENT WINDOWS USING STACKING HEAD /SILL WITHOUT MULLION. ALSO TO SIDE BY SIDE COMBINATIONS OF CASEMENT /FIXED, CASEMENT /CASEMENT OR WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MUL.UONS. RATING OF FIXED WINDOWS UNDER SEPARATE NOA. SIDE BY SIDE WDWS. ONE OR TWO ANCHORS AT EACH SIDE SEE CHART SHEET 2 WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. POINT HARTS S SHEET 2 DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. II 11' THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN DESIGN OF ANCHORS. MULUQN CAPACITY FOR THIS OPTION SEE SEPARATE MULLION NOA Email DR. HUMAYPUN FAR00Q STRUCTURES FLA. PE # 16557 C.A.N. 3538 0 4 2004 co m a z 2 0 0 a 0 0 m II 0 II sI drawing no. W04-16 (sheet 1 of 7 sheet 2 of 7 ) DESIGN LOAD CAPACITY - PSF SIDE BY SIDE SINGLE VENT WINDOWS WINDOW DIMS. GLASS TYPES 'A' & '8' ONE ANCHOR AT EACH SIDE TWO ANCHORS AT EACH SIDE WIDTH (w) HEIGHT (H) EXT.( +) & INT.( -) EXT.( +) & INT.( -) 19 -1/8" 24" 26 -1/2" 30" 37" 42" 48" 53 -1/8" 38 -3/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.0 80.0 67.4 80.0 60.9 80.0 19-1/8" 24" 26 -1/2" 30" 37" 42" 48" 53 -1/8" 48" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 69.9 80.0 61.6 80.0 53.9 80.0 48.7 80.0 18 -1/8" 24" 26 -1/2" 30" 37" 42" 48" 53 -1/8" 50 -5/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 66.3 80.0 58.4 80.0 51.1 80.0 48.2 80.0 19 -1/8" 24" 26 -1/2" 30" 37" 42" 60" 80.0 80.0 80.0 80.0 78.1 80.0 89.0 80.0 55.9 80.0 49.3 80.0 19 -1/8" 24" 28 -1/2" 30" 37" 42" 63" 80.0 80.0 80.0 80.0 74.4 80.0 65.7 80.0 53.3 80.0 46.9 80.0 19 -1/8" 24" 26 -1/2" 30" 37" 66" 80.0 80.0 78.4 80.0 71.0 80.0 62.7 80.0 50.8 80.0 19 -1/8" 24" 28 -1/2" 30" 37" 72" 80.0 80.0 71.8 80.0 65.1 80.0 57.5 80.0 46.6 72.8 19-1/8" 24" 26 -1/2" 30" 37" 74 -1/4° 80.0 80.0 69.7 80.0 63.1 80.0 55.7 78.4 45.2 65.9 • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • .• • • • ••• • •• • • • •• • • • • • • •• • • • • • • • • • • • • • • • • ••• • • DIRECTION OF VENT OPNG. • . • • • • • • • OPTIONAL • • • • • • •• • • • • • •• MUWON ONE OR TWO ANCHORS AT EACH SIDE FIXED WINDOW OR CASEMENT WINDOW FOR FIX. WDW. RATING SEE SEPARATE NOA WDW. HEIGHT UPTO NO. OF KEEPERS AT SASH NO. OF HINGES AT SASH 29 -1/4" 2 2 42" 3 2 44 -1/4" 3 3 59 -1/4" 4 3 74 -1/4" 5 3 • • •DESIGN LOAD CAPACITY - PSF • • DUAL VENT WINDOWS WINDOW DIMS. GLASS TYPES 'A' & WIDAi. (W) f • • • •31? • • • •• 53 -1/8" HEIGHT (H) EXT.( +) & INT.( -) 60" •• ••72" 24" 38 -3/8" 80.0 80.0 80.0 80.0 80.0 80.0 ••37. 48" 53 -1/8" 60" 72" 74" 50 -5/8" 80.0 80.0 80.0 80.0 80.0 37" 48" 53 -1/8" 60" 72" 74" 60" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37" 48" 53 -1/8" 60" 72" 74" 63" 80.0 80.0 80.0 80.0 80.0 80.0 37" 48" 53 -1/8" 60" 72" 74" 88" 80.0 80.0 80.0 80.0 80.0 78.4 37" 48" 53 -1/8" 60" 72" 74" 72" 80.0 80.0 80.0 80.0 73.9 71.9 37" 48" 53 -1/8" 80" 72" 74" 74-.1/4" 80.0 80.0 80.0 80.0 71.0 69.7 W 4, 1 WDW. HEIGHT UPTO NO. OF KEEPERS AT SASH NO. OF HINGES AT SASH 42" 2 2 74 -1/4" 3 3 Approved as eomPI»4fB with die Florida f;; =• Date I. t NOA# ' MDIam1 s • h�SEo® DESIGN LOAD CAPACITY - PSF SINGLE VENT WINDOWS WINDOW DIMS. GLASS TYPES A' & 'H' WIDTH (w) HEIGHT (H) EXT.( +) & 19 -1 /8" 24" 26 -1/2" 30" 37" 26" 80.0 80.0 80.0 80.0 80.0 19 -1/8" 24" 28 -1/2" 30" 37" 38 -3/8" 80.0 80.0 80.0 80.0 80.0 19 -1/8" 24" 26 -1/2" 30" 37" 48" 80.0 80.0 80.0 80.0 80.0 19 -1/8" 24" 26 -1/2" 30" 37" 50 -5/8" 80.0 80.0 80.0 80.0 80.0 19 -1/8" 24" 28 -1/2" 30" 37" 60" 80.0 80.0 80.0 80.0 80.0 19 -1/8" 24" 26 -1/2" 30" 37" 63" 80.0 80.0 80.0 80.0 80.0 19 -1/8" 24" 26 -1/2" 30" 37" 66" 80.0 80.0 80.0 80.0 80.0 19 -1/8" 24" 26 -1/2" 30" 37" 72" . 80.0 80.0 80.0 80.0 77.2 19 -1/8" 24" 26 -1/2" 30" .37" 80.0 80.0 74-1/4" 80.0 0 7.4.8 End, OR... UMAYOUN FAR00` STRUCTURES, . FL4. PE 1557 C.A.N. 3538 JUN 0 4 2004 S 2 W WDW. HEIGHT UPTO NO. OF KEEPERS AT SASH NO. OF HINGES AT SASH 42 ". 2 2 74 -1/4" 3 3 C FAX. (305) 592 -2184 c 0 0 .0 1 c 0 a 0 0 0 0 0 0 c drawing no. W04 --16 1/8" HEAT STREN'D GLASS .090" INTERLAYER DUPONT BUTACITE PVB 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 GLASS TYPE 'A' 1/8" HEAT STREN'D GLAS$ .090" INTERLAYER DUPONT BUTACITE PVB 1/8" HEAT STREN'D GLASS SIUCONE DOW CORNING 795 GLASS TYPE 'A' • i 1/8" HEAT S1 Ni):GUS ••• i• • • •• • • • 1/4" AIR PACE • • • • • • ••• • • • • ••• 1/8" HEAT STREN'D GLASS 0,9 " INTERLAYER. • • • • • DUI:SNT • NIACIN, PVg : ; ; • • • • •1•/8" EXAT STRtN'D ?ASS • D ILIqpN O W " O NNG *795 • • • •• • • • • •• • • • • •• • • • • • ••• •• GLASS TYPE 'B' 1/8" HEAT STREN'D GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS .090" INTERLAYER DUPONT BUTACITE PVB 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 GLAZING OPTIONS GLASS TYPE 'B' ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPLIER /REMARKS 1 CM100 -001 2/ WDW FRAME JAMB 6063 —T6 — 2 CM100 -002 2/ WDW FRAME HEAD AND SILL 6063 —T6 — 3 CM100 -007 AS REQD. FRAME JAMB (FIX.) 6083 —T6 FOR FIXED WINDOW 4 CM100 -008 AS REQD. HORIZ. IMPOST 6063 —T6 FOR FIXED WINDOW 5 CM10O -012 AS REQD. JAMB ANCHOR CUP 6083 —T6 — 6 CM100 -013 AS REQD. VENT HINGE 6005 —T5 INSTALLED WITH (3) #10 X 3/8" MS 7 CMIO0 -014 AS REQD. FRAME HINGE 6005 —T5 INSTALLED WITH (2) #10 X 3/8" MS 8 CM100 -015 AS REQD. FRAME HEAD /SILL (FIX.) 8063 —T6 FOR FIXED WINDOW 9 CM100 -016 4/ WDW GLAZING BEAD (LAM. GLASS) 6063 —T6 FOR FIXED WINDOW 10 CM100 -017 4/ WDW GLAZING BEAD (LAM. INS. GLASS) 6083 —T6 FOR FIXED WINDOW 11 CM100 -018 4/ WDW SNAP COVER (LAM. GLASS) 6063 —T6 FOR FIXED WINDOW 12 04100 -019 4/ WDW SNAP COVER (LAN. INSUL GLASS) 6063 —T8 FOR FIXED WINDOW 13 CM100 -020 AS REQD. VERTICAL IMPOST 6063 —T8 — 14 CM100 -021 2/ IMPOST ANCHOR CUP FOR VERTICAL IMPOST 6063 —T6 — 15 CM100 -022 — ANCHOR ARM OPERATOR 6063 —T6 — 16 — AS REQD. SCREENS ALUMINUM OPTIONAL 17 — — — — — 18 — — — — — 19 CM100 -026 4 VENT FRAME 6063 —T6 — 20 CM100 •027 1/ CORNER CORNER LOCK 6063 —T6 — 21 V -033 AS REQD. TREMCO TR -5804N SPONGE NEOPRENE — 22 V-054 AS REQD. VINYL FOR LAM. GLASS — VENT PVC — 23 V--055 AS REQD. VINYL FOR LAM. INSUL GLASS — VENT PVC — 24 V -059 AS REQD. VINYL FOR LAM. & LAM. INSUL GLASS (FIX.) PVC — 25 AS REQD. 3/18" X 3/8" X 4" LG. SET11NG BLOCK — — 26 AS REQD. 1/8" X 1/2" SINGLE FACE TAPE — — 27 P -025 — PLASTIC CAM M & M NYLON — 28 -. — — — — 29 — — — — — 30 CD25 & CD35 — SINGLE ARM OPERATOR ST. STEEL ROTO HARDWARE SYSTEMS 31 — — — — — 32 LB05 -6845 — 3 POINT LOCK ASSEMBLY — ROTO HARDWARE SYSTEMS 33 GT553 — GUIDE HOUSING — ATTACHED W/ (3) #8 X 3/4" SMS 34 GSOO1 — STRIKER — ATTACHED W/ (3) #8 X 1/2" SMS 35 #10 X 1" 2/ CORNER FRAME ASSEMBLY SCREW ST. STEEL PH PHL SMS 36 #10 X 1/2" 2/ CORNER VENT ASSEMBLY SCREWS ST. STEEL FH PHL SMS 37 #10 X 3/4" 4/ CORNER IMPOST ASSEMBLY SCREWS ST. STEEL PH PHL SMS 38 #10 X 3/4" 2/ SIDE IMPOST ASSEMBLY SCREWS ST. STEEL FH PHL SMS APP�'6ved wo eump38 Flan da Bat a NOAH Miami BkiSiOn BY r.°3 O ° . .Hey�o z oa C • " n 00 Q Q • coati 44M° R WN2� co 2 Lg 00 ALUMINUM 2 U • a FAX. (305) 592 description 0 1 0 0 c v 0 c T L gst drawing no. W04 -16 (sheet 3 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING • • .•• • • • ..• •. •. • • • .. .• • ... • • ...• • • • • TYrICk:141CQ0RS : : METAL STRUCTURES 'ELEV.* (STEEL OR ALUM. 1/8" MIN. THICK) FOR SPACING STEEL : Fy = 36 KSI MIN. A� �MINUM : 6063 -T5 MIN. . 4 1BY OR 29Y WOOD BUCKS 2 BY WOOD BUCK • •• • • • • • •• i IS • N • J•.• • • •. • • ••.1 • • DADE COUNTY APPROVED MUWON & MUWON ANCHORS TYPICAL ANCHORS SEE ELEV. 2 N TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" HILT! KWIK -CON Ij INTO WOOD STRUCTURES WITH 1 -3/8" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY WITH 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1 /4" HILTI KWIK -CON I! DIRECTLY INTO MASONRY WITH 1 -1/4" MIN. EMBED INTO MASONRY 1/4-20 TEKS SELF DRILLING SCREW$ INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. ,V.P-ML ELiOE DIST,AN E INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD = 1" MIN. t SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH JOINT SEALANT. Approved as complying with do Florida ,. Cede Date + � k' NOM i •A'f ; *1A" Miami Division By 'TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. 0 SHIM 1 1 /4 "MAX. SINGLE VENT WINDOWS gr. DR.. hU Y N FARO STRUCTURES FUN. PE J . 10957 G.a.N. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY RC ALUMINUM. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. FAX. (305) 592 -2184 1 drawing no. W04 --16 (sheet 4 of 7 ) • •• •• • • • 1 • • • • • •• • • • • `r.•.. • • • • • • • • •• • • • • • • • • • • • • 1 /4"MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING r 1BY OR 2BY WOOD BUCK DUAL VENT WINDOWS 1 X 3 X 1/8" ALUM TUBE 2BY WOOD BUCK 1 /4" MAX. 0 SHIM 1YPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4 "MAX. • TYPICAL ANCHORS •SEE ELEV. FOR SPACING • D WINDOW WIDTH SIDE BY SIDE WINDOWS WINDOW WIDTH Approved as complying wltb the Florida Date NOA# Miami Divides BY Engr: DR. 1-1 J- .::YO H FAROOQ STRUCTURES PL A. PE 16537 OAN.78 drawing no. W04 -16 (sheet 5 of 7 _TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 2BY WO D .BUCKS EXTERIOR a 0 _1 0 a .P 1 ACCESS HOLE t(!) • • • .• • • • ••• . • .• • • • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• • ••• • •• • •• • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• . • ••• • • • •• • • • •• ••• •• • • • • • • •• • • • ••••••• J 0 344 ACCESS HOLE 4 TYPICAL ANCHORS 4 0 ` SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING Appnwedocomplybewhhdte Flo Date NOA# Miami Widow By / co O ° M I N w W O 0 g4 a ° i Q N • Mo at Z Ih rz,/g;• r8i U Z z 0 Z =F.■ Z to 73 • cs N2 t N 0 O V 8 v O 1 .44 03 drawing no. W04 -16 sheet 6 of 7 .562 062 TYP. 1.938 .062 TYP. .875 1.375 1.906 1.738 FRAME HEAD /SILL 3.062 2.562 HORIZ. IMPOST • 1 • • .688 • • . • .078 1.399 • • • • • • ••• • • �18_�i •• • •. • • .704'.._ • 22 VENT STILE 2.000 .625 k 2.500 FRAME JAMB VERT. IMPOST VENT CORNER r 2.000 -.312 .50- 0 1.875 I1 .875 .875 2.125- FRAME JAMB (FIX.) FRAME HEAD /SILL (FiX.) CORNER KEY 1.203 --1 r -.110 .050 TYP. I-41 .875 1.315 -�i .969 082 TYP, --I .912 .907 GLASS STOP (FIX. LAM. GL) 11 SNAP COVER (FIX. LAM. GL) 1 072 O6 TYP .9� 9 10 .542 .907 GLASS STOP (FIX. LAM. ,INSUL GL) .110 .050 TYP.- .875 L.945-1 1z SNAP COVER (FIX. LAM. INSUL GL) 0 JAMB ANCHOR CUP .250 .535 1.581 .738 0 FRAME HINGE 14 IMPOST ANCHOR CUP FRAME CORNER Approved es complyhag with the Florida N A# .! ,r7,Y Nre smarm a , t•. preducticoidni Division By Engr DR. R10(11+ FAROOQ ,51RUCTURES FAA. PE 18557 C.A.N.?Ma O VENT HINGE IMPOST CORNER JAN 0 4 2004 z o py h rii <0 O o m }) N IR O R o a a4 o y� U K 1.... r) o sa rat ¢ 4 I of ;oN Pk to g N 0 N c O 0 to 0 o0 ,c t drawing no. W04 -16 sheet 7 of 7 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES 'A' & 'B' WIDTH LENGTH EXT.( +) 1NT.( -) 19 •1/8" 80.0 80.0 24" 80.0 80.0 28 -1/2° 80.0 80.0 300 38 -3/8" 80.0 80.0 80.0 80.0 37° 42" 77.1 77.1 48" 77.1 77.1 53-1/8" 77.1 77.1 19 -1/8" 80.0 80.0 24" 80.0 80.0 26 -1/2" 80.0 80.0 30° 80.0 80.0 37" 48" 80.0 80.0 42° 70.5 70.5 484 61.7 81.7 53 -1/8° 61.7 61.7 19 -1/8" 80.0 80.0 24" 80.0 80.0 28'-1/2" 80.0 80.0 30" 50--5 8° 80.0 80.0 37° / 80.0 80.0 42" 70.5 70.5 48° 61.7 61.7 53 -1/8" 58.5 58.5 19 -1/8" 80.0 80.0 24" 80.0 80.0 28 -1/2" 80.0 80.0 30" 80" 80.0 80.0 37" 80.0 80.0 42° 70.5 70.5 19 -1/8" 80.0 80.0 24" 80.0 80.0 26 -1/2" 80.0 80.0 30" 83° 80.0 80.0 37" 79.3 79.3 42" 70.5 70.5 19 -1/8° 80.0 80.0 24" 80.0 80.0 26 -1/2" 86° 80.0 80.0 30" 80.0 80.0 37" 75.6 75.6 19 -1/8" 80.0 80.0 24° 80.0 80.0 28 -1/2" 72" 80.0 80.0 30" 80.0 80.0 37° 87.5 87.5 19 -1/8" 80.0 80.0 24" 80.0 80.0 26 -1/2" 74 -1/4" 80.0 80.0 30° 80.0 80.0 37" 85.5 65.5 • • .•• • • - • •.• •• •• • • • O. •• • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ••• • • • • ••• • ••• • •• • •• • • • •• • • • • • • • • • •• • • . •• • • • • • • • • • • 0 . 0 • • • • • • • . • • •.• • • • .• • • • •• ••• •• • • • • • • • • .. • • • • • ••• •. 1/80 HEAT STREN'D GLASS 090° INTERLAYER DUPONT BUTACITE PVB 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 GLASS TYPE 'A' 1/8" HEAT STREN'D GLASS 1/4" AIR SPACE 1/8° HEAT STREN'D GLASS .090" INTERLAYER DUPONT BUTACITE PVB 1/16* MW. 119P 1/8° HEAT STREN'D GLASS SILICONE DOW CORNING 795 GLAZING OPTIONS GLASS TYPE 'B' FX10O ALUMINUM FIXED WINDOWW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. APPROVAL APPUES TO SINGLE WINDOWS ALSO SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF VNO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS. 37" MAX. WINDOW WIDTH 32 3/4" D.L OPG. 1 0 0 FALSE MUNTINS (SURFACE AY BE USED PLIED) 3 5" MAX. TYP. HEAD /SILL CORNERS THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN DESIGN OF ANCHORS. 13 1/2° MAX. HEAD /SILL TYPICAL ELEVATION TESTED UNIT to WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHU I I ERS. Engr3 DR. HUMAYOUN FAROOQ STRUCTURES FLA.'PE 16557 C.A.N. . 