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665 NE 97 St (10)Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/21/2005 Applicant: SHELLEY Owner: WITIAK JOB ADDRESS: 665 NE 97 Contractor PAUL KAWALEK ROOFING CO Local Phone: Parcel # 1132060171910 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -351 WITIAK SHELLEY ST Contractor's Address: Permit Status: APPROVED Permit Expiration: 9/7/2005 Construction Value: $7,900.00 Work: MONIER RE -ROOF COLOR Page 1 of 1 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOT 20 & E1/2 OF LOT 19 Fees: FEE2005 -3551 FEE2005 -3552 FEE2005 -3553 FEE2005 -3554 FEE2005 -3555 FEE2005 -3556 FEE2005 -3557 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Submittal Fee Total Fees: Amount $275.00 $4.80 $5.00 $1.60 $6.88 $15.00 ($50.00) $258.28 Total Fees: $258.28 Total Receipts: $0.00 3 MAR 3 1 2005 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all we done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BLK (Rev. 10 /02/03) Miami Shores Village Building Department RE- OCCUPANCY -- ASP-- LI-C -A -T -ION Date Q9 -22 °S Contact Name Buyer Seller Property Address /2 4 (7 � EfIVED SEP222 Realtor V' //_5'7 City City Miami Shores State Fl I hereby certify that I understand that the zoning of the property is for single- family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on the property. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate. pis Applicant Name Signature The foregoing instrument was acknowledged before me this o day of , 20 os b nne 1 ∎L 5Cj who is personally known to me or who has produced as identification and who did take an oath. ARY PUBLIC: Sign: Print: I : gas Commission #DD 231984 a• tr= Expires: Ju113,20 i ' ` Bonded , o _ Tbs.: �� OF .v;) `� Atlantic : Jul 1 e Co . 0 Building Officials Approval: '" My Commission Expires: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Per_mit_No. 2C .5-- Loc ID Phone # Company Name 3 d (-/3 S- 9 v b Zip /5 3/ 3 ,k Re -Occ. $60.00 — Notary $5.00 CCF $0.60 Total _ CO f r 4 w IT VILL��"29 MIAMI SHORES BUILDING DEPARTMENT -2<a'1 305- 795 -2 Bui ding Inspection Request Type Insp'n Permit No. 12.003 Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee N9 1290 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Owner, Agent or Tenant of Building Lot ', I i r ' ' %lock / i' Subdivision k : Street Address ( <y t d I � ... • y . Approved use by occupancy " 4 e. , "" ` '; Remarks. This Certificate of Occupancy is issued to the above named " r P- .., for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. co 10 Miami Shores Village, Fla, �I' "'► BUILDING DIVISION it' 10050 N.E. 21nd Avepue • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fa Date / s l!/ Job Address Legal Description ner /Lessee/Tenet er's Address 'hoe 1&.1 I / ! 6 acting Co. Address Qualifier SS# State # Municipal # IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): IcIUESCRIPTION: PERMIT APPLICATION FOR MIAMI SHORES VILL BUILDING w cak Square Ft. /'Esffynated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). 1 certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthe or , I authorize the above named contractor to do the work stated. n4Ingilo2tigi d@8ker y Commission Expire Q My Commission DD150048 '�o,cc Expires November 15, 2006 FEES: PERMIT s b't'c% S v Historically Designated: Yes wz Tax Folio Master Permit # 13, Competency # Ins. Co. ELECTRICAL PLUMBING MECHANICAL ROOFING Fri po yr ai 4 l re_A-r Phone o 305 - 7566- 8y7 f �) Signature of Contractor or Owner Builder Date Notary to Contractor or Owner Builder Date My Commission Expires 4 0 O.RADON C.C.F /° c NOTARY 6 'v 0 BOND F r �� APPROVED: TOTAL DUE CX ( Zoning aY Zio � 03 Building ' Electrical Mechanical Plumbing Structural Engineer Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/23/2003 Applicant: f -a J t i Owner: 1> \J\-) S a JOB ADDRESS: 454. NE 93 Contractor �O Local Phone: Parcel # 1132060140190 NANCY D DOWSON A DAVID DOWSON RENTAL ACCT 305 NE 91st Street Miami Shores, FL 33138 Pay to the /� �, / order of I ► �t�/v►^/+, 6J ° - 1 v1 /bit i t G/tt/' /11r� ? •SouthTrust Ba • For 1:063 L094301: 8L 6 L6 59511 Building Permit Permit Number: BP2003 -612 JoCErH 1� o�l s q�t ST Contractor's Address: Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOT 6 & W1/2 LOT 5 BLK 50 LOT SIZE 75.000 Fees: FEE2003 -2275 FEE2003 -2276 FEE2003 -2277 Description Building Permit Application Fee CCF Notary Fee Total Fees: Amount $60.00 $1.20 $5.00 $66.20 Total Fees: $66.20 Total Receipts: $66.20 Permit Status: APPROVED Permit Expiration: 10/15/2003 Construction Value: $2,000.00 Work: DEMO FORNT WALK POUR NEW FORNT WALK & PATIO IN REAR If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re-inspection ...J fee is $50.00, which must be paid in advance before calling for another inspection. A Date 402 63- 943/631 BRANCH 89232 Dollars ° • ° ^ equipment or device described in the application herefor in strict compliance with all h any plans, drawings, statements or specifications that may have been submitted to of done in compliance with such ordinances or if the plans are changed without r or builder named above assumes the responsibility for a thorough knowledge of the . or in the statements or specifications and that he assumes responsibility for work done ompliance with all ordinances and regulations pertaining thereto and in strict conformity Village. In accepting this permit I assume responisibility for all work done by either BY: BY: e l Page 1 of 1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE I 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305 - 795 -2204 • Fax: 305- 756 -8972 Date G/ 22 3 Job Add ces 6j 6 S / -" L - 5 - ) Tax Folio Legal Description Historically Designated: Yes No L---- X Owner/Lessee/Tenet r C C. ! t 1 k Master Permit # p( Owner's Address 6 4 /( T7 ii- o Contracting Co. M GL - C/0G01"--- c ess ) / ® A"-- ' 7 i 4 /ft). f Qualifier (' / C 4,P)"" !a— '7- P ne l / .v 6 -/&)_e? State # 0 1 0 00 q i"J Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. rmit Type (circle one): BUILDING ELECTRICAL 1 LUMBING� MECHANICAL ROOFING e G ORK DESCRIPTION: 1 2O C /Z) Square Ft. estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). 1 certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, 1 authorize the above named contractor to do the w i ' stated. ;7 ..4 traci ri O er Builder ature of owner and/or Condo President Date IA Notary as to Owner and/or Condo President Date otary as t0 / Contract r or 4 nil : ui der Dat My Commission Expi es My Commission Expires 0 FEES: PERMIT /5-4 RADON C.C.F NOTARY S D BOND APPROVED: TOTAL DUE Zoning Building Electrical Mechanical Plumbing Structural Engineer Date Miami Shores Village 10050 NE 2nd Avenue Plumbing Permit Phone: 305 - 795 -2204 Permit Number: PL2003 -98 Printed: 4/8/2003 Applicant: Owner: WITIAK SHELLEY JOB ADDRESS: 665 NE 97 ST Contractor Y.00OM, CHARLES WILLIAM Local Phone: 954- 961 -1424 Parcel # 1132060171910 Q CI . gyro S O v Total Fees: Total Receipts: $0.00 Permit Status: Approved Work: POOL PIPING Contractor's. Address: 710 N 70 TERRACE Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOT 20 & E1/2 OF LOT 19 BLK Permit Expiration: 10/5/2003 Construction Value: $900.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further cond' • • n upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations • • . ining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, : nts or •loyees. Signe• / . (INSPECT BY: In conside - i ' to me of this permit, I agree to perfo thew• covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, • - ings, tements or specifications submitted to the pr per au \ orities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, se . n or : �'ployes. \ Signed: `� (Contra or : ilder) BY: Page 1 of 1 a i I , 1 11I I I 1 j Air Miami Shores Village 10050 NE 2nd Avenue Printed: 5/16/2005 Applicant: ROBERT Owner: HAN NAU JOB ADDRESS: 813 NE 97 Contractor CRAWFORD DOOR CO INC Local Phone: 305 - 757 - 4113 Parcel # 1132060142590 Signed: (INSPECTOR) Building Permit Phone: 305 - 795 -2204 Permit Number: BP2005 -629 HANNAU ROBERT ST Contractor's Address: 339 NE 69 ST Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 14 & W1/2 OF LOT 15 BLK 73 Fees: Description Amount FEE2005 -6150 Building Fee $100.00 FEE2005 -6151 Technology Fee $2.50 FEE2005 -6152 Training and Education Fee $0.20 FEE2005 -6153 CCF $0.60 FEE2005 -6154 Scanning Fee $6.00 FEE2005 -6156 Submittal Fee ($50.00) Total Fees: $59.30 Total Fees: $59.30 Total Receipts: $0.00 ? (5)( Permit Status: APPROVED Permit Expiration: 10/26/2005 Construction Value: $795.00 Work: REPLACE ONE EXSISTING 8.6" * 7.0" GARAGE DOOR ONLY Page 1 of 1 MY 16 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: • it A IY 3 / 4 , 1 \ /03 ' ioot -SO 6/QcDE, 9) 3 Si 14A silt945 NO - 7 TO ScA1 E9, aft_ty: ALA> vp9 17, V/ 7 " VE90* 24.(25" 163 0. crY P S;t4 VI VD 97 STRE • z(, aged PRODUCT CONTROL NOTICE OF ACCEPTANCE DAB Door Company, Inc. 12195 NW 98 Avenue Hialeah Gardens ,FL 33018 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Sectional Residential Garage Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer: ACCEPTANCE NO.: 01 -0516.03 EXPIRES: 08/09/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade" County, Florida under the conditions set forth above. APPROVED: 08/09/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\ s04500011pc2000 \ \cernplates\nouce acceptance cover page dot Internet mail address: postmaster (buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com DAB Door Company , Inc. ACCEPTANCE NO: 01- 0516.03 APPROVED: AUG 0 9 2001 EXPIRES: AUG 0 92006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a Sectional Steel Door as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County (SFBCC) for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Dab Sectional Door and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -09, titled "Sectional Residential Garage Door" prepared by A1-Farooq Corporation, dated 02/01/01 with no revisions, Sheet Ito 3 of 3. It bears the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LJMITATIONS 3.1 Units with dimensions equal to or smaller than those shown on the approved drawings shall qualify under this approval. 3.2 This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E- 8 by a Dade County Approved Laboratory selected and paid by the manufacturer. Every 3 months, 4 times a year the manufacturer shall mail to this office a copy of the Test Reports with confirmation that the specimens were selected from coils at the manufacturer's production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 39,000 PSI or more shall be used to make door panels for Dade County under this Notice of Acceptance. 4. INSTALLATION 4.1 The Sectional Door and its components shall be constructed in strict compliance with the approved drawings. 4.2 The installation of this door does not require a Hurricane Protection System 5. LABELING 5.1 • Each door shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved • 6. BUILDING PERMIT 6.1 Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, including two copies of the approved drawings as identified in section 2. 6.1.2 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of this system. -2- Candido Font, PE, Sr. Product Control Examiner Product Control Division DAIS Door Company, Inc. ACCEPTANCE NO.: 01-0516.03 APPROVED: AUG 0 9 2001 EXPIRES: AUG 0 9 2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. • 7_ A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- DAB Door Company, Inc. ACCEPTANCE NO: 01- 0516.03 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A DRAWINGS 1. Drawing prepared by A1- Farooq Corporation titled "Sectional Residential Garage Door ", Drawing No. 01 -09 dated 02/01/01 with no revisions, sheets 1 to 3 of 3 signed and sealed by Dr. Humayoun Farooq, PE. B TEST 1. Test Report on Large Missile Impact per PA 201 and Test and Cyclic Wind Pressure Test per PA 203, of "Sectional Residential Garage Door" prepared by Hurricane Engineering and Testing Inc. Report HETI 01 -974A dated 01/29/2001 signed and sealed by 1-IM Medina, PE. 2. Test Report on Uniform Static Air Pressure Test per PA 202 and Force Entry Resistant Test, of "Sectional Residential Garage Door" prepared by Hurricane Engineering and Testing Inc., Report No. HETI 01 -969, dated 01/18/2001, signed and sealed by HM Medina, PE. C CALCULATIONS 1. Anchor Calculations dated 04/10/01, Sheets 1 through 8 of 8 prepared by A1- Farooq Corporation, signed and sealed by H. Farooq, PE D MATERIAL CERTIFICATION 1 Tensile Test Report No. HETI 01 -T019, prepared by Hurricane Engineering Testing dated 03/01/2001, signed and sealed by Medina, PE. • - . .. • .. 2 Notice of Acceptance No. 98- 0904.03 & 04 issued to Apache Products Co., which expires on 01/11/02'. E STATEMENTS 1 Letter of Compliance issued by A1- Farooq Corporation, dated 04/04/2001 signed by H. Farooq, PE. 2 Letter on No- Financial Interest by Al- Farooq Corporation, dated 04/19/2001 signed by H. Farooq, PE El APPROVED: AUG 0 9 2001 EXPIRES: AUG 0 9 2006 Candido Font, PE, Sr. Product Control Examiner Product Control Division DOOR HEIGHT • SECTION HEIGHTS ANCHOR' STRUCTURE IEMBEDISPACING BRACKET PLACEMENTS 1ST 2ND 3RD I4TH 15TH I 81 1 82 1 83 84 85 86 87 88 6' -0" 18" 18" 18'118'1N/A 1' 111 -3/4'1 23 34" 45" 56" 67" - 6'-6' 21' 18" 18' 21" N/A 1" 111 1" -3/41 11 -3/4'1 23" 23" 34" 34" 45" 56" 67" 67" - 7' -0" 21" 21' 21' 21" N/A 45" 56" 78 -1/4" 7' -6" 18" 18" 18'118 18" 1" 11 -3/41 23" 34 45" 56' 67' 78 -1/4 8' -0" 21" 18" 18'118 "121' 1" 111 -3/41 23" 34 45" 56" 67" 78 -1/4" SLEEVE ANCHOR SPACING ANCHOR' STRUCTURE IEMBEDISPACING BLOCK 11 -1/41 11' 5/16' I CONC. 11-1/41 1 1 ' BLOCK 11 -1/4'1 1 4' 3/8' I CONC. 11 -1/41 17 N c 0 w J w 0. a 2" SECTION A —A POP RNETS 089" GAIN. STEEL ADJUSTABLE SUDE FASTENED TO BRACKET W/ 5/16 -18 X 3/4" HEX HEAD M. SCREWS & NM. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4' X .059' FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16' POP - RIVETS 2 -7/8" X 5 -1/2" X 3" X .1' GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED w/ (6) j 14 X 5/8" S.M.S. HORIZONTAL REINFORCEMENT 1/2' X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16' POP RIVETS /16" DIA X 3 -3/4' ROLLER SHAFT QPTIONAL INSULATION$ RY 'APACHF PRODUCTS CO' EPS- EXPANDED POLYSTYRENE DENSITY - 1.07 PCF N.O.A. if 98- 0904.04 OR 150 -25 POLY - ISOCYANURATE DENSITY a 2.0 PCF N.OA j 98- 0904.03 14 GA. GALV. 51 ttL ROLLER HINGES FASTENED W/ (4) f 14 X 5/8" SMS MIN. .024' ROLL FORMED STEEL PANEL DRAWING OUAUTY G -40 MIN. YIELD STRENGTH n 39 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL 12 GA. GALV. S 11_LL BOTTOM BRACKET FASTENED W/ (4) §14 X 5/8' SMS BOTTOM SEAL - .058 ALUM PLATE WITH 1/8' X 1' S.M.S. O 48" 0.C. AND RUBBER WEATHERSTRIPPING 5/16 X 1 - 5/8" LAG SCREWS INTO 6000 OR 5/16" SLEEVE ANCHORS WITH 1 EMBED INTO uA50NRY 3 PER BRACKET 2 -1 /2 X 4 -1/4' X .1 STEEL PLATES WELDED TO 1 -1 /2' X 1-1/2" X .089" ANGLE FASTENED TO TRACK WITH (4) 1/4-20 55. BOLT do NUTS x 0 w S 0 z z w a 0 1- 0 w 0 0 0 1 TRACK CONFIGURATION N l U tJ HORIZ. TRACK LENGTH : OPENING HEIGHT PLUS 12" •- SECTIONS ARE NUMBERED STARTING AT THE FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TOP BRACKETS AT 10" 0.C. 14 GA GALV. STEEL TRACK 2' X 3 -1/2' X 12 GA. TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. 1 -1/2" CAST ALUM. GABLE DRUM WOOD FRAME BUILDINQi STUD WALLS OR DOOR CPENICC SHALL BE FRAMED SOLD BY NOT LESS THAN (3) 2X6 1 RESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FR)1A FOOTING TO 11E BEAM. W090 BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WTH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOO) JAMBS WHICH SHALL BE ANCHORED TO GROUTED F ENFORCED MASON;^' BLOCK WALL OR CONC. COLU;IN W/ 1/4' TAPCONS VIM 1 -3/4' EMBED AND A SPACING OF 10' 0.C. OR 3/8" DIA HILT1 S J.EYE ANCHORS, 1 - 3/4" MIN. EMBED AND A SPACING OF 1 O.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR 1 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS, ALL BARS SHALL BE WNTINUOUS FROM 11= BEAM! TO FOOTING. PREPARATION OF aN.11? BY OTHERS STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED EY DOOR SYSTEM HORIZ. TRACK SUPPORT AS REGD. BY DOOR INSTALLER .J 1 1 1/4" 6 HEX HEAD M.S. & LOCK NUT 0 12' 0.C. 1 -1/4" X 2 -1/2' X 14 GA CONT. STEEL ANGLE 102' GA GALV. STEEL FLAT BRACKET t 3 " LONG O ±12" 0.C. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ALTERNATE TRACK INSTALLATION JUL 1 .200 MIN. EDGE DISTANCE • ' 3 ..3/4 _ ----1 TYPIQAL • . • Engr. OR. HUMAYOUN FAR000 STRUCTURES FIA PE A '6557 1 -1/2' 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES w/ (2) 1/4- 20X5/8" TRUSS HO. SLOTTED M.S. & LOCK NUT l,,. ;4'r[D ,1S CO;.(PLy'I;:G :TITII FILE F(Or,!.D.1 DUIIDIUG CODE ,2 — ,.ccrsTAA!:CF c 0 Z w 1- 0 0 0 N d LL.; r, O n 0 z < Q -I co N Cr; 0 ,-. 3 Ia. w o CD g , W N 0- m 0) rn to 1 N tD N N 0 h 0 0 0 0 m 0 rn 0 0 w 0 c 0 0 .0 d 0 V 0 ,C ) drawing no. 01 -09 (sheet 3 of 3 )j DOOR HEIGHT CONSISTS OF - 6' -6” 2 SECTIONS 18" .IL • 1V-0' DOOR HEIGHT FIVE SECTIONS DOOR 16' -0' DOOR HEIGHT I\ 7' \ . — \ . I ; . 7' -6' 5 SECTIONS 18 — \ 4 'SECTIONS 18 \ 8' 3 SECTIONS 18 2 SECTIONS 21 8' -3" 2 SECTIONS 18" r . 8' -6" ✓ 1 8' -9 5 SECTIONS 21° — N 6 SECTIONS 18' — C 5 SECTIONS 18° r I u l 4 SECTIONS 18 2 SECTIONS 21- 9' -9 3 SECTIONS 18 3 SECTIONS 21' 10' 2 SECTIONS 18" 4 SECTIONS 21" 10' -3 _ 5 SECTIONS 21 10' -6 6 SECTIONS 21" — 10' -9 6 SECTIONS 18 _ i__ 11' .9l 2 SECTIONS '21 1 1' -3" 4 SECTIONS 18° 3 SECTIONS 21 11' -6" 3 SECTIONS 18" 4 SECTIONS 21" 11' -9" 2 SECTIONS 18 5 SECTIONS 21° 12' 1 SECTIONS 18 6 SECTIONS 21' 12' -3" 7 SECTIONS 21" — 12' -6 6 SECTIONS 18 2 SECTIONS 21' 12' -9' 5 SECTIONS 18" 3 SECTIONS 21' .91 4 SECTIONS 18" 4 SECTIONS 21" 13' -3' 3 SECTIONS 18" 5 SECTIONS 21" 13' -6" 2 SECTIONS 18" 6 SECTIONS 21' 13' - -9" l ) \ 14' 8 SECTIONS 21" — 14' -3" 6 SECTIONS 18" 3 SECTIONS 21 " 1 4' -6" 5 SECTIONS 18" 4 SECTIONS 21" 14' -9' 4 SECTIONS 18" 5 SECTIONS 21' 15' 3 SECTIONS 18 .9l 15' -3" 2 SECTIONS 18" 7 SECTIONS 21" 15' -6' 1 SECTION 18" 8 SECTIONS 21" 15' - 9 SECTIONS 21" — 16' 6 SECTIONS 18" 4 SECTIONS 21' 4?> , .11 N. „ , , \ f I \ s.. — — — DOOR HEIGHT CONSISTS OF - 6' -6” 2 SECTIONS 18" 2 SECTIONS 21" 6' -9' 1 SECTION 18° 3 SECTIONS 21" 7' 4 SECTIONS 21 — 7' -3° — — . 7' -6' 5 SECTIONS 18 — ` 7' -9 - 4 'SECTIONS 18 1 SECTION 421' 8' 3 SECTIONS 18 2 SECTIONS 21 8' -3" 2 SECTIONS 18" 3 SECTIONS 21' . 8' -6" 1 SECTION 18 4 SECTIONS 21" 8' -9 5 SECTIONS 21° — 9' 6 SECTIONS 18' — 9' -3° 5 SECTIONS 18° 1 SECTION 21" . 9' -6 4 SECTIONS 18 2 SECTIONS 21- 9' -9 3 SECTIONS 18 3 SECTIONS 21' 10' 2 SECTIONS 18" 4 SECTIONS 21" 10' -3 1 SECTION 18 5 SECTIONS 21 10' -6 6 SECTIONS 21" — 10' -9 6 SECTIONS 18 1 SECTION 21 11' 5 SECTIONS 18 2 SECTIONS '21 1 1' -3" 4 SECTIONS 18° 3 SECTIONS 21 11' -6" 3 SECTIONS 18" 4 SECTIONS 21" 11' -9" 2 SECTIONS 18 5 SECTIONS 21° 12' 1 SECTIONS 18 6 SECTIONS 21' 12' -3" 7 SECTIONS 21" — 12' -6 6 SECTIONS 18 2 SECTIONS 21' 12' -9' 5 SECTIONS 18" 3 SECTIONS 21' 13' 4 SECTIONS 18" 4 SECTIONS 21" 13' -3' 3 SECTIONS 18" 5 SECTIONS 21" 13' -6" 2 SECTIONS 18" 6 SECTIONS 21' 13' - -9" 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21" — 14' -3" 6 SECTIONS 18" 3 SECTIONS 21 " 1 4' -6" 5 SECTIONS 18" 4 SECTIONS 21" 14' -9' 4 SECTIONS 18" 5 SECTIONS 21' 15' 3 SECTIONS 18 6 SECTIONS 21' 15' -3" 2 SECTIONS 18" 7 SECTIONS 21" 15' -6' 1 SECTION 18" 8 SECTIONS 21" 15' - 9 SECTIONS 21" — 16' 6 SECTIONS 18" 4 SECTIONS 21' 3 X 1 -1/2 X 6 - 1/2' X .1 STEEL WITH (2) #14 X 3/4 SELF DRIWNG SCREWS 7 X 7 GALV. AIRCRAFT TYPE CABLE & N!CO —PRESS SLEEVE--° - W/ MIN. 5 TO 1 SAFETY FACTOR OUTSIDE HANDLE GALV. STEEL ENO ROLLER HINGE x 5/8" SMS - LOCK FOR INC : LOADED SUDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) #14 X 1/2' S.M.S. 5/8 MIN. LOCK ENGAGEMENT CONFORMS TO }. SFBC 3603.2 REGARDING GARAGE DOORS /. CENTER STILE OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN 171" X 7 -1/2° GALV. STEEL ENTER HINGE / (4) #14 X 1/2" SMS LOCK BAR GUIDES INSTALLED ON END STILE .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR -.Ili, �-L •I I� ■ I 1 � CENTER STILE / OPTIONAL VENT MAXIMUM OPENING AREA 120 S0. IN. MAX. DOOR WIDTH INSIDE ELEVATION . RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS STRUC1 :RE 15 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CC _ 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER :SCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SH'•LL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMS ENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR :T000O. 3. ALL BOLTS, Niir; AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS NOT PART OF THIS APPROVAL - A L �A OPTIONAL FLUSH FACE WOOD GRAIN DESIGN Engr. DR. HUAMAYOUN FAR000 STRUCTURES FLA. PE 16557 0 0 to Z 0 1- U N Z W DAB DOOR .MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 50.0 PSF — 60.0 PSF • ,I� I JIIE - "'r:'.!.5 CODE I AUG 2001. _ JUL 1 ::• . : ::v.01- O5/6.03 t D! O 0 CO 0 r') W r7 Q U_ U= Z ~� OD uJ 0) 0 O 3 o o Z u) 6 o J N g N tO CD to 0 to 0 to to c 0 0 i 0 0 0 0 0 tr a CU O 0 '9 0 ) 0 IN 0 0 drawing no. 01 -09 sheet 1 of 3 RESIDENTIAL GARAGE r SECTIONAL 3 4 •1 SOUTHERN PINE 0.55 S.G. 1.9' X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING OPTIONAL STOP MOULDING BY DOOR INSTALLER STEEL TRACK BRACKET FASTENED . TO W000 JAMB WITH ONE 5/16" X 1 -5/8" LAG SCREW t -- 1 3/4" MAX. 2 -1/8" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. LOTTED M.S. & LOCK NUT • #14 X 5/8" SMS 6 PER HINGE r 11 7/16" PUSH NUT INSTALLED ON ROLLER SHAFT 1/2" X 1 - 3/4" X .059" FORMED STEEL -GLUED TO PANEL AND SECURED TO END STILE WITH 3/16' POP RIVETS 0 12" 0.C. 1 1 -7/8' X 2 -5/8" X .045" S T E ::L CENTER STILE. GLUED AND J1-ETED TO PANEL W/ (4) 3/16" RVETS L u 7-1/2" X .050" GALV. STEEL CENTER HINGE - SECTION_ B —B #14 X 5/8" S.M.S. 4/ HINGE • .. INTERIOR SIDE 7-1/2" X .071"_ END ROLLER HINGE 3 -3/4" MIN. EDGE DIST. 1 1/4 • u• • .1.. r 3/16" ALUM RIVETS FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES 0 4 O.C. 3/4" X 2" X 2 -1/2' X 18 GA. STEEL (0.04 `t' END STILE, CONNECT TO PANELS WFIH FLAPS AND 3/16" ALUM RIVETS SEE DETAIL ABOVE 5/16" HILTI SLEEVE ANCHORS OR EQUAL - 1 -1/2" MIN. E48ED INTO MASONRY 1 PER BRACKET 1/4 - 20 SS BOLT & NUT 1.82' DIA. X .50" ROLLERS W/ .44 DIA. X 4 -1/4" STEM Engn 011. 4UMAYOUN FAR000 STRUC 1JRES FLA. PC ff 16557 JUL 12 2001 24 GA. STEEL PANEL APi .07ED AS Cfi'PUi:'iG Cilj•H PIE Yl11; :: ROfl .1 e!Tdilr.5 CODE F ___AUG -2001 r .. END STILE P' hc. O!- oSi6. V z 0 V7 W 0 0 1 0 w 0 CC 0 0 w 0 -J 1- z w 0 N w J z 0 0 V N 0 J 1- v N 41 C d o 'p 0 0 0 0 i 0 O O O OI 0 5 a T V drawing no. 1 0 1 —09 (sheet 2 of 3 , MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request % Date S Type Insp'n % \ 0 Permit No. 81 O$ ° f • Name rbr h Address W 3 NE '1 5 Company r�� .1 l.J.-0 I'C. Phone # Inspection Date Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE 11` $ UILDING DEPARTMENT 305- 795 -2204 . Building Inspection Reque Date Type Insp'n Permit No. Name Address Company r�owok). t_ Phone # Inspection Date Correction Re- Insp'n Fee 11 v /? l /- Hio l� . MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204. (� Build Inspection Request \ Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee - ,MIAMI SHORES VILLAGE ( BUILDING DEPARTMENT 305- 795 -2204 9 a C , Build'ng Inspection Request Date Type Insp =,n - Permit No. Name Address V Company Phone # Inspection Date Approved Correction Re- Insp'n Fee 357 kiaWc ZZ 1.MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Build g Inspection Request Date (0 7 Type Insp'n � r1 et>rqr ` Permit No. 131P05 GQ9 Name ViCtnrClu Address 31S Ne G) S4 Company if au . Phone # // Inspection Date �QI6 Correction Re- Insp'n Fee ❑ ✓ PAID BY YEAP ... SeC A14J AL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER Rudolph Cherney 8 -27-51 14.r; 6 ADDRESS �� r1� a LEGA RECORD GARBAGE TAX I to re- occupy the single family residence known as : (address) 665 9-2 r‘‘ c-1 Legal Description: Lot: 2 0 6 /2. Block (0 / PB & PG: pF l at I hereby certify that I understand that the zoning of the property is for single - family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single- family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Applicant Date /07/0.0 Print Name � tpj A bEa- S n YV *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: Contact Name: Buyer Application Fee ($50) paid: Ca Inspected b Comments: APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY J FN {� tl l eF‘i2S'd9_ ry , Miami Shores, Florida. ? E N 1 ( 1 / - 1 6 E - i 2 - 5 1 N L(1 Seller Realtor Company Name A .Dv i&uTA -G'r Jg ssa / I 9 7 Check No. Approved V Denied Date //` 22 -2e PAGE 1 OF 2 , hereby apply for a certificate CERTIFICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single - family residential purposes. THIS CERTIFICATE VERIFIES T T THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE - FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMINE THE CONDITION, THEREOF. PAGE 2 OF 2 No. 2071 A tatrw ///wte4T,llar CERTIFICATE OF COMPLETION Owner, Agent or Tenant of Building: William Witiak, Jr. and Shelley Witiak Lot 20 and E Y2 of 19, Block 101 Miami Shores Section 4 AMD Street Address: 665 N. E. 97 Street Approved Use: Single Family Home Remarks: BP 2002 -68 BP 2002 -510 EL 2002 -29 PL 2002 -23 ME 2002 -40 BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138-2382 TELEPHONE (305) 795-2204 FAX (305) 756-8972 This CERTIFICATE OF COMPLETION is issued to William Witiak, Jr. and Shelley Witiak for work done in a single family home residence at the above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of building or structures. GEO ! - DESHARNAIS Building Official Date: January 24, 2003 Job Address l r. / S ,e "I 7_4 Folio ) 3 N D t 0 1 q 1 0 ncally c,EG 1 + Legal Description F L-01 1 - 0 4 - l■.it cit..qvk 2 ,002 4 7. 