The URL can be used to link to this page

RC-07-49Inspection Date: 01/17/2008 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: ROMAGOSA, CARLOS Job Address: 1098 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Block: Phone Number (305)762 -6178 Parcel Number 1132050180160 Lot: Phone: 305 - 892 -6507 Building Department Comments COVERED PATIO AND DECK 'JAN 222008 Inspector Comments EL cn-e4G9 o1- )2J() CA._ MC# 01 °. tft CLe Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, January 16, 2008 Page 1 of 2 moo m 1403d ui Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING , �4��0��. PERMIT APPLICATION f FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder Owner's Address ; °' i i City t.. 0,A, State Electrical Tenant/Lessee Name JAN i 1 2007 BY: Permit No. 12C/07-4g Master Permit No. Plumbing Mechanical Roofing Phone # Zip "7,-41( Phone # Job Address (where the work is being done) iogg City Miami Shores Vi;llaae FOLIO / PARCEL # Is Building Historically Designated YES NO X County Miami -Dade Zip Contractor's Company Name Contractor's Address City `// l! Qualifier Name - r e f/j State Certificate or Registration No. C. SO S CO 4_0A/57X K oie Phone # 29 6S 7 - 9 2 Zip /91 Phone # Architect/Engineer's Name (if applicable) Certificate of Competency No. Phone # Value of Work For this Permit $ CFO 0 Square / Linear Footage Of Work: Type of Work: tddition []Alteration ['New Describe Work: tic, vo,-reW 0 �^ ❑ . Repair/Replace leo "y"-- ❑ Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ �J ✓ Notary $ 5'- Training/Education Fee $ SAO CCF $ ISO• ZO CO /CC ` O — Technology Fee $ 1q.SFS Scanning $ 48" Radon $ DPBR $ 2 0C) Zoning $ Bond $ Y..v — Code Enforcement $ Double Fee $ /' Structural Review. $ 6& !A 'F 64' - • M Total Fee Now Due $ 1 5 41 . f66 ,c49 -1" 6 d . 0d , 4. 3 0 0---&.'" See Reverse side - Bonding Coml Bonding Corn Corn! City Mortgage Let Mortgage Len City Application i commenced construction WELLS, PO OWNER'S A applicable lay "WARNIN PAYING CONSULT COMMEN Notice to Ap, promise in whose propel for the first inspec `. n inspection will not m C) Z co r Z 0 n 2 z cn m S33d 1OV'dW O T m -o 0 m n -u m b L Q 0 0 " M ZI _3 n O z J rs seven (7) days after the building permit is issued.—Fa Tze rein. - - tion fee will be charged. Q Signature I / 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. pork or installation has of all laws regulating PLUMBING, SIGNS, in compliance with all RESULT IN YOUR TAIN FINANCING, UR NOTICE OF 1500, the applicant must delivered to the person be posted at the job site such posted notice, the Si = Contractor The foregoing instrument was acknowledged before me thi' day of t 0 OPT, by 1-161-61 PAVA who is w rsonally known, o me or who has produced as identification and who did take an oath. My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) • 1 ,O � W PERLA M. (3ARGIA ;�= *V ITI I anuary 7, 1 IN Bonded ThPU Mug Public Mal es NOTARY PUBLIC: Sign: Print: " =e ^P My Commission Exp s, )0\ p0'; °% * * * * * * * * * * * * ** �/ %i SG` Gi" • Plans Examiner /7 Engineer Zoning L Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/17/2008 Inspector: Dacquisto, David Owner: ROMAGOSA, CARLOS Job Address: 1098 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Alteration Block: Phone Number 305)762 -6178 Parcel Number 1132050180160 Lot: Phone: 305 - 892 -6507 Building Department Comments COVERED PATIO AND DECK Passed /1/7c d Inspector Comments t...---" Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, January 16, 2008 Page 1 of 2 •• ••••-• • • • ••• • • • • • • •• •• • • • • • • • • • • • • NE 99.35' 13ET .:. b • • N • 2 5' : . Q • ISP1 A4 PA' ME_NI•: •e• • • • • • • • ••R'7.00' ••• • • :15:00''.: • • • • • • • ASPNALT Io:50' • • • • •...1o50'' -553. g B.C. .vmotio 90.00' O&M Iri JAN 1 IMMTWEI11� � X008 8.90' •ASPHALT . co r. O o.so 0 CO �.. 00 O 0.90 J F1 /2.P w/NOAD g STAN 11.50' 32.50' 18.00' 0.60' 18.00' - r 'a• 3' 10.80' 0.101. ONE STORY RESIDENCE # 1098 13.50' 8.40' 28.10' 10.50' 31.50' x w/No a. a 8 ( F1 /2.P w/NO/ro LOT 6 BLOCK - 179 10.00' SPHALT PAVEMENT 8 U, APPROVE 0.80' 10.00' 4 NORTH SCALE: 1/20 BLDG DEPT SUBJECT TO COMPLIANCE/ fH ALL EDE AL AN in r n`Ink 1, BULCO AND RLuuv-, I RRJNa Prope N.E. 99 STREET MIAMI SHORES,FLORIDA:33138 SURY@YOR'6. C@RTeOlg++i : I HERESY CERTIFY THAT THIS 'BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OFA SURVEY PREPARED UNDER MY DIRECTION. THIS COMPLIES WITH THE MINIMUM TECHNICAL STANDAR AS SET FORTH BY THE STATE OF FLORIDA BOARD CF PROFESSIONAL LAND SURV'�BtG17.8 FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLOR OASTA�T I SIGNED MIGUEL ESP1NOS4: . %,,. STATE OF FLORIDVI' "•:A. FOR THE FIRM P.S.M. NO. 5101 1�T'IJ.1.0 Aill4CuTLIArJ34ENTIC ELSE scp,i'.' sopisnlenE miE, }._rfu yl∎C:r..ATESE. .,^.: +..f SEAL -k9 LAP VAL,E•VC:Ip."T::E CPG,ISTL.RE eIiC'aE ORIC• i..Li nA SS SEA. sAIi ^E'SESE, St 9iq: -.t;Ya Notes: NO NOTES MIGUEL ESPINOSA LAND SURVEYING, INC. 5511 S.W. 8TH STREET, MIAMI, FLORIDA 33134 PHONE:(305) 740 -3319 FAX #:(305) 669 -3190 LB # 6463 Accepted By Survey: A-1588 PAGE 1 OF 2 • NOT TO SCALE Certified To: PETER WHITE, SELF, • IT'S SUCCESSORS AND /OR ASSIGNS. Community Number:120652 Panel Number:0093 Suffix: J Date of Firm Index: 7/17/1995 Flood Zone: AE Base Flood Elevation: 8.0 Date of Completion: 1/15/2008 Date of Updation: 1/11/2008 Lender2 : GENERAL NOTES: 1) LEGAL DESCRIPTION PROVIDED BY OTHERS _. EXAMINATIDN OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECT T H:S PROPERTY. 3; THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT. 4) THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING AND SHOULD NOT BE USED FOR CONSTRUCTION PERMITTING DESGN, OR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF MIGUEL ESPNOSA LAND SURVEYING. 51 UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 6) ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. 7; WALL TES ARE TO THE FACE OF THE WALL. 6; FENCE OWNERSHIP NOT DETERMINED. SEARNGS REFERENCED TO LINE NOTED AS B R. 1D) BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD. COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. 11) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. 12) NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYORS EMBOSSED SEAL. 13i DIMENSIONS SHOW ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. 141 ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1629 UNLESS OTHERWISE NOTED. 15) THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. 16} THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATIONS DO NOT EXTEND TO ANY UNNAMED PARTIES. Legal Description: LOT 7,BLOCK 179 OF REVISED PLAT OF MIAMI SHORES SECTION 8, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43,AT PAGE 69, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY FLORIDA. NIGATINPYLAW STRICILLRE C iIUC BLOM ►3AU s r _ OISAA {yR91C PAREPE CE aR MAW IRON LtE — - — - -. f CENTER LwYE ®°I KA PIN OASOIDAAEA C1r'E =WY 1,17 ;Y EDIT . 4.XE Pv ';5( bra Surveyor's Legend ARM Rao ARC Ras P.tiG P. LNG'. LBf:E FOUND NOTFC`i:9 SET CONTROL PONT column. icocuevr TREE SEWN PARK AiY G ER 4 RAD MR T'YP dR dP Nita wpm dh POANT Cif TANGENCY 0 PONT OFE1.6n0TURF MOWED ; t LIWIML ANGLE iv DELTA R4[rpl FaF NTINR40442 IRCW ROD MX APE I[1Y J t PARKERAALCM PAL ALL NCL KELL O rOa PONY OF PIDDIRVATUi6R MN tiG@lf CARL, °WNW WE etb P.P. POWER FCCE Rom- or oasealkaaavy MIMEO' ITN TT FIELOMEASURED PLAY= ifLTA.R/MEM LIu Iff AC -YAW EASENBVT LOGtodANO5*- A845TL3Fd6 Fr oroisromaR G1T1> WM �1Ir zrzre CZ (R� CatiA6 TI/ fug? WATER METER' sir Ek.S:I'T T a.0 100. y.1P P &li , i r TEL GP. E115 ELF: A/C DAY SCR GAR EMT ,xT.s FF TCea EDW. EDP, C n; sat. 5 IL VTLITYPOLE S.ECYRC Unt.17Y OZY SEPTIG ;Am OW FIED CCPWRIOCVG SIDEWAIN Dore '+bdY SCREEN (WAGE E PaDSLRE arFOWit€ mkwo FZCO TOP OF PAW EDGE CF WATER oaa: ac Romeo- (ATE WZLEY61.1 FER &MONO SETBACK LAE StAITY TEL E CVVIERLS1E RO4T azWAY i�r7p€A,REJ�iY� ATXJFasf WANG E/ S ItiT :w,^ AX aS 6/SEMSNT SURVEYOR'S. CERTIFICATION : I HEREBY CERTIFY THAT TR:9'BOUNDARY SURVEY' IS ATRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. THISCOIAPL +ES 144TH THE N- IN/MUM TECHI$ CAL STANDARDS. AS SET FORTH BY THE STATE OF FLORIDA BOARD OS PROFESSIONAL:. LAND FURNF ,A7ARB'Bi441+GE:48ifu13.9. FLEIRIDAADMINISTRATIVE CODE PURSUANT TO 472.02F FLORIDA STAB: WS - SIGNED MIGUEL ESPANG. ., STATE OF FLORIDA '- FOR THE FIRM P.S.M. NO. 5101 Neal '14.O 1w T"R dti'AH a.J"H(:Ali F- Fc.,.o niC 5A. ;a l.Fc +. r rrNEN1TJL A41r'IY F` L' @3C%FM MC.F.N:P 741E 9AP Ht7 N ✓RN!roJ'tur, ze,MTI.4k ANC: ','1E..R.I,...+l.+AIk7 FEA1 tY° 1.3rEs IT.:4r,p',�Yi :d': nhAt∎ P4 &PwER Property Address : 1098 N.E. 99 STREET MIAMI SHORES,FLORIDA:33138 MIGUEL ESPINOSA LAND SURVEYING, INC. 5511 S.W. 8TH STREET, MIAMI, FLORIDA 33134 PHONE:(305) 740 -3319 FAX #:(305)669 -3190 LB # 6463 Accepted By Survey:A -1588 PAGE 2 OF 2 U.S. DEPAFTMENT OF HOMELAND SECURITY Federal Emergency Management Agency Natrona' Flood Insurance Program ELEVATION. CERTIF1�ATE •• •• • • • •• •• • • • • • • • • • . • Import5nt: gzeaji thrI stuctions $n pages 1 -8. • SECTION A - PROPER- TY INFORMATION OMB No. 1660 -0008 Expires February 28. 2009 For Insurance Company Use: Al. Buildino Owner's Name PETER WHITE = ui • mg ee • .. ress inc u mg p ., 1098 N.E. 99 STREET City MIAMI State • • • • •0 • S. • ni, Lite, =n or . sg. o. or-.* oirean • • • • • • • • • • • • • • FL ZIP Code 33138 : • My o. • • •�• Policy Number Company NAIC Number A3. Property Description (Lot and Block Numbers, Tax Parcyl.Nu nbbr, Lggal pgscri &tjop, etrg.1 • • • • • • • • • • ••• . . • - -- • A4. Building Use (e.g., Residential, Non - Residential, Addition,Aoceasorlu etc.: A5. Latitude /Longitude: Lat. N25 °51.991 Long. W80° 10.535 A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b • • • �esld�ti�l.' Horizontal Datum: ❑ NAD 1927 ® NAD 1983 to obtain flood insurance. sq ft sq in 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 Bi. NFIP Community Name & Community Number 120652 B2. County Name MIAMI -DADE COUNTY B3. State FL B4. Map /Panel Number 0093 B5. Suffix J B6. FIRM Index Date 7/17/1995 B7. FIRM Panel Effective /Revised Date 3/2/1994 B8. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 8.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction* ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones 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 specified in Item A7. Benchmark Utilized Vertical Datum NGVD1929 Conversion /Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) c) d) e) 0 g) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) 10.10 N/A 8.60 8.28 8.48 Check the measurement used. feet feet ® feet ® feet ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Certifier's Name MIGUEL ESPINOSA License Number 5101 Title PROFESSIONAL SURVEYOR & MAPPER Company Name MIGUEL ESPINOSA LAND SURVEYING, INC. Address 5511 S. 8 STRE Sr'- 202 City MIAMI State FL ZIP Code 33134 Signature Date 1/15/2008 Telephone 305- 740 -3319 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the correspondinglieformation from 9 tiojt•A..: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.)gr Pp:tore ai Bo>Z No 1098 N.E. 99 STREET • • • • • • • • • • . . • • • • • • • City MIAMI State FL ZIP Code 33138 For Insurance Company Use: Policy Number Company NAIC Number SECTION D - SURVEYOR, ENGIAIEERti OR ARCHITECT CEIflIFJCATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community olfiial, (a) i_suranceegent/compan} ar i (/) building owner. Comments �•� �• �•� ••• ••• • •• ••• •• • • • • • • • • • •• • • Signature • •. ,_ - -• ••• • • • •• ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -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 Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. 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: .13 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 Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions • • ••• • • • ••• •• •• • • • •, •• • Builiding :Photographs • See Instructions for ltem A6. For Insurance Company Use: Building Street Address (including Apt., Unit, $Qite, d /or (5Ij1g. No!) or P O. Rome and Box No. 1098 N.E. 99 STREET • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • City MIAMI SHORES State FL ZIP Cdde 33935 • • • Policy Number Company NAIC Number •• • • • •• ••• •• If using the Elevation Certificate to obtain op flocs iis3ra%ct, laffix'at least two building photographs below according to the instructions for Item A6. Identify all photoarep&s+rvi h date •taken; "Fibnt View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photogrep?i3•th'a1i will fit on this page, use the Continuation Page, following. Front View Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 P-Cial- 49 Inspection Date: 11/14/2007 Inspector: Grande, Claudio Owner: ROMAGOSA, CARLOS Job Address: 1098 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: TOUGH ROOFING CO INC Block: K3: �' v« C::i S:'.Y.<:: M[.• iN:�i'' ::, Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)762 -6178 Parcel Number 1132050180160 Lot: Phone: (305)652 -7441 Building Department Comments REPLACE ROOF TILE Ov 1 541 �1 1 Passed 1 AtirInspector Comments 414_, Sfle Ati°((:)1 Z------ or Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, November 13, 2007 Page 1 of 2 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 Though Roofing 20501 N.W. 24th Court North Miami, Florida 33142 Project: Tile Uplift Static Load Testing Residential Home /Addition 1098 N.E. 99th Street Miami Shores, Florida U.S.S.E. Project #: 07 -6443 Dear Sirs: November 12th , 2007 As per your request and authorization, representatives of U. S. South Engineering and Testing Lab., Inc. performed the static load test on the roofing tile at the above referenced project. The testing took place on November 06th , 2007. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol PA 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 45 pounds force (lbf) was applied and also held for more than 5 Second at each test location. The total load applied on each test location was recorded. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. A total of eighty-six (86) test locations were tested. Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Metro Dade building Code Compliance Protocol TAS 106. Attached is a copy of our report showing the test results and the approximate tested tile locations for your review and comments. U. S. South Engineering and Testing Lab., Inc. appreciates the opportunity of assisting you in this project. If you have any questions or comments, please feel free to contact the undersigned. Respectfully Submitted, U.S. SOUTH Engineering and Testing Lab., Inc. G asem Khavanin, P.E. # 41955 tp / %2X/7 Roofing Project Manager U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 137th Street, Suite # B -23 Miami, Florida 33015 Telephone (305) 558 - 2588 *Fax (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 126 SITE SPECIFIC INFORMATION OWNER'S NAME: Residential Home /Addition PERMIT #: JOB ADDRESS: 1098 N.E. 99th Street, Miami Shores, Florida ROOFING CONTACTOR: Though Roofing TYPE OF TILE: Spanish/Polyfoam DATE INSTALLED: APPROXIMATE ROOF HEIGHT: ROOF PITCH: TYPE OF ACCES TO ROOF: SCAFFOLDS: LADDER: APPROXIMATE SQUARE OF ROOF: 6Ft2 REQUIRED TESTINH FORCE: DATE TESTED: 11/6/2007 TESTING EQUIPMENT: TEST RESULTS P =PASS, F =FAIL OTHER: Locations Test (P o F) Locations Test (P o °- , Locations Test (P oF) t* tionS Test (P o F) Locations Tett 1P o 9 1 c P 31 p Pass 61 f Pass 91 121 2 c Pass 32 p Pass 62 ff Pass 92 122 3 c Pass 33 p Pass 63 f Pass 93 123 4 c Pass 34 p Pass 64 f Pass 94 124 5 p Pass 35 p Pass 65 f Pass 95 125 6 p Pass 36 p Pass 66 f Pass 96 126 7 p Pass 37 p Pass 67 f Pass 97 127 8 p Pass 38 p Pass 68 r Pass 98 128 9 p Pass 39 f Pass 69 r Pass 99 129 10 p Pass 40 f Pass 70 r Pass 100 130 11 p Pass 41 f Pass 71 r Pass 101 131 12 p Pass 42 f Pass 72 r Pass 102 132 13 p Pass 43 f Pass 73 r Pass 103 133 14 p Pass 44 f Pass 74 r Pass 104 134 15 p Pass 45 f Pass 75 r Pass 105 135 16 p Pass 46 f Pass 76 r Pass 106 136 17 p Pass 47 f Pass 77 r Pass 107 137 18 p Pass 48 f Pass 78 r Pass 108 138 19 p Pass 49 f Pass 79 r Pass 109 139 20 p Pass 50 f Pass 80 r Pass 110 140 21 p Pass 51 f Pass 81 r Pass 111 141 22 p Pass 52 f Pass 82 r Pass 112 142 23 p Pass 53 f Pass 83 r Pass 113 143 24 p Pass 54 f Pass 84 r Pass 114 144 25 p Pass 55 f Pass 85 r Pass 115 145 26 p Pass 56 f Pass 86 r Pass 116 146 27 p Pass 57 f Pass 87 117 .147 28 p Pass 58 f Pass 88 118 148 29 p Pass 59 f Pass 89 119 149 30 p Pass 60 f Pass 90 120 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. c= Corner p =Peri This Report Sub ed by: Ghasem Khavanin, P.E. #41955 J / / /V9 Lab Certification # 98 -0608.04 State of Florida Certificate Authorization # 4100 f Field Date: 11/6/2007 Client : Though Roofing Address: 20501 N.W. 24th Court North Miami, Florida Contact: Thomas Walker Phone: (305 ) 710 -9299 Fax: Job Type: Roof Type: Style: Deck type: Testing Requesting: SOUTII Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite # B -23 Miami, Florida 33015 Roof Testing and Information Sheet New Roof Slope Tile Wood Uplift Test I_xa 4X; I. X1 i X i L - -J r - - -i L ■■■ Verification Chequed By: Job Name: Address: Permit # Ocuppancy Use: Requesting By: Aprox. Area: Re -roof Flat Shingle Concrete Jason Fitzpatrick Residential Home - Addition 1098 N.E. 99th Street Miami Shores, Florida Metal Recover Other Metal Gybson Board Moisture Test immommilmistrInm mom"-Imormssenrammisuan 111111 llnimmuni 20 1111111 1111111MIENINIM 111 Ira 1:1:1 ill as mai "Ild T.13 nri Inspection Worksheet Miami Shores Village eaCi 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 C77 -4q Inspection Date: 12/21/2007 Inspector: Devaney, Michael Owner: ROMAGOSA, CARLOS Job Address: 1098 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: LS CURTIS INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Ct- Block: Phone Number (305)762 -6178 Parcel Number 1132050180160 Lot: Phone: 305 - 892 -0115 Building Department Comments ELECTRICAL WORK FOR MASTER RC7 -49 N ti cv Passed Inspector Comments PA- O Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, December 20, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/26/2007 Inspector: Perez, JanPierre Owner: ROMAGOSA, CARLOS Job Address: 1098 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: EVENINGS DE LIGHT INC bed Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New Block: Phone Number (305)762 -6178 Parcel Number 1132050180160 Lot: Building Department Comments INSTALLATION OF PRE FAB FIREPLACE \I Passed Inspector Comments CC CNS) 1 1 I 147 v 09 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, December 21, 2007 Page 2 of 2 co oio-L›.- walivr 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 RECEIVED JUN 1 1 2007 BY: n'P'''' JUN 11 at Permit No il)1 I k 1 P aster Permit No. f e_ I ' o 7-47 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) CIL• 05 R * M 096e+5/ Phone # Owner's Address /O9 N E q9/76A 51M a-Er m/4 i+-if S' k/ City/kW/MU S-A 1A(7 : State F2- Zip 33/Y' Tenant/Lessee Name OWN, •,5' / Om 446'0 rot Phone # 389 • le 2 -41 7- Job Address (where the wol k is being done) 1® g2,4,47--' 9 9 $' ' Ems` City Miami Shoes Village County Miami -Dade Zip /4'4. 3.9/3P FOLIO /PARCEL# it 40 cC/ Sol 6o Is Building Historically Designated YES NO Contractor's Company Name ` —aue# %?QoF,>a' Ca I,/L!O Phone # ,3�S: 7/0. 9s 99 Contractor's Address d .4/ A/ / C� city Ali 4/'ff ei4RPE4'J' State rt. Zip 3YO ?Gr. Qualifier Name '7fffi '5 (4.491.1C Phone # 9c 6'4 2 74 W State Certificate or Registration No. CC G 6 67999' Certificate of Competency No. Architect/En ineer's Name '(if appl le) C' Pd 4 ` /hP Phone # 9057449 '' /755" 5 Value of Work For (his Permit $ Square / Linear Footage Of Work: 6 ®o Type of Work: ['Addition MAlteration Xew a Repair/Replace Describe Work: _ M_X ❑ Demolition Submittal Fee $ Notary $ T-aining/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Permit Fee $ CCF $ CO /CC Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature_, Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this day of , 20 , by , day of J U I1C , , 2002 by itfiejaja 1 who is personally known to me or who has produced who is personally known to me`;or who has produced ific,pitand who €tl Public - State NOTARY PURL s c* ° '1 duly Commission Expires Mar 5 2009 t` ` Commission # DD 407664 -1ndati ti National Notary Assn. The foregoing instrument was acknowledged before me this 5 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02108/06) as ide Sign: Print: a oa •' a n i O My Commission Expires: 3 - ) - £ Plans Examiner Engineer Zoning • ••••• • ••••• • • • •• •••• • •••• • ••••• • 0000 • ••• High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. o 74f Contractor's Name: Section A (General Information) Process No. laudib Roffive. co, we. ❑ Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 Job Address: Page 1of1 Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other: •• • •• Roof Type 1 1 2007 b • • • • • • • • • New Roof '�� Re Roofin El Repair JUN • g ❑ Recovering pa ❑ Maintenance •••• ■ • ■ ■ •••• • • • Areiheees @d5 Vent Stacks located on the roof? ❑ Yes Et No If yes, what type? ❑ Natural [1 4 y X1 • • •• •• •.