1' 2004 z z S •-Q cv Dr-" Ztl777r xi- 141 N Z at • War teciZO 1 c 4v 1 drawing no. woo -44 sheet 1 of 4 sheet 2 of 4) 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCKS • • ••• • • • ••• •• •• • • • •• Of • • • • • • • • • • • • • • ••• • • ,• METAL "STRUA� • • • •• • (STEEL • OR 1/�" MIN. THIK) • • STEEL : Fy as 36 KSI MIN. ALUMINUM, :.6063 -15 Mllti•• • • • • : • • • : INCAL 4I410tg • • • • • • • Ste. FLEW • • • • • • • • • irri....• ,.......7.4....0%,.-J • • li • ' i1 •• • •• • • • • •• NJ M TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING DADE COUNTY APPROVED MULLION & MULLION ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY RC ALUMINUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" HILT! KWIK —CON d INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO 3000 PSI MIN. CONC. OR C -90 GROUT FILLED BLOCK 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" HILTI KW)K —CON fl DIRECTLY INTO 3000 PSI MIN. CONC. OR C -90 GROUT FILLED BLOCK 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1P14 SMS OR 1/4 -20 TEKS SELF DRILLING SCREWS INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD = 1" MIN. SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH JOINT SEALANT. Approved es eomplyiug with the Engr. HUMAYOUN FAROOQ STRUCTURES FLA. PE #_1 _6557 C.A.N. 3538 UL 15 2004 z h C.7 is C N 0 U�T z�F) c a8 G 0 3 c z 0 IZ 00 ALUMINUM 8c tog Dl .o OQ • 1 0 1 drawing no. W04-44 < ) 2.000 FRAME JAMB 1.875 2.000 FRAME HEAD /SILL , • •.• • • • .. 10 •• • • • •. •• • 1 • • • • • • • • . • • ••• • • • • • • • • • • • *O. .754 „s • • .504 • ••• • •• • • •.0g+: �, {.583 •.. • • • • • • • • • • • • • •• • •• • • • • • •• • ' • ••. .• • • • •.%i:IAilit� �VG4#dR • • 1.203 .969 '1 I .907 .062 TYP. .912 GLASS STOP (LAM. GLASS) .050 TYP. .875 .110 SNAP COVER (LAM. GLASS) Q GLASS STOP (LAM. INSUL. GLASS) .050 TYP. .875 5 I-...945 SNAP COVER (LAM. INSUL. GLASS EBANJE CORN1=r 5 $r� pe g • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM 0 111t�i�C(i =' 4ei1%ia`IIlI EXTERIOR ITEM N0. PART NUMBER QUANTITY DESCRIPTION MATERIAL 14k(ANF. /SUPPLIER /REMARKS 1 CM100 -007 AS READ. FRAME JAMB 6063 -T6 , FOR FIXED WINDOW 2 CM100 -012 AS READ. JAMB ANCHOR CUP 8063 -T6 - 3 CM100 -015 AS READ. FRAME HEAD /SILL 6063 -T6 - 4 CM100 -016 4/ WDW GLAZING BEAD (LAM. GLASS) 8083 -T8 - 4A CM100 -017 4/ WDW GLAZING BEAD (LAM. INS. GLASS) 6083 -T6 - 5 CM100 -018 4/ WDW SNAP COVER (LAM. GLASS) 8063-T6 - 5A CM100 -019 4/ WDW SNAP COVER (LAM. INSUL GLASS) 6063-T6 - 6 - - - . - - 7 V -059 AS READ. VINYL FOR LAM. dm LAM. INSUL GLASS PVC - 8 AS READ. 3/16" X 3/8" X 4 ". LG. SETTING BLOCK - - 9 AS READ. 1/8" X 1/2" SINGLE FACE TAPE 10 #10 X 1" 2/ CORNER FRAME ASSEMBLY SCREW ST. STEEL PH PHL SMS 0 D.L OPG. WINDOW WIDTH 'TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 "MAX. SHIM • MIAMI -DADE COUNTY APPR,D MUWON SEE SEPARATE NOA #14 SMS OR TEKS SCREWS SEE ELEV. FOR SPACING itirf el it •.� 4.1 "11 M . +.•:11711111 D.L OPG. D.L. OPG. EXTERIOR WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM WOOD BUCK A�ryp�p�.(.�..:7010111$1461 4j1� iDeixD•� NOAR 2i+::7sL' r. DR. UMA FAROOQ STRUCTURES FLA. PE #8557 C.A.N. 16 2004 m o N O a 41 11 D n 86 �$ a3aaa, o N• ao0N 4110 v g z a z z O r 1 drawing no. W04 -44 (sheet 3 of 4 (sheet 4 of 4 ) DESIGN LOAD CAPACITY - PSF SIDE /SIDE OR TOP /BOTTOM WINDOWS ONE ANCHOR AT WINDOW DIMS. EACH SIDE OF MULLION TWO ANCHORS AT EACH SIDE OF MULLION WIDTH (w) LENGTH (L)l EXT.( +) ( 1NT.( -) EXT.( +) 1NT.(-) 19 -1/8" 24" 26 -1/2" 30" 27" 42" 48" 53-1/8" 38 -3/8" 19 -1/8" 24' 26 -1/2" 30" 37" 42' 48" 53 -1/8" 48' 19 -1/8" 24" 26 -1/2" 30" 37" 42" 48" 53 -1/8" 50 -5/8" 19 -1/8" 24" 28 -1/2" 30" 37" 42" 60" 19 -1/8" 24" 28 -1/2" 30" 37" 42" 63" 19 -1/8" 24" 28 -1/2" 30° 37" 19 -1/8" 24" 26 -1/2" 30" 37" 19 -1/8" 24" 26 -1/2" 30" 37" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 75.3 80.0 80.0 80.0 80.0 74.9 69.9 80.0 80.0 66" 80.0 80.0 70.1 80.0 80.0 72" 79.2 72.1 62.3 80.0 80.0 74-1/4" 76.3 69.3 59.8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 : 80.0 80.0 : 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 75.3 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 74.9 80.0 80.0 69.9 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.1 80.0 80.0 79.2 72.1 62.3 80.0 80.0 76.3 69.3 59.8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.9 70.9 80.0 80.0 80.0 80.0 80.0 80.0 76.4 76.4 64.2 64.2 • • •• •• • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • • • •• •• • • • • • • • • • ••• • •• • s •• • • • • • •• • • • . • • • • • • • • • ••• • ••• • • • • ••• • •• • • • • • • •• • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• 1" X 3" X 1/8" ALUM TUBE 1/4" HILTI KWIK -CON II OR 1/4" TEKS ONE OR TWO AT EACH SIDE OF MUWON w1 W2 • %/ WINDOW ANCHORS SEE 3° SHEET 1 FOR LOCATION AND ° SHEET 2 FOR ANCHOR TYPES TYPICAL ELEVATIONS SIDE BY SIDE WINDOWS SIDE BY SIDE APPJ.TI+S TO TWO OR MORE WINDOWS WIDTH (W) = 1!'1 + W2 2 NOTES; 1. USE CHART ON THIS SHEET FOR SIDE 8Y SIDE CONNECTION CAPACITY OF FIXED WINDOW MUWON. 2. FOR FIXED WINDOW CAPACITY SEE SHEET 1 OF 4. 3. USE SMALLER DESIGN LOAD CAPACITY OF 1 OR 2 ABOVE. #14 SMS OR TEKS SCREWS SEE ELEV. FOR SPACING D.L. OPO. WINDow WIDTH D.L. OPG. EXTERIOR WINDOW WIDTH Approved as eataptitag with tke NQA# �:3wo?7,r .3;1 1.. r. DR. HUMAYOUN FART STRUCTURES FLA. PE L18557 C.A.N. 3538 JUL 15 2004 \ ` J Z CD 01 0a g eHe� I N tr a o. a L6 05 ¢d O ;f8EN t z 12 8 z X < zus� R Uo cv m drawing no. W04 -44 I sheet 1 of 7 ) • eP�QRs, Aj 4T ..�11! ENDS 0 �Q ( .) REV). �r'OR:r"4N°a NS BONS • • ••• • • • • •• • • • • • • • • • • ••. • • 4" MAX. HEAD /SILL CORNERS 0 • • g z •• A 4° MAX. SILL CORNERS LEAF WIDTH 38" DOOR OPNG. 39 3/8° MAX. FRAME WIDTH LEAF WIDTH LEAF WIDTH 72" DOOR OPNG. 75 3/8" MAX. FRAME WIDTH Apps r Vd tk •:� . APPROVED CONFIGURATIONS 0/X 0/XX ANCHORS (2) READ. FOR WOOD INSTALLATIONS (1) REQD. FOR CONC. INSTALLATIONS ANCHORS AT MTG. STILE ENDS (5) READ. FOR WOOD INSTALLATIONS (4) REQD. FOR CONC. INSTALLATIONS 4 .r J . r 1 1 J . 1 ■ .yam II e = =11 11 II _._.IL___ it II — -- -Iu_ - -- - -_11 __— — II It - Il -- r-- =mot== ti n 11 = _! �III/ /i1 _ - .11 / - -_- \ It - __ IL lif\ =__11 1t_ ti 11 i ii —11 - -i - = -R )- 11 11 // II DI. OPG. 11 - - --fL -- - . _— I it ii a� -- --Ir -- 11 \ \__ - \ II it .0 ii - -- -n - -= \ii \\ I_uJ _ 25 1/2" D.L. OPG. 29" 25 3 /4"MAX. D.L. OPG. 25 3/4 "MAX. D.L. OPG. 35 3/4" 35 3/4° LEAF WIDTH LEAF WIDTH 72" MAX. DOOR OPNG. 75 3/8" MAX. 25 1/2° D.L. OPG. 29° FRAME WIDTH SERIES RD45 ALUM ENTRANCE DOOR THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT TRANSOMS. ALSO SINGLE (X) AND DOUBLE (XX) DOORS WITH SIDELITES, SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN DESIGN OF ANCHORS. FRAME WIDTH 134 1/8" MAX. UNIT WIDTH FRAME WIDTH 9 MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF Erg: STRUCTURES FARQOQ FLA. PE 16557 C.A.N. rt� 1 5 2004 0 oa g CE • o 0 U h 0 L?z P') o cr O Lai � °� 3 w 5) 262 -6978 z 1 0 Z — <C • (NI to In Z LO 17,3 7 • •io 9 ti/ 4) 0 0, C y_C.. 8 0 0 ■ 0 %D M 1 1 drawing no. W04 -37 r-, } r 0 z ZQ M N Os L8 :in Lk g 4 SINGLE OR DOUBLE ENTRANCE DOORS WITH TRANSOMS WIDTH -W1 INCHES WIDTH -W2 INCHES 24 30 37 -5/8 43 -5/8 51 -3/a 57. -3/8 63 -3/8 69 -3/8 75 -3/8 51 -3/8 57 -3/8 63 -3/8 69 -3/8 75 -3/8 DOOR HEIGHT -A INCHES GLASS TYPE 'A' GLASS TYPE 'B' EXT.( +)&INT.(- EXT.( +) &I■T.( -) 24 30 37 -5/8 43-5/8 24 30 37 -5/8 43-5/8 24 30 37 -5/8 24 30 37 -5/8 43 -5/8 24 30 37 -5/8 43-5/8 24 30 37-5/8 43-5/8 24 30 37 -5/8 24 2n 30 37 -5/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 71.2 80.0 80.0 80.0 80.0 80.0 64.3 78.4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 71.2 80.0 80.0 80.0 80.0 80.0 64.3 76.4 W1 SINGLE+ r..°: Om0UFj.E FTRACF. aQORS its: • WIDTH -W1 1YI TTH -r2 :Dods ' MGHtt -1 J A GLASS TYPE 'B' INCHES INCHES INCHES EXT.( +) &INT.( _}+IDCf'.(+) &INT.( -) •%24": . • . 8010. :.' 80.0 51 -3/8 . • :i0 . . • • • • . . • • '' . . By 0• : • ; 80.0 • • 80.D • 80.0 3� 5/8 ••• 43-5/8 80.0 80.0 2g. • • • •• .sa.o_.• 80.0 57-3/8 5 .' • . • i ` :160.0 • t 80.0 • •%0,0 ,„• • 80.0 37-5;18 • .. • • • • • • • 80.0 80.0 43-5/8 24 80.0 80.0 63-3/8 30 90 80.0 80.0 80.0 80.0 37 -5/8 43-5/8 80.0 80.0 24 80.0 80.0 69-3/8 30 80.0 80.0 71.2 80.0 37 -5/8 24 80.0 80.0 75 -3/8 30 80.0 80.0 84.3 76.4 37 -5/8 24 80.0 80.0 51 -3/8 30 80.0 80.0 80.0 80.0 37 -5/8 43 -5/8 80.0 80.0 24 80.0 80.0 57-3/8 30 80.0 80.0 80.0 80.0 37 -5/8 43 -5/8 80.0 80.0 24 80.0 80.0 63-3/8 30 96 80.0 80.0 80.0 80.0 37 -5/8 43 -5/8 80.0 80.0 24 ' 80.0 80.0 69-3/8 30 80.0 80.0 71.2 80.0 37 -5/8 24 80.0 80.0 75 -3/8 30 80.0 80.0 64.3 i 76.4 37-5/8 z z m P 1/8" HEAT STREN'D. GLASS .090" INTERLAYER DUPONT 'BUTACITE' PAS 5/32" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D. GLASS ANCHORS AT MTG. STILE ENDS (5) REQD. FOR WOOD INSTALLATIONS (4) REQD. FOR CONC. INSTALLATIONS 69 3/8" D.L OPG. 13 1/2" MAX. HEAD /SILL a CO a J 0 II ! II 11 11 U 11 I7 �n 5 2 ID 9 co g 1 I 1`1/ II / it ! / II 4" MAX. HEAD /SILL. CORNERS Approved as comislYInE w este )d�CP PAlkuniesds .090" INTERLAYER DUPONT 'BUTACITE' P 18 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 DOW CORNING 995 GLASS TYPE 'A' GLAZING OPTIONS 1/8" HEAT STREN'D. GLASS N SIUCONE DOW CORNING 795 DOW CORNING 995 / GLA,ST WPE 25 3/4 "MAX. D.L OPG. 35 3/4" LEAF WIDTH 25 3/4 "MAX. D.L OPG. 35 3/4" LEAF WIDTH 72" DOOR OPNG. 75 3/8" MAX. DOOR WIDTH En FAR006. STRuCIURES PLA. PE # 16857 CAN. 35.v .11 li f g 7004 c r-. g o. v 1 drawing no. W04 -37 sheet 2 of 7 } •. 4.Q. 4 • 1BY WOOD BUCK • , , • ° 4 4 44 vv' STATIONARY UNITS . •.• • • • • • • • •TYPICAL �1A}�HQR • • E' Ef.EV.'.FOR•. 62AaN •• • • • • . •.• • • • • •• • • • • • • • • • • • • • • ••• 2BY WOOD BUCK •i •f. ••• • • 4 •• • .0.•8' 4 1/2" MIN. THROW BOLT PENETRATION 0 • o • 4p or • 4• TYPICAL ANCHORS SEE ELEV. FOR SPACING ACTIVE UNITS WOOD BUCKS NOT BY RC ALUMINUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TY ICAL ANCI3ORS: SEE ELEV. FOR SPACING TYPE 'A' 1/4" DIA. HILTI KWIK -CON y INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. WOOD PENETRATION THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. TYPE '8' 1/4" DIA. HILT! KWIK -CON II DIRECTLY INTO MASONRY OR CONCRETE 1 -1/4" MIN. EMBED INTO MASONRY OR CONCRETE TYPE 'C' #14" TEKS OR „SELF DBILUNG sCR WS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) INTO APPROVED MULUONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1" MIN. SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SILICONE. LOCK OPTIONS SINGLE DOORS: OPTION #1; 3 POINT LOCK SYSTEM BY 'ROTO HARDWARE' WITH. SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. OPTION #2; 3 POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. ApI►ed o co°°ft1bs paterittivisuntom Nom LOCK OPTIONS DOUBLE DOORS: - OPTION #1; ACTIVE LEAF; 3 POINT LOCK SYSTEM BY 'ROTO HARDWARE' WITH SURFACE MOUNT HANDLE AT 36" FROM. BOTTOM AND DEAD BOLT LOCKSET AT 32" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. HACTNE LEAF 2 -1/4" LONG STRIKE PLATE AT 37" FROM BOTTOM MANUALLY OPERATED FLUSH BOLTS AT 12" FROM EACH END. OPTION #2; ACTIVE LEAF: 3 POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE•MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. 1NAc 2 POINT LOCK SYSTEM BY 'HOPPE' WITH. SURFACE MOUNT HANDLE AT 36" FROM BOTTOM Eqrs DR. ,H n YOUN FARDOQ STRUCTURES FLA. PE if 16557 C.AN. .11 IL 1 5 2004 1 G HN a° ©� 0 .r U N.- o C" c /g;32'g a 8 J 8 cn .s g 5 1 drawing no. W04 -37 (sheet 3 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L OPG. LEAF WIDTH EXTERIOR D.L OPG. LEAF WIDTH 19Y WOOD BUCK 1/2' MAX. SHIM 1/2° MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L. OPG. 2BY WOOD BUCK EXTERIOR DOOR OPNG. 1/2° MAX. SHIM UNIT WIDTH L 1 5 2004 drawing no. W04-37 TYPICAL ANCHORS SEE ELEV. FOR SPACING • 18Y WOOD BUCK • • •.• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • • *TYPICAL •A RS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 8063 -T5 MIN. WOOD STRUCTURE • •• • • • • • • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK 1BY WOOD BUCK DOOR OPNG. UNIT WIDTH 1/2" MAX. SHIM D.L. OPG. 1/2" MAX. SHIM UNIT WIDTH EXTERIOR JUL 1 5 2004 L drawing no. W04 -37 (sheet 5 of 7 sheet 6 of 7 ) ) • 3.770 2.125 SIDELITE HEAD /SILL TRANSOM JAMB .125 1.625 3.750 Ei DOOR HEAD /SILL • 4 •• •i • • 4 • + • • •2..,1 25, •1 • • • • •• ••• •. SIDELIIt JAMB • ; : j• el Atil$QM..I EAD /SILL • • ••• • • •.OQO • • ••• • • • ••• • • • • • • • • • • •• .100 1.8 .687 •• •• • • • •. • • • •• • •r• • • • • • •Y• • • • • • • • • • •• s•• •• .813 4.000 E3 FRAME JAMB ,5001 r_ .062 1.844 .825 -1.1 �+- VERT. JAMB STOP SNAP COVER 4.000 ._g., .562 1 3.125 E4 TOP RAIL 1.750 7_4.209 .100 .156 4.125 E6 DOOR STILE .184 1.248 t� -g �J i .875 GLAZING BEAD (LAM. 1NSUL. GLASS) .100 5.625 L-1.750 4.750 BOTTOM RAIL BOTTOM RAIL .552 1.246 .875 GLAZING BEAD (LAM. GLASS) ITEM # NUMBER REQD. DESCRIPTION MATERIAL MANE/SUPPLIER/REMARKS E1 RD45 -003 1 FRAME HEAD 6063 -T6 - E2. RD45 -008 1 FRAME SILL 6063-T6 - E3 RD45 -0O1 2 FRAME JAMB 6063 -T6 - E4 RD45 -004 1 /LEAF TOP RAIL 8063 -T6 - E5 R045 -005 1/ LEAF BOTTOM RAIL 6063 -T6 - E6 RD45 -006 2/ LEAF DOOR STILE 6005 -T5 - E7 RD45 -002 2 VERTICAL JAMB STOP 6063 -T6 - E8 RD45 -010 AS REQD. GLAZING BEAD (LAM. INSUL GLASS) 6063 -T6 - E9 RD45 -007 AS REQD. GLAZING BEAD (LAM. GLASS) 6063 -T8 - E11 R045 -014 AS REQD, JAMBS AT TRANSOM AND HEAD /SILL 0 SIDE LIFE 6063-T6 - E12 RD45 -015 AS REQD. JAMB AT SIDE LITE, HEAD /SILL AT TRANSOM 6063-T6 - E13: RD45 -016 AS REQD. SNAP COVER - - El 5 - AS REQD. ANCHOR CLIP 6063-T6 2" X 4" X 1/4" M1 RD45 -MQ1 4/ LEAF HINGE ASSEMBLY 6005-T5 - M5 RD45 -M05 4/ LEAF HINGE SUPPORT TUBE, 3 -1/2" LONG 6083 -T6 I PER HINGE M6 RD45 -M06 2 SILL SUPPORT 6063 -T6 2 PER DOOR M20 - 3/16" x 3/4° x 4" SETTING BLACK. - 6" FROM EACH END M21 - 1/2" x 3/4" x 4° SETTING BLOCK. - 6" FROM EACH END & MIDSPAN M24 RD45 -M13 4/ LEAF HANDICAP OFFSET HINGE ASSEMBLY 6005 -T5 - V1 Q375T270 DOOR W'STRIPPING FOAM Q -LON V2 V -059 OFFSET BULB VINYL WSTP. PVC V4 V -009 BULB W'STRIPPING PVC WIBORG, WV -3289 S1 AS REQD. #10 X 3/4" LG. PHIL. F.H. SMS. ST /ST 3 PER SILL SUPPORT S2 AS REQD, 03/8 " -18 X 2" L.G. FULL THREAD HX.HD.. - 1 PER COVER S3 9/ HINGE #12 - 24 X 3/4° LG. PHIL F.H. MACHINE SCREW ST /ST HINGE INSTALLATION SCREWS S6 AS REQD. #12 X 1" LG. PHIL SMS. ST /ST ASSEMBLY FASTENERS S8 #12 X 3/4" SMS. F.H. - 1 PER EACH HINGE 40 JAMB S10 ASSEMBLY #14 x 1" LG. PHL SMS P.H. TYPE B ST /ST. - 20 PER WINDOW Apps ea tvmB dte NOA# ate_ Z OD Z to 0 c m ki1-.. N A O tt IX '• kJ 00 r C.) 8 • t IA§ J 8 w Z r-� 1 r-. drawing no. W04 -37 (date: 05-09-04) • • • 0 -„ scale 3/8' ® dr. by HAM chk. by: • • • • • • • • • • • revisions: tiD U0709.04- ■ • •E71 1i EM •escr • on NO CHANGE THIS SHEET al a�� (SERIES RD45 ALUM ENTRANCE DOOR (LM.I.) R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. MIAMI, FL. 33122 TEL (305) 592 -1515 FAX. (305) 592 -2184 AL-- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX. (305) 262 -6978 COMP — ANL \W04 -37RC) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING MOMEVM Permit No. PERMIT APPLICATION MAY 0 1 06 Naster Permit No. FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address r City 6 i res State Tenant/Lessee Name BY Electrical Plumbing Mechanical 1��„t 'Tr. Phone # rt)Pteb S T izq P °10 Roofing 1' Zip 7.3 Phone # Job Address (where the work is being done) % e: /0 9' City Miami Shores Village Is Building Historically Designated YES NO Contractor's Company Name i/97, //r0 Contractor's Address 97 County Miami -Dade Zip City /717,,,,,n,' ity , State �• Qualifier .474,=4 Q 6` G State Certificate or Registration No. C_ Certificate of Competency No. 13//v/ Phone 63 Zip Architect/Engineer's Name (if applicable) $ Value of Work For this Permit / 0p f ° Type of Work: ►i ddition ['Alteration Describe Work: Phone # Square Footage Of Work: /2 07, F ❑ Demolition * * * * * * * * ** * * * * * * * * * * * * * * * ** *Fan .1 ** * * * * * * * * * * * * * * * * * ** * * * * * * ** Submittal Fee $ Permit Fee $ Notary Training/Education Fee $ 2-- 00 Scanning $D OO • Radon $ Zoning CCF $ CO CO - CO /CC. Technology Fee $ .,C10 Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 800 c1Q (Continued on opposite side) CHKiooq WY 1 5 PAID Bonding ' g C om an p y s Name (if applicable) Bonding company's Address City State Mortgage Lender's Name (if applicable) Mortgage sender's Address City Zip state Zip Applicatio 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' A1N'r'IWAVIT: 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. "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 firs which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection r ill not be approved and a reinspection fee will be charged j 2 Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1 day of ,20by , dayof a1 ,20 y 5 e 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: Sign: Print: NOTARY P : LIB . NO 1 • : ' UBLIC -S Sign: ;� y Yorl n: v� ;AP , Are „n ! ! Print: `}' , . , „ MyGco�� d Mutt Atlantic on My Commission Expires: fission Expir DA ez 64ES, * * * * ** * * * *} , *, * * * *, *, *, * *, , * *, * *, * * * * * * * * *, , * * * * * *, * * **, ** * * * * *, * * * * *, * * ** * * ** ** * ***** *,r * * * * * * * **** * * * * * ** APPLICATIpN APPROVED BY: ohc 05/13/03 5 049, * * Plans Examiner Engineer Zoning A AR I 0 1 06 ig SECTION 1524 HIGH VELOCITY HJchn coo , REQUIRED OWN CONSIDERATION / t �� FO ROOFING 1524.1 As it pertains to this section, it is the responsibility of the to ,, 4 : 4;•r to 1 vide the owner with the required roofing permit, and to explain to the owner the conte .. The of Chapter 15 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner sh• uld notify the occupants of adjacent units of roofing work to be performed. I� 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this 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 build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be neficial to consider additional venting which can result in extending the service life of the f. •• • • • • • \ •• • • •1• • • ••• • • • • Owner's /Agent's Signature Date • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • •• • • • ••• • CAD.. otso &n1.p dts:4 4s* n lopilrmr n4 P r •.I:MI 0 .tRSO1QAAIT INSLCT10N 1314111.00 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Contracto Si nature g Section 'B (Roof Plan) Sketch Roof Ptah: illustrate. all ievels< and sections,•:roof drains, scuppers, overflow scuppers and overflow drains, Include. ,dirpenslorts of s actl rns and Leve15, clearly Went! dimensions of elevated • ressure zones and 1ocatleir of • ra • - is. ■�■■■�■/■■■■■�■ ■/�/11.•■er ■ ■ ■■/ /eel /■ ■ale ■ ■el ■■� ■�IS■/IS�>•�>sa�■■■■ 11 /�//W.: ::11 ■/ III::::' lrr/ / ::: :1iW / / /MIi�IRlllMli::::/I ■/ /1111■ / /MI ■ ■ ■:: • ..■Iomwiu•ziw.m► -w- Nom.... ; ■ ■ ■P� /1111■/! /■■r■ /itUMEMPOMMer /iO ■NO] / ■ ■ ■I■ •.r•.•I1\.e■G ••■►11f111IiiM'I•.1.11■■■ ■■■mor,s II 4Ji rdemmulearam ■ /'r lU,{�n mmi ■ ■ ■.•IIi1•. 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High Velocityr'Htinitane Zone'Uniiotth -Pen tAppIkation:Form. Section',A.:(G.e'n.eral information) Master Permit No. 06-' (0 3V Process-No. 6"'1 12-1 Contractor's Name, „ C . 7;. :4/ Job Address /MI5' o e'?9fil� `I04F :• A EooRYr. ❑ Low Slope 0 Necianical ikFastenedTil e orfarlAdh'eshre::S.et-Tile ❑ Asphaltic 0 Metal Panel/Shingles . Q :Wood Shingles/Shakos: Shingles: ❑ Prescriptive p JR'= ;Ri4S°150 le( ROOF TYPE e w Roof 4flng • 0: Recovering D Repair ❑ Maintenance ROOPSYSTEM:INFORMATIOli Low Slope Roof•Area. (SF) Steep Sloped Roof a (SF). Total.; {S.F) S., • • • • • • •• •• • • • • • • • • ••• • • • • • ••• • • • 44.20 elL FLORIDA BUILDING CODE — RESIDENTIAL HIGH- VELOCITY HURRICANE ZONES Fiorl �is�B ;u�tding,'�o,4�e:;�d��iQ�k�q; High'Velodiy: Hurricerie�Z.ne Uryiform. Nenritt;Appltcagon form. `Section D (Ste: �:�S'lo�e� ..:......a_.... _........ � .... e'p d. Roof Svste r ). Roof .System Manufacturer::/ 4 Product Approval Number: £2d, s2 /1d 0 J // • Minimum Design Wind. Pressures :lf Appftciji Ce;(Fioof R IS°. P1 :, V, .P2 / , R:': Maximum Design: 'Pressures Product Approval Specific System: 1''9 i 7 t or aIIcuiations): Method oftJIo:attachment:: Roof Slope: --- - - -:1.2 44.22 Steep, Slot ed :`fi oof;5 saerxri'C3esctirition. Peck.Typo .ype .Underlayment:: ` :Insulation: Ridge:Venti,latiQn? •• ••• • • a 3'c Ire . Barrier:. ;.:Fastener Typo &::padirti .he's.ive:Tyra: '4 ' fig, o�... 77,E e P e lie, ti Iii vy e _ d'°e 'C�: • • •• • • • •• • • • • • • i • •• • • • • ••d• •••• • Mean Roof:HelB�ht..•: • '•' • • •• • • ••• . • • • • • • -0 • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • • • • • • • • veripg :, e:�:pl<1pa •• • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • ••• • • • • • ••• • • HIGH - VELOCITY HURRICANE ZONES Florida Building'eode lrclltlof 2004 High Velocity Hurrtearta Zone tlntfomi Rerm flogg on I~arrris Section E (TIte+ Calculations} For :Moment': based tile systems; choose either Pr et for Mrwith the values from ; If the M values re values; for each;area•of thexxoof„ then the:tile."attaclpitentxriei Method t "Motzzeilttasedllle Calculatkni •Per'RA:S. 1*. (1./„.-vs,/ * 2 Md ' & M:, � Product Approval Mr / 5s & l x Mr d ` ® Product Approval Mr /i1°. ? (Ps.. �� x , C r= Mit at . C? Product Approval Mr NV, ' MOW 2 iaigli4 4rile .4C1144941*--.441409W "` Required Moment of Resistance`) Frofit TableBe10 ° f ; Product Approval Mi p/ 'f Nk Required MurnB lte is ulce," Mean Roof Height' .:--Or Roof 91090 lir 1.8t 2At+ :Desiw Prsstee P.lf P2 orP3• : 40' 2:12 34A4 36.6. RoofSi1pe 04 : JQb SitC 3,12. , ,4► . 3fi 4 39.8 412 • • Oft • "Product Approval ]iuRariatanss: • • , • • Cafculii<cd 5:12 F- 34;1 {�fi�� P. X4:9 6:'I2` 28;4• " 2$at 29:4;: ti. 30:6°.' 32A 7 :12 29.9 "2 1 30.0 *Must be used in njunction with a' Jt of<;:omeut:'.l Broward County Board of Rulesand Appeals. For Uplift based tile; sy$fitzos z Mcfbod::. Ctteatprad: yaiues for,FrJf the; '' vaYuee axe:greater. hna r ual; area of the roof :,then Abe tzte>a> t tg+pzit'M th c ?T a It Method 3'"Up Based `Tile (Pi: x'l: x w:a, (Pas .. x.l: : x w: ; IV the �itit:1he -for each 2"' • Product Approval F' Product Approval F' Product Approval F' Where t0',Ql ietiii:!#lgfo>k' t 31$ Description ymii a►I ' ieieto a :Desiw Prsstee P.lf P2 orP3• : - RAS127Ttible l'det 'a%: ' aids based on ASCE 1 Muni Rootl3e ttt H` Inblitcci RoofSi1pe 04 : JQb SitC • Aniidynainity ProductAppr f ' -" Restoring Mi'olhetti t4 vi • it • ' Product Approval-- - • • Oft • "Product Approval ]iuRariatanss: • • , • • Cafculii<cd Min mum.'AUnchitidt Res • ` • • : Product A proval Required Unllft RcsisEalick'. P. °Catgi Average Tfl Weight W. ' ProductApproval' • • D • • • • • • I s.,+ • • , Product Approval • y.Wt "!• • AU beia igita$ 11111dititottcii' 041 taae: *tinit`aApllcatiiit. • • .'_ •.•• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLORIDA BUILDING CODE — RESIDENTIAL 44.23 MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Monier Lef 135 NW 20th Street Boca Raton, FL 33431 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: At antis -Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy 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 14lxog 6.. • The submitted document ion Os jtyiPwwd ayFra4nk Zuloaga, RRC • .. ... .. • .... • • ... .... • • • • • • .... • • • • • .. .. ... • • • • . • . • • • • • • • • • • ... • • • • . • • • • • • • • .. • • .. • • • • • • • • • • • • ... • • • • • ... • • • • • • • • • • • • • • • • • ... • • NOA No.: 02 -1211 S`; Expiration Date: 12/16/01 Approval_Date: 01/09/03 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Flat Profile Roofing Tiles 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces 1= 15" w = 10 3 /8" 1 '14" thick 1= varies w = varies varying thickness 2.1 SUBMIT "1'ED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. ...•.. • • The Center for Applied. Engineering, Inc. • • •.. .. • • • • • • •. .• •. Test Specifications PA 112 PA 112 Test Identifier 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 85; 7 94 ;5 • • • • • . •.••. • • • • •• • ••• • • • • ••• • • • .• • • • • • • • • • • .• • •• • •. • • • • • • • • • • •.•• • • • .• • • • • • • ... • • • ••• • • • ... • • • • • • • • • ••• • • • • • • • •. •• Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, RecoverlReroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc.' •.: Walker Engineering, Inc. • • • .. • • • • • Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 • • • • .• .• ••• • • • • •. • • • • • • • • • • •• • •. • • 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations ..Gatculatia$s • . • •eajcttlaOpfis Calculations . • • .... •• •. • • • •. • • • • • • •• ••• • • • • .•• • • • • • •. . • • • • • • • • • • • • • • • • • • .•• • • Test Name/Report Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 Sept. 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 NOA No.: 02- 1211.08 Expiration Date: 12 /16/07 Approval Date: 01/09/03 Page 3 of 6 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 RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'.. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 0.865 Table 2: Aerodynamic Multipliers - X, (ft3) Tile Profile X (ft) Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile 0.24 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 3 " :12" 4 ":12" 5 ":12" 6" :12" 7 " :12" or greater Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck DirectDeck 6.0 5.9 5.8 5.6 5.5 •• ••• • • • •• •• • • • • • • • • • •• ••• •• • • • •• • • ••• • • • •.