1 9 Designated: Yes No Li Da Master Permit # 50 0 )0S - 3? ' - ( 0 3" 1 Contracting Co. ' STC L � )J O E F . Address �'t CS /3 l� w a - / � e C� Owner's Address tO 6S Qualifier � 1, CLOW2A lie_ SS# Phone 3c 5 .383 Municipal # E ( 9 Competency # State # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SII L WORK DESCRIPTION � 't 4 c`^• Y Certi 4t'1 rp ( L,e l KJNN 4 Square Ft. / 6 O WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be perfommed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furtlmore, I authorize the above -named contractor to do the work stated. / Tenant 1 LL. Li IT ot. 1L Signature of owner and/or Condo NA' i . Notary to O wner 1A and/or Condo ' - dent My Co ssion Expire ,,,, 141 % f * MY COMMISSION CC 935277 • EXPIRES: July 12, 2004 cgs' B onded Thru Notary Pubic Underwriters FEES: PERMIT I 51 S7 RADON APPROVED: Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ‘.4 Building 9 d � ✓1- �- 9 �� to Signature of Contractor or Owner - Builder Date J Phone Estimated Cost (value) / A 3 co. No as to Contractor or Owner -Bui Date My ommission Expire Ins. Co. JOSE N. ALFONSO MY COMMISSION # CC 935277 EXPIRES: July 12, 2004 Bonded Thru Notary Public Underwriters i C.C.F. 0 NOTARY — 0 '°` BOND TOTAL DUE / h --7/0 Plumbing Structural Engineer 11 4 6,59 13. 4 tr .4 e461" 3ocio IQ I - r 14 C. 41:11.- to) io 14.7 ta..e1.407 , s -rpm COLca.._ • _.--•.....0.0p.srmaimEammenfflasms=" •: -2V", 4 7.- • • • I 1 • • . - ' 1 1 :1 .1" 1 • i f i , 1 . , ' • . . I <4 / "1 /1, t . LF Ps; • 1 1 t o, 1 • 1 44 0 A • 1 if' • . . . •.. • • ••• • • • • • . 0: • Cies. .97 7'." • 1.■■■■■••■■•••■• PROPERTY 01:: 1E17 I ?" 14 7' I /0 / m / FITS • („ Mr( VA LW •41i! I men' riot'. SI(A110 4"%. '; NE i;X:Crii.:„ km:110$ SEAL pi rtx....toA 1.n•tx : I A 0.1 ' • /> . .)77S k., " ,_4•1 This property described as: All ol Lot 2J, and th. Emit L.' o. Lot i9, Block 101, AAENDIED toT • SECTION NO. A, accordibg to the Plat thereof, as recor.ded it Plat Scok 15, Page 14, of the Public Records of r!: • „ ida 665 A BOEINLIARX,_ . _ al.t letY 1 imIretr thee the nureer rem" untie nemen gnab the nnewteturn hIrth by On Anamel te - Mantle nateseeeetne' $irCOOM 4712V, Fla., &Mufti Timm and emettliCIVITc:411. tefeltiFt, eAmerrIcnts appnenni on TI'! Ma, ',ghee thin et. shawl Aevefe. • .41.1.17 ■•••••• 114.71.. FIELD DATE SCALE • . j... /2 /11/0 9i 617 (6 2 L. [ I._ Witiaic, William, Jr... aml . Shelley E., 1..ANN1S AND i;ARCIA. INC, .21mve-yrly ...LI 1 !PERS_ LAND i3LANN ro Eff. 01 4* 2.9-eici '1rflrddrv,; .19 •irsesr Avenue. turai Florida jj1j4 •• liuS) 064.79uv ■••■■•■■••■■■••••••••■••, 7-14-01 "Recertified", Name, Cert ea ,o an 'ane a r g",4 7 oarYIANLO &WIMP I) RA 1- N „ 5 .1.30 la TOTFL. P. 03 1 1 1 1 NOTICE OF COMMENCEMENT A RECORDED COPY 'MUST BE POSTED ON THE JOB SITE AT TIME - OF FIRST INSPECTION c PERMIT NO. *AX FOLIO NO. a STATE OF FLORIDA COUNTY OF DADE c THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. • "1. Legal r description of property and stre t address: r• L of= �6� ZG 4 - (' t 2r CO t " ►�oU , C 1 Ac- r--r aki 4- • f a. 7 r, 2 Description of improvement: - ? C oUc. t MLA-44nn. W ELK r."-■ WicACIA- 3. Owner(s) name and address: l ��-- • Co S 1JL o - 'f �"t'. Interest in property: OtJ+e1.- Name and address of fee simple titleholder: 4. Contractor's• name and dress: 't�STcL ul-t.) 2 L\ vii eiz91. .7 5. Surety: (Payment bond required by owner from contractor, if any Name and address* • Amount of bond: $ • 6. Lender's name and address: 7. Persons within the State of as provided by Section 713.13(1) Name and address: a different date in specified) Notary Public Print Notary's Name My Commission Exp res; .8. In addition to himself, Owner designates a following ------%-• -- receive - vided in Section 713.13(1)(b), Florida Statutes. Name and address: 0 z ro • r .h C.) • q' 70 9. Expiration date of this Notice of Commencement the �, ' t ( expiration date is t year from thda@' 111 d L 7., Florida Statutes. N • JOS MY COMMISSION # CC 935277 ` `• = EXPIRES: July 12, 2004 Bonded Thru Notary Public Underwdtera orida designated by Owner upon whom•notices or other documentt, maybe served • Prepared by: 6 • 3 Address: 1 L Signature of Owner - r Print Owner's Name t e_ L- �-<- l't'" FPL "2, LO _ -- a i• Sworn to and subscribed before me this 7-61 d , y o y� �. r '� • ( c • a Et CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION N° 1181 Owner, Agent or Tenant of Building Lot 20 & E 293lock 1 S21 Street Address 665 N�E., 97th Street Approved use by occupancy Remarks #35 Plan Cube 10,481 Tax Value 5,240 Miami Shores Village, Florida, Flori VERNON J , POSEY JR. Subdivisio 12 -30-61 1/ - •= .i.. -._..t , ••. _ e.._ • .. This Certificate of Occupancy is issued to the above named Owner for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. BUILDING DIVISION THIS LICENSE MUST BE DISPLAYED IN A CONSPICUOUS PLACE A PENALTY IS IMPOSED FOR FAILURE TO KEEP THIS LICENSE EXHIBITED AT YOUR ESTABLISHMENT OR PLACE OF BUSINESS THIS LICENSE EXPIRES In consideration of the sum of 1,4.Y" / 71; 4 ,_ t‘ Dollars Paid to Miami Scores Village Dade County, State of Florida, MSV /1958 Date Issued / li License 4041 N ° ��` is hereby licensed to engage in or operate the business of MIAMI SHOES V LAGEOLO IDA By � ' r '� -‘" THIS LICENSE. NOT TRANSFERABLE WITHOUT THE APPROVAL OF THE VILLAGE MANAGER. APC 8 _:c�,a j 0 NER'S NAME PRESENT ADDRESS LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) 4.4..t IQ + a °41 Silm.,swi . LOT 20 4 E t BLOCK a (g) % SUBDIVISION 1 A. ,'t C O. GENERAL CONTRACTOR h C.' kg — ti _ ni) o-, e- ...,c� (W=0-- ADDRESS p , r C2 ,c6 4 1 m M a - PHONE NO. LICENSE NO. A. ©4- t, BUILDING PERM IT NO. o � DATE '^' �"" m� PE RMIT FEE $ �`' BUILDER'S BOND NO. DATE d �' % LLetaoq ZONE REQUIREMENTS CU. FT. 1° Vat.4 r v, at_ PLAN CUBE 1 ® I 4 04 % CU. FT. c EST. COST $ 4 0Ca0 i °"b� DRAWINGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: `+. e et-i4=,==., /� DATL 4 6, - NEW CONSTRUCTION TYPE 2.Q STORIES o G ROOF CONSTRUCTION is tk-,-°g o INTERIOR CONSTRUCTION f, n A�-- , � �� DES RIPTION . REPAIRS 1 YCV °� ✓� -` + 4 ° 5 d'7_ �� . ALTERATION - RIPTION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SU TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. Q'1 lj oz -34'- p ISSUED EAAK.4 BY V. I Po r , TO BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE INSPECTIONS DATE BY INSPECTIONS DATE BY PbUNDATION TEMPORARY SERVICE DATE ROOF TEMPORARY SERVICE $ BEAMS & LINTELS $ SEPTIC TANK - POOL _ I I Cam. `Z FRAMING I -L ^ 6 b ° AIR COND. MOTORS I FINAL $ FIXTURES CLEAN UP SOLAR HEATER $ SLAB $ S GAS SLAB I $ SPECIALS PERMITS PERMIT NO. I DATE BY FEE BY TEMPORARY SERVICE DATE FEE TEMPORARY SERVICE $ $ SEPTIC TANK - o -c 1 'T 1c _ I I Cam. `Z $ I -L ^ 6 b ° SEWER MOTORS I $ FIXTURES SOLAR HEATER $ I $ S GAS I $ FIXTURES I INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING DATE FEE TEMPORARY SERVICE ROUGHING $ TUB & TOP OUT $ RANGE CONN. SEWER MOTORS RANGE CONN. S FIXTURES SEPTIC TANK $ S SOLAR HEATER FIXTURES GAS I. CONTRACTOR t. -Q. " .2C-0 21.`.'E(_4 J S I NC_ PHONE PERMIT NO. '2 - - 3 ft. 1 DATE s- - 2- o.- FEE $ NEW BLDG. 1 ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE ROUGHING $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS RANGE CONN. S FIXTURES $ S INSPECTIONS DATE BY RE- INSPECT BY RE - INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL A'° G ' BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS CONTRACTOR DO, 0 is ` P LJa: - v■• t d 1 4 PERM IT NO. 1 DATE -- f<aj !, 1 ALTERATION )( 1 ADDITION NEW BLDG. ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE PHONE FEE $ b REPAIRS BY OWNER'S NAME RUDOIPH CHER= PRESEN`P ADDRESS LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) 665 N.E. 97th ST, LOT Eli-19 all 20 BLOCK 101 SUBDIVISION MS Sec.4 GENERAL CONTRACTOR JOE CHIMNEY ADDRESS PHONE NO. LICENSE NO. 11968 BUILDING PERMIT NO. 8 -27 51 DATE 21600 PERMIT FEE $ As - , V BUILDER'S BOND 1310 8...27-51 NO. DATE 17, 500 ZONE PEQUIREMENTS CU. FT. 18, 003 PLAN CUBE CU. FT. 21.00 EST. COST S DRAWINGS, SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY DATE X NEW CONSTRUCTION TYPE CBS STORIES 1 ROOF CONSTRUCTION TILE INTERIOR CONSTRUCTION oak floors, plaster ceilings, REPAIRS DESCRIPTION II ' •• d ••er •c • t• •01 • • ..0 • — • • • • •1111a1 ALTERATION .. DESCR r ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS ' RE- SUBMITTED TO PLANNINGoBOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. ) ISSUED BY ' ' ( TO ' BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE INSPECTIONS DATE B 1 Y , RE- INSPECT BY RE- INSPECT BY FOUNDATION 9--/7-.57 4 p{ TEMPORARY SERVICE , c- o 3 s- • $ BEAMS & LINTELS J(' ` � �1i?4'-'41 ` S( vllr��n__ I $ SEWER FRAMING /t) °P LV $ GAS $ INSPECTIONS FINAL /f °c " .,O t ' BY RE- INSPECT BY ROUGHING CLEAN -UP jh 47 : J I GAS CONTRACTOR (1).-v.15 d ' PHONE - PERMIT NO. 101. 1 g 'DATE q'-' 9,�` e�-J ^ ... { FEE $ /4" NEW BLDG. ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE , c- o 3 s- • $ SEPTIC TANK $ SEWER $ SOLAR HEATER $ GAS $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING Q d II 1"(( jh )91,-'0‘4), �-- : J I GAS � 9n . (/ ` -6 C to &- � SEWER SEPTIC TANK /0 "'' SOLAR HEATER FIXTURES % �7 ° ' _ CONTRACTOR ( �� . ^- �-- `� -'-J'- ° PHONE PERMIT NO. ' (,` ° ° ' n I DATE 1 .6 — 1 P - gl FEE $ ;® NEW BLDG. 1 ALTERATION ( ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE , c- o 3 s- 9— / -•S —( $ o'" H. W. HEATER CONN. S RANGE CONN. $ MOTORS S FIXTURES $ INSPECTIONS DATE 8.• RE- INSPECT BY RE-INSPECT BY TEMP. SERVICE Q d II 1"(( jh )91,-'0‘4), �-- : J I ROUGHING � 9n . (/ ` -6 C to &- � H. W. HEATER CONN. RANGE CONN. FIXTURES & FINAL //- 17\ / ,La ® ' BUILDING INSPECTIONS d0°09',s7 ./0 - PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE )( X ?, 3 t - FOR 'AY I THE DRDER OF Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 1 /22/2003 Applicant: SHELLEY Owner: WITIAK 0 JOB ADDRESS: 665 NE 97 Contractor YOCOM, CHARLES WILLIAM Local Phone: 954- 961 -1424 Parcel # 1132060171910 Fees: FEE2003 -404 FEE2003 -405 FEE2003 -406 FEE2003 -407 FEE2003 -408 r ' Permit Status: Approved CHARLES W. YOCOM CUSTOM POOLS PH 954-961-1 710 N 70TH TER HOLLYWOOD, FL 33024 WW--10Y Wachovia Bank. N.A. Hollywood. FL 33024 D Y Description Buildier's Bond CCF Building Fee Radon Notary Fee Total Fees: Permit Expiration- :0670 L35641: Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOT 20 & E112 OF LOT 19 71')4 I r' 9 Building Permit Permit Number: BP2003 -100 WITIAK SHELLEY ST Contractor's Address: 710 N 70 TERRACE Amount $300.00 $16.80 $430.00 $11.10 $5.00 $762.90 DATE / —1 � ' u1 5206 B3- 135818 BRANCH 04301 $ ��_ EFL Page 1 of 2 Total Fees: $762.90 Total Receipts: $0.00 . Re- inspection BLK )plication herefor in strict compliance with all ecirications that may have been submitted to :es or if the plans are changed without 1sponsibility for a thorough knowledge of the d that he assumes responsibility for work done ons pertaining thereto and in strict conformity responisibility for all work done by either Work: NEW POOL & PAVER DOCK If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants o employees. Signed: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawi _ , .tate nts or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, rva •r mployes. (INSPECTOR) BY: Signed• / (Contractor or Builder) BY: ACCOUNT 0 i -- PAYMENT TO BAL. DUE .---- 0 — 3 0 DATE RECEIVED FROM 0 1 17( -74} OR R EN - 1 le-e &Ca 1 5 / 9- 0 CASH °CHECK ORDER (Th MONEY B ■ FROM No. 619982 $ co,ot D 1182 20,11.3:21.5299117.4.. CHARLES W. YOCOM CUSTOM POOLS PH 954-961-1424 710 N 70TH TER HOLLYWOOD, FL 33024 DATE -° 3 PAY TO THE )fl /A aye/ ORDER OF • I $ ,a A'-ti _vat:nova Wachovia Bank, N.A. Hollywood, FL 33024 FOR t t i t ((' •00 SO 980 ':0670 L 3 56111 L 9 7 3 7 9 70• DOLLARS 5098 63-1356/670 BRANCH 04301 ?=. NP Ortrayls..79SHOLII . 31111211.7 terlarcascros- PERMIT NO. ADDRESS: . MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT SECTION BY DATE ZONING' • 1 ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with aft Federal. State. Coc nty. Vdtage rotas end regulations. Ygtage essuates no responsibility for accuracy oflor mutts from these plans. 2. This copy of plans must be avallebte on bufiding Bite or no inspection trtif be conducted. JOB ADDRESS APPLICANT PHONE ## APPUCAnON SHEET OF MISCELLANEOUS ZONING • COMMENTS / 7 ® & a 1/61/ (a) A- Pgv fl /6 1za, DATE 46.r/it 1/ POO CRITIQUE SHEET GOOOL RC ©UORENERy SELF-CLOSING/ SEI F -u orwiNe GATES REQUIRED FENCE: 4' HIGH NON.) AND NON-CLIMBABLE IF NEIGHBORS REMOVE FENCE/ WALL, UWNER IVJUST REPLACE WITH A 4' FENCE ON CW EM'S PROPERTY • INITIALS Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138, Phone: 305 - 795 -2204 Building Permit Applicant: SHELLEY Owner: WITIAK Permit Number: BP2002 -68 Printed:1 /11/2002 Page 1 of 1 WITIAK SHELLEY Contractor COLTRAIN CONSTRUCTION CO Address: 1130 WASHINGTON AVE 5FL Local Phone: Cellular: Parcel # 1132060171910 Job Address: 665 NE 97 ST Signed: Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOT 20 & E1/2 OF LOT 19 BLK Fees: Description Amount FEE2002 -200 Building Fee $25.00 FEE2002 -235 Building Fee $1,065.00 FEE2002 -236 CCF $43.00 FEE2002 -237 Buildier's Bond $300.00 Total Fees: $1,433.00 Permit Status: Approved Permit Expiration: 7/9/2002 Construction Value: $71,600.00 Work: ADDITION AND INTERIOR REMODEL Total Fee41,433.00 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. (INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: � COURTESY NOTICE Address: Dear Property Owner: While making inspections in the area, I noticed the following items needing your attention: O Property is in need of mowing / cleaning O Trash on site O Exterior of structure requires maintenance O Trees /bushes /hedges need trimming O Commercial vehicle in residential zone O Inoperable vehicle on property O Vehicle parked in landscaped area O Vehicle parking areas must be paved O Vessel / boat not properly stored 7. Interior / exterior work requires permits O Prohibited signs on property O Non - domestic animals on property t _ ter. O Other: 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138-2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 r} fk4 (1 '/ Corrective action needed by: E! /c)-3 / 7 • i; 't i r \! 1 ' f9 1/ ▪ Failure to correct the violation by the above date may result in a Notice of Violation to appear before the Code Enforcement Board which may impose fines up to $500 per day. The Village residents have always taken great pride in the community and we know that you share in this effort to keep the "Village Beautiful ". Your cooperation is appreciated. t_3+ //„-, /(--( Code Enforcement Officer Date (305) 795 -2204 , a svi. —uu B4. MAP AND PANEL 1 2025C0093 B5. SUFFIX J B6. FIRM INDEX 7 - B7. FIRM PANEL EFFETIyE/REVLSEDDATE B8. FLOOD ZQJJE(S) 69. BASE ELEVATION(S) NO a llabie 'ng) BUILDING OWNER'S NAME Witiak C Iami Shores, FEMA. Form 81 - 31, RI �G 00 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE 130210 Important: Read the instructions on pages 1-7. SECTION A - PROPERTY OWNER INFORMATION B 6 5 N EE 9 7 th ciu in Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. STATE Florida PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING C1 al Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: LJ GPS (Type): ( ##° - /!#' - ##.##' or ##.#####°) LJ NAD 1927 L NAD 1983 LJ USGS Quad Map LJ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B Miaml M Sho res E &f906UTM rB2. COUNTY NAME O.M.B. No- 3067 -0077 Expires July 31, 2002 For Insurance Company Use: = -• Policy Number Company NAIC Number ZIP CODE I B3. STATE 810 Indic the source o t he B ase Floo Elevation (BFE) data or base flood depth entered in B9. LJ FIS Profile 111 FIRM LJ Community Determined LJ Other (Describe): B11. Indicats the elevation datum used for the BFE in B9: LJ NGVD 1929 LJ NAVD 1988 LJ Other (Describe): B12. Is the building located in a Coastal_ Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? L Yes Jig No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: (_ JConstruction Drawings' LJBuilding Under Construction' lkJFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number R (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or t 9ection G, as appropriate, to document the datum conversion. Datum N(:Vn 29 . Conversion /Comments -Ne E /CL- Elevation reference mark used it/ Aqzt,-_- Does the elevation reference mark used appear on the FIRM? J_J Yes JLJ No O a) Top of bottom floor (including basement or enclosure) 8 /' ft.(m) ❑ b) Top of next higher floorft,(m) a O c) Bottom of lowest horizontal structural member (V zones only) 4/4 ft.(m) F O d) Attached garage (top of slab) 8 .53 ft.(m) g O e) Lowest elevation of machinery and/or equipment p servicing the building ■ G / 7. ft.(m) Li u f) Lowest adjacent grade (LAG) ft.(m) z . m O g) Highest adjacent grade (HAG) 1. Z ft.(m) 1 N O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ? $ 0 i) Total area of all permanent openings (flood vents) in C3h 972: sg,_jp. (sq. cm) 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 in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFI _ R'S NAME LICENSE NUMBER ..44. A _ c COMPANY NAME MA-'ER L•NNES AND GARCIA INC. gnnaESc CITY STATE ZIP CODp 359 Alcazar Avenue Coral Gables, Florida 331 SIGNATU D TELEPHONE • r z � �ti� SEE RE"ERSE SIDE FOR CONTINUAT!'N DcoLACES 00C%/in, fC N F ci7 -h Sf r t For Insurance Company Use: Policy Number Company NAIC Number IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY STATE ZIP CODE Miami Shores, Florida SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. COMMENTS ✓�= PiAPel7 444/61 ,e=y PoP6l3, ,Ir&J o Co t/& Ems— 771 ,rr, Pri-v j- 749 I Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I I 1 ft.(m) I I lin.(cm) 1J above or Li below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1 I 1 ft.(m) I I lin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? II Yes I No II 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. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEfVIA Form 81 -31, AUG 99 CITY DATE TELEPHONE 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, 8, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. L The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, • engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) ("47 I I A nnmmytniv nffinial nrr,r I +e,4 Co -tine F fnr a h,,ilrlinn rata/4 in 7nnn A /withniIt a FCR/IQ_ieeliprt nr rnmm,inifi,_icct'P PF) n r Zone AO. ._. - - - - , G3. I I The following information (Items G4-G9) is orovided for community floodolain management ourooses. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for U New Construction L. Substantia Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: TITLE TELEPHONE DATE STATE ZIP CODE I — I Check here if attachments . ft.(m) Datum: . ft.(m) Datum: I I Check here if attachments REPLACES ALL PREVIOUS EDITIONS PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT DATE SECTION BY ZONING' ELECTRICAL MECHANICAL PLUMBING FIRE ' PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with aft Federal, Sta County. Wage rides it'd regutatSats. Wine tss..7 . norespo s for accuracy oflor resutts f or r 2. This copy of plans crust b• %yat(abie t:ufiding site or no Inspection Ydii be coctde:t• CRITIQUE SHEET JOB ADDRESS _ o ' 6 O 5 /v 97 APPLICANT W ('I' (a lam-. PHONE # D1 7 / 010 APPUCATLON SHEET OF MISCELLANEOUS DATE NING: ‘,\1101 COMMENTS INITIALS uk Vey /7 , jf} -Ulr o Wex rffiltv 6 `la. N G oNC,e i&a E /N ,20 15 /.ti S - - -c /o ') cer4t:. :-, off' (,tse rccp.cre4 'So r A. -- EA) ct °'� � +,� - f��Iu I • J, use. 4110 CZ E 1 7/0 J C e?X 7 /F7c4 r? 56teue4 /3E e' erz,w-- / 0 /S L awl CAoct.Iry ors 404 (go% "Ce2 Stage4 ' ' C'��2� Q.O-e-evrsesx FROM : RESTRICTIVE COVENANT DECLARATION OF USE PREPARED BY: DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned LA t t.t_,o,,.t 13 rs- 0 is/are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: .4.rlg lbEb P(,. of t- (,.sea i Lot(s) 020 Block 16 ofs l}nQ�� 56.c1'434 r~ta . 4 (Subdivision), A.K.A. (address) 6m4r,,. r4 . Q4 according to the plat thereof, as recorded in the Plat Book ' Page 11.� of the Public Records of Miami -Dade County, Florida, and Whereas, the undersigned owner(s) j��ura -t h,-a, �Q Coo mire t o •. �esire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: 1. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted, 2. That the property will be used for a single family residence only. 3. That the use of the property or building will be as follows: IN b tE F'Anlr.y roeNCC - 4,0 kenmi . • NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in effect. IN WI SS WHEREO', he undersigned has/ha caused 20 d(s) and seal(s) to be affixed hereto on this . day of t SS(ES) //�� tT�. C , _ ._ . . S.igna ire.and Print Signature and Print STATE OF FLORIDA): COUNTY OF MIAMI- DADE): My commission expires FAX NO. : 3057562891 Jan. 07 2002 10:29AM P2 u11.111.4 un. 20048PG2627 ASCORCED RECORDS/300x OF awe oarvrv, a.omaa RECORD vERIPED HARVEY RUVIN c,.tr CIRCUl7 coUR7 SWORN TO AND SUBSCRIBED before me on this _„day o .,.,,a.,,,,„..,.,...... 77 7_.7_.7. _ ' 9 ANGELA ,M 3MC : ::£k ;'. '. :. 1 CC786•G37 :� / �^ . dF f: NCl/. 15, D')2 4 I HEREBY CERTIFY that on this day personally appeared before me. ' . �_ , • i ho is personally known to me or has produced pi/ Pi (type of identifi tion) as identification and he/she acknowledge that he/she e,xecuted the foregoing, freely and voluntarily, for purposes there in expressed. OTAR 18662555 2001 NOV 30 13 :50 UBLIC • Signature and Print Signature and Print 20 . T TE F ORIDA FROM : 20048PG2628 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. -_ D TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvernents will be•made to certain real property, .and in accordance with Chapter.713, Florida.Statutes, the 'following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of tee simple titleholder: 4. Contractor's name and address: 5. Su rety: Payment bond required owner from contractor, if any) Name and address: l l v Nx- Amount of bond S 6. Lender's name and address: different date is specified) FAX NO. : 3057562891 sior atcre of Owner Print Owners Name 1 t i M1 �.,� .4-:e L. (' Sworn to and subscribed before me thls day of Notary Public Print Notary's Name ! �1�JL L 19 P ozozeco cowry, B RECORD YERJPIED HARVEY RUVIN cSERX alkev fir �nirAp Jan. 07 2002 10:29AM P3 1R662556 2001 NOV 30 13t50 Prepared by 2. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 71 Florida Statu es. Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a .r. / /1,- rte / Address: .. /114/91 ! E' S71 38' No 'on Notice of Commencement E .= EH.= VT=GE - CCCN. V=7.= (3C5) F?X (3 _i - 7572 DILID LNG fIT /MNTIPACrO RS 1= =RAT TCN =Ca ST Copy cE STATE OF _ICRIDA CZFEIFICATION (DER) S' TE REGISMATICN AND DACE COUNTY COMPEMENCY LICENSE Copy of current OCCUPATIONAL LICENSE from coup: c: municicalitv where business is located. - - Certificate of Insurance for LIABILITY (addressed to Miami Shcr = 5 Village) Certificate of Insurance for WORKER'S C (addressed t: NU EMI ShoresVillage) or if exempt State of Florida LES Form BCX -204, Construction : d s`y Notice of Election to be Exempt. PLEASE SUBMIT EVERYTHING (" XED OFF ‘ss C. Ittt Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized) . .ao sets o plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification trust be on plans and permit application. All plans must incicde folio number and property address.. Amended plans, in addition to the shove, must also include the it number. Struc oral Calculations signed and sealed by _cltrct cr engineer when acolicable. . --rent survey of the property ��G )) / 1- 7) 1 7)0 l Certificate of Elevation signed and sewed by Surveyor. tial TITrove:cents Chedlist (contractor or owner) . . our seal of en rg calcula ions, signed and sealed sets of signed & sealed Truss Plans (Eig_: ee ) . DADE County or State of Florida Products PpprovaT s for roof sheds, windows, exterior /garage doors, aluminum carports, screen enclosures, shutters awnings, skylights, french dcurs and etc. A_provals from HRS, DADE County Impact Fee Section, Fire Depar nt a Health Department (when applicable). DERr + Giazranty Deed or Other Proof of Cremership if necessary. Structural Review fee -C* E D 1 I, 1 BUILDING AND ZONING DEPARTMENT 1 0050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33)38.2382 ' . TELEPHONE (305) 795.2204 FAX (305) 756-8972 RECEIPT er, picked up 2 sets of plans for address � ( ) j l s c � from the Building and Zoning Department on (date) to have corrections done to plans and/or get County stamps I understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE (305) 7 95.2204 FAX (305) 755.8972 RECEIPT I, 04,K Ca-/ / 2 on caner, picked up 2 sets of plans for (address) from the Building and Zoning Department on (date) ? �o 1 to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. JOB ADDRESS e4.5 A/e ?7 /1.4 s /"' APPLICANT win / AK- PHONE # APPLICATION # SHEET ( OF • MISCELLANEOUS DATE CRITIQUE SHEET PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT SECTION BY DATE ZONING' ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with alt Federal, Stag Coc nty.YJtage rules end regulations. Wage essuem no responsibility for accvrecy offor results fro these plans. 2. This copy of plans mutt be available c bitding site or no Inspection vrl(f be conducts COMMENTS INITIALS 1 i /oo /d/ tY 5A Oaer 45,esi d1 e n s `mil 5 i if fee 1l Q vt s • Pt1led Cell lei zil y /ic,e lap Is 4B bars 4224., Need "Sod S'Oaiteoen ? " o p touoida l ;evc pjao . tr 64) De-bi/ h ew /J ",block- wil/ Le 4 d4 oeed. sv-nr l . �. Dn J i 58C, (ed MA. A .0 10 Fire hp ? d ea r - o `` s7,4e;," (s ke - G, L al' TO. ✓ (Q) 5I - cJeara it ce beiweevl pi do e is I re j ed a 4-" sph Th*(4 • mac' 6 g.raziwn e -1 16 /,4 v =� 3 ►t s� (36." d ic - - `47 - 1 s z Edward A. LANDERS, P.E. CONSULTING ENGINEERS u = 3oPf� WITS e- L = (u (7JO 1Ai ps r 7 t1, 4, . ^ rJr/r: GOO-0 Uu C r ed sr L (- 12,w F s s z, s- U - - 3,s zoo ts Fex(b - 0 t33 F ,E6 3 ( Z ''v\ 31,s9 S_? r .22, (305)823 -3938 (O UC5 66.E N C- 47 c ft-9-e-Pc_ L.)