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RC-08-433 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL A*zda Phone: (305)795 -2204 Fax: (305)756 -8972 ClAlr 04 Inspection Number: I NS P- 111259 Permit Number: EL -6 -08 -1036 Scheduled Inspection Date: November 30, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: LUND, KENNETH Work Classification Addition /Alteration Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 113206014374 Project: <NONE> Contractor: MESA BROTHERS INC Phone: (305)345 -1974 Building Department Comments ELECTRICAL WORK FOR ADDITION 12/10/08 REVISION FOR ADDITIONAL INSTALATION & WORK Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 103278. CREATED AS REINSPECTION FOR INSP- 86338. CC LOW VOLTAGE NOT COPMLETED MD 04/10/09 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 25, 2009 For Ir*spections plea*� call: (305)762 -4949 Page 1 of 12 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 126379 Permit Number: EL -12 -08 -2131 Scheduled Inspection Date: November 30, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: LUND, KENNETH Work Classification: Addition /Alteration Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 113206014374 Project: <NONE> Contractor: MESA BROTHERS INC Phone: (305)345 -1974 Building Department Comments LOW VOLTAGE: PHONE CABLE MUSIC CAMERAS Inspector Comments Passed I // i Doorbell n of working. Please knock on door. Failed ; Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 25, 2009 For linspections pleas; call: (305)762 -4949 Page 4 of 12 Inspection Worksheet -6 � -4 33 Miami Shores Village ��. 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 103180 Permit Number: EL -12 -08 -2131 Scheduled Inspection Date: July 13, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: LUND, KENNETH Work Classification Addition/Alteration Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 113206014374 Project: <NONE> Contractor: MESA BROTHERS INC Phone: (305)345 -1974 Building Department Comments LOW VOLTAGE: PHONE CABLE MUSIC CAMERAS Inspector Comments Passed ❑ CREATED AS REINSPECTION FOR INSP- 102904. CREATED AS REINSPECTION FOR INSP- 101933. CC Failed a Correction ❑ Needed C� Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. i . a .,, n ,nne For Inspections please call: (305)762 -4949 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP -77596 Permit Number: RC- 3- 08-433 Inspection Date: July 24, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Termite Letter Owner: LUND, KENNETH Work Classification: Addition Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 113206014374 Project: <NONE> Contractor: OWNER Building Department Comments ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY 12/09108 REVISION FOR SLAB AND COLUMNS Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 July 24, 2009 Page 1 of 1 WOOD DESTROYING ORGANISM fr- L ERVICE AGREEMEN ACCT: T ERMITE & PEST SERVICES INSPECTION DATE UALITY • SERVICE • RELIABILITY INITIAL TREATMENT DATE: 7l 14252 S.W. 140th St, Unit #105, Miami, Florida 33186 Tel: (305) 251 -8445 • Fax: (305) 251 489$6 • wwwapexpostservices.com 4//100/ Name (A Street dress Q ,) Street Address (Mailing Addrew) State Zip CodeCity State Zip Code - Ztq 7Z t X2 �5e A � � 6 '� Business Phone Home Phone 7ype/Structure Cubic Footage/uneal Footag WOO Other Fees . D DESTROYING ORGANISM Initial Treatment ......................... ............................... $ Additional Renewal Years ......... ............................... $ Treatme II only cover W.D.O Types specified and paid for by the Buyer City Permit ................................ ............................... $ F ann can Termites (excluding) Formosan Termites Termites `ash Price ....................... ............................... $ / Other. Lwn Payment ................ ............................... $� 2 er i7th ❑ A - Defense System (Chemical ❑ B - Monitored Defense Sys�i k $ Barrier) (Foundation) ❑ Monthly ❑ Quatert 4 Balance o ,Cash Price ............... ............................... $ ❑ Drywood Termite ❑ A Tent Fumigation _ t OD OF PAYMENT ❑ wood Borer ❑ B Chemical Control y i ❑ ❑Check ❑ C.Card ❑Money Order ❑ Powder Post Beatles ❑ C Heat Treatment ❑ Other � Limited Guarantee -0-S i q ♦'' O G Treatment Based on our Inspection that Reveals ,�� ❑ Active Infestation _ O Evidence of Infection _ 5 Prevention Treatment ® 10 _ R e Signature � F 3 GENERAL PROVIS N 1. During the term of this Agreement, Apex Termite and Pest Services will reinspect riodi ly uilin the reasonable request of Buyer, and any necessary further treatment will be provided for at no additional charge. Buyer agrees to make the premises vailab for reinspection. 2. Apex Termite and Pest Services will renew this service annually for the premises for $ per year payable on or before each annual renewal date provided that the company shall have the right to revise the annual renewal charge beginning the sixth (6th) year from the date of initial treatment. 3. Apex Termite and Pest Services shall not be responsible for present or future damage to property or contents, or for repairs or compensation thereof. The only obliga- tion of Apex Termite and Pest Services shall be to provide the necessary additional treatment to the premises, at no extra cost, If live infestation of the above wood destroying Insect is found on the premises during the term of this agreement. 4. This agreement covers the premises diagrammed on the Graph as of the date of actual treatment, and in the event the premises are structurally modified, altered or otherwise changed after date of initial treatment, this agreement shall terminate unless a prior written agreement shall have been entered Into by the Buyer for Apex Termite and Pest Services to reinspect the premises, provide additional treatment, and/or adjust the Annual Renewal Fee. 5. This agreement shall be effective only upon payment of the charge provided herein. Any unpaid balance is due upon release of fumigant. 6. In the event Buyer defaults on any installment, the entire balance due hereunder shall become Immediately due and payable with Interest at the rate fixed by law and Buyer shall reimburse Apex Termite and Pest Services for its cost of collection, Including reasonable attorney's fees. 7. This will acknowledge that Buyer has read, understands and agrees to abide by the HOMEOWNER'S PREPARAnONS FOR FUMIGATION PROCEDURES as set forth on the attached form. 8. In the event that the Buyer digs, trenches, or removes a treated soil barrier around premI , then Apex Te and Pest Services has the right to assess retreatment fees or void the warranty entirely. Apex and Pest SerrlCos m give nabie notifi o prior to the commencement of said work on premises so retreatment can be assessed. ( � APEX TERMITE & PEST SERVICES E Y: BY Date: L A. UFEf IME UMITED GUARANTEE. Subject to the General Terms and Conditions, the COMPANY will control incidences that may occur of infestation by the wood - destroying organism(s) designated as subject of this agreement for one (1) year after initial treatment, provided that payment for the initial treatment is made as agreed; and during each additional year of the optional renewal period, provided that guarantee renewal fees are paid in accordance with terms of this agreement. The COMPANY'S UFETIME UMITED GUARANTEE under this agreement is limited to control only of subject infestation.and does NOT cover repair of existing or subsequent damage by wood - destroying organisms to the structure(s) or contents thereof. This guarantee is transferrable to a new owner of the premises by the transferring a copy of this agreement to the new owner AND BY ADVISING THE COMPANY IN WRITING of the name and billing address of the new owner within 30 days of transfer. B. Company assumes no responsibility for any type of damage to property or contents caused during fumigation procedure unless said damage results directly from Company's gross negligence. GENERAL TERMS AND CONDITIONS CHEMICAL CONTROL - DRYWOOD TERMITE Chemical Control will cover premises for spot treatment only. If Tent fumigation is needed, the company will credit the customer 20% of initial treatment towards the entire price of the Tent fumigation. This treatment will usually result in further need for retreatments. Apex Termite and Pest Services will not be responsible for any damage to property or contents. FUMIGATION Apex Termite and Pest Services may assign this contract for the initial treatment and/or any future fumigation required. during the guarantee period to any company licensed to perform fumigation within the state of Florida. The subcontractor shall hold itself primarily liable to you and the Florida State Division of Health for the full performance of all fumigation work performed in the specified premises. The subcontractor shall hold itself primarily liable for the full performance for the treatment of the specified premises as same may be required by chapter 482 of the Florida Statutes and by chapter 10D.55 of the Florida Administrative Code. CHEMICAL CONTROL - SUBTERRANEAN TERMITES 1. If moisture and/or structural conditions which are conducive to subterranean termites are subsequently found to exist without ground contact, then the company shall be relieved of any and all liability. 2. Structural or mechanical defects which result in water leakage in interior areas or through the roof or exterior walls of the premises may destroy the effectiveness of the company's treatment, thereby permitting infestation to continue after the date of initial treatment. if such a condition is discovered, it is agreed that the customer will be responsible for maldng such repairs as necessary to correct the structural or mechanical defect and the company will, upon said completion of repairs provide additional treatment to control the infestation in the area. NOTICE OF CANCELLATION "Buyer's Right To Cancel." This is a home solicitation sale. If you do not want the goods or services, you may cancel this agreement by mailing a notice to the seller. This notice must indicate that you do not want the goods or services and must be post marked before midnight of the third business day after you sign this agreement. If the buyer cancels this agreement or N the buyer reschedules the services with in hours of services to be rendered. The seller may keep part or all of any down payment. Com nts: A 01 1 d 1tNKA - e ceer U e 4 Q -S 'eccto.c W w ol� Koh ow_v 'XS S /154 ecQ T(o AiA A we vt + vo ceSP7 ^ 4 Miami Shore Villa' Pe r r Building Department g CERTIFICATE OF COMPLETION CHECKLIST Required BUILDING PERMIT CARD - Containing final initials of all inspectors SURVEYS (2) FINAL AS BUILT - Required Items: E evations of building showing all intended setbacks from property lines and other a dating structures. Ingress + Egress required parking spaces, wheel stops, stripping, d all paving to exterior. CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM P CERTIFICATE OF INSULATION - (must be orig CERTIFICATE OF SOIL TREATMENT - (for termite original) CHAPTER 2326.5 TERMITE PROTECTION: "This uilding has received a complete treatment for the prevention of subterranean term tea. Treatment is in accordance with the rules and laws as established by the Flori da Department of Agriculture and Consumer services." HEALTH DEPT. APPROVAL LETTER - (only if new septic was installed) �® Note: If house has a septic tank, approval letter is required from the health dept. FINAL CERTIFICATION LETTER FROM THE ENGE 4EER/ARCHITECT (on masonry, trusses ' y special structure, etc.) PLEASE NOTE THAT THE SAME ITEMS ARE RUED FOR TEMPORARY CO. f Residential Addition Certificate of Completion fee r Approved Date ) i MI chc -8/ 17 /05MV i { Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: INSP- 119137 Permit Number: RC -3 -08 -433 Inspection Date: July 13, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final PE Certification Owner: LUND, KENNETH Work Classification: Addition Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 113206014374 Project: <NONE> Contractor: OWNER " s Building Department Comments ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY 12/09/08 REVISION FOR SLAB AND COLUMNS Inspector Comments Passed * /Z; 7- ;; Failed E] Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762.4949 July 10, 2009 Page 1 of 1 f cane d +b architecture+design TIMM JUL 10 2009 July 6, 2009 B Ya .. ................... Miami Shores Building Department Mr. Norman Bruhn Building Director 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Dear Mr. Bruhn: Please accept this letter as confirmation that the renovations conducted at the LUND residence on 1001 NE 96th street in the city of Miami Shores, FL were completed in accordance with the plans which were submitted and approved by the Village of Miami Shores Building Department. Specifically, the structural integrity of the residences trusses and masonry as well as the pilings were all installed in accordance with the approved plans. B Xnceaaaia r Hug Mijar seed app isba 3436 N Miami Ave street suite 1 miami fiorida 33127 ®786.364.4675 1@786.735.1650 w- w- nonedbmiami_com y Jose L. Guzman P.E. 16581 SW 64 Terrace, Miami, F133193 T. 786.338.1082 F. 305.387.1829 E -mail: Jguzmanalba@aol.com JULY 30, 2008 Miami Shores Bldg Department 389 NE 99th St AUG ' ��� Miami Shores, FL 33138 Attn: Claudio Grande �+ Dear Mr. Grande Please accept this letter as confirmation that Jose L. Guzman PE has conducted an evaluation and analysis of the LUND residence located at 1001 NE 96 street in the Village of Miami Shores FL 33138 and that, as per the revised structural plans being submitted with this letter, the altered structure has been designed to support wind loads of up to 146 MPH as per Florida Building Codes. Please contact us if you have any questions regarding this matter. Regards, ose L. Guzman, P.E. �G Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)79.5 -2204 Fax: (305)756 -8972 nspection Num G N� -1191 s'' Permit Number: RC- 3 08-433 ! _ 7k Inspection Date J ,1360+ Permit Type: Residential Construction Inspector: Bru , o 51 ,yy .r. Inspection Type: F. Elevation Certificate Owner: , SCE NTF Work Classification: Addition Job Address: ' ` eet Miami Shores, FL 33 38- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Contractor: OWNER Building Department Comments ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY 12/09/08 REVISION FOR SLAB AND COLUMNS Inspector Comments Passed 2 Failed El Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 July 10, 2009 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency 211345 Expires February 28, 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name Kenneth Lund and Alexandra Lund A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1001 N.E. 96th Street city State ZIP Code Miami Shores, Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lots 17 and 18, Block 82, MIAMI SHORES SECTION NO. 3, P.B. 10, PG. 37, Miami -Dade County A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, eta) residential A5. Latitude/Longitude: Lat. 25 0 51 1 500"N Long. 80 ° 10 f 3 7.1 "W Horizontal Datum: 0 NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate Is being used to obtain flood insurance. A7. Building Diagram Number 1 /8 A8. For a building with a crawl space or enclosure(s), provide: + A9. For a building with an attached garage, provide: a) Square footage of crawl space or endosure(s) 17 sq ft a) Square footage of attached garage -0- sq it b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attach y garage endosure(s) walls within 1.0 foot above adjacent grade 4 walls within 1.0 foot above adjacent grade - c) Total net area of flood openings In A8.b 34 sq in c) Total net area of flood openings in A9.b -0- sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Miami Shores 120652 I Miami -Dade I Florida B4. Map/Panel Number B5. Suffix I B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevado (s) (Zone Date Eifective/ReWsed Data Zone(s) AO, use base flood depth) 1 2025CO093 J 7 -17 -95 1 3 -2 - 1 X Not Available B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. FIS Profile ® FIRM El Community Determined ❑ Other (Describe) Bl 1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located Ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Item C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized B -62 Miami -Dade County Vertical Datum N.G.V.D. 1929 Conversion/Comments SEE "D" Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 8.40 ® feat �� meters (Puerto Rico only) b) Top of the next higher floor 10, ^ ® r- � feet u meters (Puerto Rico only) C) Bottom of the lowest horizontal structural member (V Zones only) W A_ LJ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) N. A feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 8 90 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment In Comments) f) Lowest adjacent (finished) grade (LAG) 8 40 x feet ❑ meters (Puerto Rico only) .9) Highest adjacent (finished) grade (HAG) 9 . 90 0 feet [] meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data availeble. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S Code, Section 1001. ® Check here if comments are provided on back of form. PLACE Certifier's Name License Number SEAL FRANCISCO F FAJARDO' #4767 HERE Title PROFESSIONAL SURVEYOR & MAP�� nyName 1ANNES AND GARCIA, INC Address City State ZIP Code 359 ALCAZAR AVENUE CORAL GABLES FL ORIDA 33134 Signatur Date Telephone 2 ^2� 7 -2 -2009 305 - 666 -7909 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1001 N.E. 96th Street city State ZIP Code Miami Shores, Florida 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT. CERTIFICATION .(CONTINUED) Copy both sides of this Elevation Certifica for (1) community official, (2) i nsurance agentloompany, a nd (3) b owner. Comments C2 —E = A/C PAD, CROWN ELEVATION = SOUTHEAST 9.27, SOUTHWEST 9.51, NORTHWEST 9.14, PROPERTY CORNER ELEVATION = NE 8.30, SE 8.50, SW 8.30, NW 9.00, HOUSE HAS 2 DIAGRAMS #8 ABOUT 175± SQ FT, THE REST IS A DIAGRAM #1, DETTACHED GARAGE ELEVATION = 8.76 Signature Date 7 -2 -2009 ❑ Check here if attachments SEC ON E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BEE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate Is Intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (Including basement, crawl space, or enclosure) Is _ ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided In Secti n-A Items 8 %llor 9 (see Me 8 of instructions), the next higher floc' (elevation C2.b in the diagrams) of the building is _ [] feet u meters U above or LJ below the HAG. E3. Attached garage (top of slab) Is [] feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community4ssued BFE) or Zone AO must sign here. The statements in Sections A, A and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Data Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- Issued or community4ssued BFE) or Zone AO. G3. ❑ The following Information (Items G4. -G9.) is provkted for community floodplain management purposes. G4. Permit Number G5. Data Permit Issued* G6. Date Certificate Of Compllanc a /Occupancy Issued G7. This permit has been Issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (Including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (In Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Of'ficial's Name Tito Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. 211345 For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number 1001 N. E. 96" Street City State ZIP Code Company NAIC Number Miami Shores, Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW 7 -3 -09 REAR VIEW 7 -3 -09 �° yl JOB # 211345 FRONT JOB # 211345 BACK FRONT VIEW 7 -3 -09 REAR VIEW 7 -3 -09 4 JOB# 211345 FRONT DETACHED GARAGE JOB # 211345 BACK DETACHED GARAGE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 102'949' Permit Number: RC -3 - 08 -433 Scheduled Inspection Date: June 30, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Truss lnsp Owner: LUND, KENNETH Work Classification: Addition Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 113206014374 Project: <NONE> Contractor: OWNER Building Department Comments ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY 12/09/08 REVISION FOR SLAB AND COLUMNS Inspector Comments Passed El CREATED AS REINSPECTION FOR INSP- 102767.. CC NO TRUSS ATTACHEMENT DETAIL Failed `�9 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 Inspection Worksheet W Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 103790 ?Ji Permit Number: RC- 3-08 433 Scheduled Inspection Date: June 30, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Insulation Owner: LUND, KENNETH Work Classification: Addition Job Address: 1001 NE 96 Street Miami Shores, FL 33138 - Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Contractor: OWNER Building Department Comment ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY 12/09108 REVISION FOR SLAB AND COLUMNS Inspector Comments Passed ❑ CREATED AS REINSPECTION FOR INSP- 77613. CC Provide energy calculations. NB Failed a 4eeir Correction a Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. j , _ ., , mho For Inspections please call: (305)762 -4949 0­ O -f 7A •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • ' • •• • • • • ... .. • .,.• 200® RI\AI OF cT is QUAL.ITT O•SERVICE • R'E:LI'ABIL�TY 14252 S.W. 140th St, Unit ##105, Mi8oi, Florida .31.86 " ®® Tel: (305) 251-84 fex: J3f 5;-8986; 0 :10 P bes com SOIL PRE TREAT M" ':C R'TIFICATE AC UNT #: I�� DATE: 06 22+ �o OLI L TO,; V 14 B ER'S NAME C6 RACTOR THE TING ADDRESS BILLI ADDRESS / 313 TY STATE ZIP CI STATE ZIP TYPE OF UARANTEE: TYPE ENT: NUALLY RENEWABLE SPRAY FIVE I SEARS' SPRAY AND TAMP CENTS ONE (1) YEAR SQUARE FOOTAGEMM&R —W TOTAL TREATMENT COSTS $ tea UNDER THE.COPANY' CONTINUOUS PROTECTION PLAN THE ABOVE NAMED PROPERTY CAN BE RENEWED ON THE (DATE) 08 / UPON PAYMENT OF THE INITIAL TREATMENT COST, AND ANN ALLY THERAFTER IN (MONTH) 08 , (YEAR) 2d 13 .A GUARANTEE WILL BE EFECTIVE FOR AN INITIAL PERIOD OF Q MONTHS AND THEREAFTER SO LONG AS PAYMENTSARE MADE IN ACCORDANCE am view -.� A PRE -SLAB TREATMENT FOR SUBTERRANEAN TERMITES WAS GIVEN TO THE ABOVE PREMISES ACCORDING TO THE STANDARDS OF THE NATIONAL PEST CONTROL ASSOCIATION, -AND MEETING SOUTH FLORIDA BU ING CODE UNDER `SECTION 2913.5 LICENSE O. 1106 APEX TER:. & PES ,SERVICES CORP. GU T AYA, PRESIDENT BUYER OR AUTHORIZED AGENT TO TERMS AND CONDITIONS NOTED ON BACK PAGE 14252 s:w. 140 ` street unit 105 Miami; Florida 33186 i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number. INSP- 119142 Permit Number: RC-3 -08-433 Inspection Date: July 10, 2009 Permit Type: Residential Construction Inspector: Levrock, James Inspection Type: HRS Approval Owner: LUND, KENNETH Work Classification: Addition Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Contractor: OWNER Building Department Comments ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY 12/09/08 REVISION FOR SLAB AND COLUMNS Inspector Comments Passed X2 Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 July 10, 2009 Page 1 of 1 p1VISl0N Of Environmental Health Florida Department of Heath Miami -Dade County Health Department OSTDS /Septic Tank Division 7769 NW 48 St. Suite 175 Miami FL 33166 � /Z / %© �. Inspector , Date -- Address Joel A) E OSTDS # Comments: Signature S 7i3o� 6­ STATE OF FLORIDA` PERMIT No. A 6 1.5* 7Z DEPARTMENT OF HEALTH DATE PAID, ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID �iro CONSTRUCTION INSPECTION AND FINAL APPROVAL RECEIPT APPLICANT: AGENT: PROPERTY. ADDRESS: �` t k t 1 `"1 L LOT: _ BLOCK: SUBDIVISION: ,� # ' t1 � 'I PROPERTY ID°#: � ' 1 7 110 CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND.- MUST TANK INSTALLATION SETBACKS [ rf [01] TANK SIZE [11 �� [21 I l [27] SURFACE WATER FT [ �Y [02] TANK MATERIAL [ ] [28] DITCHES FT I ° J [03] OUTLET DEVICE I 1 [29] PRIVATE WELLS FT [ 4 [041 MULTI- CHAMBERED [*.) 1 [ ] [ 30} PUBLIC WELL " Fr { [051 OUTLET FILTER:_ [ ] _ [311 IRRIGAT,IO WELLS FT [ u1"' [061 LEGEND : t ? ' - " I ' [ w7 1 13 , 21 , — , ' Pt TAB WATER LINES 0 FT [ [071 VATERTIGHT [1 BUILDING FOUNDATION — FT [ 1 1041 LEVEL7 PROPERTY LINES FT [ ,,r 1091 DEPTH TO LID [ ] [33] OTHER FT, DRAINFIELD INSTALLATION G't " Ir e FILL OUND` SYSTEM 1 11131 " .. 'AREA [11 _�C [21 SQFT [ ] [361 DRAtCti RIELD COVER [11] DISTRIBUTION BOX HEADER ` [ ] [37] SHOULDERS ° r [12] NUMBER OF DRAINLINES !3 [ ] [381 SLOPES [ tif [131 DRAINLINE SEPARATION [ 1 [391 STABILIZATION I [141 DRAINLINE SLOPE [ [15] DEPTH OF COVER ADDITIONAL INFORMATION [ L °; [161 ELEVATION [ABOVE/BEO BM ; I [40] - UNOBSTRUCTED AREA' [ [17] SYSTEM LOCATION [ j [41] STORMWATER RUNOFF [ ] [181 DOSING PUMPS AZ //L [ ] [42] ALARMS ; [ ] 1191 AGGREGATE SIZE I 1 [431 MAINTENANCE AGREEMENT 1' 1 [20] AGGREGATE EXCESSIVE FINES I 1 1 44 1 BUILDING AREA [ ] [21 ] AGGREGATE DEPTH I [45] LOCATION CONFORM WITH SITE PLAN [ 1 [461 FINAL SITE GRADIW FILL / EXCAVATION MATERIAL ' [ L?'' [471 CONTRACTO. [ tt [221 FILL AMOUNT I 1 [481 OTHER I''C. ¢ a 1 1 [231 FILL TEXTURE 1 ill [24] EXCAVATION DEPTH ABANDONMENT [ j [251 AREA REPLACED [ I [491 TANK PUMPED •� : . o I ] [26] REPLACEMENT MATERIAL I 1 1501 TANK CRUSHED +I£ - flt7 EFI I I EXPLANATION OF VIOLATIONS /REMARKS: f 1 CONSTRUCTION [APPROVED /DISAPPROVED]: CHD DATE: " FINAL SYSTEM,[ ' RO /DISAAPROVED]: = CHO DATT - " F � DH 401.6 (Page 2),.10/97 (Previous. Editions May Be U Page 2 of 3 Stock Number. 5744=002-4016-4,9 PT 1: Applicant PT 2: Installer /Gontras PT 3: Bu lding_DeW[r > : , ' PT 4: IHeaM tae ... - ,:' r PrzpmtT f t tlf R Peimo tr c tg number assigned b w ; ` # �. 7. « S YF 2 APPUCAW- Y f Property owners full name. k h A�Ef�1T: Propj► #ver's leatlyr z MAILING P.O. box or street maihng.addrdft fcr' gg, _ "LOT, ly ".. >. Lot, Blo k and SubdMs for 7 �' '17 character numb6r for property {pC� , COUNTY HEALTH QENATMENT CHECKS (Xj ITI S NOT IN COMP NEB TATllTE C F3M11CIN 1S CflMPL�G BY CHIj ONE TANt( ' BWLT "ST)k 7�17KL0 ..7Jt,3"'I OUTLET FILT (r nufa ur¢r, make; model) 4 LEGEND {manufacturer code) , u *A€NFtEMAREA (mare feet) GPIRMUTIM BOX !,H pi check QtINLfiIES (nnabar installed} # a w SYS9 EM EL" . to am) g x F .€ y e` } y AR DOSIt'T?S (1trF # 4 wvk T 3 SETI3AGKS { actuak seRbarc& ft 4 z � r" f SETBACKS OTHE€!; {as required � x, STABUZATtON {date ctabifted} CANTRACTOR (caxatraclor ins talling systemm� ADDlTtONAt lNPC?RMATf0 (as ' .- � : � ry � ., � a�Ek ��� � �� ��Y � • � �'' a � � ,-i +max a . ABANDON � T , PUMPet� i� TANK: t»tl1SHEl7,AN[ 1_ ICPLANAIT#OAI F 1ONS .. �' ffec d item numk V � : expla _ W h of d ; �v CONS tv Circle AM''0ved of drsappi Dyed, Clop FINAL 1 0�/ Circlet a ed ar reed - V ,�� Final a nd' =not be gra�it rn ii the C:N[3 t�orrfirt d tt9at CArrry2 " s Submitted the p � ELEVA fC7N SlVt3l 14§H ` ELEVATIO OF B�FiMAI K OED �� "�# Gl1ND" TOP CIF ' j 5f H.t. --_ h - t> A. y d, Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: INSP- 119135 Permit Number: RC- 3- 08-433 Inspection Date: July 10, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Survey Final Owner: LUND, KENNETH Work Classification: Addition Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Contractor: OWNER Bullding Department Comments ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY 12/09/08 REVISION FOR SLAB AND COLUMNS Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762-4949 July 10, 2009 Pagel of 1 .. 1 ,10V This property described as: Z Lots 17 and 18, Block 820 MIAMI SNORES SECTION NO. 3, according to the Plat Su thereof , as recorded in n w , Plat Book 10 , Page 37 y ..:t f. �. of the Public Records of ILV C. ,,'` Dade County, Florida. ., z.3 �� Note: Underground encroachments �yj /40 If ' a and utilities, if any, not W . • " �' '� ��, . ! located. Fence ownership by C N !` visual means only, legal /om.mo z ownership not determined. &p o P l W ® `ry V YORS NOTE: PROPOSED SEPTIC TANK AND DRAINFIELD AND EXISTING i ,' SEPTIC TANK LOCATIONS BASED UPON PLANS PROVIDED BY NESTOR J. CIFUENTES, " P.R.—FOR LUND RESIDENCE PROJECT NO. 2001. m w s x q ty ; A o - 4: ?e�, , NOTE: _ •r•T L. F. ELEV. _ / 3 -S denotes lowest habitable floor elevation.. Elevations shown refer to N.G.V.D.. 1929. , Lowest Ad.3acent Grade Elev. _ {- !P. "t!Av� �.�v.v •a'® B.M. # B -!�2 ELEV. 4 f D CQUNTY) /A/ = Wig: -. • !r e '` _ p Garage Elev, ° v; ' Q C) ar:.. r. Cif Cl Ai f /rIR", 00 1 t9• a K =Ale drub �.un { 3 - t, Miami Shores, PROPERTY OF • N.E N . E . 9 Stre Florida. 338 Unless it hears the signature and A BOUNDARY SUR 1 A N N E S and G A R C 1 A I k the original raised seal of a Florida i hereby terrify that the survey repre- L .B. 20 — BEA LE SMITH #923 licensed surveyor and mapper this rented hereon meets the minimum ENGINEERS - LAND SURVEYORS -LAND PLANNERS technial standards set forth the Board o- w drawing, sketch. plat or map is for FRANCISCO F. FAJARDO 14767 : . ' infannational purposes only and is Admi m t odde �� Office address: 359 Atcazar Avenue, Coral Gables, Florida 33134 . not valid. Fla. are no a ��__ e75eRKfltS on 1 7 A�w�<y� the other than as ". �.. a "3 -8fi63 b5 • i Fl. Land r No. ^' DAT SC ALE p � / BY D RWG. 45070 3 --5 -08 Elevations added. 4 -22 -08 Proposed Septic Tank and Drainfield and Existing 10 1-19 -04 ''Recertified" ° amen, Certified To and Flood Infor ti.on 159610 Septic Tank. w/ Elev. and Surveyors Note added. eG , s Ap�,� 211345 10 - 29--04 ` ;A� s and `Lender added. a 1 .a I i Allah cupy PERMIT : Ohs 9 3 Miami Shores Village APPROVED BY D TE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Pago 2 of 2 Leg of S7!= AbhreviaUores A Are Distance A/C Air COMU WMS Pad RCR Broward Couidy Reeords BLDG llrukta.6 R Rod. s r (C) Ca111:44 W CO C atch ente Darin CL S CRs Concrete Bhrk Slructnue Of Gland IAslanca RAI) Red, f Clew C/L Cellar Line COIN. Concrete DE DrauwRe E•asenwos R/w 111211 (l way ENC EsNauchmart ETP Electric Tranowert" Pad rD Faaul rit rue Ilydranl SEC Sect 'n rip Farad Iran Pipe FtR Found i Rod (M) Messwed NCVO Natraut Gewd c SCR Sere nod • Vestrcal Dahn" �1 Overb" ORB Official Records Books OUL Overlw11d Utility Lions P Plat SIP set n on Pipe PB ' PW Back PC Point of Cwwtwe KC Point of Compound Curve PO Pape SwK Srdr• +11111 PIL Property Lea POD Point otsellminp POC Point AI Conowncement' PRC Point of Reverse UE Mil. / Cwvalwe Est nerd tip UI$MI Poie W" wade Meta A Central Angle PT Point of I sn •a fiancr moll moat.. fdstar T Targenl LME Lake 1614W. Esseuwnt AE Anchor Easanent O/S Ohm Notes ,a All Clearances and/or encroachrrlents shown hereon are of apparent nature. f=ence ownership by visual means. Legal *0M of fences not deter ed. " b�) The Issue of this iurve is only fclr the exclusive and specific use of those persons, parties or institutions shown in the certification. Any other intended use will require written approval from the certifying surveyor or firm. c) Code restrictions and titie search are not reflected on this survey. ©. d) Underground unities and encroachments, if any, not located. t� e) The flood Infornm0on shown hertlon does not Imply that the referenced property will or will not be free from flooding or 'damage and does not create liability ori`the part of the firm, any officer or employee thereof, for any damage that results From relia= on said information. to ' o Q * iolands depicted hereon were (purveyed per the legal description and no claims as to ownerships or matters of title � are made or Implied. r g) . lam survey is not to be relied upon for construction. Q tNFQRMAfi WIN 1POM ILIMy Nutnl er. 120652 ;Mandl Nurnblar/Map 1202500093 Ind 7-17-95 ° 'Bwe'EleyaltESn: Not Available , r+ Swings. If any Shown d on (reference) • . EI' t=1ED TQ• p; � tle Services Company; Attorneys'. Title insurance Fund, Inc.; Xonue 4id, A - oxandra Laand : -all Pope I rt"ge and Aa4acidtigi it9 a ofi�- 0,64/ .signs, as their interests• y. appeaia. 4J l Kemeth and „ >fxROPERTYOF: ,�.. r #. 1=dIx 1001 N.E. 96th Street, Miami Shores, Florid ICY IILWWiTItOIiFTttE�tllciURiARB raetkaranutLa eupLarmu► p 33138 q ssCEN5t4tkEpRY$YCRANDUtitf!PER - BQUMt)AM SURVEY I nav C"My Dart I%$ «r"r r r p atserded LANNES AN :D GARCIA, INC. naeon meals Dre aainlmum Wd"Cal sca"d.uvsr art lain' by ure Board of Land L.S. 020$8 Busysirosa to duo" SM117 "Items Admineiratnre CWO pureoanl jo sato" Surveyors4 tit pars -Land planners <r AI Ilk. stir,. Tnae ue no encroach FRANCISCO F. FAJARDO #4767 aamte, lava UPS. ensto ds appearino on ;BEAIaE SA�T'�'H #5238 c l the Plat, molar "on apt Aaron hereto . f al r Oftlea Address: 359 AtcBzur Ave, Coral G4WS, FL 33134 � ' (305) 666-7808 ' (954) 523 -MG3 FIELD DATE l SCALE DRAWN BY DRAWING NO l r Rn)p. ftUnnFEirF1R AaY11 lt,. ,„{ - • 15961 -8 10 29 -'04 "Name" revised and "'Lender" added. .? 211134 ' IO 10 -07 Recertified, Certified Tee and Nantes revised % •• • • • % •• • DYNATECH ENGINEERING CORP. . . . ' • • 750 WEST 84 STREET . . . . . . . . . ' • • • • • • HIALEAH, FLORIDA 33014 • • • • • • • ••• ••• (305) 828 -7499 PROCTOR-QW i'.AZTION'TEST DATE: 8 -22 -08 • •' ' •' • • • •' �oaa CLIENT: JOCY CONSTR UCTION PROJECT: Addition n ADDRESS: 1001 NE 96"' Street Miami FL. CONTRACTOR: Jocy Construction - - MATERIAL DESCRIPTION: Crushed limerock SAMPLED BY: FP TESTED BY: FP TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop AASHTO designation T- I80 -C. % MOISTURE DRY DENSITY 5.6 119.1 8.3 123.2 12.9 119.8 125 D R 123 y D 121 E Optimum Moisture 9.6 Percent N 100% Maximum Dry Density 124.6 lbs. /cu.ft. 119 S % Passing 3/4" Sieve 91 Percent I 117 T Y 115 4 6 — 8 10 12 14 c/. `1 6lI TURF Res ectryely submitted, As a mutual protection to clients, the public and ourselves, all reports N are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding lssain ani, P.E our reports is reserved pending our written approval. DYNA CH ENGINEERING CORP. Florida Reg. No. 39584 DYNATECH ::::.:. ENGINEERING CORP. • • 00: • • 750 WEST 84 STREET • • • . • • • • • • • HIALEAH, FLORIDA 33014 • • • • • • • • • • • • •• • (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS .... . .. ... .. DATE: 8 -22 -08 • • • • • • CLIENT: JOCY CONSTRUCTION PROJECT: Addition @ ADDRESS: 1001 NE 96" Street Miami FL CONTRACTOR: Joey Construction Test No. 1 Location: East side of -ad underslab Test No. 2 Location: North side of pad underslab Test No. 3 Location: West side of pad underslab Test No. 4 Location: South side of Pad underslab Test No. Location: Description of Material: Crushed limerock TEST NO. 1 2 3 4 DEPTH 12 12 12" 12" FIELD DENSITY 122.9 123.7 124.0 124.2 MOISTURE CONTENT % 6.7 6.2 6.5 6.4 MAX. DENSITY IN THE FIELD % 98.6 99.2 99.5 99.6 COMPACTION REQUIREMENTS BY 98% 98% 98% 98% SPECS. % OF MAXIMUM DENSITY 100% MAXIMUM DENSITY (LAB) 124.6 124.6 124.6 124.6 OPTIMUM MOISTURE ( %) r r r r r Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: FP Respectfully submitted,_ Tested By: FP c Checked By: RN - Wissap6 Naarnani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines be degree of compaction of the tested layer of material only. In no way shall a density test replace a -soil bearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property'afclients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I ISIS P - 119136 Permit Number: RC- 3- 08-433 Inspecti 1 20 Permit Type: Residential Construction Inspect 'Mn l� n , �VAT Inspection Type: F. Elevation Certificate Owner. Work Classification: Addition Job Add9 0 Ste IIIlam S`torrs, 33138- Phone Number (714)721 -2270 Parcel Number 113206014374 Project: <NONE> Contractor: OWNER Building Department Comments ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY 12/09/08 REVISION FOR SLAB AND COLUMNS Inspector Comments Passed a 2 ; Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 July 10, 2009 Page 1 of 1 U.S. DEPARTMENT O HOMELAND SE ELEVATION CERTIFICATE OMB No 1660-0008 Federal Emergency Management Agency 211345 Expires February 28, 2009 National Flood Insurance Program important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name Kenneth L d and Alexandra Lund A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1001 N.E. 96th Street City State ZIP Code _ _Miami Shores, Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lots 17 and 18, Block 82, MIAMI SHORES SECTION NO. 3, P.B. 10, PG. 37, Miami -Dade County A4. Building Use (e.g., Residential, Nan- Residential, Addition, Accessory, etc.) residential A5. Latitude/Longitude: Lat 25 ° 51 8t Long. 80 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate Is being used to obtain flood insurance. A7. Building Diagram Number 1/8 A8. For a building with a crawl space or enclosure(s), provide: + A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 175- sq ft a) Square footage of attached garage - sq ft b) No. of permanent flood openings in the crawl space or 4 b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings In A8.b 4 -t•- sq in c) Total net area of flood openings in A9.b _n_ sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number 82. County Name B3. State - Miami Shores 120652 Miami -Dade Florida B4. Map/Panel Number B5. Suffix I B6. FIRM Index I B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025CO093 J 7 -17 -95 3 -2 -94 1 X Not Available B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. Q FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE In Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) 612. Is the building located Ina Coastal Baffler Resources System (CBRS) area or Otherwise Protected Area (OPA)? El Yes ® No Designation Date N/A CBRS EI OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARiAE, AR/A1 -A30, ARIAH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark utilized B -62 Miami -Dade County Vertical Datum N.G.V.D. 1929 Conversion/Comments SEE "D Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 8.40 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 10.35 x feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N , A U feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) N . A ❑feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 8.90 ® feet (❑ meters (Puerto Rico only) (Describe type of equipment in Comments) Q Lowest adjacent (finished) grade (LAG) 8 40 x feet ❑ meters (Puerto Rico oily) g) Highest adjacent (finished) grade (HAG) 9. 90 x feet 0 meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certiilcate 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. IN Check here If comments are provided on back of form. PLACE Certifier's Name License Number HERE FRANCISCO F FAJARDO' #4767 Title Company Name 4 f p. PROFESSIONAL SURVEYOR & MAPPER IANNES AND GARCIA, INC. Address ALCAZAR A C ORAL City state ZIP Code GABLES, FLORTDA 11114 359 Signature Da Telephone -?..D c , 7 -2 -2009 305- 666 -7909 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding Information from Section A. Building Street Address (including Apt., Unit; Suite, and/or Bldg. No.) or P.O. Route and Box No. 1001 N.E. 96th Street city State ZIP code Miami Shores, Florida 331 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT. CERTIFICATION (CONTINUED) Copy both sides of this Elevati Certi fic a te f (1) community official, (2) Insurance agen t/ co mp a ny, and (3) building owner. Comments C2 -E A/C PAD, CROWN ELEVATION = SOUTHEAST 9.27, SOUTHWEST 9.51; NORTHWEST 9.14, PROPERTY CORNER ELEVATION = NE 8.30, SE 8.50, SW 8.30, NW 9.00, HOUSE HAS 2.DIAGRAMS #8 ABOUT 175± SQ FT, THE REST IS A DIAGRAM #1, DETTACHED GARAGE ELEVATION = 8.76 Signature Date 7 -2 -2009 ❑ Check here If attachments — SECTION - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A. B, and C. For Items E1 -E4, use natural grade, If available. Check the measurement used. In Puerto Mc o only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation Is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). 11 feet El meters ❑ above or ❑ below the HAG. a) Top of bottom floor (inducing basement, crawl space, or enclosure) is _ b) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in SedQP -A Items 8 nd/or 9 (see 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ [] feet u meters above or below the HAG. E3. Attached garage (top of slab) Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building Is _ ❑ feet ❑ meters ❑ above or [] below the HAG. E5. Zone AO only: if no flood depth number is available is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or cermmunity4ssued BFE) or Zone AO must sign here. The statements in Sections A, A and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E) and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used in Items G8. and G9. G1- ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here If attachments FEMA Form 81 -31, February 2006 , Replaces all previous editions Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: INSP- 119135 Permit Number: RC -3 -08-433 Inspection Date: July 10, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Survey Final Owner: LUND, KENNETH Work Classification: Addition Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Contractor: OWNER Building Department Comments ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY 12/09/08 REVISION FOR SLAB AND COLUMNS / Inspector Comments Passed A& Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 July 10, 2009 Page 1 of 1 NJO Pa e , 1 of 2 This property described as-. - z 9 �OG,�7TC -EJ.c7 i�i�6� � Lots 17 and 18, Block 82 < r MIAMI STORES SECTION NO. 3 , `f' arm °'�'� a I V according to the Plat I L} W thereof, as recorded in ,�j / ,3 Plat Book 10, Page 37 T p of the Public Records of � _ Dade County, Florida. t� 7� r? r tl vd a ' ,_ Note: Underground encroachments lj a 7 '� FY. and utilities, if any, not W located. Fence ownership by r b r o ,��,�� � visual means only, legal � /om.�o • >e � 3 - _ ownership not determined. �p °x mot' NOTE: PROPOSED SEPTIC TANK AND DRAINFIELD AND EEISTTNG: z SEPTIC TANK LOCATIONS BASED UPON PLANS PROVIDED BY NESTOR J. CIFUENTES, ' P.E. .FOR LM RESIDENCE PROJECT N0. 2001. at Af iii 1 LL ll ! #ii IAI N411 Fi S7tZAAC 5V •• NOTE. . L. F. ELEV. _ / denotes lowest a habitable floor elevation.. �g * Elevations shown refer to N.G.V.D. 1929. - C� �r L /,UG ? , n` _� •_ Ti t: t rf ' Lowest' A jacent Grade Elev — O 7 tfa• 7/�' G1�7fJ L�ose� i /® B.M. # 8- ELEV. - B•7� D /�I : L3P1G> s '� COUNTY) A ,qp Garage Elev, ° 7l !�'% seT ra emr` d f Q Q O �. VA.4f 8 8 M1 ## E.R.P. 9 • /r ' Alm /�tf r (iio X1 1& d w Him j . 3 .. r ` K,.,:. ! ,.k PROPERTY OF: - .. - 1001 N.E. 96th Street, Miami Shores, A BOUNDARY Florida. 33138 - j r 3d 7i SURVEY , 1 . Unless it bears the signature and � vev LANNE S and G A R C 1 A 1 N C. the original original raised seat of a Florida I hereby certify that the survey repre- L . B . 2 0 9 8 — BEALE SMITH #3238 licensed surveyor and mapper this rented hereon meets the minim+tm ENGINEERS - LAND SURVEYORS - LAND PLANNERS drawing, sketch. plat or map is for technical standards set forth b# the Board FRANCISCO F. FAJARDO #4767 s informational purses only and is of Lan C �� m Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 N Q not valid. on Fla Statist are no ` easements .. on the other than as ? s eto. R _ (305) 666 -79t?9 (951) 523 -8fi&3 rtr " I nd r Z , U �, 'DATE ALE _ SC DRAWN Y 1 r _ W B URWG. NO /k2k/e r - S -? 3 --5 -08 Elevations added. -08 4 -22 -08 Proposed Septic Tank and Drainfield and Existing 10 - - "Recertified" ames, Certified To and Flood Information 159610 Septic Tank -w/ Elev. and Surveyors Note added. 10_zg_p and ender" added. e rror�s .avo�o 211345 �? r • a i ' %CE WITH ALL FEDERAL i CY RULES AND REGULATIONS i r- .- n...— ..�.,�.....� Page 2 •af 2 Lcg eed of &ryev Abbrmdat3orls A Mc Distance A/C Air Cowhllaang Pad RCR Broward Cwgdy Records BLOC 841.11 R Rad, t r iC) ' CakWaleO CB Coldi Darin CL Chas C/L Cellar um Cos Comets Bloch Stnxtive Cis Clxad Distance RAIL 114d, r CONC Comets DE waenage E•atenand R nigh ni way ENC Eeeroaclernot ETP Electric Trantlasrrin Pad FO round rit rut iiydsanl SEC Sect n FIP Fond Im Pip FAR Found Isar Rod (ai) Measured NGYD Motional Geodetic SCR Scrr ned Yerircal Daiwo Oil 0-h" ORB Mist Returds Boom OUL Oveilnad Utility Lines • P Plat SIP Set r an Pipe P111 PISIVOc a PC Point a Curvet.. PCC Point of Compound Curve PO Page SINK Side rack Pit. Plawly Law POD PPannt cA fti ring PM Point Qf Comnnnee I PRC Pant M never se UE . Curvature Eat. Went UP U1441 Pole itW Wow ortolan -1 A Central Angle PT Point of Tangency WM wat. , Mtter T Tang" LUE LAS 11441111. Em nnnt AE Anchor Easennnt ols olt"t � tl3i3tl�ai ,a All Clear and/or encroactma —ds shown hereon are of apparent nature. Fence ownership by visual means. l-egal'own of ferms not determined. 6) The issue of this survey is only for the exclusive and specific use of those persons, parties or institutions shown In the . „ certification.. Any other Intended use will rewire written approval from the certifying surveyor or firm. 1 V4 c) Code restrictions and title search are not reflected on this survey. o . d) Underground bites and eniroa.�,hfrlents, If any, not located. . v e) The flood Information shown her(= does not Imply that the referenced property will or will not be free from flooding or damage and does not create liability orf the part of the firm, any officer or employee thereof, for any damage that "d results from relianco on said Infoi mation. e o - nio lands depicted hereon were :surveyed per the legal description and no claims as to ownerships or matters of title - are made or Implied. ..u) :'fait survey is not to be relied upon for construction. � r� • , • A t13• • 4t4 ,COMM lty Number. 120652 +rAeOWMurtnbedMap : 12025CO093: tl �5ufffx• t7 • F,1,R tJI. Index Date: 7-17-95 Base Elevation: Not Available Bearings, If any shownbased on (reference) • t`�RTfF DTOA • . api tle Services Company- Attorneys'. Title insurance. Fund, Inc,; ' eT h »d r a a Land :a Pope Nq a � As4oc g ; iV " 'auu+�ae�oss °ems / • e:si Ls, as their interests-, appe8��. Sri tit `. • Kenneth and :1aFttIPERTYOF: Al l nd .. 10 N . E . 96th Street, Miami shores, Florida R wow w UMW nor Soutirm An 3313 tt� oRmleu► Rataso aseL rar ,Leatu► LtCggSf4ttI Ylt,fORrWpitAPFgR Q► •�CU_____MAU. SURVEY r• S CANNES AND GARCIA, INC. I lacelry CMIIlY put Die urvey paeeed ,U a T ray 1 are L.B. # 2098 ItUr -rocs In eluptor flaff s Ploslda 0o ArlrandedeDw code giant to sseDon Surveyors - Mappers -Land Planners C 417 x.s y Fla. staltrtss. Tham are no encroach FRANCISCO F . FAJARDO #4 767 t imirds, ovs l"M essstaents appsaling on ;B a�" S14T'i`H 52 1 the Plat, outer MM ss Out" hueto . • ' Office Address: 359 Alclizar Ave, Coral Gables, FL 11134 (305 668 -n'909 (954) 523.6683 1' d. FIELD DATE 1 SCALE DRAWN BY DRAWING No FKUr6.8iAiVgIFeRANDpAp "e. �a�' 159610 10l 29--'04 "Dame" revised and "Lender" added. /j44 j11345 :` : 10-1047 Recertified, Certified To and Names reviseid'. . 