•• • • •• • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • •• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No..: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fastemers are located a min. of 21/2‘' from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.33 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 - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PalyProTM 118.94 PolyProlm 40.45 4 Large paddy placement of 45 grams of PolyPro TM . 5 Medium paddy placement of 24 grams of PolyPro' . Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) ,,,•• • • : :fgr MprtaC or•Adhesive Set Systems `•Tile•` " • • `•` `• prom. • • • • • • • Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Seta 39.0 • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • •• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 5 of 6 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or 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 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS MONIER LIFETn •ATLMS t•I SLATE CONCRETE ROOF TILE • • • • 6 • 666 6 6 tsar O!F ?BIS ACCEPTANCE • • ••• • • • •••• • • •• •••• •••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • ••• • ••• • • • • ••S • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • ••• • • NOA No.: 02- 1211.08 Expiration Date: 12 /16/07 Approval Date: 01/09/03 Page 6 of 6 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10125/2006 Inspector: Grande, Claudio OCT26 Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: ANGELL ROOFING Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Phone: 305 -324 -1166 Building Department Comments A' � Infraction Passed Comments TIN CAP SPACEING True Passed 2 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, October 24, 2006 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 ZsitessaYIDA Inspection Number: INSP -162 4 Permi Number: RF- -t 6 -1129 Inspection Date: 10/26/2006 Inspector: Grande, Claudio Owner: TELESCO, THOMAS AND. REBECCA 6 Job Address: 86 109 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: ANGELL ROOFING Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Phone: 305 -324 -1166 Building Department Comments Wednesday, October 25, 2006 Page 2 of 2 Passed 9p42Iector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, October 25, 2006 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 0905., Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/28/2007 Inspector: Grande, Claudio Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ANGELL ROOFING CL Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Phone: 305 -324 -1166 Building Department Comments NEW ROOF FOR ADDITION MAR 2 9 2001 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP 16237. Pending revision of permit for installation of Roof Turbines and submittal of NOA. 3/13/07 CG. REVISION OF TURBINE APPROVED Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, March 27, 2007 Page 2 of 2 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RF -5 -06 -1129 Invoice Number: RF -3 -07 -27957 Applicant: THOMAS AND REBECCA TELESCO Company Name: Owner Address: 86 NE 109 ST MIAMI SHORES, FL 33161 Job Address: 86 109 Street NE Miami Shores Village, FL 33138- Date Payment Type Check Number Amount Tuesday, March 27, 2007 03/27/2007 Check 1125 $38.00 Change $0.00 Total Payment: $38.00 Page 1 of 1 Miami Shores Village a uA�� Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ;.TE Permit No.- d gf BAR 2 2 20 1 { Master Permit No. &/'05 - /63g BUILDING PERMIT APPLICATIO FBC 2004 AV-7 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) -0,64/) I { .2-1,eSe..0 Phone # Owner's Address /J t 10947 54-reei- city oloy S ,C State r L Plumbing Mechanical Tenant/Lessee Name 3oS' 151- K724 Zip 55/4 Phone # Job Address (where the work is being done) ,. s /09,41 5 T!" g6-: T City Miami Shores Village County? Miami -Dade FOLIO /PARCEL# 1/ /36O//0 b Is Building Historically Designated YES NO zip 3 / to t' Contractor's Company Name ,4iJq el/ %'b ®fC.i!T GJ Phone Contractor's Address / f City State Zip Qualifier Name Phone # 5as-- State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ) ®/ 000 600 Square / Linear Footage Of Work: ) goo Type of Work: gAddition ❑Alteration [New Describe Work: %. V / (,C) Ir' its iD / V7 ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Ir * * * * * * * * * * * * * * * * * * * * * * * ** b CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Double Fee $ DPBR Structural Review. $ Zoning $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application '_s 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, PO • LS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S I s AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable la s regulating construction and zoning. "WARNIN u TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING CE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMEN EMENT." Notice to Apnlicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in ood faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose prop ty 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 w ll not be approved and a reinspection fee will be charged. Signature The foregoi day of who is perso Owner or Agent trument was acknowledged before me this 20 , by ally known to me or who has produced As identification and who did take an oath. UBLIC: NOTARY Sign: Print: My Commission Expires: * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * ** APPLICATIDN APPROVED BY: (Revised 02/08/Q6) Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: C7 Plans Examiner Engineer Zoning MIAM heliDE BUILDING CODE CO PRODUCT CONTROL DIVISION • • • • •• • • • • • • • •• ••• • • • • • • • ••• • • •• •• • • • .. • • ••• • • • • • • • • • • • • • • ••• ••• NOTICE OF ACCEPTANCE (NOA) • ; • • , • • •••1t DADE kE5111O -DADS • • • 140 WEST'FLAGLER (305) 375 -2901 •• ••• • Lomanco, Inc. ! • • • • • • • 2101 West main Street El Jacksonville, AR 72076 .MAR 2 2 2001 SCOPE: Y This NOA is being issued under 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. Mami 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: BIB -12, BEB -12, BIB -12TR, BEB -12TR Whirlybirds 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 renew The submitted do • IsTs Mewed by orge L. Acebo. :111101,1 Fr • 1124 Miami Shy,,, , Ia. UMW' Irea 11 I I EWA APPROVED ZONING DEPT BLDG DEPT SUBJECT TO COMPU ° 4. WITH ALL DE STATE AND COUNTY RULES AND REGULATIONS NOA No.: 06- 0501.09 Expiration Date: 08/16/07 Approval Date: 09/07/06 Page 1 of 6 • • •. • • • • • • • • • ROOFING SYSTEM APPROVAL • • Category: Sub - Category: Material: ••• • • • ••• • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• ••• • • • •• • .• • • • • • • • • • • • • • . • • • Roofing ' • '•. ••• • • Ventilation Aluminum •• • • • •• ••• • • •• • TRADE NAMES OF PRODUCTS MANITrAC71JRd b tut LABBLkD BY APPLICANT: Test Product Product Dimensions Specification Description BIB -12 WhirlyBird® 12" wide .at base 17- TAS 100(A) 1/8" high Vanes 0.0175" thick Elba 0.0305" thick Base 0.025" thick BIB -12TR 12" wide at base 20 -''!? TAS 100(A) .Whirlybird a high Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick BEB -12 12" wide at base 17- TAS 100(A) WhirlyBird® 1 /8" high Vanes 0.0175" thick Elba 0.0305" thick Base 0.025" thick BEB -12TR Whirlybird® 12" wide at base 204'? TAS 100(A) high Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick Turbine ventilation system for shingle installation. Turbine ventilation system for tile intallation. Turbine ventilation system for shingle installation. Turbine ventilation system for tile intallation. Turbine Cap 12" dig TAS 100(A) Turbine cap to be installed in the event of a Hurricane Warning. TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Dimensions Specification Asphalt Roof Cement 0 Asphalt Primer Product Description ASTM D 4586 Asbestos -free, asphalt based roof cement. ASTM D 41 Asphalt Primer Roofing Nails Minimum TAS 114 Corrosion resistant annular ring #12 x 11A" shank nails Sheet Metal Screws Minimum TAS 114 Sheet metal screw #10x1/2" Manufacturer generic generic generic generic NOA No.: 06- 0501.09 Expiration Date: 08/16107 Approval Date: 09/07/06 Page 2 of 6 EVIDENCE SUBMITTED: Test Agency Test Iden1fSr • • ••• • • Center for Applied MDC -117 Engineering •• • Center for Applied MTS - 2574931 • Engineering • • •• •• • • • • • • • • • • •• • • • • APPROVED APPLICATIONS Trade name; System Type A: Cutout: •• • • • • • ••• • • • • • ••• • • • • • • •• •• • • • • • • • • • ••• • • • • ••• • • • ••• •••• •• • • • • • • • • • • l scriufapn; : ••• ••• • • Date TAS 100(A) 03/95 • • • •• ••• •• • ••• • ' T • • •• ES 1�}(A) • •• • • •• • • • • • ••• •• 12/95 BIB -12 WhirlyBird®, BEB -12 WhirlyBird® Mechanical attachment of turbine vent over composition shingles. At chosen location (see Lomanco's instructions for proper placement) and centered between two roof rafters, cut a 12" diameter hole through shingles and sheathing boards. Seal around top and sides of hole with approved roofing cement. Installation: Determine roof pitch in compliance with Lomanco's instructions and align roof pitch number on elbow with indicator line on flashing. Place three short screws through holes that line up with pre- drilled holes in base. Place mounting base unit flat on the shingles on its flashing, and coat underside of base flashing with roofing cement. In its pitch - adjusted position, carefully slide upper half of flashing up roof beneath shingles previously rolled back until base is centered over cutout. Rolling back the shingles where necessary, and rechecking pitch setting for vertical alignment, secure the base unit to the roof deck with a minimum of fourteen ring shank roofing nails, equally spaced, approximately 3A4" from edge of base per detail drawing "Base ". Nails shall be of sufficient length to penetrate through roof sheathing a minimum of W. Apply roofing cement to underside of shingles overlapping flashing, and press them down onto the flashing. Nail down flashing not covered by shingles i/z" to 1" from outer edge with equally spaced ring shank roofing nails. Rotate top of elbow to level position by turning counterclockwise. Place locking clamp across seam and tighten as shown in Lomanco's instructions with approved sheet metal screw. Seal all seams and nails with approved roofing cement. Position whirlybird on the base. Line up the pre - drilled holes in the brackets and base and fasten with approved long sheet metal screws. After installation, verify that whirlybird turns freely. If necessary, minor adjustment may be made by gently prying lowest point of turbine upward to remove any wobble. Net Free Area: Refer to manufacturers published literature Note: Apply roofing cement to seal all exposed flashing edges and seams. NOA No.: 06- 0501.09 Expiration Date: 08!16/07 Approval Date: 09/07/06 Page 3 of 6 • • ••• • • • ••• •• •• • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• APPROVED APPLICATIONS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Trade name: oBIB -12TR Wh14birdb, BLBl1211% Whiflybi d® System Type A: Mechanical attachgasntoot turlaineventifer direr slate roofing. • • • • • • • • • • • • • Cutout: At chosen locatiof•(seaLim Wt o;s iZtsiugtiQaIfor proper placement) and centered between two rafters, cut a 12" diameter hole through sheathing boards. Installation: After application of 301b. felt and 901b. roofing material (hot mopped) per Roofing Application Standards RAS 118,119,120, cut 12" diameter hole in roofing membranes to match previous hole cut in sheathing. Rotate top of elbow clockwise and level in both directions. Prime both sides of base flashing with ASTM D 41 primer, and coat underside of base flashing with ASTMD 4586 flashing cement. Center base over hole and secure the base unit to the roof deck with a minimum of fourteen ring shank roofing nails, equally spaced, approximately 3,4" from edge of base per detail drawing "Base ". Cut a piece of 90 lb. roofing material a minimum width of 30" x 30" and cut a 12" diameter hole in the center of the roofing material. Place the piece of roofing material over base and hot mop in place. Seal inside center hole of cap sheet with approved flashing cement. Place locking clamp across seam and tighten as shown in Lomanco's instructions with supplied fastener. Seal all seams with approved roofing cement. Position Whirlybird© on elbow and attach using three sheet metal screws provided. Check to see that Whirlybird® turns freely. If necessary, minor adjustment may be made by gently prying lowest point of turbine upward to remove any wobble. Net Free Area: Refer to manufacturers published literature Note: Apply roofing cement to seal all exposed flashing edges and seams. NOA No.: 06- 0501.09 Expiration Date: 08/16/07 Approval Date: 09 /07/06 Page 4 of 6 LIMITATIONS: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• 000 • • 1. Refer to applicable building codes for required ventilation. •• • • • •• ••• •• 2. BIB -12, BEB -12 Whirlybird® turbini ■Qoi vin�Itoifshall' be installed over composition shingles roofs only. • • • • • • • • • •• . • • • • • ••• •• 3. BIB -12, BEB -12, BIB -12TR, BEB -12TR, Whirlybird® turbine roof ventilators shall not be installed on roof mean heights greater than 33 feet. 4. In the event of a Hurricane Warning or in the event of a high wind event with expected wind speeds in excess of 70 mph, the BIB -12TR, BEB -12TR turbine head shall be removed and replaced with the approved storm cap listed herein. DETAIL DRAWINGS Nci, Fvery 4 " -g" 0.C. Approx'motcly 3/9" From rope to . 