•••o •••o•• Roof System Information • •••• • :Low slap ro f (ft.2) Steep Sloped area (ft.2) • •••••• • • Skatc i Ro$f Plan: jjlustraie all twee and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and 'bag clearly identify di errsions of elevated pressure zones and location of parapets. •••• Peidintirottldth (a'): Corner Size (a' x a'): Section B (Roof Plan o® Total (ft.') 600 Page 2 http: / /www.miamidade.gov/ building / roofing_permiting /permit_app_section_a.HTML 5/29/2007 • • • • • • • •••• • • • 000000 • •• • • • ••• Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof System Manufacturer: Monier Lifetile LLC Notice of Acceptance Number: 02- 1211.08 Minimum Design Wind Pressures, if Applicable (from RAS 127 or Calculations): P 1F.8 P 2: F16.824 P 3: 1670 �� Maximum Design Wind Pressures, (From the PCA Specific system): 40.4 • •• • • • • • • ••• •• •. •• •••• . oo •••••• • ••••• • • • • ••••• •••••• • • • •••• • • • • • • •• •.o••• • •••••• • • • • •• • •••• • • ' s •. • • •• •.•.•• • • •••• Roof Slope: 712° Roof Mean Height 14 Ridge Ventilation: N/A Sloped System Description Method of Tile Attachment: Adhesive, Medium Paddy Polyfoam Polypro Alternate Tile Attachment Method: N/A Clip Spacing for Metal Roof Panels Field: N/A Perimeters: N/A Perimeter Width: Comers: N/A $ Page 4 Deck Type: 5/8" Plywood Alternate Deck Type: n/a Underlayment type: 30 #astm felt D226 type II Insulation/Fire Barrier Board: Option_ I Nailable Substrate: n/a Fasteners: 1 -1/4" RS COIL 1- 5 /8 "tincappss Cap Sheet Type/Adhesive Type: 90# astm tile underlayhotmopped Roof Covering: Monier Atlantis Flat concrete Tile Roof Coverin . Attachment Method: see below Drip Edge Size & Gauge., 3" face 26 ga. Drip Edge Material Type: Galvinized Metal Drip Edge Fastener Type: 1 -1/4" RS COIL • Hook Strip /Cleat ga. or weight N/A http: / /www.miamidade.gov/ building /roofing_permiting/section d 3.html 5/29/2007 • • •.•••. • • 000000 • • • •.•••• ••.•• 00000 • • • •••. • . ••• •••• • •••• •• •• . ••• •••• • • •••• • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" p1:5 x A .24 A2: 95.1 x .24 • • • .' P :. 95.1 x A .24 • • • ..•••• • .. •• •• • •••• • • • •••••• • • .••••• • • O 00000 •• • O 00000 - Mg: 6.0- = Mr1:14.8 - Mg: 6.0 = Mr1' 16.824 - Mg• 6.0---- = Mr1: 16.824 NOA Mf: 40.4 NOA Mf: 40.4 NOA Mf: 40.4 Method 2 "Simplified Tile Calculation Per Table Below" RequirerMdment of Resistance (Mr) From the Table Below: 000000 • • - • •• •••• . • •••• • • • • •••• Mr Required Moment Resistance" NOA Mf: Mean Roof Height in Feet 15' 20' 25' 30' 40' Roof Slope 1 1 1 j 4. 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 . 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 Page 1 of 1 http: / /www.miamidade.gov/ building /roofing permiting /section a 3.htm 5/29/2007 MIAM1•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Monier Lifetile, LLC 135 NW 20th Street Boca Raton, FL 33431 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction 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 . • le iMEhorityllahvmg Jurisdiction (AHJ). •••••• ••••• 'figs NOA • shall agt lie valid after the expiration date stated below. The Miami -Dade County Product Control • Division (In 18/!ipi Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to •••••• halothi: prod4 3r mason! material tested for quality assurance purposes. If this product or material fails to perform in • • •' • the accepted mason! the manufacturer will incur the expense of such testing and the AHJ may immediately • revpke'diodifyy or suspend the use of such product or material within their jurisdiction. BORA reserves the right •••••• to revoke this ate4Pfice, if it is determined by Miami -Dade County Product Control Division that this product or ••••• • materia)• fails to'iheef the requirements of the applicable building code. • • •.•. • • •• • Thi fo'duct is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone ot1he Florida Building Code. DESCRIPTION: Atlantis 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 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 • •••.•• • • •....• • • • •....• •...• ••..• • • •..••• • • •.•.•• • • •..••• ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing Flat Profile Roofing Tiles Concrete 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. PRQMICT DESCRIPTION • • •.M$nufaotuitrj jbv • Atmlicant. Monier LifeLijg • • • Atlantis Shalipd. Slgte Tile • •••• • • •••• Tiitu 1iieces Dimensions 1= 15" w = 10 3/8 1 1/4" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Aaencv 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 Product Description, PA 112 Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 Test Name/Renort 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, Recover/Reroot) 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 • : Thigineering It• d' • •••••• • • •••••• • •' •....• ••••• • • ••••• • • • • ..•.•• • .••••• ••••• • • •Red?and Teo llogies • Radiaad Tec�tgf>es • • •••• Rgdtalt'I Technologies •••••• • • Red lend- Techtiblogies •••• . • TjVC8ater for Applied En4uieering, 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 Calculations Calculations 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 • Maybe installed on slopes 7:12 and greater with a minimum of two screws. • • .5.••• • 4 • INSZALLATION • ••••• • 4.1 VI$vier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be • ••• • • •••••• • wIs 11ed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and • • • RAS 420. • • • • • 4.2 .LTadtaFor Attachment Calculations • • • • • _> --- - ••.• - • • - • • •••••• • •••••• • • .. • Table 1: Average Weight (W) and Dimensions (I x w Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 125 0.865 Table 2: Aerodynamic Multipliers - A. (ft3) Tile Profile A, (ft3) Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile 0.24 Table 3: Restorin ' Moments due to Gravi - M ft-lb 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 • • 5••5.5 • • •.5••• • • • •5•••• ••••• • • ••5.5 • • ••5.•. • • •5•.•• • • • 5555•• •• •• • • • • .• • • • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -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 ,• • • • • • • • • ••• • • • , ••• • • • • • • ' • 11••• • •' • • • • • • • • '6.: • • •' • • ••5.•• • • •"• • • 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nall 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 3 • . ihstallalionwitlla 4" tile headlap and fastemers are located a min. of 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. Polyfaam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance for Single Patty Expressed as a Moment Adhesive Set Systems Tile Application - Mr (ft -lbf) Minimum Attachment Resistance Tile Profile Monier Lifetile Atlantis Shake & Slate Tile PolyProN 118.94 PolyProTM 40.4b 4 Large paddy placement of 45 grams of PolyProN. 5 Medium paddy placement of 24 grams of PolyProlm. Table 5B: Attachment Resistance Expressed as a Moment - Mr(ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set" 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 m order to properly evaluate the installation of this system. •• • •• • • • ••• • •••• • • • • • • • • •••••• •••• • • • • • e••••• • • • •• •• •••••• • • •• •••• •••••• ••••• • • • • • •••• ••••• • • 00000 • •••••• •••••• • • • • •••••• • • • •••••• • •• • • • •••• •••• • • •••• • • PROFILE DRAWINGS • OVERLAY may`•\ �\ w \ "w �`•✓ g• -I ►.tom' 1.1/211 00000 WAIERL0CK �•.. 0000000000000 OVERLAY 7.. MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1211.08 Expiration Date: 12 /16/07 Approval Date: 01/09/03 Page 6 of 6 Miami Shores Village 141107 Building Department tt`lioe4-k 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING' PERMIT APPLICATION FBC 2004 Permit Type: Mechanical RECEIVED SEP 2 8 20t4/ BY: ��nn Permit No. tit_ Master Permit No. P,CO7 ~qq Owner's Name (Fee S mple titleholldderr) / Pc Owner's Address (C / (,y L y s P City /111‘,4,7, 5f or..5 State F7( Tenant/Lessee Name E -MAIL: Phone #'' s� 3---762-6771° Zip 33/'''3Er Phone # Job Address (where the work is being done) 16 ca / L 7? 5 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # // — 3203-- of Q- /6 �� Is Building Historically Designated YES NO V Contractor's Company Name e oa) Contractor's Address 9q / S LID / t C Ott , r � - Phone # go � ' � 7 3/2 T uer� City M 1 cy /'V') / State %( Zip 3 3 / 1 +C Qualifier Name 4 Phone #� -�- - m State Certificate (CIS-. 1.3 Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Z Square / Linear Footage of Work: Type of Work: ❑Addition DAlteration ❑New ❑ Repair /Replace ❑ Demolition Describe Work: 1 Z41 5 I I I Pre 6 did . e p f *xxxx ******************************.*Fees****** r. ****** xxxx *** . Fees Permit Fee $ `t�o /- ,, CCF $ Submittal Fee $ Notary $ Scanning $ Bond $ Code Enforcement $ Double Fee $ Training /Education Fee $ 0. 40 • * * *dc * * * * * * * * ** ** * ** * ** CO /CC Technology Fee $ Radon $ DPBR $ Zoning $ Structural Review. $ Total Fee Now Due $ [ 13.10 See Reverse side -+ Bonding Company's Na frie (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. l 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.- the a ' ce 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: Signature The foregoing in day of who is Contractor was acknowledged before me this 20 f9 %, by personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My b • b i ty Iti P Camm+e : xs �/� 0/ ***** YXx ****xYKXxx****xxXxxXx .X x. ..x ****i* xXxxxx8w nx3IXxxX Xxxxxxxxx akx'xxxxdc APPLICATION APPROVED BY: (Revised•02 /08/06) Plans Examiner Engineer Zoning RETAIN THESE INSTRUCTIONS FOR FUTURE REFERENCE VEUILLEZ GARDER CE MANUEL POUR REFERENCE FUTURE. A French manual is available upon request. Order P/N 850,031CF Ce manuel d'installation est disponible en francais, simplement en faire la demande. Numero de la piece 850,031CF. NATIONAL We recommend that our woodburning FIREPLACE INSTITUTE' hearth products be installed and serviced by professionals who are certified in the U.S. by the National Fireplace Institute® (NFI) as NFI Woodburning Specialists or who are certified in Canada by 0 CERTIFIED Wood Energy Technical Wood Energy Training (WETT). Technical Training ra n www.nficartified.o g g Tested & Listed By C OMNI -Test Laboratories, Inc. Beaverton OTL Report No. Oregon USA 116-F-37-2 • • ... • • • ••• • •• • • • • •. .. • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• I NSTia I��tT.l ELI •• • • •• • •:• . • •• . . . . . . . INSTUUCYIfJNS•• ••• .... . .. ... .. MERFE! PEBS•SERIES STATE AND COUNTY RULES AND REGULATIONS This installation manual will enable you to obtain a safe, efficient and de- pendable installation ofyourfireplace system. Please read and understand these instructions before beginning your installation. Do not alter or modify the fireplace or its components under any circum- stances. Any modification or alteration of the fireplace system, including but not limited to the fireplace, chimney components and accessories, may void the warranty, listings and approvals of this system and could result in an unsafe and potentially dangerous installation. IMPORTANT! TO ASSURE PROPER ALIGNMENT OF GLASS DOORS: INSTALL THIS FIREPLACE IN A SQUARE AND PLUMB CONDITION, USING SHIMS AS NECESSARY AT SIDES AND /OR BOTTOM. NOTE: This fireplace has been listed and approved for use outdoors or indoors. CAUTION! THIS FIREPLACE IS EQUIPPED TO BE READILY IN- STALLED OUTDOORS. IF INSTALLED INDOORS, YOU MUST INSTALL THE COMBUSTION AIR COVER PROVIDED WITH THE INSTALLATION KIT OR PURCHASE THE OPTIONAL OUTSIDE AIR KIT GATE OAKG -OD. SEE INSTRUCTIONS INSIDE THIS MANUAL FOR FURTHER DETAILS. IMPORTANT! POUR ASSURER L'ALIGNEMENTAPPROPRIE DES PORTES DE VERRE : INSTALLEZ CE FOYER SUR UNE SURFACE PLANE ET METTRE A NIVEAU EN UTILISANT DES CALES AU BESOIN SUR LES COTES OU EN DESSOUS. ATTENTION! CETTE CHEMINEE A ETE ENUMEREE ET APPROU- VEE POUR ETRE AISEMENT INSTALLEE A L'INTERIEUR OU DEHORS. S'INSTALLEAL'INTERIEUR, VOUS DEVEZ INSTALLER LA COUVERTURE D'AIR DE COMBUSTION EQUIPEE DE KIT D'INSTALLATION OU ACHETER LA PORTE EXTERIEURE FAC- ULTATIVE OAKG -OD DE KIT D'AIR. VOIR LES INSTRUCTIONS A L'INTERIEUR DE CE MANUEL POUR D'AUTRES DETAILS. ••• • • • •• •• • • • • • • • • • • • •• • • • ••• • • • • • •• •• • • • • • • ••• • • • • • • • • • • ••• • • TABLE OpeOJ1hT.ENT$•.. •. • • • • • • • • •• • • Safety Rules..;...;...; ;...; •gage 2• Tools and Building Supplies • ••Page 2• Precautions Page 2 Introduction ...•• . ••. .Page Clearances /Heigatoiequi=ertrn ;..;..I • Chimney System...........;...,.• ...;.;ag: Assembly Outline* ••• • • •Page Location of Fireplace Page 5 Clearances Page 5 Assembly Steps Page 6 Preinstallation Notes 'Page 6 Waterproofing Fireplace Page 6' Outside Air Kit Page 6 Fir alara ,Fran ng°Spe4itioaf s=:::Rage `9 Installing the Fireplace Page 10 Installing the. Chimney System..♦`.,..:,Page 12 30° Offset through Floor /Ceiling Page :Ten Foot Rule.Suhimary • 'Page "Multiple Terminations Page ;Chimney Component Calculations Page Special Offset Instructions Page Offset Calculations Page Vertical Elevation Charts Page Installing Offsets Page Offset Elevation Chart Page Gas Line Connection Page Vent Free Appliances Page Glass Doors Page Cold Climate Insulation Page Fireplace Finishes - Mantels and Trim Page Hearth Extensions/Wall Shields Page Finish Requirements Page Installation Components Page 13 15 15_. 15 15 16 15 16 18 18 19 19 20 20 20 22 23 PACKAGING The assembled indoor /outdoor fireplace is packaged with: 1 - One envelope containing the literature pack- age which consists of the homeowner's manual, installation instructions, warranty and combustion air cover (located in the firebox). 2 - One Outside Air Kit. 3 - Hearth Extension Strips. PLEASE READ AND UNDERSTAND THESE IMPORTANT SAFETY RULES. • A AVERTISSEMENT urn viter le rlsque� , endommagles.mater.;ia du foyer et d augmenter le .i isque lncendie,ne ploy ii:OsitioVeiapourfaireimiren rechauffer de anourrtur 1. Before starting your fireplace installation, read these installation instructions carefully to be sure you understand them completely _JO 1 oR tirety .failureto follow themcould, cause a fireplace malfunction resulting in serious injury and/or property damage. 2. Always check your local building codes. The installation must comply with all lo- cal, regional, state and national codes and regulations. 3. This fireplace must be installed with Security Chimneys FTF8 [8° (203mm) inside diam- eter] Chimney System only. This fireplace is intended for indoor or outdoor installations. The chimney system must always vent to the outside of the building or structure. 4. To ensure a safe fireplace system and to prevent the build -up of soot and creosote, inspect and clean the fireplace and chimney priorto use and periodically during the heat- ing season. 5. Burn approved fuels only as defined in the Homeowner's Care and Operation Manual. 6. NEVER use gasoline, gasoline -type lantern fuel, kerosene, charcoal lighter fluid, or similar liquids to start or "freshen up" a fire in this fireplace. Keep any flammable liquids at safe distance from the fireplace. 7. NEVER leave children unattended when there is a fire burning in the fireplace. 8. Always keep flue damper open when heat is present in the fireplace. 9. Before servicing, allow the fireplace to cool. Always shut off any gas to the fireplace while working on it. This will prevent the possibility of burns. 10.This fireplace is not a heater. It is designed to ensure homeowner comfort by providing supplemental heat to its immediate area. 11.Keep screens closed after feeding fire to keep embers from flying out of fireplace. 12.INDOOR INSTALLATIONS: • Always ensure that an adequate supply of replacement combustion air from the outside of the house is accessible to the fire to support normal combustion. Fireplaces consume large volumes of air during the normal combustion process. • In the event the home is tightly sealed with modern energy efficient features, the optional outside air kit may not provide all the air required to support combustion. 2 I I NOTE: DIAGRAMS 8 ILLUSTRATIONS ARE NOT TO SCALE. i • The manufacturer is not responsible for any smoking or related problems that may result from the lack of adequate combustion air. It is the responsibility of the builder /contractor to ensure that adequate combustion air has been provided for the fireplace. • An Outside Air Cover(provided) or an Out - sideAirKit Gate, modelOAKG -OD (optional) must be installed to prevent significant cold air infiltration. 13.Always ensure thatthe airinletto the fireplace is free from debris and any other obstructions that can block the entrance of air. 14.00 NOT use a fireplace insert or any other product not specified by Lennox for use with this fireplace. All gas log sets must `Yle opbT'ated with the damper clampedpeh, " including unlisted "ventfree" log sets. Listed "vent- free" log sets may be operated with the damper closed. 15. °Smoke free" operation is not warranteed nor are we responsible for inadequate sys- tem draft, general construction conditions, inadequate chimney heights, adverse wind conditions and /or unusual environmental factors or conditions beyond our control. 16.Never, under any circumstances, install a fireplace, chimney component oranyacces- sories, that has visible or suspected physical damage as a result of handling ortransporta- tion. These items should be inspected byyour distributor or qualified factory representative to ensure safe condition. When in doubt, consult your distributor. 17.For additional safety considerations and complete operating instructions, refer to the Care and Operation Manual provided with the fireplace. TOOLS AND BUILDING SUPPLIES NORMALLY REQUIRED Tools Supplies Phillips screwdriver Hammer Saw and /or sabersaw Level Measuring tape Plumb line Electric drill and bits Pliers Square Framing materials Wall finishing materials Caulking materials (noncombustible) Fireplace surround and hearth extension materials (noncombustible) PRECAUTIONS The most important areas of concern dealing with the installation of factory-built fireplaces are clearances to combustible materials, proper assembly of component parts, height of the chimney system, the proper use of accessories supplied bythe manufacturer and the techniques employed in using finishing materials applied to the wall surrounding thefireplace, hearth exten- sions and wall shields. Each of these topics will be covered in thorough detail throughout this manual. Please give each your special attention as you progress with your installation. Note: These fireplace systems are not difficult to install However, in the interest of safety, it is recommended that theinstallerbe a qualified or certified "tradesman" familiar with commonly accepted fireplace installation and safety tech- niques as well as prevailing local codes. INTRODUCTION General Information These fireplaces are traditional radiant heat fireplaces with standard bar grates, optional Outside Air Kits (required for outdoor installa- tions) and optional Operable Bi -Fold Stainless Outdoor Glass Doors and Weather Cover. These appliances are approved for installation -indoors oroutdoors. , , Indoors: These appliances are approved for installation in residential homes and other buildings of conventional construction including commercial, not in manufactured homes(see Figure 5). Outdoors: These appliances are approved for installion against an outside wall of a house, or as afreestanding fireplace on the porch, patio, or located, in the yard (see Figure 6). The Outdoor Fireplace must be enclosed to prevent impact damage to the outside of the fireplace. Build an outside enclosure out of standard building materials, being carefulto maintain the minimum air clearances specified in these Installation Instructions. When installing the fireplace as a freestanding unit on your porch, patio or backyard, it must also be enclosed to prevent impact damage to the fireplace. However, the enclosure must now be finished on all four (4) sides. The exterior of the enclosure maybe finished in atextured plywood, awood clapboard siding, brick, or a cultured stone. • •• • • • • • •• • • • •• •• • • • • • • • • • • . •.• • • • • • • • • • • ••. • • • • • Vinyl siding is not recommended lair use • on the front of the fireplace due to;tha htat: the unit produces. This can causeVvip4 • siding to deteriorate. Note: Illustrations shown reflect "typical" installations with nominal dimension •a' 1d: are for design and framing reference erity..