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131 NE 101 St (5)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / .- 8 - fl Job Address / / 6 • / / S T ' Tax Folio Legal Description Historically Designated: Yes p No X Owner/Lessee / Tenant / rDE J O AV /e Master Permit # 7- ' 7 5 Owners A d d r e s s / / °` ' / 0 / S °- Phone (oS '7 - /L z t ( 3 o 0 5 . 7 t10' Contracting Co. / r- esT c v /c.0e4 S /n/c. Qualifier fiIO7A ( T01{4 k . State # G G- G 0078 /2- Municipal # Competency # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING " PAVING FENCE SIGN Z /Lova /t WORK DESCRIPTION ISTAL- oe 3o T/ N &Vs' e„.8 , „/A /G S .o p / s- 6 ''o c. 9 " 0 . c. / Op 3 x 3 .0240 e:046 �MN >e2 n1 A /C 4 • c • 447 Mod * 4 L NDw"^/G $ "O. c. i sfpAity J" covet T/f. w/peC yjoON Square Ft. � 700 .00 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 performed 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 tha :1 ork will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do , rk s : %ed. Signature owner and/or Condo ' - rdent ••FRNAN MORA !.ur 5 NOTARY i; . 401 a PUBLIC, < ' ^ri: ±!i iiy ` �r �.. .r .s /i ± e(::nai!) nc.inn 1 I Other I.D. -,1 as Notary My Co FEES: PERMIT / 1 RADON Building Date 9 Estimated Cost (value) / / 7 j G 00 obC Signs Cl'rrL Notary as t Contr ctor or Owner - Builder M Address Con : eto or Owner - Builder HERNNM �i "rss ; :�. C.C.F. NOTARY — d!"' APPROVED: Zoning Mechanical Plumbing Structural Engineer Electrical 6) SD , M6AOfE /Z0. s (qgjy2 3 / •385 Ins. Co. (3 o9 99 Z 63 8 e/ (93-953 s)ss8 -0709 BOND TOTAL DUE i 41 Date 913 9 Date 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. tr.; 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of p ceding that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The deck is usually concealed prior to removing the existing roof system) . Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4,, • Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can ' : e viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the o of maintaining this appearance. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident unti the original roofing system is removed. Ponding conditions should be corrected. 1,4 is d required Overflow Scuppers (wall outlets): It is re uired that rainwater flow off so that the roof is not •ve'.aded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow sc - . - in accordance with Chapter 23 of the SFBC. . ' entilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extendi g the service life of the roo Owner' gent's Signature Signatu 'mo tor's nat e . Si bt-ur Contractor's Name:, L ( F ( $ 7 y L E 3 d / ' 4-S ❑ (Low Slope Application) ❑ (Asphalt/Fiberglass o 0 ( RoofsMWood Shingles & Shakes) ❑ (Other) ROOF TYPE New Roof ❑ Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Fist Roof Atza.(!N) ___ Sloped Roof Area (R = Total (1t 4i 7 Master Permit No. Expoaire category (per ASCE 748): _ Building Cias atiota category (per ASCE 748 table 1): mo,•s1 1196 Deck type: Field: Fastener Type: DETAIL t & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Jt OOF CATEGORY ❑ (Nail On Tile) Job Address: /3/ /V• E. /o/ s T. ROOF HEIGHT AND SYSTEM DETAILS (Draw detai4 u needed) ATTACHMENT IPACING Perimeter: Corner: /�- 3 7 ' --tOOF PLAN if (Mortar - Adhesive Set Tile) Page -1 ntx: P L Woe D 5 / R Undiciardad 30 Ti cops r/" /Gs A %Mee v...e -, N/A Mfrs tanxr 3a si r . :■ ■ , Appendix "E" UNIFORM ROOFING PERMIT A PPLICATION PROCESS No. aOO/ SLOP% D E T A I L 3 SLOPED SYSTEM DESCRlPTJON Itmemar / 6 ° ' 9 °C Z WS type Lis g: Cop Shwa: I A 70 C14 N D/L /^16 Llo �"10l 8 "0 C II•.f C.oerL 5PAN /Sh' s v Ctb y NA /C /N/G . 3 ,r 3 ,� , u/ e �(C 5 #0 •C. . jr. imp p2/A TILE CALCULATIONS /7.2 (Pisgah 7 _ Z_3 x 7l (Aerodrti+ Mme) : ) • Mg: _ " KS' (Pmc2: /0 r A (A,:oeyn:m+: M"%Iplie'.. 031 ) • M s M.=• '/6 26 • 8 01=3: / (Aerodynamic X � (As:oeynsc ulssplia): 3 � ) • Mg: •: PCA: C 6 . S0 Page -2 ATTACHMENTS REQUIRED 1) Fm Directoey Listing Page 2) Dade County Product Comrol Notice of Aaeptance -Corer Shat a) Specific System Description b) Specific System Limitation c) General Limitations d) Apple Detail Dewlap 3) Mtmicipal Pamir Application 4) Other Component Approvals 66.50 50 A / 1/�.r cArl pat 2 f ' AET FD -DADS �-- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130 -1563 FAX (305) 375-2908 (305) 3 -2901 Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 Your application for Product Approval of: Altusa Tile Nail Mortar Set or Adhesive Set One Piece "S" Tile Roofing Tile under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, The Center for Applied Engineering, Inc. • has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -16 and the standard conditions on page 17. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturers plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.: 97- 0918.02 Renews 96- 1030.03 EXPIRES: 02/13/00 Raul Rodriguez Product Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Qui,lding Code Compliance Office and approved by the Building Code Committee to be us z. in County, F/ ricia under the conditions set forth above. / APPROVED: 02 /13/97 Internet mail address: postmaster @buildingcodeonline.com .-w Charles Danger, P.E. Director f Building Code Compliance Dept. Metropolitan Dade County PRODUCT CONTROL DIVISION (305) 3 75 -2902 FAX (305) 3 -6339 Homepage: http : / /www.buildingcodeonline.com Applicant: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Prepared Roofing Sub - Category: Tile • Tvpe: Nail -on /Mortar Set/Adhesive Set Sub-Type: Clay Contact: Carlos 1. Fernandez General Manager Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305) 471 -5830 2 Frank Zuloaga Plans Examiner, Product Control Division Product Control No.: 97- 0918.02 Product Control No.: 97- 0918.02 Approval Date: February 13, 1997 Expiration Date: February 13, 2000 System Description Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan clays. This Product Control Approval relates to Altusa's "Altusa S" tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The "Altusa S" tile profile is available in a variety of natural clay colors and has matching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and fnrm a part of this Product Control Approval. Optional rubber or clay eave closures are also available. Altusa roof tiles have been tested in compliance with the South Florida Building Code requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for the "Altusa S" nail -on tiles shall be 2":12". See the "Profile Drawing" section in this approval for the "Altusa S" profile drawing. The "Altusa S" profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables I through 4 of this Approval. Almar (USA), Inc., located in Miami, Florida, is the sole approved importer under contract for selling and distributing Altusa products in the South Florida jurisdiction. Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Product Dimensions Specifications Description Altusa One Piece "S" 1= 18 %_" PA 112 High profile clay roof tile for direct Tile w = 10 %2" deck or battened nail -on, mortar or %" thick adhesive set applications. Head -lap min. " Exposure max. 16%:" 1= varies w = varies 3 PA 112 Frank Zuloaga Plans Examiner, Product Control Division Product Control No.: 97 - 1)918.02 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Product 430 Felt #43 Coated Base Sheet Mineral Surface Cap Sheet Dimensions N/A N/A N/A Lenzingtex -ZB 140 59" x 164' roll Underlayment 22 Ibs /roll Rainproof II Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Specifications ASTM D 226 type 11 ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 Self - adhering underlayment for use as a top ply in a two ply underlayment system with Approved +r30 or 4'43 as the base layer. ASTM D 312 type I[t or IV ASTM D 4586 4 Product Description Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment. Single ply, nail -on underlayment with 2" self - adhering top edge. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. Frank Zuloaga Plans Examiner, Product Control Division Product Control No.: 97- 0918.02 Manufacturer generic generic generic Lenzing Performance, Inc. with current PCA Protect -O -Wrap, Inc. with current PCA W.R. Grace Co. with current PCA generic generic Test Product Product Dimensions Specifications Description P Manufacturer Asphalt Primer N/A ASTM D 41 Cut back, asphalt generic based coating used to facilitate bonding of dissimilar materials. Roofing Nails Tin Caps Wood Battens min. 12 ga. with V," head min. 32 ga. min. I o.d. max. 2" o.d. vertical Wood Preservers Salt pressure treated min. I" x 4" Institute LP - 2 or decay resistant lumber battens horizontal min. I" x 4" for use with vertical battens or min. I" x 2" for use alone PA 114 Appendix E PA H4 Appendix E Hurricane Clip &: Clips PA 114 Corrosion resistant Fasteners min. '/2" width Appendix E bronze, aluminum, min. 0.062" thick stainless steel, galvanized steel or Clip Fasteners plastic attachment min. 8d x 1'/4" clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all nail -on eave tiles. Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ( "TileTiteTm ") designed for mortar Company, Inc. set roof tile with current PCA applications. 5 Annular ring shank, hot dipped, electro or mechanically gals. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Frank Zuloaga Plans Examiner, Product Control Division Product Control No.: 97 - 0918.02 generic generic generic generic Product Roof Tile Mortar ( "Quikrete® Roof Tile Mortar m 1 140 ") Roof Tile Adhesive ( "Polypro® AH 160 ") Valley Flashing Drip Edge Dimensions N/A N/A min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test Specifications PA 123 See PCA ASTM A 525 PA 111 Product Description Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Galvanized steel valley flashing Galvanized steel drip edge Product Control No.: 97 - 0918.02 generic generic Frank Zuloaga Plans Examiner, Product Control Division Manufacturer Quikrete Construction Products with current PCA Polvfoam Products, Inc. with current PCA Test Agency Test Identifier Tess Name /Report Date Testwell Craig Laboratories Lab. #AAP -2 ASTM 1 167 Oct. 1994 ' & Consultants, Inc. Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix 111 PA 102 Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102(A) The Center for Applied 94 -83 Static Uplift Testing April 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 94 -084 Static Uplift Testing Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 25- 7200 -1 Engineering, Inc. The Center for Applied Project No. 307025 , Engineering, Inc. TEST REPORTS Static Uplift Testing PA 102 (Quick -Drive Screws, Battens) Test #MDC -78 PA 100 Frank Zuloaga Plans Examiner, Product Control Division Product Control No.: 97- 0918.02 May 1994 Feb. 1995 Wind Driven Rain Oct. 1994 Deck Type: Wood, Non - insulated SYSTEMS Deck Description: New Construction 19 / 32 " or greater plywood or wood plank. SYSTEM A: Counter - Batten Application Product Control No.: 97- 0918.02 Slope Range: 2 ":12" to 7 ":12" Note: Counter - Battens, as noted below, are required for slope range 2 ":12" to Tess than 4 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes exceeding 7 ":12 ", refer to System C. Underlayment: Install underlayment system in compliance with Dade County Application Standard PA 1 18. Vertical Battens: Install vertical battens in compliance with Dade County Application Standard PA 118 Horizontal Battens: Install horizontal battens in compliance with Dade County Application Standard PA 118. Roofing Tile: Comments: Install tile in compliance with Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, 15 / 32 " plywood is an acceptable substrate. Frank Zuloaga Plans Examiner, Product Control Division SYSTENIS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction ' or greater plywood or wood plank. SYSTEM B: Direct Deck Application Slope Range: 4 ":12" to 7 ":12" Note: System B is only acceptable in this slope range. For slopes less than 4 ":12 ", refer to System A. For slopes in excess of 7 ":12 ", refer to System C. Underlaymcnt: Roofing Tile: Comments: Install underlayment system in compliance with Dade County Application Standard PA 118. Install tile in compliance with Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, 5 / 3: " plywood is an acceptable substrate. Frank Zuloaga Plans Examiner, Product Control Division Product Control No.: 97- 0918.02 SYSTEr1S (CONTINUED) Product Control No.: 97- 0918.02 Deck Type: Wood, Non- insulated Deck Description: New construction ' or greater plywood or wood plank. SYSTEM C:. Horizontal Batten Application Slope Range: 4 ":12" or greater Note: Horizontal battens, as noted below, are required for slopes in excess of 7 ":12" and are optional for slopes of 4":12" to 7 " :12 ". For slopes Tess than 4 ":12 ", refer to System A. Underlayment: Install underlayment system in compliance with Dade County Application Standard PA 119. Horizontal Battens: Install horizontal battens in compliance with Dade County Application Standard PA 119. Roofing Tile: Install tile in compliance with Dade County Application Standard PA 119. (See "Data for Attachment Calculations" included in this Approval.) Comments: I. For re -roof applications, I / plywood is an acceptable substrate. Frank Zuloaga Plans Examiner, Product Control Division Product Control No.: 97- 0918.02 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 / 32 " or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2":12" to 7 ": 12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Undcrlayment: Roofing Tile: Comments: Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) I. For re -roof applications, 15 / 32 " plywood is an acceptable substrate. Frank Zuloaga Plans Examiner, Product Control Division . Table 3: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) from PA 102 and PA 102(A) Testing Tile Profile TILE APPLICATION APPROVED NAILS APPROVED SCREWS APPROVED FIELD CLIP WITH: APPROVED EAVES CLIP WITH: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Altusa 'S' Tile Battens N/A N/A N/A 26.80 N/A N/A N/A N/A Direct Deck 6.20 8.40 28.70 58.20 21.20 25.30 26.90 34.90 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) from PA 102 Testing Tile Profile 3 ".12" or less 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Altusa 'S' Tile 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 N/A Table 1: Aerodynamic Multipliers - X (ft') Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) from PA 101 Testing X (ft') Direct Deck Application Tile Profile 0.29 Tile Application Attachment Resistance Altusa 'S' Tile Mortar Set 24.50 Adhesive Set 66.50 Table 1: Aerodynamic Multipliers - X (ft') Tile Profile X (ft') Batten Application X (ft') Direct Deck Application Altusa 'S' Tile • 0.29 0.31 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 97 U uIk -Drive screws installed in two manufactured holes located 1 and 1'1 from the head of the tile. 12 Frank Zuloaga Plans Examiner, Product Control Division Product Control No.: 97- 0918.02 PROFILE DRAWING ALTUSA "S" CLAY ROOF TILE ACCESSORIES Frank Zuloaga Plans Examiner, Product Control Division 14 ran uloaga Plans Examiner, Product Control Division Product Control No.: 97- 0918.02 - r PROFILE DRAWING APPROVED SCREW \I 000001 0 170" A 23 0 C. 2..5" 1.70 0.131" Frank Zuloaga Plans Examiner, Product Control Division Product Control No.: 97- 0918.02 7. Applications for rooting permits shall include a completed Section II of the Uniform Building Permit, a copy of Almar USA's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a DadeCounty certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. SYSTEI\1 LIMMIT:.TIO`S Product Control .No.: 97- 0918.02 1. The standard minimum roof pitch for Altusa "S" high profila tile shall comply withDade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. Altusa "S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculationsfor installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. Frank Zuloaga Plans Examiner, Product Control Division Altusa Tile, .Omar (USA), Inc. 6645 Northwest 77th Avenue. `liami Fl 33166 Product Control No.: 97- 0913.02 ACCEPTANCE NO.: 97- 0918.02 APPROVED : February 13, 1997 EXPIRES : February 13, 2000 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: "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, anchor 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 purposes. 6. The Notice of Acceptance number preceded by the words 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 times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I through 17. END OF THIS ACCEPTANCE 17 Fran Zuloaga Plans Examiner, Product Control Division Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 �,�� 26 L*122) 51 7 4E 2 27 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 61 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 50 75 Du Quesne & Associates, Inc. TEST RESULTS P = PASS, F = FAIL Consulting Engineers Environmental • Civil • Structural Testing Laboratory Building Inspection Services ON -SITE CONCENTRATED UPUFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION UTR 16644 Owner's Name: R t Permit # '+ 4 Job Address ( ' (sot '9T., 1.4 1 ' tlA l 4 R-o P-05 ,f' 1. Roofing Contractor LICE 5 T �� — 6 'i t t P a-c, 14- P�-1e. Type of Tile: kt Tv S A• ' ‘7 t " FOA< 4Z T Date Installed 12 1 S ' �� �roa-1 Approximate Roof Height: 24 feet Roof Pitch: 4'. 1. 2-- Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof 1140' ft 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested 1 • 2- 4 • 9m e Du Quesne, P.E Engineer P.E. 24513 Du Quesne & Associa es, Inc. E.B. License #0005245 Lab Certification #94- 0318.01 SKETCH OF ROOF IN BACK 7/, t e - Cp IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. BMITT THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Company logo appears in color (burgundy) 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 5KETCH OF ROOF • .at. , ;" • •a . • JOB SHEET NO OF CALCULATED BY - DATE CHECKED BY DATE SCALE NOTES' 7 6 SKETCH OF ROOF JOB SHEET NO OF L CALCULATED BY DATE CHECKED BY DATE SCALE IA_ T.6 . - - - -- , �; '� ■ ■■rI 4 111741MVIERZSIMIIMMIEHMEIMMEENICIIIIMEIM \^\II%i ■■I MMEN9 ■ ■f EME.W■IM` r�7r ■E\EX11■ ■I.! I ■EMINN■■■■1111 ■r ■` ` \■ ►_ l� , /1[Ir�Ir ■ ■11!Iir�l \L ■ ■■'� %Gr�l ■yam (f minus ■` mir/sr[1■■i■L!: % ■r /i[w' 1111■■■■■■■\ 1■ ■ ■11[Iri1] \ ■ \ \/� % ■■ 'r ■ \� ■ ■ ■/� ■ 1 1 •11111 ■1111■\ /.!1 \■ 111111111 11 111,1111111111 ■■■■^\\■ ■r7 ■r7\\■■ ■■■ ■ ■L'7 ■ ■■[133■► ■1Eir ■ii ■11\\■■■■ 1111■! 1111 ■ \���!1► \1111 1111 ■ ■■ ■\N111u11 ■■■■ ■rR■■NFJ■: D7 ■ ■■ ■■ \\7'11■■■■ ■L11 ■■ MEMIII nII■ ■■rM■■■■■■ ■■ ■■■■■■■MMEIMM M►■■ ■■■■■M ■■■ .11■ ■ ■ ■II■■W/ ■11 ■11\■■ ■11■► ■J■■ I J ■■■ ■r / ■■■ ■ ■ ■ ■ ■■11\ ■11[ ■/I ■ ■ ■A 1■ 11^11 /■r,'.i■■■ ■■ ■■\\111x/11■ ■r M 1■[IWI■11■Ri■■■ ■r ■ ■■■ ■1\ ■ II■ ■ ■`J 11111■■11ia■■■i11■■■ ■■■■ ■11■ ■■■Li ILIA : ■ ■ ■ ■ ■ ■.'CIJ ■ ■11 ■ ■�; 11■■■■■■ iiii■ravaiii ■■ ■Y■ ■11`11111 am 11 1.. Po O NOTES 1 06/02/ +49 09:29 3056659626 BEST -TRUSS June 2, 1999 COMPANY, INC. City of Miami Shores Building Department Att.: Mt. Frank Lublen Getlemen: COMA CAST CORPORATIO PAGE 02 This is to confirm that we have entered into a contract to manufacture the floor and roof trusses for Mr. Hayder Davie at 131 NE 101st Street, Miami Shores and are at the present time preparing the Engineering Set for said trusses. 