30'rcM 5.774 5.774 Z679 2.075 20.006 BASE 0.000 R0 :8, 50.187 0.500 6.125 T. 112U (3 EQUAL SPACES) 1.080 NOA No.: 06-0501.09 Expiration Date: 08/16/07 Approval Date: 09/07/06 Page 5 of 6 • • ••• • • • ••• •• ••. • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • •, • • • • • ••• • • • • •••' • • • ••• • . • • • • • • • • • • ••• • DETA4• • • • • 11AVI• NT• 9'S • (CONT'o)' • • 000 000 • • f I3 -12, BIB -12TR } BEB -12, BEB -12TR END OF THIS ACCEPTANCE NOA No.: 06-0501.09 Expiration Date: 08/16/07 Approval Date: 09 /07/06 Page 6 of 6 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F I Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/13/2007 Inspector: Grande, Claudio Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: ANGELL ROOFING Permit Type: Roof Inspection Type: Anal Roof Work Classification: Roof - New Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Phone: 305 - 324 -1166 Building Deuartment Comments NEW ROOF FOR ADDITION Passed Inspector Comments Pending revision of permit for installation of Roof Turbines and submittal of NOA. 3/13/07 CG. ,all ij'7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, March 13, 2007 Page 1 of 2 Inspection Date: 03/13/2007 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: ANGELL ROOFING Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - New Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Phone: 305 -324 -1166 Building Department Co NEW ROOF FOR ADDITION MAR 14 2007 0 Passed le ` I 6 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, March 13, 2007 Page 1 of 2 Reileh En eering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel:305- 823 -8008 Fax 305 - 823 -3300 March 8, 2007 Angell Roofing 918 Northwest 7 Avenue Miami, Florida 33136 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home Addition 86 Northeast 109 Street Miami, Florida Information provided by client: Permit Number: RF -5 -06 -1129 Date Completion: March 2, 2007 Roofmg Contractor: Angell Roofmg Project Number: 07 -0769 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Concrete Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area and (1) in the comer areas were conducted. Based on our test project resets the test reel .a copy of our test report fi lude that the installa outlined in the view. or me of tile at the above referenced o1. Att hed Tease find Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Nlohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 86 Northeast 109 Street Miami, Florida Reileh Engineering Corporation — Project Number - 07 -0769 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 86 Northeast 109 Street Miami, Florida Project Number: 07 -0769 Ti Numbe T id (1 ))i 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation -- Project Number - 07 -0769 — Page 3 of 5 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation — Project Number - 07 -0769 — Page 4 of 5 Test Num%e 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass Reileh Engineering Corporation -- Project Number - 07 -0769 — Page 5 of 5 NOIT F.. 65' 1 58' 8 11 0 a 14 15 12 20 19 9 15 18 21 19 16 72 22 77 26 27 29 2a 28 71 70 67 66 65 68 76 75 64 15 74 59 58 61 63 62 90 57 52 56 55 51 as 5 99 47 m 7 Z 5 50 55 99 57 59 51 40 a5 46 aI 42 52 07 -0769 APPgOX, IZOOF 11;51- ILOCA11ON5 ANI7 PIMtN510N5 Inspection Worksheet Miami Shores Village 4 10050 N.E. 2nd Avenue Miami Shores, FL�v' Phone: (305)795 -2204 Fax: (305)756 -8972 - oF Inspection Date: 02/26/2007 Inspector: Grande, Claudio Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: ANGELL ROOFING Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Phone: 305- 324 -1166 Building Department Comments NEW ROOF FOR ADDITION FEB 2 8 2007 Passed sed In pector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, February 23, 2007 Page 1 of 1 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: DS -1 -07 -104 Invoice Number: DS -1 -07 -27264 Applicant: THOMAS AND REBECCA TELESCO Company Name: Owner Address: 86 NE 109 ST MIAMI SHORES, FL 33161• Job Address: 86 109 Street NE Miami Shores Village, FL 33138- Date Payment Type Check Number Amount Friday, March 2, 2007 03/02/2007 Check 2355 $410.90 Change $0.00 Total Payment: $410.90 Page 1 of 1 Miami Shores Village Building Department Planning & Zoning Critique Sheet Permit No.: DS07 -104 Applicant: Tom Telesco Job Address: 86 NE 109th St Date Comments January 22, 2007 Driveway can not exceed 12 feet in width at the property line and across the alley right of way. Initials 10050 NE 2nd Avenue Tel: (305) 795 -2207 Miami Shores, Florida 33138 Fax: (305) 756 -8972 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL e5?cJJ g Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/26/2007 Inspector: Perez, JanPierre Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33138 Project: <NONE> Contractor: BRANDON AIR CONDITIONING SERVICE CORP Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Phone: 305 -819 -2669 Building Department Comments MECHANICAL WORK FOR NEW ADDITION NEW A/C EQUIPMENT AND DUCT FOR ADDITION AND REMODELING OF EXIST HOUSE, NEW BATH FANS, KITCHEN HOOD, NEW DUCT AND GRILLS AND NEW EQUIP MAR 0 1 2001 q � s 022-A, ( km4 ez.94 Passed Inspector Comments Ii3d IA- 1 RI \ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, February 23, 2007 Page 1 of 1 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 : 305) 756.8972 Permit No. I v 1 C- O b" / t Master Permit No. /70 6 / © 3 8 PERMIT APPLICATIONy: FBC 2004 Permit Type (circle): Building Electrical • ---- Owner's Name (Fee Sim 1e Titleholder) / / a€ • Owner's Addrgss r 0 0'' e i 0 4 i j • city ta.� " Pie, f State rt. . Zip 331 to Plumbing Mechanical Roofing f f Phone # �® b to / Tenant/Lessee Name Phone # Job Address (where the work is being done) t -' j' 9 1/ City Miami Shores Vill e / County . Miami -Dade Zip 31 I ( Y *Folio/ PARCEL # / B *-2 ° 0 {' — 0 33 0 Is Building Historically Designated YES NO Contractor's Company Name /9-i � Phone # 361f.- 2 / "o2 4 d f' Contractor's Address 6 / '75 4/J / 'f City 11 State - r o Zip 336i S Qualifier Name ( ..d. State Certificate or Registration No4/9-4 636 °7 $ '' Certificate of Competency No. G /51'C ® 3 4 2/ Phone # 9.°42 Cgs 9- Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ /f�� •G? Square / Linear Footage Of Work: Type of Work: Describe Work: ration []New Ja,i t- g 64 11 cc—. eeitA-1 * * * * ** * * * * * ** Fees***,************* ** * * * * * * ** * ** * * * ** * * * ** * **** Submittal Fee $ Permit Fee $ U CCF $ 9 .00 . co/cc Notary $ Training/Education Fee $ 3- CC) Technology Fee $ 13. 20. Scanning $ 3, CO ° Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural R e v i e w . $ Total Fee Now Due $ l S3 . See M Reverse 1PA1Y CHI( 066. 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 a. =• -� and a reinspection fee will be charged. • SignaturP� Owner or Agent The foregoing instrument was acknowledged before me this /1" day of 20 41-._51 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: •... ..................mutzri R'.....Ni Sign: rcr =� Print: fi �� f < tom. !i� �D0425818 aroma' Bonded thru (800)432.426.1 My Commission Expires: a yam.' Flo APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor The foregoing instrument was acknowledged before me this 2 U" day of i l .ca_ , 20e , by f _,;_i2 ' , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: l Sign: �` Fes` s • ,) ••. e. 1S Print: . v '-" X 7, My Commission Expires: 42545 Q of Plans Examiner Engineer Zoning N ATPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. "OBTA1NE ;, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM 3ATH TLE UNIT FEE ITEM SWITCH CUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE 3IDET LICHT CUTLETS CENTRAL HEATING 2 ® k cai 3ISHWASHER RECEPTACLES A/C (WIND) )ISPOSAL SERVICE TE1PORARY A/C (CENTRAL) )RINKIIG FOUNTAIN .SERVICE SIZE IN ALPS ,4; DUCT WORK 1✓' FLOOR MAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS A11) PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 FP STEAM BOILERS SHOWER MOTORS OVER 1- 3 FP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSE&BLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE 'SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 FP VIOLATION INDIRECT WASTES A/C WIMXIW REI1NSP.ECTJON WATER SUPPLY TO: AIR CONDITIONERS • A/C UNIT STRIP HEATER FIRE SPRINKLER 'HEATER GENERATORS TRANSFORMERS -NEW INST. GENERATORS.TRANSFORMERS I HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWI fMUG POOL OUTLETS CDMIERCIAL WATER. SERVICE SIGN TUBES SEWER CONNECTIONS !SIGN TRANSFORMERS UTILITY -SEWER 1 SIGN TIME CLOCK UTILITY -WATER FIXTLRES SEPTIC TANK ANTENNA RELAY • TELEVISION OUTLETS DRAINFIELD, 4" TILE/RES. VIOLATION PUIP & ABANCON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN 100r INLET ;OLAR WATER HEATER 'IRE STANDPIPE FOOL I PIPING .AWN SPRINKLER SYSTEM: I AS RANGE ETER SET (GAS) _ AS P I P I I�: • • l Miami Shores Village Building ` Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3 305 ic,Ift 6.8972 BUILDING APR 2 6 2006 Permit No. 1 1 ©13 PERMIT APPLICATION aster Permit. No. J Po 5t `s FBC 2004 BY.' / Permit Type (circle): Building Electrical V Plumbing Owner's Name (Fee Simple T i t l e h o l d e r ) ° O i i - ( Owner's Address e g / t " E f a 9 5 City 440 "moo A as cate 1 c Mechanical ` Roofing Phone# °� 4 21 - 4 1 b Zip 3161 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County . Miami -Dade Zip ' / ( FOLIO / PARCEL # /1 21 -1, 4 - (N (l et S--c3 Is Building Historically Designated YES NO Contractor's Company Name Thl ° 14 ° td' IN c. Phone # 7E341- a'77- -'55-- 0 Contractor's Address (2 0 2.1 di a> ®� . A as- City '/era 0 .P �AA State Zip 1 3 0 C6 Qualifier Name, (d> !1 11' 4 WI S Phone # 1 6- T 7 7 5 State Certificate or Registration No. re . '" /'5 0 / 3O °52. Certificate of Competency No. r 4 6 Architect/Engineer's Mind (if app1i b1e) Phone # Ce0 !To Value of Work For this Fermi Type of Work: Square / Linear Footage Of Work: ❑Addition IgAlteration ew Describe Work: .�G `0' i `\ '2 0'?4.4 1 ❑ Repair/Replace '1 • ❑ Demolition * * * * * * ** *****************************Fees******* * *qtr *** * *,r** ** *fir ** **** * *,r *fie ** * aY** *** Submittal Fee $ ® Permit Fee $ .2 /get GP b Notary $ Training/Education Fee $ CCF $ 4 2C • CO /CC Technology Fee $7 .- ° Scanning $3 o Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 2 Co 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 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 Aj plicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a. copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection Will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ** tax **** r * * *** **** *, *** * ***** * ** * ****** ** * * * ***, *** APPLICATION APPROVED BY, (Revised 02/08(06) Contractor The foregoing instrument was acknowledged before me this day of ° 20 %, byy -y'ri e,K A / fapn 4, who is personally known to as iden NOTARY PUBLI ho has produced 40244 Bid 8/th 8 :::a .N!!!! Assn., b,a Sign: ■12.8489.41deel Print: 5u 5 8,4 A;, .„l('Q t^ My Commission Expires: 9.