• Actual installations may vary due to individeal • design preferences. However, always mIl1ltain' minimum clearances to combustible materials and do not violate any specific installation requirements. These fireplaces have been tested and listed by OMNI -Test Laboratories, Inc. (Report No. 116- F -37 -2) to U.L. 127 (USA) and U.L.C. S616-(Canada). °These units are intended for ,• indoor and outdoor installations as specified in this manual. For installations in Canada, the chimney clear- ance to combustibles must be 2 inches and the Cold Climate Kit must be installed. A WARNING no acko 4f111 „require, air ces withh o material pa No.materrnsulatial ins pr wedother in (these areas A AVERTISSEMENT Jerempllssez pas les espaces tbres une matiere soante ou eout attire type,de matte •e ucun materiel nest permis tans ces }espaces tildes ,r A Termtnation(FTF8- CTDTM) Storm Collar (FSC) Flashing (Locally Fabricated) • Outside Airlrlt (provided) must be installed in outdeorinstallalien. Use Only Non-Combos- Ole Materials From Top 01 Spacers Down (5" Min.) And Within 1,5" Min. To Side Frame. Metal Safety Strips And Hearth Extension Required When installed On Combustible Floor Or In Proximity To Combus- tible Fieor/Covering. Figure 1 TYPICAL INSTALLATION - OUTDOORS Chimney Section (FTF8 -48) Outdoor fireplace system less than 15 feet height must have a chimney clearance of 2" air space to insulation and construction materials and be a minimum of 10 feet away from a building or combustible structure. If installed closer than 10 feet, the 10 foot rule applies (see ten foot rule summary on Page 15). 7' 9' Min. (using one 4' section) 'Air Inlet (Provided) Notes: • Framing is shown as reference only. It can differ according to design and !anal building codes. • Fireplace Is shown for illustration purposes only. it may differ from actual model. Hole: Framing is shown as reference only. It can differ according to design end local building codes. NOTE: DIAGRAMS & ILLUSTRATIONS ARE NOT TO SCALE • • ••• • • • • ... ••• • • . . • • • ••• ;' t1��NING 'If insulation is used, the fireplace` tnustnotbetiyagatnst` f lns:ilutioplaced n or vapor direc barriers; f ai rnus�'first 132 covered with gypstini &catd, phywood particle_" board or other material to assure: tnsu ationand uapor.barriers remain inl place: A AVERTISSEMENT Si non soIant est tttllle, li re do t pasvenir en contact atiecje foyer L'ISOlant ou le couoe vapeurs, si utilisee, dolt d'abord etre convert d un, panneau =de gypse contre ,. plaque, panneau de particules ou d unautrematerielpours assurer que I isolant et le :coupe vapeursy demeurent en placer These fireplace systems are designed for installa- tion in accordance with the National Fire Protec- tionStandard for chimneys, fireplaces and solid fuel burning appliances; NFPA 211 - latest edition and in accordance with codes such as the BOCA Basic/National Codes, the Standard Mechanical Code and the Uniform Building Codes. TYPICAL INSTALLATION - INDOORS Chimney and Termination �� Outside AlrlOtInstalla- tion Is optiunal unless mandated by local build- ing codes. Outside Combustion Air Kit (Optional) Note: Framing and fireplace shown as reference only. it can differ according to design and local building codes. Figure 2 3 • • ... • • • •.. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ... • • • • • ••• • • • buasMUac'• • • • • • • • • • lure tail s ito _afiLi pro�rided :pmts.. ariations �� techni que err! co strt'e inn mate a o pract :ccsotl:er�ha71 those :des'ibed to hi'anua;l kmaycreateafirehaz ,w,,In uoid eIimited warranty AVERTISSEMENT 'utillserla fatir Clatlon es parties fourhies le varia -. tions daps' techniques etlei dux . °,. matErlet de construction oU les ' rattqu aautre que ceux la ontsy 4ecrit da ns ce manuel peat cree: un risqu d'tncendie et ul ide IAgara tielimitee When completethese fireplace systems consists of five basic "sub- systems ": 1. The Fireplace 2. The Chimney and Termination 3. The Optional Glass Doors 4. The Optional Outside Air Kits 5. The Optional Weather Cover (for outdoor installations) CLEARANCES AND HEIGHT REQUIREMENTS The fireplace may be placed on or near normal construction materials *. The outside air kit, firestop spacer and roof flashing (not chase fleshings) may be placed directly on or against normal construction materials. ** A combustible mantel may be installed 12° above the opening of the fireplace as per NFPA 211 - latest edition. In Canada, the minimum is 18° above the fireplace opening. * In the USA, the chimney and fireplace outer wrapper require a minimum 1" air space to insulation and construction materials. * Outdoor installations less than 15' height require chimney clearance oft" airspace to insulation and construction materials. * In Canada, the chimney and fireplace outer wrapper require a minimum 2" air space to insulation and construction materials. ** Construction Materials: • Framing Materials • Paneling • Particle Board • Flooring • Dry Wall • Plywood • Noncombustible Insulating Materials • Etc. 4 INDOOR INSTALLATIONS - The minimum installed height of the completed fireplace :ysyem for is 15' 0.° The maximum height is 6d' 0° (see Table 1). OUTDOOR INSTALLATIONS - The minimum 'installed height of the completed fireplace • system is 7' 9? The maximum height is 60° . Lsee Table 2). Outdoor installations less than 15' height require chimney clearance of 2" air space to insulation and construction materials. The fireplace and chimney system must be enclosed when installed in or passing through a living area where combustibles or people may comein contact with it. This is importantto pre, •_ vent possible personal injury or fire hazard. For questions, please call your distributor or the manufacturer. Special restrictions apply to the front and facing of the fireplace and nearby walls (See Pages 20, 21 & 22). CHIMNEY SYSTEM These fireplaces are designed and code listed for use with Security Chimneys FTF8 chimney Sys- tem only. Always use Security Chimneys FTF8 chimney components with these fireplaces. Do not modify or alter these components as this may cause a potential serious hazard and void the Warranty. Chimney Height - Indoor Installations The total height of your completed fireplace sys- tem from the surface the fireplace rests on to the chimney top must not exceed 60' and must also meet minimum height requirements. Refer to the minimum system height chart (see Table 1). Chimney Height - Outdoor Installations The total height of your completed fireplace system from the surface the fireplace rests on to the chimney top must not exceed 60' and mustalso meet minimum height requirements. Referto the minimum system height chart (see Table 2). INDOOR INSTALLATIONS Minimum System Height Security's FTF8 Pipe Vertical Installation 15' 0" One Offsets 15' 0" Two Offsets 25' 0" Table 1 0" OUTDOOR INSTALLATIONS Minimum System Height Security's FTF8 Pipe Vertical Installation 7' 9" .• One Offsets 15' 0" Two Offsets 25' 0" Table 2 - See following Notes ❖ Notes (Table 2) • Outdoor fireplace system less than 15 feet height must have a chimney clearance of 2" air space to insulation and construction materials and be a minimum of 10 feet away from a building or combustible structure. The 10 foot rule applies on all cases (see ten foot rule summary on Page 15). • The system height may be reducedto a sing le length of FTF8 -48 pipe and termination with the FTF8 -CTDTM for a minimum height on a complete system of 7' 9.° The fireplace must be installed as a Freestanding system and located a minimum of 10' awayfrom any building or structure (refer to Figure 1). •• Ttte'mtnimutn height WiWvary -vvhdn using other Firecraft or Lennox Terminations. Chase Enclosure A chase is a vertical box -like structure'con- structed to surround the fireplace and chimney. Refer to Figure 9 for a typical chase configura- tion. As with all chimney installations, avoid overhead obstructions such as trees, power lines, etc. A chase should be constructed and insulated just like any outside wall. In a cold climate, we recommend the base of the chase should also be insulated between the solid continuous floor beneath the fireplace and the chase bottom. Chase insulation in a cold climate installation is not required for safety. Note: Do not insulate the chase cavity with blown or fill type insulation materials. Note: Local codes may not require firestopping at the ceiling levels for outside chase installa- tions. However, it is recommended for safety and the reduction of heat loss. ASSEMBLY OUTLINE Before You Start Check your inventory list to be sure you have all the necessary parts supplied in good us- able condition. Check also for any concealed damage. Checkthe operation of the damper. The damper is controlled through the use of a control lever located within the firebox opening at the top center in front of the firebox lintel (Figure 3). The control lever snaps into place at either extreme of its range of motion. When locked in position all the way to the right, the damper is open. When locked in position all the way to the left, the damper is closed. Damper Closed Damper Open Lintel Combustion Air Actuator (when Installed) Figure 3 Chase Enclosure - Indoor Installation Insulate Joists Same As Ceiling Draft Stops Firestop CTDT Termination -- Note: Non - Combustible Chase Flashing Must Be Used To Cover Chase Opening Optional \ Insulation In Outside Walls Of / Chase Solid Continuous Surface Insulation ---- (Thermal Barrier) Outside Base Figure 4 LOCATION OF FIREPLACE Carefully select the proper location for heat circulation, aesthetics, chimney obstructions, air inlet location and clearance to side wall(s). With proper pre - planning, a slight adjustment of a few inches can save considerable time and expense later during construction and assembly. See Figures 5 & 6 for examples. When locating the fireplace, consideration must be given to combustibles and final finishing. See Figure 5and confine the final location of combustible finish materials to the 'Safe Zone." DO NOT permanently place furniture or other items such as decorative pillows within 60" of the fireplace front face. • • •• •• • • • • • • • Indoor Locations - Carefully considU the position of the fireplace opening fin re-, spect to the location of adjacent orer efrlyr. stairwells, bath or kitchen exhaust fans and /or return air registers for forced air furnaces /air conditioners that could cake a smoking fireplace condition if the heuse is tightly insulated. • A CAUTION To ensure li. that the outs deair. skit remains open foran outdoor 'nstallatlon thisfir eplaceshould not' have a combustion a r "gate; control installed lOAKG OD) If this unit is installed indoors. u must install the outside COm ustionaircoverprov dedor an optional outside air kit gate (OAKG OD ) before the fireplace is- framedn place A ATTENTION Assurer que les restes exterieurs de kitd'air ouverts pourtineinstal lation exterieure, cette cheminee n'ontpaestineomcommbusio andede nstaportfl e d'air dn a (OAKG -OD) Si .cette unite�est. installee 51' nterieur vvous dreve ; nstaller la couverture exterieure- d air de combustion fournie our e exterieurelfacultative i (OAKGOD) avant m; i i t e ens n i tie n c a d ri e e; ace. Outdoor Locations - Carefully consider the position of the fireplace opening with respect to the location of adjacent or nearby stair- wells, doors, windows, walk ways and over hanging trees, patios and wires. NOTE: DIAGRAMS 8 ILLUSTRATIONS ARE NOT TO SCALE. ••• • • • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• Wlehodsjng a Iac'atjon; tale must betaken to ad ageid ipta,c el w:14 fipUding or running wale r maytse a pr nit m: DO NOT place furniture or other items such as plants or decorative objects within 60" of :hlrftrol:ee frQlf'laq,e!• •• • • • • •• • aloe: Location; - Toe View • / L IVING SPACE 3J WED Optional Hearth Extension �al et ;i r Air Inlet (inl must be fre e of any obstruc tiDns) PATIO Figure 6 Restrictions for Outdoor installations: • Outside Air Kit must be installed and fully open on the outdoor installation. On the indoor installation is optional unless mandated by local building codes. • Minimum chimney heightforthe outdoor in- stallation is 7' 9" (one 4 foot pipe section). • Minimum 2"chimneyclearance is required when system height is less than 15'. • Only non - combustible materials are allowed on the frontface (Front Fireplace Frame) and around the perimeter within 5" (full length of top spacers) on the top and 1/2" on the sides (see Figures 1, 51 & 52). Combustible materials may project beyond the sides of the fireplace opening as long as they are kept within the shaded areas illustrated in Figure 7. CLEARANCES Minimum clearance to combustibles for the appliance is as follows: sides and back - 1" (25 mm), floor -0" (0 mm), adjacent wall -12" (305 mm), ceiling - 37 1/2" (953 mm). Note: Clearance at the nailing tab is 0' (Omm) (see Figure 25). Note: Adjacent wall considerations are for an adjacent wall on only a single side. Walls should not be placed at minimum distance at both sides of the fireplace. 12" 45° Frame Surface Not to Be Covered With Combustible Materials 000 Wall Covering Door Opening 12' Sate / Zone Figure 7 Clearances 5 6 ••• • • • ••• • •• •• • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• • • •• •• • • • • • • • • • ASSEMBLY&EPS • • • • • • • • • • • Note: Thefollopinps :psre, resentfignorrrl�t sequence of installation. Eamh instttllration is unique, however, and might require a different sequence. •• •5• •• • • • 1. Position fire oolr pro= tQ fi)mig;o ;i�>p prepared framing. • •• • • • • 2. (Outdoor 11iztillak4s) :WItefpa3ot:ttrie fireplace. See Waterproofing The Fireplace on Page 6. 3. Install the chimney system. 4. Install an outside air cover or an airgate kit, if fireplace is being installed indoors (optional accessory, see Page 23 for ordering infor- mation). The Airgate kit is required on all INDOOR instaflatiorrswhen an outside air kit is installed. The Airgate Kit is NOT ap- proved for use on outdoor installations. 5. Install outside air kit (provided). This kit is required on ALL outdoor installations (optional for indoor installations). 6. Plumb gas line if a decorative gas appliance will be used. (Gas connections should only be performed by an experienced, licensed/ certified tradesman). 7. Complete the installation, finish wall mate- rial, surround and hearth extension to your individual taste. 8. Assemble and attach optional glass door assembly. Study the illustration of the installation, Figures 1 & 2, to get a general idea of each element of your fireplace system. PRE - INSTALLATION NOTES The fireplace may be installed directly on a combustible floor or raised on a platform of an appropriate height. Do not place fireplace on car- peting, vinyl or other softfloor coverings. It may, however, be placed on flatwood, plywood, particle board or other hard surfaces. Be sure fireplace rests on a solid continuous floor or platform with appropriate framing for support (and for indoor installation ensure that no cold air can enter the room from under the fireplace). The fireplace may be positioned and then the framing built around it, or the framing may be constructed and the fireplace positioned into the opening. Usually, no special floor support is needed for the fireplace, however, to be certain: 1. Estimate the total weight of the fireplace system including chimney and surround materials such as brick, stone, etc., to be installed. Shipping weight for the fireplace may be found on Page 9 (see Product Reference Information). 2. Measurethesquare footage of the floorspace to be occupied by the system, surrounds and hearth extensions. 3. Note the floor construction, i.e. 2 x 6's, 2 x 8's or 2 x 10's, single or double joists, type and thickness of floor boards. 4. Use this information and consult your local building code to determine if you need ad- ditional support. Ifyou plan to raise the fireplace and hearth 2$nsion, build the platform assembly then :lo:ition fireplace and hearth extension on tip. Secure the platform to the floor to prevent possible shifting. • WATERPROOFING THE FIREPLACE Outdoor Installations • Although the fireplace is designed to drain to the front most of the water from rain and other sourcesthat may enterthe hearth area, conden- sation and unusual conditions may cause water to collect inside the fireplace bottom. To prevent water collection, the builder must provide a means to drain water.from tender: the fireplace by building or installing a water collector of the builder's choice before posi- tioning the fireplace on its location. INDOOR INSTALLATIONS ONLY Outside Air Cover If the optional outside air kit is not required in an indoor installlation, you must install the outside air cover to close the opening for the A WARNING Indoor Installations If the optional :,,outside e a r k t is noot requirred -the �outsideatrcovermustheinstalled� ,for safe fireplaceoperation A AVERTISSEMENT installations d'.interieu exterieur facultatlf d'alr exlge , u nest side de chpourloptaestmexigent rieuiore d e ans e = .n k The Outside Air Cover is included in the Instal- lation Instrctuions package provided with this fireplace. Follow the steps below: a. Remove the Outside air collar located on the side of the fireplace. Do not discrd the screws (see Figure 8, Photos A & B). b. With the screws previously removed, install the cover provided with the installation instructions kit (see Figure 8, Photo C). NOTE: DIAGRAMS & ILLUSTRATIONS ARE NOT TO SCALE. Outside Air Collar Required on indoor Installations If an outside air kit is NOT installed. Viewed from right side of fireplace Figure 8 Outside Air Kit Gate Installation (optional kit) Indoor Installations Only The installation of the Air Gate (shutter) is required on all indoor installations to prevent cold air infiltration when an outside air kit, OAK -OD (duct & hood), is installed. The Outside Air Kit Gate, OAKG -OD (air gate & arm), must be purchased and installed before the fireplace is installed. 1. Remove the Outside Air Collar located on the right hand side of the fireplace (retain the screws). See Figure 8, Photos A & B. 2. Install the Outside Air Kit Gate (OAKG- OD) per the instructions in the kit and the following instructions using the screws provided. a. Assemble the Air Gate Arm to the Air Gate as shown in Figure 9. b. Take the Air Gate Assembly and feed the arm through the round opening (see Figure 10 )and then th rough the side frame opening in the front as shown in Figure 11. Assemble the Air Gate and Arm as shown. • AirOate'Assembly When assembled onto appliance, the notch here..must be positioned as shown Figure 9- Outside Air Kit Gate MPORTANT! IF THE AIR GATE IS INSTALLED UPSIDE DOWN (WITH THE NOTCH POSI- TIONED ON THE UPPER HALF) IT WILL NOT WORK PROPERLY. REFER TO FIGURE 9. c. Ensure the air gate arm remains attached to the air gate, secure the Air Gate to the fireplace, with the screws provided, as shown in Figures 12 & 13. d. Verify the mechanism isworking by pulling to open and pushing to close. 3. Install the Outside Air Collar with the screws removed earlier (see Figure 14). Position the Air Gate Assembly as Shown Figure 10 - Air Gate Assembly to Fireplace Using a screwdriver bend this tab outward, B necessary, for the ann to clear the opening Side Frame Opening Feed The Arm Through Side Frame Openin Figure 11- Air Gate Arm in Front NOTE: DIAGRAMS & ILLUSTRATIONS ARE NOT TO SCALE. • • • • ••• • • • ••• • •• • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • . • ••• • • • • • • ••• • • • •- • ••• ;4. :nsallan 8utcideAir Kit•(with ;opined hood) pA:the incfructicns:proviaed ith kit. • •• ••• • a. If the outside air kit is NOT installed, you must install the Qiitsida Cow provided ; it the idirwctsone ki4. • ••• • • • • •• •. • • • • •. •• • b. If arrput5i fit ai=kiQ S Qist�l Ied.tile Outside Air-Kit Gate must be installed (see Page 23 of ordering information). The Outside Air Kit Gates are required on all indoor installations only. They are not approved for use on oudoor installations. Air Gate Operation Instructions Install the Air Gate Kit per the instructions provided with kit (see Page 23 for ordering information). Air Gate Kit (purchased separately) Combustion Air Actuator Pull Forward to Open, Push Back to Close Figure 15 To operate, push the end of the actuator arm to the left as shown in Figure 15, until it °pops° free of its 'locked' position. Pull the actuator forward to open the combustion air door, and push it back to close. To "lock' the combustion air door closed, ensure the actuator is pushed all the way back then push the end of the actua- tors to the right until the step in the actuator moves behind the appliance front face within the slotted opening. Operate the actuator through several cycles including the 'lock" position. Ensuring proper operation and freedom of movement. Return the actuator arm to the locked position. 