7035 S.W. 44 ST., MIAMI, FL 3315 (305) 681 -6797 The complete set should be ready to present to you no later than Friday, June 4th. Should you have any questions, please, do not hesitate to call. Sincerely TRUSS cc; Mr. Hayder Davie l� /lTf %0I s ` r.A'?I SHORE= VILLAGE ELELDING AND ZONING DEPARTMENT 10050 N. E. 2nd AVENUE Ph. (305) 795-2204 FAX: (30`) 75E -c972 BUILDING PERMIT /CONTRACTORS REGISTRATION CdECKLIST Copy of STATE OF FLORIDA CERTIFICATION (DPPR) or STATE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE. Copy of current OCCUPATIONAL LICENSE from county or municipality where business is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village). Certificate of Insurance for WORKER'S COIF (addressed to Miami ShoresVillage) or if exempt. State of Florida LES Form BCf-204, Construction Industry Notice of Election to be Exempt. PLEASE SUBMIT EVERYTHING CHECKED D OFF _ V Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). Two sets of plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must be on plans and permit application. All plans must include folio number and property address Amended plans, in addition to the above, must also include the permit number. Structural Calculations signed and sealed by architect or engineer when applicable. Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor or owner). V Two sets of energy calculations. a Two sets of signed & sealed Truss Plans (Engineer). Flood Elevation Al b.G C. 30 Aflet12P-4 DADE County or State of Florida Products Approvals for roof materials, sheds, windows ex - for /garage doors, aluminum carports, screen enclosures - awnings, skylights, french doors and etc. Approvals fr• CDI DADE County Impact Section Health De•- •m (when applicable) . p ozvtrt-tA et) Warranty Deed or Other Proof of Ownership if necessary. Structural Review fee 4Z / 2 S'. eA(3 o.:z y -° Ui, ffi) 5J ( Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-97 Residential Whole Building Performance Method A SOUTH 7 8 9 PROJECT NAME: AND ADDRESS: HYDER DAVIE RESIDENCE 13f 443NE101ST OWNER: HYDER DAVIE BUILDER: OWNER PERMITTING OFFICE: MIAMI SHORES PERMIT NO.: CLIMATE ZONE: 7 8 9 JURISDICTION NO.: 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multi -No. of units covered by this submission 4. If Multifamily, is this a worse case (yes/ no) 5. Conditioned floor area (sq. ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R -value + perimeter) b. Wood frame (Insulation R -value + sq. ft.) c. Concrete, raised (R- value) 10. Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R- value) 2. Wood frame (Insulation R- value) 3. Steel (Insulation R- value) 4. Log (insulation R- value) b. Adjacent: 1. Concrete (Insulation R- value) 2. Wood frame (Insulation R- value) 3. Steel (Insulation R- value) 4. Log (insulation R- value) 11. Ceiling type area insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 12. Air distribution systems a. Ducts (Insulation + Location) b. Air Handler (Insulation + Location) 13.Cooling System: (Types: central - split, central- single pkg.,room unit,PTAC.,none) EE CODE - DAVIE.xls 14. Heating system ( Types: heat pump,elec. strip,nat. gas,L.P. gas,room or PTAC.,none) 15. Hot water system: (Types: elec.,natural gas,solar,L.P. gas,room or PTAC.,none) 16. Hot Water Credits: a. Heat Recovery (HR) b. Decicated Heat Pump (DHP) 17. Infiltration practice: 1,2 or 3 18. HVAC Credits (Type in Letter Designation: CF- Ceiling Fan,CV -Cross vent, HF -Whole house fan, RB -Attic radiant barrier,MZ- multizone) 19. EPI (must not exceed 100 points) OWNER AGENT: a. Total As -Built points b. Total Base points I hereby certify that the plans and s compliance with the Florida Ener EPI= Total As-built points X 100 Total Base points covered by the calculation are in PREPARED BY: " �/ / DATE: I hereby certify that thls • lidl a is in compliance with the Florida energy code. • ATE: 1 2 3 4 5 6 7 8 Single Pane 8a. 8b. 9a. R= 9b. R= 9c. R= 10a -1 R= 4.2 10a -2 R= 11 10a3 R= 10a-4 R= 10b -1 R= 10b -2 R= 11 10b3 R= 10b-4 R= 11a. R= 30 11.b R= 12a. R= 12b. R= New 1 No 3227 sq. ft. 1 ft. 10 ft. Double pane sq. ft. sq. 8. 666.5 sq. ft. sq. ft. sq. ft. 248 lin. ft. sq. 8. sq. ft. 0 N/A N/A No 13a. Type: Central - split 13b. SEER/EER/COP: 13c. Capacity: 14a. Type: 14b. HSPF /COP /AFUE: 14c. Capacity: 15a. Type: 15b. EF: 16a. NO HR 1 16b. 17 2 18 19 92.21% 19a. 51481.74 19b. 55828.41 2035 sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. 332 sq. ft. sq. ft. sq. ft. 3250 sq. ft. sq. ft. 6.0 , 1.1 (cond. /uncond.) 6.0 , 1.1 (cons. /uncond.) 12 0.28 29.6 kBtu/hr Central Elec strip 50 gal Electric 1 Review of 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 is accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: AS-BUILT X NUMBER X AS -BUILT X AS -BUILT = AS -BUILT HOT WATER OF X HWM X HCM = HOT WATER SYSTEM DESC. BEDROOMS (6A -9) (6A -20) POINTS Electric 0.86 4 3395 1 13580 TOTAL AS-BUILT SUM PTS X AS -BUILT DM (6A -7) X AS -BUILT CSM (6A -8) X AS -BUILT CCM (6A -19) = AS -BUILT COOLING POINTS 94847.2094 1.1 0.28 1 29212.9405 COOLING SYSTEM BASE COOL SYSTEM MULTIPLIER X TOT BASE SUMMER POINTS = BASE COOLING POINTS 0.37 102090.5 37773.472 SUMMER CALCULATIONS GLASS AREA X BSPM = ORIEN N 352.3 NE/NW 52.8 E 43.9 S 126.7 SE/SW W 90.8 COND .15 X FLOOR AREA 0.15 1 3227 1 INFILTR. 