6. As per Florida Existing Code 707.5.1 " An engineering evaluation and analysis that establishes the structural adequacy 9 � of the altered structure shall be prepared by a registered architect or engineer and submitted to the building code official, `V\ where more than 30% of the total sum of floor and roof areas of Pr\ ' the buildin are involved in structural alteration " /. , . 1� C4,A CMP ,v t • �� rae ��C�eS �� na� (Y' Miami Shores Village MAR 12 2300 r �Ivow kppdf Building Department BY: _ U- ::___..__ 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit.No. 165 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building F g Owner's Name (Fee Simple Titleholder � �1 �r�+ Phone # / t ' 2- 70 r ) 7Y � Owner's Address City , r, s� �c State F Zip /�' Tenant/Ussee Name Phone # Job Address (where the work is being done) / /UC City Miami Shores Village County Mir -Dade Zip FOLIO / PARCEL # �`f �� ®�'� -3 Is Building Historically Designated YES NO Contractor's Compan_ _ - = Phone, #, Contractor's Address City -_ State_ - - - Qualifier Name _ -- - �- -w �� Phone State Certificate or Registration N Certificate of Competency No. Architect/Engineer's Name (if applicable) �✓ r Phone # e -5- Value of Work For this Permit $ �,T_ Square / Linear Footage Of Work / Type of Work: Addition // ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: xxxxxxxxxxxxxxxxFxxa�xxnxxxxxxxxxaeaxxxxxx Submittal Fee $ Permit Fee $ 50 0 � CCF $ CO /C Notary $ Training/Education Fee $ - 00 Technology Fee $ 1 Scanning $ Radon $ �/ ` ( � DPBR $ Zoning $ Bond •� 22 Code Enforcement $ Double Fee $ Structural Review. $ � O Total Fee Now Due $ See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address city State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY 'BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced. As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10107) promise in good jazin znua u (,uyy u arac , ..... ....... . _..._. _ _._...._.._...._..._... . ,. . wa cv arac ycra� /a whose property is subject to attachment. Also, a certified co of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after e the permit is issued In the absence of such posted notice the inspection will not �be a �ro and a s ction fee e charged. j( Signature ° S Owner or Agent Contractor The foregoing instrument was acknowledged before me this it The foregoing instrument was acknowledged before me this day of 1 , 20 by j'a.r aJeb D day of _to , 20 , by / �l'j who is personally known to me or who has produced w is personally k nown to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: tr OF FLORIDA Sign: , a Print G'2 . ° ;;',� par Print: i" p Y ®r� My Commission Expires: BONDED, sauar�: RRpp {� 13, 2012 My Commission Expires: lu mflena WPM ,:,, :,: ��rrnnvaco,rxc C()MMMon #DD685086 ExP 2011 APPLICATION APPROVED BY: , ,. *xaminer gopnID'r� Eneineer PERMIT# CONTRACTOR: Ho 1O°• NFL i- SUBMITTAL DATE: RESUBMITAL DATES: t4g, g6qst 4% PROJECT TYPE: 6 opl� ZONING FIRE e r� ,,i Y � � �e. +lz jok STR &CTURAL IMPACT FEES ELECTRICAL HRS /DE RM P L V v NOC 4� Ci- ME CHANICAL BLDG � 1 VILLAGE OF MMMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE: 3 ADDRESS: ® © / �' C f''f `��� / F , /�1�1ry+i `�rP�j � /S Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initi 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initia 3. 1 have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure me is the minim code, Initial y - O 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial AK 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial f� Was acknowledged before me this /l day of 20,9,5 By ��e!? / _ ��/� who was personally known to me or who has Produced ther icense r as identification. NOTARY PUBU(• STA OF � } "'ORIDA ,NNJb, Mlena PRP ` td !Commis # 01 � w,0�IINt��' \laC MW 1 OWNER N AR $ \211Ut 146 - - - - -- Miami Shores Village - Building Department 06," 0 T O 1 0050 N.E.2nd Avenue, Miami Shores,. Florida 33138 , e Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Pearmit'No. MAD PERMIT APPLICATION Master Permit No. ff ..� C:4 0( FBC 2404 Permit Type (circle): Building Rooflmz, Owner's Name (Fee Simple Titleholder) A xMC A /Ulu y Phone # Owner's Address 15-0 8- &Z kc Off" f I �9 cit _L�� `Rem Stag Fe zip l ,53 Tenant/Lessee Name Phone # Job Address (where the work is being done) f 6 0 l AY e ��4 5' .`, City Miami Shores Village County Miami -Dade. Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Toe Il/ Phone # c lse1 - Contractor's Address :3340 W 2.c) City ►� �s(2 _��t'D� State — _ - F- L.. Zip Y Qualifier Name \ 00gC &=Am I t.t c 2 Phone # `_; ra S -- 9 8 6 4>R S ) State Certificate or Registration No. CS- _49-C IS 1 ?4 aSft Certificate of Competency No. Architect/Engineer's N `' ® ler ~ofd Phone # Value '.; run S uare / Linear Footag Of Work: q g Type r Addition ❑Alteration E]New El Repa /Repla a ❑Demolition Descr► ork: We i C e k g (O , :;W t C&. S ® -e ( - a alp O Submittal Fee $ Permit Fee $ "'"° CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Doable Fee $ Structural Review. $ 6 ® `Ift " � •� t � d � "' =� t � � =' Total Fee Now Due $ • �j0 �.� 0. See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing, information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will,, he delivered to the person ' whose property is subject to attachment. Also, a certified copy of the recorded notice of commencer�nt must be posted at the job site for the first inspection which occurs seven (7) #Vs after the building permit is ,issued In the absence of such posted notice, the inspection will no be 9pproved and a reinspe fee will be charged. Signature - Signature Owner or Agent Contractor The foregoing instnument was ackno ledg b me this C 3 The foregoing instrument was acknowledged before me this Lot day of i3 t , 20 b ' L day of A0105 , 20 &, by S Alk , who is rso 1 known to me ho has produced A- who is personally known to me or who has produced ' As identification and who did take an oath. �L�7 b as identification and who did take an oath. NOTARY PUBLIC: �t ""� mms R. STEMV NOTARY PUBLIC: * * My COM11MON # 00664723 EXPIRES: flay 4, 2011 ftaTnM8iWNWyUM= Sin b ® - ��SS�� Print: 0�1 CYPS�' /�. �'�- Print: = `•s� 4 �.�e�N �° My Commission Expires: My Commission Expires::ae,�� APPLICATION APPROVED BY: 2���1>ff� Z/Q C Plans Examiner Engineer Zoning (Revised 07110107) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ?� Phone: (305)795 -2204 Fax: (305)756 -8972 RE OR Inspection Pat— (W 12008 Permit Type: Residential Construction Inspector: , 104 "J Inspection Type: Footing Owner: LUND, KENNETH Work Classification: Addition Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN CORP Phone: (954)560 -4398 Building Department Comments ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, August 7, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village Hb b 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 fffl, 717 3 Inspection Date: 0811JJ2008 bus Permit Type: Residential Construction Inspector: . Inspection Type: Foundation Owner: L ND, KENNETH Work Classification: Addition Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 it , Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN COR Phone: (954)660.4398 BuIlding Department Comments ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY Inspector Comments Passed cc (gr L Z- OF Failed E:I_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, August 7, 2008 Page 1 of 2 G lr Inspection Worksheet Miami Shores Village b 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 - r l -_ 1. Inspection Date: 11/25/2008 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Tile In Progress Owner: LUND, KENNETH Work Classification: Roof - New Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: r; e. ot: Contractor: JOCY CONSTRUCTION & DESIGN COR t 560-4398 Building Department Comments NEW CONCRETE TILE ROOF ON WEST SIDE OF NEW ADDITION ATLANTIS SHAKE & SLATE CONCRETE g ROOF TILE Inspector Comments Passed cc Failed EJ_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, November 24, 2008 Page 1 of 2 M d - ,' Inspection Worksheet «. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 4 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 1111912008 Permit Type Roof Inspector: Rodriguez, Jorge Inspection Type: , Owner: LUND, KENNETH Work Classification: R oo � f - New Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN CORP Phone: (954)560 -4398 Building Department Comments NEW CONCRETE TILE ROOF ON WEST SIDE OF NEW ADDITION ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE Inspector Comments ' Passed � � ` Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, November 18, 2008 Page 2 of 2 r r i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Qrj Inspection Date: 11/14/2008 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Roofing Owner: LUND, KENNETH Work Classification Roof - New Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN COR Phone: (954)560 -4398 Building Department Comments NEW CONCRETE TILE ROOF ON WEST SIDE OF NEW ADDITION ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE 'I'll � �' Inspector Comments Passed REACH INSPECTION -10 i jd l�f -off Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- ins,.action fee is paid. Thursday, November 13, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 G_ Inspection Date: 11/20/2008 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Water Service Owner: LUND, KENNETH Work Classification: Addition /Alteration Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: NOVO & SONS, INC Phone: (305)444 -7177 Building Department Comments PLUMBING FOR NEW CONSTRUCTION In a mments Passed EO/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, November 19, 2008 Page 1 of 2 Inspection Worksheet H.. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 1112712008 Permit Type: Electrical - Residential Inspector: Devaney Michael Inspection Type: Underground Rough Owner: LUND, KENNETH Work Classification: Addition /Alteration Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: MESA BROTHERS INC Phone: (305)345 -1974 Building Department Comments ro Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 86332.2nd FLOOR PARTIAL ROUGH 11/08/08 MD Failed NEED DETAIL ON ACCESS PANEL FOR JACUZZI MOTORS NO CABLE WITHIN 1/4" OFSTUDS BOX FILL. KICK PLATES Correction Needed Re- Inspection / � � Fee ($75 No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, November 26, 2008 Page 2 of 2 r November 25, 2008 Miami shores Bldg Department 389 NE 99th St Miami Shores, FL 33138 Attn: Norman Bruhn Building Director Dear Mr. Bruhn: As a way of introduction, my name is Hugo Mijares and I am the architect of record for Mr. Lund who is conducting a remodel of his residence located at 1001 NE 9e street in the village of Miami Shores (permit RLO8-433). In response to your Departments electrical inspector's request for a detail on how we are going to access the pump on the Jacuzzi which is being installed in the LUND residence master bathroom ,please see the attached drawings on the access panel which we are planning on installing in the enclosed shower structure adjacent to the jacuzzi tub. Basically it is a prefab panel and latch with anti - corroding mechanism and we will put a 24 "x24" marble the on top of this panel with waterproof caulking. Should you have any questions regarding this clarification, please contact me directly at the following number 78 59 -1143 Beol F V bo J nc i ed ap isba ON SIGN & BUILD onedbmiami.com ONE DESIGN + BUILD LLC. " 3936 1/101 RUB AYE &M i WILK MW P+70 6601676 F + 766 IMM DYE DE = + N0 U.D. ° ND PART OF 966 RAN BAY BE REPRODUCED ROR RAY W MUM BE B09.T A MIN 70 IM R" iBMW Y9DT7El1 0 0 POMM OF Tiff MPYW CM DRAWING: JACUZZI TUB MAINTANENCE ACCESS PANEL FROM SHOWER DOOR N GYPSUM BOARD: 5/8" WATER RESISTANT PANEL WIDTH (W): 24" PANEL LENGHT (L): 24" LATCH; concealed touch —latch ° DOOR: Aluminum extrusion, non — corrosive hardware,safety bead against to which surrounding surface can be finished. ° FRAME: Recessec aluminum extrusion. HINGE: concealed non — corroding 2 point pin hinge. FINISH: Frame mill finish. GASKET: Self— adhesive draft seal enclosed. FRAMING: fRAME OPENING TO WIDTH LENGHT PLUS MINIMUM OF 1 ". INATALLATION: PASS BAUCOPLUS DOOR WITH FRAME THRU OPENING 24 1/4" AND LAY ALUMINUM FRAME ONTO WALLBOARD EDGE AROUND OPENING. U PLACE FASTENERES THRU BOARD INTO ALUMINUM FRAME. FRAME SERVES AS BEAD. BAUCOPLUS FRAME, SHEETROCK PROUD OF SHEETROCK COMMENTS: DATE: TO RECEIVE MUD SET IN N MARBLE WITH CAULKING 11/24/08 AND ACCESS PANEL STICKER SCALE: N.T.S. e Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL xoa' Phone: (305)795 -2204 Fax: (305)756 -8972 '.: Inspection Date: 1112612008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Roof Trusses Owner: LUND, KENNETH Work Classification: Addition Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN COR Phone: (954)560 -4398 Building Department Comments ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY "I Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 77606. Provide approved truss plans Provide tie beam and column inspection Failed Provide tie -in survey 0144 CC Correction (U /AA4ASS a Needed Re- Inspection die Fee r o`� ($75 No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, November 25, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 a W,. Inspection Date: 11/26/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Wire Lathe Owner: LUND, KENNETH Work Classification: Addition Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN CORP Phone: (954)560 -4398 Building Department Comments ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY ®( ®� Ito Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, November 26, 2008 Page 2 of 2 g Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL a Phone: (305)795 -2204 Fax: (305)756 -8972 pm !; Inspection Date: 11/2612008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Tie Beam Owner: LUND, KENNETH Work Classification: Addition Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN CORP Phone: (954)560 -4398 Building Department Comments ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY Inspector Comments Passed cc Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, November 25, 2008 Page 2 of 2 RAFAEL E. DROZ SEDA P. E. STRUCTURAL AM TBRESHOLD INSPECTIONS LICENCES 39228 & 843 9130 CRESCENT DRIVE, MULWAR, FL. 33025 REINFORCED MASONRY CERTIFICATION Date To Whom It May Concern: ]rte. Address 1 e % P ermit . 3 - Dear Sirs. I Rafael E. Daroz -Sect P . c er if ed to the ban of our knowledge and belief an after g a via w inspection of the ' Unit Masonry Systems at dse above addfass boiMin& This it on includes all of ' component$, such as reinforced c elK vertical and boriza jois t rears steel for r b ssociated Lie �� ' 811 a b, tie: c�ol� � !� p etc. If addhioa 1 inftmnadm is req *cd plea contwt at my (305) 962 -7452 Sincerely RAFAEL E. ZSA P.E. G Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 y � Inspection Date: 11/26/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Columns Owner: LUND, KENNETH Work Classification Addition Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN COR Phone: (954)560 -4398 Building Department Comments ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS W e ®a� A SECONDARY Inspector Comments Passed cc >l Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, November 25, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 `xro .' NSsSi;� ill i'F, do :a F Inspection Date: 11112/2008 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Tile In Progress Owner: LUND, KENNETH Work Classification: Roof - New Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN CORP Phone: (954)560.4398 Building Department Comments NEW CONCRETE TILE ROOF ON WEST SIDE OF NEW ADDITION ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE X10 Inspector Comments Passed Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, November 10, 2008 Page 2 of 2 Inspection Worksheet nir Miami Shores Village y 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 .. ... 5 eE.,. Inspection Date: 1111212008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: LUND, KENNETH Work Classification: Addition Job Adaress: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN CORP Phone: (954)560 -4398 Building Department Comments ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY Inspector Comments Passed El partial inspection 4 /I Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, November 10, 2008 Page 2 of 2 , Inspection Worksheet Miami Shores Village oto 10050 N.E. 2nd Avenue Miami Shores, FL s433 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10127/2008 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Hot Mop Owner: LUND, KENNETH Work Classification: Roof - New Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN CORP Phone: (954)560-0398 BuIlding Department Comments NEW CONCRETE TILE ROOF ON WEST SIDE OF NEW ADDITION ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE Inspector Comments Passed cc P Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, October 24, 2008 Page 2 of 2 r@ &OR Inspection Worksheet f` Miami Shores Village F� r <ee oo»a ' ' 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ...:...:... .......:....... Inspection Date: 10/30/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Roof Sheathing Owner: LUND, KENNETH Work Classification: Addition Job Address: 1001 96 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN CO RP Phone: (954)560 -4398 Building Department Comments ADDITION OF SECOND FLOOR AND3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY Cb Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, October 29, 2008 Page 1 of 2 j@ &: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 : :. : .::::.:..:.:. :::::.; ... .....:......::: ..:.. . Inspection Date: 10/30/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Tie Beam Owner: LUND, KENNETH Work Classification: Addition Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN CO RP Phone: (954)560 -4398 Building Department Comments ADDITION OF SECOND FLOOR AND3 EXPANSION FORWARD REAR OF,HW AS WELL AS A SECONDARY Inspector Comments Passed Faiied Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, October 29, 2008 Page 1 of 2 Inspection Worksheet - < Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 :.....: : : :...:... {� ilia :: y�. :' •. '•�� •: Rtii :�: •. ........:: �. .. .. •:•::$:}:):::: i:% �i:•:: i::':::::::::: I;::::: i::::: .:::.:::;::. : :: %: :: %4:{v:O::i:: ii:::::•::: i:: i::$$:: i:: i::::: : :t: :i: :: : %ii: ::i:$i::: >. % ; :: :: ::iii: :: :: :$: :i: :: ::� •. Inspection Date: 10 /29/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Tie Beam Owner: LUND, KENNETH Work Classification: Addition Job Address: 1001 96 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN CORP Phone: (954)560 -4398 Building Department Comments ADDITION OF SECOND FLOOR AND3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY ® ® ®® Inspector Comments � Passed � � Pn.ou<<c� �. I �. ��- ��a,v.. �ka_ � n Failed '1 4 Correction Needed Re- Inspection �— Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, October 28, 2008 Page 2 of 2 inspection Worksheet VI Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL AIC 0 �� Phone: (305)795 -2204 Fax: (305)756 -8972 4m .......... ................ .................... ............................................................ .............................................................. ........... .................. . ... . .................. ............................................... ............................... :. :.....::.::. . .. .. . ......................................................................................................................................... .. .................. ................. ( tt Inspection Date: 11/05/2008 Permit Type: Plumbing - Residential Inspector: Levrock James Inspection Type: Rough Owner: LUND, KENNETH Work Classification: Addition /Alteration Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: NOVO & SONS, INC Phone: (305)444 -7177 Building Department Comments PLUMBING FOR NEW CONSTRUCTION In ctor Comments Passed �e Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- Inspection fee is paid . Tuesday, November 4, 2008 Page 2 of 2 Inspection Worksheet .... .�..M Miami Shores Village k .. 10054 N.E 2nd Avenue Miami Shores, FL Phone: ( )795 -2204 Fax: (305)756897'2 Inspection pate: 1110512008 Inspector. Perez, JanPierre Permit Type: Mechanical - Residential Owner: LUND, KENNETH Inspection Type Rough Job Address: 1001 Street NE Work Classification: Addition /Alteration Miami Shores, FL M38- Phone Number � (7 14 )721 -2270 Project: eNONE> Parcel Number 1132060143740 Block: Lot: Contractor: JIM ARCE SERVICE Phone: 305 - 262 -3589 BuIldhig Department Comments NEW INSTALLATION OF 4 TON UNIT v� l Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled unVI Winspection fee is paid. Wednesday, November 5, 2008 Page 1 of 2 E0 /T0 39Vd 1d3Q gala tNniN3AV 6b6899b506 33 :60 8003/L0/TT Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 v E �� Inspection Date: 11/10/2008 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Water Service Owner: LUND, KENNETH Work Classification: Addition /Alteration Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: NOVO & SONS, INC Phone: (305)4" -7177 BuIlding Department Comments PLUMBING FOR NEW CONSTRUCTION 2. 2 ®0� sp is Passed Ed cc Failed E� Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, November 7, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village, 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 33 4 . M-5- Mm i4ij W ��0011 W"I kl Inspection Date: 11110/2008 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Top Out Owner: LUND, KENNETH Work Classification: Addition /Alteration Job Address: 100196 Street NE a Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: NOVO & SONS, INC Phone: (305)444 -7177 Building Department Comments PLUMBING FOR NEW CONSTRUCTION NOV 1 2 2000 s or omments Passed E4 Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, November 7, 2008 Page 2 of 2 �• r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �Rt?EtV Phone: (305)795 -2204 Fax: (305)756 -8972 ..ems. ... Inspect�.,n Date: 11/07/2008 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Underground Rough Owner: LUND, KENNETH Work Classification: Addition /Alteration Job Address: 1001 96 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: MESA BROTHERS INC Phone: (305)345 -1974 Buildina De artment Comments NOV 1 2000 Inspector Comments Passed 2nd FLOOR PARTIAL ROUGH pe Failed Correction Ile Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, November 6, 2008 Page 2 of 2 • Inspection Worksheet Miami Shores Village L 10050 N.E. 2nd Avenue Miami Shores, FL " Phone: (305)795 -2204 Fax: (305)756 -8972 yy r: Inspection Date: January 08, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Insulation Owner: LUND, KENNETH Work Classification: Addition Job Address: 1001 NE 96 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Contractor: JOCY CONSTRUCTION & DESIGN COR Phone: (954)560 -4398 Building Department Comments Inspector Comments Passed cc l / Failed ❑ d Correction e4 I-e Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid Wednesday, January 7, 2009 Page 1 of 1 --------------------------------------- - - - - --- _---------- - - - - -- ................................. ----­------------ ........................................................................ ........................................... . ..... . .................................. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 1 4 , Phone: (305)795-2204 Fax: (305)766-8972 -------------­- 0 R IS Inspection Date: January 1% 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: LUND, KENNETH Work Classification: Addition Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721-2270 Parcel Number 1132060143740 Project: <NONE> Contractor: JOCY CONSTRUCTION & DESIGN CORP Phone: (954)660-4398 B uilding Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-1 02235. CREATED AS REINSPECTION FOR INSP-1 01534. CREATED AS REINSPECTION FOR INSP-99840. CREATED AS REINSPECTION FOR INSP-77612. partial Failed El inspection ALL previous required inspections must be approved. truss,column,beam,electdc,plumb,mech,windows doors ALL previous required inspections must be approved. Correction NB Needed NB not ready NB PARTIAL 2 bath only. JR Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. Monday, January 5, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village L a i 10050 N.E. 2nd Avenue Miami Shores, FL FOR Phone: (305)795 7 2204 Fax: (305)756 -8972 "' KIP" Inspection Date: December 30, 2008 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final. Owner: LUND, KENNETH Work Classification: Addition /Alteration Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Contractor: MESA BROTHERS INC Phone: (305)345 -1974 Building Department Comments Zp®r Inspector Comments Passed cc Failed EJ_ Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, December 29, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village ,e 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NOW a Y= Inspection Date: December 30, 2008 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: LUND, KENNETH Work Classification Addition /Alteration Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Contractor: MESA BROTHERS INC Phone: (305)345 -1974 Building Department Comments DEC 3 12008 Inspector Comments Passed ❑ CREATED AS REINSPECTION FOR INSPA91933. CC Failed A-1 X 22 Correction Needed �'� E� Re- Inspection *®r 1��� Fee X"' No Additional Inspections can be scheduled until re- inspection fee is paid. � G� Monday, December 29, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 0R Phone: (305)795 -2204 Fax: (305)756- 8972 h Inspection Date: December 31, 2008 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Rough Owner: LUND, KENNETH Work Classification: Addition /Alteration Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Contractor: MESA BROTHERS INC Phone: (305)345 -1974 Building Department Comments Inspector Comments Passed cc Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, December 30, 2008 Page 1 of 1 Inspection Worksheet I mob Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL flR Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: December 17, 2008 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: W. W. Owner: LUND, KENNETH Work Classification: Addition /Alteration Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: MESA BROTHERS INC Phone: (305)345 -1974 Building Department Comments Inspector Comments Passed cc Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, December 16, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village ,.� 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 "w k . r- ��� , Inspection Date: December 16, 2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Framing Owner: LUND, KENNETH Work Classification: Addition Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN COR Phone: (954)560 -4398 Building Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 101534. CREATED AS REINSPECTION FOR INSP - 99840. CREATED AS REINSPECTION FOR INSP- 77612. partial inspection ALL previous required inspections must be approved. Failed truss,column,beam,electric, plumb,mech,windows doors ALL previous required inspections must be approved. NB Correction NB Needed ❑ not ready NB PARTIAL TA ,6,-L V ktTP Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, December 15, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village L o y 10050 N.E. 2nd Avenue Miami Shores, FL °"° Phone: (305)795 -2204 Fax: (305)756 -8972 a= m1o. WE Inspection Date: December 15, 2008 Permit Type: Residential Construction Inspector: S, Mike Inspection Type: Floor Sheathing Owner: LUND, KENNETH Work Classification: Addition Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN COR Phone: (954)560 -4398 Building Department Comments Inspector Comments Passed Failed E1_ Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, December 11, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 v Inspection Date: December 09, 2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Window Door Attachment Owner: LUND, KENNETH Work Classification: Addition Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN COR Phone: (954)560 -4398 Building Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, December 9, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (30.6)796 -2204 Fax: (305)756 -8972 E 'T Inspection Date: December 10 2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Ins Type: Framing Owner: LUND, KENNETH Work Classification: Addition Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN COR Phone: (954)560 -4398 Buildi Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 99840.:CREATED AS REINSPECTION FOR INSP 77612. partial inspection ALL previous required inspections must be approved. Failed truss,column,beam,electric, plumb,mech,windows doors B not ready NB Correction Needed •�-- Re- Inspection 0 Fee uw Je, yl e No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, December 9, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village Nn �� 10050 N.E. 2nd Avenue Miami Shores, FL tQR► Phone: (305)795 -2204 Fax: (305)756 -8972 will n g..,. Inspection Date: 12/05/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: LUND, KENNETH Work Classification: Addition Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN COR Phone: (954)560 -4398 Building Department Comments ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 77612. partial inspection ALL previous required inspections must be approved. truss, column, beam, electric, plumb,mech,windows doors NB Failed Alb 7- 1?44OKr Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, December 3, 2008 Page 1 of 2 R' Inspection Worksheet +� Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ♦�Ld�146� Phone: (305)795 -2204 Fax: (305)756 -8972 • ���% •'. �. • .....:.. ::::.. ::. :::::: iff::J f:: ii::::::::::::;: 1f::::: i}::::::::::':'::::::::: v: 4 : Gi: i::::::::::::::::::::::: i:: i:::::::::::::: ff::: v: i%':. ti' eis: ifi:: : :: :: :: ::: :: :::: :' :' :' :i:: :' ::: �.: Inspection Date: 12/08/2008 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Rough Owner: LUND, KENNETH Work Classification: Addition /Alteration Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JIM ARCE SERVICE Phone: 305 - 262 -3589 Building Department Comments NEW INSTALLATION OF 4 TON UNIT DEC 0 9 2008 U (� Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 86700. cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, December 4, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (306)796-2204 Fax: (305)756-8972K . .. M ill I . M -141I.I....... Inspection Date: December 08, 2008 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Top Out Owner: LUND, KENNETH Work Classification: Addition/Alteration Job Address: 1001 96 Street NE Miami Shores, FL 33138- Phone Number (714)721-2270 Parcel Number 1132060143740 Project: <NONE> Block Lot: Contractor: NOVO & SONS, INC Phone: (305)444-7177 Building Department Comments Inspector Comments Passed 0 Failed Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid . Friday, December 5, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL mus,a� Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/08/2008 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Rough Duct Owner: LUND KENNETH Work Classification: Addition /Alteration Job Address: 1001 96 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JM ARCE SERVICE Phone: 305 - 262 -3589 Building Department Comments NEW INSTALLATION OF 4 TON UNIT Inspector Comments Passed ® cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until ' re- inspection fee is paid . Thursday, December 4, 2008 Page 2 of 2 M i AW Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL � Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: December 22, 2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Truss Insp Owner: LUND, KENNETH Work Classification Addition Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN COR Phone: (954)560 -4398 Building Department Comments Inspector Comments Passed � c ,� � Aw,vo.. AAA< 9C 6,t, J0 Failed bv Correction Needed a Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, December 18, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village J* 10050 N.E. 2nd Avenue Miami Shores, FL R Phone: (306)795-2204 Fax: (305)756-8972 W I'M= Inspection Date: December 23, 2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Truss Insp Owner: LUND, KENNETH Work Classification: Addition Job Address: 1001 Street Miami Shores, FL 33138- Phone Number (714)721-2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & .D ESIGN CORP Phone: (964)660-4398 B uilding Department Comments TO Inspector Comments Passed cc Failed �J Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. Monday, December 22, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 u : s :,. Inspection Date: 10/20/2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Window and Door Buck Owner: LUND, KENNETH Work Classification: Addition Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION $ DESIGN COR Phone: (954)560 -4398 Building Department Comments ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY 1 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 77609. Not Ready cc /Alit P,� " Failed I/ ,�ir� , Correction Needed El Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, October 17, 2008 Page 1 of 2 10K Inspe ction p ction Worksheet Miami Shores Village x 10050 N.E. 2nd Avenue Miami Shores FL n "mss: ........... Phone: (305)795 -2204 Fax: (305)756 -8972 Its Inspection Date: 1011512008 Permit Type Residential Construction Inspector: Bruhn, Norman Inspection Type: Window and Door Buck Owner: LUND, KENNETH Work Classification: Addition Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN CO RP Phone: (954)560 -4398 Building Department Comments ADDITION OF SECOND FLOOR AND3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS 6 ® ® � A SECONDARY Inspector Comments Passed :f Failed fL� ® /v�►.� i &e4 64 2e c ent dle® Correction `( Needed � Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, October 14, 2008 Page 1 of 2 Inspection Worksheet e Miami Shores Village } t 10050 N.E. 2nd Avenue Miami Shores, FL J Phone: (305)795 -2204 Fax: (305)756 -8972 L �. : :..:... <. ::. Inspection Date: 1011512008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Roof Trusses Owner: LUND, KENNETH Work Classification: Addition Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN COR Phone: (954)560 -4398 Building Department Comments ADDITION OF SECOND FLOOR AND FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY Inspector Comments Passed a Failed ZZI it 7T'. 'Afr. Correction ®/�clvcf` f, s'vAv j° Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, October 14, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village t x <as o?aro� � 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/15/2008 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type Tin Cap Owner: LUND, KENNETH Work Classification: Roof - New Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> A Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN CO RP Phone: (954)560 -4398 Building Department Comments NEW CONCRETE TILE ROOF ON WEST SIDE OF NEW infraction Passed Comments ADDITION ATLANTIS SHAKE& SLATE CONCRETE TIN CAP SPACEING True ROOF TILE ®® Inspector Comments Passed CREATED AS REINSPECTION FOR INSP 96888. CREATED AS REINSPECTION FOR INSP - 87338. CC NO PERMIT. JMR Failed cc FLASHING ON WEST CABLE NOT PER CODE. JR 10/09/08 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, October 15, 2008 Page 1 of 2 ° Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 1010912008 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Tin Cap Owner: LUND, KENNETH Work Classification Roof - New Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN COR Phone: (954)560 -4398 Building Department Comments NEW CONCRETE TILE ROOF ON WEST SIDE OF NEW Infractfo Passed Comments ADDITION ATLANTIS SHAKE & SLATE CONCRETE TIN CAP SPACEING False ROOF TILE OCT ® 9 2pop Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 87338. CC NO PERMIT. JMR cc Failed A�S�f � er&-) l' T <� C Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, October 8, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village qn laMai 10050 N.E. 2nd AvTnue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 IM Inspection Date: 08/28/2008 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Underground Rough Owner: LUND, KENNETH Work Classification: Addition /Alteration Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: NOVO & SONS, INC Phone: (305)444 -7177 BuIlding Department Comments PLUMBING FOR NEW CONSTRUCTION ® o 1 p or Comments Passed Failed E:1_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, August 27, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village & 10050 N.E. 2nd Avenue Miami Shores, FL . . . . . . . . . . Phone: (306)795-2204 Fax: (305)766-8972 Inspection Date: 09/03/2008 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Slab Owner: LUND, KENNETH Work Classification: Addition Job Address: 1001 96 Street NE Miami Shores, FL 33138- Phone Number (714)721-2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN CORP Phone: (954)660-4398 Building Department Comments ADDITION OF SECOND FLOOR AND3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS ASECONDARY V Inspector Comments Passed :Fp 0 7 1L V'I> A-&I-Z Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Wednesday, September 3, 2008 Page 2 of 2 inspection Worksheet Miami Shores Village 10030 N.E. 2nd Avenue Miami Shores, FL fia'• Phone: {305}795 -2204 Fax: (306)756 -8972 • .•. M is :: .5... • :' ::. : •:: �.} ... :: $::i::$;i:• iii:•} is4;•i:::::::•.•: C: v:: v:•:.• :.•.•:•i:•:•: {•:•:•.•::•::::::: i:•:: i.• i:•.• i::: iiiv: i:•:•}: 4:}:•:• i.•.•:•:• i:• isi :•i:•.•i:•.•:•i:•i:•i:•:4.•:n . • :. ..... M .. v . Inspection Date: 09/15/2008 Permit Type: Residential Construction Inspector: Dacquista, David Inspection Type: Spot Survey Owner: LUND, KENNETH Work Classification: Addition Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN CO RP Phone: (954)560 -4398 Building Department Comments ADDITION OF SECOND FLOOR AND3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL AS A SECONDARY Inspector Comments Passed Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, September 15, 2008 Page 1 of 2 ORE W4ami SLreJ I)i I m9 g 6 a 10050 N.E. SECOND AVE. 0 MIAMI SHORES FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR APR. DEVELOPMENT ORDER File Number: PZ-1-08-200863 Property Address: 1001 NE 90 Street Applicant: Kenneth Lund ("ner) Address: 1508 Bay Road #NO29 Miami Beach FL 33139 Agent: Hugo Mijares, Address: 3436 N Miami Ave Suite 1 Miami FL 33127 Whereas, the applicant Kenneth'; und (Owner) has filed an application or site plan review before the Planning Board on the above property. The applicant so i ght approval as follows: Special Approvals, S6 c. 600: Sec. 523. Site plan approval, Fin, t and second story addition and fence in front yard. Whereas, a public hearing was held on February 28, 2008 and the Board;; after having considered the application and after hearing testimony and reviewing he evidence entered, finds: 1. The application WO made in a manner consistent with the r uirements of the Land Development Code of Miami Shores Village. 2. The conditions on tie property and the representations made t the hearing merit consideration and are consistent with the requirements of the Land Development Code The Board requires that all ftuthOr development of the property shall be rfo rm ed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant shall secure DE" and HRS approval for the septic syste prior to the issuance of a village building permit. 2) Applicant to utilize only roofing material that is approved by the buili ling official. 3) Applicant to obtain all required building permits before beginning wq rk. 4) Applicant to meet all applicable code provisions at the time of permit : 1 49- Page I of 2 PZ-1-08-200863 5) This zoning permit will lapse and become invalid unless the worg for which it was approved is started within one (1) year of the signing of the evelopment order by the board chair, or if the work authorized by it is pended or abandoned for a period of at least one (1) year. Additionally, the applicant must; satisfy all applicable Miami Shores V. lage Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy Of the development order to the Building L ept. The application with conditions was passed and adopted this 28 day of F bruary 2008 by the Planning Board as follows:; i Mr. Abramitis YES Mr. Ulmer YES Mr. Reese YES Mr. Sastre YES Chairman Fernandez NO Date d M. Fernandelf Planning Hoard 1 i i r i i. i I i t 4 l Page 2 of 2 PZ- 1- 08- 200863 DEVELOPMENT ORDER File Number: PZ -1 -08- 200863 Property Address: 1001 NE 96 Street Applicant: Kenneth Lund (Owner) Address: 1508 Bay Road #NO29 Miami Beach FL 33139 Agent: Hugo Mijares Address: 3436 N Miami Ave Suite 1 Miami FL 33127 Whereas, the applicant Kenneth Lund (Owner) has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special Approvals, Sec. 600: Sec. 523. Site plan approval, First and second story addition and fence in front yard. Whereas, a public hearing was held on February 28, 2008 and the Board, after having considered the application and after hearing testimony and reviewing . the evidence entered, fords: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant shall secure DERM and HRS approval for the septic system prior to the issuance of a village building permit. 2) Applicant to utilize only roofing material that is approved by the building official. 3) Applicant to obtain all required building permits before beginning work. 4) Applicant to meet all applicable code provisions at the time of permitting. Page 1 of 2 PZ -1 -08- 200863 5) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 28 day of February 2008 by the Planning Board as follows: Mr. Abramitis YES Mr. Ulmer YES Mr. Reese YES Mr. Sastre YES Chairman Fernandez NO Date Richard M. Fernandez Chairman, Planning Board Page 2 of 2 PZ -1 -08- 200863 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To KENNETH LUND Invoice Number: RC-8 -08 -32671 100196 Street NE Invoice Date: August 20, 2008 MIAMI SHORES, FL 33138 Permit Number: RC- 3- 08-433 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 YW .' Date Fee Name Fee Type Fee Amount 09/09/2008 Plan Review Fee (Engineer) Calculated $60.00 11/18/2008 Plan Review Fee (Engineer) Calculated $60.00 11/26/2008 Revision Fee Calculated $75.00 11/05/2008 Plan Review Fee (Engineer) Calculated $60.00 08/20/2008 Plan Review Fee (Engineer) Calculated $60.00 Total Fees Due: $315.00 Payments Date Pay Type Check Number Amount Paid Change 11/26/2008 Check 1289 $315.00 $0.00 Total Paid: $315.00 Total Due: $0.00 Wednesday, November 26, 2008 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 eturn to: Miami Shores Village Invoice Number: RC -12 -08 -33358 10050 N.E. 2nd Avenue Invoice Date: December 03, 2008 Miami Shores, FL 33138 -0000 Permit Number: RC-3 -08-433 Bond Number: 1722 BIII To IDescription of Work: KENNETH LUND ADDITION OF SECOND FLOOR AND 3 FEET EXPANSION FORWARD REAR OF HOUSE AS WELL 100196 Street NE AS A SECONDARY MIAMI SHORES, FL 33138 12109108 REVISION FOR SLAB AND COLUMNS CA OR ,. I N x s� Date Fee Name Fee Type Fee Amount 12/09/2008 Scanning Fee Calculated $9.00 12/09/2008 Revision Fee Calculated $75.00 12/0312008 Plan Review Fee (Engineer) Calculated $60.00 Total Fees Due: $144.00 E 0 9 PAID! USG CC)® r t�7 J 7 s' }t� r is ^; 'EE nc.�nrr l n I ". Y LIi iL�tJ lj/-1 111 �=I�YtIC�F 3�if�13 rtiT ._N Tuesday, December 9, 2008 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 eturn to: Miami Shores Village Invoice Number: EL -12-08 -33529 10050 N.E. 2nd Avenue Invoice Date: December 19, 2008 Miami Shores, FL 33138 -0000 Permit Number: EL -6-08 -1036 Bond Number: Bill To IDescription of Work: KENNETH LUND ELECTRICAL WORK FOR ADDITION 100196 Street NE 12/10/08 REVISION FOR ADDITIONAL INSTALATION MIAMI SHORES, FL 33138 & WORK as 5 Date Fee Name Fee Type Fee Amount 12/19/2008 Scanning Fee ' Calculated $12.00 12/19/2008 Revision Fee Calculated $175.00 Total Fees Due: $187.00 21: PAI CC 2 Friday, December 19, 2008 r sa Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 y �� k s r " Phone: (305)795 -2204 , r Expiration:111 1 r.�a• � :oar° -kr Project Address Parcel Number Applicant 1001 NE 96 Street 1132060143740 Miami Shores, FL 33138- Block: Lot KENNETH LUND Owner Information Address Phone Cell KENNETH LUND 1001 NE 96 Street (714)721 -2270 MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 150,00 HOME OWNER Total Sq Feet 1065 Approved: Yes Available Inspections: Comments: BOARD APPROVED A/C NEXT TO EXISTING UNITS NOT INCREASING NONCONFORMITY Inspection Typ e: Date Approved: 3/13/2008: Yes Termite Letter Date Denied: Drywall Screw Type of Construction: SECOND FLOOR Occupancy: Single Family Window and Door Bu ck Stories: Exterior. Fill Cells Columns Front Setback: Rear Setback: Stem wall Footer Left Setback: Right Setback: slab Bedrooms: Bathrooms: RaCe Beam Final Building Plans Submitted: Certificate Status: Floor Trusses Certificate Date: Additional Info: Second Floor Slab Bond Return : Classification: Residential spot survey Trusses Plan Submittal Fees Due Amount Total ( Amt Paid Amt Due Shutter Final Bond Type - Owners Bond $300.00 Tie Beam Bond Beam CCF $90.00 $ 5,098.41 $ 5,098.41 $ 0.00 Second Floo Tie Bond Beam CO /CC Fee $150.00 DBPR Surcharge $5.33 Payment T Credit Card wall Sheathing Ym Type: Education Surcharge $30.00 Roof Trusses Permit Fee - Additions/Alterations $4,500.00 Shutter Attachment Plan Review Fee (Engineer) $60.00 Framing Plan Review Fee (Engineer) $60.00 Radon Surcharge $5,33 Wire Lathe Scanning Fee $30.00 Window Door Attachment Submittal Fee ($250.00) Footing Technology Fee $117.75 Roof Shea thing Total: $5,098.41 Final PE Certification Density Insulation In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated June 25, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, June 25, 2008 1 Miami Shores Village . Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 6- g-3 3 (IZO'K Job Name 1.