7 ... • • • • • • • • . • • • ... • • • • • ... • • • • • • • • • .. • • • • • • • • l ,tsidg lair ptfr�stallatror:(pjot ide4)j • • • • • • • • • • The appliances ere egtirpped .wlitr a com- bustion air inlet collar so that it is possible to duct combustion air from the outdoors to the firebbox To aocoinp:ish.an.olsile ,tiook- up, use only le 'O sio$ Ajr Itiloviotd with • these•appliades: ljres'e.ltIts :orjre t gryplete with all components necessary in completing a combustion air vent system. Indoor Installations - An Air Gate Kit must be installed prior to the installation of the Outside Air Kit (purchased separately - see Page 23 for ordering information). Outdoor installations- Units installed outdoors are required to have the Outside Air Kit (pro- vided) installed without the Air Gate Kit. The optional Air Gate Kit is notapproved on outdoor installations. Outside Air Kit (provided) Required on all Outdoor installations Optional on Indoor installations Air Duct Figure 16 Note: Air Inlet Must Be Free Of Any Obstructions B Install as follows: Connect the 4° (102 mm) Class 0 air duct provided, to the collar on the fireplace with the clamps provided in the kit's hardware package (Figure 16). Route the Class 0 metallic air duct out the back wall or side wall, up through the ceiling or floor joists to an outside wall. The air duct's inlet should be located above any anticipated snow level. Check local building codes for any restrictions. We recommend that the inlet be at least 4 feet above grade level. Note: Air inlet ducts must not terminate in attic space. other obstacles The maximu height feet ling above the inimum for the Outside air is 5 „the: hearth. prrovid` air air,fillets, is terminated ofth ee. 3 yfeet :belo. A ATTENTION uitezI istallerlaprised air ou, l ouverturepourraitetrebloquee, spar Ianeige, leesbssons ou autrres obstacles La hauteur maximumppour la prise.d'a rest dee 50 pi Au dessus de la base du foyer a condition qu elleses the aall loins 3 pf. Endessr sortie de la cheminee NOTE: DIAGRAMS & ILLUSTRATIONS ARE NOT TO SCALE. Note: Secure the duct hood to a vertical post with the inlet positioned downward. Ensure that nothing blocks the hood opening. This duct must never terminate higher than 3 feet below the fireplace termination (Figure 17). Duct Hole Framing: Cut or frame a hole through the outside of the enclosure for the installation of the duct inlet hood. A 5” (127 mm) diameter hole is required. Feed the loose end of the flexible duct through the hole cut for the inlet hood and attach to the collar on the inlet hood using two (2) screws. Insert the hood into the opening. Secure in place with nails driven through the holes in hood flange. Seal with noncombustible water- proof silicon type caulking. If additional duct is 'needed, use Class 0 metallic air duct (refer to Figure 16). FIREPLACE SPECIFICATIONS - MODEL MP -420D Product Reference Information Cat. Model Ship. Ship. No. 1105 mm Weight Volume 111934 MP -420D 188 Ib. 24 cu. It. Framing Dimensions A 46 -1/2" 1181 mm B1 43 -1/2" 1105 mm 83 60 -1/2" 1537 mm C 33" 828 mm D 17 -1/2" 445 mm E 76 -1/4" 1937 mm F 38 -1/8" 968 mm G 21 -5/8" 549 mm H 20 -5/8" 524 mm J 53 -7/8" 1362 mm K 8" 203 mm Notes Due to Lennox' ongoing commitment to quality, all specifications, ratings and dimensions are subject to change without notice. Alltraming dimensions calculated* l /2'drywall at the fireplace lace. If sheathing the chase or finishing with other thickness materials, calcula- tions will need to be made. See Page 10 for Ceiling and Roof Framing Dimensions Diagrams & Illustrations Not to Scale Tested & Listed By C OMNI -Test Laboratories, Inc. Beaverton Oregon USA OTL Report No. 116- F -37 -2 • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • -••• • •••. •• • Back Wall of Chase/Enclosure OAK -OD Combustion • • • • Including Finishing Materials, if any. Air KII • • • Inside Chase Rough Framing Face (Unfinished Shown) Outside Chase - Indoor Installations * "Note: When Framing With 6 "Studs Header Must Be 17" (432mm) Higher. Use SecurityChimney's OR 15Offset/Re- turn Elbow To Recess The Chimney Back 2 1/2" (64mm). Flat Frame Down To A False Header At (B1). Maintain Required Clearance To Chimney At All limes. ' 1" Air Space to insulation and construction materials on the back and sides. Including Finising Materials if any Combustion Air Kit - Optional Rough Framing Face (Unfinished Shown) Outside Chase 31.9/16' (802 mm) 8 -3/16" (208 mm) Fireplace Top Spacer` 1° (25 mm) 0 0 0 0 0 Gas Line Access 0 12 15" (318 mm) 101 0 21 1/4" (540 mm) 8 3/9" (213 mm) 45° 47" (1143 mm) (1194 mm) Top View 12 -1/2" H-(318 mm)--1.1 13-7/18° (341 mm) (1092 mm) 38" (955 mm) 21 -1/4° (540 mm) Left Side 22 5 /16° (555 mm) 41" (1041 mm) 2" (51 mm) r • • • • • • • • • • • • • • • • • • •• • • • •• •• •• • Fireplace Framing Back Wall of Chase/Enclosure Optional Outside Including Finishing Drainage Air Kit Materials U any \ Line Rough Framing Face (Unfinished Shawn) Back Wall of Chase/Enclosure Including Finising Materials \ if any Rough Framing Face (Unfinished Shown) Corner Installation Outside Chase DAK -OD Combustion Air Kit Combustion Alr Intel (1092 mm) 7.3 /16° (183 mm) 45" (1143 mm) Front View Fireplace Top Spacer 0 0 0 0 0 9-7/8" (251 mm) - -'--'- nom':.. 10° '4,-4; mm) 19" (483 mm) Gas Line Access Junction ^.� Bel 43" (1092 mm) 40 Figure 18 Right t Side A 9 10 ••• • • •• • • • • • • • • • • • ••• • • • • • • ••• • • • • • •• • • • • •• •• • • • • • • • • • • • .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Ft'amfi tg Ceiiidg ••• •• • • • .• •• • Fwgie tlregpenipgfor tie as speci- ficephereo • • • • • • • • • • • • •• • • • • • • •• ••• • • • • • •• B Note: Faming Dimensions in Canada & USA are different because installations in USA require 1° Clearance to pipe. Installations in Canada require 2° Clearance to pipe. Figure 19 Ceiling Framing Framing. Dimensions for Ceiling inches (millimeters) :. Flue Type A B FTF8 Vertical 141/2" 141/2" (USA) (368 mm) (368 mm) FTF8 Vertical at 2" 16 1/2" 16 1/2" (Canada) (419 mm) (419 mm) FTFB Offset 30° 14 1/2" 25" (USA) (368 mm) (635 mm) FTF8 Offset 30° at 2" 16 1/2" 27" (Canada) (419 mm) (686 mm) Framing Roof Frame the opening for the roof as specificed here. Note: Faming Dimensions in Canada & USA are different because installations in USA require 1° Clearance to pipe. Installations in Canada require 2° Clearance to pipe. Framing Dimensions for Roof Inches (millimeters) • FTF8 at 1" (USA) FTF8 at 2" (Canada) Pitch C D* C D* 0/12 14 1/2" 14 1/2" 161/2" 161/2" (368 mm) (368 mm) (419 mm) (419 mm) 6/12 14 1/2" 17" 16 1/2" 19" (368 mm) (442 mm) (419 mm) (483 mm) 12/12 14 1/2" 211/2" 16 1/2" 23 1/2" (368 mm) (546 mm) (419 mm) (579 mm) * Perpendicular to root ridge Figure 20 Roof Framing NOTE: DIAGRAMS & ILLUSTRA' ONS ARE NOT TO SCALE INSTALLING THE FIREPLACE Step 1. Slide the fireplace into prepared fram- ing or position fireplace in its final position and frame later. The fireplace may not be recessed into a combustible floor. Maintain the floor to hearth clearance established by the fireplace lower front face. Step 2. Insert the provided metal safety strips, beneath the fireplace as illustrated (Figures2l, 22 & 23). The safety strips should overlap 1/2 ' min. for continual coverage of the floor. Note: Safety strips are not required when fire- place rests on a noncombustible surface. Top Spacer Maintain 1" (25 mm) Air Space At Back And Sides Hearth Extension Metal Safety Strip Floor Note: Hearth extensions must not interfere with circulating grillwork Figure 21 • Maintain 1° - -- —__— (25 mm) I ' Air Space At Back And Sides Hearth Extension 1" (25 mm) Space Metal Safety Strip Platform Floor Note: Hearth extensions must not interfere with circulating grillwork Figure 22 Note: Install the hearth extension only as il- lustrated (see Figures 21 & 22). The safety strips should extend from front of the fireplace at least 1 1/2" and should extend to be at least flush with the sides. In the eventa wooden support is used to elevate the fireplace above the floor, a Z" type safety strip should be fabricated and used to protect the front surface of the wood support as well as the floor beneath the hearth extension (Figures 23 & 24). The safety strips should be tacked down to prevent possible movement. Note: The Z" type safety strip is not sup- plied. Nate: Safety - strips are not required when fire- - place rests on a noncombustible surface. Blocking Figure 24 Metal Safety Strips Step 3. Refer to fireplace drawings and speci- fications (see Figures 18, 19 & 20) for fram- ing dimensions and details. Frame appliance enclosure as illustrated in Figure 18. Note: The framed depth, 21 5/8" (549 mm) from a framed wall, must always be measured from a finished surface. Ifa wall covering such as drywall is to be attached to the rear wall, then the 21 5/8" (549 mm) must be measured from the drywall surface. It is important that this dimension be exact. If the appliance is to be elevated above floor level, a solid continuous platform must be constructed. The header may rest on the top metal spacers, but must not be notched to fit around them. Consult all local codes. A WARNING rider o circl mstances can h ; ilifireplacetopspacers(seeFig ure 8)1ie2removed ormoditied nor,c A . ay you notch the'headei to tiit i around or a Installed lower avers Th a header; ii.e.cloCentqc..cuttho ea top spacers but may not�be' 'st pported by;.them AVERTISSEMENT ous aucune circonstance less; �espaces du dessus d6. foyer (uoir leschiema 13) ne p�euvent etre retirees ou modifiees you one pouvez pas entaillez le. of mba ep our a usterr au ur au etre nstalle p�lusbas que les. spaceurs. Le colombage.peut etre' en contact direcyt avec les dti dessus¢ mail e, peut etresoutenu par�eux. Step 4. The fireplace should be secured to the side framing members through the nailing tab at the top and bottom on each side of the fireplace front face. Use 8d nails(Figure 25). Nailing Tab 8d Nail 1/2 " "— Min. Note: The nailing tab and the area directly behind the nailing tab is exempt from the clearances described on Page 5. Maintain at least 1/2 "clearance from the firebox wrap- per to the framing at the closest point of contact, directly adjacent to the flange. Figure 25 NOTE: DIAGRAMS 8 ILLUSTRATIONS ARE NOT TO SCALE. • • ••• • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • ••• .'F•or.Canadiaf •Inefa4latio4•- Wtold dinlate tit‘ efFil Cle3 -ini nsust be .nste4led irneft indoor instamtions. Installer must supply suitable length of 6" Digmeter,clais "Irsmetg14 ai;duct. • • • • • • • • • St45.:It :ch :hacoidine's& kit, around the cjaigillelcrtaPwith tie :crtuaprorriled (see Figure 26). Cold Climate Kit Installation Instructions: 1. Connect the 6° (102 mm) Class 0 air duct provided by installer, to the duct collar on the fireplace and secure with two (2) screws from the kit's hardware package: 2. Route the Class 0 air duct out the back or side wall, up through the ceiling or floor joists to an outside wall. The air inlet hood should be located above snow level or above any anticipated snow level, (Figure 19). Install As Shown With Opening In Downward Position Do Not Block Entrance Figure 27 iz;s I I 5 Foot Min. Height From Outside Ground Level Nate: Ifthefireplace is instated against an inside wall, the class 0 air duct may be extended into a ventilated attic spaceat least 18° (475mm) above the attic floor. Secure the air inlet hood to a vertical postwiththe inlet positioned downward. Ensure that nothing blocks the hood opening. This hood must never terminate higher than three (3) feet below the termination. 11 ... • • • e.. • • • • • • • • .. • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • $.Ttit pr'friame a jiDI ttye{jgh the,0ugsice% all 'fpr e =nstallitibp of the air il: litho: d . A (r1,'y.ehameter.itol eis'equired.�Feed the loose end of the flexitle duct through the hole and attach to the collar on the air inlet Hood using two 42) rewe fwona the kit's haidware•pactagi. QisCrtt$e:ood irltothe opening. $ecur he=nl0h:ocOn :lace with net? dM to tttto h tiTe hots tn the flange. Seal with noncombustibiewaterproofsilicon type caulking. Steps 6 - Install Air Gate Kit (Required on All Indoor Instlaltions. When an Outside Air Kit is installed, see assembly steps on Page 6). Install the Air Gate Kit per the instructions provided with kit and on Page 6 (see Page 23 for ordering information). Step 7. Outside Air Kit (provided) (Required on All Outdoor Instlaltions) Install the Outside Air Kit per the instructions provided with kit and on Page 7. Step 8. Route the Class 0 metallic air duct per the instructions on Page 8. Step 9. Cut or frame a hole through the outside of the enclosure for the installation of the duct inlet hood per the instructions on Page 8. INSTALLING THE CHIMNEY SYSTEM Step 1. Before continuing, check the operation of the damper, as described on Page 5, (refer to Figure 3). Step 2. Using standard construction framing techniques, construct opening for chimney route up through the ceiling(s) and roof or through an outside chase. Framing must maintain adequate minimum air space clearance at all times. A CAUTION o: mina 1' * hRiley space to insulation inSglatierlAn, b;uildinl iaterials throughout iertlCa offset chimneys installation 12 A ATTENTION Permettezaminimum ponce* espacewaerien�dechemilnee a isolation a.ux materiaux�de° construction et aux membreso ncadrants dans�toute�la vertu= caleouexcentrezl'rnstallationP de cheminee A minimum 1 "* air space must be reserved for clearance to insulation and construction materials extending for any continuous length surrounding the chimney. *Note: 2" airspace to insulation and construc- tion materials required in Outdoor Installa- tions when system height is less than 15 feet (see Table 2, Page 4). In Canada, the chimney and outer wrapper require a minimum 2"air space to insulation and construction materials. Reference Figures 19& 20 and charts Framing Dimensions for Ceiling and Roof, which specify minimum ceiling and roof dimensions. In newconstruction,to determine chimneycenter line, use plumb line from roof or ceiling above fireplace to center of flue collar on fireplace. For remodeling, plumb to center of flue collar from ceiling above, drive nail through ceiling from below to mark position, then mark and cut to passage from above ceiling (around nail) (see Figure 28). Then plumb from ceiling or roof level directly above hole which has just been completed. Figure 28 NOTE: DIAGRAMS & ILLUSTRATIONS ARE NOT TO SCALE. Step 3. Position appropriate firestop spacer at ceiling and nail temporarily with two (2) 8d nails. Use flat firestop spacer, Model F8FS, if chimney penetrates ceiling vertically. If chimney penetrates ceiling at 30° angle (offset chimney), use30 °firestop spacer, Model F8FS30. Use one nail on opposite sides to hold firestop spacer in position. Nail permanently, using at leasttwo (2) more 8d nails, afterchimney sections have been assembled through thefirestop spacer and after any necessary adjustments have been made. Firestop spacer must be secured by at least four (4) 8d nails when completely installed. Notes: "Indoor Ilisfa'ilations: 7f there i§ a room above" ceiling level, firestop spacer must be installed on the bottom side of the ceiling. If an attic is above ceiling level, firestop spacer must be installed on top side of ceiling joist (Figures 29 & 30). Outdoor' Installations: If patio installation requires that a chimney passes through a roof or room above, be sure to comply with all local building codes. CHIMNEY 30° OFFSET THROUGH FLOOR OR CEILING It may be necessary to assemble the chimney at 30° when passing through the floor or ceiling area. Use the F8FS30 firestop spacer as shown in Figures31 &32. Supportthe chimney atfloor or ceiling penetration with a FTF8 stabilizer if distance of chimney below ceiling is 10' or more. Maintain 1 °" minimum airspace to combustibles from chimney sections. F8FS30 Firestop Sac ei Attic Space 4,1 / Air Space 1 "* Min, //' FTF8 -34 Stabilizer Air Space 10' Max. Figure 31 30° Firestop And Attic Above F8FS30 Firestop Spacer Room Above 1 "* Min. Air Space / Figure 32 1 °* Min. Air Space FTFB -S4 Stabilizer 10' 30° Firestop And Room Above Max. For Canada Only When installing the chimney system through an open attic space, the attic shield assembly - firestop spacer must be used (Figure 33). This installation is required only for use in Canada. Note: For Canadian installations, all chimney installed outside the building must be con- structed with galvalume (outer sections only). The appropriate model designations are located in the back of this manual. Step 4. Note :Chimneysectionsare constructed with a unique locking tab design, which ensures an immediate, tight assembly between sections. Plan yourchimney requirements carefully before assembly as chimney is difficultto disassemble after installation. If disassembled, the tabs might become damaged. Be certain tabs are properly formed to ensure locking tabs engage properly. The Security Chimney's FTF8 chimney system is a two piece chimney, 'which snap together from the fireplace up. Start with the inner flue section with the lanced end up, snap lock it in to the matching collar on top of the fireplace. 'At ail subsequenfjoints, the upper flue section fits into the preceding flue section. Each piece snaps together by means of locking tabs (9 locking tabs per joint). Check each piece by pulling up slightly from the top to ensure proper engagement before installing the next section. If the flue has been installed correctly, it will not separate when you test it. Also, the inner flue joint where each section is joined should be tight and flat without gaps (Figure 34). The outer chimney section installs the opposite - way; the lanced end goes down and each new section goes OVER the outside of the previous section installed (Figure 35). NOTE: DIAGRAMS 8 ILLUSTRATIONS ARE NOT TO SCALE. • -• ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • •{ Joie: olssembles3ng egrnfon:n*f emney at a timei (inne. sec timnftrst, tM2g bur section ' lasi) before proceeding with the next complete section. •• • • • •• ••• •• bgntinn jt ailse2nt a the c iimneytip through fralle/ oyerQn /Weim& just esiough to penetrttte the it of flasf inl'bDen r gs (Figure 36).Always maintain 1 "' minimum air space to .insulation and construction materials. Always check each chimney joint (inner and outer) to ensure proper engagement. Check vertical alignment of chimney so that it projects from the roof in true vertical position. Security's chimney sections do not need to be screwed together. Additional reinforcement is not necessary except in certain offset conditions (refer to Page 16, Figure 47). Step 5. The height of vertical chimney pipe supported only bythefireplace must not exceed 30'. Chimney heights above 30' must be sup- ported by a Model FTF8 -S4 stabilizer installed at 30' intervals. Note: The Model FTF8 -S4 adds 3 "net effective height to the total chimney system. Install the Model FTF8 -S4 stabilizer by fitting inner section down into respective section of proceeding flue pipe and locking outer stabilizer section into place over the outer chimney pipe. Position for proper clearance through framed opening and nail straps securely (undertension in "shear ") into place on framing. Use 8d nails. Attach successive lengths of chimney pipe directly to stabilizer using same techniques as described in Step 4 (see Figure 37). *Notes: • 2° clearance to combustibles required in Canada. • Outdoor installations less than 15' height require chimney clearance of 2" air space to insulation and construction materials. 13 ••• • • • • • •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • •• • • • • •• •• • • • It • • • • • • �`a� • i I*1 I • 7* WI 1 • „�•w7 • • • ,•,:;,✓ ••• • ••• •es •'• • • • ••• Figure 37 FTF8 -S4 Stabilizer Note: Do not apply excessive pressure to any subsequent chimney sections following the stabilizer when installing. Ensure each subse- quent chimney section is securely attached by testing as noted in Step 4. Step 6. Select the proper Security Chimneys roof flashing based on pitch of roof. Use chart below for selection: Roof Pitch Model Flat to 6/12 F8F6 6/12 to 12/12 F8F12 Next, slide roof flashing overextended chimney section that previously has been installed above the roof opening in Step4. FTF8flashings require flashing spacers. Slideflashing all the way down until the flashing base rests flat on the roof (Figure 38). Again, check the vertical position of the chimney and the 1"* minimum air space to insulation and construction materials. Note: Do not caulk or seal the ventilating open- ings or seal the flashing at the chimney. Step 7. Secure flashing by nailing along the perimeter into roof using 8d nails. If shingled roof, slide upper end and sides of roof flash- ing under shingles (trim if necessary), seal the top and both sides of the flashing to the roof with roof caulking. Cover nail heads with roof caulking (Figure 39). * Notes • 2' clearance to insulation and construction materials required in Canada. • Outdoor installations less than 15' height require chimney clearance of 2" air space to insulation and construction materials. 