-evt.' uk .)- 130 pc4 im-.-_ &____ trv- z o � Edward A. LANDERS, P.E. CONSULTING ENGINEERS P` 0,00 e.7 /6 - w 4? (eY/3,6?) s e 07(-- 3 s•nyt e th(Z'o,c, Plc) \R `Pt �1 �d /3 ` tc C:r cu f Fe 2/ (-0K) s a-e z '-a g G v�= d (305)823 -3938 S o. 4 4-,67 iitNA 3 9 J ZvU L /• S ‘ ,p �, 3 '� 4' 67 3 r!��') q up a i G s V p N cc, — L)() Lt — r Edward A. LANDERS, P.E. CONSULTING ENGINEERS. USE- z. x6 c? z - o, c, 0/ed- Peor 11 T� /s s - �1 � 3/' Wie Eel 17 ,-c) 13 , i 53.E (S' -f (0,0 +10.0 — 4 -- 79 z (305)823 -3938 C d -�C'� /O-d( ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.000 0.000 0.000 GCp ( -) -1.100 -2.000 -2.000 PRESSURE (PSF) 10.2 10.2 10.2 VERT. COMP. 9.9 9.9 9.9 HORIZ. COMP. 2.5 2.5 2.5 SUCTION (PSF) -55.2 -91.9 -91.9 VERT. COMP. -53.5 -89.2 -89.2 HORIZ. COMP. -13.4 -22.3 -22.3 a a a a 2 1 2 2 1 2 3 3 3 3 EDWARD A. LANDERS, P.E. 7850 N.W. 146TH ST., SUITE 509 MIAMI LAKES, FL 33016 (305) 823 -3938 Copyright 1994 by Tondelli Engineering, P.A. .Tampa, Florida CUSTOMER : 665 NE 97th Street JOB NUMBER : DATE : 10 -06 -2001 DESCRIPTION : WIND PRESSURES * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = D BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 320.0 FT2 MEAN ROOF HEIGHT = 15.0 FT DISTANCE, Z = 15.0 FT Kh = 1.196 Kz = 1.196 P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 qh = 40.9 PSF qz = 40.9 PSF BUILDING WIDTH = 17.0 FT CORNER DISTANCE, A = 3.0 FT 4. cup s r 1. NJ 600 4:xS= z0 sr 60(01-4 6P G I x ? `= 4 V► s" boir:T41- e' c, w &) 1, OO S G Z (� 1. sJA evu : K Zv S� 1L-c 1L-c K 6 1 -0 Vl r Edward A. LANDERS, P.E. CONSULTING ENGINEERS (305)823 -3938 6f)1774-K_ 2il.0 d 66 C 77 w0/4- p / v — ? —o r1 t 6 ' e ewec 13 0 -r,rif J (N) wek'144 (j & er h --f w r o n 1, WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.329 1.329 GCp ( -) -1.429 -1.841 PRESSURE (PSF) 43.2 43.2 SUCTION (PSF) -45.9 -57.2 EDWARD A 7850 N.W. 146TH ST., SUITE 509 Copyright 1994 by Tondelli CUSTOMER : WITIAK RESIDENCE JOB NUMBER : DESCRIPTION : WIND PRESSURES * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 20.0 FT2 MEAN ROOF HEIGHT = 13.0 FT Kh = 0.801 DISTANCE, Z = 6.0 FT Kz = 0.801 + ++ ++ + a 4 5 . LANDERS, P.E. MIAMI LAKES, FL 33016 (305)823 -3938 Engineering, P.A. Tampa, Florida a 4 5 DATE : 10 -10 -2001 qh = 27.4 PSF qz = 27.4 PSF P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 68.0 FT CORNER DISTANCE, A = 5.2 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.253 1.253 GCp ( -) -1.353 -1.670 PRESSURE (PSF) 41.1 41.1 SUCTION (PSF) -43.9 -52.5 EDWARD A 7850 N.W. 146TH ST., SUITE 509 Copyright 1994 by Tondelli CUSTOMER : WITIAK RESIDENCE JOB NUMBER : DESCRIPTION : WIND PRESSURES * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 42.0 FT2 MEAN ROOF HEIGHT = 13.0 FT Kh = 0.801 DISTANCE, Z = 5.0 FT Kz = 0.801 ++ ++ ++ ++ a 4 5 . LANDERS, P.E. MIAMI LAKES, FL 33016 (305)823 -3938 Engineering, P.A. Tampa, Florida a 4 5 DATE : 10 -10 -2001 qh = 27.4 PSF qz = 27.4 PSF P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 68.0 FT CORNER DISTANCE, A = 5.2 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.400 1.400 GCp ( -) -1.500 -2.000 PRESSURE (PSF) 45.1 45.1 SUCTION (PSF) -47.9 -61.5 EDWARD A 7850 N.W. 146TH ST., SUITE 509 Copyright 1994 by Tondelli CUSTOMER : WITIAK RESIDENCE JOB NUMBER : DESCRIPTION : WIND PRESSURES * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 9.0 FT2 MEAN ROOF HEIGHT = 13.0 FT Kh = 0.801 DISTANCE, Z = 9.0 FT Kz = 0.801 ++ ++ ++ ++ a 4 5 . LANDERS, P.E. MIAMI LAKES, FL 33016 (305)823 -3938 Engineering, P.A. Tampa, Florida a 4 5 P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 68.0 FT CORNER DISTANCE, A = 5.2 FT DATE : 10 -10 -2001 qh = 27.4 PSF qz = 27.4 PSF WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.253 1.253 GCp ( -) -1.353 -1.670 PRESSURE (PSF) 41.1 41.1 SUCTION (PSF) -43.9 -52.5 EDWARD A 7850 M.W. 146TH ST., SUITE 509 Copyright 1994 by Tondelli CUSTOMER : WITIAK RESIDENCE JOB NUMBER : DESCRIPTION : WIND PRESSURES * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 42.0 FT2 MEAN ROOF HEIGHT = 13.0 FT Kh = 0.801 DISTANCE, Z = 5.0 FT Kz = 0.801 ++ ++ ++ ++ a 4 5 . LANDERS, P.E. MIAMI LAKES, FL 33016 (305)823 -3938 Engineering, P.A. Tampa, Florida a 4 5 DATE : 10 -10 -2001 qh = 27.4 PSF qz = 27.4 PSF P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 56.0 FT CORNER DISTANCE, A = 5.2 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.329 1.329 GCp ( -) -1.429 -1.841 PRESSURE (PSF) 43.2 43.2 SUCTION (PSF) -45.9 -57.2 EDWARD A. LANDERS, P.E. 7850 N.W. 146TH ST., SUITE 509 MIAMI LAKES, FL 33016 (305)823 -3938 Copyright 1994 by Tondel,li Engineering, P.A. Tampa, Florida CUSTOMER : WITIAK RESIDENCE JOB NUMBER : DATE : 10 -10 -2001 DESCRIPTION : WIND PRESSURES * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 20.0 FT2 MEAN ROOF HEIGHT = 13.0 FT Kh = 0.801 DISTANCE, Z = 6.0 FT Kz = 0.801 ++ ++ ++ ++ a 4 5 a 4 5 qh = 27.4 PSF qz = 27.4 PSF P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 56.0 FT CORNER DISTANCE, A = 5.2 FT rr ,, pr/ fit, ` (fj . S X 11 I' r t 3) Of- 3 1t SI O. J d'-- L-L =30 = zS9SI mu se. /9 L r U�J TPA / 7 �• S s� /c.r UU Cr = ed ?S(- t,W(_ ? >c6s c Ssze,S' U1 3, s x Pc) - 043b R,.I E- oo - 0 t33 To PA & 6'6 5.0 F 3 7 `iv\ = 3141 2 S�l r •I23 it,OJCE 66s—me '*ST.0 e I Edward A.G LANDERS, P.E. (305)823 -3938 C CONSULTING ENGINEERS c[ute-Pc. 16eAA ,A) d 33.6 1 f 3s e 6z r ckt_ei -F s-h v, Edward A. LANDERS, P.E. CONSULTING ENGINEERS P D, 004 7 . w 4 ) (i,) 6 .sJ (305)823 -3938 OK-) S a -Pew,, Z --o u d-c. IIopc /0-6-0 (o) S v s---6o? 3 � .6 vL+ 2 vU ' 3 /• S _ CS-. G 9 t ,p 3 '� 4.67 roK) x6s e Edward A. LANDERS, P.E. CONSULTING ENGINEERS, cA 12,(Ai _1 PeRfi S 3// y /7-O . 0 S3.`f" - 8)-t_ ±(o.0 G as Vp(APr N � — J0 Ltr-r _ - 4 -79. 7_ -7Gt Z (305)823 -3938 Cc . ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.000 0.000 0.000 GCp ( -) -1.100 -2.000 -2.000 PRESSURE (PSF) 10.2 10.2 10.2 VERT. COMP. 9.9 9.9 9.9 HORIZ. COMP. 2.5 2.5 2.5 SUCTION (PSF) -55.2 -91.9 -91.9 VERT. COMP. -53.5 -89.2 -89.2 HORIZ. COMP. -13.4 -22.3 -22.3 a a a a 2 1 2 2 1 2 3 3 3 3 - EDWARD A. LANDERS, P.E. 7850 N.W. 146TH ST., SUITE 509 MIAMI LAKES, FL 33016 (305) 823 -3938 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : 665 NE 97th Street JOB NUMBER : DATE : 10 -06 -2001 DESCRIPTION : WIND PRESSURES * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = D BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 320.0 FT2 MEAN ROOF HEIGHT = 15.0 FT DISTANCE, Z = 15.0 FT Kh = 1.196 Kz = 1.196 P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 qh = 40.9 PSF qz = 40.9 PSF BUILDING WIDTH = 17.0 FT CORNER DISTANCE, A = 3.0 FT it. Cups? C -r r''�- '�r'v�'` . 1. NJ ouo i3. �- -4-T r C--f-c J P on s 6x ? Edward A. LANDERS, P.E, S Zo SF CONSULTING ENGINEERS rn€ =- 4 s r pe r 60 ,0,4+ c. J w 0 01-'1`1 ' 1, s G'x �`- �ZS� ' /Lc x6 g Wtioj=t1- GP/ (305)823 -3938 Az' r 3 // 1 - Qu) 1/0 t ; - ° r 1, Corm -/C 20,4 d1gu e) 6os C ? m' - jJ�, / 0 - ( WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.329 1.329 GCp ( -) -1.429 -1.841 PRESSURE (PSF) 43.2 43.2 SUCTION (PSF) -45.9 -57.2 EDWARD A 7850 N.W. 146TH ST., SUITE 509 Copyright 1994 by Tondelli CUSTOMER : WITIAK RESIDENCE JOB NUMBER : DESCRIPTION : WIND PRESSURES * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 20.0 FT2 MEAN ROOF HEIGHT = 13.0 FT Kh = 0.801 DISTANCE, Z = 6.0 FT Kz = 0.801 ++ ++ + + ++ a 4 5 . LANDERS, P.E. MIAMI LAKES, FL 33016 (305)823 -3938 Engineering, P.A. Tampa, Florida a 4 5 DATE : 10 -10 -2001 qh = 27.4 PSF qz = 27.4 PSF P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 68.0 FT CORNER DISTANCE, A = 5.2 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.253 1.253 GCp ( -) -1.353 -1.670 PRESSURE (PSF) 41.1 41.1 SUCTION (PSF) -43.9 -52.5 EDWARD A 7850 N.W. 146TH ST., SUITE 509 Copyright 1994 by Tondelli CUSTOMER : WITIAK RESIDENCE JOB NUMBER : DESCRIPTION : WIND PRESSURES * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 42.0 FT2 MEAN ROOF HEIGHT = 13.0 FT Kh = 0.801 DISTANCE, Z = 5.0 FT Kz = 0.801 + + ++ + + + a 4 5 . LANDERS, P.E. MIAMI LAKES, FL 33016 (305)823 -3938 Engineering, P.A. Tampa, Florida a 4 5 DATE : 10 -10 -2001 qh = 27.4 PSF qz = 27.4 PSF P = gh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 68.0 FT CORNER DISTANCE, A = 5.2 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.400 1.400 GCp ( -) -1.500 -2.000 PRESSURE (PSF) 45.1 45.1 SUCTION (PSF) -47.9 -61.5 EDWARD A 7850 N.W. 146TH ST., SUITE 509 Copyright 1994 by Tondelli CUSTOMER : WITIAK RESIDENCE JOB NUMBER : DESCRIPTION : WIND PRESSURES * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 9.0 FT2 MEAN ROOF HEIGHT = 13.0 FT Kh = 0.801 DISTANCE, Z = 9.0 FT Kz = 0.801 ++ ++ ++ ++ a 4 5 . LANDERS, P.E. MIAMI LAKES, FL 33016 (305)823 -3938 Engineering, P.A. Tampa, Florida a 4 5 DATE : 10 -10 -2001 qh = 27.4 PSF qz = 27.4 PSF P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 68.0 FT CORNER DISTANCE, A = 5.2 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.253 1.253 GCp ( -) -1.353 -1.670 PRESSURE (PSF) 41.1 41.1 SUCTION (PSF) -43.9 -52.5 EDWARD A. LANDERS, P 7850 N.W. 146TH ST., SUITE 509 MIAMI LAKES Copyright 1994 by Tondelli Engineering CUSTOMER : WITIAK RESIDENCE JOB NUMBER : DESCRIPTION : WIND PRESSURES * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 42.0 FT2 MEAN ROOF HEIGHT = 13.0 FT Kh = 0.801 DISTANCE, Z = 5.0 FT Kz = 0.801 ++ ++ ++ + + a 4 5 a 4 5 .E. , FL 33016 (305)823 -3938 , P.A. Tampa, Florida DATE : 10 -10 -2001 qh = 27.4 PSF qz = 27.4 PSF P = qh(GCp) - gh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 56.0 FT CORNER DISTANCE, A = 5.2 FT WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.329 1.329 GCp ( -) -1.429 -1.841 PRESSURE (PSF) 43.2 43.2 SUCTION (PSF) -45.9 -57.2 EDWARD A 7850 N.W. 146TH ST., SUITE 509 Copyright 1994 by CUSTOMER : WITIAK RESIDENCE JOB NUMBER : DESCRIPTION : WIND PRESSURES * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 20.0 FT2 MEAN ROOF HEIGHT = 13.0 FT Kh = 0.801 DISTANCE, Z = 6.0 FT Kz = 0.801 ++ ++ ++ ++ a 4 5 . LANDERS, P.E. MIAMI LAKES, FL 33016 (305)823 -3938 Engineering, P.A. Tampa, Florida a 4 5 DATE : 10 -10 -2001 qh = 27.4 PSF qz = 27.4 PSF P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 56.0 FT CORNER DISTANCE, A = 5.2 FT Prepared by and return to: RICHARD A. GOLDEN, ESQUIRE KRAMER & GOLDEN, P.A. 12000 Biscayne Blvd., Suite 500 North Miami, Florida 33181 File #494 -01 P WARRANTY DEED (Corp - Ind) (Statutory Form - Section 689.02 F.S.) THIS INDENTURE, made this 'O day of July,2001 • between GUELIZ, INC., a Florida Corporation whose post office address is 901 PONCE DE LEON BLVD, STE 603, CORAL GABLES, FLORIDA 33134 hereinafter called the Grantor *, and WILLIAM WITIAK, JR. and SHELLEY WITIAK, his wife whose post office address is 665 NE 97 STREET, MIAMI SHORES, FLORIDA 33138 hereinafter called the grantee *. WITNESSETH: That said grantor, for and in consideration of the sum of TEN AND NO /100 ($10.00) Dollars, and other good and valuable consideration in hand paid by the grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold, to the grantee's heirs and assigns forever, the following described land, situate, lying and being in MIAMI -DADE County, Florida to wit: Property Folio No.: 11- 3206 - 017 -1910 Lot 20, and East 1/2 of Lot 19, Block 101, MIAMI SHORES SECTION 4 AMENDED, according to the Plat thereof, recorded in Plat Book 15, Page 14, of the Public Records of Miami Dade County, Florida. Subject to restrictions, reservations, easements and limitations of record, if any, provided that this shall not serve to reimpose same, zoning ordinances, and taxes for the current year and subsequent years. Said grantor does hereby fully warrant the title to the above described property, and will defend that same against the lawful claims of all persons whomsoever. * "Grantor" and "Grantee" are used for singular or plural, as context requires. IN WITNESS WHEREOF, Grantor has hereunto set grantor's hand and seal the day and year first above written. Signe Sign Prin Signa ' re o Wi Prin d Name: sealed and delivered in the presence of: ./ J ure d Na State of Florida County of MIAMI -DADE s acknowledged before me this day of July, 2001, by Abilo � LIZ, INC., a Florida Corporation ,'who are personally known to me or who is license as identification and who did take an oath. The fore Rodrigues, as have produce (Signatur tiat-O IP ing inst sident o valid dr' rumen fG My Commission Expires: Tax Identification Number Information WILLIAM WITIAKJR. SHELLEY WITIAK 19 8 3 3 PG. 3"748 'tai.. . `' i ."` 6eia % O; -Logics v GUELIZ, by: Abilo Rodrigues, its President Notary Public, Commission No. 01R4-304-14 2001 AUG 09 15:48 DOCSTPDEE 1,965.00 SURTX 0.00 HARVEY RUVIN, CLERK DADE COUNTY, FL poration (SEAL) (Name of Notary, Typed, Printed or Stamped) i ECO RDED IN (- F'C" it i Q ocoACECDUVry, FLORIpq RECORD VERIFIED HARVEY RUVIN CLERK CIRCUIT COURT Policy No.: OPM- 2076025 FUND OWNER'S FORM SCHEDULE B This policy does not insure against loss or damage by reason of the following exceptions: 1. The lien of all taxes for the year 2001, which are not yet due and payable. 2. Subject to restrictions, conditions, limitations and easements appearing in the Plat of MIAMI SHORES SECTION 4 AMENDED, according to the Plat thereof, as recorded in Plat Book 15, Page 14, of the Public Records of MIAMI -DADE, County, Florida. 3. Any adverse ownership claim by the State of Florida by right of soverignty to any portion of the lands insured hereunder, including submerged, filled and artificially exposed lands, and lands accreted to such lands. 4. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands compromising the shores or bottoms of navigable rivers, lakes, bays, ocean or gulf, or lands beyond the line of the harbor or bulkhead lines is established or changed by the United States Government or water rights, if any. 5. The mortgage, herein referred to as the insured mortgage, and the assignments thereof, if any, are described as follows: Mortgage executed by WILLIAM WITIAK, JR. and SHELLEY WITIAK, his wife in favor of OLYMPIC FUNDING MORTGAGE in the amount of $262,000.00, dated July 30, 2001 and recorded August 9, 2001 in Official Records Book 19833, Page 3749, of the Public Records of MIAMI -DADE County, Florida. Thereafter assigned by Assignment of Mortgage to ABN AMRO MORTGAGE GROUP, INC. dated August 9, 2001 and recorded in Official Records Book 19833, Page 3757, of the Public Records of MIAMI -DADE County, Florida. Member's File Reference: 1. Name of Insured: FUND OWNER'S FORM Policy No.: OPM- 207602 Effective Date: August 9, 2001 at 15:48 P.M. /mo 494 -01 P SCHEDULE A WILLIAM WITIAKJR. and SHELLEY WITIAK, his wife 2. The estate or interest in the land described herein and which is covered by this policy is a fee simple (if other, specify same) and is at the effective date hereof vested in the named insured as shown by instrument recorded in Official Records Book 19833, Page 3748, of the Public Records of MIAMI -DADE County, Florida. 3. The land referred to in this policy is described as follows: Amount of Insurance: $327,500.00 Lot 20, and East 1/2 of Lot 19, Block 101, MIAMI SHORES SECTION 4 AMENDED, according to the Plat thereof, recorded in Plat Book 15, Page 14, of the Public Records of Miami Dade County, Florida. I, the undersigned agent, hereby certify that - the transaction insured herein is governed by RESPA, Yes ® No ❑ - and rf 1 answered Yes to the above that I have performed all "core title agent services," .Yes ® No ❑ Issued By: Rapid Title Services Company 14358 MEMBER NO Attorney Member Signature 12000 Biscayne Boulevard, #500 N. Miami Florida 33181 Iuuc! III. l,utai.c .u,y nub. ....... .. ....... ..... competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from any adverse judgment or order. (d) In all cases where this policy permits or requires The Fund to prosecute or provide for the defense of any action or proceeding, the insured shall secure to The Fund the right to so prosecute or provide defense in the action or proceeding, and all appeals therein, and permit The Fund to use at its option, the name of the insured for this purpose. Whenever requested by The Fund, the insured, at The Fund's expense, shall give The Fund all reasonable aid (i) in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or proceeding, or effecting settlement, and (ii) in any other lawful act which in the opinion of The Fund may be necessary or desirable to establish the title to the estate or interest as insured. If The Fund is prejudiced by the failure of the insured to furnish the required cooperation, The Fund's obligations to the insured under the policy shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation, with regard to the matter or matters requiring such cooperation. 5. Proof of Loss or Damage In addition to and after the notices required under Section 3 of these Conditions and Stipulations have been provided The Fund, a proof of loss or damage signed and sworn to by the insured claimant shall be furnished to The Fund within 90 days after the insured claimant shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the defect in, or lien or encumbrance on the title, or other matter insured against by this policy which constitutes the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If The Fund is prejudiced by the failure of the insured claimant to provide the required proof of loss or damage, The Fund's obligations to the insured under the policy shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation, with regard to the matter or matters requiring such proof of loss or damage. In addition, the insured claimant may reasonably be required to submit to examination under oath by any authorized representative of The Fund and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any autho- rized representative of The Fund, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of policy, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of The Fund, the insured claimant shall grant its permission, in writing, for any autho- rized representative of The Fund to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the loss or damage. All information designated as confidential by the insured claimant provided to The Fund pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of The Fund, it is necessary in the administration of the claim. Failure of the insured claimant to submit for examination under oath, produce other reasonably requested information or grant permission to secure rea- sonably necessary information from third parties as required in this paragraph shall terminate any liability of The Fund under this policy as to that claim. 6. Options To Pay or Otherwise Settle Claims; Termination of Liability In case of a claim under this policy, The Fund shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Insurance. To pay or tender payment of the amount of insurance under this policy together with any costs, attorneys' fees and expenses incurred by the insured claimant, which were authorized by The Fund, up to the time of payment or tender of payment and which The Fund is obligated to pay. Upon the exercise by The Fund of this option, all liability and obliga- tions to the insured under this policy, other than to make the payment required, shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation, and the policy shall be surrendered to The Fund for cancellation. (b) To Pay or Otherwise Settle With Parties Other than the Insured or With the Insured Claimant. (i) to pay or otherwise settle with other parties for or in the name of an insured claimant any claim insured against under this policy, together with any costs, attorneys' fees and expenses incurred time of payment and which The Fund is obligated to pay; or (ii) to pay or otherwise settle with the insured claimant the loss or damage provided for under this policy, together with any costs, attorneys' fees and expenses incurred by the insured claimant which were authorized by The Fund up to the time of payment and which The Fund is obligated to pay. Upon the exercise by The Fund of either of the options provided for in paragraphs (b) (i) or (ii), The Fund's obligations to the insured under this policy for the claimed loss or damage, other than the payments required to be made, shall terminate, including any liability or obliga- tion to defend, prosecute or continue any litigation. 7. Determination, Extent of Liability and Coinsurance This policy is a contract of indemnity against actual monetary loss or damage sustained or incurred by the insured claimant who has suffered loss or damage by reason of matters insured against by this policy and only to the extent herein described. (a) The liability of The Fund under this policy shall not exceed the least of: (i) the Amount of Insurance stated in Schedule A; or, (ii) the difference between the value of the insured estate or interest as insured and the value of the insured estate or interest subject to the defect, lien or encumbrance insured against by this policy. (6) (This paragraph dealingwith Coinsurance was removedfrom Florida policies.) (c) The Fund will pay only those costs, attorneys' fees and expenses incurred in accordance with Section 4 of these Conditions and Stipu- lations 8. Apportionment If the land described in Schedule A consists of two or more parcels which are not used as a single site, and a loss is established affecting one or more of the parcels but not all, the loss shall be computed and settled on a pro rata basis as if the amount of insurance under this policy was divided pro rata as to the value on Date of Policy of each separate parcel to the whole, exclusive of any improvements made subsequent to Date of Policy, unless a liability or value has otherwise been agreed upon as to each parcel by The Fund and the insured at the time of the issuance of this policy and shown by an express statement or by an endorsement attached to this policy. 9. Limitation of Liability (a) If The Fund establishes the title, or removes the alleged defect, lien or encumbrance, or cures the lack of a right of access to or from the land, or cures the claim of unmarketability of title, all as insured, in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation, including litigation by The Fund or with The Fund's consent, The Fund shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, ad- verse to the tide as insured. (c) The Fund shall not be liable for loss or damage to any insured for liability voluntarily assumed by the insured in settling any claim or suit without the prior written consent of The Fund. 10. Reduction of Insurance; Reduction or Termination of Liability All payments under this policy, except payments made for costs, attorneys' fees and expenses, shall reduce the amount of the insurance pro tanto. 11. Liability Noncumulative It is expressly understood that the amount of insurance under this policy shall be reduced by any amount The Fund may pay under anv policy insuring a mortgage to which exception is taken in Schedule B or to which the insured has agreed, assumed, or taken subject, or which is hereafter executed by an insured and which is a charge or lien on the estate or interest described or referred to in Schedule A, and the amount so paid shall be deemed a payment under this policy to the insured owner. 12. Payment of Loss (a) No payment shall be made without producing this policy for endorsement of the payment unless the policy has been lost or de- stroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of The Fund. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and The Fund will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to The Fund, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to The Fund by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the estate or interest insured by this policy. 4. Any claim, which arises out of the transaction vesting in the insured the estate or interest insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (a) the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer; or (b) the transaction creating the estate or interest insured by this policy being deemed a preferential transfer except where the preferential transfer results from the failure: (i) to timely record the instrument of transfer; or (ii) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. 1. Definition of Terms The following terms when used in this policy mean: (a) "insured ": the insured named in Schedule A, and, subject to any rights or defenses The Fund would have had against the named insured, t hose who succeed to the interest of the named insured by operation of law as distinguished from purchase including, but not limited to, heirs, distributces, devisees, survivors, personal representatives, next of kin, or corporate or fiduciary successors (b) "insured claimant ": an insured claiming loss or damage. (c) "knowledge" or "known ": actual knowledge, not constructive knowledge or notice which may be imputed to an insured by reason of the public records as defined in this policy or any other records which impart constructive notice of matters affecting the land. (d) "land ": the land described or referred to in Schedule A, and improvements affixed thereto which by law constitute real property The term "land" does not include any property beyond the lines of the area described or referred to in Schedule A, or any right, tide, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways, but nothing herein shall modify or limit the extent to which a right of access to and from the land is insured by this policy. (e) "mortgage ": mortgage, deed of trust, trust deed, or other security instrument (f) "public records ": records established under state statutes at date of Policy for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. With respect to Section 1(a) (iv) of the Exclusions from Coverage, "public records" shall also include environmental protection liens filed in the records of the clerk of the United States district court for the district in which the land is located. (g) "unmarketability of the title ": an alleged or apparent matter affecting the title to the land, not excluded or excepted from coverage, which would entitle a purchaser of the estate or interest described in Schedule A to be released from the obligation to purchase by virtue of a contractual condition requiring the delivery of marketable title. 