3227.0 PRACTICE #2 NO OF X BEDROOMS POINTS 109.7 36647.31 109.7 5792.16 109.7 4815.83 109.7 13896.99 109.7 9960.76 I 666.6 I BASE H.W. MULT. 0.7262566 TOTAL BASE SUMMER POINTS 1 102090.5 HOT WATER SYSTEM 4 3319 13276 BASE = HOT WATER POINTS EE qiagiE-Dowiewx ISAREA X SPM X SOF = POINTS SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT TOTAL BASE BASE + GLASS = ADJUST. X GLASS = AREA FACTOR SUBTOTAL 73116.05 I N 46 N 107 N 186.4 N 12.9 NE/NW 52.8 E 17.4 E 9.8 E 16.7 E S 75.2 S 9.8 S 22.5 S 19.2 SE /SW W 42.8 W 48 W W ADJUSTED GLASS BASE SP 53100.285 I R= 65.2 65.2 65.2 65.2 94.5 133.9 133.9 133.9 132.5 132.5 132.5 132.5 133.9 133.9 14.7 I 47436.9 I INFILTR. PRACTICE #2 3227.0 USE TOTAL FLOOR AREA OF CONDITIONED SPACE. :tK= 12 0.53 0.95 0.7 0.88 0.58 0.92 0.89 0.34 0.92 0.86 0.58 0.36 0.94 0.34 14.7 1589.58 6627.58 8507.30 740.15 2893.97 2143.47 1167.88 760.28 9166.88 1116.71 1729.13 890.40 5387.06 2185.25 AS -BUIT GLASS TOTALS 44905.6294 COMP DESCRIP AREA BASE BASE X SUMMER = SUMMER MULT. POINTS WALLS EXTERIOR ADJACENT DOORS EXTERIOR ADJACENT CEI.LNG ATTIC OR SINGLE ASSEMBLY FLOOR SLAB(perim) RAISED 2078.5 332 1.6 1.0 3325.6 332.0 0.0 0.0 40 6.4 256.0 0.0 0.0 3249.6 0.8 2599.7 0.0 0.0 248.0 -20.0 - 4960.0 0.0 0.0 COMPONENT DESCRIPTION EXT MAS BLK EXT FRAME ADJ FRAME EXT WOOD ADJ WOOD UNDER ATTIC SLAB ON GRADE R =VALUE SUMMER AS -BUILT AREA X POINT = SUMMER MULT. POINTS 4.2 11.0 11.0 2078.5 332.0 2.0 1.0 4157.0 0.0 332.0 0.0 11.0 11.0 40.0 9.4 376.0 0.0 0.0 30.0 3249.6 0.8 2599 7 0.0 0.0 0.0 248.0 -20.0 - 4960.0 0.0 0.0 FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDmONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDmONED SPACE. I 47436.9 I TOTAL AS -BUILT SUMMER POINTS I 94847.2 TOTAL BASE COOLING POINTS AS -BUILT BASE HEATING POINTS AS -BUILT = AS -BUILT 1.1 AS -BUILT AS -BUILT X DM X HSM X HCM = HEATING SUM PTS (6A -7) (6A-8) (6A -19) POINTS 7898.91 1.1 1.0 1.0 8688.80 TOTAL BASE COOLING POINTS + BASE HEATING POINTS BASE + HOT WATER POINTS = TOTAL BASE POINTS 1.1 37773.47205 4344.49 4778.939 13276 55828.41 HEATING SYSTEM SYSTEM MULTIPLIER X TOT BASE WINTER POINTS = BASE HEATING POINTS 1.1 4344.49 4778.939 WINTER CALCULATIONS GLASS AREA X BWPM = POINTS ORIEN N 352.3 -0.4 - 140.92 NE/NW 52.8 -0.4 -21.12 E 43.9 -0.4 -17.56 S 126.7 -0.4 50.68 SE/SW W 90.8 -0.4 -36.32 COND .15 X FLOOR AREA 0.15 I 3227 I INFILTR. 3227.0 PRACTICE #2 TOTAL BASE BASE + GLASS = ADJUST. X GLASS = AREA FACTOR SUBTOTAL I 666.5 I 1 0.7262566 TOTAL BASE WINTER POINTS 1 4344.49 EE E -DiAXIs AREA SGL TINT N 46 3.7 1.26 214.45 SGL TINT N 107 3.7 1.14 451.33 SGL TINT N 186.4 3.7 1.96 1351.77 SGL TINT N 12.9 3.7 1.05 50.12 SGL TINT NE/NW 52.8 2.9 1.35 206.71 SGL TINT E 17.4 -1.1 0.72 -13.78 SGL TINT E 9.8 -1.1 3.38 -36.44 SGL TINT E 16.7 -1.1 22.04 - 404.87 SGL TINT E SGL TINT S 75.2 -2 0.93 - 139.87 SGL TINT S 9.8 -2 0.83 -16.27 SGL TINT S 22.5 -2 0.27 -12.15 SGL TINT S 19.2 -2 -1.49 57.22 SGL TINT SE/SW SGL TINT W 42.8 0.1 SGL TINT W 48 SGL TINT W SGL TINT W -266.6 I ADJUSTED GLASS BASE SP - 193.62 I X WPM X SOF = POINTS 2.4 10.27 0.1 22.04 105.79 COMP BASE BASE DESCRIP AREA X SUMMER = SUMMER MULT. POINTS WALLS EXTERIOR ADJACENT DOORS EXTERIOR ADJACENT CEI.LNG ATTIC OR SINGLE ASSEMBLY FLOOR SLAB(perim) RAISED 2078.5 332 0.3 623.55 0.5 166 0 0 40 1.8 72 0 0 3249.6 0.1 324.96 0 0 248.0 -2.1 -520.8 0 0 COMPONENT DESCRIPTION EXT MAS BLK EXT FRAME ADJ FRAME EXT WOOD ADJ WOOD UNDER ATTIC SLAB ON GRADE SUMMER AS -BUILT R =VALUE AREA X POINT = SUMMER MULT. POINTS 4.2 2078.5 1.02 2120.07 11.0 0.0 0 11.0 332.0 0.5 166 0 11.0 40.0 2.8 112 11.0 0.0 0 0 30.0 3249.6 0.1 324.96 0.0 0.0 0 0 0 248.0 -2.1 -520.8 0 0 FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDmONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. 1.2 I 3872.4 I INFILTR. PRACTICE #2 3227.0 USE TOTAL FLOOR AREA OF CONDITIONED SPACE. 1.2 AS -BUIT GLASS TOTALS 1824.2773 3872.4 TOTAL AS -BUILT WINTER POINTS 7898.91 AS -BUILT AS -BUILT AS -BUILT TOTAL COOLING X HEATING X HOT WATEF = AS -BUILT POINTS POINTS POINTS POINTS 29212.9405 8688.80 13580 51481.74 PROJECT NAME: AND ADDRESS: HYDER DAVIE RESIDENCE BUILDER: OWNER /3/ 446 NE 101 ST PERMITTING OFFICE: MIAMI SHORES CLIMATE ZONE: 7 8 9 OWNER: HYDER DAVIE PERMIT NO.: JURISDICTION NO.: WINTER CALCULATIONS Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-97 Residential Whole Building Performance Method A SOUTH 7 8 9 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multi -No. of units covered by this submission 4. If Multifamily, is this a worse case (yes/ no) 5. Conditioned floor area (sq. ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R -value + perimeter) b. Wood frame (Insulation R -value + sq. ft.) c. Concrete, raised (R- value) 10. Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R- value) 2. Wood frame (Insulation R- value) 3. Steel (Insulation R- value) 4. Log (insulation R- value) b. Adjacent: 1. Concrete (Insulation R- value) 2. Wood frame (Insulation R- value) 3. Steel (Insulation R- value) 4. Log (insulation R- value) 11. Ceiling type area insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R - value) 12. Air distribution systems a. Ducts (Insulation + Location) b. Air Handler (Insulation + Location) 13.Cooling System: (Types: central - split, central- single pkg.,room unit,PTAC.,none) 14. Heating system ( Types: heat pump,elec. strip,nat. gas,L.P. gas,room or PTAC.,none) 15. Hot water system: (Types: elec.,natural gas,solar,L.P. gas,room or PTAC.,none) 16. Hot Water Credits: a. Heat Recovery (HR) b. Decicated Heat Pump (DHP) 17. Infiltration practice: 1,2 or 3 18. HVAC Credits (Type in Letter Designation: CF- Ceiling Fan,CV -Cross vent, HF -Whole house fan, RB -Attic radiant barrier,MZ- multizone) 19. EPI (must not exceed 100 points) PREPARED BY: a. Total As -Built points EPI = Total As -built points X 100 b. Total Base points I hereby certify that the plans and s compliance with the Florida Energy I hereby certify that this building In o ehergy code. OWNER AGENT: �� / 1 Total Base points s covered by the calculation are in EE CODE - DAVIE.xls DATE: / 5fr DATE: 9a. R= 0 9b. R= N/A 9c. R= N/A 10a -1 R= 4.2 10a -2 R= 11 10a3 R= 10a-4 R= 10b -1 R= 10b -2 R= 11 10b3 R= 10b-4 R= 11a. R= 30 11.b R= DATE: New 2 3 No 4 No 5 3227 sq. ft. 6 1 ft. 7 10 ft. 8 Single Pane Double pane 8a. sq. ft. 8b. 666.5 sq. ft. 1 19 92.21% 19a. 51481.74 19b. 55828.41 sq. ft. sq. ft. sq. It. 248 tin. ft. sq. ft. sq. ft. 2035 sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. 332 sq. ft. sq. ft. sq. ft. 3250 sq. ft. sq. ft. 12a. R= 6.0 , 1.1 (cond.runcond.) 12b. R= 6.0 , 1.1 (cond. /uncond.) 