14 Step 8. The standard Security FTF8 roof flash- ing assemblies include a storm collar. Slide the storm collar over outer chimney, rest on flashing spacers and align with top surface of flashing. Insert tab in slot, pull tight and bend tab back over slot. Seal storm collar to outer chimney with roof caulking or mastic around entire circumference of pipe. Also add extra roof caulking to the tab /slot area to seal completely against waterpenetration (Figure40). Checkall joints very carefullyto ensure no water intrusion can take place. Step 9. Security Chimneys locking bands, Model FLB, may be required if the chimney extends too high above the roof flashing. As a general rule, if the chimney extends more than 6' above the roof flashing, the use of locking bands is advisable to strengthen the chimney assembly. Align the locking band at the chimney joint. Locking bands wrap around pipe joints equally covering the joints of both pipe sections. Use the nut provided and TIGHTEN snugly. Do not overtighten as this might damage the chimney section (refer to Figure 40). Note: If chimney extends more than 8' above roof surface, guy wires are also recommended. Use three (3) guy wires, attach to locking band assembly, extend and secure to roof in a triangular pattern (see Figure 41). Guy wires are not supplied by the manufacturer. NOTE DIAGRAMS & ILLUSTRATIONS ARE NOT TO SCALE. Roof Ridge Figure 41 A 120° Step i0: Using a FTF8 -CTD or FTF8 -CTDT Round Termination (indoor fireplace installations only): 1. Hold the FTF8 -CTD (or CTDP) over top of last chimney section (Figure 42). 2. Center inner slip section in inner flue pipe - slip down. 3. Center outer locking section over outer flue pipe. Push down until locking tabs are firmly engaged. 4. Pull up slightly on CTD to ensure locking joint has firmly engaged. Using a FTF8 -CTDTM Chase Termination: Refer to specific installation instructions (750,205M) included with the FTF8 -CTDTM chase termination for clearance and installa- tion details. Using a FTFB -CT1 orFTFB -CT1P Chase Termination: Refer to specific installation instructions (750,015M) included with FTF8 -CT1 chase terminations for clearance and installation details. Using a FTF8 -CT2 Chase Termination: Refer to specific installation instructions (750,016M) included with FTF8 -CT2 chase terminations for clearance and installation details. Using a FTF8 -CTT Chase Termination: Refer to specific installation instructions (750,077M) included with FTF8 -CTT chase terminations for clearance and installation details. Note: It is recommended that all exterior ex- posed metal fireplace components; such as terminations, flashings, storm collars and /or flue be painted with a premium quality ,high temperature, rust preventative paint designed for metal. This is especially important when installations are made in abnormally adverse or corrosive environments; such as near lakes, oceans or in areas with consistently high humidity conditions. Consult the paint manu- facturers instructions for proper preparation and application. TEN FOOT RULE SUMMARY The minimum chimney height above the roof and /or to adjacent walls and buildings is speci- fied by all major building codes. If the horizontal distance from the peak of the roof is less then 10', the top of the chimney must be at least 2' above the peak of the roof. If the horizontal distance from the chimney edge to the peak of the roof is more than 10' a chimney height reference point is established on the roof surface 10' horizontally from the chimney edge. The top of the chimney must be at least 2' above this reference point. In all cases, the chimney cannot be less then 3' above the roof at the edge of the chimney. The 2' in 10' rule is necessary in the interest of safety but does not ensure smoke -free op- eration. Trees, buildings, adjoining roof lines, adverse wind conditions, etc., may require a taller chimney should the fireplace not draft properly (refer to Figure 43). MULTIPLE TERMINATIONS If more than one termination is located in the same chase or within the same general prox- imity, we suggest they should be separated in distance at least 24° horizontally from flue center to flue center and stacked or staggered vertically at least 18° apart, from the termination of one smoke exit to the termination of another smoke exit (Figure 44). This suggestion is provided in the interest of better operation. If the terminations are located too close to each other, smoke may migrate from one flue into the other. FTF8 CHIMNEY COMPONENT CALCULATIONS The minimum installed height of the completed fireplace system is 15' 0° for indoor installa- tions and 7' 9° for outdoor installations. The maximum height is 60' 0.° NOTE: DIAGRAMS & ILLUSTRATIONS ARE NOT TO SCALE. • • • •• •• ••• •• •. ••� • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • •Tot121rnfine tpt nwilller?f atiraneg sections • ens imne$•ciptpRents ?eeir:d, follow these steps: 1.Detarmine total veZterciI t tof tit fireplace 1iT�talla�roo. Ti is �imen�ortisthe diSttnce from thesutar2 t :e :replace sets on to•the point Mere Sm15ke a dts got; thee termination. 2. Determine the number of chimney compo- nents required, except chimney sections. This would includefirestop spacers, stabilizers, roof flashing, etc. 3..The effective heights of the components_ are: The Fireplace = FTF8 -12 = FTF8 -18 = FTF8 -36 = FTF8 -48 = ** FTF8 -CTD Termination = FTF8 -CT1 Termination = FTF8 -CT2 Termination = ** FTF8 -CTDT Termination= FTF8 -CTDTM Termination = FTF8 -S4 Stabilizer * = 42 -1/4° 10-1/4° 16 -1/4° 34-1/4' 46-1/4" 4° 12° to 18° 15° to 23° 12° to 18° 4° 3° * * Required for every 30' of vertical chimney" and /or 10' of offset chimney. * *FTF8 -CT1 and FTF8 -CTDT Terminations are approved for indoor fireplace installa- tions only. 4. Determine amount of chimney height required by subtracting total combined height of all pre- selected components (fireplace and chimney components from total desired height). Reference Vertical Elevation Chartand determine the number of chimney sections (quantity and length) required. SPECIAL OFFSET INSTRUCTIONS To clear any overhead obstructions, you may offset your chimney system using Security Chimneys 30° offset and return elbows. Use two elbows - an offset elbow to initiate the offset and a return elbow to terminate it. A 30° offset elbow, angling in any direction, may be the first component used off the top of the fireplace flue collar. 15 ••• • • • •• • • • • •• •• • • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • ••• • • • • • TI a offset 1d.tet®6p•a llW% ivy pedtt4htd togeteC oCa sec,:ioi or ntions aF chirnn�y may tje ussd between, betdt not exceed 10' in total length between elbows. If sections of pipe excevi,10' larieenililowsicachimnseystabilizer must Ike usedd et the rmidloict (p'i re it* The stal'zer sup :or,Eraps pludt Ile ?[ached underOnsioq {m shdarrtestrtctrefia,rlling members above. When two sets of elbows are used, the maximum combined length of chimney used between elbows cannot exceed 20' (Figure 46). Example: If C. 10' then 03 cannot exceed 10'. If an offset exceeds 6' in length, each chimney '''joint' beyond the first 6 of offset to the return - elbow, must be secured by a No. 8 x 1/2" sheet metal screw located at the underside of the joint (Figure 47). A 1/8° diameter hole must be drilled in the chimney joint using a 1/8 ° diameter drill.. The hole should be drilled in center of joint overlap (Figure 48). Be sure to drill only through the outer chimney casting. Do not puncture the inner flue. Maximum offset of chimney system is 30 °. Two offsets must not be assembled to form a 60° offset. However, two sets of offset and return elbows may be used on a single flue system, provided the total height of the system exceeds 25'. Return elbow support straps must be securely attached under tension (in shear) to structural framing members above. Do not substitute a FTF8 -30 offset elbow in place of a FTF8 -E30 return elbow. OFFSET CALCULATIONS Step 1. Use the Offset Chart ( Table 4)to deter- mine amount of horizontal offset (A) and height (B) for various chimney section assemblies. Step 2. Use "Height of Chimney Only" column in The Vertical Elevation Chart to determine combinations of chimney used above return elbow to achieve desired heights. Reference Components Effective Height Chart in vertical elevation chart section. Step 3. Use Elevation Chartas job estimator only. Add necessary firestop spacers and stabilizers as required. Firestop spacers must be used as shown in Figures 31 & 32 and stabilizers as shown in Figure 37. 16 FTF8 Vertical Elevation Chart 11" to 380 1/2" Inches Feet/Inches 12" 18" 36" 48" 11 0 11 1 0 0 0 17 1 5 0 1 0 0 21'/4 1 9'/4 2 0 0 0 27 1/4 2 3 '/4 1 1 0 0 35 2 11 0 0 1 0 47 3 11 0 0 0 1 51 '/4 4 3 1/4 0 1 1 0 57'/4 4 9'/4 1 0 0 1 63Y 5 3Y 0 1 0 1 67'/4 5 7Y 2 0 0 1 73 1/4 6 1 '/4 1 1 0 1 81 1/4 6 9'/4 0 0 1 1 .• 93 1 '7` 9'/a '0 . 0•_. ''0 2.,:. 97 1/4 8 1 1/4 0 1 1 1 102 'h 8 6 'h 1 0 0 2 109 1/4 9 1 1/4 0 1 0 2 113 'h 9 5 'h 2 0 0 2 119 1/2 9 11 1/2 1 1 0 2 127 1/4 . 10 7 '/4 0 0 1 2 137 1/2 11 5 'h 1 0 1 2 139 1/4 11 7 1/4 0 0 0- 3 143 ' 11 11 1 0 1 1 2 149'/2 12 5 Y 1 0 0 3 155 'h 12 11 ' 0 1 0 3 1593/4 13 33/4 2 0 0 3 165 3/4 13 9 3/4 1 1 0 3 173 'h 14 5/ 0 0 1 3 183 3/4 15 3 3/4 1 0 1 3 1851/ 15 5'/2 0 0 0 4 189 3/4 15 9 3/4 0 1 1 3 195 3/4 16 3 3/4 1 0 0 4 201 3/4 16 9 3/4 0 1 0 4 206 17 2 2 0 0 4 212 17 8 1 1 0 4 219 3/4 18 3 3/4 0 0 1 4 230 19 2 1 0 1 4 231 3/4 t9 3 3/4 0 0 0 5 236 19 8 0 1 1 4 242 20 2 1 0 0 5 248 20 8 0 1 0 5 252 21 0 2 0 0 5 258 21 6 1 1 0 5 266 22 2 0 0 1 5 276 23 0 1 . 0 1 5 278 23 2 0 0 0 6 282 23 6 0 1 1 5 288 24 0 1 0 0 6 294 3/4 24 6 3/4 0 1 0 6 298 1/4 24 10 1/4 2 0 0 6 304 1/4 25 4 1/4 1 1 0 6 312 26 0 0 0 1 6 322 1/4 26 10 1 1 0 1 6 324 27 0 0 0 0 - 7 328 1/4 27 4 1/4 0 1 1 6 334 1/4 27 10 1/4 1 0 0 7 340 1/4 28 4 1/4 0 1 0 7 344 'h 28 8/ 2 0 0 7 350 Y 29 2 'h 1 1 0 7 358 '/4 29 10 1/4 0 0 1 7 368 1/2 30 8 'h 1 0 0 - 0 1 7 370'/4 30 10'/4 0 0 8 374 1/2 31 2 1/2 0 1 7 380 1/2 31 812 1 0 8 Table 3a NOTE: DIAGRAMS & ILLUSTRATIONS ARE NOT TO SCALE. FTF8 Vertical Elevation Chart 386 1/2" to 744" Inches Feet/Inches 12" 18" 36" 48" 3861 32 2'/2 0 1 0 8 390 3/4 32 6 3/4 2 0 0 8 396 3/4 33 0 3/4 1 1 0 8 404 1 33 8 1/2 0 0 1 8 414 31/4 .34 6 3/4 1 0 • 1 8. 416'/2 34 8'/2 '0 0 0 9 420-3/4 35 0 3/4 0 1 1 8 426 3/4 35 6 3/4 1 0 0 9 432 3/4 36 0 3/4 0 1 0 9 '437 36 5 2 0 0 9 443 36 11 1 1 0 9 4503/4 37 63/4 0 0 1 9. 461 "... • . 38 '' :5,. - . _. , 1 0•... 1 , ,.,, 462 3/4 38 6 3/4 -0 0 0' 10 466 3/4 38 10 3/4 ' 0 1 1 . 9 472 3/4 39 43/4 1 0 0 10 478 3/4 39 10 3/4 0 1 0 10 483 40 3 2 0 0 10 489 40 9 . 1 1 0 10 496 3/4 '41 4 31/4 0 0 _, 1 10 507 42 3 1 0 1 10 508 3/4 42 4 3/4 0 0 0 11 513 42 9 0 1 1 10 519 43 3 ' .1 0 0 11 525 43 9 0 1 0 11 529 1/4 44 1 1/4 2 0 0 11 535 1/4 44 7 1/4 1 1 0 11 543 45 3 0 0 1 11 553 1/4 46 1 1/4 1 0 1 11 555 46 3 0 0 0 12 559 1/4 46. 7.1/4 0 1 1 11 565 Y 47 1 '/4 .1 0 0 12 571 1/4 47 5 1/4 0 1 0 12 575 1/2 47 11 1/2 2 0 0 12 581 1/2 48 5 1/2 1 • 1 0 12 589 1/4 •49 1 '/4 0 0 1 .12 599 'h 49-•11'2 1 -0 `'1 -.12 601 1/4 50 1 1/4 0 0 0 13 605 Y 50 5 1/2 0 1 1 12 611'/2 51 11'/2 1 0 0 13 617 • 51 5 'h 0 1 0 13 621Y 51 9'/2• 2 0 0 13 627 1/2 52 3 1/2 1 1 0 13 635 1/2 52 11 1/2 0 0 1 13 645 'h 53 9 1/2 1 0 1 13 647 1/2 53 11 1/2 0 0 0 14 651'/2 54 3'/2 0 1 1 13 657 1/2 54 9 1/2 1 0 0 14 6631/ 55 3'/2 0 1 0 14 667 3/4 55 7 1/4 2 0 0 14 673 3/4 56 1 3/4 1 1 0 14 681 1/2 56 9 1/2 0 0 1 14 691 1/4 57 7 3/4 1 0 1 14 693'/2 57 9'/2 0 0 0 15 697 1/4 58 1 1/4 0 1 1 14 703 1/4 58 7 3/4 1 0 0 15 709 3/4 59 1 3/4 0 1 0 15 714 59 6 2 0 0 15 720 60 0 1 1 0 15 727 1/4 60 7 3/4 0 0 0 0 1 15 738 61 6 1 1 15 739 3/4 61 7 3/4 0 0 16 744 62 0 0 1 15 Table 3b .n_ • • •.• . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •..... / y °D % °y . •• a A' Q °.``, * • • 5�am No. 8x1/2 "SMS s y� 4° FTF8 -E30 Return Elbow` Chimney Section (5) FTF8 -30 Offset Elbow* "Part of Offset /Return Package Model FTF8 -ES30 Figure 49 NOTE: DIAGRAMS & ILLUSTRATIONS ARE NOT TO SCALE. • . ••• • • • • • • • • • • • • • • • • • • ••• j(QSTi�l1jNG Off ;ET3; rst, review th® I ffsot Elevation Chart and 7ifure $9 for reftrenct. SLep1,Qeterjry4e thh•offset distance where cl:mhy is'tp pass through the first MII- dimension "A." To find this • • peint•aryo.it ceiling, first determine the center point for a vertical chimney following the instructions for vertical installation. ,Measure height to the ceiling from the top of fireplace - dimension "B. Use the AmpriateOffiset,F.levatton Cbartto.fiod. dimension "A." Mark point where you will drive your nail to show the center point for your offset ceiling cut. Step 2. Proceed by using the Straight Up In- stallation Instructions for cutting and framing ceiling and roof openings. Note: See Framing and Dimension Chart for the sizes of the ceiling and roof openings. The size of the roof opening varies with the degree of pitch of the roof. Offset Elbow Assembly Offset elbows install the same as chimney sections. First, snap the inner section INTO the preceding inner section of flue. Check connec- tion by pulling up slightly to ensure a tight fit. Next, the outer sections snap lock OVER the preceding outer section of chimney. Again, check outer section by pulling up slightly to ensure proper connection is made. Return Elbow Assembly Return elbows install the same way as round terminations and stabilizers: Step 1. Hold return elbow over top of last chimney section. Step 2. Center inner slip section into inner flue pipe -slip down. Step 3. Center outer - locking section over outer chimney pipe. Push down until locking joint has firmly engaged. Step 4. Pull up slightly on return elbowto ensure locking joint has firmly engaged. Step 5. Secure support straps to framing members by nailing under tension in sheer (Figure 50). 17 18 • • • • • • ••• •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • •• • • • •• • •• ••• Qifi�et EI %>Palior�Crart • • • • • • • • • • • • • • • • • • • •• • • • • • A Offset 'B • Height FTF'ES3'J' Offset/Return " FTFB -S4 Rlumber of FTFS Chimney Sections (Inches) ( Inches), •. Elpgw • Sjabjliz I 12" 18" 36" 48" 4 15.3/4 •• •j: :: . •: • • 0 0 0 0 9 24 1z • •1• • • • • 1 0 0 0 12 29 3/4 1 0 0 1 0 0 14 1/4 33 1/2 1 0 2 0 0 0 17 '1/4 38 1/2 1 0 1 1 0 0 20 1/4 43 3/4 1 0 0 2 0 0 21 451/4 1 0 0 0 1 0 22 1/4 471/2 1 0 2 1 0 0 25Jv4 521i2.: 1., , b 1 261/4 541/4 1 0 1 0 1 0 27 55 3/4 1 0 0 0 0 1 28 1/4 57 3/4 1 0 0 3 0 0 291/4 591/4 1 0 0 1 1 0 31 1/4 63 1 0 2 0 1 0 32 1/4 64 1/z 1 0 1 0 0 1 34//a 68 1/4 1 0 1 1 1 0 35 1/4 69 3/4 1 0 0 1 0 1 37 1/4 73 1/4 1 0 0 • 2 1 0 381/4 75 1 0 0 0 2 0 391/4 77 1 0 2 1 1 0 41 1/2 80 1/2 1 0 1 4 0 0 43 1/4 83 3/4 1 0 1 0 2 0 441/4 851/4 1 0 0 0 1 1 45 1/4 87 1/2 1 0 0 3 1 0 •461/4 89 1 0 0 1 2 0• 48 1/4 91 1/2 1 0 2 0 2 0 491/4 941/4 1 0 1 0 1 1 50 Y 95 3/4 1 0 0 0 0 2 51 14 97 3/4 1 0 1 1 2 0 54 1/4 103 1 0 0 2 2 0 551/4 1041/2 1 0 1 0 0 2 56 i 106 1/2 1 0 2 1 2 0 58 1/4 109 3/4 1 0 0 1 0 2 61 3/4 116 1 1 1 0 3 0 64 3/4 121 1/4 1 1 0 1 3 0 67 124 3/4 1 1 2 0 3 0 68 3/4 128 1 1 0 0 1 2 70 130 1 1 1 1 3 0 73 135 1/4 1 1 0 2 3 0 74 3/4 138 1/4 1 1 0 0 0 3 79 1451/2 1 1 1 0 4 0 80 1471/4 1 1 1 0 0 3 82 150 3/4 1 1 0 1 4 0 82 1/4 152 1 1 0 1 0 3 Table 4 NOTE: DIAGRAMS & ILLUSTRATIONS ARE NOT TO SCALE. Note: The return elbow assembly performs the sameftrnctionaastabilizer Canslderthis when • determining the need for stabilizer. Note: Do not apply excessive pressure to any subsequent chimney section following return elbow assembly when installing. Ensure that each subsequent chimney section is securely attached by testing as noted above. Gas Line Connection Install a 1/2° gas supply line through fireplace wall for connection to a decorative gas appliance inside the firebox. Outside, the gas supply line connects to a gas shut -off valve recessed flush into the wall or floor. The valve should be con- trolled by a removable valve key for safety. Always plumb gas line installation per local codes. Check all connections with a gas leak detection solution for leaks (which will bubble if present). Never test any gas line connection with a match or open flame. This provision is intended for connection to a decorative gas appliance incorporating an automatic shut -off device and complying with the Standard for Decorative Gas Appliances for installation in vented fireplaces, ANSI Z21.60 (1991) or American Gas Association draft re- quirements for Gas -Fired Log Lighters forWood Burning Fireplaces, Draft No. 4 dated August, 1993. Install in accordance with the National Fuel Gas Code, ANSI Z223.1. This complies with the revised U.L. 127 standard. Vent Free Appliances This unit has been tested and approved to ANSI /IAS /AGA Z21.11.2 for use with unvented gas appliances for INDOOR INSTALLATIONS ONLY and complies with the standard for Fac- tory-Built fireplaces, UL 127, when installed with unvented gas log sets. Special instructions with regards to mantel installations must be taken into consideration when installing such appliances. The unit has been tested for use with any unvented logsets having a mai(imurn rating of 26,000 BTU in Indoor installations only. The minimum mantel configuration for these log sets are outlined in Figure 52. Log sets with 40,000 BTU may be installed provided that no combustible mantel projec- tions are placed lower than 18 inches from the fireplace opening. These fireplaces have been marked with a maximum rating of 26,000 BTU to assure that homeowners do not exceed the allowable limits for all allowed installations of mantels. That limit may be increased to 40,000 BTU, provided that the mantel installed complies with the 18 -inch limitation and a copy of these instructions are available. A IMPORTANT Allow minimum `I"* chimne air spac etoombusttibleframing �membersthroughhout vertical ors olfsetcch coney installatio.. 'ermettezl minima "* I'espace Brien dde cheminee au t memo Ires a c. dra tsomb ` stibies Arlo d,ans v,.erticatl u a 'instaliatio de chemrnee e ejeton ; a 'Note: In Canada, a 2" clearance to com- bustibles is required. • Outdoor installations less than 15' height require chimney clearance of 2" air space to insulation and construction materials. • • •• • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • to ••• WARNINk Unvented Gas ELog Sets are =not approvedfor usevith firepi ces insta led outdoors The materials and components-Will deteriorat3 prematurely if installed outside Refer to the lo�c manufacturer's literature for (imitations and ception .ex s AVERTISSEMENT Les. ensembles (lee birches a gaz sans condui 'd'eva uc ation ne sort pas approuves pour Fusage:avec :des foyersnstalles I'exterieur Les mater aux et les composantes #se deteriorerontprematurementsi instatlees a l'exterieur. Referez -' ous.Fa :la €Iiiteraturee du fabricant des buchespour les limites et les exceptions �a tuy ulement piombier, La value; NOTE: DIAGRAMS & ILLUSTRATIONS ARE NOT TO SCALE. • • • • • • • ••• ' If 'ou're�install�ng g� s line, connect it before • The (replace ie framed and enclosed in the ' fiirnishe'd wall. The gas knockout is determined by the indentation located at the bottom and slightJy• off 'zanier in the side refractories. THE KAOCKIU1:£S ALWAYS REMOVED FROM IISIIZL' IHA FIREPLACE. DO NOT REMOVE THE RNtClailif UNLESS YOU ARE INSTALL- ING A GAS LINE. If removal is attempted from, the outer wrapper, side refractory damage may occur. With a medium -sized hammer, lightly tap the surface of the indentation. The refractory material is very thin in this area and is easily removed. Once a small hole has been made, .continue .tapping ,until.,you ,have F,: reached sufficient diameter for the gas line to fit through. The entire knockout does not have to be removed. Remove insulation in the gas line channel. IMPORTANT: REPACK INSULATION MATE- RIAL IN SQUARE HOLE AROUND GAS LINE, INTERIOR AND EXTERIOR OF FIREPLACE, TO SEAL. Glass Doors If glass doors are to be installed on these fireplaces, referto specific installation instruc- tions packed with the glass doors. Use only the doors that are listed for use with these fireplaces. Use of other non - listed glass door on these fireplaces may constitute a potential fire hazard and is not recommended. A CAUTION Maur glass doors overlap the black metal facing ofthefirepiace IFthefireplace has beenfacedwif oncembustible.materials there might not be sufficient cleerance to ,install the glass door rof your choice Ensureadequate clearance is maintained :t all times so as not to Into rfere with tthe installation and operation of glass or . 19 ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • ••• • • • ttitilaFt 6.. Ce a nes portede�uerrrr erecou i�rentmle�.ieveternentnni true:rece 1: du fi ver S la faca urilre f.