2. Continuation of Insurance After Conveyance of Tide The coverage of this policy shall continue in force as of Date of Policy in favor of an insured only so long as the insured retains an estate or interest in the land, or holds an indebtedness secured by a purchase money mortgage given by a purchaser from the insured, or only so long as the insured shall have liability by reason of covenants of warranty made by the insured in any transfer or conveyance of the estate or •,,,t;., t.•,ttnnr nne force in favor o Rill' purchaser CONDITIONS AND STIPULATIONS from the insured of either (i) all estate or interest in the land, or (ii) all indebtedness secured by a purchase money mortgage given to the insured. 3. Notice of Claim To Be Given by Insured Claimant The insured shall notify The Fund promptly in writing (i) in case of any litigation as set forth in Section 4(a) below, (ii) in case knowledge shall come to an insured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as insured, and which might cause loss or damage for which The Fund may be liable by virtue of this policy, or (iii) if title to the estate or interest, as insured, is rejected as unmarketable. If prompt notice shall not be given to The Fund, then as to the insured all liability of The Fund shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify The Fund shall in no case prejudice the rights of any insured under this policy unless The Fund shall be prejudiced by the failure and then only to the extent of the prejudice. 4. Defense and Prosecution of Actions; Duty of Insured Claimant To Cooperate (a) Upon written request by the insured and subject to the options contained in Section 6 of these Conditions and Stipulations, The Fund, at its own cost and without unreasonable delay, shall provide for the defense of an insured in litigation in which any third party asserts a claim adverse to the title or interest as insured, butonlyas to those stated causes of action alleging a defect, lien or encumbrance or other matter insured against by this policy. The Fund shall have the right to select counsel of its choice (subject to the right of the insured to object for reasonable cause) to represent the insured as to those stated causes of action and shall not be liable for and will not pay the fees of any other counsel. The Fund will not pay any fees, costs or expenses incurred by the insured in the defense of those causes of action which allege matters not insured against by this policy. (b) The Fund shall have the right, at its own cost, to institute and prosecute any action or proceeding or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or interest, as insured, or to prevent or reduce loss or damage to the insured. The Fund may take any appropriate action under the terms of this policy, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this policy. If The Fund shall exercise its rights under this paragraph, it shall do so diligently. (c) Whenever The Fund shall have brought an action or interposed a defense as required or permitted by the provisions of this policy. The American Land Title Association Owner's Policy - 10- 17 -92) (With Florida Modifications) .. ...�...,,�- �..9.- .......:...«., ... ..mow a .,.<.. ...._,,. .••■•....*. -. W,.......,.sO.Y- ....... OWNER'S TITLE INSURANCE POLICY Attorneys' Title Insurance Fund, Inc. SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B AND THE CONDITIONS AND STIPU- LATIONS, ATTORNEYS' TITLE INSURANCE FUND, INC., a Florida corporation, herein called The Fund, insures, as of Date of Policy shown in Schedule A, against loss or damage, not exceeding the Amount of Insurance stated in Schedule A, sustained or incurred by the insured by reason of: 1. Title to the estate or interest described in Schedule A being vested other than as stated therein; 2. Any defect in or lien or encumbrance on the title; 3. Unmarketability of the title; 4. Lack of a right of access to and from the land. The Fund will also pay the costs, attorneys' fees and expenses incurred in defense of the title, as insured, but only to the extent provided in the Conditions and Stipula- tions. In Witness Whereof, ATTORNEYS' TITLE INSURANCE FUND, INC. has caused this policy to be signed and sealed as of Date of Policy shown in Schedule A, the policy to become valid when countersigned by an authorized signatory. ORLANDO, FLORIDA By Attorneys' Title Insurance Fund, Inc. OPM - ,sy'64e/A Charles J. Kovaleski President SERIAL 2076025 FUND FORM OPM (rev. 3/98) I Rapid , ,1I11II I I Title Services 1111111 11 IIJIIIIIUIh. Company 12000 Biscayne Blvd., Suite 500 Refer to file no. North Miami, Florida 33181 Telephone :. (305) 891 -6082, Fax : (305) 895 -7137 E -Mail : RAPIDTSC @aol.com October 5, 2001 494 -01 P Mr. and Mrs. WILLIAM WITIAK, JR. 665 NE 97 STREET MIAMI SHORES, FLORIDA 33138 Re: Purchase from Gueliz, Inc., a Florida corporation Dear Mr. and Mrs. Witiak: We are pleased to enclosed the following original documents with regard to the above captioned transaction. 1. Original Attorneys' Title Insurance Fund Owner's Title Insurance Policy, Numbered OPM- 2076025 2. Original recorded Warranty Deed. These documents should be kept in a safe place, along with your other important papers. It has been a pleasure to serve you, and if we can be of any further assistance to you, please do not hesitate to contact us. Very truly yours, RAPID TITLE SERVICES COMPANY RICH A. GOLDEN, ESQ. RAG:mo Enclosures attached survey, performed by Further, Affiant sayeth naught. Witness(sign and print) S Iiorpj VI/ar AFFIDAVIT STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affiant, l.J'• �l�a 1', CL tjr. does hereby attest that the (property owner) e s /i (name of surveyor's company) performed on 114.)4..) 1? 3000, is an accurate representation of the existing conditions and (date of locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. 01( Affiant/Property owner Witness(sign and print) SWORN TO AND SUBSCRIBED before me this / 0 day oir5 . C0 0 ( Affiant personally lmown to me, produced as identification RAIN • • ••• • • • ••• •• •• • • • • ••• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • ••• OCT -05 -2001 1206 RCCL HOTEL HR Hi Rich, 305 539 3939 P.01 • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • 000 • • • • 000 •• • • TO: RICHARD JONES • • • • • FAX #: 305-663 -0980 FROM: SHELLEY WITIAK DATE: OCTOBER 5 2001 RE: APPRAISAL REPORT TOTAL # OF PAGES INCLUDING COVER 12 •• • •• ••• •• As promised here's the Residential Appraisal Report. We are having another copy mailed to us, so if this doesn't appear clear then we can get you a hard copy on receipt. Let me know if it comes through OK and if you need anything else. Thanks and regards, • • OCT -05 -2001 12:06 14. �4. RCCL HOTEL HR ■ ■ look iota/Ivo &4T . .. : : NR+rerdlir(71ter#e ToMWL•1r*1iH1!' 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J4.1 • .11,.11T7• • •Ok - leL .�... 1, e ' AREA . 1 • : • eb j J►LT S11RV Y WAS : I.iu Z. • . .l•.�_ • gENC1VATtfNi wawa e•*arcreUl taihlow (ad a, bul •al lhnlud • Marko vista, lab =mom rmd;rani N roe Opwvor r mamma or i arnod"ale ricina We abaci amour L l a:. , • ...I. • .. .1 _ .. I _ . 4.14 ! ..1.: .1 , • • .1. MI • 0. WSlbA1ID■ fad ❑ Colag MAIM e Prao•'o ems. Fqa Lift Orr ® Eills Fu1 laserrel II imommilmesiolommiiimonmermurriumorminiiiimv Arlit Rll lre>oly Waal am ;DWI Hon IRS; 1. • _. - 1 • • a, n. I: , •I 0- • _ • n..•.• • . 1i.1 7: '11 -71 =u ,. l 1 ,.. •�7..7..a!• ,.1f:: n.:• .., • ._ t.". 1 ' C•ndldan04 Ow lialown,l7:Aeproctiko aqua. Ivrearai. u tiu . Ilpehnee de,quaagelleaSr0a11011.fermoell •dik tG• .! = w1•., •:: .•1:. • I - , .c:. d c • • . 1.1 1 .ti . _ : .:4: • . , I OCT -05 -2001 1207 010416190, Modest V16r d IAIp10 dad • As4rVdat OMDoors* 1111 OG7-05 -2001 10159 RCCL HOTEL HR Don Mewing . Ceaaulto Ord Mu d woriirrawairstri 1•i31:13 «.i„ Iii C 4l;1:"••••• •!: 1fCt 11: 1. • • u.a 1. 1 a.. -._ • App_ • L ii 41W7a.t_ .0 14 >� 1• I :wu rr•m.mr • ^ � -_ , . �i 1 •. �r 1_I. atii'IA�.:•�In:P.r /�Y� WG. C: :�1:.Q_.il ee►�/!<:= �;!.IFJ�'b1.� II 1.1 ql I�:QLr /l SPA =1 x:111 :.11 . :1�� .; - .i.1/ _ 7_.11 :, 1.: Y. •, ]. 1► - - rummy iiirnsnra L''}/'ru"'r� _2T>31• c_ [ _.c. ITT i� _ : o ..:: _,. EFRIPMEWMIIIIMPRIM, 1.• 1 _ . ll• �• .I' m ., h airms 71, �• II• _ 71 11' I■I'.� %101..__ ©�DE�T.'176_I?llil'� 111 • Camel .nmS1rComilene *Wee Fie smpd..•.. .=W I,mSere .. eel. - • ..- _: 4 1 _. !AG 1• I. 1. -:w • I. 1• ./7 ! -l4 a .1 _. 17 . i : 1 . 7∎:.DIa1:Il11 ....m. ..11, 71:IlA -fSI Iar. :I • kut,∎19 col, .«Qul'J - 1:e 1 -I 14.1:YL1:.rF)a►; 1111: u r. 7 : 11, Ye1..d. Lb:a1Ta r q, ,.0 '• L• . •d_T•1+i_•:Ftw.•PI_12•{N.IV :p•- - LAW.4 *0:1.441:.4):11:I:11 lvad4 u. .I l Lw 4,r _ •, �s .1.:•!F Lkle• memo GI1 11100 WA km* Mugu $174.000 FARS tieu lwr d mew kr41141t•N 1pnrnat N/A FARES MAION0.F WA FARES mot mama i r q oar ,ra d t111e•vA woe ail part. tie ea r.aalra: 11 a Th1Nodal U ooa i i 7/ L9 Colleens el Ambit Flay AROM1 1110M1 Oil IR a 111 I1pe1 amid IasM S= tt teed;lioA9 YlIId Not ■ seojeal le eargeel l4, on pleas zed seetleaseera. 1• •i K .4 w. • I_ • PI e =� . I ° : l.a eel1.. • 4. -' i.. 4.....I , .I «• .:.1 . a .w► ■ ., it ail . .1., :;a r13. FINTRY Aaae Go/e 60$1 • k11 R ' �l- al*CATECUWE MIAMI DIN111 11. IBF1o11l1 • • •• Ipl. M. howls 0I iLll Nome (6041 a, alma of mu .01,111 Uto Nut owe tux raktd lee rat KA. W • Fl•IA lit • eOaW11.m ls .00hleMaroAa414 I&C,111. CST 1?A� 111Nfl•VAt 1►• Ala. Soo Rio Nu fl1r V7 > II ESMMT &1SI1EVALUE ■ s 1312201 ESIYMIFA •lFRODtCTIOM CA$1 AEIV OF 111PROYEI1fATIS 0•01a0 9 R ®1 ZEAL .8 lesson saws • eaeostIoNn - ILI Se. R. 682 lw Doela e) enune 701 nil A•Ri/C11. '939OF SG74)Q A• 7SfY112 1144 lam 44IN1.1prellel b'0Nemif1 the 111(111 glee el lie tad moor 1•t b as NNW Su* repot Nadal' 91214ave ol+dAlaal nk 6• alaloaUor; coleNe• lad Wee MOWN, 6111 =PI all• NeoldIt1 d4, ONO lath $%44 Frldtlil Nee Ferro 129,771,1, kit Fo•11106 11/93 _ ). IMO)891WTE THE MUM SAM lSmum to1NE UAL NOSErVIDS1I 1D6 Mir INTRO 1 (PI1i,As0i ujjY11 /Mit (4114111 11 511 01T1011.4041104 ANS 111 R4101171 RUE W 11941 1M311 11111 1 37741111 281msc66 SWUV4101f IMAM I04)V IF DORM* 14041 ❑ DidEj OWN Vow Nonal Saf• Crflmia r Or BO Wes 5 411 tr61 Mar Frail%A•o Final Fab .iMtllrq W wj•lliat0 lW Spine Wen ' 1•.11 Nue we rpm Idll 6•21 305 539 3939 P.03 • ..... ••• • • ••• •• •• • • • •• •• • '• • • • • • ••• • • • • P • • • • • • • • 77k P.03 • • • • • •• • OCT -05 -2001 12:05 Ytllw•• &Men RCCL HOTEL HR Frier* Ire For » i.1 PN tor se,r.0,rdle{Yi1Pel.silbuiWar W0186S'd1e7 OCT -05 -2801 10;59 2812565066 305 539 3939 P.04 • %.,,J111 , ••• • • • ••• •. ••• • • • •• .• • • • • • • • • • • • • • • ••• • • • L. , , 1.>1. .77= . ' �Q.IfG1G4G11 •.�.t'. c / am p 1, AMM _ E=imormaimrzromo =rim mu rr1Iiiriri gpo un=mrim-rm irr unnwn = wri=imi m Cowin M Sik• Dionne Wan th•••6091P•Orril rogirbaly 4 M R1p10dp7d. elf): TO }IPI P MARI THP a eaplr•n 'Arm NATI O MAO trot VAI I tM BA1) M l 1"4012 .. .. _ r .I • ..u. ... ...In. 1.:, • R. _ . 1. .!!•1 . _ : . ... ■C.. .1 - c 'el . :nl. .....1.; :/ :•1_ .la. • • ..•:_. • 7 •... MAR CA1 AL CESINP .•:.:/ .1.”. /1.1 •.. .111. ... ,; .1a .411M. Z. _ . , , . ... .14 - Dae, eMa W ddei 23100 WA km* priori's 8170,000 FMS 11Amps eleselml pgpt • RAsis sa 1L' 1aed!! m a& allraedea ped. pl sdeleef ele ll my drgm w m Wdn mpintim orp rrreeea a m ewa mewl onise SERIAL APP : - No r., u7 L1• I •_..7 Fmk Mu e.r ,pe. P.04 • • • • • • • OCT -05 -2001 1209 RCCL HOTEL HR .� • � t •• • • • • • • • • • • • • • • • • • • • wmix /amal OK Po: snort • +•M 0ty MIAMI ItHOWIC 4' MLMf.: &fl Std E. • a Cask •" "'0 ▪ • � - • • • • • RrnderiC*4 O�t•btc Fvunmmr; " • • • • • • • • • .•• ASBBUUMENTDATA: PAGE 1QFI --_ TOTAL VALUE! $160,123 •• • • • •• ••• •• • • • • • • • . •• LEGAL DES 0111 MIAMI SHORES SSC 4 AMD PO 15.14 LOT 20 & E 1/R OF !OT 39�L.QCX i9f • • • APPRAISAL DEVELOPMENT & REPORTING PROCESS: • • • • • • • • • • • • • THIS IS A SUMMARY APPRAISAL REPORT WHICH 15 INTENDED TO COMPLY WITH THE REPORTING REQUIREMENTS SET FORTH UNDER STANDARDS RULE 2.2 OF THE UNIFORM STANDARDS OF PROFESSIONAL APPRAISAL PRACTICE FOR A SUMMARY APPRAISAL REPORT. AS SUCH, IT PRESENTS ONLY SUMMARY DISCUSSIONS OF THE DATA, REASONING AND ANALYSES THAT WERE USED IN THE APPRAISAL PROCESS TO DEVELOP THE APPRAISER'S OPINICN OF VALUE. SUPPORTING DOCUMENTATION THAT 15 NOT PROVIDED WITH THE REPORT CONCERNING THE DATA, REASONING AND ANALYSES IS RETAINED IN THE APPRAISER'S FILE. 71E DEPTH OF THE DISCUSSION CONTAINED IN THN REPORT IS SPECIFIC TO THE NEEDS OF THE CLIENT/USER, OLYMPIC FUNDING. THE APPRAISER IS NOT Rl16PONSIBLE FOR UNAUTHORIZED USE OP THIS REPORT. THiB REPORT 1S FOR LENDING PURPOSES ONLY. SUBJECT PROPERTY: TWIT ADDE1DLJM nt• k 21161 T1iE SUBJECT PROPERTY S A ONE STORY HOME THAT HAS BEEN COMPLETELY REMODELED WI11iIH THE PAST 9 MONTHS. PER THE OWNER THE FOLLOWING UPGRADES HAVE BEEN COMPLETED AT A COST OF APPROXIMATELY $86,000; NEW PLUMBING, NEW ELECTRICAL SERVICE, PEW CENTRAL AIR CONDITIONER, RESURFACED HARDWOOD IRDORS, IN TERIORJDCTERIOR PAINTING, NEW CARPETING, NEW KITCHEN CABINETS. APPLIANCE, NEW W1NDOWS, 5 HEW DOORS, ALL NEW BATHS WITM MARBLE FLOORING, JACUZZI TUB IN WASTER BATH, SEALED ROOF, STORM PANELS AND LANDSCAPING. THE SUBJECT HAS A CONCRETE SLAB IN THE GARAGE AND RECREATION ROOM AND PILINGS WITH A CRAWL SPACE UNDER THE MAIN PORTION Of THE HOME. THIS 15 TYPICAL FUR THIS AREA OF MIAMI - DADE. THE SUBJECT HAS A SEPTIC TANK WHICH 15 COMMON FOR HIS AREA AND DOES NOT ADVERSELY AFFECT 175 VALUE OR MARKETABILITY. SUBJECT NEIGHBORHOOD: THE SUBJECT LS LOCATED IN AN AREA THAT HAS BEEN UNDERGOING GENTRIFICATION. THE OLDER MOM ARE BEING TOTALLY RIMODCLa OR RAZED FOR THEIR SITES. COMPARABLE SALES: ALL FOUR SALES ARE SIMILAR HOMES THAT ARC LOCATED IN TM! SUBJECT'S IMMEDIATE MARKET AREA. THE SALES UTILIZED ARE BELIEVED TO BE THE BEST AVAILAELE AT THIS TIDAL?. FINAL. RECONCSIATIbN; THE ESTIMATED MARRO' VALDE OF $327,500 IS BRACKETED AND SUPPORTED BY THE ADJUSTED SALES PRICE RANGE. WWI O:WM *WY WPM ibit4% tV OCT -8$ -2801 1v80 281256 305 539 3939 P . 05 77• P.85 LIVING AREA BREAKDOWN P.uMOowp tsu010hI4 alarm itia•a 14.4 . a0.5 X49. u.0 a 23.0 41.0 .05 23.0 a 30,7 001.7! 42.5 2 42.3 471.20 4.0 r 21,t 140.00 5 Areas Total (rounded) 2S7t OCT -05 -2001 1209 aamM•rrwwany 1. RECREATION RC)OM 1/2 BAt14 BEDROOM GiARAGE..1 TOTAL LIYABIE (It711n00d) RCCL HOTEL HR BorrowtriOlei 5V171A Amu ,fw4 air 07 S Cry Mad ciaraisc 1.100.1N IN .OLVELLEURIE 2 44.0' a WIC FAMILY ROOM g WIC KJTCFtEN pAWRiiAG [7— 17.s 23.7 LIVING ROOM OM, ad.4i Awn em. 00 'Mt, Oa 514 Gump alt, 00 070.00 Ora sevilr 70.00 05.00 OCT-05 -2201 tLi20 2Bt2025066 305 539 3939 P.06 • 'p • . • • • • °:° • • • ,__ • • • • • • • • • • • • • • • • • • • • • • t„ BEDROOM ENT. ri103T01# BEDROOM CL MST w d E!'mOOM 10.0 OltyOgr0WU Span Mo4Caton 101016.04717 • • • l 114. 21162 • • • 04 :050 .13A331• State �1 : Use 7 4 10 — • • • • • • • r s c -r ■ • • • 1011111•11••■ •• • • • •• • • ••• • •• • • • • • • •• • • • •• • •• • • • • • • 77x_ P. • ••• OCT -05 -2001 12:10 RCCL HOTEL HR • • • • • • • • • • : • • • • • • • • • •FI606 Piro Paqs • • • .•• • SYRIECT PHOTOGRAPH MOM* • • • • • • • • • • • • : • Bono.edgiai, wmA r c tr Hraar s.°xFCSS UMWOlem • v:da m µ!AMT.SWp SWC R _ • • • i3 •• • 2pograI8• • • • • • • • • • • • . • t_ II . .....:l • 0 . • Front View ROfr Vow Street Vkw UssonsomoolO (wnewon • • • ••• •.• • 305 539 3939 P.0" • • • • • • • • • • • • • • • •• • • • • • • • 007 -05 -2001 11 00 2SiGSIRESO 77% P. • • • • ••• OCT -05 -2001 12:10 RCCL HOTEL HR OCT -03 -2881 11 • • • •• • • • ••• • • • • • • • F l S Panic • • • 1•S • • • INTERIOR w�T * « • • • • • • • i • •• • • • •• •• • • • • • • • • • • • • • • • •• •• 77: 305 539 3939 P.09 • P. 65 OCT -05 -2001 12:11 RCCL HOTEL HR Bonnwer/CliEt WT LAK Wag i -tif 9LEC 7 Cilr, warn cl.erews Cfwnh. !n•B t LEfOtnCli211: cx vMPrr RWtlTNr. 305 539 3979 P.09 • . •.• • • • ••. .. •. . . . • •• •. • • . • • • r!:•No Pis! Nor • • • •.• • IM!IpOR 9OaRCT PHOTOeRMII Alfa NoLel • : • : • • • yr vtwwt OCT -05 -2801 11:01 2812885066 s • Sub: BL -- --t gip Cope i, Lig. • • • • • • • • • • • • • • _A._..... • • • • — • ••• • ••• •.• • .•• Kitchen •• • • • •• ••• •• • • • • Living Room frog Dm►rww ig IOV *WM MOM Cwgnr 340/1*0 /1t • • • • • .• •• 77% P.u_q OCT -05 -2001 12!11 0CT aBB1 11cB1 RCCL HOTEL HR 305 539 3939 P.10 • • .•• • • • ••• •• • ••F'!'�,,69; wrrur Add= kriARAMEEX GMT $rrommewarn Coin ______ E 8a M . • by Corir ]9139 • • • Waage R/t[: • • • • • • • • �— • • • • • • sales drnpardbts 1 Rant view • • 921;0 NEi7AVENUE• • • • • • •• al12M5E58 Z b 50 : tin. S7Yt� �icr• � • • • Olor& IMiutka: • • • • low Rome 7 • • • • • Total Ballrooms: 9 Total I Ne.m : 3.00 lot�lom AV( AG6 Bales oorryarable 2 Hone 'Vow Aflame: 435 NE 101 STREET Prot. lo SuOir. .25 KIM NOA11iwFST' 93let Price: S 320000 $roes tnloQ aea: 2776 TOW Rooms: 8 ToBt Bottom. 4 TOW SaltQOn1S 3.50 tab6Cll: AVERAGE Sala Comparable 3 Front Vlew AOOre:&: 280 NE 45 STREET P r e . ioSuLle t .30 MILES.SOUTNWE5,, sal PAc! S 309000 Ron thing AIM 2•12 Tool Rooms: 7 Total Bebooms: 3 Total 9anvarnnc: 2.00 Location: nvERLGE • •• • • • • • ••• 77x. P, 18 OCT -05 -2001 12:12 City: rrtAMF vast Cotswy: jilAP44IADE SW a--.....:_a_ a*,o Mel 23.133..,,` r. • I . e•degClient N Y '',g,tp • • _ • • • t • • • • • • AorrortVClxm: )y11ar Rodnsc 5R5.� 92.E RCCL HOTEL HR • • • COMPAIKEILE PHOTOGRAPH A1fDETuM 1 . • • • • • • YIN Ns •.aas•RaNCal4 WOW Wmi0ne•Cake! reaa% 17 • • • • • • ••• •• •• • • • •• •• • • • • FIUMe tl I.� Pwy• 15 ••• • ••• ••• Sales Compareole a Front view S i i 0NE: •• • Pioslo Sutl is . 20 ILeggelitlekST • • Sala t • swim • • • • Gibes :ia4 te? 23 ii? • • • • • • • Total Sono. 7 Toal ecaroorno 3 TOa: Elatoms 2.0 Weill go AvEkAGE Adores: Pros to Sublet, Sales Price: t Gross liuilp Aran: TaniROOms Top] Bedroom Total fialluoams: lopiian: Prot to 5uo {it't: $ales Price, s GrasaLiving AM' Total Rooms Ta al 11e0oomr. Total Bet rooms: lateti0a: 7. 15 53 7979 P .11 • • • •• • • •• toCT -es -2001 11:32 2312835066 77% a. is OCT -05 -2001 12:13 RCCL HOTEL HR Croy 5111 6_ r 0 Code ¶ 1 $ • • • • •. !i I#LW 1 wr / ja V NW r; ./. urroll......1 11r3,,/ ; MIMI . rue --riime KW= ma ig gpiall. ml INN PIM .. oin7onW pa �' a it A•�= raw= A mirri4=0~ 11111111 MI Admetiktiffaimir 1111111117ratielliri .71,1,_. irmiuma"..moor la 1111111/1111111111111111* "Pia_SAIIIII IIMMIIIIIIIIIIIt rilliarlimmo inumuraff, rimilinErna UN � �.,. ��; Au 1 k* rommor Am ii11 111. " 11- Ci li r f &I:6mm NM =111 1ri�i w"'� ' .,,, t iffitim' MI S mi mr _ «fan _„...„ Addms irraf 4T RTIFFT _ _ Qty rau.1 comm tharsiar pen we Ilbll GINI* MC) MOM 305 539 3939 P.12 .T • • • • • • • •.• • .• • • •• OCT- 05-2091 L.1:02 M12895066 76% P.12 TOTAL P.12 it1RM 600A -97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: Witiak's Residence 665 NE 97th Street Miami Shores, Fl Witiak South Builder: Permitting Office: Permit Number: Jurisdiction Number: 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type _ a. Clear - single pane 0.0 ft _ b. Clear - double pane 0.0 ft _ c. Tint/other SC /SHGC - single pane 246.0 ft _ d. Tint/other SC /SHGC - double pane 0.0 ft 8. Floor types a. Slab -On -Grade Edge Insulation R =0.0, 134.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R =5.0, 658.0 ft _ b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Not In Attic Sup. R =6.0, 110.0 ft _ b. N/A Addition Single family 1 1 No 560 ft R =30.0, 560.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 24.2 kBtu/hr _ SEER: 12.00 Cap: 17.0 kBtu/hr _ COP: 1.00 Cap: 30.0 gallons _ EF: 0.90 Glass /Floor Area: 0.44 Total as -built points: 7370.80 Total base points: 8233.10 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: / 00 I I hereby certify that this building, as designed, is in compliance with the Florid - j ay Code. OWNER/AGENT: DATE: EnergyGauge® (Version: FLRCPA -203) Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: . FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 665 NE 97th Street, Miami Shores, FI, PERMIT #: EnergyGauge® DCA Form 600A -97 EnergyGauge ® /FlaRes'97 /98 FLRCPA -203 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang . Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 560.0 53.20 5362.8 Single, Tint N 1.6 9.5 66.0 27.68 0.97 1780.6 Single, Tint W 1.6 6.0 20.0 54.85 0.90 992.5 Single, Tint N 1.6 6.0 20.0 27.68 0.93 515.7 Single, Tint N 1.6 6.0 20.0 27.68 0.93 515.7 Single, Tint N 0.0 0.0 20.0 27.68 1.00 553.5 Single, Tint N 1.6 6.0 20.0 27.68 0.93 515.7 Single, Tint N 1.6 7.8 20.0 27.68 0.96 530.3 Single, Tint N 1.6 7.8 20.0 27.68 0.96 530.3 Single, Tint S 11.0 7.8 20.0 52.00 0.48 496.0 Single, Tint S 11.0 7.8 20.0 52.00 0.48 496.0 As -Built Total: 246.0 6926.3 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Concrete, Int Insul, Exterior 5.0 658.0 2.00 1316.0 Exterior 658.0 2.70 1776.6 Base Total: 658.0 1776.6 As -Built Total: 658.0 1316.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Under Attic 559.1 0.80 447.3 Under Attic 30.0 560.0 0.80 448.0 Base Total: 559.1 447.3 As -Built Total: 560.0 448.0 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = -Points Slab 134.0(p) -20.0 - 2680.0 Slab -On -Grade Edge Insulation 0.0 134.0(p) -20.00 - 2680.0 Raised 0.0 0.00 0.0 Base Total: - 2680.0 As -Built Total: - 2680.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 560.0 18.79 10522.4 560.0 18.79 10522.4 . FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 665 NE 97th Street, Miami Shores, FI, PERMIT #: EnergyGauge® DCA Form 600A -97 EnergyGauge ® /FlaRes'97 /98 FLRCPA -203 BASE AS -BUILT Summer Base Points: 15429.1 Summer As -Built Points: 16532.7 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier Cooling Points 15429.1 0.3560 5492.8 16532.7 1.000 1.043 0.284 1.000 16532.7 1.00 1.043 0.284 1.000 4900.0 4900.0 FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 665 NE 97th Street, Miami Shores, FI, PERMIT #: EnergyGaugen' DCA Form 600A -97 EnergyGauge ® /FlaRes'97 /98 FLRCPA -203 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 665 NE 97th Street, Miami Shores, FI, PERMIT #: EnergyGauge® DCA Form 600A -97 EnergyGauge ® /FlaRes'97 /98 FLRCPA -203 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Points .18 560.0 2.02 204.1 Single, Tint N 1.6 9.5 66.0 4.98 1.00 327.3• Single, Tint W 1.6 6.0 20.0 4.60 1.00 91.8 Single, Tint N 1.6 6.0 20.0 4.98 0.99 98.7 Single, Tint N 1.6 6.0 20.0 4.98 0.99 98.7 Single, Tint N 0.0 0.0 20.0 4.98 1.00 99.6 Single, Tint N 1.6 6.0 20.0 4.98 0.99 98.7 Single, Tint N 1.6 7.8 20.0 4.98 0.99 99.0 Single, Tint N 1.6 7.8 20.0 4.98 0.99 99.0 Single, Tint S 11.0 7.8 20.0 3.80 1.40 106.2 Single, Tint S 11.0 7.8 20.0 3.80 1.40 106.2 As -Built Total: 246.0 1225.2 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Concrete, Int Insul, Exterior 5.0 658.0 0.90 592.2 Exterior 658.0 0.60 394.8 Base Total: 658.0 394.8 As -Built Total: 658.0 592.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Under Attic 559.1 0.10 55.9 Under Attic 30.0 560.0 0.10 56.0 Base Total: 559.1 55.9 As -Built Total: 560.0 56.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 134.0(p) -2.1 -281.4 Slab -On -Grade Edge Insulation 0.0 134.0(p) -2.10 -281.4 Raised 0.0 0.00 0.0 Base Total: -281.4 As -Built Total: -281.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 560.0 -0.06 -33.6 560.0 -0.06 -33.6 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 665 NE 97th Street, Miami Shores, FI, PERMIT #: EnergyGauge® DCA Form 600A -97 EnergyGauge ® /FlaRes'97 /98 FLRCPA -203 BASE AS -BUILT Winter Base Points: 339.8 Winter As -Built Points: 1558.4 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier Heating Points 339.8 1.0900 370.4 1558.4 1.000 1.090 1.000 1.000 1558.4 1.00 1.090 1.000 1.000 1698.6 1698.6 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 665 NE 97th Street, Miami Shores, FI, PERMIT #: EnergyGauge DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2370.00 AS -BUILT 30.0 0.90 As -Built Total: 1 1.00 2316.36 1.00 2316.4 772.1 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 5492.8 370.4 2370.0 8233.1 4900.0 1698.6 772.1 7370.8 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2370.00 2370.0 30.0 0.90 As -Built Total: 1 1.00 2316.36 1.00 2316.4 772.1 FORM 600A -97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 665 NE 97th Street, Miami Shores, FI, PERMIT #: PASS EnergyGauget"' DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. Additional Infiltration reqts 606.1.ABC.1.3 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (qas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. FORM 600A -97 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 665 NE 97th Street, Miami Shores, FI, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A -22 OTHER PRESCRIPTIVE MEA EnergyGaugeTM DCA Form 600A -97 EnergyGauge ® /FlaRes'97 /98 FLRCPA -203 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC /SHGC - single pane d. Tint/other SC /SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Not In Attic b. N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 80.5 The higher the score, the more efficient the home. Witiak, 665 NE 97th Street, Miami Shores, FI, Addition Single family 1 1 No 560 ft 0.0 ft 0.0 ft 246.0 ft 0.0 ft R =0.0, 134.0(p) ft R =5.0, 658.0 ft R =30.0, 560.0 ft Sup. R=6.0, 110.