13a. Type: Central - split 13b. SEER/EER/COP: 12 0.28 13c. Capacity: 29.6 kBtu/hr 14a. Type: Central 14b. HSPF /COP /AFUE: Elec strip 14c. Capacity: 50 gal 15a. Type: Electric 15b. EF: 1 16a. NO HR 1 16b. 17 2 18 Review of 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 is accordance with Section 553.908, F.S. BUILDING OFFICIAL: AS -BUILT BASE COOL SYSTEM MULTIPLIER NUMBER TOT BASE SUMMER POINTS AS -BUILT BASE COOLING POINTS AS -BUILT 0.37 AS -BUILT HOT WATER X OF X HWM X HCM = HOT WATER SYSTEM DESC. BEDROOMS (6A -9) (6A -20) POINTS Electric 0.86 4 3395 1 13580 TOTAL BASE COOL SYSTEM MULTIPLIER AS -BUILT TOT BASE SUMMER POINTS AS -BUILT BASE COOLING POINTS AS -BUILT 0.37 AS -BUILT AS -BUILT X DM X CSM X CCM = COOLING SUM PTS (6A -7) (6A-8) (6A -19) POINTS 94847.2094 1.1 0.28 1 29212.9405 COOLING SYSTEM BASE COOL SYSTEM MULTIPLIER X TOT BASE SUMMER POINTS = BASE COOLING POINTS 0.37 102090.5 37773.472 SUMMER CALCULATIONS GLASS AREA X BSPM = POINTS ORIEN N 352.3 109.7 38647.31 NE/NW 52.8 109.7 5792.16 E 43.9 109.7 4815.83 S 126.7 109.7 13898 99 SE/SW W 90.8 109.7 9960.76 COND .15X FLOOR AREA 0.15 J 3227 1 TOTAL BASE BASE + GLASS = ADJUST. X GLASS = AREA FACTOR SUBTOTAL I 666.5 1 1 0.7262566 COMP BASE BASE DESCRIP AREA X SUMMER = SUMMER MULT. POINTS WALLS EXTERIOR ADJACENT DOORS EXTERIOR ADJACENT CEI.LNG ATTIC OR SINGLE ASSEMBLY FLOOR SLAB(perim) RAISED 2078.5 332 1.6 1.0 3325.6 332.0 0.0 0.0 6.4 256.0 0.0 0.0 3249.6 0.8 2599.7 0.0 0.0 248.0 -20.0 - 4960.0 0.0 0.0 COMPONENT DESCRIPTION EXT MAS BLK EXT FRAME ADJ FRAME EXT WOOD ADJ WOOD UNDER ATTIC SLAB ON GRADE SUMMER AS -BUILT R =VALUE AREA X POINT = SUMMER MULT. POINTS 4.2 2078.5 2.0 4157.0 11.0 0.0 11.0 332.0 1.0 332.0 .0.0 11.0 40.0 9.4 376.0 11.0 0.0 0.0 30.0 3249.6 0.8 2599.7 0.0 0.0 0.0 248.0 -20.0 - 4960.0 0.0 0.0 FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDmONED SPACE. INFILTR. 3227.0 PRACTICE #2 TOTAL BASE SUMMER POINTS 102090.5 HOT WATER SYSTEM NO BASE BASE � OF X H.W. = HOT WATER BEDROOMS MULT. POINTS 4 3319 13276 EE Q4alp E- D,6kxIs AREA X SPM X SOF = POINTS SGL TINT N 46 65.2 0.53 1589.58 SGL TINT N 107 65.2 0.95 6627.58 SGL TINT N 186.4 65.2 0.7 8507.30 SGL TINT N 12.9 65.2 0.88 740.15 SGL TINT NE/NW 52.8 94.5 0.58 2893.97 SGL TINT E 17.4 133.9 0.92 2143.47 SGL TINT E 9.8 133.9 0.89 1167.88 SGL TINT E 16.7 133.9 0.34 760.28 SGL TINT E SGL TINT S 75.2 132.5 0.92 9166.88 SGL TINT S 9.8 132.5 0.86 1116.71 SGL TINT S 22.5 132.5 0.58 1729.13 SGL TINT S 19.2 132.5 0.35 890.40 SGL TINT SE/SW SGL TINT W 42.8 133.9 0.94 5387.06 SGL TINT W 48 133.9 0.34 SGL TINT W SGL TINT W 73115.05 1 ADJUSTED GLASS BASE SP 53100.285 1 14.7 I 47436.9 I INFILTR. PRACTICE #2 3227.0 USE TOTAL FLOOR AREA OF CONDITIONED SPACE. TOTAL AS -BUILT SUMMER POINTS 94847.2 R= SEER= 12 14.7 2185.25 AS -BUTT GLASS TOTALS 44905.6294 I 47436.9 WINTER CALCULATIONS GLASS AREA X BWPM OMEN 352 -0.4 N .3 NE/NW 52.8 -0.4 E 43.9 -0.4 S 126.7 -0.4 SE/SW W 0.15 90.8 GOND .15 X FLOOR AREA INFILTR. 3227.0 PRACTICE #2 -0.4 1 EE 9E- DUIENXIS AREA 1 - 140.92 I SGL TINT N I SGL TINT N 107 I SGL TINT N 186.4 I SGL TINT N 12.9 -21.12 1 SGL TINT NE/NW 52.8 -17.56 SGL TINT E 17.4 SGL TINT E 9.8 SGL TINT E 16.7 SGL TINT E $068 SGL TINT S 75.2 SGL TINT S 9.8 SGL TINT S 22.5 SGL TINT S 19.2 SGL TINT SE/SW -36.32 SGL TINT W 42.8 SGL TINT W 48 SGL TINT W SGL TINT W = POINTS 0.7262566 COMP DESCRIP AREA WALLS EXTERIOR ADJACENT DOORS EXTERIOR ADJACENT 2078.5 0.3 332 623.55 0.5 166 0 0 3249.6 0.1 324.96 0 0 COMPONENT DESCRIPTION EXT MAS BLK EXT FRAME ADJ FRAME EXT WOOD ADJ WOOD R =VALUE SUMMER AS -BUILT AREA X POINT = SUMMER MULT. POINTS 4.2 11.0 11.0 2078.5 0.0 332.0 1.02 2120.07 0 0.5 166 0 UNDER ATTIC 3249.6 SLAB ON GRADE TOTAL BASE BASE + GLASS = ADJUST. X GLASS = AREA FACTOR SUBTOTAL -ram! ADJUSTED GLASS BASE SP X WPM X SOF = POINTS 214.45 451.33 1351.77 50.12 206.71 -13.78 -36.44 - 404.87 3.7 3.7 3.7 3.7 2.9 -1.1 -1.1 -1.1 1.26 1.14 1.96 1.05 1.35 0.72 3.38 22.04 - 2 0.93 - 2 0.83 - 2 . 0.27 -2 -1.49 0.1 2.4 0.1 22.04 248.0 -2.1 -520.8 0 0 FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITION2 SPACE. 1.2 � INFILTR. PRACTICE #2 3227.0 USE TOTAL FLOOR AREA OF CONDITIONED SPACE. -139.87 -16.27 -12.15 57.22 10.27 105.79 TOTAL BASE WINTER POINTS HEATING SYSTEM BASE HEATING POINTS TOT BASE SYSTEM X WINTER = MULTIPLIER POINTS 4344.49 4778.939 BASE COOLING POINTS TOTAL BASE POINTS BASE BASE + HEATING + HOT WATER = POINTS POINTS 4778.939 13276 55828.41 37773.47205 TOTAL AS -BUILT WINTER POINTS TOTAL AS-BUILT SUM PTS AS -BUILT DM ( AS -BUILT X HSM (6A-8) AS -BUILT X HCM ( AS-BUILT HEATING POINTS TOTAL AS -BUILT POINTS AS -BUILT AS -BUILT AS -BUILT COOLING X HEATING X HOT WATEF = POINTS POINTS POINTS 29212.9405 8688.80 13680 51481.74 Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A -97 Residential Whole Building Performance Method A SOUTH 7 8 9 1 PROJECT NAME: AND ADDRESS: HYDER DAVIE RESIDENCE 0/ 145 NE 101 ST OWNER: HYDER DAVIE BUILDER: OWNER PERMITTING MIAMI SHORES OFFICE: PERMIT NO.: CLIMATE ZONE: 7 8 9 JURISDICTION NO.: 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multi -No. of units covered by this submission 4. If Multifamily, is this a worse case (yes/ no) 5. Conditioned floor area (sq. ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R -value + perimeter) b. Wood frame (Insulation R -value + sq. ft.) c. Concrete, raised (R- value) 10. Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R- value) 2. Wood frame (Insulation R- value) 3. Steel (Insulation R- value) 4. Log (insulation R- value) b. Adjacent: 11. Ceiling type area insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 12. Air distribution systems a. Ducts (Insulation + Location) b. Air Handler (Insulation + Location) 13.Cooling System: (Types: central - split, central single pkg.,room unit,PTAC.,none) 14. Heating system ( Types: heat pump,elec. strip,nat. gas,L.P. gas,room or PTAC.,none) 15. Hot water system: (Types: elec.,natural gas,solar,L.P. gas,room or PTAC.,none) 16. Hot Water Credits: a. Heat Recovery (HR) b. Decicated Heat Pump (DHP) 17. Infiltration practice: 1,2 or 3 18. HVAC Credits (Type in Letter Designation: CF- Ceiling Fan,CV -Cross vent, HF -Whole house fan, RB -Attic radiant barrier,MZ- multizone) 19. EPI (must not exceed 100 points) PREPARED BY: I hereby certify that this bu OWNER AGENT: a. Total As -Built points b. Total Base points hereby certify that the plans a compliance with the Florida E g is in com 1. Concrete (Insulation R- value) 2. Wood frame (Insulation R- value) 3. Steel (Insulation R- value) 4. Log (insulation R- value) EPI= Total As -built points X 100 Total Base points Ions covered by the calculation are in ode. f DATE: lance with the Florida energy code. DATE: EE CODE - DAVIE.xls New 2 1 3 No 4 No 5 3227 sq. ft. 6 1 ft. 7 10 ft. 8 Single Pane Double pane 8a. sq. ft. sq. ft. 8b. 666.5 sq. ft. sq. ft. sq. ft. 9a: R= 0 248 lin. ft. 9b. R= N/A sq. ft. 9c. R= N/A sq. ft. 10a -1 R= 4.2 2035 sq. ft. 10a -2 R= 11 sq. ft. 10a-3 R= sq. ft. 10a-4 R= sq. ft. 10b -1 R= sq. ft. 10b -2 R= 11 332 sq. ft. 10b-3 R= sq. ft. 10b-4 R= sq. ft. 11a. R= 30 3250 sq. ft. 11.b R= sq. ft. 12a. R= 6.0 , 1.1 (cond. /uncond.) 