�y r ete <recouuerte �vec de�.mat43 ,Pte" non combustibles, a i e pot rraitA iln yitpas suffisament de dega ement. pour installer le �portes�de verre��dotrechoix Assurez d'avoir i egagmet suf a f astete tot t moment afinde ne as to ere auec lent operation des porter de verve COLD CLIMATE INSULATION • If you live in a cold climate, it is especially important to seal all cracks around the fireplace opening with noncombustible material and wherever cold air could enter the room. Sur- rounding materials must be caulked where it meets the black metal facing of the fireplace to avoid cold air intrusion. Use noncombustible caulking material only on fireplace facing to seal. Also, the outsideairinletductshould be wrapped • with noncombustible insulation to minimize the formation of condensation. Do not place insulation materials on top of fireplace or against chimney sections. If gas logs are installed, the gas line holes and other openings should be caulked with high temperature caulk or stuffed. with unfaced fiberglass insulation. Note: A 1" air space must be preserved for insulation and construction materials extend- ing for any continuous length adjacent to the chimney. It is especially important to insulate between the studs of an outside chase cavity and under the floor if the floor is above ground level. Do not place insulation directly against the fireplace or chimney system. FIREPLACE FINISHES Mantels and Trim It is sometimes bestto frame you rfireplace after it is positioned and the chimney is installed. Frame enclosure for chimney and fireplace with 2 x 4's (or heavier) lumber. Note: The header may touch but not rest its weight on the two (2) metal top spacers on top of the unit. The header must not be notched to fit around the spacers. These fireplaces may sit directly on a com- bustible surface. A 1°" air space is required between insulation and construction material and the chimney. A 1° air space is required between combustible framing and fireplace outer wrapper. 20 II:C iaCla, the minimum height for a combus- • tibleZrlartel is 18° (457 mm) abovethefireplace aitenlrry Figure 51 shows typical Canadian installations. Combustible mantels and trim may be installed 12° above the fireplace opening • as pgr NFPA 211 - latest edition. and Figure 52. • • If a•mantel is of a noncombustible material, it • • is exempt from these requirements as long as Mioes not interfere with the installation or operation of glass doors. *Note: 2° clearance to combustibles required in Canada. Note: Do not place any combustible materials on the fireplace face. 8" Max. (203mm) Finished Wall Combustible Mantel Header Top Spacer on Appliance 0 5" Min. 18" Max. (457mm) Fireplace Opening ® The shaded gray area indicates non - combustible materal is required. Figure 51 - Canadian Installation Combustible Mantel and Trim 12 "" M n. 12" Max. Finished Wall 1 1/2" Header 05 "Min 9 -5/80* Min. Fireplace Opening Spacer. `Both Of These Dimensions Must Be At Least 18" When An Unvented Gas Log Set Rated At 26,000 BTU Or Higher Is Used. (Maximum 40,000 BTU). ® The shaded gray area indicates non - combustible materal is required. Figure 52 - Typical Installation NOTE: DIAGRAMS & ILLUSTRATIONS ARE NOT TO SCALE. ® WARNING )n= combustible materials . areallowedonfrontface front fireplace frame) and of roundt the perimeter�withm 5'�minmm on,:. t and 1/2' on sides ,,,top AVERTISSEMENT eulement n permet ,desy mate riauxnon- combustibles sur I iSage t rit tormnture Avant e - cheminee et autour duerimetre amoins de 5 pouces sur le dessus, et de petite de des cotes Hearth Extensions and Wall Shields A hearth extension must be installed with all fireplaces. It is to protect the combustible floor in front of the fireplace from both radiant heat and sparks. The hearth extension must extend 8° beyond both sides of the fireplace opening and 16° beyond the front (see Figure 53). Use a hearth extension constructed of a durable noncombustible material having an equal or better (lowerkvalue) insulating value of k = .84 BTU IN /FP HR °F or a thermal resistance that equals or exceeds r = 1.19 HR °F FP /BTU IN. With thesevalues, determine the minimum thickness /material required using the formula and Table 5 on Page 21. Note: Any noncombustible material having a thickness of 1' whose k value is less than .89 or whose r value is more than 1.19 is ac- ceptable. If the fireplace is installed on a combustible floor, use the metal safety strips (provided) on the floor extending half under the fireplace and half under the hearth extension (refer to Figures 21 & 22). A wall shield is required where a continuous perpendicular side wall is within 12° of the fireplace opening (Figure 53). Use a 24° W x 30" H x 1 /2 °wall shield constructed of a durable, noncombustible material having an equal or better (lower k value) insulating value than k = .54 BTU IN /Ffz HR °F. At no time may a perpendicular side wall be located closer than 7" from the fireplace opening. If fireplace is installed diagonally across a 90° corner; no wall shields are required. • •• • • • • • • ••• • • • • •. • • • • • • ••• • • • • • • • • •. • ••• •• •• • • • • • • • • • • • • • • ••• • ••• Wall Shield Required / Where Less Than 12" B • • • • • • •• • • • • •• •• • • • • • ••• • • • • • • • • D • • • • • • • • -• • • • • •• • • • • Note: To convert inches to millimeters divide by .03937. Figure 53 iifiefitiods ofUetet'inining Hearth Extension and Wail Shield Equivalents - To determine the thickness required for the alternate material when either the "k" value or uI. value is known, use either the k formula or r formula. Example: If Micore 160 is to be used for the hearth extension fireplace, how thick must this material be? km = k value per inch of alternate material rM r value per inch of alternate material T, = minimum thickness required for alternate material Ts = standard thickness of the alternate material kL = k value per inch of listed material r� = r value per inch of listed material T� = minimum thickness of listed material Note: An asterix ° *" indicates, it is a value taken from Table 5. Using the k formula: Minimum thickness of alternate material (TM) k -value (per Inch) of Specified min. alternate material (km) x thickness k -value (per inch) of listed of listed material (kL) material (T1) Tm (inches) km *.84 TN1 (inches) = *.35 *.84 x TL x 1" .416 (inches)= .416 x 1" Answer • The minimum required thickness ofthe Micore 1601s.417, "there- fore round up to nearest standard thickness available which Is 1/2." Using the r formula: Minimum thickness of alternate material r -value (per Inch) = of listed material r -value (per inch) of alternate material Specified min. x thickness of listed material Tv, (inches) = rL x rM T, (inches) = *1.19 * 2.86 T1 x 1" .417 (inches)= .416 x 1" Answer - The minimum required thickness of the Micore 160 is.417, "there- fore round up to nearest standard thickness available which is 1/2." Listed Material Hearth Extension Dimensions • •• A••• •• .84 16" • • • • •• • • •B•• • • at • 35" • • • • • • •C ••• • •• • • 8" .56° (1/2°), Micore 160"° U.S. Gypsum D 2.86 :42° (3/8 °) 52" Note: To convert inches to millimeters divide by .03937. Figure 53 iifiefitiods ofUetet'inining Hearth Extension and Wail Shield Equivalents - To determine the thickness required for the alternate material when either the "k" value or uI. value is known, use either the k formula or r formula. Example: If Micore 160 is to be used for the hearth extension fireplace, how thick must this material be? km = k value per inch of alternate material rM r value per inch of alternate material T, = minimum thickness required for alternate material Ts = standard thickness of the alternate material kL = k value per inch of listed material r� = r value per inch of listed material T� = minimum thickness of listed material Note: An asterix ° *" indicates, it is a value taken from Table 5. Using the k formula: Minimum thickness of alternate material (TM) k -value (per Inch) of Specified min. alternate material (km) x thickness k -value (per inch) of listed of listed material (kL) material (T1) Tm (inches) km *.84 TN1 (inches) = *.35 *.84 x TL x 1" .416 (inches)= .416 x 1" Answer • The minimum required thickness ofthe Micore 1601s.417, "there- fore round up to nearest standard thickness available which Is 1/2." Using the r formula: Minimum thickness of alternate material r -value (per Inch) = of listed material r -value (per inch) of alternate material Specified min. x thickness of listed material Tv, (inches) = rL x rM T, (inches) = *1.19 * 2.86 T1 x 1" .417 (inches)= .416 x 1" Answer - The minimum required thickness of the Micore 160 is.417, "there- fore round up to nearest standard thickness available which is 1/2." Listed Material k (per inch) r (per inch) Listed Min.Thickness Listed Material .84 1.19 r, 1" Ti. ** Approved Alternate Materials tor Floor/Hearth Protection AltemativeMaterials Thermal Values MinimumThickness (rounded 10 nearest 1/8 Inch) k (per inch) K" r (per inch) rm Min. Thickness T" Kaowool M Board .47 2.13 .56° (1/2°), Micore 160"° U.S. Gypsum .35 2.86 :42° (3/8 °) Micore 300"" U.S. Gypsum .46 2.17 .55° (1/2°) !brook"' Cement Board U.S. Gypsum 1.92 .52 2.29" (2 -1/4°) Hardibacker"" 1.95 .513 2.32" (2 -3/81 Hardibacker500T"' 2.30 .435 234 "(2 -3/4°) Guttered Stone Hearth - stone''" 2.82 " .355 3.36" (3 -3/8°) Wonderboard 3.23 :31 3.85" (3 -7/8°) Super Firetemp Ni Johns - Manville .61 1.64 33° (3/4 °) Super Firetemp L Johns - Manville .54 1.85 .64° (5/8 °) Face brick 9.00 .111 10.71" (10-3/4") Common brick 5.00 .20 5.95° (6 ") Cement mortar 5.00 .20 5.95" (6 ") Ceramic file 12.5 .03 14.88" (14 -7/8 ") Marble -11 -.09 13.10" (13 -1/8") Table 5 * * if the hearth extension material(s) that Is intended to be used is NOT listed on Table 5, the material can still be used if the material(s) is noncombustible. However, the manufacturerof the material must provide eitherthe listed k-value per inch orr -value per inch with listed thickness so that the minimum thickness required for the hearth can be calculated (per instructions on thls Page and /or as specified in the NFI Certification manuals). Note: Also see NFI (National Fireplace institute) Certification Manuals showing other exceptable caluculation methods and acceptable alternate materials which can be used. 21 ... • • • ... • • • .. .. • • • .. .. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • ... • • Calculating MifljmuQi thigktt s it • Multiple Materiajs Cre .Jsed; : • • • • • • ••• At times it is important to know what combination of materials are accept lefor us as floor protection. 1 heb "R vauea" afe issed to determine acceptable &ombir atoifs,o:m$tedals: • because "R values "'axq,addlne tIhr to t ed I values are not. "R value" = 1/k = "r" x thickness of material used Example: Given that the required "R value" for a suitable floor protector used must be equal to or greater than: "R " =rLxTL= 2.33x1 "= 2.33.° If it is desired to elevate a marble hearth extension to a level of 5" or more above the floor surface. What combination of noncombustible materials can be used to accomplish this? If common brick is used so that the 3 1/2" dimension is the height, "R" for the common brick becomes: brick "R "M = rM x T5 = 0.20 x 31 /2" = .70 Using 1/2" of mortar to set the brick, "R" for the mortar is calculated as follows: mortar "R "M = rM x TS = 0.20 x 1/2" = .10 Next, a 3/4° marble slab set in 1/2" mortar cov- ers the brick, "R" for the marble and mortar becomes: marble "R "M= rMxTS= 0.09 x3/4° =.068 mortar "R "M= rMxTS= 0.20 x1/2° =.10 The sum of all "R values" is: .70 + .10 + .068 + .10 =.968 This would NOT be an acceptable combination of material for the hearth extension since the total calculated "R value" of the materials used is under the required "R value" of 2.33. An additional layer of insulating materials must be used. Note: Also see NFI Certification Manuals for expanded explanation on calculating "R val- ues" when multiple materials are used. 22 • • • • • • • • ••• ® WARNING The crackbetweenthe,flreplace sand the hearthextension must be ),yams :sealed-vv. ith a noncombustible iaterlal . F A AVERTISSEMENT e nice Ixte:nsino sceliee avec.; tlmbastible A WARNING hen, 1 nstalinghearih extension 1n front Sdt a en clrctilating4 fire lace modelthe fireplace must bey r tse if height: of hearth,extensi.on cehds afieve the ho e fireplace (Figure Wen °installing slop he careful °heat circulati g circulating 'models.. e rth ezten oTbloc ! the' on. En nstallanta .�olng onde�fayer evant�unmodele decirculatian de" �chemmee, la chemmee dolt�et�. augmenteesil*tai I auto pro 0 7f gatlon�defoyer2excede 7 (ponces) au dessusdufonddela cheminee n i sta lent ('extension d4atrefaites ttenfion a ne;pas blouuerla grille' 'entree 'ai sur files mode es ag ircu la doe d'at .. NOTE: DIAGRAMS & ILLUSTRATIONS ARE NOT TO SCALE. Max. Thickness Of Hearth Extension When Non - Circulating Models Are On The Floor Figure 54 Secure the hearth extension to the floor to prevent possible shifting. FINISH TO YOUR TASTE There are a wide variety of "finished looks" for these fireplaces, from formal wall decor with elaborate mantels to rustic wood paneling or warm brick facings. Only noncombustible materials like stone, tile, brick, etc., may overlap the black front facing. Do not extend these materials beyond the black facing and into the firebox area. Be sure not to interfere with the installation and operation of glass doors or block the upper or lower grilles. Seal all joints between the black facing and wall surrounds to prevent air intrusion. Use noncombustible caulking material only to seal the black metal facing to the surround material on the finished wall. Combustible materials may project beyond the sides of the fireplace opening as long as they are kept within the shaded areas illustrated in Figure 55. Combustible Ma- terials Allowed In ShadedArea "Safe Zone" 7" 12" 1/2" Fireplace prjr 7" Min. Distance To Protected Side Wall Figure 55 12" ---' i Min. Distance To Unprotected Side Wall • . • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • ••• •• • • • • • • • • • • • ••• • • • • ••• INSTALLATION COMPONENTS The following items are available for use in the installation of this appliance. Firestop Spacer (3O) 63L30 F8FS30 Firestop Spacer (301 631.32 F8FS30 -2 Firestop Spacer (45°)(Canadian) 63L33 FFS -45C Offset/ Return Package (30 °) 63122 45° Offset/Return Package (Canadian) 63169 FTF8 -ES30 FTF8 -ES45C Stabilizer 631_25 FTF8 -S4 Flashing 63L38 F8F6 63139 F8F12 Chimney Section 63L10 FTF8 -12 63L13 FTFB -18 63114 FTF8 -36 63L15 FTF8 -48 Canadian 62L92 FTF8 -18C Chimney Section 62L93 FTF8 -36C • • • • Ref. Form 8750,080M • Locking Band 63L60 • • • ••• • • • • • • • • • • • • • • • • • ••• • • •• ••• • • • LB: • • Storm Collar 63159 FSC Storm Collar (12 pack) 94177 FSC -B -12 Ref. Form 8750,012M Combination OflsetlRetum Elbow 631.28 FTF8-0R15 Outside Air Kit (Air Inlet supplied with fireplace. Shownhereforre- placement purposes only) Ref. Form 8750,191M H1964 OAK -OD Ref. Form 0750,198M Air Gate is shown apart for illustration purposes only. Air Gate Kit H1972 OAKG -OD NOTE: DIAGRAMS & ILLUSTRATIONS ARE NOT TO SCALE. • • • • •• • • • N estAe Spec&fittt) Q6tngle Pack) 63129 FBFS Firestop Spacer (Flat) (Single Pack) 63L31 FBFS -2 Firestop Spacer (Flat) (12 Pack) 94L76 F8FS -12 Spark Arrester 63L57 FSA -2 Ref. Form 8750,141M H1936 42ABFOD -BS 42" Bi -Fold door, Stainless Ref. Form 8750,140M H1938 42 -0DC 42" Stainless Weather Cover 0 0 0 0 Rel. Form #750,081M Cold Climate Kit 63L65 FTF8- CCK3 -LD 23 ••• • • • ••• • • •• •• • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • '• • • • ••• • • • • ••• • Indoor 114.311401s • .• roses 42ZUBLY • • • • •••• ••• • • • • • • • • • • • • • • • • @tartar's: • • • 3 f118 -3R•• •• • 1 F8FS 1 F8F6 1 FTF8 -CTO •• •• • • •• :IniraVai:ort • • Indoor Installations Only ••• • • • • Vnly •. • • • Ref. Form #750,014M Chase Termination (Round) Chimney Pack (conventional) Convenience Pack= Residential 63L70 FTFB -CP7 Chase Termination (Round) 110203 FTF8 -CTDTM Chase Termination (Square) 63L51 Ref. Form #750,016M FTF8 -CT2 Ref. Form #750,077M 8" Open Top Termination (clay top termination) (For open top shrouds) 96L20 FTF8 -CTT Ref. Form /750,034M Attic Shield Assembly 63L67 FTF8 -FSAS 63L45 FTFB -CTDT Indoor Installations Only Contemporary Termination - Round 63L42 Contemporary Termination - Round, Black 112238 FTF8 -CTD FTF8 -CTOP Ref. Form #750,036M 8" Arch Top Terminal on (For shrouds closed above) 96122 FTF8 -ATT Ref. Form #750,015M Chase Termination - Pyramid (Square) 63L48 FTFB -CT1 Chase Termination - Pyramid, Black (Square) 91L79 FTFB -CT1P 4 ea. Shroud Legs 4 ea. Flashing Spacers Ref. Form #750.145M Termination Shroud Leg Kit 110911 SLK -4 Ref. Form #750,194M CLOSED TOP SHROUD TERMINATION KITS Inches.(miilimeters) Cat. # Model A B C D H1988 CTSA -33 34„ (864) 5" (127) 34" (864) 34 (864) CTSO -46 Shroud for double terminations A A CTSO -33/44 Shrouds for Single terminations E B Ref. Form #750,193M OPEN TOP SHROUD KITS Inches (millimeters) Cat. # Model A 8 C 0 'E 111985 CTSO -33 37-5/8 37-5/8 7-1/2 In. 24 -12 31n. (955) (955) (191) (622) (76) 111987 CTSD -44 48 -5/8 48-5/8 7 -121n. 24-1/2 31n. (1235) (1235) (191) (622) (76) H1986 CTS0 -46 48 -58 731/4 7 -121n. 24 -12 31n, (1235) (1860) (191) (622) (76) The manufacturer reserves the right to make changes at any time, without notice, in design, materials, specifications, prices and also to discontinue colors, styles and products. Consult your local distributor for fireplace code information. Printed in U.S.A. @ 2005 by LENNOX HEARTH PRODUCTS 24 P/N 850,031M REV. B 04/2006 IENMJXD HEARTH PRODUCTS 1110 West Taft Avenue Orange. CA 92865 AIN O'FFIOE & 3HO•WROOM ,gi S: DIXIE. {AGaliW Y IA'MI,•FLORIDA 33156 -f> .(305) 666 -3312 4X (366) 666.3315 D E SHOWROOM ?Ow '3R 84 DAVE, el. 33317 PH:: (95) 916 -0212 FAX (954) 915 -0232 * *! PICK Tax,CKE'T "** OCT T2.7 ETP7/1777 12 2007 L REPRxI'; ' 0yi�vof c No. SPL•D TO •41395 CONTACTt . • WHITE. PETER 1098 Iii . E .. 99 ST i:111140 1T el> F:. f` I 33.138 .. :. INVOICE DATE o•RDER NO. 2.61$76 O'iDE.RDATE /27/07 :.SNIP TO (Santa se sold tq,urifese otherwise Indicated) WHITE ..• PETER 108 N.E. 9'9 ST . •1414201•I'sHORES,,i • FL' BUST,. P.O. �rF.rpot:.�haR . Sp44141 instructions 1 VERY :FRi; MAY .4 ' `I>ll;adhet N/ r 3� .P , itt P .eL X13 D ' • ,,FBPS�A '. • AIX --4 L �! • ::"FD44 #8:0:•P' y •3 i OD -BS • . ..•,.. 4elillvcklll[ LVMIECi'..' n?+fYM*v�+tlX►RGC- etAP7MRAkdfNtll. T,Lw�.-:(f'& £ ✓:.Y,e.Niam /.pnL.7M9 .. PVT ''Pi -U6. •. 2.:r, •$. /:$ 0 , e. • 8 , •D etirottle,4 $�ECTYO •• • D x' ;Q f. $ E 1 & : IL•E 74.1? N• .3 • ' Pf'iFi STf$P' $PA'sw'ER F LEN.D••uCT 4'" • g''� - 26 :• • • �,.F.LAS `I1NG FOR ':F'TF 8 • S'roR # Ct3.L1AR• . ••. (€(I.RI.NA TOP. • . • As D 0.01.4 ' F:{J ••R: ' E•4 HI CUST x5..aNk.' ••' "A 'pELIV�i; t ' • OM.E.R •W ,�N.T•.9 EVE R'YTH'tND AND .WXI.0HAW.t,•.11.9 INSiAi1.i.• THE FIRE .P•.LA•C.E •RT 7.5 fib '' • ,DATV_• M .•0 : P,. )2)4/27/07 CHECKS .031(02/07 C H E C•i('S .ANN1.00..•N.T.: R.EMARX S • 3.254.32 •CHIC ip 1.10 b:VED TA 1'622101 b19COUNT .. ' +.FF(T. IN , ' • -1.:1311T CUT` .'a10: .00: „toe', . NO CASH REFUNDS — RaBTOCKI1tN3 OHARG1 b{�i AU-.RETUFINS [Eposiiffs NQN- REFUNDABLE — CU$TbM .QF13E1 S: cAN JOT BE','4`ANCEL.LED Irp'haser•undoretand?at and egkeesthet title to•the Merahatrdi:ardeoribnd aboveiltuall be rtitalned by.EVENINQS £L:ICIFrr until all ubwre,etepald in. full. AJI caste and•exps t incul'rpd by: ENlN .DElJt3 • as a result .pYSymerrt of tltie lr1,v„4iere:,ifrcluding attomey's fees. •both'triaf•and appaflate'..hall be the ablisietion et :tare Pen Amounts Terms na't ,10 days -.Past due account will be cxtargt d• 114i% per month on'unpaid .balance Z0 3SVd 9TEE99950E 65 :3T L00Z /ZT /0T LAND DESCRIPTION.. SKETCH OF SURVEY 0 LOT 7, BLOCK 179 OF THE 'REVISED PUT OF TRACTS 1788, 178C, 179A, 1798, 179C. 180A 9 AND THE NORTH 180C Of REVISED PLAT OF YIAUI SHORES, SECTION 8•, ACCORDING TO THE PUT THEREOF, RECORDED IN PLAT BOOK 43, PAGE 69, OF THE PUBLIC RECORDS OF MIAMI/DADE FRP (1 /2") COUNTY, FLORIDA. — LEGEND: CKD CHECKED BY CONC CONCRETE OWN DRAWN BY F6 /PG FIELD BOOK AND PAGE SIR SET 5/8' IRON ROD CAP #8448 SIC SET NAIL AND CAP #6448 FIR FOUND IRON ROD FIP FOUND IRON PIPE FNC FOUND NAIL AND CAP FWD FOUND NAIL & DISC P.B. PLAT BOOK Y D.C.R. MIAMI/DADE COUNTY RECORDS CHAT LINK/ WOOD FENCE 8,88' ELEVATION C AIR CONDITIONER POINT OF BEGINNING CONCRETE BLOCK STRUCTURE POC POINT OF COMMENCEMENT CR CABLE RISER WM WATER METER CLP CONCRETE LIGHT POLE WPP woo POWER POLE CERTIFIED TO : - LOT 8 BLOCK 179 MAN CARLOS PETER WHITER MIMOSA, IMMAANN,, AS JOINT TENANTS ,c 1.3' • • ••: • : • • • I S •• • WITH RIGHT OF SURVIVORSHIP - • • • • : i • • • • FIRST AMERICAN TITLE INSURANCE COMPANY X .. • • • i • • • • • i • • • CHASE MANHATTAN MORTGAGE CORPORATION, •. -�-X— o EIS SRS AND /OR ASSIGNS. 1 CHAIN LINK FENCE ROTNMAN & TOBiti, P.A I SIR p «,_..1.,.X I '--•- x x _____ x______ X WPP t m • ; .. •P ; • • • -'" :. •%.S' 1SPHALT PAVEMENT NE 99TH STREET 21.5' ASPHALT PAVEMENT WATER METERS c0 tsi W a. Q 0 0 10.2' 14.6' as . STE 0.7' i-, ?.. 32,5' 10.21 10.6,/ 1 STORY CBS ' 1r, RESIDENCE N FLOOR ELEVATION = 10.10' 5.4' ASPHALT PAVEMENT 32.4' LOT 7 BLOCK 179 14.8' 13.5' STEPS est 4 NOTES ••• • • • • • • • • • • • • • .•• • • • • • •,••• • • • • 00 •. •• 000 • • 15' ALLEY • 011 • • • • ••••.1 • • • •• • • •• • !OLIO • • • •: ••1• • •0. 1 • • • • • • 0 . •i • • ••• ••• •• • OLIO••• •00000 0••.•• • • • ••1•• 0001.• 0 • •1••. . O•O• •••••• • • •••1•• • • • .