&NO Date 111•l $ STRUCTURAL CRITIQUE SHEET Q Shah cj r4w t n w �ZrLtsf es) `»ws / be 1 �hd rah "roveal aar " LayQ�¢- ay,� taesr'gn In�e� be -/Ii e .-iec.h l � e- G t at- &rnjdh e e. r- - ajC ,brief ..S"g!:�4 m i �4 al ino P;rc e1®lel, y e&h . Miami Shores Villa .Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. gc 08 3 Job Name x,11/1 A . Date 9VV 41 V 1 l t,s !o a` mLP STRUCTURAL CRITIQUE SHEET -_ 0 0; i-O'e yi e-w aj1e- do h-ae°lg Gt PSsPGIn Cglzolo )i ro . �Z i Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; 4 �Z DATE: ' ,Contractor l7 ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: a a( 9 E � 6 • �J� Q From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Bui g DepE ent to c tinue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #; DATE: &:I.`ontractor o Owner o Architect 1 � Picked up 2 sets of plans and (other) l �� Fd✓ I CQy c.G t� Address: �' 7� 1 c' �vrc' e From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: F Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; K , _' OU ` 6 - 4l3 DATE: 0V );Zo 0 Contractor ❑ Owner Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building De t o c ue permitting process. Acknowled by: PERMIT CLEARK INITIAL: L01A- • RESUBMITTED DATE: 1 1 PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 -NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; pc/ y n6 4 &D DATE: a 1()K ❑ Contractor Owner' ❑ Are it ct IMilk ..— Picked 2 set 4 Other) • Address: i 0Ol W'-� O 6 7 - From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitt' rocess. Acknowledged by: • J PERMIT CLEARK INITIAL: RESUBMITTED DATE: 1 PERMIT CLEARK INITIAL: ¢c of G co�� 'cautc, �c(cj Seems q's�c• Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No � 3 3 Job Name 44e rtd Date a' /7 wt v5 Q l STRUCTURAL CRITIQUE SHEET Lb (fin 061, 7 S - wl �v�1 rs � e 1�vr� 60 Cwaiacb�ln 6 W41) 2 le- " a i-t ? /�f 'r/70 wG7 Od , 1�11i9 SZ, l8 ` �}�t - )y - -- 08/21/2008 11:00 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 0 001 TX REPORT TRANSMISSION OR TX /RX NO 2470 RECIPIENT ADDRESS DESTINATION ID ST. TIME 08/21 10:58 TIME USE 02'15 PAGES SENT 1 RESULT OK 12/17/2008 19:36 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Q001 Exe��xexc&skxcs&skkxeN&sk��sx &k TX REPORT xc�s �E�xeXa��kxcsk�kaexexeska��xexcxe�skxe TRANSMISSION OK TX /RX NO 2932 RECIPIENT ADDRESS 93057707996 DESTINATION ID ST. TIME 12/17 19:35 TIME USE 00'25 PAGES SENT 1 RESULT OK 5YAO R ��Q• y o n BUILDING' AND ZONING DEPARTMENT t o FRL IpG.;t p H.C. SECOND AVENUE MIAMI SHORES. FLORIDA 33I38.23Z2 TELEPHpeE f30St 795.220 FAX C305I 756 =8972 FACSIMILE TRANSMITTAL FROM: Michael- >A. Devaney Sr. PHONE # 945 -4700 DATE: �G FAX # 945 -0422 TO: F.P.& L. N.E. service ctr. FAX # RE: 505 - 7707996 Work with inspection O:K. MESSA GE: - _._AddrA�G �G�C'/ 1,.�� �� °r-` NUMBER OF PAGES: (INCLUDING THIS PAGE) ORIGINAL DOCUMENT(S) TO FOLLOW VIA: ( } REGULAR MAIL { ) EXPRESS MAIL {X ) ORIGINAL DOCUMENT WILL NOT FOLLOW (ONLY IF REQUESTED) PLEASE CONTACT OUR OFFICE IF ALL PAGES ARE NOT RECEIVED. J a 5�x�c. 4q WW ll� Miami Shores Village M1 py Building Department 10050 N.E. 2 Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 08433 Job Name: Addition for Lund Residence • March 21, 2008 Page 1 of 2 Building Critique Sheet V/6 1. Provide Design statement on plans to be as per Florida Building S Code 2004 and its 2005 Supplement and ASCE 7 -02. Note on Sheet A -2.3 shows design as per the 1997 Standard Building Code for 100 mph wind load. This is conflicting with the structural plans. Provide current Product Approvals for all windows and doors as required by FRC 4410.4 including the Product Approval Comparison Chart. Product Approvals are to be reviewed and approved by the Designer of record. "'60� Address comments from Structural and Electrical reviewer. 4. Provide Design Pressures for all new openings on plans as required by FRC 4410.2.3.1.4 5. Submit permit applications from the Electrical, Mechanical, Plumbing; `Septic Tank, Roofing and Pile Contractors. A -Demolition permit will also be required to be submitted on a 6. As per Florida Existing Code 707.5.1 " An engineering evaluation and analysis that establishes the structural adeauacv of the altered structure shall be prepared by a registered architect or engineer and submitted to the building code official, where more than 30% of the total sum of floor and roof areas f � o the building are involved in structural alteration" r f 7. Note 6 on Sheet A -2.1 calls for wood structural panels to be used as part of the hurricane protection system. Wood panels are not allowed to be used as part of the impact protection of a building the High Velocity Hurricane Zone. Remove note from plans. n - i indow and doors buck details on sheet A -9.2 & 9.3 are to show the type, size and spacing of the fasteners used for the at of the bucks to the structure. 9. Plans must be submitted to DERM, HRS for review and proval and to Miami -Dade County Planning & Zoning for payment of impact fees. _'3 10.Provide Special Inspectors form, signed and sealed by the Engineer performing the Engineered Unit Masonry Inspections, Trusses and Pilings. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305- 795 -2204 �o 04.01.2008 response to comments - to: Miami Shores Vi Building Department from: One D +B can ho es g ng partm p:305- 7$52204 p: 786.3644675 V � W (fir ��' f: 786.7351659 4 e: onedbmiamiggmaii.com Permit No: RC- 08- 433 Job April 01, 20 B Addition for Lund Residence 1'tlCtLo e ",( } 6 411 Wf Ito (46 S'6rm ci Response to Building Critique Sheet Un1 IBS C(�yY'� • 1. A Design statement has been added too Sheets A -2.1, A -2.2 and A -2.3 stating : as per Florida Building Code 2004 and its 2005 Supplement and ASCE 7 -02. We also changed note 100 mph to 146 mph. 2. We are providing Product Approvals for all windows and doors, Comparison Chart reviewed and approved by designer. 3. Comments from Structural and Electrical have been addressed by the Consultants. 4. Design Pressures had been added to Architectural drawings. 5. By Contractor. 6. Included. 7. Note 6 on Sheet A -2.1 has been removed. 8. Window and Doors buck details on sheet A -9.2 & A -9.3 now show the type,size and spacing of the fasteners used. 9. Awaiting approval in order to submit to DERM, HRS and Planningfzoning. 10.lncluded. Response to Structural Critique Sheet 1. New Sheet A-0.0 showing darker letters. 2. Comment addressed in Building Comments 1. Sincerely, H Mij es Pri ipal one design +build,ilc. P +786- 364 -4675 f+ 786 - 7351659 m+ onedbmiami@gmaii.com w+ onedbmiami.com 3436 north Miami ave suite 1 miami, Forida 33127 JOSE LUIS GUZMAN, P.E. 16581 S.W. 64 TH TERR. Miami, FL 33193 Ph: (305) 3874591 jguzmanaiba @aoi.com MEMORANDUM TO: CITY OF MIAMI SHORE BUILDING DEPARTMENT ATTENTION: STRUCTURAL PLANS REVIEWER PROJECT: Ken Lund addWon, Permit No. 084133 REFERENCE: RESPONSE TO COMMENTS 3118/ 2008 FROM: JOSE LUIS GUZMAN, P.E. DATE: March 27, 2008 COPIES: ARCH., FILE PAGE 1 OF 1 MESSAGE In response to your review comments for the project referenced above, we offer the following comments and responses (the numbers correspond to the number on the critique sheet): 1) The Architect was advise about this comment and will provide new sheets A -0.4 and A-1.2. 2) The Architect was advised about this comment and will provide revised sheet A-2.3 with FBC 2004, and wind velocity 146 mph. 3) A copy of soil report will be provided by the Architect. 4) See revised note about soil statement in S-1, we are showing the sheet where it is found. 5) We are providing special inspector form, for trusses, masonry, and piling. lvixaxxxx �xxvx c� v xa xa,c Bu bepartmtnt 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (303) 795 2204 Fax: (305) 756.8972 Permit No. - Job Name l» 11NV Date 11� TRUCTURA L CRITIi.)UE SHEET V 94 Lee i F C - o p* A wt-d-- W—lAd V lectl Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 Job Name ELECTRICAL CRITIQUE SHEET 46%r3 .P-/7.5 e2 '.eve --, r 0 Miami Shores Village Building Department 10050 -NE 2 Ave, Miami Shores, A 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; DATE: o Contractor n Owner rl/A.rchitect Picked up 2 sets of plans and (other) Z s�,S MW ftTr '� Address: D Q From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged b �f g Y�. t PERMIT CLEARK INITIAL: RESUBMITTED DATE: i PERMIT CLEARK INITIAL: Planning and Zon'Ing Criteria Miami Shores Village Permit No. RC-3-08-433 10050 N.E. 2nd Avenue . ...... . ........ .......................... ............... ...... .... ..... . . . . . . . . . . . . . . ........ ........ ....... . ... .......... ....... ... . ........ a Miami Shores, FL 33138-= .......... .. ...... Phone: (305)795-2204 Fax: (305)756-8972 N Issue Date: Not Issued Expires:Not Issued .............. I Folio Number) 132060143740 ...................................................................................................................................................................................................................................................................... Owner's Name: KENNETH LUND Owner's Phone: (714)721 -2270 Job Address: 1001 96 Street NE Total Square Feet: 1065 Miami Shores, FL 33138- Total Job Valuation $ 250,000.00 ................. . ........ 11 .. . ........ .. . ............ ......... ..... . . . .............................. . . . ................................................................................... . ..... - — ------- - - ----- Contractor(s) Phone Primary Contractor HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 3/13/2008: Yes Comments: BOARD APPROVED A/C NEXT TO EXISTING UNITS NOT INCREASING NONCONFORMITY Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. of " 4 3 3 Job Name yA Date /1 /1 ; STRUCTURAL CRITIQUE SHEET OYi Ski .9 --1, 2- c!r•e 1pe; I J d AD a 7r,, 4, f �� `'eGt of . CA ,�- o' r,16 f1�a �- re e SGi- - 2.3 11% c des Bast s 4tj I +� FO c - z. oa- a and w1m of y e ! a c t'A = m Si b Ob 8 ©4-e ' ke- V / S� �' _ 1 cif ` ,v 14 5 7 re A r,vz 'ef'er eyhep- e. d . t v . Miami Shores Village , g Building Department g p ent 10050 .NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #: U V � DATE: I, Vt/� o Contractor Owner ❑ Architect Picked up 2 sets of plans and (other) s Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Dep ent to ontinue pe ing process. IN Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: i PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shares, FI 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; Cj DATE: A I, er ��.✓ ❑ Contractor Owner ❑ Architect Picked up 2 sets of plans and oth Address: 100 N91 o [(, s4 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building t to c ti e - i process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: �t✓' PERMIT CLEARK INITIAL: Inspection Worksheet 4 0 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)796-2204 Fax: (305)756-8972 .................... -- ---- ...................... .... . .............................. --_--_---­-------------- ................................................................... . ............................ . ........................ . ......................... ZIPS. Inspection Date: January 14, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Drywall Screw Owner: LUND, KENNETH Work Classification: Addition Job Address: 1001 NE 96 Street NE Miami Shores, FL 33138- Phone Number (714)721-2270 Parcel Number 1132060143740 Project: <NONE> Contractor: JOCY CONSTRUCTION & DESIGN CORP Phone: (954)560-4398 B uilding Department Comments Inspector Comments Passed ��� Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 13, 2009 Page 1 of 1 Miami. Shores Village N Building Department 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (30 7 VW * E 972 BUILDING JU Permit No. PERMIT APPLICATION ter Permit No FBC 2004 Permit Type (circle): Building E -e E -� Owner's Name (Fee Simple Titleholder) � r Ie t ? Z ,441) Phone # l Owner's Address IS e 6a,,A 0 O Z City & AM c State zip Tenand GC Lessee Name 0 0 1 lY� �o PCone # 2 2 � f k - orel ) Job Address (where the work is being done) N e� i76 City Miami Shores Village County Miami -Dade Zip -- 3 - 3130 , FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name JON �� �7 S i v�C` l� �l Phone # Contractor's Address pre "r b City o rA c5 r State 1. zip 7 7 Qualifier Name 5U A- ou (,-� (fi r, Z- } 1 AI V - 67r Phone # ?5 yf A State Certificate or Registration No. CC (3 2 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Pe *t$ $ t0 D Square / Linear Footage Of Work: .,C .5 F T Type of Work: Addition []Alteration Xew ❑ Repair/Replace ❑ Demolition m Work: tlo Submittal Fee $ Permit Fee $ - CCF $ 4- CO/ Notary $ S • TrAning/Education Fee $ Technology Fee $ ` Scanning $ t Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $� . Double Fee $_ Structural Review. $ Total Fee Now Due $ ' See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) 0 Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perfort6d to meet the standards of all laws regulating,, construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING;; SIGNS,', WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIRCONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR', PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must:, promise in goad faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the jab site'' for the first inspection which occurs seven (71f days after the building permit is issued. In the absence of such posted notice, the' inspection will not be qpPoved and a reins n fee will be charged R Signature Signature J ` Owner or Agent Contractor The foregoing instrument was owledg fore a this The'foi''egoing instrument was acknowledged before me this I day of ' 2 by day of u ,20 o9 , b • `1 11 wh is personally known to me or who has produces who is personally known to me or who has produced ��1 ♦ a3 As identification and wan oath. as identification and who did take all oath. N TARY PUBLIC: �`� , �� 9 �, NOTARY 'PUBLIC: Amaidei Cads ,° • My con�mi�tion DOTE ®� 4 Sign: �~� `� Sign• �' FOR ,y.aieg yy Print ®�'° ' W4 Print: m G ®°• Ace &- My Commission Expires:' r `�.,. My Commission Expires: �V APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) rwx k Miami Shores Village 10050 N.E. 2nd Avenue s �� "� �" t �` .x • Miami Shores, FL 33138-0000 f � Phone: (305)795 -2204 Expiration:) 1 Project Address Parcel Number Applicant 1001 NE 96 Street 1132060143740 KENNETH LUND Miami Shores, FL 33138- Block: Lot Owner IMormation Address Phone Cell KENNETH LUND 1001 NE 96 Street (714)721 -2270 ()_ MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 8,0 JOCY CONSTRUCTION 8: DESIGN CO (954)560 -4398 Total Sq Feet: 1500 Type of Work: Re Roof Available Inspections: Additional Info: NEW ADDITION Inspection Type: Classification: Residential Final Roof Hot Mop Tile In Progress Tin Cap Up Lift Report Nailing Affidavit Fees Due Amount Total Amt Paid Amt Due CCF $4.80 Education Surcharge $1.80 $ 305.28 $ 305.28 $ �-00 Notary Fee $5.00 Permit Fee - New Roof $275.00 Payment Type: Credit Card Scanning Fee $12.00 Technology Fee $8,88 Total: $305.28 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable taws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 25, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, June 25, 2008 1 Miami shores Village g Building Department 10050 .NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #; �t� `f 0 � 6 DATE: I, r rna V1 -e.3 oPCantractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) 1 R( A 1141 SIWEL API !Y 3 O Address: 00 1 6' S 141 ,A M t SY7�61­ From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Dep ent to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: i PERMIT CLEARK INITIAL: Miami Shores Village Building Department AVmue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. j /O 4 Job Name Date l� 4 BUILDING CRITIQUE SHEET r « v 4--1 x. r�� Reviewer: Claudio Grande C.B.O 305 -795 -2204 Ext 1430 .� ° Inspection Worksheet (Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NO Inspection Date: 1111912008 Permit Type: R oof Inspector: Rodriguez, Jorge InspectioType: e Owner: LIJN® KENNETIi Work Classification: Roof - New Job Address: 100196 Street NE Miami Shores, FL 33138- Phone Number (714)721 -2270 Project: <N®NE> Parcel Number 1132060143740 Block: Lot: Contractor: JOCY CONSTRUCTION & DESIGN COR Phone: (954)560 -4398 Building Department Comments NEW CONCRETE TILE ROOF ON WEST SIDE OF NEW tnfractio Passed Comments ADDITION ATLANTIS SHAKE & SLATE CONCRETE TIN CAP SPACEING True ROOF TILE Inspector Comments Passed t 1 Failed . Correction Needed Re- Inspection Fee 0 (75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, November 18, 2008 Page 1 of 2 • iW • • . r �•. r. •• • _ _ fold of - sections and levels, rlea�qy Identify dimensions of elevated pressure zoned and bastion of parapets. 10Wff f6ff a Porlmater . Width (Al "Corn or size (al x a"): i ■■eMME ■E■ ■■ ■ ■■ ■■eM■M ■■ bill■■ t■ M ■■ ■eie■ ■ ■e■ ■■■eM■■e ■e■e■ee■e■! ■■■ iie■■■ eei■ e■ iOOii■■■ iO■ e■ ■ Mi ■ ■i ■ ■ ■ ■ ■Oieee ■ ■ ■ ■ ■ ■ ■E ■ ■ ■ ■ ■ ■ ■ ■ O■ iOOi ■ ■ ■ ■ ■ ■OM ■ ■ ■O ■ i ■MMOMO ■ ■ ■ ■eOMO ■iee ■ ■ ■m ■O ■ ■ ■ ■ ■e ■eiM ■ ■ ■ ■ ■■■ OM■ ■■■■■ e■ ■MN ■EeMEOO■ ■ ■E ■ ■ ■ ■ ■EEE ■ONO ■ ■ ■ ■ ■ ■M ■ ■ ■ ■+ ■ eee■■■■ eMi■■■ E■■■■■■■ Ee■■■ eeE�r ■■ee■eEMM■ ■eM■■■■■ee ■■MMe ■■■ iM■■■■ MN■E■ EMMMMM■■ OMEN ■ O!M■■■ I■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� EN■E■E■■■■■E ■ ■!!1 ■EEs Mis ■ ■n Jet! 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Fa4tener 7yge & Spaerrg: Adhosive•T)t . At C • o lu, . Mean Roof He'raf►t: �43' Type �-:�ize o rlp ;K't �ci tr, HIGH-VELOCITY HURRICANE ZONES FlerWa Sulfaing Code,-EdWorf 104 HI Afod� -HMrfi=0:ZQA8- Pkf icStIm form. 2o 2008 Section E (Till I atf -For -Kowent bas #& sy-Aentsy eltoost either Method I or 1. Cowpaftd the-values :f o r r M,.wMh - the valuesIrom -Mj..jf.theM( vAluft are' ater (Wm ar•equd to theft values -,.for is:acce*ble, Method I "NommU Rudd Tfle Woulatlow •Per RAS 121' (P,-.-Lj7 ,4_V,%DA.t$ = -22.8 Product Approval K too, 4 x 2, O's (I = -3 1 -5 Mi 7. cl I ­F4, Product Approval M, 51 M;: ,C l - 1, Product Approval K_5J."4- L_ Mgthty& 2 TlIeCalaldg 41, Par TWA -MOW ktqtCyrecITi4omaittof*R"Istance(M,Y Product Approval M,_ _A ftfeaea Roofflefght --I*- Roof'Staps " 20 4 . 2A27 4.4 36.5 58,2 al 42-9 361.0 344 30.9 4112 "A *42 304 44 6:12 26;d "28;0 '214 3R.$ 12. 712 :24 eT 269 271 282 .30 *M be use ews it oned b? 1be . d Browar4l County -Board 0,111fts ftd.Ao" For Uplift hasod We systems use-Mettoil - valnes fbr.VJf th.pAr. vAirkes - AqUid , 16. the Fr. •alues, for itn4 a rea of ther.roof,;-then. Product Approval F' Fa-_ Product Approv F' -cos.6 1 pf4t_ Product Approval F' SYMbod Vniere - to Rua T* j Z - ?itonitlindfHei ht }I (,h. It, Ae�Iyqflmlol*lfipfier, I ProdactA roval P, .I Prod Appq, MI�L ' uct . ppmy Resistance. Mk ProductA rove! (,18 Product A Aver '1'ikdl�i' t l41 Product App roval TilvDitnenslong ImIgib Product Approyal 'A th FLORIDA BUILDING CODE — RESIDENTIAL 44.23 SECTION 84402.13 • HIGH VELOCITY HURRICANE ZONES ;.R"RED OWNERS NOTIFICATION FO> R(.�OFNC®NSDRATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the,ponteat of these ction. The provisions of Section R4402 govern the minimum requiromplind ItatoardS of the tnctrshlor roofing system installations. Additionally, the following items sjottid�ehddrested apart o$ the agreement-between the owner ant the contractor. The owner's initial in the desig?rated sWe inVoites•that the item has been explained. 1• FIL Aesthetics -Wort %m ldp; tb;ovtTkmAaship provisions of Section R4402 are for the purpose of providing th'atthl r8ets+ s66rneet the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2• tz_ R.enailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the curterit provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. G 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 to be performed. 4. Exposed Ceiling: Exposed open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. j7L- Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof .extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional v e ting which result in extending the service lif of the roof. lot_ 0 ner /Agent s Signature Date ,'Contractor Signature Date S a o: V s o: • • ••• • • • • ••• MIAMI BADE : ; :. • : • : . • • • MIAMI DADE COUNTY, FLORIDA •' : : : : METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE omm (BCCb) 0 0 * • Sao 0 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVLMION MIAMI, FLORIDA 33130 -1563 • • • • • • • : *a • . (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) • . , • 0 0 0 0 • :' ' • Monier Lifetile, LLC .. .. . ....... 200 Story Road Lake Wales, FL 33898 SCOPE: This NOA is ring issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals. (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #02- 1211.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. 9 f NOA No.: 07- 1023.12 o , Expiration Date: 12n6112 Approval Date: IV13107 Page 1 of 7 .• .. . . . .. .• • . . . . • . . . . . • • ••• . . . . ..• e • •• • • • • ROOFING ASSEMBLY APPROVAL :: • • 0 0 0 Category: Roofing 00 00 0 Sub- Category: Flat Profile Rodffi g TIMS ::::: • •. Material: Concrete • • • • • • • •• • • • • • ••• •• 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Boca Raton, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions SSmelfications Description Monier Lifetile 1 -16" TAS 112 Flat, interlocking, high pressure extruded Atlantis Shake and w =10" concrete shake and slate roof tile equipped Slate Tile 1' /V thick with two nail holes. For direct deck, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. 94-084 PA 101 (Mortar Set) May 1994 (Adhesive Set) The Center for Applied 25- 7094 -2 Static Uplift Testing Oct. 1994 Engineering, Inc. . PA 102 (4" Headlap, Nails, Direct Deck, New Construction) The Center for Applied 25-7094-8 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Battens) The Center for Applied 25- 7094 -5 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) NOA No.:'07= 1023.12 © { Expiration Date: 12/16/12 Approval Date: 12/13107 Page 2 of 7 : . • . . . . • • • ••• • • • • ••• • •• • • • • Test Agency Ted Idedt fies •: . 1W9 ame/Re A Date .... . . .... go The Center for Applied 25 7183 609 • . • Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 • • • t2 Qttilc-PMe Screws, Direct 0 ...... • •• • a)eck) The Center for Applied 25 -7-144 • • • u plift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25- 7214 -1 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik Drive Screw, Direct Deck) The Center for Applied 25- 7214 -5 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (l Quik Drive Screw, Battens) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 (Nail -On) Rand 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 The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 PA 100 Professional Service 224 -47099 Physical Properties Sept. 1994 Industries, Inc. PA 112 Celotex Corporation Testing 520109 -1 Static Uplift Testing Dec. 1998 Service 520111 -4 PA 101 March 1999 520191 -1 Walker Engineering, Inc. Calculations Aerodynamic Multiplier October 2007 Walker Engineering, Inc. Calculations Moment of Gravity August 2007 Walker Engineering, Inc. Calculations 25 -7094 February 1996 Walker Engineering, Inc. Calculations 25-7496 April 1996 Walker Engineering, Inc. Calculations 25-7584 December 257804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Calculations 25 -7183 March 1995 Walker Engineering, Inc. Calculations Aerodynamic Multipliers April 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Nutting Engineerins TAS -112 13343.1 June 2007 NOA No.: 07- 1023.12 c' Explrafton Date: 12116/12 Approval Date: 12/13/07 Page 3 of 7 • .