12b. R= 6.0 , 1.1 (cond. /uncond.) 13a. Type: Central - split 13b. SEER/EER/COP: 12 0.28 13c. Capacity: 29.6 kBtu/hr 14a. Type: Central 14b. HSPF /COP /AFUE: Elec strip 14c. Capacity: 50 gal 15a. Type: Electric 15b. EF: 1 16a. NO HR 1 16b. 17 2 18 19 92.21% 19a. 51481.74 19b. 55828.41 Review of 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 is accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: AS-BUILT BASE COOL SYSTEM MULTIPLIER NUMBER TOT BASE SUMMER POINTS AS -BUILT BASE COOLING POINTS AS -BUILT 0.37 PS-BUILT HOT WATER X OF X HWM X HCM = HOT WATER SYSTEM DESC. BEDROOMS (6A -9) (6A -20) POINTS Electric 0.86 4 3395 1 13580 TOTAL BASE COOL SYSTEM MULTIPLIER AS -BUILT TOT BASE SUMMER POINTS AS -BUILT BASE COOLING POINTS AS -BUILT 0.37 AS -BUILT AS-BUILT X DM X CSM X CM! = COOLING SUM PTS (6A -7) (6A-8) (6A -19) POINTS 94847.2094 1.1 0.28 1 29212.9405 COOLING SYSTEM BASE COOL SYSTEM MULTIPLIER X TOT BASE SUMMER POINTS = BASE COOLING POINTS 0.37 102090.5 37773.472 SUMMER CALCULATIONS GLASS AREA X BSPM = POINTS ORIEN N 352.3 109.7 36647.31 NE/NW 52.8 109.7 5792.16 E 43.9 109.7 4815.83 S 126.7 109.7 13898 99 SE /SW W 90.8 109.7 9960.76 COND .15 X FLOOR AREA 0.15 1 3227 1 COMP BASE BASE DESCRIP AREA X SUMMER = SUMMER MULT. POINTS WALLS EXTERIOR ADJACENT DOORS EXTERIOR ADJACENT CEI.LNG ATTIC OR SINGLE ASSEMBLY FLOOR SLAB(perim) RAISED 2078.5 332 1.6 1.0 3325.6 332.0 0.0 0.0 40 6.4 256.0 0.0 0.0 3249.6 0.8 2599.7 0.0 0.0 248.0 -20.0 - 4960.0 0.0 0.0 COMPONENT DESCRIPTION EXT MAS BLK EXT FRAME ADJ FRAME EXT WOOD ADJ WOOD UNDER ATTIC SLAB ON GRADE SUMMER AS -BUILT R =VALUE AREA X POINT = SUMMER MULT. POINTS 4.2 2078.5 2.0 4157.0 11.0 0.0 11.0 332.0 1.0 332.0 0.0 11.0 40.0 9.4 376.0 11.0 0.0 0.0 30.0 3249.6 0.8 2589.7 0.0 0.0 0.0 248.0 -20.0 - 4960.0 0.0 0.0 FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. INFILTR. 3227.0 PRACTICE #2 TOTAL BASE BASE + GLASS = ADJUST. X GLASS = AREA FACTOR SUBTOTAL 666.5 1 1 0.7262566 TOTAL BASE SUMMER POINTS 1 102090.5 HOT WATER SYSTEM 4 3319 13276 I NO BASE BASE OF X N.W. = HOT WATER BEDROOMS MULT. POINTS EE %Ng E-DoViiito IsAREA X SPM X SOF = POINTS SGL TINT N 46 65.2 0.53 1589.58 SGL TINT N 107 65.2 0.96 6627.58 SGL TINT N 186.4 65.2 0.7 8507.30 SGL TINT N 12.9 65.2 0.88 740.15 SGL TINT NE/NW 52.8 94.5 0.58 2893.97 SGL TINT E 17.4 133.9 0.92 2143.47 SGL TINT E 9.8 133.9 0.89 1167.88 SGL TINT E 16.7 133.9 0.34 760.28 SGL TINT E SGL TINT S 75.2 132.5 0.92 9166.88 SGL TINT S 9.8 132.5 0.86 1116.71 SGL TINT S 22.5 132.5 0.58 1729.13 SGL TINT S 19.2 132.5 0.35 890.40 SGL TINT SE/SW SGL TINT W 42.8 133.9 0.94 5387.06 SGL TINT W 48 133.9 0.34 SGL TINT W SGL TINT W 73115.05 I ADJUSTED GLASS BASE SP 53100.285 1 14.7 1 47436.9 1 USE TOTAL FLOOR AREA OF CONDITIONED SPACE. INFILTR. PRACTICE #2 3227.0 14.7 TOTAL AS -BUILT SUMMER POINTS 1 94847.2 R= 6 SEER= 12 2185.25 AS -BUTT GLASS TOTALS 44905.6294 1 47436.9 TOTAL BASE COOLING POINTS + BASE HEATING POINTS BASE + HOT WATER POINTS = TOTAL BASE POINTS 1.1 37773.47205 4344.49 4778.939 13276 55828.41 HEATING SYSTEM SYSTEM MULTIPLIER X TOT BASE WINTER POINTS = BASE HEATING POINTS AS -BUILT HCM (6A -19) 1.1 AS -BUILT HEATING POINTS 4344.49 4778.939 TOTAL- AS -BUILT SUM PTS X AS -BUILT DM (6A -7) X AS -BUILT HSM (6A-8) X AS -BUILT HCM (6A -19) = AS -BUILT HEATING POINTS 7898.91 1.1 1.0 1.0 8688.80 WINTER CALCULATIONS GLASS AREA X BWPM = POINTS ORIEN N 352.3 -0.4 -14092 NE/NW 52.8 -0.4 -21.12 E 43.9 -0.4 -17.56 S 126.7 -0.4 -50.68 SE /SW W 90.8 -0.4 -36.32 COND .15 X FLOOR AREA 0.15 I 3227 I INFILTR. 3227.0 PRACTICE #2 TOTAL BASE BASE + GLASS = ADJUST. X GLASS = AREA FACTOR SUBTOTAL -266.6 1 666.5 1 0.7262566 COMP BASE BASE DESCRIP AREA X SUMMER = SUMMER MULT. POINTS WALLS EXTERIOR ADJACENT DOORS EXTERIOR ADJACENT CEI.LNG ATTIC OR SINGLE ASSEMBLY FLOOR SLAB(perim) RAISED 2078.5 332 0.3 623.55 0.5 166 0 0 40 1.8 72 0 0 3249.6 0.1 324.96 0 0 248.0 -2.1 -520.8 0 0 COMPONENT DESCRIPTION EXT MAS BLK EXT FRAME ADJ FRAME EXT WOOD ADJ WOOD UNDER ATTIC SLAB ON GRADE SUMMER AS -BUILT R =VALUE AREA X POINT = SUMMER MULT. POINTS 4.2 2078.5 1.02 2120.07 11.0 0.0 0 11.0 332.0 0.5 166 0 11.0 40.0 2.8 112 11.0 0.0 0 0 30.0 3249.6 0.1 324.96 0.0 0.0 0 0 0 248.0 -2.1 -520.8 0 0 FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDmONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDmONED SPACE. 1.2 I 3872.4 I INFILTR. PRACTICE #2 3227.0 USE TOTAL FLOOR AREA OF CONDITIONED SPACE. TOTAL BASE WINTER POINTS 4344.49 EE 9E -DWjx IS AREA X WPM x SGL TINT N 46 3.7 1.26 214.45 SGL TINT N 107 3.7 1.14 451.33 SGL TINT N 186.4 3.7 1.96 1351.77 SGL TINT N 12.9 3.7 1.05 50.12 SGL TINT NE/NW 52.8 2.9 1.36 206.71 SGL TINT E 17.4 -1.1 0.72 -13.78 SGL TINT E 9.8 -1.1 3.38 -36.44 SGL TINT E 16.7 -1.1 22.04 - 404.87 SGL TINT E SGL TINT S 75.2 -2 0.93 -139.87 SGL TINT S 9.8 -2 0.83 -16.27 SGL TINT S 22.5 -2 0.27 -12.15 SGL TINT S 19.2 -2 -1.49 57.22 SGL TINT SE/SW SGL TINT W 42.8 0.1 2.4 10.27 SGL TINT W 48 0.1 22.04 105.79 SGL TINT W SGL TINT W ADJUSTED GLASS BASE SP - 193.62 I SOF = POINTS 1.2 AS -BUIT GLASS TOTALS 1824.2773 I 3872.4 TOTAL AS -BUILT WINTER POINTS 1 7898.91 I AS -BUILT AS -BUILT AS -BUILT TOTAL COOLING X HEATING X HOT WATEF = AS -BUILT POINTS POINTS POINTS POINTS 29212.9405 8688.80 13580 51481.74 14 13 12 11 10 9 8 7 6 L5 15 5.6' 16 50' 17 ,. � : 25' 20 50' 21 .. 22 . 23 50' w 30' +• N ZI30' LOCATION MAP SCALE: i = 150' 0, m 0, NE. 02nd STREE_ NE. NOTE: THIS IS NOT A VALID SURVEY WITHOUT THE UNDERSIGNED SURVEYOR'S SIGNATURE AND EMBOSSED RAISED SEAL /6'ALLA J. F. LOPEZ & ASSOCIATES. INC. CONSULTING LAND SURVEYORS AND PLANNERS CERTIFICATE N' LB.3192.STATE OF FLORIDA 555 EAST 25th STREET HIALEAH, FL. 33013 Ph:(305) 836 -1822 Fax: (305) 835 -0754 836 -0937 Mist STREET 15' 15' 1 130' 1 u, 2 3 4 5 130' 7 LEGAL DESCRIPTION: Lot 18 and the West 1/2 of Lot 19. in Block 14, of according to the Plat thereof. as recorded in Plat Public Records of Miami -Dade County. Florida. tel 0, PROPERTY ADDRESS: 145 NE. 101st Street. Miami Shores. SURVEYOR' S NOTES: 1. TYPE OF SURVEY: AS BUILT 2. ALL DISTANCES AND BEARINGS /ANGLES SHOWN MATCH RECORD DISTANCES & BEARINGS UNLESS OTHERWISE NOTED. 3. PROPERTY AREA: 8,525 SQUARE FEET 4. THIS PROPERTY IS LOCATED IN FLOOD ZONE X. BASE FLOOD ELEVATION: - -- AS PER F. E. M. A. MAP COMMUNITY N': 120652, PANEL N'0093,SUFFIX J, LAST REVFSED ON JULY 17,1995. 