•••O• •• •0.O • • •• • 0•• ••/ . • 1•• • •••• •■•• • • • ••s••• • • LAND DESCRIPTION: SKETCH OF SURVEY NE 99TH STREET M 21.5' ASPHALT PAVEMENT -o S r. LOT 7, BLOCK 179 OF THE "REVISED PLAT OF TRACTS 1788, 178C, 179A, 1798, 179C, 180A '6 AND THE NORTH h 180C OF REVISED PLAT OF t. MIAMI SNORES, SECTION 8 ", ACCORDING TO THE 3 PLAT THEREOF, RECORDED IN PLAT 800K 43, PAGE % 69, OF THE PUBLIC RECORDS OF MIAMI /DADE FtP (1/2") COUNTY, FLORIDA. LEGEND: CND CHECKED BY CONC CONCRETE DWN DRAWN BY FB /PG FIELC BOOK AND PAGE SIR SET 5/8" IRON ROD CAP #6448 SNC SET NAIL AND CAP 16448 FIR FOUND IRON ROD F1P FOUND IRON PIPE FNC FOUND NAIL AND CAP — x FND FOUND NAIL & DISC P.B. PLAT BOOK M /D.C.R. MIAMI /DADE COUNTY RECORDS -X-- CHAIN LINK/ WOOD FENCE 8.85' ELEVATION CB$SS CONCRETE BLOCK STRUCTURE A/C AIR CONDITIONER P08 POINT Of BEGINNING POC POINT OF COMMENCEMENT CR CABLE RISER WM WATER METER CLP CONCRETE LIGHT POLE WPP WOOD POWER POLE LOT 8 BLOCK 179 CERTIFIED TO : CARLOS ROMAGOSA, A SINGLE MAN PETER WHITE, A SINGLE MAN, AS JOINT TENANTS WITH RIGHT OF SURVIVORSHIP FIRST AMERICAN TITLE INSURANCE COMPANY CHASE MANHATTAN MORTGAGE CORPORATION, ITS SUCCESSORS AND /OR ASSIGNS. ROTHMAN & TOBIN, P.A. it° WPP 0.7' 0.2' 1.3' SIR N 14.6' 10.6' WATER METERS 00 ASPHALT PAVEMENT CONC STE ' N 5.4' S J 0 32.5' 1 STORY CBS RESIDENCE FLOOR ELEVATION = 10.10' 32.4' LOT 7 BLOCK 179 14.8' 13.5' STEPS A CHAIN LINK FENCE I�x x x x x 9,5' ASPHALT PAVEMENT 15' ALLEY NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF 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 NIIII ICI lNI NNI II1II IIIII 1I1I1 III IIII CFi ' 20(3 a R.s x240887 OR Sk 25429 P9 33660; (1F9) RECORDED 03/09/2007 10:08:06 HARVEY RUVINf CLERK OF COURT MIAMI -DADE COUHTYs< FLORID LAST PAGE r• MAR 0 9 2007 BY __H. 1. Legal description of property and street /address: ingR `t—l. (3g. 2. Description of improvement:_i... sce-k— O yo 3. Owner(s) name and address: t-.' )% VC, 6,0 C iz-1a 1ooi 4 �2 4.� 5+ - y�,l>� ��- e 3-5(3>g'. Interest in property: Cam._ ncS Name and address of fee simple titleholder: 4. Contractor's name and address: fi l l AA l L ,�j�✓ i 5. Surety: (Payment bond required by owner from Name and address: Amount of bond $ 6. Lender's name and address: .4 4: Or lb STATE 0 1 LOP.IDA, COUNTY OF Dr DE HEREBY CERTIFY that this is acpy of the contractor, if any) ryled m this office on (y //�day of _, Ac :o 1 VITNESS'my hand and Official Seal. IARVEY RUVIN, 3y 7. Persons within the state of Florida desig ated by Owner upon whom provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: ;04r " irmwm- or other documents may be served as , of Cs and County Courts D.C. 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: 79 �, (7.472--2S< kg. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Si• nature of Owner ( ^� Print Owner's Name �e., �`T Prepared by Sworn to and subsc . before me tty's of Feb p/of /l y , 20 01. Notary Public Print Notary's Name Pt& Cf4 14;441 Address: fiibt My commission expires: `Ytl�� _%., ' f% ' ' % d 123.01 -52 PAGE 4 8/02 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. el-I-9 Job Name IN), Date 3 J7.7I' 1 STRUCTURAL CRITIQUE SHEET Necks roan Pts, Sh • S -- /• o J . Sec. VA -4 5hew5 a `,Wile lot? rai, ep' pgir fed Grrh ,. M n This dt esnMf sh ow ot.3 A • 5-2. o Q Gihdi t is /he (Specs r ca f ! oii? ? Cfrt Uo,l /e7 Tra” DDta ;l p ,i &he tea- nen4e "1r ver /17 /ketiZ all 1 & Sf e.S are :. e , </ . P b ni Leo' id(' o1 Alb all■ PMM Consultfri , brs, Corp. It 1- Alt P.O. Box 557823, Miami Florida 33255 Tel: 305 -661 -9918, Fax 305 -675 -2350 March 15, 2007 • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • ••- • • ••• • • • •• • • • •• ••• •• 7 • • • • Building Official : •• • • • • • ••• •• Miami Shores Village — Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 CITY Re: 1098 NE 99th St. COP To Whom It May Concern: ic: �L 'J L LIAR 119 2007 B Y: --! Please be advised that the foundations were designed on a presumptive soil bearing capacity of 2000 PSF based on our experience of the soils in the area. If upon ground breaking different conditions are encountered, the contractor shall notify the engineer, so that the appropriate action can be taken. Should you have any questions regarding the above, or require additional information, please do not hesitate in contacting us at your earliest convenience. Yours truly, Paul A. Martinez, PE Fla. Prof. Reg. 42650 ( SCALE: 1"= 20' ) COUSINS SURVEYOR— & ASSOCIATES, INC., . jPROJECT NUMBER : 5012 -04 6501 ORANGE; "DRIVE F O'IDA 33314 OF AUTHORIZATION • LB # 6448 680 -9885 FAX (9. 54) 680 -0213 ( CUENT RO m. :mx:umxmummr SKETCH OF SURVEY 0 0 M NE 99TH STREET 21.5' ASPHALT PAVEMENT LAND DESCRIPTION: LOT 7, BLOCK 179 OF THE "REVISED PLAT OF TRACTS 178B, 178C, 179A, 1799, 179C, 180A AND THE NORTH X 180C OF REVISED PLAT OF MIAMI SHORES, SECTION 8 ", ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 43, PAGE 69, OF THE PUBUC RECORDS OF MIAMI /DADE FIP (1/2 ") COUNTY, FLORIDA. WATER METERS OD LEGEND: CKD CHECKED BY CONC CONCRETE DWN DRAWN BY FB/PG FIELD BOOK AND PAGE SIR SET 5/8" IRON ROD CAP #6448 SNC SET NAIL AND CAP #6448 FIR FOUND IRON ROD • FIP FOUND IRON PIPE FNC FOUND NAIL AND CAP FND FOUND NAIL & DISC P.B. PLAT OOK M/D.C.R. MIAMI DADE COUNTY RECORDS -X- CHAT LINK/ WOOD FENCE 8.85' ELEVATION CBS CONCRETE BLOCK STRUCTURE A/C AIR CONDITIONER POB POINT OF BEGINNING POC POINT OF COMMENCEMENT CR CABLE RISER WM WATER METER CLP CONCRETE LIGHT POLE WPP WOOD POWER POLE LOT 8 BLOCK 179 CERTIFIED TO : CARLOS RO.MAGOSA, A SINGLE MAN PETER WHITE, A SINGLE MAN, AS JOINT TENANTS WITH RIGHT OF SURVIVORSHIP FIRST AMERICAN INSURANCE COMPANY — CHASE MANHATT MORTGAGE CORPORATION, ITS SUCCESSO AND /OR ASSIGNS, ROTHMAN & TOBIN, P.A. F@METM1 LU FEB 2 1 2001 NOTES :: 1. SEALOF VALID FLORIDA UCESIGNATURE E SURVEYYOR AND OMAAPPPER W z z WPP FIP (1/2 ") • d N ASPHALT PAVEMENT N N 10.2' 1 14.6' 18.0' 14.8' / 0.7' / 1.' 10.2' .,/ / .. 0. 6 / , / / STEP 1.3' SIR / /10 /N /^ 32.5' 1 STORY CBS RESIDENCE FLOOR ELEVATION = 10.10' / 5.4' II / • a. STEPS , „ 32.4' dr LOT 7 BLOCK 179 o. 000 M/ . . / 3.5' =4' STEPS 0.9' 18.0' V z J X I I FIP (1/2 ") 10.9' CHAIN LINK FENCE o+ io Ni RAISED 2. EASEMEUNgS, OWNERSppHIPg, ORE�OyTHERR IN LINTS OF RECORD F -WAY, FEDE�EPI T UMSD�CSQI fON OFF ANY °IUIUON AL,IRSTAATEE, AND DOES 4. THE LAND DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CUENT. 5. UNDERGROUND IMPROVEMENTS NOT SHOWN. 6. ELEVATIONS SHO NF E N HER ARE BASED ON THE NATIONAL GEODETIC 7. BELEVCHM RK REFERENCE : MIAMI /DADE COUNTY BENCHMARK B -62 1 9.5' ASPHALT PAVEMENT 15' ALLEY • • • • .• • .•.• • • •.•• •• • • • • • • • •* I HEREBY CERTIFY THAT THE "SKETCH OF GIN EV'l, OF THE HEREON DES u' • PROPERTY IS TRUE AND CORRECT TO THE BST F MY I E AND • AS SURVEYED IN THE FIELD UNDER MY DI I FURTHER CERTIFY THAT THIS SURVEY ME FOR SURVEYING IN THE STATE OF FLORIDA THE FLORIDA ADMINISTRATIVE CODE. PU 5 N .IN AUG T. .THE MINIMUM TECHNICAL Sf ARDiS Tt.S G TO CHAR 6101 I A .SECTIOI3.I;/Q 7, FL 1�1 A STATUTES. THERE ARE NO ABOVE GROUND .E4ICAQACBMEN11~e OTHER THAN TPIQ9E•• SHOWN HEREON, SUBJECT TO THE 011AUFIC4C011e D HEROIN. • FOR THE FIRM, BY: SURVEY DATE : 08/29/04 • • •••• • RICHARD. L•&OLrSINS • • • • • PROFESSIONAL SURVEYOR ANE.I#APPER FLORIDA REGISTRATION NO. 418888 • • • REVISIONS DATE FB /PG DWN CKD' BOUNDARY & IMPROVEMENTS SURVEY 08/29/04 SKETCH AV%[,�i ` EFFECTIVE DATE REVISED CERTIFIED TO 10/01/04 - - -- AV t e FLOOD ZONE INFORMATION COMMUNITY NUMBER 120652 PANEL NUMBER 0093 J ZONE AE BASE FLOOD ELEVATION 8 ` EFFECTIVE DATE 07/17/95 PROPERTY ADDRESS : 1098 NE 99TH STREET ( SHEET 1 OF 1 wicc Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 74/ Job Name 12o,"al0s4 Date 2/77/07 BUILDING CRITIQUE SHEET 69/ze-e,or cey-miim()-1-5 ,c-e()c-f())44-1 j 20 o oge, /c- 7l'ci -cls ikb fZ N Pe, Aim rs . C gtziotacz VZ Appxzeivc.0, or -ru £ese y,v 82e -S002 viz _p //ae -e, sk a-d - ` i22cZ . ;Pio t/7 �� Cock . S'€ &i ) at/ ivo a erLe, S-O i� % -ut cQQ Z Go t S_ i2e, ep �rLU /.. �,�s - �h 3 ? Joy. si72' A) K..4, 00 aye., A) /47e . Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 07- ¢ 9 Job Name 14f/'t i /e Date 08/0 7 AP TS iVE 51. Ca V' p� fLb STRUCTURAL CRITIQUE SHEET y1�� iveeal &-myit) / '/4 d ,f ®aa Getic ry /4. /j,;; s r `_ a U12/, • Del 4A1 , /5 -3 /S /r,carrec //y /a6a / d cm, "Z"ri55 / a3 There ct rte, 2 ' frc j5 v A/C-3:1 d e /ails . Ofl 2t One/ h4 3"c B" roc ev GS 5/2zrz-vyt i-UPZI'? t y way T Zden116 kite- basc S- uyrdel fry?, s ref ca/ /d! Sec. t /S•3. EX1511 T43. 7 Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. o7 - 49 Job Name nVhfiV Date 2/13% 2ncJ & v t e w ioya s ?. STRUCTURAL CRITIQUE SHEET )04 5ieticZ ,,,'g'% ca /,,.., / L j „5 have .rlo/ ,beep Pl8ace do Jan 23 07 03:45p DMA Design & Architecture 305.438.1754 Miami Shores e Building Village ng Department p.2 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No, C7- 4 Job Name £€fh i fe Date 08/07 STRUCTURAL CRITIQUE SHEET Cn v,4 6c, Nee,/OE14 Gri' d ovaal c4./ee4/41 ��.s Ye e •-• Mc( •I•1146$ -re) zDe CT( Ft gp —ALL cr2Os aerto a «cc, 0. ku, caw, Percec¢aaacc/ d4-e, P,,ew coV ✓beU ()Pun"- Faxe5 Ivatom Fetch 1 fu • c :cots • • • • • • • • • • • • • • • • • • • • • • • • • • • • FP-43 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1.A-41 • AN4f7m AA ■ 4-rre ..1141relBctP7 785081M 08/06 PRODUCTS AND DEALERS YOU CAN COUNT ON At Lennox, we understand how important it is for you to feel comfortable at home, so we're committed to providing you with the finest hearth products available. Choosing the right dealer for your hearth needs is every bit as important as choosing the right brand, and we think you'll agree that our dealers are a big reason why you can count on getting quality customer service when you NOTE Diagrams, Nusiratians and photographs are not w Ude anti shoakt nor tie used for framing purposes —.cor s, dirnenskins, specifications, cedars and prices subjec to change or discorran antic Agerky qsins- Warnock Hersey (Report 4t8C.529-915i 73B, 1.8R7.62 NY' City eparr 0629-933773); FP-38 has Washington gate approvvi. LENNOD 141%;1(1 /IL 1)4 HEARTH PRODUCTS knovadon never kit so good- e Lennox Industries Inc, 2006 Visit us at www.lennox.com, or contact us at 1-800-9-LENNOX. ' PMM Consulting Engineers, Corp. CA 9135 P.O. Box 557823, Miami Florida 33255 Tel: 305 -661 -9918 Fax: 305 -675 -2350 F g 2 7 2001 BY: _'1ti■ • Structural Calculations For White Residenc 06056 10 -27 -06 i' CITY c P ¥ PERMIT #: Miami Shares Villa APPROVED ZONING DEPT BLDG DEPT k OATS irterArt 6 SUBJECT TO • :r f_ , . ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS • • • • •••• • • • .. • .. . • • • • .. • • . • • • •••• • .. • ••• • • • .. •• •• . °. • • • • .. . • . ...• • • • . •..• • • • .. Paul Martinez, PE Fl Prof. Reg. 42650 Pages Z3ID s PMM Consulting Engineers, Corp. CA 9135 P.O. Box 557823, Miami Florida 33255 Tel: 305 - 661 -9918 Fax: 305 -675 -2350 Project: Peter White Project No.: 06056 Design Parameters • Florida Building Code, 2004 Edition, HVHZ • Wind o ASCE 7 -02 o Wind Velocity 146 MPH `/' o Category II o Exposure C o Kd 1.0 .v o Kz 0.85 '" o GCpi 0.18 (Enclosed Structures) o GCpi 0.55 (Partially Enclosed Structures) • Concrete Strength at 28 days - 3000 PSI • Reinforcing - 60,000 PSI • Structural Steel, ASTM A36 — 36,000 PSI • Wood — Fb 1,200 PSI • Masonry — F'm 1,500 PSI (F'c= 1900PSI) • Design Loads o Roof Loads • Live Load 30 PSF • Dead Load 20 PSF • System Load 5 PSF o Floor Loads • Live Load 40 PSF • Dead Load 30 PSF c/ • System Load — See Plans • Presumptive Soil Bearing Capacity — 2000 PSF ••.• • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • •••• •• • • • • ▪ • • •••• • • • •• • ••• • • • • •• • •• •• • • • • •• • • ■ •••• • • • •••• • • • • • • •• • ••• • • • •• . PMM Project owe as Page CONSULTING Calculated by Date ENGINEERS Checked by Date t t rzit, rr tz-, 2s t4(o ripil Re -41141 2 rec, lose, .•. • • • • •• • • • • • •• WHITE RESIDENCE September 23, 2006 Composite Drawing ASCE7 -02 •• • • •••• • • • • •• • •• • • • • • •• • • • • • • • •••• •. • • • • • • • • •••• • •• • • •••••• ••• • • • • • •• •• •• e •. • • • • • • • • •••• • • • •••• • • • • • • ••• • • • Wind Loads on Structures 2002 — [1.11] Copyright © 2000 SDG, Inc. Page 2 of 8 WHITE RESIDENCE September 23, 2006 Section - Main Section Enclosure Classification: Partially Enclosed Building Category: II Wall Length(ft) Overhang(ft) 1 15.33 3.0 2 15.25 3.0 3 15.33 3.0 4 15.25 3.0 Eave Height: 12.81 Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Hipped Roof Slope(:12) A &B 4.0 C &D 4.0 W1 Top W3 W4 ASCE7 -02 Front :• • • •• • •• •• Right C D • • •W4 •••• • ••••, Wind Loads on Structures 2002 — [1.11] Copyright © 2000 SDG, Inc. 011111. • • •••• •. Wa • • • • •• • W2 • • ••• •• • • • • • ••• • •• •••• ••• • • • • • • • •1•••• • • • • •• •• •• • • • • • • • • • •••• • • • • •••• • • -• • • •• • ••• • • • Page 1, of 8 Project h ►1 t, Page CONSULTING P M M ENGINEERS Calculated by Date • Checked by Date O feittlh 544 6pszi)C 9,08 t-s•81 = . 53"/ cloaty 32.111 + Sas • .. •• •• Zak p I -' • ••• • .. •• ••• • .. WHITE RESIDENCE September 23, 2006 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface z (ft) 1 Windward Wall 12.8 Overhang Top 14.1 14.1 Overhang Bot 12.8 ASCE7 -02 q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 46.3 0.90 0.80 0.55 33.3 7.9 58.8 46.3 -0.16 0 -6.7 46.3 -0.75 -31.3 46.3 0.80 33.3 Side Wall 14.1 46.3 0.90 -0.70 0.55 -29.2 -54.6 -.3.7 Leeward Wall 14.1 46.3 0.90 -0.50 0.55 -20.8 -46.3 4.6 Side Wall 14.1 46.3 0.90 -0.70 0.55 -29.2 -54.6 -3.7 Windward Roof 14.1 46.3 0.90 -0.16 0.55 -6.7 -32.1 18.8 14.1 46.3 -0.75 -31.3 -56.7 -5.8 Leeward Roof 14.1 46.3 0.90 -0.60 0.55 -25.0 -50.5 0.5 C&D Roof 0 to 7.1 * 46.3 0.90 -1.22 0.55 -50.8 7.1 to 14.1 * 46.3 -0.73 -30.4 14.1 to 15.3 * 46.3 -0.67 -27.9 O to 15.3 * 46.3 -0.18 -7.5 This is Toad case 1 in ASCE 7 -02 Figure 6-9. See Figure 6 -9 for other cases. * Distance from windward edge. .••• • • -76.3 . ( 5 4 -55.9 : -6.0•9 ▪ • • -53.4 -2.5 • •••• •• • • • -33.0 :18A• • • •• •• • . • • • • • • • • ••• • • • •• • •••• • • •••• • • 1 • • Wind Loads on Structures 2002 - [1.11] Copyright © 2000 SDG, Inc. Page 5 of 8 WHITE RESIDENCE September 23, 2006 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # Surface z (ft) 1 Leeward Wall 14.1 ASCE7 -02 q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 46.3 0.90 -0.50 0.55 -20.8 -46.3 4.6 Side Wall 14.1 46.3 -0.70 -29.2 -54.6 -3.7 Windward Wall 12.8 46.3 0.90 0.80 0.55 33.3 7.9 58.8 Overhang Top 14.1 46.3 -0.16 0 -6.7 14.1 46.3 -0.75 -31.3 Overhang Bot 12.8 46.3 0.80 33.3 Side Wall 14.1 46.3 0.90 -0.70 0.55 -29.2 -54.6 -3.7 Windward Roof 14.1 46.3 0.90 -0.16 0.55 -6.7 -32.1 18.8 14.1 46.3 -0.75 -31.3 -56.7 -5.8 Leeward Roof 14.1 C &D Roof 46.3 0.90 -0.60 0.55 -25.0 -50.5 0.5 0 to 7.1 * 46.3 0.90 -1.22 0.55 -50.8 7.1 to 14.1 * 46.3 -0.73 -30.4 14.1 to 15.3 * 46.3 -0.67 -27.9 0 to 15.3 * 46.3 -0.18 -7.5 This is load case 1 in ASCE 7-02 Figure 6-9. See Figure 6-9 for other cases. * Distance from windward edge. • • -76.3 •„• -55.9 • -53.4 •••• -33.0 ' ••• •• • • •• •• • • 15.4 •5.0 • • :26. .15.0.' ••• • •. •• • • • • • • •. • •. • • • •••• • • • • •••• • • • • 9a A Wind Loads on Structures 2002 - [1.11] Copyright © 2000 SDG, Inc. Page 7 of 8 P MIYI ENGINEERS i>apc.i., s4a? Project Z'1 i rf Page Calculated by Date Checked by Date = 6054-4,08tse.): (sz6601,,, oj GcVssi • • .••• • • • • •• • •• • • • • • • • •• • • • • •••• •• • • • • • • • •••• • •• ••• • • • • • •• •• •• • • • • • •••• • • • • •••• • • • •• • ••• • • • • • • • • • 3 WHITE RESIDENCE September 23, 2006 ASCE7 -02 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) Side Wall 14.1 46.3 0.90 -0.70 0.55 -29.2 -54.6 -3.7 2 Windward Wall 12.8 Overhang Top 14.1 14.1 Overhang Bot 12.8 46.3 46.3 46.3 46.3 0.80 -0.16 0 -0.75 0.80 33.3 -6.7 -31.3 33.3 7.9 58.8 3 Side Wall 14.1 46.3 0.90 -0.70 0.55 -29.2 -54.6 -3.7 4 Leeward Wall 14.1 46.3 0.90 -0.50 0.55 -20.8 -46.3 4.6 C Windward Roof 14.1 46.3 0.90 -0.16 0.55 -6.7 -32.1 18.8 14.1 46.3 -0.75 -31.3 -56.7 -5.8 D Leeward Roof 14.1 46.3 0.90 -0.59 0.55 -24.6 -50.1 0.9 .... • • ....' A &B Roof 0 to 7.1 * 46.3 0.90 -1.22 0.55 -50.8 -76.3 • .. • : 25.4 • • 7.1 to 14.1 * 46.3 -0.73 -30.4 -55.9 • •-5.O • 141 to 15.3 * 46.3 -0.67 -27.9 -53.4 • 2 • ▪ • • 0 to 15.3 * 46.3 -0.18 -7.5 -33.0 :1130.' • • This is Toad case 1 in ASCE 7 -02 Figure 6-9. See Figure 6 -9 for other cases. * Distance from windward edge. .. • • .. • • ••.. • • • •••• • • ▪ • .• • ••• • .• • • • • • Wind Loads on Structures 2002 - [1.11] Copyright © 2000 SDG, Inc. Page 6 68 WHITE RESIDENCE September 23, 2006 ASCE7 -02 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) Side Wall 14.1 46.3 0.90 -0.70 0.55 -29.2, -54.6 -3.7 2 Leeward Wall 14.1. 46.3 -0.50 -20.8 -46.3 3 Side Wall 14.1 46.3 0.90 -0.70 0.55 -29.2 -54.6 4 Windward Wall 12.8 46.3 0.90 0.80 0.55 33.3 7.9 Overhang Top 14.1 46.3 -0.16 0 -6.7 14.1 46.3 -0.75 -31.3 Overhang Bot 12.8 46.3 0.80 33.3 D Windward Roof 14.1 4.6 -3.7 58.8 46.3 0.90 -0.16 0.55 -6.7 -32.1 18.8 14.1 46.3 -0.75 -31.3 -56.7 -5.8 C Leeward Roof 14.1. 46.3 0.90 -0.59 0.55 -24.6 -50.1 0.9 •••• • • • • •••• A &B Roof 0 to 7.1 * 46.3 0.90 -1.22 0.55 -50.8 -76.3 • .. • : 25.4 • • • • 7.1 to 14.1 * 46.3 -0.73 -30.4 -55.9 • 4.5.0 • 14.1 to 15.3 * 46.3 -0.67 -27.9 -53.4 •••• -2 , • 0 to 15.3 * 46.3 -0.18 -7.5 -33.0 :1Q. • This is Toad case 1 in ASCE 7 -02 Figure 6 -9. See Figure 6 -9 for other cases. * Distance from windward edge. ••• • • • • • •• •• •• • •• • • • • • • •••• • • • • •••• • • • • • . • • ••• • • • Wind Loads on Structures 2002 - [1.11] Copyright © 2000 SDG, Inc. Page 8 of 8 CO WHITE RESIDENCE September 23, 2006 ASCE7 -02 Components and Cladding Input Component Description I Wall /Roof I Surface Label I Zone I Span(ft) I dth(ft) I Area(sqft) TRUSS (1) Roof A 1 21.6 2.0 155.2 TRUSS (2) Roof A 1 10.8 2.0 38.5 TRUSS (3) Roof A 1 9.2 4.0 36.7 TRUSS (4) Roof A 1 14.2 8.3 116.9 TRUSS Roof A 1 3.0 2.0 6.0 Wind Loads on Structures 2002 — [1.11] Copyright © 2000 SDG, Inc. • • • • •••• • • • •• •• • •• • • • • • • •• • • •••• •• • • • • • • •••• •• •• ••• • • • • • •• •• •• • • • • •••• • • • • •••• • • • • • •• • ••• • • • • • •• • • • • • • • Page 3 of 8 (1 WHITE RESIDENCE September 23, 2006 ASCE7 -02 Components and Cladding Output Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) A 1 14.1 46.3 0.30 0.55 13.9 -11.6 39.4 14.1 46.3 -0.80 -37.0 -62.5 -11.6 14.1 46.3 0.00 0 0.0 TRUSS (1) TRUSS (2) TRUSS (3) TRUSS (4) TRUSS A 1 14.1 46.3 0.38 0.55 17.6 -7.9 43.1 14.1 46.3 -0.84 -38.9 -64.4 -13.4 14.1 46.3 0.00 0 0.0 A 1 14.1 46.3 0.39 0.55 18.1 -7.4 43.5 14.1 46.3 -0.84 -38.9 -64.4 -13.4 14.1 46.3 0.00 0 0.0 A 1 14.1 46.3 0.30 0.55 13.9 -11.6 39.4 14.1 46.3 -0.80 -37.0 -62.5 -11.6 14.1 46.3 0.00 0 0.0 A 1 14.1 46.3 0.50 0.55 23.2 -2.3 • .116 14.1 46.3 -0.90 - 41.7 -67.1. • 6•84e.2 • • • • 14.1 46.3 0.00 0 0.0 •• • : AMMO IDOSTINO-DREED NSW WING ROOM VRIO4 KONG NO RODE ON TOP OF:DJ O IONME AND PAINTED *RE pa _I 121111111111131i CONCRETE BEM Envoi ram aa ril I MEll PA/90E/D YM1E PAAIIFD YR9TE ll Wall $i p _ � �E CONTRACTOR INSTALLED iiii IMP ii 1111 1 ms s!, -=e;_ le IN a /I Ago : AEI AMI W. IMO 2' -r 15 -r TONGUE AND GROOVE WRIG. PAWED INCE STE ' -5 • •.••• • • •••• ..... • • • •• •• ••..•• • • • • • • • • • • •• • •••• • • •••• •• • • • • • •• • • •• • • • • • • •• ••• • • • •• • •••• • • •••• • • • •• Tvtss (tpI1 (3 Project 131 C-- Page PM M CONSULTING ENGINEERS Calculated by Date Checked by Date ziet z1 ,58x, D 14,11 14,11x , zs- • • • •• •• • •••••S • 000000 ••. • • •••• •• • • • • • •• • • •• • •• • • • •• ' • • •• •••• •••••• • • •• • • •••••• • • • • • • • • • • •• • ••• • •••••• • • •••••• .••••S • • ••••• • • ••••• • • •••••• •• • • • • •••• •••••• • • • •••• • 000000 • ••• • • • • •• Project .4. t t' PMM CONSULTING ENGINEERS Teuss (ap It A Calculated by Checked by Page Date Date cr tuse 3:44.i_ CSaSI Z1,564 - (457.i)C S.43* •••• • • • • • • • • • •••••• • • • • ••••• ..•.. •••••• • OViZ �n�= �•�•. G7 • •• • •.• • • • • • • • • •• ••• • I••••• • • •• •• •• ..• • • • • • • • •••• • •• •••••• • • •••••• •••• • ••• • • • • • • •• C#Lf ,p4-‘ f5 Project ��— Page PMM CONSULTING Calculated by Date ENGINEERS Checked by Date 1 'e s u -ant 4)1 L'` .7s4 ' C. zap Roi -!S (61.6\1 t4r' tt z)-- 30(I t. • • •••• • • • • • • •• • • • • • •• •••••• • • •••••• �S•• •• • • • • • • •••• • •• •••••• • • •• •• •••••• • • • • • • • • • • •• • ••• • • • ••, •••• • • •••• •• • • • • ••••• •• (E PMM CONSULTING ENGINEERS 1css 3 9`l Z Project Page Calculated by Date Checked by Date x464 P Ovazi- epriE pill./ 9 ryz, 1.). (s),1)(i)62.7) ONS • is •••• .•. .. • • .. . • • •• Upi( fit_ ...... ... • .. •• .. • • • • •.. • • • • • • • • • • • •.• •••• • • •••• ••• • • • •• ...... • • • 000000 .• .....; • ....• ..... ...... • • ••.... • • ...... Project GDk f tL. Page PMM ENGINEERS Calculated by Date Checked by Date .,. 14 "'I cry . SziS ?S- S). CD•I tita-t5 (04, 60 1,%0 6.0 (641/(46( 14,E 7/Z'3 .•.1 • • • • •••• • •1:111. 14] '1i. i • • UotOr: 4 •••• • •..•... • • •••••• ••• • .• • • • • •• • • • • . •• ••• • • • •• • •••• • • •••• ••• • 1..•.• • •• ...... • • ...... • • ...•1 • • •..