-&, 2V p{o * * ** * *, ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 'Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLIUAiIUN AN A£s�LICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTANED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL TEM ATH TU3 UNIT FEE ITEM SWITCH OUTLETS UNIT q° FEE ITEM SPACE HEATERS UNIT FEE I DET • L l Gi-IT OUTLETS 40 CENTRAL HEATING ISHWASHER RECEPTACLES #1 A/C (WINO) ISPOSAL SERVICE TEMPORARY / A/C (CENTRAL) RINKING FOUNTAIN SERVICE SIZE IN AMPS 190 DUCT WORK LOOT DRAIN SERVICE REPAIMETER CHANGE. REFRIGERATION CREASE TRAP. APPLIANCE OUTLETS PROCESS AND PRESS PIPING ITTERCEPTOR RANGE TOP UNDERGROUND TANKS OVEN ABOVE GROUND TANKS .AVATCRY TRAY WATER HEATER / U.F. PRESSURE VESSELS .AUNDRY :LOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS MOWER MOTORS OVER 1- 3 l-P HOT WATER BOILERS 3 INK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION 31NK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES 3INK, SLOP MOTORS OVER 8- 10 FP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTCRS OVER 10- 25 HP FIRE SPRINKLER. SYSTEMS URINAL MOTORS OVER 25-1C0 l-F COOLING TOWERS WATER CLOSET MOTORS OVER 100 hP VIOLATION INDIRECT WASTES 1 A/C 1(I} OW RE 1,NSPECT J ON WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT 1- STRIP HEATER 5/C(.4) FIRE SPRINKLER GENERATORS TRANSFORMERS •HEATER -NEW INST. ' GENERATORS-TRANSFORMERS 1 HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE I SWIMMING POOL OUTLETS COMt,1ERC I AL WATER SERVICE SIGN TUBES L SEWER CONNECTIONS 'SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS C DRAINFIELD, 4' TILE/RES. VIOLATION PUWP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOM+BST!C WELL AREA DRAIN ROOF INLET J I SOLAR WATER HEATER FIRE STANIPIPE POOL PIPING LAWN SPR I N{LER SYSTEM; GAS RANGE • METER SET (GAS) . GAF PIP1N J I 1 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspect'� nn .Nurl P =1 588 Perr it Numb 6-1073 Inspection Date: 03/07/2007 Inspector: Devaney, Michael Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DAW ELECTRIC, INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Temp for Construction Block: Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Building Deuartment Comments TEMP FOR CONSTRUCTION AND POWER FOR HOUSE AND TRAILER '; " 08 1111" ),/ Passed Inspector Co ments ` t a A fi L, C e 're" f- __ C% %�/ �"� t,rr: toA s X4"/1- 'e f$ �L c r-- '-e=',4_ Failed It �A i c/' //x ®ly- _ /L(frX X Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, March 6, 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 Number: INSP- 6887 Per it lur EL- - 07 -'I97 Inspection Date: 03/07/2007 Inspector: Devaney, Michael Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33161- Project: <NONE> Contractor: TGC CONSTRUCTION INC Block: Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Temp for Test Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Phone: (305)866 -1014 Iding Department Comments Tuesday, March 6, 2007 Page 2 of 2 MAR 0 8 2007 Passed Ea Inspector Comments °-_.. -..__ f. I/ %Z%? ey Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, March 6, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 9:705 • 10 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/09/2007 Inspector: Devaney, Michael Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DAW ELECTRIC, INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Temp for Construction Block: Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Building Department Comments TEMP FOR CONSTRUCTION AND POWER FOR HOUSE AND TRAILER MAR 12' Passed Inspector Comments - /227 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, March 8, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. aster Permit No. Permit Type (circle): Building Electrical - 1 0 3 Roofmg Owner's Name (Fee Simple Titleholder) /61101 7 /e se 0 Phone # Owner's Address / R . / 6 �' g-f'fee + City in /q,vi 7 SI it e.S State Zip 33 ` 61 Tenant/Lessee Name Phone # Job Address (where the work is being done] 8 C /(L:,•, 1 01 S -F City Miami Shores Village County . Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 1? OS .S i c / 7,vIL Cv. Z Phone # Contractor's Address g 2 9 3 /}% , 13 S f . 64 City In , Y}i; State ��a�'R A. Zip 33 / Qualifier Name 71°471,1 es- f?, Phone # 3 tiG - S-9' as State Certificate or Registiation No. S A 0 2% ®/ p o ga -- g ks- 9 %'O6 is 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: Describe Work: Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition ?- / /12.II * * * * * * * * * * * * * * * * * * * * * * *** * ** Submittal Fee $ * * * * *Fe Permit Fee /i5.—J /75- CCF $ 2.- .40 . CO /CC Technology Fee $ Zoning $ Notary $ Training/Education Fee $ .' . Scanning $ 3 P Radon $ and $ SOD Code Enforcement $ DPBR $ Double Fee $ Structural Review. $ Total Fee Now Due $ 5 OIVd. T AVN See Reverse side -+ CNK «l NAY 15 PAM Bonding Company's Name (if applicable) n% /A �_ ss Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Leider'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. Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing ms rent was acknowledged before me this day of , 20 , by , day of / , 2006 , by gtha, es /3, Ra £- , 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: he+ Sign: Sign: Print: - Print: ;1 •�v' David Allen Shetler My Comm- * "emission # DD496221 My Commission Expires: y 4ts' fires January 12, 2010 *** * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * *,. * * * ** * * * * * * * * * * * * * * * * * * ** * *�t* y(o�gt,I 00.1es*e * * * * * * ** I ., APPLICATION APPROVED BY: / / Am Jr- . ( 0 ; Plans Examiner -'arr Engineer Zoning (Revised 02/08M6) STATE OF FLORIDA DEPARTMENT OF HEALTH $ONSIrE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System [ ]Holding Tank [ ]Repair [ ]Abandonment [ ]Temporary APPLICANT: Telesco Jr, Thomas J. AGENT: OWNER, CENTRAX #: 13 -SG -27629 DATE PAID: FEE PAID : $ RECEIPT . OSTDS a T.i J ,0 miff 0 1 2006 [ ] Innovative Other [ NA ] PROPERTY STREET ADDRESS: 86 NE 109 St Miami Shores FL 33161 LOT: 1 BLOCK: 215 SUBDIVISION: Dunnings Miami Shore [Section /Township /Range /Parcel No.] PROPERTY ID #: 11- 2136 - 011 -0330 [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 [ 1050 ]Gallons SEPTIC TANK A [ 0 ]Gallons N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS @ D [ 571 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED I CONFIGURATION: [ N ]TRENCH [ Y ]BED N F LOCATION TO BENCHMARK: CL NE 109 St., 10.83' NGVD. MULTI- CHAMBERED /IN SERIES: [Y ] MULTI- CHAMBERED /IN SERIES: [Y ] [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] [ N ]MOUND [ N ] [ N I ELEVATION OF PROPOSED SYSTEM SITE [ 0.0 ] [ INCHES ] [ BELOW] BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 30.0 ] [ INCHES ] [ BELOW]BENCHMARK /REFERENCE POINT L D FILL REQUIRED:[ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 ] INCHES OTHER REMARKS: 1 - Install 1050 gal. category -3 septic tank equipped with an approved filter. 2 -The licensed contract._nstalling the system is responsible for installing the minimum category of tank i 3 - Install 571 s 4 - Install 42" o 5 - Perimeter of ex absortion bed. 6 - Invert elevation of drainfield to be no less than 8.83' NGVD. 7 - Bottom of drainfield elevation to be no less than 8.33' NGVD. ccordance w of drainfield th sec. 64E-6.013(3)(f), FAC. n bed configuration. soil under the bottom of drainfield. area shall be at least 2 ft. wider and longer than the proposed SPECIFICATIONS BY: Icaza, Card os TITLE: APPROVED BY: Heyback, Nic TITLE: Dade CHD DATE ISSUED: 3/28/06 EXPIRATION DATE: 9/28/07 DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744 - 001 - 4016 -0) tostds_cons_4 016 -11 Page 1 of 2 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS 1 APPLICANT: Teleaco Jr, Thomas J. AGENT: , OWNER LOT: 1 CENTRAX #: 13 -SG -27629 OSTDSNBR : 06- 0077 -N OWNER BLOCK: 215 SUBDIVISION: Dunninge Miami Shore ID #: 11- 2136 - 011 -0330 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN.[X]YES [ ]NO NET USABLE AREA VA A ILABLE: 0.21 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [64E -6, TABLE 1] AUTHORIZED SEWAGE FLOW: 525 GALLONS PER DAY [1500GPD /ACRE OR 2500GPD/ACRE) UNOBSTRUCTED AREA AVAILABLE: 1144 SQFT UNOBSTRUCTED AREA REQUIRED: 1143 SQFT BENCHMARK /REFERENCE POINT LOCATION: CL NE 109 St., 10.83' NGVD. ELEVATION OF PROPOSED SYSTEM SITE IS 0.00 [ 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: 40 FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SOIL PROFILE INFORMATION SITE 1 Munsell # /Color Texture Depth 90VR- 5/1 -(.V Rand 0 tO 6 90YR- 5 /2 -T. R (.Y Sand 6 tO 20 7 0VR- 5 /1 -RN Wrar+t.vrpd Roc+ 20 to 72 to USDA SOIL SERIES: 15 Urban land to to to to 10 YEAR FLOODING? [ ]YES [ X ]NO SITE ELEVATION: 11 FT NGVD SOIL PROFILE INFORMATION SITE 2 Munsell # /Color Texture Depth 9 0VR -5/'1 -(:Y Rand 0 to 6 10YR -6/2 -L R GY Sand. 6 tO 20 10YR- 5 /1 -RN Prar+turpd Ron 20 to 72 to to to to to USDA SOIL SERIES: 15 Urban land OBSERVED WATER TABLE87.00 INCHES [ BELOW ] EXISTING GRADE TYPE: [APPARENT ESTIMATED WET SEASON WATER TABLE ELEVATION:87.00 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:72.0 INCHES DRAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA: Soil replacement required. SITE EVALUATED BY: Teresa Solomon DH 4015, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 003 - 4015 -1) [ostds_eval_4015 -3] DATE: 1/9/06 Page 3 of 3 VERIFICATION FORM EXPIRES ONE YEAR FROM DATE ON FORM ATLAS PAGE: F -7 INV#: 84335 FORM #: 20069091 DATE: SERVE•OONSERVE 4/11/2006 NAME OF OWNER: PROPERTY ADDRESS: PROPOSED USAGE / NO. OF UNITS: REPLACES: PREVIOUS USAGE / NO. OF UNITS: PROPERTY LEGAL: FOLIO NUMBER: PREVIOUS FLOW: PROPOSED FLOW: TELESCO RESIDENCE 86 NE 109 ST ADDITION TO EXISTING SINGLE FAMILY RESIDENCE SINGLE FAMILY RESIDENCE LOT 1 BLK 215 11- 2136-011 -0330 350 350 GALLONS PER DAY INCREASE: PREVIOUS SQUARE FOOTAGE: PROPOSED SQUARE FOOTAGE: 0 0 0 NEW CONSTRUCTION ❑ INTERIOR RENOVATION THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) 2 INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. BY: SIGNATURE OF REPRESENTATIVE NEW BUSINESS COMMENTS: PLANS REVIEW COMMENTS: CRITERIA: Frank Wilson - New Busines Rep AUTHORIZED BY EXISTING WATER ONLY ACCT # 3457284200 THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND` SEWER DEPARTMENT DOES NOT HAVE A(N) = __ INCH GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A ). SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MA I 1 ERS OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENTS SYSTEM MUST BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND /OR SEWAGE FLOW FOR THIS PROJECT WILL BE: NO GALLONS [0] GALLONS PER DAY INCREASE. BY: SIGNATURE OF REPRESENTATIVE NEW BUSINESS COMMENTS: PLANS REVIEW COMMENTS: Frank nes Rep AUTHORIZED BY HRS SEPTIC TANK APPROVAL # 06- 0077 -N CONTACT NAME: ALEJANDRO ALCANTARA CONTACT PHONE: (773) 4549543 Printed On: 4/11/2006 4:53:38 PM NB: Frank Wilson PR: Inspection Worksheet Miami Shores Village ie 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -16 Per umber P , -4-06 -1103 Inspection Date: 05/09/2007 Inspector: Levrock, James Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33161- Project: <NONE> Block: Contractor: ROSE SEPTIC TANK COMPANY, INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Building Department Comments INSTALLATION OF A NEW SEPTIC TANK AND DRAINFIELD I t CO 021 Passed p =,ct• j, + omments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, May 8, 2007 Page 2 of 2 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 p C TEWT fig AP' 2 '8 2006 PERMIT APPLICATION FBC 2004 B Y' Permit No.V Master Permit No. S °Ce Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 9$ dN--°t- : = Phone # � � , 1 Owner's Address CityH i,A 1'i 1 e-Fz_ tate Tenant/Lessee Name 14 A , zip1 Phone # Job Address (where the work is being done) City Miami Shores Vill County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO XJ Contractor's Company Name fi/( Pyr Ff (,�6t/ I°pcx°47.sc` Tk,,,,tl ne # 30S OZ - 9gdoZ Contractor's Address 9600 O ISO # t'Ai f `Md./ Y-. City State X'L. Zip 33 /S9 Qualifier Name � /�� r �! �p t• 0_„ Phone # `3O3 362_ ° ?Ed a State Certificate or Registration No. C-PC 06 "1,3 1 Certificate of Competency No. CF C (` Z 7'. 7 ( Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ?,000 Square / Linear Footage Of Work: Type of Work: ►t 4 Addition DAlteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: Roi.n N %.0 U42.(.0 136 A si g_ $, 4/Lib Cal n je 'r gips &4 r sleAr Kett' s ci? .'Qt.) /© CIA 'lco OF G.9r i-e.'yfie i1 r q-1.4a d6eui.) 62.3Ate_r c;e rv∎ -to A cox_) 71'e_ 93 No--1 1L Th S /lks 4:k * *Fe r * *** *** * * **** * *** *** * ** *x * * **** * *,� * *,r Submittal Fee $ Permit Fee $ 1 •r, CCF $ el 1 . co /Cc Notary $ Training/Education Fee $ 1 — . Technology Fee $ Scanning $ 3 CO . Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ _ Double Fee $ Structural Review. $ Total Fee Now Due $ 2,691 See Reverse side MAY 1 5 PAID 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 c ompliance 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: APPLICATI(DN APPROVED BY: _ Plans Examiner Engineer Zoning (Revised 02 /08 /00) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify no work or installation has performed to meet the standards of all laws ration has commenced prior to the issuance of a permit and that all work will ust be secured for ELECTRICAL WORK PLUMBING, SIGNS, WELLS, S, POOLS, in this jurisdiction. I OILERS, ET R.S, TANKS and AIR CONDITIONERS, ETC..... WELLS, POOLS, FURNACES, BOILERS, in compliance with ail that all the foregoing information is accurate and that all work will be done OWNER'S ABFYA)AVTT'constnictaon and zoning. applicable laws regulating construction RESULT IN YOUR YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT OBTAIN FINANCING, "WARNING TO OWNER: IF YOU INTEND YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF PAYING TWICE g R IMPROVEMENTS TO YOUR PROPERTY - CONSULT COMMENCEMENT." $2500, the applicant must e o a building permit with an estimated value exceeding on promise so in good As a condition o t eiin issuance f posted at the job site • in ood aith that a copy of the notice of commencement and recorded construction �� f m brochure must b delivered to t pars promise g f certified copy of whose fret in is subject t ©htracti s seven en CO days the building permit is issued In they absence of such posted notice, the for the fast inspection which occurs seven ! will be charged inspection will not be approved and a reinspects fee Signature Owner or Agent The foregoing instrument was acknowledged before me this day of � +20 , by wbo is personally known to me or who has produced ----- As identification and who did take an oath. NOTARY PUBLIC: Signatur Contractor l�f The foregoing instrument was acknowledged before me this day of i /M. .CkL _ 20 ILL, by _tip who is personally known to me or who has produce_- ----^— as identification and who did take an oath. NOTARY PUBLIC: r lip LORIDA ar W Mark Wood . � ,t i /,. __ �: {; �. , t a_ -a z �.� �� • ir,`_ commission ) 6 Expires: JU NE commission Expires: Expires: 2009 S s +t *ttttSI3lt�d � c beCa . My Commission Expires: Plans Examiner Engineer Zoning APPLICATION APPROVED BY: Revised 02108!06) 9•d d.1,0:90 90 80 JeW Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 -1(43 Inspection Number `INSP -161 2 Permit Number: PL -4'46- 142' Inspection Date: 01/09/2007 Inspector: Levrack, James Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL PRO PLUMBING OF SOUTH FLORIDA INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Building Department Comments Monday, January 8, 2007 Page 1 of 2 JAN 11 2007 t •r Comments • Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, January 8, 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 tZs 4•103e) Inspection Number: INS -16224 Permit Number: EL-5-06-1127 Inspection Date: 05/09/2007 Inspector: Devaney, Michael Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DAW ELECTRIC, INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Building Department Comments ELECTRICAL WORK FOR NEW ADDITION MAY 1 1 2007 Passed Inspector Comments ), /-57- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, May 8, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 8 - /1/42 City e • Tenant/Lessee Name et F4 'r = Zip 3 3(j / Phone # Permit No. IMMEETRI MAY 0 1 2006 4) BY: Master Permit No./3/20.5 /10 3 8 Plumbing Mechanical Roofing € Phone # 3 6 g 2. a b ea./ 6,/ Job Address (where the work is being done) City Miami Shores Vili. • e County . Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ,... • -W ,... Phone # `7 ® 87 6 Contractor's Address 2.. 0 (2— 1 iV U...) 2JZ- 14 u-9- -- City , pnStateea -' Zip `�j 3 '� 5 6 Qualifier Name a . rG 4 �llt.e e'.4 Phone # -7 86 — -II,' � s 6 -3 State Certificate or Registration No. 6Q.. - 1 ;0 I 0 s1.. Certificate of Competency No. 0 4 E 0 0114 O lb Aid i01tx - Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type ill"- i Describe Wok ,..4' 4'e' i? ,/)4 140S°— 011-19 Square / Linear Footage Of Work: rv, QNew 74" 4t- pj Repair/Replace El Demolition ./77 Zi6 �/Cntctr * * * * * ** Submittal Fee $ Notary $ Training/Education Fee $ 2 -40 Scanning $ 33= . Radon $ Bond $ Code Enforcement $ * * * ** * * *** * * * * * * ** **Fees** * * * ** * *, * ** Permit Fee $ 6' ' 0 CCF $ 20 • CO /CC Technology Fee $ 1 C)• ��• Structural Review. $ DPBR $ Double Fee $ Zoning $ Total Fee Now Due $ 143 ',1 0 See Reverse side -+ C i l � 10O my15PAS 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 • this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, PO LS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 'Owner or Agent The foregoing instrument was acknowledged before me this day of 20,by who is perso ly known to me or who has produced As identification and who did take an oath. Contractor ,,..�� gg The foregoing instrument was acknowledged before me this ;7. day of (' :7/�X ,20 6, by Der k/%4-1/1.f /$Nj5 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: NOTARY PUBLIC: Bonded ' 9d94kYYYk�k# i��Y9ktYY****rk�rriiY***** k****** YYYkYkYrk49k4 YkiiriYYrt*k9k9Fkikrtrk34*9rYY9kr9YY3*4,41ia1i V * No�M y C ommisslon E xpi<es: My Commission Ex0 APPLICATION APPROVED BY (Revised 02/08/06) Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 377610 Perrrti Number: DS-1-07-104 Inspection Date: 05/09/2007 Inspector: Grande, Claudio Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: TGC CONSTRUCTION INC Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: New Block: Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: - Phone: (305)866 -1014 Building Department Comments Tuesday, May 8, 2007 Page 1 of 2 MAY 0 9 2007 'd q Inspector Comments Passed � Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, May 8, 2007 Page 1 of 2 Miami Shores Village 016/o1� Building Department Irk 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: 305 71 756.8972 BUILDING JAN 2 2 2007 Permit No. ‘:)IS 9.— 104 PERMIT APPLICATION % ° Master Permit No.8 zoo(-- 1473g FBC 2004 _o____a__�_ —o Permit Type (circle): Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple ' . o der) I k ®B" 1 e.,i rc..l eS c Phone # (J' off) 2,1 616 f Owner's Address 8 J t City/14e 4A.. <5 isafi State Flo r; 1& Zip 3 3 / 6. I Tenant/Lessee Name Phone # Job Address (where the work is being done) g td% f, City Miami Shores Village FOLIO / PARCEL # ZB t f.k Si County Miami -Dade Zip J 3 I t f Is Building Historically Designated YES NO Contractor's Company Name & G Contractor's Address 6 C i t y .S0 ek ,s Qualifier Name -1//1M 1 ea_ State Certificate or Registration N .0.8 3 1.3 d Phone # OCAS) Fa / 0 / State i' P ;. Zip 3 `31S-4f Phone # ,C\ On G /P/ g8 23 O03?47ertificate of Competency No. 0 (13 ®o o 2. 3 Architect/Engineer's Name (if applicable) 1740A Ye,/e4 CO Phone # Value of Work For this Permit$ Momas{' k i3VilJ l ry) ftrr+.fr Type of Work: ['Addition ['Alteration New Describe Work: BOA/ e..., r . l' e _ Square / Linear Footage Of Work: air/Replace ❑ Demolition .i *i reo•oir * * * * * * * * * * * ** * * * * ** * * * * * * * * * * * * * * * * ** *Fees * * ** Submittal Fee $ Permit Fee $ 1O0 92- CCF $ 1. %, .CO /CC Notary $ Training/Education Fee $ jr- 60 Technology Fee $ Z -SO Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** everse 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 .s 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 At'1l'1DAVIT: 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 COMMENEMENT." 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 whic occurs -.raven (7) days after the building permit is issu n e a's - ce of such posted notice, the inspection will not be a. i oved and a r- inspection fee will be charged. STUART ignature MY COMMISSION 7atur• undemykls STUARTKANE MY COMMISSION # DD 582377 0 ge The foregoini instrum as acknowledg - day of 200-4, by before me this 124. �rf S Con The foregoiii ins s ent was acknowledged before me this 12 day of r • �� 1' 20 ; by 7141/44-51a. i tS- d , who is perso{�all irnoto a or who h• : produced who is personae or who has produced As identification d who did take an oath. e as iden Lion and who did take an oath. NOTARY !UBLIC• Sign: Print: My Commission Expires: N TARY PUBLI APPLICATION APPROVED BY: (Revised 02/08/46) Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning 12, Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL (b 103T5 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INS P -16 32 Per N umber: EL -5-06 -1128 Inspection Date: 05/09/2007 Inspector: Devaney, Michael Owner: TELESCO, THOMAS AND REBECCA Job Address: 86 109 Street NE Miami Shores Village, FL 33161- Project: <NONE> Contractor: DAW ELECTRIC, INC Block: Permit Type: Electrical - Residential Inspection Type: Final Work Classification: New Phone Number (305)751 -1786 Parcel Number 1121360110330 Lot: Building Department Comments LOW VOLTAGE WORK MAY 1 1 2007 Passed Inspector Comments �/ G/�� P 0,1, //7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, May 8, 2007 Page 2 of 2 Miami Shores Village IFECIMME1 Building Department �� ° coos g t�� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: 4 _ Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. E t — 1 I2.( PERMIT APPLICATION LOVE Jo LTAtigaster Permit No `03 FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 1 Lo'"" I -el l' f %® Phone # Owner's Address 6 Pk:" d 0 , 4 City MIA /4. a (lpee j State P L. Zip 77 140 Tenant/Lessee Nax e Phone # Job Address (where the work is being done) City Miami Shores Villaee FOLIO / PARCEL # County . Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name A Phone # 1 g ©- 71- Contractor's Address Q ®44 2., 1 lu (2:2-— City ss State .2d Zip 3 3 m S Qualifier Name cs At L) (� l t id 'ii Phone # S 6 -) e�° �' `° ` State Certificate or Registration No. g ° 1 1°' 4 `3 2 Certificate of Competency No. 0 ¥ e ®® t Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ � >,,�� ..gyp.. ,ac `p•s:`a c. Type o Wo • :\f Additioln 3 ❑Alteration � Describe Work: o *me fe Ph (44 °O Square / Linear Footage Of Work: New 4 ❑ Repair/Replace/ ❑ Demolition 4 Submittal Fee $ Permit Fee $ Le-r-)° • e:::/C) ' CCF $ CO /CC Notary $ Training/Education Fee $ C • a J ° Technology Fee $ a Scanning $S `C3D Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Du 1 g , crt • Zoning $ Bonding Company's Name (if applicable) tir rd- 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 .t FIDAVIT: 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. "WARNIN G TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO .YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT, WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Sign. tur Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged before me this IP day of 200a,byrn,'c'7C it) IL'a who is rsonally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Sign: i Print: Sea 5 h Bet- , 4w a Bonded thro gh My Commission E IreS' tom - 432.4254) Florida Notary Assn.. Inc. j Y Expires: My Commission Expir •••••••••••'•"""'•••••••° APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/00) 1 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CENTRAX #: 13 -SG -27629 DATE PAID: FEE PAID : $ RECEIPT . OSTDSNBR : 06 -0077- -N CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System [ ]Holding Tank [ ] Innovative Other [ ]Repair [ ]Abandonment [ ]Temporary [ NA ] APPLICANT: Telesco Jr, Thomas J. AGENT: OWNER, PROPERTY STREET ADDRESS: 86 NE 109 St Miami Shores FL 33161 LOT: 1 BLOCK: 215 SUBDIVISION: Dunnings Miami Shore [Section /Township /Range /Parcel No.] PROPERTY ID #: 11- 2136 - 011 -0330 [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 [ 1050 ]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: CL NE 109 St., 10.83' NGVD. I ELEVATION OF PROPOSED SYSTEM SITE [ 0.0 ] [ INCHES ] [ BELOW] BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 30.0 ] [ INCHES ] [ BELOW] BENCHMARK /REFERENCE POINT L D FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 ] INCHES OTHER REMARKS: 1 - Install 1050 gal. category -3, septic tank equipped with an approved filter. 2 -The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with sec. 64E- 6.013(3)(f), FAC. 3 - Install 571 sf of drainfield in bed configuration. 4 - Install 42" of slightly limited soil under the bottom of drainfield. 