5.ALL ELEVATIONS THUS -6 3499- ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929.AS MEASURED FROM MIAMI -DADE COUNTY BENCHMARK N'N -397. INDEX:3100, ELEVAT I ON: 9.80' , AND I S A PK. NA I L AND BRASS WASHER IN NW.CORNER OF CONC.SUPPORT OF TRAFFIC CONTROL BOX NE.111th ST.--- 91.5'SOUTH OF C/L • N. MIAMI AVE. - - -36' EAST OF C/L 8'EAST OF A MALALUCA.TREE 2 BELL TELEPHONE MANHOLE-- -60'AND 55'SOUTH 6.LEGAL DESCRIPTION AS PROVIDED BY: OWNER 7. USE OF PROPERTY: VACANT 8. UNDERGROUND FOOTINGS, FOUNDATIONS. UTILITIES,OR SEPTIC TANKS WHERE NOT LOCATED BY THIS SURVEY. 9. THIS SURVEY HAVE BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH, THEREFORE EASEMENTS AND RIGHT OF WAYS SHOWN HEREIN ARE AS PER SAID MENTIONED PLAT (P8.10. PG. 70) OR DEED. AND THERE NAY BE A D D I T I O N A L RESTRICTIONS. EASEMENTS. OR RIGHTS OF WAY OF OTHERS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. I HEREBY CERTIFY: THAT A SURVEY OF THE PROPERTY AS DESCRIBED I N THE FOREGOING CAPTION HAS BEEN MADE UNDER MY DIRECTION AND MEETS THE MINIMUN TECHNICAL STANQARDS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61- G17 -6. FLORIDA ADMINISTRATIVE TIVE CODE, PURSUANT TO SECTION 472.027. FLORIDA STATUTES, AND IS TRUE AND CORRECT TO THE BEST OF KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT. Fl orida. 33138. LEGEND: 0 E • WOOD POWER POLE OVERHEAD ELECTRIC LINE BY' i JOSE F. LOPEZ. P. S. M. Pro essional Surveyor & Mapper N•3086. State of Florida CONCRETE AREAS "MIAMI SHORES SECTION N° 1' , Book 10, at Page 70, of the C.B.S.- CONCRETE BLOCK STRUCTURE D.H. • DRILL HOLE P. C. P. • SURVEYOR' S DISC STAMPED P. C. P. S. I. P. - SET 1/2' IRON PIPE N•LB. 3192 F. I. P. • FOUND 1/2' IRON PIPE ID.• IDENTIFICATION 1- 1 0/E 90, FOUND D. H. � �„ W 8' ASPHALT PAVEMENT ( 15 ALLEY SET P. C. P. c 2. N' LB. 3192 •" 75• 00 .• • F. 1. P. 1/2' NO ID. CAP) SKETCH OF SURVEY SCALE: 1 -20' 5' SIDEWALK : 75. NE. iOist ST. 19' ASPHALT PAVEMENT FOUND REBAR kV / Y 0 0 o m, o o J 0 W CU 1 Q ru cn W °' CC 0 rn rn rn REVIEWER: SHEET NUMBER: 40 1 : _ • I n 'ctor sp: gned PLAN REVIEW COMMENTS DATE: PROJ vAME: O AttV : C/`tE vet Nousr') PROJECT ADDRESS : t c-t S ME-. 10i. Sir e QTT pt4rtS tVt to(e Total Number of Hours (PLEASE TURN A COPY OF THIS FORM AS YOUR TIME SHEETI FOR ALL PLAN REVIEW) 11 3206 013 1910 JORGE I ARDURA 3M NANCY C 113 NE 101 ST MIAMI SHORES FL 33138 -2320 11 3206 013 1930 HYDER RALEIGH DAVIE IV 16165 NM 64 AVE *331 HIALEAH FL 33014 -7534 11 3206 013 1940 GERARDO L MOLINA • 145 NE 101 ST MIAMI SHORES FL 33138 -2320 CD CD 1 53 41 6 53 42 M IAHI SHORES SEC 1 AM9D PB 10 -70 • LOTS 15 THRU 17 BLK 14 - LOT SIZE 155.620 X 115 OR 15141- 2543 0891 1 • CD • CD . 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMID PB 10 -70 LOT 18 & 141/2 LOT 19 BLK 14 LOT SIZE . 75.000 X 115 OR 17966 -0515 0298 1 CD • CD . • • MIAMI SHORES SEC 1 AND PB 10 - 70 • LOT 20 i E1/2 LOT 19 BLK 14 . • • - LOT SIZE • 75.000 X • 115 • OR 17874 -1107 1197 1 • 88050 PROP ADDR 113 NE 101 LU o081 VACANT LAND B ORNS 0 BATHS LAST SALE 8/1991 ADJ SQFT • • IH 42435 131 .PROP ADDR • LU 0081 VACANT LAND BDRNS 0 BATHS LAST SALE 2/1998 ADJ SQFT • 42435 31975 • PROP ADDR 145 NE 101 ST LU 0001 RESIDENTIAL - SIN B ORNS • ' 2 . BATHS • 1 LAST SALE 11/1997 ADJ SQFT ' • 1396 •TR- PEB- ND/PATI • 88050 ST . ZN -1000 SGL FAMILY - 2101 -2300 O LAST INSP 10/1992 CONST YR $125,000.00 UNITS PRICE PER SQFT 42435 88050 1100 SQFT 42435 1100 ZN -1000 SGL FAMILY - 2101 -2300 SOT O LAST INSP / CONST YR . ' $37,000.00 UNITS PRICE PER SQFT 74410 25000 49410 1100 • -1000 SGL FAMILY - 2101 -2300 SQFT LAST INSP .5/1995 CONST YR 1935 $150,000.00 UNITS 1 PRICE PER SQFT $107.00 PLAN REVIEW COMMENTS DATE: C r.1t Ncuse) Ro��=cT NAME: DA\(�� Tre P�i" PROJECT ADDRESS: t�-(S 1�CG, o S 0A0 tv, 'fig k REVIEWER: P �� niL 1 yl 5 SHEET NUMBER: (7-9 COMMENTS Date Signed Signature or Inspector Title Total Number of Hours (PLEASE TURN'IN A COPY OF THIS FORM AS YOUR TIME SHEET: FOR ALL PLAN REVILE') PLAN REVIEW CO PROJECT NAME: PROJECT ADDRESS REVIEWER: SHEET NUMBER: COMMENTS Signature of I• =tor Date Signed DATE: r2MENTS OAS � CNE+. HoUsE) /L 6, j co 1 S'Tr e , e T P (ar,s e edr o ! Title Total Number of HOUrS (PLLkS c TURN - IN A COPT OF THIS FORM AS YOUR TIME SKEET ;. FOR ALL FLAW( REQIEt) LAN REVIEW COMM_.i�'`ITS DATE : A). i ?ROJECT NAME : H YO L ?RCJECT ADDRESS : iv E /C ( 5 k • /3/ REVIEWER: SHET NUMBER: Total Number or `<OMMENTS Ri hair al . 3 cot,a..y.e - fr . ✓ Q & - s ,e t , ex Eke_ " . S ta r e, c e -E, a.E Fa ttI1 4/71,t /Lana; / Ccv;wcy (Lva»i 2 /© Add ID C5 vess W «dews -la,)c Si/ ( ift e C J �- " a. � �• (Jee4 Prod. siLorvv+ stiuf4ers [,4t We calea aieta{ Go:,, byre ss ct tees c-K G - rats 10W! - dews 6leva.k -s I e Our • ,. Se-c-F• A 4" 4 trugefs to (ar -d" +�( G ca /z" cL K c.0 (ee Jer - g 4-r`` V -s , Pawl- load / ® do A-7 Secs. ,4 A g - etAx a tt - 5 PlacueG{ aisa /- ese are. led oui i be- ou X -4 1 -C Pam 4- / ® Wiwi" 41 5 la Ir j ` . ( New &t (, ;debt r [-rws 5 es • :, d4 - cal of Sec/ i Ara n C�ii t we ✓� e y 5til,e.K) lr ecvr� 4 uplir1 loads (e'er,t- -QJed7 typical fuss Cty.yi ! n e . t f/vt ie S GJ 1 v Geer coy, ✓7 G C ovt r +� Z �bOf v� r V (3 w is ideu..t of bed �ra6 � c� -a -le izs 5� , (.e sick fo be 4-'x 4'(?) . Signature of Inspector 4 e$141 f. a treew40 b e 4 - " x 4 — t1 e 6eaiht locelitin, 'ill 1 40+ spa*. lei-8 ", Hours Date Signed 5 (AAA" a e-. cd• al iop of It.' 9 (ass w aif (oven 4. 4, wt I1 Ski +i e bey 0-�., t". -0f u o LA, eawei G 4 611:‘ /�a� • boo WI . rocF ( oad (PLEASE TURN IN A COPY OF THIS FORM AS YOUR TIME SHEET_ FOR. ALL PLAN REVIEW) W (#0-7-e-,1-,Ia-L> Z7rz /99 PLANS EXAMINATION SHEET JOB SITE: 13/ NC /0/ sf. fr/ D .avic DATE: 5�/ TYPE OF REVIEW: .51 uC cI rG ? 2 el 4 rZev c e w BY: CODE SECTION PAGE LOCATION COMMTS 'deed cinple ee 1 a X45 / /am Oar s tores e. t eSt ivii n ey — or m450nry cons iL r a . cli o K ,- / ✓ 4 ce ►,(/r dl l aa.d caries Ar era kvt i �g 06/02/2994x.09:29 3056659626 = TRUSS COMPANY, INC. YOUR FAX; 60r.) 7 5 - 6 — 897f- > ( 104.-41 r"z)11.4 4 77 O COMA CAST CORPORATIO PAGE 01 FASCIMILE TRANSMISSION TO: 4 & - r FROM: a/Z` £..6i'� 4 ATTN: F2 ) k 41141 -4 DATE: NUMBER OF PAGES INCLUDING COVER SHEET: REF / y6iX hot)/ l ,z NOTE: IF YOU DO NOT RECEIVE ALL THE PAGES OR HAVE ANY QUESTIONS, PLEASE CALL US AT (305) 667 -6797 FAX# (305) 667 -0592 A.S.A.P. THANK YOU 7035 S.W. 44 ST.. MIAMI, FL 331' (305) 667 -6797