•..... .•.• . • • •. . . . . • • • • .. • • . . • • . 3. LIMHATIONS .... . . .... . . ...... . • 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tilrapitlioattow, IrIta#t9fig1d test shall be performed in accordance with RAS 106. ' . ;' ; ::: •' ' • 3.3 Applicant shall retain the servi- df 4lVlira3&11dgrG0vA6 Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `X. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed. section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight-W (Ibf) Length -1(ft) Width -w (ft) Monier Lifetile Atlantis Shake & 8.5 1.33 0.833 Slate Tile Table 2: Aerod ynamic Multipliers -1 Tile x (ft) (ft ) Profile Batten Application Direct Deck Application Monier Lifetlle Atlantis Shake & Slate Tile I WA 0.208 p. Table 3: Restorin Moments due to Gravity - M ft-Ib Tile 2":12" 3 31 :12 4":12" 5 :12 6":12" 7 or Profile gr ester Monier Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Lifetile Deck Deck Deck Deck Deck Deck Atlantis WA 6.17 WA 6.11 WA 6.01 WA 5.89 WA 5.75 WA 5.59 Shake & Slate Tile NOA No.: 07- 1023.12 o Y Expiration Date: 1W6/12 Approval Date: 12/13/07 Page 4 of 7 • . e•. . • • •e• . . . . • • e . • .. . . . • • • • .e • • • • • • Table 4: ® AttachmsnCRbdsiance3Sx ress9I ads oment - Mf (ft - Ib � for NOW R •� ems � Tile Fastener Type Direct Deck Direct Deck Battens Profile • •' jn�i'ri - 1l 2' : ( 1W2" :: :: [�J'9"1pf d) : plywood) so : Monier Lifetile 2 -10d Ring Shank Nails 30.9 38.1 WA Atlantis Shake & 1 -10d Smooth or Screw 7.3 9.8 WA Slate Tile Shank Nail 2 -10d Smooth or Screw 14.0 18.8 WA Shank Nails 1 #8 Screw 30.8 3Q.8 WA 2 #8 Screw 51.7 51. WA 1 -10d Smooth or Screw 24.3 WA Shank Nail Field Cli 1 -1 Qd Smooth or Screw 19.0 19.0 WA Shank Nail Eave Cli 2 -10d Smooth or Screw 35.5 35.5 WA Shank Nails Field Cli 2 -10d Smooth or Screw 31.9 31.9 WA Shank Nails Eave Cli Table 5: Attachment Resistance Expressed as a Moment M (ft Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.3 1 See manufactures component app roval for installation requirements. 2 Flexible Products Company Tileliond Average weight per patty 13.9 grams. Polyfoam Product Inc. Average wei ht p patty S g rams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Utetile Atlantis Shake & Slate Tile •Pot Prem 118.9 Po roTM 40.4 3 Large paddy plaoement of 45 grams of Pol ProTM. 4 Medium paddy placement of 24 grams of Pol ProTM. Table 5B: Attachment Resistance Expressed as a Moment - M (ft Ibf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Ser 39.0 NOA No.: 07- 1023.12 Y Expiration Date: 12/16112 Approval Date: 12/13107 Page 5 of 7 s • • • • • • • • • ••• • • • • ••• • •• • • • • • • •• • • • • • • • 5. LABELING ; a 0 0 All tiles shall bear the impridt or identifiable marking of the manufacturer's name or logo, or following statement: "Miami Dade County Product Control Approved". .. . . . .. ... •• •• w • ma • • MONIER LWETILE LLC, ATLANTIS SHARE AND SLATE (BOCA RATON, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERNIIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 1023.12 Expiration Date: 12116112 Approval Date: 12113107 Page 6 of 7 • • . �• • i • i i ••• U E O."4INGS.:: •: �•- �� _.ter' • • •v ••• •• WArERUDMC Vir �Cj''oi, a,,`�1//4 MoNIER LIFETiLE A TLANTIS SHAKE & SLATE CONCRETE Rom TILE END OF THIS ACCEPTANCE NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: IV13/07 Page 7 of 7 imam ins JUN 2 0 2000 �. M I A M NQA(lE MUM -DADE COUNTY, FLO _ METRO -DADE FLAGLER BUIL - --------- ------ --- - BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. D ESCRIPTION: Polystick P, Basik, IR/IRX, TU, TU Plus and MU Underlaymexits LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0424.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Aceb/oo.. NOA No 06- 0505.01 a � Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Roofing Sub- Categor: Underlayment Material: SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick P Roll: ASTM D 1970 A polyethylene top surface, self-adhering, underlayment 75' x 3' SBS polymer modified bituminous sheet 40 mils thick material for use as an underlayment in sloped roof assemblies. Designed as an ice &rain shield. Polystick Basik Roll: ASTM D 1970 A homogeneous, rubberized asphalt underlayment 65'8" x 3'3-/s" waterproofing membrane, glass fiber 60 mils thick reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. Polystick UUM Roll: TAS 103 and A fine granular /sand top surface self - underlayment 65'8" x 3'3 3 / 8 " ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice &rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, underlayment 32'10" x 3'3 3 /$" ASTM D 1970 APP polymer modified, fiberglass or 100 mils thick polyester reinforced, bituminous sheet material for use as an * underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A non- wicking fabric surfaced, self - underlayment 65'8" x 3'3 3 / 8 " ASTM D 1970 adhering, APP polymer modified, (Facer of Membrane 80 mils thick fiberglass reinforced with a high strength Labeled in Orange polyester fabric, bituminous sheet material or Black Ink) for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. Polystick MU Roll: TAS 103 and A non - wicking fabric surfaced, self - underlayment 65'8" x 3'3 3 /$" ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof the underlayment. NOA No 06 -0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 2 of 6 EVIDENCE SUBmrrm: Test Agency Test Identifier Test Name/Reyort Date Exterior Research & Design, LLC #11756.04.01 -1 TAS 103 04/27/01 #11756.08.01 -1 ASTM D 1970 08/14/01 #02202.08.05 TAS 103 08/29/05 PRI Asphalt Technologies PR101111 ASTM D 4977 04/08/02 PUSA - 005 -02 -01 ASTM D 4977 01/31/02 PUSA - 018 -02 -01 ASTM D 2523 07/14/03 PUSA - 035 -02 -01 TAS 103 09/29/06 PUSA - 033 -02 -01 ASTM D 1970 01/12/06 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing:. None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3 - % s" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. In NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 3 of 6 GENERAL LmT ArnoNS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall -be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P and Basik shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IRARX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IRARX is limited to mechanically fastened roof tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: Tile Profile Polystick HUM Polystick MU Pa lystick TU TU Plus Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. 7 Roofing Tiles ¢ (6 Max. Per Stack) w P 6 N � € i i �a t � }c'z �''�a- t,� n $ ` i >� '�° \t. t' '• t r �. NOA No 06-0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 4 of 6 GENERAL LmTrAZ 1`IONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR/IRX, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IWIRX, TU, TU Plus & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Product Control Approved ". BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass 2000 MB Plus trowel grade or other approved premium SBS modified trowel grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6 %4"112 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. a NOA No 06- 0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 Page 5 of 6 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass MB 2000 Plus Trowel Grade Mastic or an approved premium SBS modified trowel grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices.and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREN[ENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE a , NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 6 of 6 ' r f 4 2 �z LU 98 BY-- - ------ - . - - - - -- MIAMI pA[ MIAMI -DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 O C n, ANCE (NOA) h ' °' cal mpany 1 a Ri a Road OP?: g iss ? u der �e applicable rules and regulations governing the use of construction rials e e k ' oa submittad has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami .Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of . the applicable building code. This product is approved as descried herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Tile Bond-Roof Tile Adhesive RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 01- 1011.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 06 r Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 1 of 8 ' r ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: 07320 Roof Tile Adhesive Material: Polyurethane SCOPE: This approves TILE BOND as manufactured by The Dow Chemical Company, as described in this Notice of Acceptance, designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with RAS 127, using TILE -BOND, and where the attachment calculations shall be done as an uplift based system. PRODUCT DESCRIPTION: Manufactured by Product Applicant Dimensions Desc lion Tile -Bond Factory premixed canisters Single component polyurethane foam roof file adhesive Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of TILE -BOND roof tile adhesive. Typical Physical Properties: Pr_ operty Test Results Density ASTM D 1622 1.91 lbs. /ft. Compressive Strength ASTM D 1621 10 PSI @ 10% deflection Tensile Strength ASTM D 1623 17.0 lbf @ l80°F, 65% RH for 90 days, concrete to concrete Water Absorption ASTM D 2842 3.96% absorbed by Volume Moisture Vapor Transmission ASTM E 96 2.67Perm / Inch Dimensional Stability ASTM D 2126 1.0 1 % Volume Change @ - 40 ° C., 2 weeks 10.44 Volume Change @70 °C., 97% Humidity, 2 weeks NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07 /13/06 Page 2 of 8 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. TILE BOND shall solely be used with flat, low, medium, and high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of TILE -BOND roof tile adhesive with their tile assemblies shall test in accordance with RAS 101 with section 10.4 as modified herein. W 5. F = MS INSTALLATION: I. TILE BOND may used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of TILE BOND., 2. TILE BOND shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of TILE BOND shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA 3. TILE BOND roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and The Dow Chemical Company TILE BOND Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by The Dow Chemical Company. 5. Pressure treated wood filler block shall be required on all cave course of all tile profiles, except on two piece barrel tile 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after TILE BOND has been dispensed. 7. TILE BOND placement and minimum patty weight shall be in accordance with the Tlacement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Placement Minimum patty Profile Detail Weight per tile s Flat / Low Profile #1 11.1 Medium Profile #2 11.0 High Profile ( Head) 22.0 High Profile (Nose) #3 11.0 Two Piece Barrel #4 11.6 NOA No.: 06- 0417.02 Expiration Date: 08123/11 Approval Date: 07 /13/06 1 9 Page 3 of 8 LABELING: All TILE BOND containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: Any documentation required by the Building Official or applicable building code in order to properly evaluate the installation of this system EVIDENCE SUBMITTED: Test Agency Test Identifier Test Namne/Renort Date Center for Applied 25- 7512 -1 TAS 101 01/25/96 Engineering 25-7512-2 TAS 101 01/25/96 25- 7512 -3 TAS 101 01/25/96 25- 775124 TAS 101 01/25196 25 -7781 Physical Properties Testing 11/07/96 257794 -2 SSTD 11 -93 10/03/96 South Research Institute 01.8366-014 ASTM E108 -95a February 1997 Walker Engineering, N/A Evaluation of Test on a Two -pad 12/16/97 Inc. System Cclotex Corp. Testing 520111 -1 TAS 101 12/28/98 Services 520111 -2 TAS 101 12/28/98 520111 -3 TAS 101 12/28/98 520111 -4 TAS 101 12/28/98 520111 -7 TAS 101 12/28/98 520111 -8 TAS 101 12/28/98 520111 -12 TAS 101 12128/98 520135 -3 TAS 101 02/01/99 5201354 TAS 101 02/01/99 520135 -5 TAS 101 02/01/99 NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07 /13/06 ;, Page 4 of 8 ADHESIVE PLACEmNT DETAIL LOW (FLAT) PROFILE DETAIL. #1 NOA No.: 06- 0417.02 s Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 5 of 8 MEDIUM PROFILE DETAM #2 NOA No.: 06-0417.02 Expiration Date: 08/23/11 ° Approval Date: 07 /13/06 Page 6 of 8 HIGH PROFILE DETAM #3 ~T NOA No.: 06- 0417.02 Expiration Date: 08123/11 Approval Date: 07/13/06 Page 7 of 8 BARREL PROFILE DETAIL #4 '. ,il ..... END OF THIS ACCEPTANCE NOA No.: 06-0417.02 Expiration Date: 08123/11 Approval Date: 07 /13/06 Page 8 of 8 ,� ®. �r� x Inspection Worksheet .. Miami Shores Vifl 10060 N.E. 2r�d Avenue Miami Shores, FL R Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: December 22, 2008 Perm Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type Final Owner. LUND, KENNETH Work Classificatio Addition /Alteration Job Address: 100196 Street Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel dumber 1132060143740 Project: <NONE> Ewck: Lot: Contractor: MESA BROTHERS 'INC Phone: (305)345 -1974 Building Department Comments EC 2 4 2000 Inspector Comments Passed cc Failed C orrection N eeded - Inspecti ®n / 7�� Fee El I No Addit.onal Inspections can be scheduled until re- inspection fee is paid. Thursday, December 18, 2008 Page 1 of 1 yes Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Expiration: Project Addr Parcel Number Applicant 1001 96 Street 1132060143740 KENNETH LUND Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone cell KENNETH LUND 1001 NE 96 Street (714)721 -2270 ()_ MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone $ 1,000.0 Valuation: MESA BROTHERS INC (305)345 -1974 Total Sq Feet: 0 F Type of Work: ELECTRICAL Available Inspections: Additional Info: LOW VOLTAGE Inspection Type: Classification: Residential undergr Rough Final Meter Box Alteration Relocation Fire Alarm Service Change W. W. Fees Due Amount Total Amt Paid Amt Due CCF $0.60 Education Surcharge $0.20 $ 0.00 $ 0.00 $ 0.00 Permit Fee - Additions/Alterations $150.00 Scanning Fee $3.00 Payment Type: Technology Fee $3.75 Total: $157.55 UPS 34� 2 t'YJ l,•.t F - In considl tion of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining`Mereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In acceptingLtbis permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required f®RELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNEWCA, FFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructkip and zoning. Futhermore, I authorize the above -named contractor to do the work stated. F' December 15, 2008 Authorized Signature: Owner 1 Applicant 1 Contractor / Agent Date Building Department Copy f 7 Monday, December 15, 2008 1 Miami Shores Village' Building Department 10050 N.F.2nd Avenue, Miami Shores, Florida 33138 BY:- ._. „� Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING I Qkla Permit No1 2 Ujoi t PERMIT APPLICATION Master Permit No. 1::!,z FBC 2004 Permit Type: Electrical F; Owner's Name (Fee Simple Titleholder) z Phone # Owner's Address (C3 !? z City ���t�'!� State T� Zip Tenant /Lessee Name Phone # E -MAIL: Job Address (where the work is being done) City Miami Shores Villaee County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name /Wt-m - �o4 C. Phone # 6 S may' Contractor's Address City ,4 State t— Zip C Qualifier Name � ��c3�, Phone # State Certificate or Registration No. CC /3L-0 l5 j Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition / ❑Alteration [9New // El Repair /Replace F] Demolition Describe Work: Lac'% V0 /X L;M eA- r xxxxxrrrxxrxrxxrrxxrr r x r x xxxrr T rrYr r rrF r r x r r rYYxx Y r r r r x Y x x x x r r r r r r r r r Y rxxxrrx Submittal Fee $ Permit Fee $ �`Cy 41 4� CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City __ State — Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good,faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issuedd l & absence of such posted notice, the inspection will not be approved and a reinspectio e will be charged. Signature 1' Sign ­ Owner or Agent Contractor The foregoing instrument was acknn Iedged before me this The foregoing instrument was acknowledged before me this day of C 20 A , by day of 200 8 , by 6o7"' l who is personally known to me who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P LIC: NOTARY PUBLIC: 7 -7- r7- - r `• C. SMDOVAL - Sign: MY COMMISSION # DD 7451gn ecember 30, 2011 Print: f gf Bonded TAru Notary Public Unde I n Sr My Commission Expires: ��3Qr r My Commission Expires: :. YrxrxrrrxrrYxrYrrYYrrrxxxrrrYrxrr:: x: �xrrYrTrrrxrrx:: rrrxrrrYYrrxrY,. rxrrrrxYxTrrrrrxYxxxxxrrxrrrrrxrrrxxxYxrrr APPLICATION APPROVED BY: � Plans Examiner Engineer Zoning (Revised 02 /08/06) -� AIM Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 1 Phone: (305)795 -2204 Expiration:) Pro Address Parcel Number Applicant 1001 NE 96 Street 1132060143740 KENNETH LUND Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell KENNETH LUND 1001 NE 96 Street (714)721 -2270 ()_ MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation• $ 5,000 S SEPTIC CONNECTIONS 305 -661 -6633 Total Sq Feet: 286 Type of Work: PLUMBING Available Inspections: Type of Piping: SEPTIC Inspection Typ Additional Info: DRAINFIELD HRSApproval Bond Retum : Lardscaping Classification: Residential Rough Abandonment Final Fees Due Amount Total Amt Paid Amt Due CCF $3.00 Education Surcharge $1.00 $ 365.75 $ 365.75 $ 0.00 Permit Fee - Additions/Alterations $350.00 Scanning Fee $3.00 Payment Type: Credit Card Technology Fee $5.75 Total: $365.75 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 25, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, June 25, 2008 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. ('C U$ FBC 2004 Permit Ty e: Plumbing Owner's Name (Fee Simple Titleholder) �` ¢ �r ��/ ` Phone # Owner's Address / A; P 7, �� S 7- City /; -ter .S o State T Zip Tenant /Lessee Name Phone # E -MAIL: �LJ,J c /�•.f c Job Address (where the work is being done) (00 / A) S "/ . City j����,��u`Nliami Shores Village County Miami -Dade Zip 3D FOLIO / PARCEL # �. Is Building Historically Designated YES NO - CC O nS n c f Contractor's Company Name Sfi� e.iN:i +� �' 1� i G Cc hy1C 1Phone # � / G rp j - � �> 3 '3 Contractor's Address �} S S-t U _ 14 City M i f 67 MQ r State r2_ Zip ��, A02. Qualifier Name Tk, C �mriln Phone # State Certificate or Registration No. Sst~ S>00 Z kificate of Competency No. E -MAIL: Architect /Engineer's Name (if applicable) rJ � ��'C "�� Phone # 7S 6 " , Value of Work For this Permit $ 4 Square / Linear Footage Of Work: 28 6 Type of Work: ❑Addition ❑Alteration Ee�w ❑ Repair /Replace ❑ Demolition Describe Work: tJ C.,.t; - k - h K N t' "� A©0 i 1 on * xxr�xxxxxxxxxxxxr +xrx +xr�F , rx� xrr +xrxrxxxxxxxxxrrxx *xxrx Submittal Fee $ Permit Fee $ /Zf �7 r ?j CCF $ CO /CC Notary $ Training /Education Fee Technology Fee $ S Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ z/ Structural Review. $ Total Fee Now Due $ -!�4�� �S See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and install ti0rnstoas indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will �ea d. I r�e meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured ki WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fe wil/be charged Signature Signature . Owner or Agent Contractor rr� The foregoing instrurent was acknowledged before me this The foregoing instrument was acknowledged before me this day of ✓aP 20 Q5, by fe i 17`4/"(1 u 4J I day of 200 , by rr•dr•rl who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. r-� ��- as identification and who did take an oath. NOTARY PUBLIC: MORRIS R. STEEMH o�AR� Aga NOTARY PUBLIC: MORRIS R. STEEnEy * * MY COMMISSION 8 DD 665723 r ` "' : `'� EXPIRES: May 4, 2011 * My COMMISSION # DD 661723 �'9rEaK F\. o e ° ` Bonded Thor Budget Notary seNbs EXPIRES: May 4, 2011 Sign: F F -o? Bonded Thru Budget Notary Services <�� /� Sign: Print: 7 6 /,vt5 Print: A D y yt.I X_ My Commission Expires: My Commission Expires: �fi fir APPLICATION APPROVED BY: Plans Examiner r d Engineer Zoning (Revised 02/08/06) PERMIT #: 13 -SG- 915272 APPLICATION #: AP857365 STATE OF FLORIDA DEPARTMENT OF HEALTH DATE PAID: 04/30/2008 ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: $55.00 SYSTEM RECEIPT #: 13 -PID- 1008587 DOCUMENT #: PR740364 CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Kenneth Alexander Lund PROPERTY ADDRESS: 1001 NE 96 St MIAMI, FL 33138 LOT: 17 BLOCK: 18 SUBDIVISION: Miami Shores Sec 3 PROPERTY ID #: 11- 3206 -014 -3740 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, S TATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PR SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD Septic Tank CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps ( ] D [ 286 ] SQUARE FEET Bed confiauration SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [X] STANDARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: [ ] TRENCH [X] BED [ ] N F LOCATION OF BENCHMARK: C/L of NE 96 St/NE 1 O Ave : 9.50 "" NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 12.00][ INCHES FT ][ABOVE BELOW BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 42.00]( INCHES FT ][ABOVE BELOW BENCHMARK /REFERENCE POINT L D FILL REQUIRED: [ 0.00] INCHES EXCAVATION REQUIRED: [ 72.001 INCHES 0 1.- Install 900 gal. category-3 septic tank equipped with an approved filter. 2. -The licensed contractor is responsible for installing the minimum category of tank sec. 64E- 6.013(3)(f). T 3.- Install 286 sf of drainfield in bed configuration. H 4.- Install 42" of slightly limited soil at the bottom of the drainfield. 5.- Perimiter of excavation area shall be at least 2 ft wider and longer than the proposed absorption bed. E 6. -Invert elevation of drainfield to be no less than GVD. R 7. -Bottom of drainfield elevation to be no le an 6.00 NGVD. SPECIFICATIONS BY: Gerard L Ptatilizaire TITLE: APPROVED BY: A TITLE: Engineer Specialist II Dade CHD oseph'R Piverger DATE ISSUED: /, 30/ „.008 EXPIRATION DATE: 11/3012009 DH 4016, 10/97 Previous ditions May Be Used) Page 1 of 3 Miami Shores Village,_,, Building Department =w 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type Plumbing Owner's Name (Fee Simple Titleholder.) LCetAte It P hone fl L vt,� Owner's Address ' ®01 AS _ 7Co St /ej City 11tc,""", � State C Zip Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Conti actor's Company Name r � / C e2 Phone Z-Z 1�� Conti Address Ci ty / State LI L' Z Zi QualifierName �j f� f /!J Phone # State Certificate or Registration No. L /= G. j t./ .? 