5 - Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed absortion bed. 6 - Invert elevation of drainfield to be no less than 8.83' NGVD. 7 - Bottom of drainfield elevation to be no less than 8.33' NGVD. SPECIFICATIONS BY: Icaza, Carlos TITLE: APPROVED BY: Heyback, Nick DATE ISSUED: 3/28/06 TITLE: DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 001 - 4016 -0) [ostds_cons_4016 -1] Dade CHD EXPIRATION DATE: 9/28/07 Page 1 of 2 04. Inspector -01 Address _ J� 6 " . £ % , o 1 Comments: DIVISION OF Environmental Health Florida Department of Heath Miami -Dade County Health Department OSTDS /Septic Tank Division 7769 NW 48th St. Suite 175 Miami, FL 33166 Signature' l eC"- r"-ec_ - STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM , CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICANT: , AGENT*;' PERMIT NO. , DATE PAID FEE PAID'" RECEIPT #: PROPERTY ADDRESS: LOT: BLOCK: / SUBDIVISION•[, CHECKED [X] ITEMS TANK INSTALLATION { ] [01] TANK SIZE [1 [2] -- [ 1 [02] TANK MATERIAL [ ' 1 [03] OUTLET DEVICE Xx [ ] • [04] MULTI- CHAMBERED [ ] I [05] OUTLET FILTER - `{ [ ] [06]; LEGEND : m ��,• [ ] [07] WATERTIGHT [ ] [08] LEVEL [ ] [09] DEPTH TO UD - DRAINFIELD INSTALLATION l [10] AREA [ '[2] SOFT ] [11] DISTRIBUTION BOX HEADER ] [121 NUMBER' OF DRAINLINES —27 : ef { 1 [13] DRAINLINE SEPARATION [ ] [14] DRAINLINE SLOPE [ ] [15] DEPTH OF COVER / [ ] [16] ELEVATION [ABOVE/BI=LOW] M [ .: ] [17] SYSTEM LOCATION [ ] [18] DOSING PUMPS [ ] [19] AGGREGATE SIZE [ ] [20] AGGREGATE EXCESSIVE FINES [ ] [21] . AGGREGATE DEPTH OPERTY ID # ARE NOT IN ..COMPLIANCE .. WITH STATUTE" . OR RULE AND MUST : BE CORRECTED. FILL / EXCAVATION MATERIAL [ ! ] [22] FILL AMOUNT [ ] [23] FILL TEXTURE [ ] [24] EXCAVATION DEPTH [ ] [25] AREA REPLACED [ ] [26] REPLACEMENT MATERIAL EXPLANATION OF VIOLATIONS 1 REMARKS: [ l [ ] [ 1 [28], ] [29] [ ] [30] [ ] [31] 1 ] [32] [ 1 [33]. [ ] ' [34] [ 1 [35] SETBACKS [27] SURFACE WATER DITCHES PRIVATE WELLS PUBLIC WELLS IRRIGATION WELLS POTABLE WATER LINES BUILDING FOUNDATION PROPERTY LINES OTHER '. FILLED t MOUND SYSTEM ] [36] DRAINFIELD COVER ] [37] SHOULDERS ] [38] ,SLOPES , ] ` [39] STABIL.IZA11ON; ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41] STORMWATER RUNOFF [42] r ' ALARMS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION CONFORMS WITH SITE PLAN. [46] FINAL SITE GRADING [47] CONTRACTORR - [48] . OTHER ABANDONMENT [49] TANK PUMPED L.,_/ [50] TANK CRUSHED & FILLED . ' , [ - ] CONSTRUC •$N [APPROVED4DISAPPROVED] • FINAL SY [APPROVE/DISAPPROVED] " ' s �' CHD DATA CHD DATE' DH 4015 (Page 2), 10/97 (Previous Editions May Be Used) Stock Number: 5744-00240164 PT 1: Applicant PT 2 tratailer/Dontractor PT a Building Department' PT 4 Heath Dint Page 2of3 PERMIT NUMBER: APPLICANT: AGENT: MAILING ADDRESS: LOT, BLOCK, SUBDIVISION PRO ERTY ID#: Permit tracking number assigned by CHD. Property owner's full name. Property owner's legally authorized representative. P.O. Box or street mailing address for applicant or agent Lot, Block and Subdivision for lot or 27 character number for property. (property appraiser ID # or GIS location) COUNTY HEALTH DEPARTMENT CHECKS [Xi ITEMS NOT IN COMPLIANCE WITH CONSTRUCTION PERMIT AND STATUTE OR RULE. INFORMATION IS COMPLETED BY CHD ON FOLLOWING ITEMS: TANK SIZE (gallons) TANK MATERIAL (concrete, fiberglass, etc) OUTLET FILTER (manufacturer, make, model) LEGEND (manufacturer code) DRAINFIELD AREA (square feet) DISTIIBUTION BOX / HEADER (check box) ,*11141ER OF DRAINLINES (number installed) SYSTEM ELEVATION (in relation to BM) DOSI;%IG PUMPS (number installed) SETBACKS (record actual setbacks in ft) SETBACKS OTHER (as required) STABILIZATION (date stabilized) CO CTOR (contractor installing system) ADDrriONAL INFORMATION (as required) ABANDONMENT TANK PUMPED (date) TANK CRUSHED AND FILLED (date) EXPLANATION OF VIOLATIONS: Record item number, explanation of violation, and required CONSTRUCTION APPROVAL Cirde approved or disapproved, CHD signature and date. RNAI APPROVAL: Circle approved or disapproved. CHD signature and date of approval. Final pprovaI shall not be granted until the CHD has confirmed that building construction and lot grading are In substantial compliance with plans and specifications submitted with the permit application. AS BUILT INSTALLATION SKETCH ELEVATION WORKSHEET ELEVATION OF BENCHMARK OR REFERENCE POINT: [+] SHOT H.I. ELEVATION 0 EXISTING GROUND TOP OF AGGREGATE H.I. Hi. [-] SHOT [-] SHOT H.I. [-] SHOT STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM ,SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: Telesco Jr, Thomas J. CENTRAX #: 13 -SG -27629 OSTDSNBR : 06- 0077 -N AGENT: , OWNER LOT: 1 OWNER BLOCK: 215 SUBDIVISION: Dunnings Miami Shore ID #: 11- 2136 - 011 -0330 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN:[X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.21 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [64E -6, TABLE 1] AUTHORIZED SEWAGE FLOW: 525 GALLONS PER DAY [1500GPD /ACRE OR 2500GPD /ACRE] UNOBSTRUCTED AREA AVAILABLE: 1144 SQFT UNOBSTRUCTED AREA REQUIRED: 1143 SQFT BENCHMARK /REFERENCE POINT LOCATION: CL NE 109 St., 10.83' NGVD. ELEVATION OF PROPOSED SYSTEM SITE IS 0.00 [ 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: 40 FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SOIL PROFILE INFORMATION SITE 1 Munsell # /Color Texture Depth 10YR- 5 /1 -CY Sand 0 to 6 10YR -6/2 -L B GY Sand 6 to 20 10YR- 5 /1 -BN 7.'rartvrgd Rnr 20 tO 72 to to to to to USDA SOIL SERIES: 15 Urban land 10 YEAR FLOODING? [ ]YES [ X ]NO SITE ELEVATION: 11 FT NGVD SOIL PROFILE INFORMATION SITE 2 Munsell # /Color Texture Depth 10YR- 5 /1 -aY Sand 0 to 6 10YR -6/2 -L 8 aY Sand 6 to 20 lOYR- 5/3 -BN Fraotnraad Rnc 20 to 72 to to to to to USDA SOIL SERIES: 15 Urban land OBSERVED WATER TABLE87.00 INCHES [ BELOW ] EXISTING GRADE TYPE: [APPARENT ESTIMATED WET SEASON WATER TABLE ELEVATION:87.00 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:72.0 INCHES DRAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA: Soil replacement required. SITE EVALUATED BY: Teresa Solomon DH 4015, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 003 - 4015 -1) [ostds_eval_4015 -3] DATE: 1/9/06 Page 3 of 3 Jeb Bush Govemor John 0. Agwunobi, MD, MBA Secretary March 28, 2006 Telesco Jr, Thomas J. 86 Ne 109 St Miami Shores, FL 33161 RE: 06- 0077 -N Lot: 1 Block: 215 Dunnings Miami Shore 11- 2136 - 011 -0330 Dear Applicant: This will acknowledge receipt of an application and plans for ai onsiite sewage treatment and disposal system construction permit dated 01/11/06 for a proposed system to be constructed on the above referenced property. On 01/09/06 this department performed a site evaluation of the above described property. On the date of the evaluation, the site was suitable for an onsite sewage treatment and disposal system under the laws and rules existing on that date, however some fill may be required. Provided there are no changes to the lot site from our inspection, this evaluation is valid for one year. The longer the time lapse from site evaluation to a request for a construction permit, the more likely changes will have occurred that may invalid this evaluation. The evaluation may be affected by: erosion, man -made changes in the lot, changes in the water table, changes in drainage, installation of wells on surrounding property, changes in the law, rules, or local ordinances This permit will specify minimum conditions for your onsite sewage treatment and disposal system. We require two (2) sets of official prints so they can be stamped. If you have any questions on this matter, please call our office at (305) 513 -3459 Sincerely, Program Supervisor E gineer S DS gi 4dI_ig 2ccil F.2 Samir Elmir, M.S., P.E., Environmental Administrator Miami -Dade County Health Department/Environmental Health 7755 N.W. 48 Street, Suite 130, Florida 33166 TEL ( 305) 513 -3459. FAX (305) 513-3472 Email: samir elmir@doh.state.fl.us Website: www.dadehealth.orp MIAMI- VERIFICATION FORM EXPIRES ONE YEAR FROM DATE ON FORM ATLAS PAGE: F -7 INV#: 84335 FORM #: 20069091 DATE: SERVE•CONSERVE 4/11/2006 NAME OF OWNER: PROPERTY ADDRESS: PROPOSED USAGE / NO. OF UNITS: REPLACES: PREVIOUS USAGE / NO. OF UNITS: PROPERTY LEGAL: FOLIO NUMBER: PREVIOUS FLOW: PROPOSED FLOW: TELESCO RESIDENCE 86 NE 109 ST ADDITION TO EXISTING SINGLE FAMILY RESIDENCE SINGLE FAMILY RESIDENCE LOT 1 BLK 215 11- 2136 -011 -0330 350 350 GALLONS PER DAY INCREASE: PREVIOUS SQUARE FOOTAGE: PROPOSED SQUARE FOOTAGE: 0 0 0 NEW CONSTRUCTION ❑ INTERIOR RENOVATION THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) 2_ INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. BY: SIGNATURE OF REPRESENTATIVE NEW BUSINESS COMMENTS: PLANS REVIEW COMMENTS: CRITERIA: Frank r::,; New nes Rep AUTHORIZED BY EXISTING WATER ONLY ACCT # 3457284200 THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) = _ INCH GRAVITY SEWER MAIN ABUTT NG THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A ). SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE DISPOSAL. FURTHERMORE, . APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT'S SYSTEM MUST BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND /OR SEWAGE FLOW FOR THIS PROJECT WILL BE: NO GALLONS [0] GALLONS PER DAY INCREASE. BY: SIGNATURE OF REPRESENTATIVE NEW BUSINESS COMMENTS: PLANS REVIEW COMMENTS: Frank Wilson - New ` =+ nes Rep AUTHORIZED BY HRS SEPTIC TANK APPROVAL # 06- 0077 -N CONTACT NAME: ALEJANDRO ALCANTARA CONTACT PHONE: (773) 454-9543 Printed On: 4/11/2006 4:53:38 PM NB: Frank Wilson PR: This property described as: Lot 1, Block 215, DUNNINGS MIAMI SHORES EXTENSION NO. 7, according to the Plat thereof, as recorded in Plat Book 52, Page. 33 of the Public Records of Dade County, Florida. Note: Underground bncroachments and utilities, if any, not located. Fence ownership by visual means only, legal ownership not determined. Pa e 7 of 2 7� 3 Al 75 N 77 a Id N 7 -7c; 1 ti —7 5 7i �! N t[, N 7' /71 :-:,4-.-a esl __ ._._ _ __ _ S 1-0 Wie. Sr 14/4 e'/ 771 �L pL.002, ,e -' VA 770w, 770A,/ 5 G./fo tt7/41 fvm 1st .ii%—+6, : .. PROPERTY OF: Telesco, Thomas and Rebecca, Not valid unless embossed with Surveyor's Seal. .• 86, .E•• 1..09th i • 1 1 1 1• ADY• • • • • ``.• SURVEY • ••.• 1 hereby certify that the survey repre- sented hereon meets the minimum tejhnical•siattdardt set fa/tit ley ehe` $oard of_L$rf Styveyors rsinttto 0447. +27,fla.Sti't he ire o.' nten ?s ove psmasen nts a g on the P , other than as sh hereto. f 0 uJ W mug se Street, Miami Shores, Florida 33161. LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS - LAND PLANNERS Beale Smith #5238 Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 • DATE C— 'YA —A9 n Page 2 of 2 kEo5HD or any ReBREYFAnots A = Arc Distance NC C) = Calculated C e: Cl. = Clear CIL ENC = Encroachment E 7 P r I P s Found iron Pips F I.R OII. =Overhang U.R.B. P B = Plal Book P.0 P/1 * Properly line PUB. P a Utility Pole . W M. che .,o r_ /Ai dame c� Air Condilioning Pad = Catchp)eeIn = Center 1. fee Eletironlc Trenstoimrr Found 1ton Rod _ Of Beal Records Books = Point of Curvature r Point of Beginning e Water Meier Notes Fl C R-- `nrowanl County Records (: n n = Concrete Block•Srruclure (:01.15: r Cnncrr h, Pad rtt = rnund M = Measured 0 tit. - Uverheed lllility lines P c r - Point of Compound Curve P 0 r : Point or Commencement = central Angie • B1 DO C.Il FsE r I I. N.OVD • P Pt) PnC = Buldllnp Chord:Olslance Dieliwpn Easement a rite Flydrant = Natlonal:Geodellc Vertical Datum = Plat = Pape is Point of Reverse Curvehne R = Radius RAD.. ='Radial RAM .16101 of Way SEC. = Section SCR, a Screened S.I.P. It Set Iron Pipe SWK a Sidewalk U E. • Utility Easement a) All Clearances and /or encroachments shown hereon are of apparent na(ure.Fence ownership by visual means. Legal ownership of fences not determined. • I)) The issue of this survey is only for the exclusive and specific use of (hose persnns,.par•iles or institutions shown in the certification. Any other intended use will require written approval from (he certifying surveyor or firm. c) Code restrictions and title search are not reflected on this survey. d) Underground ullities and encroachments if any, nut Incstcd. e) The flood information shown hereon does not imply that the referenced properly will or will not be free from flooding or damage and does not create liability on the part of the firer, airy officer or employee thereof, for any damage that • results from reliance on said:infornlation. 1) The lands depicted hereon were surveyed per the legal description and no claims as to oivnership or matters of title are.titade or implied. FLOOD ZONE: X FLOOD INFORMATION: Conniunity number: 12 0 6.5 2 Panel number /Map# 1202500093 Suffix: J F.I.R.M. Date: . . 7 -17 -95 Base Elevation: Not Available Bearings, if any shown based on CERTIFIED 'I'O: Telesco, Thomas and Rebecca. PROPERTY OF: Telesco Nt►I \ •U.lt) swirl Motet" I IIE sit :NA -ma,: AND HIE l►RIGINAI. RAISED SEAT. OE EMIRtit,s I.rfENsED stimtvofl ANn MA rya (reference) 'Thomas and Rebecca, 86 N.E. 109th Street, Miami Shores, A BO DUL_.__ StIR\V(Y I hereh\ certify that the stove, repre- sented hereon meets the minimum technical standards set forth b► the Board of Land Surveyors in chapter 61G17.6 Florida Administrative Code pursuant to Section 472.027. Fla. Statutes. There are no encroachments. overlaps. easements appearing on the Plat, other than as .hown hri in • n. raur st0 ry /OM /�, L e9NN 3 Florida. 1 ,3.3161 I,ANNES AND GARCIA, INC. 1,.8.11 2098 SURVEYORS- MAI'1,'ERS -LAND PLANNERS BEALE SMITH #5238 (dice address: 359 Alcnzar Avenue. ('oral Cables, Retitle 331311 (305) 666 -7909 (1)54) 523 -8663 F111) DATE 5 -20 -05 "Recertified" , Certified To and 1 -2 -07 Recertified. ¢24) 70/79 SCA ICE DRAWN BY I)RW(:. NO :104.2.48 d. Information revisers ; 1.74 ,163734 210007