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip Cap: 17.0 kBtu/hr _ COP: 1.00 _ b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 30.0 gallons EF: 0.90 b. N/A c. Conservation credits (1-ER-Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, RB -Attic radiant barrier, MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 24.2 kBtu/hr SEER: 12.00 *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 a US EPA/DOE EnergyStar your home may qualibr for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638 -1492 or see the Energy Gauge web site at wwwfsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPA -203) N- • IIORM 600A -97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: Witiak's Residence 665 NE 97th Street Miami Shores, Fl Witiak South Builder: Permitting Office: Permit Number: Jurisdiction Number: 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC /SHGC - single pane d. Tint/other SC /SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Not In Attic b. N/A Addition Single family 1 1 No 560 ft 0.0 ft 0.0 ft _ 246.0 ft 0.0 ft R =0.0, 134.0(p) ft _ Sup. R =6.0, 110.0 ft R =5.0, 658.0 ft R =30.0, 560.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 24.2 kBtu/hr _ SEER: 12.00 Cap: 17.0 kBtu/hr COP: 1.00 Cap: 30.0 gallons _ EF: 0.90 Glass /Floor Area: 0.44 Total as -built points: 7370.80 Total base points: 8233.10 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as -designed, is,in compliance with the Florida Energy Code. • OWNER/AGENT: • 4 DATE: EnergyGauge® (Version: FLRCPA -203) Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: k.)RM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 665 NE 97th Street, Miami Shores, FI, PERMIT #: EnergyGauge® DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM' X SOF = Points .18 560.0 53.20 5362.8 Single, Tint N 1.6 9.5 66.0 27.68 0.97 1780.6 Single, Tint W 1.6 6.0 20.0 54.85 0.90 992.5 Single, Tint N 1.6 6.0 20.0 27.68 0.93 515.7 Single, Tint N 1.6 6.0 20.0 27.68 0.93 515.7 Single, Tint N 0.0 0.0 20.0 27.68 1.00 553.5 Single, Tint N 1.6 6.0 20.0 27.68 0.93 515.7 Single, Tint N 1.6 7.8 20.0 27.68 0.96 530.3 Single, Tint N 1.6 7.8 20.0 27.68 0.96 530.3 Single, Tint S 11.0 7.8 20.0 52.00 0.48 496.0 Single, Tint S 11.0 7.8 20.0 52.00 0.48 496.0 As -Built Total: 246.0 6926.3 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Concrete, Int Insul, Exterior 5.0 658.0 2.00 1316.0 Exterior 658.0 2.70 1776.6 Base Total: 658.0 1776.6 As -Built Total: 658.0 1316.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Under Attic 559.1 0.80 447.3 Under Attic 30.0 560.0 0.80 448.0 Base Total: 559.1 447.3 As -Built Total: 560.0 448.0 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 134.0(p) -20.0 - 2680.0 Slab -On -Grade Edge Insulation 0.0 134.0(p) -20.00 - 2680.0 Raised 0.0 0.00 0.0 Base Total: - 2680.0 As -Built Total: - 2680.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 560.0 18.79 10522.4 560.0 18.79 10522.4 k.)RM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 665 NE 97th Street, Miami Shores, FI, PERMIT #: EnergyGauge® DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 BASE AS -BUILT Summer Base Points: 15429.1 Summer As -Built Points: 16532.7 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X' Credit = Component Ratio Multiplier Multiplier Multiplier Cooling Points 15429.1 0.3560 5492.8 16532.7 1.000 1.043 0.284 1.000 16532.7 1.00 1.043 0.284 1.000 4900.0 4900.0 FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 665 NE 97th Street, Miami Shores, FI, PERMIT #: EnergyGauge DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 • FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 665 NE 97th Street, Miami Shores, FI, PERMIT #: EnergyGauge® DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM/ X WOF = Points .18 560.0 2.02 204.1 Single, Tint N 1.6 9.5 66.0 4.98 1.00 327.3 Single, Tint W 1.6 6.0 20.0 4.60 1.00 91.8 Single, Tint N 1.6 6.0 20.0 4.98 0.99 98.7 Single, Tint N 1.6 6.0 20.0 4.98 0.99 98.7 Single, Tint N 0.0 0.0 20.0 4.98 1.00 99.6 Single, Tint N 1.6 6.0 20.0 4.98 0.99 98.7 Single, Tint N 1.6 7.8 20.0 4.98 0.99 99.0 Single, Tint N 1.6 7.8 20.0 4.98 0.99 99.0 Single, Tint S 11.0 7.8 20.0 3.80 1.40 106.2 Single, Tint S 11.0 7.8 20.0 3.80 1.40 106.2 As -Built Total: 246.0 1225.2 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Concrete, Int Insul, Exterior 5.0 658.0 0.90 592.2 Exterior 658.0 0.60 394.8 Base Total: 658.0 394.8 As -Built Total: 658.0 592.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 ■ CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Under Attic 559.1 0.10 55.9 Under Attic 30.0 560.0 0.10 56.0 Base Total: 559.1 55.9 As -Built Total: 560.0 56.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 134.0(p) -2.1 -281.4 Slab -On -Grade Edge Insulation 0.0 134.0(p) -2.10 -281.4 Raised 0.0 0.00 0.0 Base Total: -281.4 As -Built Total: -281.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 560.0 -0.06 -33.6 560.0 -0.06 -33.6 • FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 665 NE 97th Street, Miami Shores, FI, PERMIT #: EnergyGauge® DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 DESIGN LOAD CAPACITY - PSF SERIES -2100 ALUMINUM SINGLE HUNG WINDOWS (1 OVER 1) WINDOW DIMS. DSB -ANN. GLASS 3/18" -ANN. GLASS VIDTH HEIGHT EXT, INT. EXT. INT. 19-1/8 26 -1/2' 37- 53-1/8 26' (3) 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 63.3 66.7 80.0 90.1 19 -1/8" 26 -1/2' 37" 53 -1/8 38 -3/8" (3) 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 63.3 66.7 80.0 87.6 61.3 61.0 76.8 61.0 19-1/8 26 -1/2' 37' 53 -1/8 50 -5/8" (5) 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 63.3 66.7 80.0 104.1 50.0 50.0 62.6 62.6 19 -1/8' 26 -1/2 37- 53 -1/8 57" (5) 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 63.3 65.6 80.0 98.3 - - 57.9 57.9 19 -1/8" 26-1/2" 37' 53-1/8 63" 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 58.7 58.7 80.0 89.0 (5) - - 54.5 54.5 19 -1/8" 26-1/2 37' - 63.3 66.7 80.0 121.4 63.3 66.7 80.0 121.4 74-1/4" - - 80.0 89.4 (6) - - 50.0 50.0 WINDOW WIDTH 49 5/8' MAX. D.L OPG. (FIXED) 1 0 3/16' ANN. GLA i % // / - IT i j + , 1 1 48 1/16 MAX. D.L OPG. (VENT) 50 1/4 MAX. NQ. IN PARENTHESIS [NDICATE Na OF ANCHORS PER JAMB. ROLL FORMED ALUM GLAZING BEAD DSB -ANN. GLASS 3/16' ANN. GLASS BEDDING COMPOUND SCHNEE MOREHEAD 5555 GLAZING OPTIONS ROLL FORMED ALUM GLAZING BEAD BEDDING COMPOUND SCHNEE MOREHEAD 5555 53 1/8' MAX. WINDOW WIDTH 49 5/8' MAX. D.L OPG. (FIXED) • DSB -ANN. GLASS - D.L OPG. (VENT) 50 1/4 MAX. VENT WIDTH U w w TYPICAL ELEVATIONS TESTED UNITS Engr. DR. HUMAYOUN FARDOQ STRUCTURES 7 CENTER ANCHOR 0 HEAD & SILL REOD. ON WINDOWS OVER 26-1/2" WIDE ONLY 53 1/8" MAX. VENT WIDTH MAX. MT. NOTES; 1. THIS STRUCTURE IS DESIGNED AS PEP THE SOUTH FLORIDA BUILDING CODE 1994 EDRION FOR DADE COJNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 "USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. ANCHORS SHALL BE AS LISTED. SP.;CED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATER:AL SHALL BE BEYOND WALL DRESSING OR STUCCO. WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BU I ODE DA /y t.Ls i • . 9 PROOU T CONTROL DIV :SION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOGG -O -0' t 0 . L cs 0 5. drawing no.l W99 -48 N co rn rn a. 0 0 w O 0 z TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2' DRAIN NOTCH AT EACH ENO OF :CREEN RETAINING LEG 4 4 4 4 1/8' SHIM AT EACH CORNER OF SCREEN 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY SEALANT: ALL FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SEALANT, FIXED MEETING RAIL AT ENDS SEALED WITH GE SILICONE. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY SECURITY WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: 3/16 TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. • 3 050-00 -366 ITEM N0. PART NUMBER QUANTITY 1 2 050-00 -375 7 050 -00 -119 8 9 012 -00 -832 AS REQD. 11 12 13 14 15 16 17 18 19 20 21 22 23 050-00 -367 050 -00 -164 050 -00 -492 1 1 2 1 047 -00 -008 004 -00 -003 048 - 00-002 007 -10 -016 4 050 -00 -000 AS REQD. 2 AS REQD. AS REQD. 046 -16 -005 AS REQD. WV -8502 AS REQD. HEAD VENT TOP VENT BOTTOM WOOLPILE VENT SIDE MATERIALS UST DESCRIPTION SILL 6063 —T6 JAMB 6063 —T6 6 051 -00 -160 2 VENT SIDE 6063 —T6 MEETING RAIL FRAME ASSEMBLY SCREW 10 050 - 00-000 AS REQD. VENT ASSEMBLY SCREW ROLL FORMED SCREEN FRAME FIBERGLASS SCREEN MESH SCREEN M ROLL VINYL BULB WEATHERSTRIPPING 6063 —T6 6063 —T6 6063 —T6 6063 —T5 ACRYLIC BASED GLAZING COMPOUND F — SWEEP LOCK 0 7' FROM ENDS IZAMAK MATERIAL MANF. /SUPLIER /REMARKS VINYL ALUMAX TIFTON AL UI AX TIFTON ALUMAX TIFTON TIFTON 1 8 X 3/4' SMS 8 X 1' SMS AMESBURY AS REOD. ROLL FORMED GLAZING BEAD — ALUMINUM SCHNEE MOREHEAD 5555 MARBOLLO INTL OPTIONAL WV -2205 046 -16 -030 1 1/ JAMB FLAP SILL BLOCK AND TACKLE BALANCE VINYL 2 CLOSED CELL FOAM PAD WIBORG WINDOW COMPONENTS 1 X2'X AT EACH CORNER WIBORG Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 1999 - CCE TANCE NO._' D TYPICAL ANCHORS SEE CHART FOR SPACING 1/4" SHIM MAX. APPROVED AS COMPLYING W'TN THE SOU ORIDA B LDING C E BY PRODU P,OL DIV': BUILD4G CO3E C�I S10N O �1 L �� z 0 UI w 0 H 0 O 0 lZ' o_ co rn co 1 0 0 0 z_ z w z -J 0 O N w it w V) N 0 0 Z_ J co 0 c0 Q n rn C Z LL - 0 0 _, < - _ , l ) N C O 0) L C ) 0 0 0 N s q 0 1 v` drawing no.l U /nn A c FRAMF HEAD .812 1 .062 I 1.012 1.387 L.969 J MEETING RAIL 1.350 337 1-- F-- - 2.125 VENT TOP RAIL 1°.938 VENT BOTTOM RAIL 2.327 --j 62 r i SASH SIDE RAIL 1.982 1.375 ) .062 1 I _ 2.123 1 -1375 FRAME JAMS FRAME TOP CORNER FRAME BOTTOM CORNER Engr. OR. HUMMAYOUN FAR000 STRUCTURES FLA. PE 16557 99 VENT TOP CORNER VENT BOTTOM CORNEE APPROVED AS COMPLYING WITH THE SOUTH ORIDA B LOIN CODE DA PROW • •OL DIVISION , BUILDING CODE COMPLIANCE 0b�� ACCEPTANCE N - - c O (.) 0 Z Z I La J z 0 r- 1 N Z I- < < ^ 2 ' ( o rn o ,r, (I!Z w - ° n w U o8� • W t.,, cn TL; p O 0 0 co m co 0 N 0 b I L_ 0 c drawing no. W99 -48 1 J 0 O 0 BASE AS -BUILT Winter Base Points: 339.8 Winter As -Built Points: 1558.4 Total Winter X System = Points Multiplier Heating Points Total X Component Cap X Duct X System X -' Credit = Ratio Multiplier Multiplier Multiplier Heating Points 339.8 1.0900 370.4 1558.4 1558.4 1.000 1.090 1.000 1.000 1.00 1.090 1.000 1.000 1698.6 1698.6 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 665 NE 97th Street, Miami Shores, FI, PERMIT #: EnergyGauge DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2370.00 AS -BUILT 30.0 0.90 As -Built Total: 1 1.00 2316.36 1.00 2316.4 772.1 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 5492.8 370.4 2370.0 8233.1 , 4900.0 1698.6 772.1 7370.8 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2370.00 2370.0 30.0 0.90 As -Built Total: 1 1.00 2316.36 1.00 2316.4 772.1 FORM 600A -97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 665 NE 97th Street, Miami Shores, FI, PERMIT #: EnergyGauge DCA Form 600A -97 PASS 1 EnergyGauge ® /FlaRes'97 /98 FLRCPA -203 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. FORM 600A -97 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 665 NE 97th Street, Miami Shores, FI, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or EnergyGauge DCA Form 600A -97 EnergyGauge ® /FlaRes'97 /98 FLRCPA -203 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 80.5 The higher the score, the more efficient the home. Witiak, 665 NE 97th Street, Miami Shores, FI, 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 24.2 kBtu/hr 3. Number of units, if multi - family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 1 b. N/A _ 5. Is this a worst case? No _ 6. Conditioned floor area (ft 560 ft c. N/A 7. Glass area & type a. Clear - single pane 0.0 ft _ 13. Heating systems b. Clear - double pane 0.0 ft _ a. Electric Strip Cap: 17.0 kBtu/hr _ c. Tint/other SC /SHGC - single pane 246.0 ft _ COP: 1.00 _ d. Tint/other SC /SHGC - double pane 0.0 ft b. N/A _ 8. Floor types _ a. Slab -On -Grade Edge Insulation R =0.0, 134.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 30.0 gallons _ a. Concrete, Int Insul, Exterior R =5.0, 658.0 ft _ EF: 0.90 _ b. N/A b. N/A _ c. N/A d. N/A c. Conservation credits e. N/A (FIR-Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 560.0 ft _ 15. HVAC credits b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Not In Attic Sup. R =6.0, 110.0 ft _ RB -Attic radiant barrier, b. N/A MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar your home may qualifii for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638 -1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPA -203) �� = ORM 600A -97 yot • • . . ••• . • • . • FLORIDA ENERGY EFFICI •• 1 C,1�'• FOR BUILDING CONSTRUCTION Florida Department of Community Ari'airs •. ••• ••• Residential Whole Building Performand:Metho ( I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: hereby certify that this building, as designed, is in compliance with the Florida Energy Code, OWNER/AGENT: DATE: EnergyGauge® (Version: FLRCPA -203) • • • • • •.• Project Name: Witiak's Residence Address: 665 NE 97th Street City, State: Miami Shores, Fl Owner: Witiak Climate Zone: South Builder: Permitting Qffice: • • :" Perri Pet: Jurisilictiotl Nutpbet •• • • . • 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type _ a. Clear - single pane 0.0 ft _ b. Clear - double pane 0.0 ft _ c. Tint/other SC /SHGC - single pane 246.0 ft _ d. Tint/other SC /SHGC - double pane 0.0 ft 8. Floor types a. Slab -On -Grade Edge Insulation R =0.0, 134.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R =5.0, 658.0 ft _ b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Not In Attic Sup. R =6.0, 110.0 ft b. N/A Addition Single family 1 1 No 560 ft R =30.0, 560.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 24.2 kBtu/hr _ SEER: 12.00 _ Cap: 17.0 kBtu/hr _ COP: 1.00 Cap: 30.0 gallons _ EF: 0.90 Glass /Floor Area: 0.44 Total as -built points: 7370.80 Total base points: 8233.10 PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: /0, or FORM 600A -97 EnergyGauge® DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 • • • • •• • • • • • ....• • • •••• • SUMMER CALCULATIONS:':: •�• Residential Whole Building Performance Method A - Details • • . . .. .. •.. • .. • • • ••• • • ... • • • • . .. • • •• • " #: I ADDRESS: 665 NE 97th Street, Miami Shores, FI, • • • ••. • •••. • ••• •• BASE . AplaUlL•T:•. :• •: •• .. • . . ..• .. GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM' X SOF = Points .18 560.0 53.20 5362.8 Single, Tint N 1.6 9.5 66.0 27.68 0.97 1780.6 Single, Tint W 1.6 6.0 20.0 54.85 0.90 992.5 Single, Tint N 1.6 6.0 20.0 27.68 0.93 515.7 Single, Tint N 1.6 6.0 20.0 27.68 0.93 515.7 Single, Tint N 0.0 0.0 20.0 27.68 1.00 553.5 Single, Tint N 1.6 6.0 20.0 27.68 0.93 515.7 Single, Tint N 1.6 7.8 20.0 27.68 0.96 530.3 Single, Tint N 1.6 7.8 20.0 27.68 0.96 530.3 Single, Tint S 11.0 7.8 20.0 52.00 0.48 496.0 Single, Tint S 11.0 7.8 20.0 52.00 0.48 496.0 As -Built Total: 246.0 6926.3 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Concrete, Int Insul, Exterior 5.0 658.0 2.00 1316.0 Exterior 658.0 2.70 1776.6 Base Total: 658.0 1776.6 As -Built Total: 658.0 1316.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Under Attic 559.1 0.80 447.3 Under Attic 30.0 560.0 0.80 448.0 Base Total: 559.1 447.3 As -Built Total: 560.0 448.0 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 134.0(p) -20.0 - 2680.0 Slab -On -Grade Edge Insulation 0.0 134.0(p) -20.00 - 2680.0 Raised 0.0 0.00 0.0 Base Total: - 2680.0 As -Built Total: - 2680.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 560.0 18.79 10522.4 560.0 18.79 10522.4 FORM 600A -97 EnergyGauge® DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 • • • • •• • • • • • ....• • • •••• • SUMMER CALCULATIONS:':: •�• Residential Whole Building Performance Method A - Details • • . . .. .. •.. • .. • • • ••• • • ... • • • • . .. • • •• • " #: I ADDRESS: 665 NE 97th Street, Miami Shores, FI, • • • ••. • •••. • ••• •• BASE • • -- •. • ••••••• Summer Base Points: 15429.1 Summer As -Built Points: 16532.7 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X : Credit = Component Ratio Multiplier Multiplier Multiplier Cooling Points 15429.1 0.3560 5492.8 16532.7 1.000 1.043 0.284 1.000 16532.7 1.00 1.043 0.284 1.000 4900.0 4900.0 FORM 600A -97 Residential Whole Building Performance Method A - Details • • • • • • •• • • ADDRESS: 665 NE 97th Street, Miami Shores, FI, • • • ••. • •'PER VIII #: • • •' EnergyGaugerm DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 • • ••• • • • • • • ••• •• •• • • • •• •• • • • • • • •• • • • SUMMER CALCULA • • I • • • • • •�• • • • ••• •• FORM 600A -97 WINTER CALCULATMM;'; : ... Residential Whole Building Performance Method . A - Details • • • • • • • ••. • .. • ADDRESS: 665 NE 97th Street, Miami Shores, FI, • • - ▪ •• ••. • ••PERMIT #:• •'• EnergyGauge® DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 BASE • -- :: •-• z .. _- AS .BIA E :' ' : • • - . . • .. • • • GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM , X WOF = Points .18 560.0 2.02 204.1 Single, Tint N 1.6 9.5 66.0 4.98 1.00 327.3 Single, Tint W 1.6 6.0 20.0 4.60 1.00 91.8 Single, Tint N 1.6 6.0 20.0 4.98 0.99 98.7 Single, Tint N 1.6 6.0 20.0 4.98 0.99 98.7 Single, Tint N 0.0 0.0 20.0 4.98 1.00 99.6 Single, Tint N 1.6 6.0 20.0 4.98 0.99 98.7 Single, Tint N 1.6 7.8 20.0 4.98 0.99 99.0 Single, Tint N 1.6 7.8 20.0 4.98 0.99 99.0 Single, Tint S 11.0 7.8 20.0 3.80 1.40 106.2 Single, Tint S 11.0 7.8 20.0 3.80 1.40 106.2 As -Built Total: 246.0 1225.2 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Concrete, Int Insul, Exterior 5.0 658.0 0.90 592.2 Exterior 658.0 0.60 394.8 Base Total: 658.0 394.8 As -Built Total: 658.0 592.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Under Attic 559.1 0.10 55.9 Under Attic 30.0 560.0 0.10 56.0 Base Total: 559.1 55.9 As -Built Total: 560.0 56.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 134.0(p) -2.1 -281.4 Slab -On -Grade Edge Insulation 0.0 134.0(p) -2.10 -281.4 Raised 0.0 0.00 0.0 Base Total: -281.4 As -Built Total: -281.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 560.0 -0.06 -33.6 560.0 -0.06 -33.6 FORM 600A -97 WINTER CALCULATMM;'; : ... Residential Whole Building Performance Method . A - Details • • • • • • • ••. • .. • ADDRESS: 665 NE 97th Street, Miami Shores, FI, • • - ▪ •• ••. • ••PERMIT #:• •'• EnergyGauge® DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 BASE .- : 1 .- -- - . A �'T;•: ;' : ;BU1 • -- - a • ••. •• Winter Base Points: 339.8 Winter As -Built Points: 1558.4 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X -' Credit = Component Ratio Multiplier Multiplier Multiplier Heating Points 339.8 1.0900 370.4 1558.4 1.000 1.090 1.000 1.000 1558.4 1.00 1.090 1.000 1.000 1698.6 1698.6 FORM 600A -97 WINTER CALCULATIONS ... Residential Whole Building Performance Method A - Details • • • . • • . • . •.• • • • • • • • • • • • • • • • • • • • • • I ADDRESS: 665 NE 97th Street, Miami Shores, FI, ••. • • *PERIb1IT #:' "' EnergyGauge DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 • for Witiak 665 NE 97th Street Miami Shores, Florida. Rpeem RELAX. IT'S RHEEM; M • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • .. • • • • • • • • • • • • • • • • • • • • • WITIAK'S RESIDEENCE.i. HVAC LOAD ANALYSIS • . . . •• • • • • • ••• •• ,0I .. . .. • ••• • •••••••• Prepared By: Nereyda Quintana UCI Engineering, Inc. 13780 S.W. 56th Strret Suite215 Miami, Florida 33175 (305) 383 -8989 09/24/01 BASE CODE COMPLIANCE STATUS AS ,Jl��T;'::....' WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2370.00 AS -BUILT 30.0 0.90 As -Built Total: 1 1.00 2316.36 1.00 2316.4 772.1 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 5492.8 370.4 2370.0 8233.1 4900.0 1698.6 772.1 7370.8 BASE AS ,Jl��T;'::....' WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2370.00 2370.0 30.0 0.90 As -Built Total: 1 1.00 2316.36 1.00 2316.4 772.1 • • • • •• • • • • •• • WATER HEATING & CODE COMF!LIA J 61"•ATUS Residential Whole Building PerformanQe Meth.od•A - Detaiis .. • • • •. • • • • • . • • • •.• • . •••• • • .. • • . • . , • • • FORM 600A -97 I ADDRESS: 665 NE 97th Street, Miami Shores, FI, EnergyGauge DCA Form 600A -97 EnergyGauge ® /FlaRes'97 /98 FLRCPA -203 ••. • • • • • • PERMIT #: • .. ••• •• PASS COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE . • • • '.� ' • • • • CHECK Exterior Windows & Doors 606.1.ABC.1.1 • Maximum:.3 cfm /sq.ft. window area; .5 cfm /c4.I1 atoor area. • • • • • • • Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. FORM 600A -97 • • ••• • • • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • Code Compliance Checklist•: . •�• Residential Whole Building Performance Method A - petal's • • • • •• •• • •• • • • • • • • • • • •• • • • •'I�E1IIT #:' �• I ADDRESS: 665 NE 97th Street, Miami Shores, FI, •• ••. • 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST • • • • •• 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or excee EnergyGauge DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 • • ENERGY PERFORMANCF.�i,E':� (1 3 PL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 80.5 1. New construction or existing Addition 2. Single family or multi - family Single family 3. Number of units, if multi - family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area (ft') 560 ft 7. Glass area & type _ a. Clear - single pane 0.0 ft _ b. Clear - double pane 0.0 ft _ c. Tint/other SC /SHGC - single pane 246.0 ft _ d. Tint/other SC /SHGC - double pane 0.0 ft 8. Floor types a. Slab -On -Grade Edge Insulation R =0.0, 134.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R =5.0, 658.0 ft _ b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =30.0, 560.0 ft _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Not In Attic Sup. R =6.0, 110.0 ft b. N/A The higher the score, the more efficient the henme.• • •• • • Witiak, 665 NE 97th Street, Miami Shores, FI, I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, RB -Attic radiant barrier, MZ- C- Multizone cooling, MZ- H- Multizone heating) Address of New Home: City/FL Zip: •• ••• •• .. • • • • • ••• •• • • Cap: 24.2 kBtulhr _ SEER: 12.00 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar your home may qual ibi for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPA -203) Cap: 17.0 kBtu/hr COP: 1.00 Cap: 30.0 gallons _ EF: 0.90 RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 I I * • • • • • • • • • • • • • • • • • • • Elitg Sgfvare Development, Inc. • • • • • • • Witiak's Residence • • • • • • • • • • • ••• • • • • • • • • • • . Project Summary • • • • • • • Company: ' � re1Gl giginperin9, 6c.; Client: Witiak Representative;. • Quintana' .:. Address: 665 NE 97th Street Address: 13780 S.W. 56th Strret Suite215 City: Miami Shores, Florida. City: • • FAmi Florida,3 17.5 Phone: Phone: • aQ53-8 9$9 '. Fax: Fax: �. •• �3 • • • • • • • •• Comment: Design Data Project Name: Witiak's Residence Reference City: Miami, Florida Daily Temperature Range: Low Latitude: 45 Degrees Elevation: 7 Feet Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 40 N/A N/A 72 N/A Summer: 92 78 50% 75 58 Check Figures Total Building Supply CFM: 666 CFM per square foot: Square feet of room area: 560 Square feet per ton: 1.188 353.412 Building Loads Total heating required with outside air: 22,937 Btuh 22.937 MBH Total sensible gain: 14,641 Btuh 87 % Total latent gain: 2,142 Btuh 13 % Total cooling required with outside air: 16,783 Btuh 1.399 Tons (based on sensible + latent) 1.585 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 I il • • • • • • EIit Sef�Vlare Development, Inc. • • • • • • • • • • Witiak's Residence • • • • •• • • • • • • • • • • • • • • • • • • • • ••• Total Building Summary Loads . • • • • • • • • • • • • • • • • • Component Fred : • Sdn..' Llt : Description QUan' L'oss''' Gain : Sen. "'Gain Total Gain 1C Window Clear Glass Metal Frame 140 5,173 0 .. 8C Glass Door Single CIr Glass Metal Frame 146 ;3,f1f r: r. 14B Wall 8" or 12" Block + R -5 65$ : ,03V :•. : 0 16G Ceiling R -30 Insulation 5J • • 591 • • "'0" 22A Slab on Grade No Edge Insulation 134 3,473 0 3,798 2,290 : 1,641 832 0 3,798 2,290 1,641 832 0 Subtotals for structure: 1,598 16,185 , 0 Active People: 3 0 690 Inactive People: 0 0 0 Appliances: 0 0 0 Lighting: 0 0 Ductwork: 0 3,824 0 Infiltration: Winter CFM: 83.2, Summer CFM: 37.0 246 2,928 1,452 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 8,561 900 0 600 1,449 2,440 691 0 8,561 1,590 0 600 2,440 2,143 0 Sensible Gain Total: Temperature Swing Multiplier: 14,641 X1.00 Building Load Totals: 22,937 2,142 14,641 16,783 Check Figures Total Building Supply CFM: 666 CFM per square foot: 1.188 Square feet of room area: 560 Square feet per ton: 353.412 Building Loads Total heating required with outside air: 22,937 Btuh 22.937 MBH Total sensible gain: 14,641 Btuh 87 % Total latent gain: 2,142 Btuh 13 % Total cooling required with outside air: 16,783 Btuh 1.399 Tons (based on sensible + latent) 1.585 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Gemaire Distributors esid Residential Light Commercial HVAC Loads Program Miami, FL 33122 09/24/01 I 0 • • • : • • • • • • •: I g %Ware Dev • • • • • • • • ••• • • • Re nt, In c. System #1 Summary Loads • • • • • • Component Arei : • Sen. .' • Lbt: : Sen. Description aiari• Loss :•• Gain •••Gain Total Gain 1C Window Clear Glass Metal Frame 140 5,173 0 3,798 8C Glass Door Single CIr Glass Metal Frame 1.08 : :3,41j :• :•• 0.