•• ..... • • •, 1•.11. .• .1111. •• Ig P M M ENGINEERS Project Calculated by Checked by Page Date Date 33 i i 1 1 1 1,Z5 (01)( CZ_ (04 it • • • •• •• • 4,445•• • • ...... • • •••• ...... • •. • • • • • •• • • • •••• • . • .a iff ••• • • • • • • •••• ••• • • • •• ...... • • • ...... • • • • 000000 .... • •. 00000 ...... • • • 000000 • • • Rev: 580006 User: KW -0605358, Ver 5.8.0, 1 -Dec -2003 _ (c)1983 -2003 ENERCALC Engineering Software Title : Dsgnr: yyyyfflfiio? Description : Scope : Job #yi? Date: 11:29AM, 23 SEP 06 Timber Beam & Joist Description WHITE JOIST DESIGN L = 8.25 Page 1 pic.ecw: Calculations :Timber Member Information :ode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade in in ft Fb - Basic Allow psi Fv - Basic Allow psi Elastic Modulus ksi Load Duration Factor Member Type Repetitive Status 2X6 @16" 2x6 1.500 5.500 8.25 1,400.0 95.0 1,600.0 1.000 Manuf/Pine No Center Span Data Span ft Dead Load #/ft Live Load #/ft 8.25 10.00 50.00 [Results Ratio = 0.6212 Mmax @ Center in -k @X= ft fb : Actual psi Fb : Allowable psi fv : Actual psi Fv : Allowable psi [Reactions 6.13 4.12 810.0 1,303.9 Bending OK 40.3 95.0 Shear OK •••• • • •••• • • • •• • •• • • • • •••••• • •• • @ Left End DL Ibs LL Ibs Max. DL +LL lbs @ Right End DL Ibs LL lbs Max. DL +LL lbs 41.25 206.25 247.50 41.25 206.25 247.50 •••••• •••• •• • • • • • • •••• • •• •••••• • • •• •. Deflections Ratio OK • • • • Center DL Defl in UDefl Ratio Center LL Defl in UDefl Ratio Center Total Defl in Location ft UDefl Ratio -0.031 3,160.6 -0.157 632.1 -0.188 4.125 526.8 ••• • • • • •• • •• • •••• • • •••• • • • • • 00000 • • ••••• •••••• •• • 000000 • . ••• • • • • • • • • ExEDNG FRENCH DOORS TO REMO ��~�._mg, __�, =;Wm Pin MMII'MM■MMI MUM IMMUM■MMMII to satimar■N czp= t- 7 .„ wisromewass moor Mill UM •MIMINEMMINCIMII IL PAL .11 ut..410Mti..MINL..,, muumalarlaillialliMillnillin �r r 0 +/v2.� rr • • °°°° • • • °° • °° • • • • • °° • • =°° °° °- o ~ ~ • ° - • • ~- °°°° • °°° • �m�m°° • • °~ • °° °° • • • • °°°° • • • • • • °°°° �� • "~° • °° °° I CDCO • • • • • • • • • • • • • • PMM CONSULTING ENGINEERS Project Page Date Date Calculated by Checked by 4,I = i nom/ 01 •.•• •••• •• • • • • •. • • •••• •• • • • • • • •••• • •• ••• • • • • • • • • ••.••• • • •••••• • • ••.•• • • •• • • • • • • •• •• • • •• • • • • • • • • • •••• ••.••• • • • • • •• • ••• • • • (04)6g. i Title : ............ Dsgnr: yyyyllll lo? Description : Scope : Job #Sin Date: 11:53AM, 23 SEP 06 Rev: 580006 User: KW -0605358, Ver 5.80, 1 -Dec- 2003 (c)1983-2003 ENERCALC Engineering Software Description Timber Beam & Joist WHITE JOIST DESIGN L = 8.25 Page 1 pic.ecw:Calculations Timber Member Information :ode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base aliowabies are user defined Timber Section Beam Width in Beam Depth in Le: Unbraced Length ft Timber Grade Fb - Basic Allow psi Fv - Basic Allow psi Elastic Modulus ksi Load Duration Factor Member Type Repetitive Status WOOD BEAM RUN 1 2 -2x8 3.000 7.250 7.67 1,400.0 95.0 1,600.0 1.000 Manuf /Pine No Center Span Data Span Dead Load Live Load ft #/ft #/ft 7.67 41.00 165.00 @SUIts Ratio = 0.5001 Mmax @ Center @X= ft) : Actual Fb :Allowable fv:Actual Fv : Allowable in -k ft psi psi psi psi 18.18 3.83 691.7 1,383.2 Bending OK 46.2 95.0 Shear OK • • • • • •• • • • ...• • • •••• '• ;•• • •• • • • • • • •...••. • • Reactions •••• • •• • • • @Left End DL LL Max. DL +LL @ Right End DL LL Max. DL +LL Ibs Ibs Ibs Ibs Ibs Ibs 157.23 632.77 790.01 157.23 632.77 790.01 • • • • • • : • • • • • • • • • • • • • "" • • •••• • • • Deflections Ratio OK • • "' • • • • Center DL Defl UDefl Ratio Center LL Defl UDefl Ratio Center Total Defl Location UDefl Ratio in in in ft -0.021 4,394.5 -0.084 1,092.0 -0.105 3.835 874.6 2-3 • • • Rev: 580006 User: KW- 0605358, Ver 5.80, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Title : Dsgnr: yyyyiliillo? Description : Scope : Job # yT? Date: 11:52AM, 23 SEP 06 Timber Beam & Joist Description WHITE JOIST DESIGN L = 8.25 Page 1 pic.ecw:Calculations Timber Member Information ;ode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade in in ft Fb - Basic Allow psi Fv - Basic Allow psi Elastic Modulus ksi Load Duration Factor Member Type Repetitive Status WOOD BEAM RUN 2 2 -2x8 3.000 7.250 7.67 1,400.0 95.0 1,600.0 1.000 Sawn No Center Span Data Span ft Dead Load #/ft Live Load #/ft 7.67 83.30 333.30 Results Ratio = 0.9835 Mmax @ Center in -k @X= ft fb : Actual psi Fb : Allowable psi fv : Actual psi Fv : Allowable psi 36.76 3.83 1,398.8 1,641.0 Bending OK 93.4 95.0 Shear OK • • • • • •• • • •••• • • •••• •• • • • • •• • • •• • • Reactions @ Left End DL lbs 319.46 LL Ibs 1,278.20 Max. DL +LL lbs 1,597.66 @ Right End DL Ibs 319.46 LL lbs 1,278.20 Max. DL +LL Ibs 1,597.66 •••• • •• • •• • • • • •• •• Deflections Ratio OK .•• • • • •• • • • • •..• • • • •� • • •• Center DL Defl in UDefl Ratio Center LL Defl in UDefl Ratio Center Total Defl in Location ft UDefl Ratio -0.043 2,163.0 -0.170 540.6 -0.213 3.835 432.5 • VD ik Project t1 if Page PM M CONSULTING ENGINEERS Calculated by Date Checked by Date '424 Yri lA C 1:&0 � S L J to fsP D Low) 2tS 's- urt 1 1 f J l l /� ®. S°1 tsI 2S (025:14):-. • 111/4/ 'IL L.: Co .titsti)t t-11 . • 81 12- R ZOS VI 2-45- CI5-) • • •• • • •••• • • • • •• •• . • • • • • • • • • •• • •• • • • • • .• • •• • •• • • •• ••• • • • • •••• • • •••• ••• • • • •• • • • ••.••• • • • • • • • 1 PMM --e-Laki CONSULTING ENGINEERS Project Page Calculated by Date Checked by Date .Z7 (j(oY/o17s: ,321 Z43- cry It-34f e4 t .• • • • •• • • ••• .• .• • • . • .•• • •. • • • • • • •••• • •• •• •• ••• • • • • ••• • • •••• • • •••• • • • •••• • • • • • • • • • 00000 • • • • • • • • • D-7 Title : Dsgnr: VW- Description : Scope : Job # 91? Date: 12:21PM, 23 SEP 06 Rev. 580000 User KW-0805358, Ver 5.8.0, 1- Dec -2003 (c) 1983 -2003 ENERCALC Engineering Software Multi -Span Concrete Beam Page 1 ptc.ecw:Calculations Description _General. Information Code Ref: ACI 318 -02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy Pc 60,000.0 psi 3,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 40,000.0 psi ACI Live Load Factor 1.40 1.70 LConcrete Member Information Description RUN 1 Span ft 15.25 Beam Width in 8.00 Beam Depth in 12.00 End Fixity Pin -Pin Reinforcing Center Area 0.62in2 Bar Depth 9.501n Left Area . 0.62in2 Bar Depth 2.501n Right Area 0.621n2 Bar Depth 2.50in Loads Using Uve Load This Span?? Dead Load k/ft Uve Load k/ft Yes 0.110 0.140 • • • • • •• • Results Beam OK •.•..• • ••...• •••_ • • •••• •• • • • • • •• 1 •••••• • •• 000000 • Mmax @ Cntr @X= Mn * Phi Max @ Left End Mn * Phi Max @ Right End Mn * Phi Shear @ Left Shear @ Right k -ft ft k -ft k -ft k -ft k -ft k -ft k k 11.40 7.62 23.96 0.00 23.96 0.00 23.96 Bending OK 2.99 2.99 •••• • • •••• •••.•• • • •• •• 000000 • • • • • • • • • • •• • •- • •• ••• • • • •• • •••• • • •••• ••• • • • •• • ••• • • • .•••• • • •.••• •••••• •• • •..••• • • •••••• Reactions & Deflections DL @ Left k LL @ Left k Total @ Left k DL @ Right k LL @ Right k Total @ Right k Max. Deflection In @X= ft Inertia : Effective in4 0.84 1.07 1.91 0.84 1.07 1.91 -0.104 7.62 934.20 Shear Stirrups Stirrup Rebar Area in2 0.400 Spacing @ Left in Not Req'd Spacing @ .2*L in Not Req'd Spacing @ .4 *L in Not Req'd Spacing @ .6*L in Not Req'd Spacing @ .8 *L in Not Req'd Spacing @ Right in Not Req'd Title : Dsgnr: 9999Milla? Description : Scope : Job #9T? Date: 12:21PM, 23 SEP 06 Rev: 580000 User. KW-0605358, Ver 5.8.0, 1- Dec -2003 _ (01983 -2003 ENERCALC Engineering Software Multi -Span Concrete Beam Page 2 pic.ecw:Caicria6ons Description [Query Values Location ft 0.00 Moment k -ft 0.0 Shear k 3.0 Deflection in 0.0000 • • • • • •• • •••••• • 000000 •••• • • •••• •••••• • • •• • • •••••• • • • • • • • • • • •• • ••. • • • •••• •• • • • • • •• • •• • • • • • •• ••• • • • •• •••• • • •••• ••• • 1 •••••• • • • •••••• • • •••••• • • ••••• • • ••••• •••••• • • • •••••• • • •••••• • • Title : Dsgnr: yyyyilillis? Description : Scope : Job # 9? Date: 12:18PM, 23 SEP 06 Rev: 580000 User. KW-0605358, Ver 5.8.0, 1-Dec-2003 Multi -Span Concrete Beam (c) 1983 -2003 ENERCALC Engineering Software Description PERIMETER CONCRETE BEAMS Page 1 plc.ecw:Calculations General Information Code Ref: ACI 318 -02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy f'c 60,000.0 psi 3,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 40,000.0 psi ACI Live Load Factor 1.40 1.70 Concrete Member Information Description Span Beam Width Beam Depth End Fixity Reinforcing ft In in Center Area Bar Depth Left Area Bar Depth Right Area Bar Depth RUN 2 8.25 8.25 8.00 8.00 12.00 12.00 Pin -Pin Pin -Pin 0.621n2 0.621n2 9.501n 9.50in 0.621n2 0.621n2 2.501n 2.50in 0.621n2 0.62in2 2.501n 2.501n Loads Using Uve Load This Span ?? Dead Load k/ft Uve Load k/ft Yes 0.270 0.320 Yes 0.270 0.320 • • • • •• • Results Beam OK Beam OK 1111•• • 1111.. •••• • • •••• •• • • • • • • 1 Mmax @ Cntr @X= Mn * Phi Max @ Left End Mn * Phi Max @ Right End Mn * Phi k -ft ft k -ft k -ft k -ft k -ft k -ft Shear @ Left k Shear @ Right k 4.41 3.08 23.96 0.00 23.96 -7.84 23.96 Bending OK 2.85 4.75 4.41 5.17 23.96 -7.84 23.96 0.00 23.96 Bending OK 4.75 2.85 •••. • • 000000 • • •. • •• 111•.1 • • • 1111 1111•. • • • • • • • • • •••• • • • •. • • • • • • •• • • • .•• • • • •• • • •••. Ill •.••. • • 1111• .11.11 • • ••• • • • •• 000000 • • LReactions & Deflections DL @ Left k LL @ Left k Total @ Left k DL @ Right k LL @ Right k Total @ Right k Max. Deflection in @X= ft Inertia : Effective in4 0.84 2.78 0.99 3.30 1.83 6.08 2.78 0.84 3.30 0.99 6.08 1.83 -0.007 -0.007 3.46 4.78 1,152.00 1,152.00 Shear Stirrups Stirrup Reber Area in2 0.400 0.400 Spacing @ Left in Not Req'd 4.75 Spacng @ .2*L in Not Req'd Not Req'd Spacing @ .4 *L in Not Req'd Not Req'd Spacing @ .6 *L in Not Req'd Not Req'd Spacing @ .8 *L in Not Req'd Not Req'd Spacing @ Right in 4.75 Not Req'd Title : Dsgnr: 9999011116? Description : Scope : Job # y'i? Date: 12:18PM, 23 SEP 06 Rev: 580000 User. KW -0805358, Ver 5.8.0, 1- Dec -2003 (c }1983 -2003 ENERCALC Engineering Software Multi -Span Concrete Beam Page 2 pic.ecw:calcilations Description PERIMETER CONCRETE BEAMS Query Values Location ft 0.00 0.00 Moment k -ft 0.0 -7.8 Shear k 2.9 4.8 Deflection in 0.0000 0.0000 • • • • • •• • ••..•• • • .• • • •••.•• • • • • • • • • •• • ••. • • •••• .• • • • • • .• • .• • • • 0 • • .. ••• • • • •. •••• • • 0000 •.• • .0010. • .• 0000.. •••.•. • • •..•• • • •.1•• .•.1•• • • • .•0010 • • ..010• • • PMM Project Page CONSULTING Calculated by Date ENGINEERS Checked by Date 10 51 engee- z5 .12S' Wit% Amt-kt (1-- (93)(.4,$)cz.) Z ms.116tz z Z. A41" •••• • • •••• •• • • ••••• • • • •• • •• •. • • •••••• • •• • ...... • • • •••••• •••••• •• • • ▪ • • - - • ••••• •••• .... . • • • • ••••• ••••• •• •••••• • •• •• • •••••• • • • • •••e • • • • • • •▪ ••••• •••• • ••• • • • • • • • Project Page PMMENGINEERS Calculated by Date Checked by Date (.9asX-7,& gers) Tor 6_03)(ex(4,-))gizz)— 1,9L • • • • • •• • •••••• • •••••• •••• • • •••• • • •• •• •••••• • • • • • • • • • • •••• • • •••• •••••• • •• • • • • • • •••••• • •• • • • 000000 • • PMM CONSULTING ENGINEERS Project Page Calculated by Date Checked by Date (411..0 I Q ass - p c1) ?4,* , 6.05a.i3)( ON t C,o� cZ,- zati U12r = • 1•S TV-Colvt ke, 1 "For1E 031JC,740-IE,as-) 0YSeHo)15 S, 7751-61 '7i 19 J 82 UpLOI h 4 • • • • • •• • 000000 • ...... • • • .... k. • • • • •••• •• • • • • • •• • • •• • • •• ••• • • • • • • •••• ••• • • • 000000 • • • 000000 • • ...... ..... • • ...... • • . ...... • • •..... • • 34 EDGE OF EOM PROF. T0111,19: AND CROCK SOK PYMED firE ROOF MOOR !lllLIi1HhIl1IIII 11 „_ DAil M , i 7 EXPOSED Vat ft CMG MOE IMO ROOT E%Da CCOME BE* IV we =co WED ORE WAG FOis, EDGE Of MOM Row TONGUE WO CROCK SOO, P rn -r-- • • 19' -1' - • • • • • • •• • • • • • • • • • • • .•••••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • ••• • • tY) O Saturday, September 23, 2006, 01:36 PM STAAD PLANE -- PAGE NO. 4 MEMBER FORCE ENVELOPE ALL UNITS ARE RIP FEET MEMB DISTANCE FY LD MZ LD FZ LD MY LD 1 0.00 MAX 0.00 1 0.00 1 0.00 1 0.00 1 MIN 0.00 1 0.00 1 0.00 1 0.00 1 3.05 MAX 0.00 1 0.00 1 0.00 1 0.00 1 MIN 0.00 1 0.00 1 0.00 1 0.00 1 6.10 MAX 0.00. 1 0.00 1 0.00 1 0.00 1 MIN 0.00 1 0.00 1 0.00 1 0.00 1 9.15 MAX 0.00 1 0.00 1 0.00 1 0.00 1 MIN 0.00 1 0.00 1 0.00 1 0.00 1 12.20 MAX 0.00 1 0.00 1 0.00 1 0.00 1 MIN 0.00 1 0.00 1 0.00 1 0.00 1 15.25 MAX 0.00 1 0.00 1 0.00 1 0.00 1 MIN 0.00 1 0.00 1 0.00 1 0.00 1 •••• • • MAX /MIN FORCE VALUES FOR MEMB 1, AMONGST ALL SECT LOCATIONS • • •• •••• FY/ DIST LD MZ/ DIST LD •• • o•• •• FZ DIST LD MY DIST LD FX DIST LD •••••• • •• • • •••••• MAX. 0.00 0.00 1 0.00 0.00 1 •••• •• • • • • • • 0.00 0.00 1 0.00 0.00 1 4.94 C 0.00 1 •••• • •• MIN. 0.00 15.25 1 0.00 15.25 1 0••••• ••• • • • 0.00 15.25 1 0.00 15.25 1 4.94 C 15.25 1 •••••• •• ••••• • • • • • • • • • ••• • • • • •••• • 2 0.00 MAX -0.84 1 0.00 1 0.00 1 0.00 1 •••• • ••• • • • MIN -0.84 1 0.00 1 0.00 1 0.00 1 •• 1.92 MAX -0.51 1 1.30 1 0.00 1 0.00 1 MIN -0.51 1 1.30 1 0.00 1 0.00 1 3.84 MAX -0.17 1 1.95 1 0.00 1 0.00 1 MIN -0.17 1 1.95 1 0.00 1 0.00 1 5.76 MAX 0.17 1 1.95 1 0.00 1 0..00 1 MIN 0.17 1 1.95 1 0.00 1 0.00 1 7.68 MAX 0.51 1 1.30 1 0.00 1 0.00 1 MIN 0.51 1 1.30 1 0.00 1 0.00 1 9.60 MAX 0.84 1 0.00 1 0.00 1 0.00 1 MIN 0.84 1 0.00 1 0.00 1 0.00 1 • • • •••••• • • • • oo • • • • • • • • • Z: \PMM Projects \PMM Corp \Projects \2006 \06056 Peter White \Structurel.anl Page 4 of 6 M Saturday, September 23, 2006, 01:36 PM STAAD PLANE -- PAGE NO. 5 MAX /MIN FORCE VALUES FOR MEMB 2, AMONGST ALL SECT LOCATIONS FY/ DIST LD MZ/ DIST LD FZ DIST LD MY DIST LD FX DIST LD MAX. 0.84 9.60 1 1.95 3.84 1 0.00 0.00 1 0.00 0.00 1 6.87 T 0.00 1 MIN. -0.84 0.00 1 0.00 9.60 1 0.00 9.60 1 0.00 9.60 1 6.87 T 9.60 1 3 0.00 MAX -0.84 1 0.00 1 0.00 1 0.00 1 MIN -0.84 1 0.00 1 0.00 1 0.00 1 1.92 MAX -0.51 1 1.30 1 0.00 1 0.00 1 MIN -0.51 1 1.30 1 0.00 1 0.00 1 3.84 MAX -0.17 1 1.95 1 0.00 1 0.00 1 MIN -0.17 1 1.95 1 0.00 1 0.00 1 5.76 MAX 0.17 1 1.95 1 0.00 1 0.00 1 MIN 0.17 1 1.95 1 0.00 1 0.00 1 7.68 MAX 0.51 1 1.30 1 0.00 1 0.00 1 MIN 0.51 1 1.30 1 0.00 1 0.00 1 9.60 MAX 0.84 1 0.00 1 0.00 1 0.00 1 MIN 0.84 1 0.00 1 0.00 1 0.00 1 • .... • • • •••• • • • • • •• • • • • •• • • • •• MAX /MIN FORCE VALUES FOR MEMB 3, AMONGST ALL SECT LOCATIONS • FY/ DIST LD MZ/ DIST LD •••• • •• • • • • • FZ DIST LD MY DIST LD FX DIST LD •••• • •• ••• • • • MAX. 0.84 9.60 1 1.95 3.84 1 ••••• 0.00 0.00 1 0.00 0.00 1 6.87 T 0.00 1 • MIN. -0.84 0.00 1 0.00 9.60 1 • • • • •••• • 0.00 9.60 1 0.00 9.60 1 6.87 T 9.60 1 • • •••• • • • ••• • •• • • • • • * * * * * * * * ** END OF FORCE ENVELOPE FROM INTERNAL STORAGE * * * * * * * * ** 36. FINISH • • 000000 • • ••••• • • • • • •••••• • • • 7 • Z: \PMM Projects \PMM Corp \Projects \2006 \06056 Peter White \Structurel.anl Page 5 of 6 Saturday, September 23, 2006, 01:36 PM STAAD PLANE -- PAGE NO. 6 * * * * * * * * * ** END OF THE STAAD.Pro RUN * * * * * * * * * ** * * ** DATE= SEP 23,2006 TIME= 13:29:38 * * ** * For questions on STAAD.Pro, please contact : * * By Email - North America : support @reiusa.com * * By Email - International : support @reiworld.com * Tel. (USA) : 714- 974 -2500 ; Fax (USA) : 714- 974 -4771 * ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0000 • • 0000 • • • •• • •• • • • • • •• • • O 000 •• • • • • • • O 000 • •• ••• • • • • • •• •• •• • • • • • • 0000 • • • • 0000 • • • •• • ••• • • •• • • • • • • • • • • • • 3g Z: \PMM Projects\PI Corp \Projects \2006 \06056 Peter White \Structurei.anl Page 6 of 6 • Y t• Project Page Calculated by Date Checked by Date PMM CONSULTING ENGINEERS C.'hit — SGSFSI All cam= 4�� DI5L. z? a off. — (Z3 Zx s J9- = frz • • • •••• • • • •• • •• • • • • • • • • •••• •• • • • • • • •••• • •• • • • ••• • • •• • • • • •••• • • • • • •••• • • • ••• • • • • • • • • PMM CONSULTING ENGINEERS Ovintkt F'S Tt = - = C231 G) ZCZ (1.q.loco\)(7.s. lobB.S/ l.Sco Fc Project Calculated by Checked by Sic afegX143 Page Date Date •••• • • 1014:S fa • • • • • •••• •• • • • • . • • • •••• • •• •. • • •. • • •••. •• • • • • • • • • •••• :• • • 133 6/- c(0 P Project Page PMMCONSULTING ENGINEER Calculated by Date ENGINEERS Checked by Date fe,cott-kIN.‘1/4)01-‘, � - (e.EA -0P 0.01k /-1 — (96,c,01) 60.10 Pd, Co I = C0.54 1081;Y= 3.1e 1c I, !01 = 6,a)- fl, ZI - .-e-aSts4lre,5 (fps rrep f ens )4 Oj -7,4101: t 345= • • •••• • • • • •• • ••• • • • • • •• • • • • • ...• •• • • • • • • • •••• • •• • • ••• • • • • • �•• •• Iv • •••• • • • • • • • ! ; • • • •• • ••• • • • • • •a Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 e i P rmit No. 40 BUILDING 1) T 777 PERMIT APPLICATI,IVAR 0 9 2007 Master Permit No. FBC 2004 BY• f/C Permit Type: Electrical ?e t-e Owner's Name (Fee Simple Titleho'Ider) tai S 004(09/0S0(.. # Owner's Address (Q's : E ��f ` s-}-' V (C� . City (1 S to 7 State E L_ zipj Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) City Miami Shores Village County Miami -Dade l o c1 NL °l 1 � r Zip 1 3R FOLIO / PARCEL # is Building Historically Designated YES NO Contractor's Company Name L s r K Phone # Contractor's Address 2 0 g N ik, 0 og City \e J4ck State Qualifier Name 7g -4 6 /9 / Zip � I g Phone # State Certificate or Registration No.! £ C® 7S Certificate of Competency E -MAIL: Architect/Engineer's Name (if applicable) Phone # ®C7 Value of Work For this Permit $ Square / Linear Footage Of Work: r Type of Work: ddition Iteration ❑New ❑ Repair /Replace ❑ Demolition Describe Work: Y.Y.WWWWWWWWWWWWWWWC9CXW W XY.X'W VC ]Y Fees """ XXY. 1G * ZC ICXKXXX XXXXIC ICXY1tXXXY.XWW flWK7C ICXXXX XXX Submittal Fee $ Permit Fee $ s .5—®f ere, CCF $ Z40 CO /CC Notary $ Training /Education Fee $ . Technology Fee $ .51S. Scanning $ J Radpn $ DPBR $ Zoning $ K I0 Bond $ Code Enforcement $ Double Fee $ k .q APR17PAID Structural Review. $ Total Fee Now Due $ See Reverse side -* ®Ivd 8dvi DlVd 4 Z WCC 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. l understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The 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: Contractor Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: **** xxxxxxxxxxxxxxxxx**xx x**xxx *** **It xxxxx APPLICATION APPROVED BY: (Revised 02/08/06) �Yxxxxxxx****&xxxxxxxxx a **** **xx*xakxkxx&a:wwletr***xxxxxx Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MAR 0 9 2007 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Permit No. Master Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Lev ` OM 0 C pSCT Phone # Owner's Address' City I pet," State Zip 717) k-77 Phone # Tenant/Lessee Name Job Address (where the work is being done) `c iV °( :'et sd' City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO V- Zip g Contractor's Company Name f`�� v04.77 Phone # 7 ff6 - Q'/( /SC/ Contractor's Address (2 0 7 V( A4 3 0 ,9i4 #/(,) /} City Ne470,, t o State Zip 3 3 f Qualifier F S e e J State Certificate or Registration No. % *rode 3'/7f Certificate of Competency No. 4.0 006 3(' Architect/Engineer's Name (if applicable) Phone # dt✓ $ Value of Work For this Permit 93 706 Square Footage Of Work: Type of Work: XiAddition %.• Iteration Describe Work: /(ze New ❑ Repair /Replace Demolition *, ** * * ** * * * * * * * * *** * * ** * * * ** Fees * * ** * * * *** ** * * * * * * * * * * * ** * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) CCF $ Technology Fee $ Bond $ CO /CC. 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 The foregoing instrument was acknowledged before me this day of ,20by 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: Contractor The foregoing instrument was acknowledged before me this day of < 7=,7 , by/ 3:4. i (o' who is personallyknown to me or who has produced as identification and who did take an oath. APPLICATION APPROVED BY: chc 45113/03 My Commission Expire Plans Examiner Engineer Zoning Ts; 41072.. rti ct Trt — tAe. Con ilreit-lar ,5hexii /04-41_4e zif! T; Ot " th tr. 0 ' .. -, rize,"hi-if y' pl& y i con, f/-.4 ia i,?/ Z5- . , . 1 ;! 4/ect-,1 T ,,t 5 w e r Co /: 17 e C. i ti 1 a 1 i 4: -.4-t-IL . /1/).....1 Ct-L? t--).:4 w'/ C./.? a ty;',,,,,_:: 74 I.! 11 4 i -1 I ' ... .1 ■ It,) ll t . i 1 t i t , i 1 " / /-',I L0 7 Z' b ' - t . 1 r ' /.. r. -r• , r-t- '--. r - -- t :: :: e rr ■ .., n 1 ' ' I 1.■:, ' t 4.... ' 1 I 1 ' /. t t a t•-‘,„, ; • 1 ' • tt 1; I cy, t I ' . I Lt.' v N '`.,..N', -tsk -7.--. 1 i • ett; I i i 7-- — .-Cernt, ; • 1 ..., t•t Vi '•••-i r. 1 I I - r Ars . .4-fays .,,,,,, ,?,,.k... . , — :,-.1)-11----lc---,f 1- lr c,;--s-1 -(1-- r•,_ r A., ! ..., 5 - No I -.. r -121 r o i__ , \ I i \ • _ _. ___I-- - -1 ) " 1 Z. ! ... , \ Ir- - ./ i.--.1 ' ',. I •-• -,-- ill 1 ; ‘. ...‘;__1\s‘ • . i_ : .., _,,.,1_ ...\1- I_ ___ i 0 _ .. • r I _ , \ i Dr;veWar - S'''teoLit'E0//e-f in 4" f•o// saoai • i t ,/ I I / \ 1 1*x 6- cPeasa 8.-tb.d. Cto'i- . i .... 7- - ---------- (1) . ---.;----,/, i ' 'I, : _. -2 . _„.. I I- ' : 'i- ,,- ,i, ) 1 v----" ,-,---. t r ...,, , ,— t.,,„„ ....-":„, / E... 'let,. ,.., , f •,/ 'k ' ; Lit _3 t--- i' I rt,g . ' - -.) it --' " CO-:lc/Gala on 6"Ide. • , : 0. • • ' '■:'.i.)a 1• i -S11- ' _____•• — t- 1 , I / ! 0 1 ' ■ , 11 ■