•• 2,290 14B Wall 8" or 12" Block + R -5 638 :' 3,Da`I :.' :• o.. 1,641 16G Ceiling R -30 Insulation 560 : : rd1 : : :••0•• 832 22A Slab on Grade No Edge Insulation 134 3,473 0 0 3,798 2,290 1,641 832 0 Subtotals for structure: 1,598 16,185 0 8;561 Active People: 3 0 690 900 Inactive People: 0 0 0 0 Appliances: 0 0 0 600 Lighting: 0 0 1,449 Ductwork: 0 3,824 0 2,440 Infiltration: Winter CFM: 83.2, Summer CFM: 37.0 246 2,928 1,452 691 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 8,561 1,590 0 600 2,440 2,143 0 Sensible Gain Total: 14,641 Temperature Swing Multiplier: X1.00 System Load Totals: 22,937 2,142 14,641 16,783 Check Figures Supply CFM: 666 CFM per square foot: 1.188 Square feet of room area: 560 Square feet per ton: 353.412 System Loads Total heating required with outside air: 22,937 Btuh 22.937 MBH Total sensible gain: 14,641 Btuh 87 % Total latent gain: 2,142 Btuh 13 % Total cooling required with outside air: 16,783 Btuh 1.399 Tons (based on sensible + latent) 1.585 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads. RHVAC - Gemaire D s dents , l Inc. & Light Commercial HVAC Loads Program Miami, FL 33122 09/24/01 * I : • • • • • ••• • • • • • ••• • • • • • I q Spthpare Development, Inc. • • • Witiak's Residence • • • • -.. . . . • • . .•• Detailed Room Loads • • • 1. Laundry • • • • • .. • • • • •• • • • • • ••• • ••• • • • • ••• Room Length: 11.0 Feet System Number: 1 Room Width: 5.5 Feet Zone Number: • • • • ••• • • Area: 60.5 Square Feet Supply Air: • • • 2.10 'CFM Ceiling Height: 10.0 Feet Required Vent. Air: • 0 CAM Volume: 605.0 Cubic Feet Actual Winter Ventilation ,jr: . • • 0 CFM Number of Registers: 1 % of Supply: 0 % Runout Air: 210 CFM Actual Summer Ventilation Air: 0 CFM Runout Duct Size: 9 Inches % of Supply: '0 % Runout Air Velocity: 475 Feet/Minute Actual Winter Infiltration Air: 29 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 13 CFM allocated Actual Loss: 0.083 In.wg /100 Ft. Item Area -U- Htg Sen. CIg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain W - WALL -14B 5.5 X 10 35 0.144 4.6 161 2.5 0 87 N - WALL -14B 11 X 10 44 0.144 4.6 203 2.5 0 110 N - G.DR -8C 1 -P 0-1 S-4 100 %S 66 1.155 37.0 2,439 21.6 0 1,426 W - GLAS -1 C 1 -P 0-1 S-4 5 %S 20 1.155 37.0 739 60.3 0 1,206 UP- CEIL -16G DARK 11 X 5.5 61 0.033 1.1 64 1.5 0 91 FLOOR -22A 17 FT 17 0.810 25.9 441 0.0 0 0 Subtotals for structure: 243 4047 0 2920 Infiltration: Winter: 29.1, Summer: 12.9: 86 11.907 1,024 2.814 508 242 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 1014 0.200 0 769 Active People: 230 lat/per, 300 sen /per: 0 0 0 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 600 Lighting: 85 Sensible Gain Total: 4616.25 Temperature Swing Multiplier: X1.00 Room Totals: 6,085 508 4,616 RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 I I *a • • • • • • • • • • • • • • • • • • • • • • • • Elito,Sottware Development, Inc. • • • • • • • • • • • • Witiak's Residence • • • • III • • . • . • • . . • ••• Detailed Room Loads • • • • • • • • • • • • • • • • • • • • • • • • 2. Bathroom #1 • • • • • • • • • • Room Length: 11.2 Feet System Number: 1 Room Width: 9.2 Feet Zone Number: •• • • • •• •••1 •• Area: 103.0 Square Feet Supply Air: '. • • 82 CFM Ceiling Height: 8.7 Feet Required Vent. Air. •• • ••Q • Ct~M Volume: 896.0 Cubic Feet Actual Winter Ventilation Air: 0 CFM Number of Registers: 1 % of Supply: 0 % Runout Air: 82 CFM Actual Summer Ventilation Air: 0 CFM Runout Duct Size: 5 Inches % of Supply: '0 % Runout Air Velocity: 604 Feet/Minute Actual Winter Infiltration Air: 14 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 6 CFM allocated Actual Loss: 0.300 In.wg /100 Ft. Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain N - WALL -14B 11.2 X 8 50 0.144 4.6 230 2.5 0 125 N - GLAS -1 C 1 -P 0-1 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 N - GLAS -1 C 1 -P 0-1 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 UP- CEIL -16G DARK 11.2 X 9.2 103 0.033 1.1 109 1.5 0 153 FLOOR -22A 11 FT 11 0.810 25.9 285 0.0 0 0 Subtotals for structure: 204 2102 0 1142 Infiltration: Winter: 13.5, Summer: 6.0: 40 11.900 476 2.800 236 112 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 516 0.200 0 302 Active People: 230 lat/per, 300 sen /per: 0 0 0 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 0 Lighting: 256 Sensible Gain Total: 1811.75 Temperature Swing Multiplier: X1.00 Room Totals: 3,094 236 1,812 RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 *c I • • • • • . • • • • • • • • ••• • • • Elite S. •ftware Devel Resi Inc. • • • • • • • • • • • • • • • Detailed Room Loads • • • • • • • 3. Dressing Area •• • • '• • • • • • • • • .- • • .. • • • • Room Length: 7.6 Feet System Number: 1 Room Width: 4.0 Feet Zone Number: 1 Area: 30.4 Square Feet Supply Air: •••• ' ' • • • • 40 •CFM • Ceiling Height: 8.7 Feet Required Vent. Air: • • 0 CFM Volume: 264.0 Cubic Feet Actual Winter Ventfatioh Air:' • • "b' Number of Registers: 1 % of Supply: 0 % Runout Air: 40 CFM Actual Summer Ventilation Air: 0 CFM Runout Duct Size: 4 Inches % of Supply: :0 % Runout Air Velocity: 458 Feet/Minute Actual Winter Infiltration Air: 7 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 3 CFM allocated Actual Loss: 0.238 In.wg /100 Ft. Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain N - WALL -14B 7.6 X 8.7 46 0.144 4.6 212 2.5 0 115 N - GLAS -1 C 1 -P 0-0 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 UP- CEIL -16G DARK 7.6 X 4 30 0.033 1.1 32 1.5 0 45 FLOOR -22A 8 FT 8 0.810 25.9 207 0.0 0 0 Subtotals for structure: 104 1190 0 592 Infiltration: Winter: 6.8, Summer: 3.0: 20 11.900 238 2.800 118 56 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 286 0.200 0 147 Active People: 230 lat/per, 300 sen /per: 0 0 0 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 0 Lighting: 85 Sensible Gain Total: 880.25 Temperature Swing Multiplier: X1.00 Room Totals: 1,714 118 880 RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 I *0 • • ... • • • • • • • • • • • • • • • • • • • • • • • Elite Spttware Development, Inc. • • • • • • • • • • • Witiak's Residence • • • • • • • • • • • • • • • ••• • • • ••• Detailed Room Loads • • . • • • • • . • • • • • • • • .• 4. Closet #1 • • • • • • • • • • • • • • • . Room Length: 5.5 Feet System Number: 1 Room Width: 7.6 Feet Zone Number: •• • • • •• •••1 •• Area: 41.8 Square Feet Supply Air: • • • • 8 CFM Ceiling Height: 8.7 Feet Required Vent. Air:• • • • • ••A •Cf M Volume: 364.0 Cubic Feet Actual Winter Ventilation Air: 0 CFM Number of Registers: 1 % of Supply: 0 % Runout Air: 8 CFM Actual Summer Ventilation Air: 0 CFM Runout Duct Size: 2 Inches % of Supply: '0 % Runout Air Velocity: 367* Feet/Minute Actual Winter Infiltration Air: 0 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 0 CFM allocated Actual Loss: 0.420 In.wg /100 Ft. * Runout velocity constraints were not met due to duct schedule limitations. Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain UP- CEIL -16G DARK 5.5 X 7.6 42 0.033 1.1 44 1.5 0 62 FLOOR -22A 26 FT 26 0.810 25.9 674 0.0 0 0 Subtotals for structure: 68 718 0 62 Infiltration: Winter: 0.0, Summer: 0.0: 0 0.000 0 0.000 0 0 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 144 0.200 0 29 Active People: 230 lat/per, 300 sen /per: 0 0 0 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 0 Lighting: 85 Sensible Gain Total: 176.25 Temperature Swing Multiplier: X1.00 Room Totals: 862 0 176 RHVAC - Di trib e Light Commercial HVAC Loads Program Miami, FL 33122 09/24/01 I i #0 I •. • • • • • • • • • • El tg Spgtrare Devel Re nt, In c. • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • . Detailed Room Loads • • 5. Closet #2 • ••• • •••• • • . . • • • • • '•' • • •• ••• ••• • ••• • Room Length: 6.8 Feet System Number: 1 Room Width: 4.0 Feet Zone Number: • • • • • • • Area: 27.2 Square Feet Supply Air: •• • . 7 •CFM Ceiling Height: 8.7 Feet Required Vent. Air: • • 0 ("FM Volume: 237.0 Cubic Feet Actual Winter Ventlation Air:' ' ' ...0 6 t FM Number of Registers: 1 % of Supply: 0 % Runout Air: 7 CFM Actual Summer Ventilation Air: ,0 CFM Runout Duct Size: 2 Inches % of Supply: '0 % Runout Air Velocity: 313* Feet/Minute Actual Winter Infiltration Air: 0 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 0 CFM allocated Actual Loss: 0.307 In.wg /100 Ft. *Runout velocity constraints were not met due to duct schedule limitations. Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss . HTM Gain Gain UP- CEIL -16G DARK 6.8 X 4 FLOOR -22A 21 FT 27 0.033 1.1 29 1.5 0 40 21 0.810 25.9 544 0.0 0 0 Subtotals for structure: Infiltration: Winter: 0.0, Summer: 0.0: Ventilation: Winter: 0.0, Summer: 0.0: Ductwork: Active People: 230 lat/per, 300 sen /per: Inactive People: 150 lat/per, 250 sen /per: Appliances: Lighting: 48 573 0 40 0 0.000 0 0.000 0 0 0 0 0 0.200 115 0.200 0 25 0 0 0 0 0 0 0 0 85 Sensible Gain Total: Temperature Swing Multiplier: 150.25 X1.00 Room Totals: 688 0 150 RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 I *a • • ,,, • • • • • • • • • • • • • •: • ,Elite Software Development, Inc. • • • • • Witiak's Residence • • • • • • • • • ••• • • • • ••• Detailed Room Loads • • • • • 6. Sitting Office • • • • • • • • • • • • • • • • • Room Length: 8.1 Feet System Number: 1 Room Width: 14.3 Feet Zone Number: • • • • • •••1 •• Area: 115.8 Square Feet Supply Air: •• • 78 CFM Ceiling Height: 8.7 Feet Required Vent. Air: • ••, ;,p • Q M Volume: 1,008.0 Cubic Feet Actual Winter Ventilation Air: 0 CFM Number of Registers: 1 % of Supply: 0 % Runout Air: 78 CFM Actual Summer Ventilation Air: 0 CFM Runout Duct Size: 5 Inches % of Supply: '0 % Runout Air Velocity: 570 Feet/Minute Actual Winter Infiltration Air: 7 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 3 CFM allocated Actual Loss: 0.268 In.wg /100 Ft. Item Area -U- Htg Sen. CIg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain N - WALL -14B 8.1 X 8.7 50 0.144 4.6 230 2.5 0 . 125 N -GLAS-1C 1 -P 0-1 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 UP- CEIL -16G DARK 8.1 X 14.3 116 0.033 1.1 122 1.5 0 172 FLOOR -22A 8 FT 8 0.810 25.9 207 0.0 0 0 Subtotals for structure: 194 1298 0 729 Infiltration: Winter: 6.8, Summer: 3.0: 20 11.900 238 2.800 118 56 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 307 0.200 0 285 Active People: 230 lat/per, 300 sen /per: 1 230 300 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 0 Lighting: 341 Sensible Gain Total: 1711 Temperature Swing Multiplier: X1.00 Room Totals: 1,843 348 1,711 RHVAC - Residential & Light Commercial HVAC Loads Program I Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 . • • • • • • •• • • ••• • • • • • • • • • • • • ••• • • • Witiak's Residence • • • • • • • • • • • Detailed Room Loads • • ••• • • • • ••• 7. Bedroom ': • ••••• • ••••.• • • • • • • • . • • • • • Room Length: 11.6 Feet System Number: •• ••• ••• 1 ••• Room Width: 15.6 Feet Zone Number: 1 Area: 181.0 Square Feet Supply Air: • • • • • • ' • • •• • XT1 • Ceiling Height: 12.0 Feet Required Vent. Air: • • • • 0 (;FM Volume: 2,172.0 Cubic Feet Actual Winter Ventll9tidh Air:' ' • "'0'CFM Number of Registers: 2 % of Supply: 0 Runout Air: 120 CFM Actual Summer Ventilation Air: 0 CFM Runout Duct Size: 7 Inches % of Supply: '0 % Runout Air Velocity: 524 Feet/Minute Actual Winter Infiltration Air: 27 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 12 CFM allocated Actual Loss: 0.142 In.wg /100 Ft. Item Area -U- Htg Sen. CIg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain E - WALL -14B 15.6 X 12 187 0.144 4.6 862 2.5 0 466 N - WALL -14B 11.6 X 12 99 0.144 4.6 456 2.5 0 247 S - WALL -14B 15.6 X 12 147 0.144 4.6 677 2.5 0 366 N -GLAS-1C 1 -P 0-1 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 N - G.DR -8C 1 -P 0-1 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 S -G. DR -8C 1 -P 0-2 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 S -GLAS-1C 1 -P 0-2 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 UP- CEIL -16G DARK 11.6 X 15.6 181 0.033 1.1 191 1.5 0 269 FLOOR -22A 43 FT 43 0.810 25.9 1,115 0.0 0 0 Subtotals for structure: 737 6257 0 3076 Infiltration: Winter: 27.1, Summer: 12.0: 80 11.900 952 2.813 472 225 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 1442 0.200 0 883 Active People: 230 lat/per, 300 sen /per: 2 460 600 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 0 Lighting: 512 Sensible Gain Total: 5295.5 Temperature Swing Multiplier: X1.00 Room Totals: 8,651 932 5,296 rn Contractor POPEYES FENCE & CONSTRUCTION CO Contractor's Address: 10801 NW 27 AVE B2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2003 -510 Printed: 3/31/2003 Applicant: SHELLEY Owner: WITIAK JOB ADDRESS: 665 Local Phone: 305 - 688 -3977 Parcel # 1132060171910 Fees: Description Amount FEE2003 -1882 Building Permit Application Fee $60.00 FEE2003 -1883 CCF $1.20 $61.20 Total Fees: Total Fees: $61.20 Total Receipts: $0.00 ermit Status: APPROVED Permit Expiration: 9/27/2003 Construction Value: ork: 5' HIGH WOOD FENCE If there is no permit package accessible on the job -site for inspectors to veufv..tbsup-'--""" - - J .— fee is $50.00, which must be paid in advance befnra ence A y 17055 NW 78th Ave. Hideaki 9L 33015 • 4 _ ea: • 3 PAY TO THE ORDER OF N S�. 1 / DATE 1 okrn DOLLARS 041111> —r "P 63- 643/6 BRANCH 13093 r ra This Permit is granted to the con ordinances pertaining thereto and H and approved by the proper municir authorization. A further condition ur ordinances and regulations pertainir by his agents, servants or employee Signed: In consideration of the issuance to with the plans, drawings, statements myself, my agent, servants or employ Si NE 97 First Union National Bank ® firstunion.com Org. 003 R/T 067006 - /.1,.� Air . g2csk". Building Permit WITIAK SHELLEY ST Page 1 of 1 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOT 20 & E1/2 OF LOT 19 BLK •6' r n nr 7 1 ;0 211' FORM 600A -97 FLORIDA ENERGY EFFICEEliI61636E FOR BUILDING CONSTRUCTION Florida Department of Communi r Affairs .. ••• ••• Residential Whole Building Perform MetjoaA I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. . PREPARED BY: ''DATE: QIo -GI 1 hereby certify that this building, as- designed, is in compliance with the Florida Energy Code.- OWNER/AGENT: DATE: EnergyGauge® (Version: FLRCPA -203) • .. • • • ... Project Name: Witiak's Residence Address: 665 NE 97th Street City, State: Miami Shores, Fl Owner: Witiak Climate Zone: South Builder: Permittinv Office • • • :•• • • • Perrnit Nd q: • :.• •. JurisitetiQn rlQrt�be�:: :•• •• 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type _ a. Clear - single pane 0.0 ft _ b. Clear - double pane 0.0 ft _ c. Tint/other SC /SHGC - single pane 246.0 ft _ d. Tint/other SC /SHGC - double pane 0.0 ft 8. Floor types a. Slab -On -Grade Edge Insulation R =0.0, 134.0(p) ft b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R =5.0, 658.0 ft _ b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Not In Attic Sup. R =6.0, 110.0 ft b. N/A Addition Single family 1 1 No 560 ft .) R =30.0, 560.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 24.2 kBtu/hr _ SEER: 12.00 / Cap: 17.0 kBtu/hr _ COP: 1.00 Cap: 30.0 gallons _ EF: 0.90 Glass /Floor Area: 0.44 Total as -built points: 7370.80 Total base points: 8233.10 PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: (, FORM 600A -97 .. Residential Whole Building Performance Method A - Details .• • • .. • . • • • I ADDRESS: 665 NE 97th Street, Miami Shores, FI, • • • ••• • • • #: ••• EnergyGauge® DCA Form 600A -97 EnergyGauge ® /FlaRes'97 /98 FLRCPA -203 • • ••• • • • . • •• • • • • • • •• • • • . • • �•: •• • • • •• ••• • • BASE A.SiB�iiIii :: •• • • • • • ••• •• GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM' X SOF = Points .18 560.0 53.20 5362.8 Single, Tint N 1.6 9.5 66.0 27.68 0.97 1780.6 Single, Tint W 1.6 6.0 20.0 54.85 0.90 992.5 Single, Tint N 1.6 6.0 20.0 27.68 0.93 515.7 Single, Tint N 1.6 6.0 20.0 27.68 0.93 515.7 Single, Tint N 0.0 0.0 20.0 27.68 1.00 553.5 Single, Tint N 1.6 6.0 20.0 27.68 0.93 515.7 Single, Tint N 1.6 7.8 20.0 27.68 0.96 530.3 Single, Tint N 1.6 7.8 20.0 27.68 0.96 530.3 Single, Tint S 11.0 7.8 20.0 52.00 0.48 496.0 Single, Tint S 11.0 7.8 20.0 52.00 0.48 496.0 As -Built Total: 246.0 6926.3 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Concrete, Int Insul, Exterior 5.0 658.0 2.00 1316.0 Exterior 658.0 2.70 1776.6 Base Total: 658.0 1776.6 As -Built Total: 658.0 1316.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Under Attic 559.1 0.80 447.3 Under Attic 30.0 560.0 0.80 448.0 Base Total: 559.1 447.3 As -Built Total: 560.0 448.0 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 134.0(p) -20.0 - 2680.0 Slab -On -Grade Edge Insulation 0.0 134.0(p) -20.00 - 2680.0 Raised 0.0 0.00 0.0 Base Total: - 2680.0 As -Built Total: - 2680.0 • INFILTRATION Area X BSPM = Points Area X SPM = Points 560.0 18.79 10522.4 560.0 18.79 10522.4 FORM 600A -97 .. Residential Whole Building Performance Method A - Details .• • • .. • . • • • I ADDRESS: 665 NE 97th Street, Miami Shores, FI, • • • ••• • • • #: ••• EnergyGauge® DCA Form 600A -97 EnergyGauge ® /FlaRes'97 /98 FLRCPA -203 • • ••• • • • . • •• • • • • • • •• • • • . • • �•: •• • • • •• ••• • • BASE 46 -BU L : • Summer Base Points: 15429.1 Summer As -Built Points: 16532.7 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X: Credit = Component Ratio Multiplier Multiplier Multiplier Cooling Points 15429.1 0.3560 5492.8 16532.7 1.000 1.043 0.284 1.000 16532.7 1.00 1.043 0.284 1.000 4900.0 4900.0 FORM 600A -97 • • • • • •••• • • • • • • • • • • • • • • • • • • • SUMMER CALCULA: IIMS ' • ••• Residential Whole Building Performance • Method A - Dcttails •• • .. •• • . . • • •• • •••• • • • • • • • • • ADDRESS: 665 NE 97th Street, Miami Shores, FI, •• • ••• PER� MIT #: EnergyGauge DCA Form 600A -97 EnergyGauge ® /FlaRes'97 /98 FLRCPA -203 • •• ••• •• FORM 600A -97 EnergyGauge® DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 • .. .• • • • • ••• •• • • • • • • • • • • • • • • • • • • • • • WINTER CALCULAtIOII • •�• Residential Whole Building Performanpe Method A - .D�tails .. •• •• . . . • ... • •••• • • • •• • • •• • • •• • ADDRESS: 665 NE 97th Street, Miami Shores, FI, • ••• • ••• PERMIT •• • • • •• ••• •• • BASE '. i•; : _ - •. • GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM .' X WOF = Points .18 560.0 2.02 204.1 Single, Tint N 1.6 9.5 66.0 4.98 1.00 327.3 Single, Tint W 1.6 6.0 20.0 4.60 1.00 91.8 Single, Tint N 1.6 6.0 20.0 4.98 0.99 98.7 Single, Tint N 1.6 6.0 20.0 4.98 0.99 98.7 Single, Tint N 0.0 0.0 20.0 4.98 1.00 99.6 Single, Tint N 1.6 6.0 20.0 4.98 0.99 98.7 Single, Tint N 1.6 7.8 20.0 4.98 0.99 99.0 Single, Tint N 1.6 7.8 20.0 4.98 0.99 99.0 Single, Tint S 11.0 7.8 20.0 3.80 1.40 106.2 Single, Tint S 11.0 7.8 20.0 3.80 1.40 106.2 As -Built Total: 246.0 1225.2 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Concrete, Int Insul, Exterior 5.0 658.0 0.90 592.2 Exterior 658.0 0.60 394.8 Base Total: 658.0 394.8 As -Built Total: 658.0 592.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Under Attic 559.1 0.10 55.9 Under Attic 30.0 560.0 0.10 56.0 Base Total: 559.1 55.9 As -Built Total: 560.0 56.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 134.0(p) -2.1 -281.4 Slab -On -Grade Edge Insulation 0.0 134.0(p) -2.10 -281.4 Raised 0.0 0.00 0.0 Base Total: -281.4 As -Built Total: -281.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 560.0 -0.06 -33.6 560.0 -0.06 -33.6 FORM 600A -97 EnergyGauge® DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 • .. .• • • • • ••• •• • • • • • • • • • • • • • • • • • • • • • WINTER CALCULAtIOII • •�• Residential Whole Building Performanpe Method A - .D�tails .. •• •• . . . • ... • •••• • • • •• • • •• • • •• • ADDRESS: 665 NE 97th Street, Miami Shores, FI, • ••• • ••• PERMIT •• • • • •• ••• •• • BASE . . • l _' • Winter Base Points: 339.8 Winter As -Built Points: 1558.4 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X' Credit = Component Ratio Multiplier Multiplier Multiplier Heating Points 339.8 1.0900 370.4 1558.4 1.000 1.090 1.000 1.000 1558.4 1.00 1.090 1.000 1.000 1698.6 1698.6 IP " FORM 600A -97 • • • • • • •• • • •• • • • • • • • •• • • • • • • • • • • • • • • • • WINTER CALCULAIIOIS•'• ' •�• Residential Whole Building Performance Method A - •Qfttails •• • • •• • • • • • • ••• • • • • •• • • • • • • • • • • ••• ••• - - -• I ADDRESS: 665 NE 97th Street, Miami Sh FI, ••• • PERMIT #: EnergyGaugeTm DCA Form 600A -97 EnergyGauge ® /FlaRes'97 /98 FLRCPA -203 • • • • •• ••• •• • BASE CODE COMPLIANCE STATUS ■ . , _ 1 �� WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2370.00 AS -BUILT 30.0 0.90 As -Built Total: 1 1.00 2316.36 1.00 2316.4 772 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 5492.8 370.4 2370.0 8233.1 4900.0 1698.6 772.1 7370.8 BASE ■ . , _ 1 �� WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2370.00 2370.0 30.0 0.90 As -Built Total: 1 1.00 2316.36 1.00 2316.4 772 FORM 600A -97 • • •• • • • • • • ••. • • • • • WATER HEATING & CODE COM#'UANCE STATUS Residential Whole Building Performance JVlethod • A - •D�tails •• • . •• • • • •••• • • • • • • .. . •• • I ADDRESS: 665 NE 97th Street, Miami Shores, FI, - • ••• • •• PERMIT #: .. . . . •. ••• •• PASS EnergyGauge DCA Form 600A -97 EnergyGauge® /FlaRes'97 /98 FLRCPA -203 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Ducts in unconditioned attics: R -6 min. insulation. 606.1.ABC.1.2.5 HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. 606.1.ABC.1.3 Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE e—woro• .. •, ; • CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfnWSq.ft'dobr aka. • • • • •. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between wail$ and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Ceilings 606.1.ABC.1.2.3 Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. FORM 600A -97 • • ••• • • • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • Code Co Clieciklisl •�• Residential Whole Building Performance JVlethod A ;. tails •• •• • • • • • • • • • • • • • • • • • • • • • • • • • ADDRESS: 665 NE 97th Street, Miami Shores, FI, • ••• • •••PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST EnergyGauge DCA Form 600A -97 EnergyGauge ® /FlaRes'97 /98 FLRCPA -203 • • • • • •• ••• 6A -22 OTHER PRESCRIPTIV • • ENERGY PERFORMANCE y�M, kEPL) 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC /SHGC - single pane d. Tint/other SC /SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Not In Attic b. N/A DISPLAY CARD, • •• .•..: . • ••• • .••• • • •• • • • • • • • • • • •••• ESTIMATED ENERGY PERFORMANCE SCORE* = 80.5 The higher the score, the more efficient the'6oitei •• • • Witiak, 665 NE 97th Street, Miami Shores, FI, Addition Single family 1 1 No 560 ft' 0.0 ft' 0.0 ft' 246.0 ft' 0.0 ft' R =0.0, 134.0(p) ft R =5.0, 658.0 ft' R =30.0, 560.0 ft' Sup. R=6.0, 110.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A • •• ••• c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, RB -Attic radiant barrier, MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before fmal inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: •• • • • • • • ••• •• Cap: 24.2 kBtu/hr _ SEER: 12.00 Cap: 17.0 kBtu/hr _ COP: 1.00 Cap: 30.0 gallons EF: 0.90 *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar your home may qual for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638 -1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPA -203) • for Witiak 665 NE 97th Street Miami Shores, Florida. • • ••. • • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • . • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • WITIAK'S RESIDENee' "' '•' "' HVAC LOAD ANALYSJS • •• • :• . • 0 . . . . . • • • • • • • ... 00 Prepared By: Nereyda Quintana UCI Engineering, Inc. 13780 S.W. 56th Strret Suite215 Miami, Florida 33175 (305) 383 -8989 09/24/01 RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 1 1 la • • : • • • - • •.. Elite pQvelopment, Inc. •: : : : : • , •: Vitiak's Residence • • • • • • • • - - - • • • • ••• • • • • ••• Project Summary • • •• •• •• •• •••• Company: 3Jc antin4erind, IflG : : Client: Witiak Representative: • Nefeyda Qiainfama °•° •: • Address: 665 NE 97th Street Address: 13780 S.W. 56th Strret Suite215 City: Miami Shores, Florida. City: Miami, Flocida.3317b • • Phone: Phone: (3o5 )i383:868: : • . • • Fax: Fax: (p5):363•9949 :: L. .. • Comment: Design Data Project Name: Witiak's Residence Reference City: Miami, Florida Daily Temperature Range: Low Latitude: 45 Degrees Elevation: 7 Feet Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 40 N/A N/A 72 N/A Summer: 92 78 50% 75 58 Check Figures Total Building Supply CFM: 666 CFM per square foot: Square feet of room area: 560 Square feet per ton: 1.188 353.412 Building Loads Total heating required with outside air: 22,937 22.937 MBH Total sensible gain: 14,641 Btuh 87 Total latent gain: 2,142 Btuh 13 % Total cooling required with outside air: 16,783 Btuh 1.399 Tons (based on sensible + latent) 1.585 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. RHVAC - Residential & Light Commercial HVAC Loads Program Ger�.iaire Distributors, Inc. Miami, FL 33122 09/24/01 1 la 1 . . . • • EliteSoftwarr Development, Inc. :•,•: : : : : • , • : 2Vitiak's Residence • • • • • • • • • • Total Building Summary Loads • • • • • • • • • • • • • • • • • • • • •• • . .. . .. . . Component Area : :Spn. : • L•at. : :Sep. Description Quan "' toss "' Min • Gatr1 Total Gain 1C Window Clear Glass Metal Frame 140 5,173 0 3,798 3,798 8C Glass Door Single Clr Glass Metal Frame 106 . ••. :•.0:• 2790 2,290 14B Wall 8" or 12" Block + R -5 658 '0,01 : : :.'o: • 1 e641 1,641 16G Ceiling R -30 Insulation 560 ' • 591 • • '0 "' •832 832 22A Slab on Grade No Edge Insulation 134 3,473 0 0 0 Subtotals for structure: 1,598 16,185 0 8,561 8,561 Active People: 3 0 690 900 1,590 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 600 600 Lighting: 0 0 1,449 Ductwork: 0 3,824 0 2,440 2,440 Infiltration: Winter CFM: 83.2, Summer CFM: 37.0 246 2,928 1,452 691 2,143 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 14,641 Temperature Swing Multiplier: X1.00 Building Load Totals: 22,937 2,142 14,641 16,783 Check Figures Total Building Supply CFM: 666 CFM per square foot: 1.188 Square feet of room area: 560 Square feet per ton: 353.412 Building Loads Total heating required with outside air: 22,937 Btuh 22.937 MBH Total sensible gain: 14,641 Btuh 87 % Total latent gain: 2,142 Btuh 13 % Total cooling required with outside air: 16,783 Btuh 1.399 Tons (based on sensible + latent) 1.585 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 I * I . . •.. Elite P velopment, Inc. 1 . 1 • • •: : : : : • . •: fVitiak's Residence • • • • • • • • • • • ••• • • • • ••• • System #1 Summary Loads • • • • •• •• •• •• •••• •• • . . .. .. . . Component Area : :Spn. : • L•at. : :Sep. Description Quart' toss '•• 6•ain • Gatr1 Total Gain 1C Window Clear Glass Metal Frame 140 5,173 0 3,798 3,798 8C Glass Door Single Clr Glass Metal Frame 106 .•3,917 .•. :•.0:•• 27290 2,290 14B Wall 8" or 12" Block + R -5 658 •3,b34 ; 1 1.:01 17641 1,641 16G Ceiling R -30 Insulation 560 •• 591 • • •0••• • 832 832 22A Slab on Grade No Edge Insulation 134 3,473 0 0 0 Subtotals for structure: 1,598 16,185 0 8,561 8,561 Active People: 3 0 690 900 1,590 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 600 600 Lighting: 0 0 1,449 Ductwork: 0 3,824 0 2,440 2,440 Infiltration: Winter CFM: 83.2, Summer CFM: 37.0 246 2,928 1,452 691 2,143 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 14,641 Temperature Swing Multiplier: X1.00 System Load Totals: 22,937 2,142 14,641 16,783 Check Figures Supply CFM: 666 CFM per square foot: 1.188 Square feet of room area: 560 Square feet per ton: 353.412 System Loads Total heating required with outside air: 22,937 Btuh 22.937 MBH Total sensible gain: 14,641 Btuh 87 % Total latent gain: 2,142 Btuh 13 % Total cooling required with outside air: 16,783 Btuh 1.399 Tons (based on sensible + latent) 1.585 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 I la I . • ... : • . •: : • • • EIiteSoftwarfalevelopment, : : : • . •: 3Nitiak's • • • • • • • . • • •.• Inc. Residence • • ••• • Detailed Room Loads • •. .• • • • . • . .• 1. Laundry • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - -- - - -- - -- - - -- Room Length: 11.0 Feet System Number: 1 Room Width: 5.5 Feet Zone Number: . • • • • • ..1 ••• • • Area: 60.5 Square Feet Supply Air: .• :•: : : 21D :GFIVI• Ceiling Height: 10.0 Feet Required Vent. Air: . p 'QFM • Volume: 605.0 Cubic Feet Actual Winter Ventilation Air: 0 CFM Number of Registers: 1 % of Supply: 0 % Runout Air: 210 CFM Actual Summer Ventilation Air: 0 CFM Runout Duct Size: 9 Inches % of Supply: 0 Runout Air Velocity: 475 Feet/Minute Actual Winter Infiltration Air: 29 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 13 CFM allocated Actual Loss: 0.083 In.wg /100 Ft. Item Area -U- Htg Sen. CIg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain W - WALL -14B 5.5 X 10 35 0.144 4.6 161 2.5 0 87 N - WALL -14B 11 X 10 44 0.144 4.6 203 2.5 0 110 N - G.DR -8C 1 -P 0-1 S-4 100 %S 66 1.155 37.0 2,439 21.6 0 1,426 W - GLAS -1 C 1 -P 0-1 S-4 5 %S 20 1.155 37.0 739 60.3 0 1,206 UP- CEIL -16G DARK 11 X 5.5 61 0.033 1.1 64 1.5 0 91 FLOOR -22A 17 FT 17 0.810 25.9 441 0.0 0 0 Subtotals for structure: 243 4047 0 2920 Infiltration: Winter: 29.1, Summer: 12.9: 86 11.907 1,024 2.814 508 242 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 1014 0.200 0 769 Active People: 230 lat/per, 300 sen /per: 0 0 0 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 600 Lighting: 85 Sensible Gain Total: 4616.25 Temperature Swing Multiplier: X1.00 Room Totals: 6,085 508 4,616 RHVAC - Residential & Light Commercial HVAC Loads Program GeFnaire Distributors, Inc. Miami, FL 33122 09/24/01 1 I'p I • ; • • • • • • • • •; ; ; • • • • • • • • Flite+Software•Development, Inc. ; ; •. •; ;witiak's Residence • • • • • • • • • • • ••• • • • • ••• ' Detailed Room Loads • • • •• •• •• • • • • •• •••• 2. Bathroom #1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• ••• • ••• Room Length: 11.2 Feet System Number: 1 Room Width: 9.2 Feet Zone Number: •• • • • •• 1 ••• •• Area: 103.0 Square Feet Supply Air: • • : • : : : :88 :€FNI• • Ceiling Height: 8.7 Feet Required Vent. Air: •• • • • • p :cFI11I. • Volume: 896.0 Cubic Feet Actual Winter Ventilation Air: 0 CFM Number of Registers: 1 % of Supply: 0 % Runout Air: 82 CFM Actual Summer Ventilation Air: 0 CFM Runout Duct Size: 5 Inches % of Supply: 0 % Runout Air Velocity: 604 Feet/Minute Actual Winter Infiltration Air: 14 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 6 CFM allocated Actual Loss: 0.300 In.wg /100 Ft. Item Area -U- Htg Sen. CIg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain N - WALL -14B 11.2 X 8 50 0.144 4.6 230 2.5 0 125 N -GLAS-1C 1 -P 0-1 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 N - GLAS -1 C 1 -P 0-1 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 UP- CEIL -16G DARK 11.2 X 9.2 103 0.033 1.1 109 1.5 0 153 FLOOR -22A 11 FT 11 0.810 25.9 285 0.0 0 0 Subtotals for structure: 204 2102 0 1142 Infiltration: Winter: 13.5, Summer: 6.0: 40 11.900 476 2.800 236 112 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 516 0.200 0 302 Active People: 230 lat/per, 300 sen /per: 0 0 0 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 0 Lighting: 256 Sensible Gain Total: 1811.75 Temperature Swing Multiplier: X1.00 Room Totals: 3,094 236 1,812 RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 I la I • • ... : • • •: : • • • E Iite.Softwang Ppvelopment, Inc. : : : • • •: p'Vitiak's Residence • • • • • • ..• • • ••• • . • • . • . Detailed Room Loads • • . • .. • • .• • • • • • • 3. Dressing Area • • • • • • • • • • • • • • • • Room Length: 7.6 Feet System Number: Room Width: 4.0 Feet Zone Number: •• • • Area: 30.4 Square Feet Supply Air: 1 • ••. Ceiling Height: 8.7 Feet Required Vent. Air: • , Volume: 264.0 Cubic Feet Actual Winter Ventilation Air: Number of Registers: 1 % of Supply: Runout Air: 40 CFM Actual Summer Ventilation Air: Runout Duct Size: 4 Inches % of Supply: Runout Air Velocity: 458 Feet/Minute Actual Winter Infiltration Air: Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: Actual Loss: 0.238 In.wg /100 Ft. 1 • ••1 ••• •• • • •40 :GFM• �.Q KM: 0 CFM 0 clo 0 CFM 0 % 7 CFM allocated 3 CFM allocated Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain N - WALL -14B 7.6 X 8.7 46 0.144 4.6 212 2.5 0 115 N -GLAS-1C 1 -P 0-0 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 UP- CEIL -16G DARK 7.6 X 4 30 0.033 1.1 32 1.5 0 45 FLOOR -22A 8 FT 8 0.810 25.9 207 0.0 0 0 Subtotals for structure: 104 1190 0 592 Infiltration: Winter: 6.8, Summer: 3.0: 20 11.900 238 2.800 118 56 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 286 0.200 0 147 Active People: 230 lat/per, 300 sen /per: 0 0 0 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 0 Lighting: 85 Sensible Gain Total: 880.25 Temperature Swing Multiplier: X1.00 Room Totals: 1,714 118 880 RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 I * I • • • • • :. • • • • • • • • • • • • •Elite Soft vale Development, Inc. • • • • • • • • Witiak's Residence •• • • • • • • • • • ••• • • • • ••• Detailed Room Loads • • • •• • • •• • • • • • • • .• • . 4. Closet #1 • • • • • • • . • • • • Room Length: 5.5 Feet System Number: 1 Room Width: 7.6 Feet Zone Number: ... •• : :: • :.:8;CFNr Ceiling Height: 8.7 Feet Required Vent. Air: •• • • • • .0. CF4IL • Volume: 364.0 Cubic Feet Actual Winter Ventilation Air: 0 CFM Number of Registers: 1 % of Supply: 0 % Runout Air: 8 CFM Actual Summer Ventilation Air: 0 CFM Runout Duct Size: 2 Inches % of Supply: 0 % Runout Air Velocity: 367* Feet/Minute Actual Winter Infiltration Air: 0 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 0 CFM allocated Actual Loss: 0.420 In.wg /100 Ft. *Runout velocity constraints were not met due to duct schedule limitations. Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain UP- CEIL -16G DARK 5.5 X 7.6 42 0.033 1.1 44 1.5 0 62 FLOOR -22A 26 FT 26 0.810 25.9 674 0.0 0 0 Subtotals for structure: 68 718 0 62 Infiltration: Winter: 0.0, Summer: 0.0: 0 0.000 0 0.000 0 0 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 144 0.200 0 29 Active People: 230 lat/per, 300 sen /per: 0 0 0 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 0 Lighting: 85 Sensible Gain Total: 176.25 Temperature Swing Multiplier: X1.00 Room Totals: 862 0 176 RHVAC - Residential & Light Commercial HVAC Loads Program Germaire Distributors, Inc. Miami, FL 33122 09/24/01 ( *a I • • • •. : • • •; ; : • • • • • • • glite p9velopment, Inc. : : • • •: Vitiak's Residence • • • • • • • • • • • ••• • • • • ••• Detailed Room Loads • • •• • • • • • •• • • • • • • • . •• 5. Closet #2 • • • • • • • • • • • • • • • • • • • ... . ••• ••• • ••• Room Length: 6.8 Feet System Number: 1 Room Width: 4.0 Feet Zone Number: • • • • • ••1 • • • • • Area: 27.2 Square Feet Supply Air: • • • • • • • • 7 =FM • Ceiling Height: 8.7 Feet Required Vent. Air: • . • F •: Volume: 237.0 Cubic Feet Actual Winter Ventilation Air: 0 CFM Number of Registers: 1 % of Supply: 0 % Runout Air: 7 CFM Actual Summer Ventilation Air: 0 CFM Runout Duct Size: 2 Inches % of Supply: 0 % Runout Air Velocity: 313* Feet/Minute Actual Winter Infiltration Air: 0 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 0 CFM allocated Actual Loss: 0.307 In.wg /100 Ft. *Runout velocity constraints were not met due to duct schedule limitations. Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain UP- CEIL -16G DARK 6.8 X 4 27 0.033 1.1 29 1.5 0 40 FLOOR -22A 21 FT 21 0.810 25.9 544 0.0 0 0 Subtotals for structure: 48 573 0 40 Infiltration: Winter: 0.0, Summer: 0.0: 0 0.000 0 0.000 0 0 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 115 0.200 0 25 Active People: 230 lat/per, 300 sen /per: 0 0 0 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 0 Lighting: 85 Sensible Gain Total: 150.25 Temperature Swing Multiplier: X1.00 Room Totals: 688 0 150 RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 ( * • I . •. • • • • • • •Elite Software Development, Inc. •. • • • . • •. • Witiak's Residence • • • • • • • • • • • • • • • • • ••• • • • • ••• Detailed Room Loads • •• • • • • •• • • • • • • • •• 6. Sitting Office • • - •• • • • • • • • - • •' • • • -•. • - -- Room Length: 8.1 Feet System Number: 1 Room Width: 14.3 Feet Zone Number: •• • • • •• 1••• •• Area: 115.8 Square Feet Supply Air: •• :• : : : : Ceiling Height: 8.7 Feet Required Vent. Air: •• • • • • :0. C•FM, • Volume: 1,008.0 Cubic Feet Actual Winter Ventilation Air: 0 CFM Number of Registers: 1 % of Supply: 0 % Runout Air: 78 CFM Actual Summer Ventilation Air: 0 CFM Runout Duct Size: 5 Inches % of Supply: 0 % Runout Air Velocity: 570 Feet/Minute Actual Winter Infiltration Air: 7 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 3 CFM allocated Actual Loss: 0.268 In.wg /100 Ft. Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain N - WALL -14B 8.1 X 8.7 50 0.144 4.6 230 2.5 0 125 N - GLAS -1C 1 -P 0-1 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 UP- CEIL -16G DARK 8.1 X 14.3 116 0.033 1.1 122 1.5 0 172 FLOOR -22A 8 FT 8 0.810 25.9 207 0.0 0 0 Subtotals for structure: 194 1298 0 729 Infiltration: Winter: 6.8, Summer: 3.0: 20 11.900 238 2.800 118 56 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 307 0.200 0 285 Active People: 230 lat/per, 300 sen /per: 1 230 300 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 0 Lighting: 341 Sensible Gain Total: 1711 Temperature Swing Multiplier: X1.00 Room Totals: 1,843 348 1,711 RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 I l la I • • ••• :•• •: : • • • • • • glitgSoftwareApvelopment, Inc. : :: • • • • :Nitiak's Residence • • • • • • • • • • • • • ••• • • • • ••• ` Detailed Room Loads • • • •• • • •• • • • • • • •• 7. Bedroom • ••• • • • • • • • ••• • • • • • • Room Length: 11.6 Feet System Number: 1 Room Width: 15.6 Feet Zone Number: •• • • • •• 1 ••• •• Area: 181.0 Square Feet Supply Air: •. :. ::: 24:1 :CFIW. Ceiling Height: 12.0 Feet Required Vent. Air: •��rFM • Volume: 2,172.0 Cubic Feet Actual Winter Ventilation Air: 0 CFM Number of Registers: 2 % of Supply: 0 % Runout Air: 120 CFM Actual Summer Ventilation Air: 0 CFM Runout Duct Size: 7 Inches % of Supply: 0 % Runout Air Velocity: 524 Feet/Minute Actual Winter Infiltration Air: 27 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 12 CFM allocated Actual Loss: 0.142 In.wg /100 Ft. Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain E - WALL -14B 15.6 X 12 187 0.144 4.6 862 2.5 0 466 N - WALL -14B 11.6 X 12 99 0.144 4.6 456 2.5 0 247 S - WALL -14B 15.6 X 12 147 0.144 4.6 677 2.5 0 366 N - GLAS -1 C 1 -P 0-1 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 N - G.DR -8C 1 -P 0-1 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 S - G.DR -8C 1 -P 0-2 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 S - GLAS -1 C 1 -P 0-2 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 UP- CEIL -16G DARK 11.6 X 15.6 181 0.033 1.1 191 1.5 0 269 FLOOR -22A 43 FT 43 0.810 25.9 1,115 0.0 0 0 Subtotals for structure: 737 6257 0 3076 Infiltration: Winter: 27.1, Summer: 12.0: 80 11.900 952 2.813 472 225 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 1442 0.200 0 883 Active People: 230 lat/per, 300 sen /per: 2 460 600 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 0 Lighting: 512 Sensible Gain Total: 5295.5 Temperature Swing. Multiplier: X1.00 Room Totals: 8,651 932 5,296 - PeRM 600A-97 FLORIDA ENERGY EFFICtEN • i e0bE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs .: • • Residential Whole Building PerformanGa Me hoc A Project Name: Witiak's Residence Address: 665 NE 97th Street City, State: Miami Shores, Fl Owner: Witiak Climate Zone: South Builder: Permitting Office: Perrnit Niwter:: ° JurisclUetign �Jtlmbe�: e o e 66 • eee e e 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC /SHGC - single pane d. Tint/other SC /SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Not In Attic b. N/A Addition _ Single family I 1 No _ 560 ft' ,J 0.0 ft 0.0 ft 246.0 ft 0.0 ft R =0.0, 134.0(p) ft _ R =5.0, 658.0 ft _ R =30.0, 560.0 ft _ Sup. R =6.0, 110.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 24.2 kBtu/hr SEER: 12.00: Cap: 17.0 kBtu/hr COP: 1.00 Cap: 30.0 gallons _ EF: 0.90 Glass /Floor Area: 0.44 Total as -built points: 7370.80 Total base points: 8233.10 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: " CJ I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCPA -203) 6 6 • • 6 - e ° • • WITIAK'S RESIDENCE HVAC LOAD ANALYSIS Witiak 665 NE 97th Street Miami Shores, Florida. Nereyda Quintana UCI Engineering, Inc. 13780 S.W. 56th Strret Suite215 Miami, Florida 33175 (305) 383 -8989 09/24/01 Prepared By: v RIIVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 * Q Elite Software Development, Inc. Witiak's Residence Project Summary Company: UCI Engineering, Inc. Client: Witiak Representative: Nereyda Quintana Address: 665 NE 97th Street Address: 13780 S.W. 56th Strret Suite215 City: Miami Shores, Florida. City: Miami, Florida 33175 Phone: Phone: (305) 383 -8989 Fax: Fax: (305) 383 -9949 Comment: Design Data Project Name: Witiak's Residence Reference City: Miami, Florida Daily Temperature Range: Low Latitude: 45 Degrees Elevation: 7 Feet Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 40 N/A N/A 72 N/A Summer: 92 78 50% 75 58 Check Figures Total Building Supply CFM: 666 CFM per square foot: 1.188 Square feet of room area: 560 Square feet per ton: 353.412 Building Loads Total heating required with outside air: 22,937 Btuh 22.937 MBH Total sensible gain: 14,641 Btuh 87 % Total latent gain: 2,142 Btuh 13 % Total cooling required with outside air: 16,783 Btuh 1.399 Tons (based on sensible + latent) 1.585 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 I I *a Elite Software Development, Inc. Witiak's Residence Total Building Summary Loads Component Area Description Quan Sen. Loss Lat. Gain Sen. Gain Total Gain 1C Window Clear Glass Metal Frame 140 8C Glass Door Single CIr Glass Metal Frame 106 14B Wall 8" or 12" Block + R -5 658 16G Ceiling R -30 Insulation 560 22A Slab on Grade No Edge Insulation 134 5,173 3,917 3,031 591 3,473 0 0 0 0 0 3,798 2,290 1,641 832 0 3,798 2,290 1,641 832 0 Subtotals for structure: 1,598 Active People: 3 Inactive People: 0 Appliances: 0 Lighting: 0 Ductwork: 0 Infiltration: Winter CFM: 83.2, Summer CFM: 37.0 246 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 16,185 0 0 0 0 3,824 2,928 0 0 690 0 0 0 1,452 0 8,561 900 0 600 1,449 2,440 691 0 8,561 1,590 0 600 2,440 2,143 0 Sensible Gain Total: Temperature Swing Multiplier: 14,641 X1.00 Building Load Totals: 22,937 2,142 14,641 16,783 Check Figures Total Building Supply CFM: 666 CFM per square foot: 1.188 Square feet of room area: 560 Square feet per ton: 353.412 Building Loads Total heating required with outside air: 22,937 Btuh 22.937 MBH Total sensible gain: 14,641 Btuh 87 % Total latent gain: 2,142 Btuh 13 % Total cooling required with outside air: 16,783 Btuh 1.399 Tons (based on sensible + latent) 1.585 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 I I . Elite Software Development, Inc. Witiak's Residence System #1 Summary Loads Component Area Sen. Lat. Description Quan Loss Gain Sen. Gain Total Gain 1C Window Clear Glass Metal Frame 140 5,173 0 8C Glass Door Single Clr Glass Metal Frame 106 3,917 0 14B Wall 8" or 12" Block+ R -5 658 3,031 0 16G Ceiling R -30 Insulation 560 591 0 22A Slab on Grade No Edge Insulation 134 3,473 0 3,798 2,290 1,641 832 0 3,798 2,290 1,641 832 0 Subtotals for structure: 1,598 16,185 0 Active People: 3 0 690 Inactive People: 0 0 0 Appliances: 0 0 0 Lighting: 0 0 Ductwork: 0 3,824 0 Infiltration: Winter CFM: 83.2, Summer CFM: 37.0 246 2,928 1,452 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 8;561 900 0 600 1,449 2,440 691 0 8,561 1,590 0 600 2,440 2,143 0 Sensible Gain Total: Temperature Swing Multiplier: 14,641 X1.00 System Load Totals: 22,937 2,142 14,641 16,783 Check Figures Supply CFM: 666 CFM per square foot: 1.188 Square feet of room area: 560 Square feet per ton: 353.412 System Loads Total heating required with outside air: 22,937 Btuh 22.937 MBH Total sensible gain: 14,641 Btuh 87 % Total latent gain: 2,142 Btuh 13 % Total cooling required with outside air: 16,783 Btuh 1.399 Tons (based on sensible + latent) 1.585 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a. unit that meets both sensible and latent loads. RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 a I Elite Software Development, Inc. Witiak's Residence Detailed Room Loads 1. Laundry Room Length: 11.0 Feet System Number: 1 Room Width: 5.5 Feet Zone Number: 1 Area: 60.5 Square Feet Supply Air: 210 CFM Ceiling Height: 10.0 Feet Required Vent. Air: 0 CFM Volume: 605.0 Cubic Feet Actual Winter Ventilation Air: 0 CFM Number of Registers: 1 % of Supply: 0 % Runout Air: 210 CFM Actual Summer Ventilation Air: 0 CFM • Runout Duct Size: 9 Inches % of Supply: '0 % Runout Air Velocity: 475 Feet/Minute Actual Winter Infiltration Air: 29 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 13 CFM allocated Actual Loss: 0.083 In.wg /100 Ft. Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain W - WALL -14B 5.5 X 10 35 0.144 4.6 161 2.5 0 87 N - WALL -14B 11 X 10 44 0.144 4.6 203 2.5 0 110 N - G.DR -8C 1 -P 0 -1 S-4 100 %S 66 1.155 37.0 2,439 21.6 0 1,426 W - GLAS -1 C 1 -P 0 -1 S-4 5 %S 20 1.155 37.0 739 60.3 0 1,206 UP- CEIL -16G DARK 11 X 5.5 61 0.033 1.1 64 1.5 0 91 FLOOR -22A 17 FT 17 0.810 25.9 441 0.0 0 0 Subtotals for structure: 243 4047 0 2920 Infiltration: Winter: 29.1, Summer: 12.9: 86 11.907 1,024 2.814 508 242 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 1014 0.200 0 769 Active People: 230 lat/per, 300 sen /per: 0 0 0 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 600 Lighting: 85 Sensible Gain Total: 4616.25 Temperature Swing Multiplier: X1.00 Room Totals: 6,085 508 4,616 RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 I � I I Elite Software Development, Inc. Witiak's Residence Detailed Room Loads 2. Bathroom #1 Room Length: 11.2 Feet System Number: 1 Room Width: 9.2 Feet Zone Number: 1 Area: 103.0 Square Feet Supply Air: 82 CFM Ceiling Height: 8.7 Feet Required Vent. Air: 0 CFM Volume: 896.0 Cubic Feet Actual Winter Ventilation Air: 0 CFM Number of Registers: 1 % of Supply: 0 % Runout Air: 82 CFM Actual Summer Ventilation Air: 0 CFM Runout Duct Size: 5 Inches % of Supply: '0 % Runout Air Velocity: 604 Feet/Minute Actual Winter Infiltration Air: 14 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 6 CFM allocated Actual Loss: 0.300 In.wg /100 Ft. Item Area -U- Htg Sen. CIg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain N - WALL -14B 11.2 X 8 50 0.144 4.6 230 2.5 0 125 N - GLAS -1 C 1 -P 0-1 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 N - GLAS -1 C 1 -P 0-1 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 UP- CEIL -16G DARK 11.2 X 9.2 103 0.033 1.1 109 1.5 0 153 FLOOR -22A 11 FT , 11 0.810 25.9 285 0.0 0 0 Subtotals for structure: 204 2102 0 1142 Infiltration: Winter: 13.5, Summer: 6.0: 40 11.900 476 2.800 236 112 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 516 0.200 0 302 Active People: 230 lat/per, 300 sen /per: 0 0 0 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 0 Lighting: 256 Sensible Gain Total: 1811.75 Temperature Swing Multiplier: X1.00 Room Totals: 3,094 236 1,812 F*HVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 I i0 Elite Software Development, Inc. Witiak's Residence Detailed Room Loads 3. Dressing Area Room Length: 7.6 Feet System Number: 1 Room Width: 4.0 Feet Zone Number: 1 Area: 30.4 Square Feet Supply Air: 40 CFM Ceiling Height: 8.7 Feet Required Vent. Air: 0 CFM Volume: 264.0 Cubic Feet Actual Winter Ventilation Air: 0 CFM Number of Registers: 1 % of Supply: 0 % Runout Air: 40 CFM Actual Summer Ventilation Air: 0 CFM Runout Duct Size: 4 Inches % of Supply: , 0 Runout Air Velocity: 458 Feet/Minute Actual Winter Infiltration Air: 7 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 3 CFM allocated Actual Loss: 0.238 In.wg /100 Ft. Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain N - WALL -14B 7.6 X 8.7 46 0.144 4.6 212 2.5 0 115 N - GLAS -1C 1 -P 0-0 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 UP- CEIL -16G DARK 7.6 X 4 30 0.033 1.1 32 1.5 0 45 FLOOR -22A 8 FT 8 0.810 25.9 207 0.0 0 0 Subtotals for structure: 104 1190 0 592 Infiltration: Winter: 6.8, Summer: 3.0: 20 11.900 238 2.800 118 56 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 286 0.200 0 147 Active People: 230 lat/per, 300 sen /per: 0 0 0 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 0 Lighting: 85 Sensible Gain Total: 880.25 Temperature Swing Multiplier: X1.00 Room Totals: 1,714 118 880 RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 .a I Elite Software Development, Inc. Witiak's Residence Detailed Room Loads 4. Closet #1 Room Length: 5.5 Feet System Number: Room Width: 7.6 Feet Zone Number: Area: 41.8 Square Feet Supply Air: Ceiling Height: 8.7 Feet Required Vent. Air: Volume: 364.0 Cubic Feet Actual Winter Ventilation Air: Number of Registers: 1 % of Supply: Runout Air: 8 CFM Actual Summer Ventilation Air: Runout Duct Size: 2 Inches % of Supply: Runout Air Velocity: 367* Feet/Minute Actual Winter Infiltration Air: Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: Actual Loss: 0.420 In.wg /100 Ft. *Runout velocity constraints were not met due to duct schedule limitations. 1 1 8 CFM 0 CFM 0 CFM 0 % 0 CFM 0 % 0 CFM allocated 0 CFM allocated Item Area -U- Htg Sen. Description Quantity Value HTM Loss Clg Latent Sen. HTM Gain Gain UP- CEIL -16G DARK 5.5 X 7.6 FLOOR -22A 26 FT 42 0.033 1.1 44 26 0.810 25.9 674 1.5 0 62 0.0 0 0 Subtotals for structure: Infiltration: Winter: 0.0, Summer: 0.0: Ventilation: Winter: 0.0, Summer: 0.0: Ductwork: Active People: 230 lat/per, 300 sen /per: Inactive People: 150 lat/per, 250 sen /per: Appliances: Lighting: 68 718 0 0.000 0 0 0.200 144 0 0 0 62 0.000 0 0 0 0 0.200 0 29 0 0 0 0 0 0 85 Sensible Gain Total: Temperature Swing Multiplier: 176.25 X1.00 Room Totals: 862 0 176 RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 i *a I Elite Software Development, Inc. Witiak's Residence Detailed Room Loads 5. Closet #2 Room Length: 6.8 Feet System Number: 1 Room Width: 4.0 Feet Zone Number: 1 Area: 27.2 Square Feet Supply Air: 7 CFM Ceiling Height: 8.7 Feet Required Vent. Air: 0 CFM Volume: 237.0 Cubic Feet Actual Winter Ventilation Air: 0 CFM Number of Registers: 1 % of Supply: 0 Runout Air: 7 CFM Actual Summer Ventilation Air: 0 CFM Runout Duct Size: 2 Inches % of Supply: -'0 Runout Air Velocity: 313* Feet/Minute Actual Winter Infiltration Air: 0 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 0 CFM allocated Actual Loss: 0.307 In.wg /100 Ft. *Runout velocity constraints were not met due to duct schedule limitations. Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain UP- CEIL -16G DARK 6.8 X 4 27 0.033 1.1 29 1.5 0 40 FLOOR -22A 21 FT 21 0.810 25.9 544 0.0 0 0 Subtotals for structure: 48 573 0 40 Infiltration: Winter: 0.0, Summer: 0.0: 0 0.000 0 0.000 0 0 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 115 0.200 0 25 Active People: 230 lat/per, 300 sen /per: 0 0 0 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 0 Lighting: 85 Sensible Gain Total: 150.25 Temperature Swing Multiplier: X1.00 Room Totals: 688 0 150 RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 * a I Elite Software Development, Inc. Witiak's Residence Detailed Room Loads 6. Sitting Office Room Length: 8.1 Feet System Number: 1 Room Width: 14.3 Feet Zone Number: 1 Area: 115.8 Square Feet Supply Air: 78 CFM Ceiling Height: 8.7 Feet Required Vent. Air: 0 CFM Volume: 1,008.0 Cubic Feet Actual Winter Ventilation Air: 0 CFM Number of Registers: 1 % of Supply: 0 % Runout Air: 78 CFM Actual Summer Ventilation Air: Q CFM Runout Duct Size: 5 Inches % of Supply: '0 % Runout Air Velocity: 570 Feet/Minute Actual Winter Infiltration Air: 7 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 3 CFM allocated Actual Loss: 0.268 In.wg /100 Ft. Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain N - WALL -14B 8.1 X 8.7 50 0.144 4.6 230 2.5 0 125 N - GLAS -1 C 1 -P 0-1 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 UP- CEIL -16G DARK 8.1 X 14.3 116 0.033 1.1 122 1.5 0 172 FLOOR -22A 8 FT 8 0.810 25.9 207 0.0 0 0 Subtotals for structure: 194 1298 0 729 Infiltration: Winter: 6.8, Summer: 3.0: 20 11.900 238 2.800 118 56 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 307 0.200 0 285 Active People: 230 lat/per, 300 sen /per: 1 230 300 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 0 Lighting: 341 Sensible Gain Total: 1711 Temperature Swing Multiplier: X1.00 Room Totals: 1,843 348 1,711 RHVAC - Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 09/24/01 * Q Elite Software Development, Inc. Witiak's Residence Detailed Room Loads 7. Bedroom Room Length: 11.6 Feet System Number: 1 Room Width: 15.6 Feet Zone Number: 1 Area: 181.0 Square Feet Supply Air: 241 CFM Ceiling Height: 12.0 Feet Required Vent. Air: 0 CFM Volume: 2,172.0 Cubic Feet Actual Winter Ventilation Air: 0 CFM Number of Registers: 2 % of Supply: 0 % Runout Air: 120 CFM Actual Summer Ventilation Air: A CFM Runout Duct Size: 7 Inches % of Supply: '0 Runout Air Velocity: 524 Feet/Minute Actual Winter Infiltration Air: 27 CFM allocated Design Loss: 0.100 In.wg /100 Ft. Actual Summer Infiltration Air: 12 CFM allocated Actual Loss: 0.142 In.wg /100 Ft. Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain E - WALL -14B 15.6 X 12 187 0.144 4.6 862 2.5 0 466 N - WALL -14B 1t6 X 12 99 0.144 4.6 456 2.5 0 247 S - WALL -14B 15.6 X 12 147 0.144 4.6 677 2.5 0 366 N - GLAS -1C 1 -P 0-1 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 N - G.DR -8C 1 -P 0-1 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 S - G.DR -8C 1 -P 0-2 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 S - GLAS -1C 1 -P 0-2 S-4 100 %S 20 1.155 37.0 739 21.6 0 432 UP- CEIL -16G DARK 11.6 X 15.6 181 0.033 1.1 191 1.5 0 269 FLOOR -22A 43 FT 43 0.810 25.9 1,115 0.0 0 0 Subtotals for structure: 737 6257 0 3076 Infiltration: Winter: 27.1, Summer: 12.0: 80 11.900 952 2.813 472 225 Ventilation: Winter: 0.0, Summer: 0.0: 0 0 0 Ductwork: 0.200 1442 0.200 0 883 Active People: 230 lat/per, 300 sen /per: 2 460 600 Inactive People: 150 lat/per, 250 sen /per: 0 0 0 Appliances: 0 0 Lighting: 512 Sensible Gain Total: 5295.5 Temperature Swing Multiplier: X1.00 Room Totals: 8,651 932 5,296 No. 2071 BUILOtNC DEPARTMENT lOOFO N.E. sr. .ONO AVFNIIE MIAMI SHORES, FLORIDA 3J0e•PAR2 rctcpmONE IJOGI 799.2'( FAX 1]0+7 794 49/ CER1C➢>r1iCATE °IF COMPiLETIO Date: January 24. 2003 t.)vvner, Agent or Tenant of Building: William Witial:..ir. and Shelley Witiak 1,0t 20 and E 'h of 19, Block 101 Miami Shores Section 4 AMD Street. Address: 665 N. E. 97 Street Approved Use: Single Family Home Remarks: BP 2002 -68 13P 2002.510 EL 2002 -29 Pi . 2002 -23 ME 2002 -■am This CERTIFICATE OF CQOMPiLETION is issued to William Witiak. Jr. and Shelley Witiak for work done in a single family home residence at the above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning. Electrical Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection. construction. alteration or remodeling of building or structures. GEO , DE Building Official L T /T 39tid Z2.689SL90£:XU3 ---- 39d11I11- S38OHS- IL4WU:OI 0 £0. bZ "TO OT6 °N 311J 'CONTRACTOR r:- X,,, . i i ' 5 ,,i Nam Name Address L..... _ Li No. 42.. L Y( _13 Z Adareas 5 (e(( 5 1�: i ci 5 T-(_ - — • , e4 -icie- Telephong, 9./.. 4/3 77 ! u� 7 7 Fax Fax n ■ Qualifier Nanauz.. —.— tt Foundation Only PROP ,D, • TY OWNER 1' r:- X,,, . i i ' 5 ,,i Nam Enclosure Address L..... _ %J Repair Home Telephone Alteration Interior Business Telephone Relocation of Structure Fax n ■ Shell Only tt TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'I Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION ob Address: i(. /V t, 9 7 5 ii (A1vj ! Sim S 4/ • Address Apt. City State Folio Number Description of Work 'rs 6 1 -- 0 (e- — t-'% -e Lot '-'77 r„ G A rn1 1`i Block Subdivision PB PG Zoning Linear Feet Current Use of Property Y\� j Square Feet Proposed Use of Property R 5 '-- '1�lue of Work l COO , 0 0 Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Tenant Information Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax c� 4 PERMIT APPLICATION Master Permit No. • (,) Subsidiary Permit No. • 0 3 - /0 Zip Units Floors ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, P' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE Print Name Sworn to and subscribed before me this Signature of Notary Public - State of Florida SEAL: Personally known OR, Produced Identification Type of Identification Produced: PERMIT APPLICATION TE OF FLORID COUNTY OF MIAMI -DADE Q ontract ualifi .) , Print Name �,�9 day of Sworn to and subscribed bef.re me this ° C2 "I ay of Personally known OR, Produced Identification Type of Identification Produced: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) 1/ �$�//,� \./A (sq.ft. = x/1000 x ¢.60) Inspector State Educational Fund $ (¢.005 /sq.ft.) State DCA (Radon) Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) • HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE (¢.01 /sq.ft.) PERMIT APPLICATION 0 CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) 0 CONTRACTOR REGISTRATION (On File) TOTAL CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL o (305) 795 -2207 ® FAX (305) 756 -8972 ® http : / /www.miamishoresvillage.com ELECTRICAL TYPE. Minimum Fee QTY. '1'YPl': Dryer QTY. TIT'L: Outlet, Appliance QT). TY Service Repair Q FY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs AJC Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs AJC Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps AJC Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, IntercomlTeleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE. Condensate Drain QTY. TYPE, Generator QTY. "TYPE Refrigeration, Tons Q V. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost AJC Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY .1.1.1,1; Drains, Roof QTY. . Miscellaneous Fixture Q . L . .1.x.1,1., Soakage Pit (fry. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: .3r L Gam/ v`� /4 , /5 @ / . , -.- /�, "0,4�►°: /4 4ft, �� L zZ 77 24 ., 5 / nd44? OA0/78 / • 155 LI.tJ - 2 Li d _c- • � • • • ••• • ( apt a 4 C C . . . a rr r+..,r ♦; f; mei Tun . rmy, CPIj anti El evations added .e2r , iyX7 1Z_ ". *7A/ PROPERTY OF: 10r VAUD wattWir - not SIGNATURE Anti Tnc UKJGiNA4 RACED SEAL Dr MDR IDA LICENSED stu,,. AND MA/TR .i ro NE, 97 57' �OcaT /ON Mme/? 4 . P. BOUNDARY sugvtr- t hereby certify that the tumor repre- sented hereon meets the minimum technical uandards set forth *the Board of Land Sermon an daps i1GT74 Florida Administrative code pursuant ant to Section C.W. : Fla Sauget The are no encroachments. amnia" easements appearing on the Rat. other than as than - 5,:szn6 5753 N. MCC a.rnoe AM WlreR tw 7_1 e_nl opnr.Prtified" , Name, Certifz.e 2 This property described as: All of Lot 20, and the East 1/2 of Lot 19, Block 101, AMENDED PLAT OF MIAMI SHORES SECTION NO. 4, according to the Plat thereof, as recorded in Plat Book 15, Page 14, of the Public Records of Dade County, Florida. NOTE: L : F:'Et;EV. = 8.38 de: habitable floor elevation. Elevations shown refer to N. 1929:. Lowest Adjacent Grade B:I3. #'. ,U -6 ELEV. GA -NAGE ELEVATSON E.R.P.' _ 447 Witiak, William, Jr., and Gold- Witiak, Shelley E., 665 N.E. 97th Street, Miami Shores, Flor.i LANNES AND GARCIA, INC. L I. t1 2U98 SURVEYORS-MA MILS-LAND I'La Beale Smith *5238 p,115 - r - o E.. s5-PIHo A # ()Mee address: .359 .%lcater avenue. (oral Gables. 1 (J05) 066 -7909 (954) 3234663 FIELD DATE SCALE Gb /f- 0 an . M DRAWN BY Q.D. P.' 5'-0" MAX 2' -O" .. • • • .. ... . . • 4" X 4" Wood 1 ' • ...... 2" X 4" Wood Ball 1 "X6 "orl "X8" Wood PIcke15 Concrete v . 4 A II - -�� —III I =II II =II= a FEIN I —III • • .•. • • • .•• •. .• • • • •. .• • • • • • • • • • • • • • • • • • • • • • .. • • • • • ••• WOOD FENCES ... • .. • ... • • • • .. • • • • .. • • • • • • .. .. • • ... • • • • 3 -0" 2915 Fences Wood Posts 4' -0" High or Less = 6' -0" O.C. 5' -0" High or Less = 5' -0" O.C. 2915.1 Wood fences, so located on a property that by zoning regulations they cannot be used as a wall of a building, shall be constructed to meet the following minirnum specifications. (a) Fences not exceeding 5 feet in height shall be constructed to meet the following minimum requirements: from nominal 4 inch by 4 inch by 8 feet -0 inch long posts spaced 5 fee'. -0 inches on centers, having a fiber stress of 1200 p.s.i. in bending, and shall be embedded 2 feet -0 inches into a concrete footing 1 foot -0 inches in diameter and 3 feet -0 inches deep. Other components shall be designed to comply with the provisions of this Chapter and Chapter 23. (b) Fences not exceeding 5 feet and 4 feet in height respectively shall be constructed as provided in paragrap'i 2915.1 (a) herein, except that the spacing of posts may be increased to 5 feet -0 inches and 6 feet -0 inches on centers for these heights. c .090 :rra vs' � O FLAT BAR 2 3/8' 1 P2 2' .050 AIIK VARIOUS DECREE - CORNER PAN .050 It1/N. CORNER PAN 7/8' 1 3/32' 3 7/32' c1 3 1/32' 7/16.f -1 125 MOUNTING HOLES 12 1/2' O.C. it 29/32' L CROSS SECTIONS VARIOUS TYPES OF F -TRACK NOT SHOWN 1,11/2' 2 3/8' 1 1/2' 1 1 RETURN .060 MIN. Jz 7/8' 3/32' 3 7/32' • 1 3/32' VARIES 1 1 5" MIa7LLW SPECIAL NET PANEL SECTION 3 7/32' 1 3/32' 7/8' - BLOCKING 1 VARIES 5 13/16' j VARIES 3' MAX. 1/8' .060 MIN. .090 2' N 1 1/2' 1 ALL =as 3/14' ( rm. ) STUD MAY BE LNTALLED ALL DV REVERSE DIREL7/ON 1 'f` AAPLRi1T1tiY6 ANGLES 57V0060 IN MIMES STUDDED T1 SHORTER LEG ONLY Ism. < IL1N� 1/4-20 X 3/4 1 18-8 STAK1SS STEEL maw STU2ls 12 1/2" 0.C. REFER 7a APPLILUA01G ON SKIS 2 d J ANCHOR MOONING HOLES LOCATED ON EI MER HORIZONTAL OR VERTICAL LEG. ® ®A STUDDED ANGLE DETAIL 1/8" x 1 1/2" FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE COMPLIES WITH: S.F.B.C. 1994 EDITION FOR DADE COUNTY, SOUTH FLORIDA BUILDING CODE 2314.5 FATIGUE LOAD Its NNC AND 2315 IMPACT TESTS DESIGN CRITER /A: WIND LOADS PER CHAPTER 23 OF S F.B C. PRESSURE REQUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 -88 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES GENERAL NOTES: ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6063 -T6 OR EQUAL STORM PANELS .SHALL BE: 24 GAUGE STEEL, ASTM A653 SO GRADE E MIN. Fy - 80 K.S.L MIN /MUM VALUE HOT DIP COATED. WITH A NOMINAL WIDTH OF 72 1/2' THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY. IN ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN. 1 8' MIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF 774E SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOWING OR EQUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4" DA. R4WL LOK /BOLT ANCHOR ( SLEEVED DRIVE ANCHOR ) MIN. TENSILE 1190 - MIN. SHEAR 1520 - 1 1/8' MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 - MIN. SHEAR 1270 - 1 1/8" MIN. EMBED. IN MASONRY 1/4 -20 RAWL - CALK -IN ANCHOR ( MACHINE SCREW ANCHOR ) WITH 1/4 -20 BOLTS MIN. TENSILE 1670 - MIN. SHEAR 1730 - 7/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 880 - MIN. SHEAR 1340 - 7/8" MIN. EMBED. IN MASONRY 1/4" PERMA -SEAL TAPPER BY R4WL (MASONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENSILE 1520 - MIN. SHEAR 1980 - 1 7/2' . MEN EMBED. IN CONCRETE MIN. TENSILE 880 - MIN. SHEAR 1270 - 1 1/4' MIN. EMBED. IN MASONRY 1/4" ZAMAC NAILIN BY RAWL (ZAMAC HAMMER DRIVES ) MIN. TENSILE 960 - MIN. SHEAR 1400 - 1 3/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 730 - MIN. SHEAR 1320 - 1 7/4" MIN. EMBED. IN MASONRY ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4 .SrttL LAGS OR LARGER 147711 I" MIN. THREAD PENETRATION, 1/4 -20 BRASS WOOD BUSHINGS OR 1/4" ELCO PANEL MATES WITH 1 7/8" MIN. THREAD PENETRATION. REFER TO SHtt 1. 5,6 & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMENTS IT SHALL BE THE RESPONS /BIUTY OF 7745 CONTRACTOR TO VERIFY THE SOUNDNESS OF 774E STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING METALTECH, INC. HIALEAH, FL ' " DADE COUNTY PRODUCT CONTROL APPROVED " WARNING TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPENING. STATING " STORM PANELS WILL NOT OFFER HURRICANE PROTEC770N UNLESS ALL REINFORCING SIR4PS OR BOLTS ARE PROPERLY INSTALLED. WHEN REOURED PERMANENT FAS7ENER COMPONENTS. EMBEDDED ANCHOR BOLTS. THREADED CONES OR METAL SHIELDS, NOT IN USE MUST BE PROTECTED AGAINST CORROSION. CONTAMINATION AND DAMAGE AT ALL TIME • • • , I .. .� • ROBERT S. MONSOUR, PE EB- 0006024 lRTMS EVGINEEQIMG. PSC APPROVED PS COMPLYING WITH THE SOiI^1 FLORIDA. BUILDING CODE D4Tc BY PRODUCT CO L DIV!S:ON BUitDING CODE COMPLIANCE OFFICE ACCEPTANCE NO _q € -03014 •03 24 ga. b a 1i • 1 BY 03/20/98 06/12/98 8/14/98 SP SP SEP/ JR8 01/10 ht1N 98001 1 7 ,m, SEE ANCHOR SCHEDULE CONNECTION TYPE "D" A DETAIL 1 OBSTRUCTION FLOOR PLUG AND M4aONE SCREW ARMOR 12' QC. FULL STORM PANEL (TYP.) DETAIL 5 DETAIL 9 OAR`/ CORNER A 4 R) ORO FIANCE MAY BE REVERSED f/4 -20 THRU BOLT W/ LOCK MIT 12' 0.C. HEADER or SILL SPECIAL PANEL CONFIGURATION WY 8E NEEDED FOR TRAPPED WIDTHS. PANELS ANY BE ADDED 7O W11N A MAADI/UM A00 -ON OF 3' FASTENED TO PANE1 BY THE USE OF 1 POP RIVETS 4 6 TUBULAR RIVETS OR 10 -24 U BOLTS 16' 0.C. RETURN PAK ANGLZ TUBE OR WOOD MUST BE USED ON ALL BUILD OUT CONDIT70'6 TO CLOSE OFF E 0s RETURN PAN ViARIOLIS Sr005 1/8 X 1 1/2 FLAT 84R Sal STUDDED $ITh sw agns ( SEE ANCHOR SCHEDULE CONNECTION TYPE "C" C HEADER or SILL DETAIL 2 PLAN VIEWS DETAIL 12 A, 8, C & D NOTE:*' SLOTTED MOUNTING HOLE AMY BE USED N COV7E1? WEB OF PANG. T)P. FOR ALL SPECIAL PAN APPLICATIONS. 1 MIN. SEE ANCHOR SCHEDULE CONNECTION TYPE "E" DETAIL 6 7 5/8' Aux mot' 71.5 PSF MAXIMUM • •_ -ra MAXNLAI PANEL MIGHT 961. DETAIL 10 S3L ON BOTTOM PAN WHOLE OR O CONTINUOUS BLOCKNG 3/16 ANGLE DETAIL 3 HEADER at SILL R hI MAY BE INSTALLED IN REVERSE DIRECTION BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 6' QG USED AS HERDER OR SILL HEADER or SILL R.!/ MAY BE INSTALLED IN REVRSE DIFRECTION AS IN DETAIL 6 R® CONTINUOUS BLOCKING 3/16 ANGLE BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK MIT 6 0.G USED AS HEADER OR SILL RO CONTINUOUS BLOCKING 3/16 ANGLE 1/4 -20 MASHIN£ SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 3' O.C. 3; MIN • EDGE DISTANCE POURED CONCRETE ONLY 0PITON4L LLSE 0P 1//8 ANGLE F•]R PURPOSE OF FXTDVDWMG WALL MAXIMUM G4P BETWEEN STROM PANEL AND D.LO. SHALL NOT EXCEED 1/4' 7/4-20 x 3/4 awraFD STUDS AS VIEWED FROM FRONT NEW BATH WA HIRED WINLGNUTS (7YP.) INSIDE CLOSER PAN ASSEMBLY Ail w 1111■111, PANG NOTCHED AT BOTTOM TO PASS OVER STUD AND WWIUT AV S U (6AGH SID) to: SEE 'ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 4 NOTE:* SEE ANCHOR SCHEDULE CONNECTION TYPE 'A" OR OTHER HEADER or SILL REFER TO THAT APPUC4TION FOR PROPER CONNECTION TYPE CONTINUOUS WOOD BLOCKING VARIOUS SIZES DETAIL 7 60 \E.D. ED .\ HORIZONTAL INSTALLATION ELEVATION STORM PANEL ROBERT S' MONSOUR, PE EB- 0006024 Q1GINEE¢INNG, INC • INNOoW OR ODOR OPE1mio 2 3/4' mat MAX WN PWACI` STORM PANEL WY BE MOUNTED VERTICALLY OR HORIZONTALLY DETAIL 11 WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE r VERTICAL INSTALLATION ELEVATION SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 8 SEE ANCHOR SCHEDULE 0 CONNECTION TYPE "D" R CONTINUOUS BLOCKING BOLTED TOGETHER 147774 1/4 -20 THRU BOLT W/ LOCK NUT 12' 0.G RC) CONTINUOUS BLOCHONG 1/4 -20 x 3/4 KNURLED STUDS - W1TH WASHERED W/NGNLITS 12 1/2' 0.G (7YP.) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL. LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, MASONRY. APPROVED AS CC`r: ?.Y:i'.G Y:"TH THE SOS /1.-; C3DE DAL 12 to PRODUCT CD. :ROL DVS ON • BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOR8 • R EVISI ONS er 03/ sP 06/12/98 08/14/98 SP SP SEP / .lRB / Emu 7 01/0/98 98001 mar 2 1/4 -.20 FLOOR PLUG 'WITH MACHINE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY 4 CONlECT10N TYPE • "A' • E.D. REFER TO DEFECTION CHART CLASS STORM PANEL CONNECTION 1/4 -20 FLOG PLUG WITH 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL INTO W000 DETAIL 15 DETAIL 19 SERVE THRU WINDOW STORM PANEL NOTE: THE METALTECH STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF ONE OR A COMBINATION OF DETAIL 13 more* 3/8" THRUBOLTS 9 1/2" O.C. WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" 1 1/4" MAXIMUM W000 COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12" O.C. x NOTE* 1/4" PANEL MATE SCREW WITH 14 -20 STUD HEAD &WITH WASHERED WINGNUT - . HEADER OR SILL WOOD, CONCRETE OR MASONRY 1/4 ' PANEL MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY ®or ®HEADER or SILL SCREWED OR BOLTED TOGETHER MOTH 1/4-20 THRU BOLT W/ LOCK NUT 12' O.C. CONTINUOUS BLOCKING OR ® 1/4' ANGLE 59.5 PSF MAXIMUM / PANEL HEIGHT 109" MAXIMUM DETAIL 20 ADJUSTABLE HEADER OR SILL CONNECTION TYPE "A" REFER TO DEFECTION CART GLASS MEMIkotim STORM PANEL TION TYPE "A" 1/4 MA.SHIN£ SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4' MASONRY SCREW 4" 0.C. r MIN. EDGE DISTANCE POURED CONCRETE ONLY DETAIL 17 STUCCO FINISH REFER TO DEFECTION CHART NOTE:* .STOR P EL marls &nano irie, ne OD PANEL SECURED WITH WASHERED WINCNUTS ®0 ROBERT - S. • MONSOUR, PE EB- 0006024 Ep• CbMECTION TYPE "A" • 4 HEADER ar SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 18 1■1. - 0 • CONNECTION ' TYPE "A" PM5TUCCO I NSTAL-LAT1 ON DETAIL 14 CLASS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUIILK SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO #2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE - OR SUCURELY ATTACHED TO FRAAA10 , u TL/RF AreKOVLu i+S CG �'�:T'I \G MN THE SOLID ^ O %!DA B i 1D'.1iG CODE Q DATc ► ,, J sa 1918 BY PRODUCT. CO ri tL DIV!S•ON BUILD NG CODE COMPLSANCE OFF!CE ACCEPTANCE NO. ( IS -DR 04.0 REVISIONS eY 03/20/98 sP 04/20/98 SP 06/12/98 sP 08/14/98 sP • w / •Irm / RSM - 01/76/97 slmwrr 98001 3 .ms DE5/GN PRESSI RE PANEL SPAN 44.40 124" 47.81 123 51.23 119" 58.06 172" 61.47 109" 66.85 104" 71.46 100" 75.30 95" 81.45 88" 86.83 82" 91.44 78" PANEL HEIGHT 0 aver 9e-124' WALL MOUNT 2 5/8' 3 1/2" INSIDE MOUNT 2 5/8" 3 1/2" BUILD OUT 25/8' 33/4" PANEL HEIGHT 0"-104" 10e-124" WALL MOUNT 2" 2 1/4 INSIDE MOUNT 2" 2 1/4" BUILD OUT 2" 2 1/4" THE ME''TALTECH STORM PANELS MAY BE INSTALLED WITH OR. WITHOUT THE 24 GAUGE MAXIMUM IMPACT STEEL STORM PANEL HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. 24 ga. STEEL 3. 8 m tO FRONT VIEW SIDE NEW 3. . fl 1/4 -20 STUD WITH W/NGNUT 12 1/2" 0.0 124' MAX. PANEL HEIGHT NO PANEL STRAP IS REQUIRED PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL HORIZONTAL BRACE STRAP 1 /8' X 3/4" FLAT ALUMINUM BAR SIDE NEW FRONT VIEW DETAIL "E" MAXIMUM GAP BETWEEN PANEL AND HEADER 15 1/4" (TYP.) DETAIL "F" 3. 8 FASTENER MUST BE IN NORROW PORTION OF KEY HOLE MOUNTING HOLE MAY ALSO BE A 9/16' DIA. CIRCLE DETAIL "G" DETAIL 13 ON SHEET 3 WALL MOUNT ANCHOR. PANG TDP & BOTTOM NO NOR. OR SILL HORIZONTAL BRACE 'STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY a a v DETAIL 13 ON SHEET 3 DETAIL .3,4, do 8 ON SHEET 2 t z h DETAIL 3,4, do 6 ON SHEET 2 ANCHORING PANEL TOP & BOTTOM WITH STUDDED HDR/SILL 11 FRONT VIEW SIDE NEW HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPUCATION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 DETAILS 3,4 AND 8 ON SHEET 2 WALL MOUNT WALL MOUNT NI H HDR AND SILL TYPICAL SECTION VIEWS r 1 124" MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN PANEL DEFLECTION CHART WITH HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL DETAILS 5,7,9,10 AND 11 ON SHEET 2 DETAILS 5,7,9,10 AND 11 ON SHEET 2 ROBERT S. MONSOUR, PE EB- 0006024 PATHS EI1GlNEEQI1IG, PIC BUILD OUT *ITN HD& AND S8' DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET 3 DETAIL 4 ON SHEET 2 INSIDE MOUNT 17171 HD2 AND SIZL APPROVED AS COMPLYING V!iTH THE . SOUTH FLORIDA BUILDING CODE DATC c . C91 19 EY PRODUCT CON 41 DIV.S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO " — t o 4' D 3 I REVISIONS 03/20/98 06/12/98 08/14/98 8f SP SP 1 Z tze A 5a G � _ Z w • 01/10/98 sHSN 98001 OUT 4 7 '.,' • A N C H Q R S C H E D U L E 7. 13 13 6 13 13 5 12 , 12 16 16 1 ........:.... 13 ......... 13 16 .. 16 10 13 : 13 16 • 16 8 13 13 16 16 16 16 16 16 16 16 13 . 13 12 12 11 11 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 1/4' RAWL LOK/BOLT (SLEEVE ANCHOR) 111r MIN. EMBEDMENT U ANCHOR 1/4' RAWL ZAMAC NAIUN DRIVE (HAMMER DRIVE ) 1 3/8" MIN. EMBEDMENT IN CONCRETE 1 1/4' MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES . (MASONRY SCREWS) 1/4' RAWL PERMA-SEAL TAPPER 1/4 ELCO PANEL MATES 1 1/2 MIN. EMBEDMENT IN CONCRETE 1 1/4' MIN. EMBEDMENT IN BLOCK 1/4-20 x 7/8' , 1/2 DIA. RAWL CALK -IN (MACHINE SCREW ANCHOR) 7/8' MIN. EMBEDMENT 68" SPAN 88 - SPAN , 124' span 68' SPAN I 1 1/4 13 11 10 4 4 5 4 7 3 3: 4 3 3- 16 • 13 13 `13 13 16 13 ......_ 13 . 13 16 ...... 13 ..... °... - x 13 7 13 13 16 13 10 : 13 13 16 • 13 : 6 13 13 16 : 13 ? 12 13 : 13 16 : 12 : 7 13 13 16 : 13 10 13 13 14 : 11 6 13 13 16 : 13 8 13 13 13 10 . 5 : 13 : 13 16 16 1 16 16 16 16 16 16 16 10 8 6 13 11 13 13 13 11 13 7 8 13 13 13 13 13 13 13 6 6 9 10 13 12 - 6 5 8 9 12 13 11 5 4 4 4 5 ................. 3 3 4 3 16 ...._ 13 ..__ _..__ 16 __... ._. ..._ 13 13 16 13 6 13 13 13 16 12 7 13 13 13 ... 14 11 6 13 13 13 13 ? 10 5 13 13 10 8 9 7'~ 8 5 ° 4 5 4 ROBERT . MONSOUR, PE EB- 0006024 2A7'IS ENGINEERING, IC NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDl77ONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. A.??PCVED AS COMPLY:NS MTh THE Sarni _ CIDA BW1DING CODE D= TL t 01 19 a DIV:S OBI SUILD,PI;G CODE COMPLANCE OFFICE = .CCE ?TANC= NO kg - 03o U. -a3 REVISIONS BY 03/20/98 sP 03/20/98 sP 0 8/14/98 SP 1 • . sSVera 01/10/98 sreovly 98001 5 7 ,� J • • . • ANCHOR ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 1/4' RAW.. ZAMAC NAIUN DRIVE (HAMMER DRIVE ) 1 3/8' MIN. EMBEDMENT IN CONCRETE 1 1/4' MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES g`-Xu uIr ?t,LeiLra L L �I�L`1 umzzoi- I amv I I ILL (MASONRY SCREWS) 114' RAWL PERMA-SEAL TAPPER 1/4' ELCO PANEL MATES 1 1/2' MIN. EMBEDMENT IN CONCRETE 1 1/4' MIN. EMBEDMENT IN BLOCK 11 13 ! 16 10 11 15 S C H E D U L E • ROBERT J.: MONSOUR...PE EB- 0006024 24 111 a 1ar1 lNG. ne NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE OCCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUIIti? SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY. APPROVED AS COMPLYING W :TH THE SOUTH P OR 3A BU!L D NG CODE DAT' ��•• ,` BY if — ! .. i PRODUCT CON ' L OIV.S.OiN BUILDiNG CODE ( COMPL;ANCE OFFICE ACCEPTANCE NO '1 — D30/4-0 ■ ♦ REVISIONS 8Y 03/20/98 06/12/98 08/14/98 sP sP sP ♦ v w 0 Z w (■-• 1 • SEP /OW/AMU 01/10/98 SHOWN s 98001 7 SOT 6 1•11.11 16 13 8 13 14 7 6 .. - 12 4 [#zommm> WOOD LAGS 1" MINIMUM TREAD PENETRATION WOOD LAGS 1" MINIMUM TREAD PENETRATION 1/4" ELCO PANEL MATES 1 7/8" MIN. THREAD PENETRATION 1/4" ELCO PANEL MATES 1 7/8" MIN. THREAD PENETRATION 68" SPAN 16 1 3 ........_ 8 ..._ 88" SPAN 14 11 6 13 13 105" SPAN 12 6 : 5 1 8 . 9 124 " SPAN _10 4 3 5 4 t58 SPAN 16 13 . 10 13 . 13 88" SPAN 16 13 7 _.... 13 13 105" SPAN 14 7 6 9 10 124" SPAN 12 4 5 6 4 68" SPAN 16 13 12 : 13 13 13 13 12 13 88" SPAN 16 13 .............. 105" SPAN 16 9 124" SPAN 15 5 105" SPAN 12 6 5 8 9 124" SPAN 10 4 3 : 5 4 88" SPAN 14 105" SPAN 12 124" SPAN 10 13 11 13 13 13 9 13 13 8 7 11 12 ............................. 5 6 6 5 NOTES: SPANS AND LOADS SHOWN N THIS SCHEDULE ARE FOR DETERMNIIG ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4.. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE 0.55 SPEGI IC GRAVITY AND STRUCTURALLY PART OF THE FRAMIWG STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE TO WITH STAND THE ADDITIONAL • LOADS AND INSURE PROPER ANCHORAGE • . _ SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. . S C H E D U L E ROBERT : . , 310'N OUR; PE 0 006024 its a1GIN©ERUtc, etc APPROvrD AS COMPLYING waft TFE SOUTH FLG' BUILDING CODE CAT F ©C`0 o■ 19 'le BY PRODUCT CON;ROI. D!Y S ON BU:LDiNG CODE COMPLANCE OFFICE q ACCEPTANCE N0. C IS`t>3A4 • A N C H O R REASIONS 08/14/98 U C7 w w v Z fr z a a e 5 1# SEP /RS/kW 01/ 0/98 9 80 0 1 7 7 "". ti Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 - 795 -2204 Printed: 1/11 /2002 Applicant: SHELLEY Owner: WITIAK Contractor COLTRAIN CONSTRUCTION CO Local Phone: Parcel # 1132060171910 Job Address: 665 NE 97 ST Fees: FEE2002 -200 FEE2002 -235 FEE2002 -236 FEE2002 -237 Permit Status: Approv Work: ADDITION AN If there is no permit r fee is $50.00, which mu This Permit is granted to the ordinances pertaining thereto a and approved by the proper mt. authorization. A further conditi, ordinances and regulations per by his agents, servants or emp Signed: In consideration of the issuai with the plans, drawings, state myself, my agent, servants or Signed: PAY TO THE ORDER OF n_ ....:o c....;.�+ building Permit Permit Number: BP2002 -68 WITIAK SHELLEY Address: 1130 WASHINGTON AVE 5FL Cellular: Page 1 of 1 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOT 20 & E1/2 OF LOT 19 Description Building Fee Building Fee CCF Buildier's Bond Total Fees: 71Q19007 Amount $25.00 $1,065.00 $43.00 $300.00 $1,433.00 COLTRAIN CONSTRUCTION CO. P.O. BOX 190701 MIAMI BEACH, FL 33139 (305) 534-7991 Pnncfri etinn Value: $71,600.00 0//Q/ 6/ CG/Iffr , A 0,4)Ilwei 0 00367511' I :06 3 L00 27 ?i: 4 50 L003? 2 III' Total Feet1,433.00 Total Receipts: $0.00 BANK OF AMERICA, NA MIAMI BEACH, FL 33139 63- 27/631 COL AIN • NSTR ION CO. fr oZ 1 $ 0 BLK 3675 LLARS a Le NP