6 � ertificate of Competency No. E- MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ( ,off Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration q New ❑ Repair /Replace ❑ Demolition Describe Work x *xxx *xxxxxx *,� *xx* Fees" Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning$ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side —+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b pproved and a reins ti n fee will be charged. Signature / l Signature � /�� /= ?:��hh) Owner or Agent Contractor The foregoing in trument was acknowledged befiflire me this O ( The foregoing instrument was acknowledged before me this day of ' , 20 v by X eoliv e Z J;4, day of 206 � b y i known t�rne wh o has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: °t'a • P� a t7f?AiS R. STEEKLEY * MY C0h4M1SSI0N # DD 66V23 Sign: ` s EXPIRES: May 4,2011 Sign: OFF N f8!y SENIC88 Print: / c : kit � . �� L � /GCt? / Print: My Commission Expires:. My Commissior E II Notaryp oocStateofFlorida Josepolne Felaifel ,� ldkp��66�I�BeieaDD4Q7>��`�t x aF � expi�ee 03/15/2009 APPLICATION APPROVED BY: �,c — �J �G� Plans Examiner Engineer Zoning (Revised 02/08/06) x Miami Shores Village •�` f 0 � , 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 x ""' Phone: (305)795 -2204 , �� k �; Expiration:l Project Address Parcel Number Applicant 1001 NE 96 Street 1132060143740 Miami Shores, FL 33138 Block: Lot: KENNETH LUND Owner Information Address Phone Cell KENNETH LUND 1001 NE 96 Street (714)721 -2270 MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 12,000.OQ JM ARCE SERVICE 305 -262 -3589 Total Sq Feet: 0 Tons: 4 Available Inspections: Additional Info: Inspection Typ e: Classification: Residential Smoke Test Approved: In Review Rough Comments: Date Approved:: In Review Final Date Denied: ventilation Hood Rough Dud Smoke Dot Test Fees Due Amount Total Amt Paid Amt Due CCF $7.20 Education Surcharge $2.40 $ 407.23 $ 407.23 $ 0.00 Permit Fee - Additions/Alterations $385.00 Scanning Fee $3.00 Payment Type: Credit Card Technology Fee $9.63 Total: $407.23 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responsibility for all work done by either myself, my agent, servants, or employes. 1 understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable taws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 25, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, June 25, 2008 1 .Miami Shores Village Building Department i � 01 � 1005„tl N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 9 2008 BUILDING Permit No. PERMIT APPLICATION Masteir Permit No. R(' 0$ FBC 2004 Permit Type Mechanical Owner's Name (Fee Simple Titleholder) �} 2 Z VtA(� Phone # Owner's Address !�_e> �•_- �-� + 4Z�7 City a au tt Ze" State Zip f 3 Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) m p t AM City 6 City Miami Shores Villa e County Miami-Dade Zip FOLIO / PARCEL # -E's, c7 l� Lc(L Is Building Historically Designated YES NO Contractor's Company Name. 02 Phone # Contractor's Address O ;I - 5 7 9� 99 a city State Zip Qualifier ame c9 � u/ !� Phone State Certificate or Registration'No. �! Certificate of Competency No. k -MAIL: Architect /Engineer's Name (if applicable) P TLione # Value of Work For this Permit $ it/ � Cg ° Square / Linear Footage Of Work: Type of Work: [Addition ❑Alteration ❑New ❑ Repair/ ep[ace ❑Demolition Describe Work: fir✓ J�- ';z xxxxx acxui:xnxnYxxx4c oY 9e ':xxaY� xxacxx3cxxaY atxxxic ae e$'� fcxY *xxxxxoYxxxxslr dc xxaFxxxk dcxdc *xxxYxxoFxde eti 9cxxx Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side --� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Moggvigq, end%'s Name (if applicable) MoRi nte'r- T'A'ddros y City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction.. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS; WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITR YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first Inspection wW w ' occurs seven_ (7) days fter the building permit is issued. In the absence of such posted notice, the inspection wil t e, p oved d rei pection will be charged. Signatur Signature Owner or Agent Cont actor The foregoing instrument was acknowledged before me this a fo oing instrument was ackno ledged be ore me this day of , 20 _C, by 2 002 da � , 206d, by who is personally known to me or who has produced ho i personally known to me or who has produced As identification and who did take an oath. "' ' VI' s identification and who did take an oath. NOTARY PUBLIC: NOT A Y PUBLIC: ' ZJ Sign: tr. ck;_ Sign: Print: c lrca �l Print: aG4� ytio My Commission Expires: My Commission Expires: � PAY P0, x dr�x *9: aYxxYxxotxxx�: aY ie>e Yxdcxxxx�e MY �+ xif+ 1��' kxd2R / bP ( 1 , �` I` ��Q� @� g . �+BAY 1 °k�YR�Se j xxxx4e aYx4e s'cudaxa4 �c�Y'kxuvY �ex4c atxa4xaYxxx�eY'A'xxae x'k ;( kzaY iex d< lN�ll.}17�tI17 7 DD 491263 fit° °,,,..4 EXPIRES: Noventbet l6, 2009 /' $ ���'�'OVFl.o� °e Bonded Thru Buret Notary' Sen�ea /�, �'.. APPLICATION APPROVED BY: (trrr//"' s Examiner Engineer 7,oning (Revised 02/08/06) � • EV CONTRACTOWS PROPOSAL JUN Zoe lVl�Cl3 CAL CON - -- NorberW Banjos 14225 sw. 102 st., MIAMI, FL. 33186 TELEPHONE (305) 796 -9933 April 16, 2048 Isar Javier, 1, M. Arce hereby submits this proposal to perform work for Mr. Ken Lund at 17 and 18 no 96 street, Miami Shores ae M*Ug to the £vllowing witEx ia. Scout Of Work F iat Flv+ar a) Installations of a new 2 ton Carrier air hazidles unit. M04e1k 7FVAVNFDQ2 b) Fabrication and installation of all new supply air ductwork to specifications listed on plans per code. c) Installation of 3 new exhaust fans with metal ductwork as spam ied on plans. d) Install of now refrigerant copper tubing to supply new air handler Trait. Soaond Floor a) Jrmwlation of new 2 Ion Carrier split syFix -m Unit as per code. Air Handler Model #: FVAVNFUO2 Condenser Model #: 24APA518A,003 b) Fabrication and installation of all nsw supply nix ductwork to spocifications listed on plans per code. c) Installation of 2 new exhaust fans vntb metal ductwork as specified on plans. d) Installation of new refrgerant copper tubing to supply new split "m unit. TOTAL CQfST We horcby propose to furnish all labor and rrs+tenals woordmg to the scope of work dasanbcd above for the sum of $1X,700.00 (ditty pmm it not i ntAudW) '>[ M AND C0INDITII)Pd3S Payment to be made as Wlcmw, 50% dovmpayment accoptanoo of proposal and 40 paymant upon approval of rough iutspcciion, and remaini 10% to be paid, upon approval of final. All work to be completed w a w0dwianUe manner aceordu6 to standard practices, as well as per code. Amrp'Owe of prnq►vmd: The above price, specifications, and con&tiow are satisf mtory and ate hereby aceepte& You are hereby authorized to do the work specified. Payment will be made as outlined above. Authoxked Signatme; Late orA.ceeptavaa: h 2 F 1. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 s� ( S ration: Phone: (305)795 -2204 z ; 2 Project Address Parcel Number Applicant 1001 NE 96 Street 1132060143740 Miami Shores, FL 33138- Block: Lot: KENNETH LUND Owner Information Address Phone Cell KENNETH LUND 1001 NE 96 Street (714)721 -2270 MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 7,200 NOVO 8: SONS, INC (305)4447177 Total Sq Feet: 0 Type of Work: PLUMBING Available Inspections: Type of Piping: NEW ADDITION Inspection Type: Additional Info: water Main Bond Return: Heater Classification: Residential Lavatory Underground Rough Final Top Out Main Drain water service Re Pipe Fees Due Amount Total Amt Paid Amt Due CCF $4.80 Education Surcharge $1.60 $199.02 $199.02 L. 0.00 Permit Fee - Additions/Alterations $185.00 Scanning Fee $3.00 Payment Type: Credit Card Technology Fee $4.62 Total: $199.02 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 25, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, June 25, 2008 1 Miami Shores Village Building Department JUU 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 C Y: - --- -- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 0� Permit No. 1 0 . 0� PERMIT APPLICATION Master Permit No. T r 6 FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) \ X (� ° L' � Phone # Owner's Address " S C\ \Q c c City JV1 �-Nt'v' State Zip J� J Tenant /Lessee Name Phone # E-MAIL: Job Address (where the work is being done) \c o \ v City Miami Shores Village County M iami-Dade. Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name /Y7AV �/ r ,/Y� Phone # ,34,1' - x! =f l Z Contractor's Address "' City lA ,42�1 State �L. Q�liJl� Zip —1.2 13 Qualifier Name S® , r—d 4n�4ep Phone # 3 OS7 A141 ff r-1 x 7 State Certificate or Registration No. C i'=G 1!1 Aa Z . A Certificate of Competency No. T E -MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ I " Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair /Replace ❑ Demolition Describe Work: Submittal Fee $ Permit Fee $ t CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ - -'�-� Scanning $ 3'W Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ ] - N L See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant mist promise in good that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection wbi'ch occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no roved a d a reinspects ee will be charged. Signature �— Signature Owner or Agent Contractor The for g was ac nowledge before i e this The foregoing instrument was acknowledged before me this day o>, 20 _ by day of Y , d 20o�by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did t Vth. as identification and who did take an oath. NOTARY PUBLIC: A N, ti��. NOTARY PUBLIC: Sign:'ti�'� Sign: - Print: �,,,,,..,..,,C® 4�5 /- Prl�lt:_..� r2,�lf�l My Commission Expires: = My Commis _ �' %.,,,, sion Expires 15/2009 xxxrrxxxrYxxx�xx *Ynxxx��xx�rrxxrxxxx�..,x�:xYr . xrrxx�Yxxr+ rrxxrxxxxx�xrrrYxr�xxxxYx: *xr��r�:��Yx�Yx�YYrrxrr APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) This Instrument Prepared Name 2sQSc A o .SA J4 J d A 1 tCl.f ! lca Address f t ( SC()5� (1 t�idrr .—.a Permit No. Tax Folio No. _ NOTICE OF COMMENCEMENT o STATE OF A, COUNTY O F �1 _ -_ t7, a+rew Cn i..} THE UNDERSIGNED hereby gives notice that improvement 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. 's°swr "o t 1. Description of ro ert : p property, and street address if available) p ' p p (1 gal description of to 2. General description of improvement: s u�ptl[Qil � C t L aQ�t aK - ��fTe4! f vJ�(- 1(G tt) A��I t {a 3. Owner information r/ a. Name and address: PCE'�vr -tr Th —24 t U. b. Interest in property: 0 w -v'e�T 00 ­q c2r c. Name and address of fee simple titleholder (if other than owner): 01 C . Ix 4. Contractor. So t7 >CQt 6N C e Z t? .tai Cy �,. AtS't`sLuGtlptit 1C C. -J a. Name and address: 7-8 1 8a Stu �, 5 G _ T 40 1?e`Q D A b. Phone number: ct— �s�- 86 8 - 25 13 5. Surety a. Name and address: oa c re. t.', b. Amount of bond $ C, � Q- c. Phone number: ... c r : :a - ,. C`EC s :1> L�:a , •Y: fe: u-i 6. Lender ' a. Name and address: b. Phone number: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number: r B. In addition to himself, Owner designates the following person(s) to receive a copy of the- Lienoes Notice as provided in Section 7.13.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, o FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A !� NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST COMMENCING NCING WORK OR RECORDING YOUR OF COMMENCE YOUR ENDER OR AN ATTORNEY BEFORE rs; T. Signature of Owne ar wnees Authorized Officer /Director :.- Partner /Manager t< C /4A T4.( I U A - � - ! y ^ --; " it Signatory's Tile/Office T fore ofg in frame was acknoWed ed before me this day of yN� off r4J (year) by ; (name of parson) as* ® W �veAC- (type of t4 authority, ...e.g. officer, trustee, attorney in fact) for behalf of whom instrument was executed). _(name of party on ►fir AR.ST�IA,EY Signature of Notary Public - State of Florida R F� � �.��•� r ._' MYCIMUMO 23 Print, Type, or Stamp Commissioned Name of Notary Public * Commission Number Q(P1RE3; May 4. X11 � �C.- x`.;�'�okdt� 1 thtsttffry Personally Known _or Produced Identification Verification Pursuant to Section 92.525, Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of Natural Person Signing Above Jose L. Guzman P.E. 16581 SW 64 Terrace, Miami, F133193 T. 786.338.1082 F. 305.387.1829 E -mail: Jguzmanalba@aol.com W ID JULY 30, 2008 AVG h�Ql� Miami Shores Bldg Department 389 NE 99th St Miami Shores, FL 33138. Attn: Claudio Grande Dear Mr. Grande Please accept this letter as confirmation that Jose L. Guzman PE has conducted an evaluation and. analysis of the LUND residence located at 1001 NE 96 street in the Village of Miami Shores FL 33138 and that, as per the revised structural plans being submitted with this letter, the altered structure has been designed to support wind loads of up to 146 MPH as per Florida Building Codes. Please contact us if you have any questions regarding this matter. Regards, 9 Jo L. Guzman, P.E. Miami Shores Village QCT 3 ^ 2308 1 Building Department By:._ --------- 10050 N.E.2ndAvenue, Miami Shores,.Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. VC 0 KA_�5 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roof Owner's Name (F Sim Ie Titleh de Phone # 11- 12 Owner's Add ss City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) I� ki City Miami Shores Village County Miami -Dade Zip �33� FOLIO / PARCEL # OF ng Is Building Historically Desi ted YES NO Contractor's Company Nam MV � Phone # • SW A Contractor' Ad4ress Ci AAWA A ILO State Zip Qualifier Name CA Phone # State Certificate or Registration No Certificate of Competency No I Architect/Engineer's Name (if licable) Phone # Value of Work For 1 0 Square / Linear Footage Of Work: Type of Works`. -- A ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe. 4i =k'k k � � k k >k $e ga � $a sIak Ia sk sk'k'k � +k'k'k � �Ia sk sk sk sk � k k sk k sk k sk � sk FC E S °k � a ok sk ak � k sk � k Sk k sk :k s8 +k sk � 9k k 9k sk sk k jk k ak 9k ok sk ak sk sk sk'k k k sk =k k � � k k Submittal Fee $ Permit Fee CCF $ C_01 Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ &0 • da A `0 0 �'" w 2d rn� Total Fee Now Due $ i See Reverse side -4 I Bonding Company's Name (if applicable) : Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zap Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,_ POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of .20 _, by , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: '�'�+ ,� ` r �` o .�t�� Plans Examiner Engineer Zoning (Revised 07/10/07) TJ Truss Corp. Travis J. White Tony Little Vice President AssistantManager Engineering Package Certification Form Contractor /Builder: Joey Construction Job #: Project: Lund / 80498 Model: City /County of Jurisdictior MIAMI -DADE Occupancy Type: Engineer or Architect of Record Roof / Floor Truss Company TJ Truss Corp. Truss Company Address 2801 Industrial Ave. #2 Fort Pierce, FL. 34946 Truss Company Contact Ink Phone 772 -466 -3388 Fax 772 -466 -9329 Engineering Software Supplier Alpine Engineered Products Engineering Software Version V.I.E.W. Version 7.33.0114.18 1 certifythat the engineering forthe trusses listed on the attached index sheet has been designed and checked for compliance with the, Florida Building Code 2004. The truss system has been designed to provide adequate resistance to wind loads and forces as required by the following provisions: DesignCriteria: ASCE 7 -02 146 mph TCLL TCDL BCLL BCDL TL Loading (PSF): 20 15 10 10 55 1.25 Duration Factor Mean Roof Height: Auto Feet Engineer. Julius Lee 1455 SW 4th Avenue, Delray Beach, FL 334442161 Attached is an index sheet submitted in ac cordancewith the Department of Professional Engineering, Tallahassee, FL. Engineering sheets are photocopies ofthe original design and approved byme. If structural Engineer of Record is not listed above then he did not exist as of the seal date per section 61 G15- 31.003(5a) of the Florida Adminsitrative Code. As witness by my seal, I hereby certify that the above„�'� information is true and correct to the best of my knowledgeand belief. 0811 08 Name ...............: Julius Lee, P.E. Certification #..: 34869 RI $ TJ Truss Corp Page:1 Engineering Package Index Sheet J er. 80498 This index sheet lists, in numerical order, the Builder. udder JocyConstruction drawings as they appearwithin this bound pkg. Project: Lund As per Florida Law (copy included), the seal on Model: the last page of this index is used in lieu of Location: MIAMI -DARE signing and sealing each individual sheet. Pg # Page I.D. Dwg Date Qty Base Span Pitch Seq. # Notes 1 CoverSheet Non. App. 2 Cert. Form Non. App. 3 Bkletlndex Non. App. I 4 ( ShipperPkg Non.App ®® 5 1 ShipperPkg Non. App. 16 ShipperPkg - Non. App. - ' ShipperPkg Non. App. j 8 ShipperPkg Non. App. 9 ShipperPkg Non. App. 10 ShipperPkg Non. App. i 11 Su pport Non. p p. _ 12 A01 08/112008 ' 10 15'08 "00 4/12 13 A02 08/112008 1 2 15'08 "00 i 4/12 14 A03 08/112008_ 2 i 15'08 "00 4/12 15 A04G 08/112008 2 i 15'08 "00 4/12 16 CJ3 08/112008 8 ; 03'00 "00 14/12 117 HJ5 08/112008 4 0700 "02 2.83/12 1 18 EJ5 08/11200$ 8 05'00 "00 4/12 19 CJ 08/112008 8 01'00 "00 4/12 20 V12 081112008 2 1 12'00 "00 14/12 21 V8 08/112008 2 08'00 00 4/12 22 V 0811 12008 2 04'00 "00 14/12 23 ; V16 08/112008 1 16'00 "00 4 / 12 owl 08/1 08 J * - ST OF �" Jobkey: 80498 ` Company: TJ Truss Address: 280I Industrial Ave' #2 Fort Pierce, FL. 34945 Phone: 772-466-3308 Site Address: 100I Ne 96 Street Miami Shozeo,FL- =================================================================================== 8UPPORT REPORT JOB DESCRIPTION: 80498 WIND CODE: ASCE 7-02 WIND MPH: 146 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT' REACT. MAX WIN Z)}I8C SPAN-ft SIZE-in. TYPE XLOC-ft' YI'OC-ft' DQAJ['+# MAX.-# DPI^FT.- =================================================================================== A0I 15.667 8.000 WALI, 0'000 20'000 871 -603 A0I I5'667 8.000 V0\LI^ 15.000 20'000 949 -678 ----------------------------------------------------------------------------------- A02 I5'667 8'000 WALL 0'000 20,000 946 -675 A02 I5'667 8'000 WALI, IS'OOO 20.000 946 -675 ___________________________________________________________________________________ A03 15.667 8'000 WALI, O'UOO 20'000 946 -672 A03 15'667 8'000 WJLI, I5'000 20'000 946 -672 ----------------------------------------------------------------------------------- A04Q I5'667 8.000 WALI, 0.000 20'000 2003 -I489 A04Q 15'667 8'000 VKALI, I5'000 20'080 2003 -I489 ----------------------------------------------------------------------------------- CJ3 3'000 8'000 WALL 0'000 20'000 264 -I8I CJ3 3'000 I'SOO 0AII^EZ) 3'000 20.800 58 -9 CJ3 3'000 I'500 NAILED 3'000 21.037 85 -99 ----------------------------------------------------------------------------------- BJ5 7.009 I0'564 WALI. 0'080 20.000 GII -576 BJ5 7'009 I.500 NAILED 7.009 20'000 313 -52 HJS 7.009 1.508 NAILED 7'009 21'688 322 -346 ----------------------------------------------------------------------------------- EJ5 5'000 8'000 WALI. O'OOO 20.000 369 -244 I]J5 5'000 I.500 DlAZI,IZ]J 5.000 20'000 105 -I8 IZJ5 5'000 I'500 BAZI,I]IJ 5'000 2I,703 157 -I85 ----------------------------------------------------------------------------------- CJI I.000 8'080 WALL 0'000 20'000 191 -IOI CJI 1.000 1,500 NAILED 1'000 20'880 21 -15 CJI 1'000 I'500 NAILED I'000 20'370 43 -I3 -35 ----------------------------------------------------------------------------------- `7I2 I2'000 I44'000 WALL 8'000 2I'106 1337 -780 ----------------------------------------------------------------------------------- V8 8'000 96'000 WALL 0'000 2I'773 890 -465 ----------------------------------------------------------------------------------- V4 4'000 48'808 WALL 0'000 22'439 444 -I43 ----------------------------------------------------------------------------------- VI6 I6'000 I92.000 WALL 0'000 20'439 1783 -I087 ___________________________________________________________________________________ Job:(80498),Jocy Construction ,Lund /A01 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 MAXIMUM FORCES eot chord 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Webs 2x4 SP #3 3- 7 1209 1637 1- 3 1108 1627 8-10 1186 1638 13-14 23 0 10-11 1094 1633 4- 5 1492 973 5- 9 1492 973 2- 4 1524 1059 Trusses or components connecting to this girder have been modified by the truss designer. The loading for this girder requires 9-12 1519 1049 6- 5 395 43 verification for accuracy. 146 mpph wind, 21.47 ft mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC Wind reactions based on MWFRS pressures. DL=4.2 psf, wind BC DL=3.0 psf. Calculated vertical deflection Is 0.08" due to live load and 0.16" due to total load at X = 3 -8-10. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 68 0.15 15.52 7'10" 7'10" _I 4X6(1) 4 12 D TV4(Al)(I) v I � 2X4(A1)(1) N ® 1 355 L J 14 20 h 2X3(1) Rv =871# U=60 W =8" 1518" R,-949# U =679# W 1 DESC. = A01 SEQ = 3983 PLT. WP.-WAVE FBC/TP12002(STD)Cq/RT= 1.25(1.25)/5(0) QTY= 10 TOTAL= 10 REV. 7.33.0114.18 SCALE = 0.3750 "WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING E P Lee ee . . i R I,L'SS C OR R AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS Julius TC LL 20 .Opsf REF PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES _T1' PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE License # 34869 TC DL 1 5.Opsf DATE 08 -11 -2008 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.Opsf DRWG cur .��m aw ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 2100 i0IIP5tPr8i . rd HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 10.Ops PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND 1455 SW 4th Avenue Fort fierce, FL. 34946 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AM GR40 GALV. STEEL TOT.LD. 55 .OpSf O/A LEN. 150800 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON Deng Beach FL 33444 - 2181 Pbwkc; r: !2) 466 -3388 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 180 A Z. THE SEAL ON THIS DRAWING INDICATES y DUR.FAC. 1 .25 JOB #: 80498 1'a a. (r r2) 466 - x}329 DESI N SHOWNF THE SUIITABI E NGINEERING AND USE OF THIS COMPONENT FORLANY FOR THE T RUSS PARTICULAR BUI ISTHE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSVrPI 1-1995 SECTION 2. SPACING 24.0 TYPE C�MN Job:(80498),Jocy Construction ,Lund / A02 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Tqp chord 2x4 SP #2 MAXIMUM FORCES Bat chord 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Webs 2x4 SP #3 0- 1 23 0 4- 7 1154 1625 2- 4 1074 1620 6-11 1154 1625 14-15 23 0 11 -12 1074 1620 5- 9 1479 914 9-10 1479 914 146 mph wind, 21.47 ft mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC 3- 5 1507 980 10-13 1507 991 8- 9 391 36 DL=4.2 psf, wind BC DL =3.0 psf. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Calculated vertical deflection Is 0.08" due to live load and 0.15" due to total load at X = 3 -8-10. BC 70 0.15 15.52 Deflection meets L1360 live and L1240 total load. T10" 7'10" - 4X6(1) 4 ® ••� v N2X4(A1)(I) 2X4(A1)(I) �y �0 15 a is � 20' 15'8" _ I 2X3(1} I Rv= 94J 67 W =8" 15'8" Rv =946# U=676# W 8" 1 i DESC. = A02 SEQ = 3965 PLT. TYP. -WAVE FBC/TP12002(STD) Cq/RT= 1.25(1.25u5(0) QTY= 2 TOTAL= 2 REV. 7.33.0114.18 SCALE = 0.3750 R USS {: R I'- AND BRACING. T R U SS ES E TO REFER (HANDLING INST I AWN R AND T BRACING PUBLISHED BY TPN(TRUSSNG Jul Lee P.E. TC LL 20.Opsf REF PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 63719) FOR SAFETY PRACTICES _T1' PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE License # 34869 TC DL 15.Opsf DATE 08 -11 -2008 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.Opsf DRWG mr MUM ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 1 O.O S f HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL P 1900 In/J p5t1'i61 ,i Pd PROVISIONS OF Nos (NATIONAL DESIGN SPECIFICATION PUBLISHED BY HE AMERICAN FOREST AND 1455 SW 4th Avenue Fort Plerce, FL- 34946 PAPER ASSOCIATION) AND TPI. ALPINE CONNE ARE MADE OF 20GA ASTM A853 GR40 OALV. STEEL TOT.LD. 55.Opsf O/A LEN. 150800 Ph ltlll: � 21 1Ci6 -33 8 THIS DES GN, PTOSITION APPLY COCO NNECTORS CTORS PER DRAWINGS 1160 AZ HE SEAL ON HIS DRAWING INDIC ON Delray Beach, FL 33444 -2161 DUR.FAC. 1.25 JOB #: 80498 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT rs x: ("77 2) 466-U29 DESIGN SHOWN. THE SUITABILnY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE COMN IS HE RESPONSIBILITY OF THE ILDING DES O E PER UTPI 1 -1995 SECTION 2. Job:(80498),Jocy Construction ,Lund /A03 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 MAXIMUM FORCES Bot chord 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp End Tens Comp, Webs 2x4 SP #3 0- 1 23 0 4- 6 1233 1644 2- 4 1163 1647 - 1255 1503 9-12 1256 1503 13-15 1233 1644 18-19 23 0 15-16 1163 1647 146 mph wind, 21.33 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT Ii, EXP C, wind TC 5-10 1501 996 10.14 1501 996 3- 5 1521 1053 14-17 1521 1070 DL=4.2 psf, wind BC DL =3.0 psf. 9-10 379 26 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) START(FT) END(FT) BC 70 0.15 15.52 Calculated vertical deflection is 0.07" due to live load and 0.14" due to total load at X =11 -11-6. Deflection meets L/360 live and L/240 total load. 7' 1'8" — ► 7' 2X3(1) 8 9X4112 4X4(1) T 12 ri 4 Lo 2X4(A1)(I) 2X4(A1)(I) 0 19 T❑ a . I. 20' 10 f 2X3(1 }15'8" _I _L Rv=94 V= 67 W =8" 15'8" Rv =946# U =673# W 8" 1. DESC. = A03 SEQ = 4099 PLT. TYP -WAVE FSCIrP12002(STD) Cq/RT= 1.25(1.25u5(0) QTY= 2 TOTAL= 2 REV. 7.33.0114.18 SCALE = 0.3750 "WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING ( Id (J•�5�+ t'� 1 I'� I'- AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS Julius Lee P.E. TC LL 20.Opsf REF PLATE INSTITUTE, 883 D'ONOFRIO DR., SUITE 200, MADISON, W1.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE License # 34869 TC DL 15.Opsf DATE 08-11 -2008 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.Opsf DRWG v"r . +vm aw ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 1 O.O S f Z i10 IntJtlsf��al . 141 HANUUNG, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL p PROMSIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND 1455 SW 4th Avenue Fort I I 349-M PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AM GR40 GALV ST EEL TOT.LD. 55.Opsf O/A LEN. 150800 AS NOTED. M ILHIC; rr 7 7 72) '' 66 -33Ah TH IS DESIGN, POSITI NPCOCO NNECTORS CTORS PER DRAWINGS 180 A-Z. THE SEAL ON THIS DRAWING IINDICATEESD ON Delray Beach FL 334442161 OTHERWISE LOCAT 4� ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR.FAC. 1.25 JOB #: 80498 Fum (rte) ar;6 129 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE HIPS 18 THE RESPONSBBLL TY OF THE BUILDING DESIGNER PER ANSUTPI 1 -1995 SECTION 2. Job:(80498),Jocy Construction ,Lund /AU4U THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TQp chord 2x4 SP #2:T2 2x4 SP 2400f- -2.OE: MAXIMUM FORCES Bot chord 2x4 SP 2400f --2.OE Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Webs 2x4 SP #3 0- 1 23 26 4- 6 3748 5070 2- 4 3757 5093 7- 12 3513 4869 13-15 3746 5084 18-19 23 26 15-16 3756 5105 5- 9 4768 3510 SPECIAL LOADS 9-10 4830 3510 10-14 4781 3509 3- 5 4765 3520 14-17 4778 3518 TC ( LUMBE R UR at 1 00 to 1 7 2 PLF a F C =1.25) 8- 9 596 19 9-11 40 4 11 -10 583 16 TC - From 72 PLF at 5.0 to 72 PLF at 10.67 146 mph wind, 20.99 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC TC - From 72 PLF at 10.67 to 72 PLF at 16.67 DL=4.2 psf, wind BC DL =3.0 psf. BC - From 40 PLF at 0.00 to 40 PLF at 15.67 TC - 479 LB Conc. Load at 5.0, 10.67 Wind reactions based on MWFRS pressures. TC - 157 LB Conc. Load at 7.06, 8.60 BC - 318 LB Cone. Load at 5.0, 10.67 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC - 105 LB Cone. Load at 7.06, 8.60 CHORD SPACING(IN OC) START(FT) END(FT) BC 50 0.15 15.52 Calculated vertical deflection is 0.16" due to live load and 0.29" due to total load at X = 5-3-8. � Deflection meets LY360 live and U240 total load. 7X8(1) 12 7X8(l) ® T2 1- T 4 F,� 4X6(B5R)(I) ' T g0 19 � t==1 �20' y 59 1 0 I — 3X4(1) 158" 2X3(1) _I Rv= 2003f�Ui 149 W =8" 15 8" Rv =2003# U =14909 =8 " DESC. = A04G SEQ = 3989 PLT. TYP: WAVE FBCrrPI2002(STD) Cg1RT= 1.25(1.25)15(0) QTY= 2 TOTAL= 2 REV. 7.33.0114.18 SCALE = 0.3750 COI? I* "WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING Julius Lee P.E. TC LL 20.0 AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS psf REF T PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE License # 34869 TC DL 15.Opsf DATE 08 -11 -2008 j PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. — IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.Opsf DRWG ■u. .��m ■a■ ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 10. S f �!!(1Q In�Jllslrial�rt1 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL p PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND 1455 SW 4th Avenue Fort Men& 1'L 34946 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL TOT.LD. 55.Opsf O!A LEN. 150800 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON Delr Beach FL 33444 - 2161 P11LHIC r 12) 466 - 339.1 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 180 A-Z THE SEAL ON THIS DRAWING INDICATES Y DUR.FAC. 1.25 JOB #: 80498 ACCEPTANCE ra 7l: 7 7 2) 466- x}329 DESIGN SHOWN. THE SUITABILITY AND USE OF NG THIS COMPONENT FFORLANY FOR THE PARTICULAR B UILDING r IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSUTPI J-1995 SECTION 2. SPACING 24.0 TYPE HIPS Job:( Construction ,Lund / CJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 MAXIMUM FORCES Bot chord 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tons Comp Endpts Tens Comps 0- 1 23 0 4- 6 27 95 2- 4 0 128 5 7 0 0 146 mph wind, 20.66 ft mean hgt, ASCE 7 -02, CLOSED bidg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, 3- 5 3 39 wind BC DL=3.0 psf. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Calculated vertical deflection is 0.00" due to live load and 0.01" due to total load at X = 0 -9-12. BC 34 0.15 3.00 Deflection meets LY360 live and 1-1240 total load. Rv=85# U =190# n NAILED 21'0'7 12 4 U�—® N off TO M 1 Rv=26 # U =182# W =8" 3' Rv=58# U=Irdi# NAILED DESC. = CM SEQ = 3972 PLT. TYP -WAVE FBCnP12 Cq/RT= 1.25(1.25)/5(0) QTY= 8 TOTAL= 8 REV. 7.33.0114.18 SCALE = 1.0000 - WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTAWNG 1 P.E. Lee ee TC LL 20.O psf It USS Col? I'- AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS Julius p REF T PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE License # 34869 TC DL 15.Opsf DATE 08-11 -2008 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.Opsf DRWG cur MUM ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 10. p s f 2�it0 InQp5t�161 .Pit HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL p PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND 1455 SW 4th Avenue Fort Men B, 1:1. 34946 PAPER ASSOCIATIOM AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AM GR40 GALV. STEEL TOT.LD. 55.OpSf O/A LEN. 3 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON Delr Beach, FL 33444 -2161 Maim; r"721 4i6 -3318 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 180 A-Z. THE SEAL ON THIS DRAWING INDICATES y DUR.FAC 1.25 JOB #: 80498 1•'811: ( DEC N SHOWNF THE SU E NGINEERING USE OF THIS COMPONENI PARTICULAR COMPONENT " IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER SIrrPI 1 -1995 SECTION 2. SPACING 24.0 TYPE JACK Job:(8G498),JoCy Construction Lund / HJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Tpp chord 2x4 SP 2400f --2.OE MAXIMUM FORCES Bot chord 2x4 SP #2 Endpts Tens Comp Endpts Tens Corn pp Endpts Tens Comp Endpts Tens Comp 0- 1 23 27 4- 6 95 79 2- 4 67 89 5- 7 0 0 SPECIAL LOADS 3- 5 8 52 TC From 7 PLF at C 1 -1 41 to PTE at 7. =1.25) 146 mph wind, 20.99 It mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT ii, EXP C, wind TC BC - From 40 PLF at 0.00 to 40 PLF at 7.01 DL=4.2 psf, wind BC DL-3.0 psf. TC - -26 LB Conc. Load at 1.41 TC - 170 LB Conc. Load at 4.24 Wind reactions based on MWFRS pressures. BC - 11 LB Cone. Load at 1.41 BC - 115 LB Cone. Load at 4.24 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Calculated vertical deflection Is 0.17" due to live load and 0.32" due to total load at X = 4 -0.12. BC 82 0.15 7.01 Deflection meets L1360 live and U240 total load. Rv =322# U =A NAILED 21'8 "4 2.83 p 4(A1) {I) 1S �a 20' � I - - 1'S" Rv11 U =577# W =10 "9 7 0 "2 � Rv- -213# U=624i NAILED DESC. = HJ5 SEQ = 3987 PLT. TYP: WAVE FBC/TPI2002(STD) Cg1RT= 1.25(1.25y 6(0) QTY= 4 TOTAL= 4 REV. 7.33.0114.18 SCALE = 0.7500 It un co I? I AND HIS-91 RACING. REFER TO (HD A LING INST I AWNG R AND BRACING, PUBLISHED BY TPNU (T STALLIN G RUSS G Julius Lee P.E. TC LL 20.Opsf REF • PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE License # 34869 TC DL 15.Opsf DATE 08 -11 -2008 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.0psf DRWG Nvr MO ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 10. S f �i!?(10 In/Jp�tri81;i3rd HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL p PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND 1455 SW 4th Avenue Fort Vierm 1-1. 34946 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AM GR40 GALV. STEEL TOT.LD. 55.0psf OtA LEN, 70002 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON Delr Beach FL 334442161 MIDI= ( 1 A ) 466 -33153 THIS DESIGN, POSITION CONN PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES y DUR.FAC. 1.25 JOB #: 80498 ACCEPTANCE rH7t. I `'� 12) 4f7f - �Z9 D S GN SHOWNF THE SUITABILITY AND S OF THIS COMPO FOR ANY ARTIC CO� COMPONENT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANS I 1 -1995 SECTION 2. SPACING 24.0" TYPE HIP JACK Job:(80498),Jocy Construction ,Lund / EJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 MAXIMUM FORCES Bat chord 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp 0- 1 23 0 4- 6 49 114 2- 4 0 171 5 7 0 0 146 mph wind, 20.99 ft mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC 3- 5 14 62 DL=4.2 pat, wind BC DL =3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) START(FT) END(FT) Calculated vertical deflection is 0.03" due to live load and 0.05" due to total load at X = 2 -9-6. BC 58 0.15 5.00 Deflection meets LY360 live and L/240 total load. Rv =157# U=1'86# NAILED 21'8'7 12 4 N � M® T 0 1$ 20' f 1' Rv=36 U =244# W =8" 51 Rv =105# U =1 8 NAILED DESC. = EJ5 SEQ = 3975 PLT. TYP. -WAVE FBC/TP12002(STD) Cq/RT= 1.25(1.25)I5(0) QTY= 8 TOTAL= 8 REV. 7.33.0114.18 SCALE = 1.0000 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING E P Le ee . . I I ,1SS C`t 1 I� I'. AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS Juliu TC LL 20.Opsf REF PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W. 53719) FOR SAFETY PRACTICES T-1 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE License # 34869 TC DL 15.Opsf DATE 08-11 -2008 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.Opsf. DRWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 1 O.O S f Zito �nllv5fPlal ,�P(1 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL p PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND 1455 SW 4th Avenue Fort Pl erm FL 34946 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AW3 GR40 GALV. STEEL TOT.LD. 55.OpSf O/A LEN. 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS Maim; f ""M 466 - 333 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 1160 A -Z THE SEAL ON THIS DRAWING IINDICATESD ON r }U Delray Beach, FL 33444 -2161 5 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR.FAC. 1.25 JOB #: 80498 Par w (772 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0° TYPE EJACK IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSVTPI 1 -1995 SECTION 2. Job: BU498 ) Jocy Construction ,Lund I CJ1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Trap chord 2x4 SP #2 MAXIMUM FORCES Bot chord 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp End Its Tens Comp 0- 1 23 0 4- 6 31 12 2- 4 40 27 5 7 0 0 146 mph wind, 20.33 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere In roof, CAT II, EXP C, wind TC DL=4.2 psr, 3- 5 3 3 wind BC DL-3.0 psf. Wind reactions based on MIWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Calculated vertical deflection is 0.00" due to live load and 0.00" due to total load at X = 0-9-3. BC 10 0.15 1.00 Deflection meets 1-1360 live and 1-1240 total load. 4 P 20'4"7 ^TR 20 f 1 Rv--1919 U =182# W =8" Rv=S# U =16# NAILED Rv -13# U =36# NAILED DESC. = CJ1 SEQ = 3977 PLT. TYP. -WAVE FBCfrP12002(SM) CgRT= 1.25(1.25Y5(0) QTY= 8 TOTAL= 8 REV. 7.33.0114.18 SCALE = 1.0000 - WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING P.E. Lee ee TC LL 20.0 sf T R USS C R It AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS Julius p REF PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WT. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE License # 34869 TC DL 15.Opsf DATE 08-11 -2008 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.0psf DRWG eu. ...s vm ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 10. s f Z9O0 Inraustri�l 33rd PROVISIONS SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL p PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND 1455 SW 4th Avenue Fort View C. V L• 34946 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL TOT.LD. 55.Opsf O/A LEN. 1 �} EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON Delray Beach FL 33444 -2161 MUM; (M) 466 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. T HE SEAL ON THIS DRAWING INDICATES DURYAC. 1.25 JOB #: 80498 rN 1l: '7 466 - 43 2 29 DESIGN SHOWNF THE SU ABI RESPONSIBILITY USE OF THIS COMPO B NENT FOR ANY PARTICUR CO PONENT IS THE RESPONSIBILITY OF THE BUILDING ESIGNER PER ANSI /TPI 1 -1995 SECTION 2. SPACING 24.0 TYPE JACK Job: 80498 ) Joey Construction ,LUnd / V12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 MAXIMUM FORCES Bot chord 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp, Webs 2x4 SP #3 3- 5 559 419 7 -10 559 419 10-11 473 455 4- 8 473 467 8- 9 473 467 9-12 449 472 6- 8 802 736 146 mph wind, 22.25 ft mean hgt, ASCE 7 -02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC DL=4.2 psf, wind Be DL =3.0 psf. Wind reactions based on MWFRS pressures. Calculated vertical deflection Is 0.03" due to live load and 0.06" due to total load at X = 1 -9-9. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L1240 total load. Be 75 0.00 12.00 See DWG VALTRUSS1106 for valley details. 6' 6' 4 ® 4X4(I) T2X4(D1)(I) tV 2X4(D1)(I) 1'1"4 8 •I 2X3(1) 12, I� 9 i Rv= 111p1f U= 100ptf W =12' DESC. = V12 SEQ = 3979 PLT. TYP: WAVE FBC/rP12002(STD) Cg1RT= 1.25(1.25u5(0) QTY= 2 TOTAL= 2 REV. 7.33.0114.18 SCALE = 0.5000 It «. Ca ll I'. AN B RACING EFER TO HIB-91 (HANDLING C AR E I ALLING R AND T BRACI N G), PUBLISHED BY TPN(STRUSS Julius Lee P.E. TC LL 20.Opsf REF PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES ' PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE License # 34869 TC DL 15.Opsf DATE 08-11 -2008 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.Opsf DRWG tue .yam o-+p ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS HANDLING, SHIPPING, INSTALLING AND RACING OF TRUSSES. CDESI NTH TPI; N CONFORMS APPLICABLE BC LL 10 .Ops f $BOO InlJpstrial PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND 1455 SW 4th Avenue Fort I ewe. 1.1. 34946 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL TOT.LD. 55.OpSf O/A LEN. 12 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON D I Beach, FL 33444 - 2161 Pl afwr r - j' @ �' 2) 466 -3318 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7 THE SEAL ON THIS DRAWING INDICATES DUR.FAC. 1.25 JOB #: 80498 ACCEPTANCE Pxs: (7 7 466 - 0.12'9 DESIGN SHOWN. THE SUITABI E NGINEER AND USE OF THIS COMPONENT F RLANY FOR THE TRUSS PARTICULAR UILLDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS11TPI 1 -1995 SECTION 2. SPACING 24.0 TYPE VAL Job:(80498),Jocy GOnStru0tion ,Lund / V8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 MAXIMUM FORCES Bo chord 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp 3- 7 975 811 6- 9 974 811 9-10 963 843 4- 8 801 882 146 mph wind, 22.59 ft mean hgt, ASCE 7-02, CLOSED bidg, not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC B-11 778 882 DL=4.2 psf, wind BC DL =3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) START(FT) END(FT) Calculated vertical deflection is 0.06" due to live load and 0.11" due to total load at X = 6-2 -7. BC 96 -0.87 7.13 Deflection meets 0360 live and U240 total load. See DWG VALTRUSS1108 for valley details. Ci7 �J 123X4(1) 4 �I 4 © - Lai 4(131)(1) 2X4(131)(1) 21'9"4 8' I Rv =1110 = 100ptf W= ' DESC. = V8 SEQ = 4107 PLT. TYP: WAVE FBC/TPI2002(STD) Cg1RT =125(1.25)/5(0) QTY= 2 TOTAL= 2 REV. 7.33.0114.18 SCALE = 0.7500 - WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALUNG P.E. Le a@ TC LL 20 ps AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS Julius p REF • PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE License # 34869 TC DL 15.0PSf DATE 08 -11 -2008 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.0PSf DRWG eur MUM ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 10.0 S f 2900 InQ pstrigl ,T�r� HANDLING SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS NTH APPLICABLE BC LL P PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND 1455 SW 4th Avenue Fort New & FL. 349416 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL TOT.LD. 55.OPSf O/A LEN. 8 UNLESS OTHERWISE Pltuoc; (M) 466 -331A THIS EXC G DES N,O N APPLY E A-7- POSITION COCO NNECTORS CTORS R DRAWINGS 160 THE SEAL ON THIS DRAWING INDICATESD ON Delray Beach, FL 33444 -2161 4 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR. 1.25 JOB #: 8049$ FAC. T•'87t. ('.' 7) 466- t }329 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0° TYPE VAL IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TPI 1 -1995 SECTION 2. I Job:(80498),Jocy Construction ,Lund / V4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 MAXIMUM FORCES Bot chord 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp 3- 7 390 382 6- 9 390 382 9-10 395 409 4- 8 397 359 146 mph wind, 22.92 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP C, wind TC DL=4.2 psf, 8-11 390 360 wind BC DL =3.0 psf. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Calculated vertical deflection is 0.00" due to live load and 0.00" due to total load at X = 2- 10-15. BC 48 -0.87 3.13 Deflection meets LY360 live and 0240 total load. See DWG VALTRUSS1108 for valley details. 12 ® 2' T 3X4(1) co 22'5 "4 4' R -111plf U= 100pif W=V DESC. = V4 SEQ = 3983 PLT. TYP: WAVE FBCITPI2002(STD) Cq/RT= 1.25(1.25u5(0) QTY= 2 TOTAL= 2 REV. 7.33.0114.18 SCALE = 1.0000 "WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTAWNG P.E. Lee ee TC LL 20.O p i*I4 Us% COO R. AND BRACING: REFER TO H113-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS Julius p REF T PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1.53719 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE License # 34869 TC DL 15.Opsf DATE 08-11 -2008 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIUNG. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.Opsf DRWG v"v .+�s as ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 10 iD�lp5trigi .� Pti HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL p PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBUSHED BY THE AMERICAN FOREST AND 1455 SW 4th Avenue Fort Pierce. FL. 34946 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AM GR40 GAIN ST EEL TOT.LD. 55.Opsf O/A LEN. 4 OTHERWISE AS NOTED. APPLY Phuvic; 77 4(t6 -338A TH S DESIGN, POSITION COCO NNECTORS CTORS PER DRAWINGS 1160 A-Z THE ON THIS DRAWING INDICATESD ON Delray Beach, FL 33444 - 2161 DUR.FAC. 1.25 JOB #: 80498 ACCEPTANCE rax: r � �2) 466 -4.12 DESIGN SHOWNF THE SUII SE AND U OF THIS COMPONENT FORLANY FOR THE PARTICULLAR BUUI ` IS THE RESPONSIBIUTY OF THE BUILDING DESIGNER PER ANSUTPI 1.1995 SECTION 2. SPACING 24.0" 'TYPE VAL J0b:(a0498),Jocy Construction Luna/ V16 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 MAXIMUM FORCES Bat chord 2x4 SP #2 Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Webs 2x4 SP #3 3- 5 991 681 7-10 991 681 10-11 866 726 4- 8 737 853 ("*) 1 plates} require special positioning. Refer to scaled plate plot details for special positioning requirements, 8 - 9 737 853 9 707 856 6 - 8 1092 1154 JU 146 mph wind, 21.92 ft mean hgt, ASCE 7 -02, CLOSED 51dri n4,19 ated �hJp 4.50 ft from roof edge, CAT 11, EXP C, wind TIC Wind reactions based on M - _..+ f c ) � r DL=4.2 psf, wind BC DL=3.0 psf. tl Calculated vertical deflection is .08" due to live load and 0.15" due to total load at X = 14 -2 -7. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START( " . � END(FT) P Deflection meets 1-1360 live and 40 total load. �- BC 62 -0.87 15.13 v 10 I.Iv: rte Se eenj SUO2 See DWG VALTRUSS11 n for valley details. } yeL9Gl�e{3� 1 UQI +_ . C `1 U o 6U31 P00`1�w= NO E„ �TaC3i S T;� rd P.:,� �� t-0 Lj �;anU.9t��e�° �; a• =:1 + a >::.goul �19h�0I9131 !�,:,. - t 0 r C O � - i ��IJIi�JIEr'JT� RE-� UNIT .,.: -P at 0} UL)1E01U[ ; PIl S('llf_ilfa''ltll +9 ;G -•� i - i !.` 9 ' ?� :i' i.,'_ illy n►at1� on shop drawiog during 5'p A0 S ,:e)dy Ga;sa;i , � . : �,,� , ^..n#racior from in l!Oi:Rp specifi- 91 tl1 Q �L..<':t:;r.; ?7 IE�a.406 Ia `.,_. .1 •.t._ , :; i... � " " !:iorrr);live beti( h C %.Ian ;G vv )' in,OI" pue alias s �• .. q Lit :itt • � L J C ©iir"f. t ... . fabr'e =, . � 4psuod 8 ' 5 X 6 ( . `)(0 "4 L� *90 o :'.u% r�i? t, u' _ i�ef:'•Csi•_ , f �. .._. t terrvr.r+i 9� . 0 ed +�oe<a!f :1f if � s 2X4(D1) {I }'• ''`71 `` t ill #I�t F!1r I'I ,<t al 91:� y:- tia 3 1- , 20, „4 4'C ;: i ,'I IC"� • � S+e�.'I. ;IC3it� CI}; �.Ji "ve 4( 1 }O 2X4(1) d ' ° - - nil that Engineers notation on subrr,i #;,I is Rv 1117p1f U =1 W= 6' r flQt to�ie construed as authorization f()r additional woflk or cost. py i DESC. = V16 SEQ = 3985 PLT. TYP. -WAVE FBC/ TP12002 (STD)CgtRT= 1.25(1.25u5(0) QTY =1 TOTAL =1 REV. 7.33.0114.18 SCALE = 0.3750 — WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING R US .9 coR I'. AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS Julius Lee P.E. TC LL 20.0 psf REF PLATE INSTITUTE, 553 D'ONOFRIO DR., SUITE 200, MADISON, W1.63719) FOR SAFETY PRACTICES T-1 '.. PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE License # 34869 TC DL 15.Opsf DATE 08 -11 -2008 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I MPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.Opsf DRWG ■u■ MUM ALPINE ENGNEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, ](ld InQU3tria1 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 10.Ops PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND 1455 SW 4th Avenue Fort Ne s. FL- 34946 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 200A ASTM A6W GR40 GALV. STEEL TOT.LD. 55.0pSf O/A LEN. 16 Pliw1C: `: 466 -338.1 TH S E ES GN,OPOSITION APPLY CONNECTORS TO EACH FACE OF TRUSS CONNECTORS PER DRAWINGS 160 A-Z. THE SEA ON THIS DRAWING INDICCAATESD ON Delray Beall FL 334442161 UNLESS OTHERWISE L 5 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR.FAC. 1.25 JOB #: 80498 Fxx: ( 7 7 - 721 466- 1 1129 DESIGN SHOWN. THE SUITABWIY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE VAL IS THE RESPONSIBILITY OF THE BUI DING DESIGNER PER ANSI/TPI 1 -1995 SECTION 2. z IMPORTANT NOTES . 0ME ACK CHARGE r ROVAL FROM A REPRESENTATIVE OF TJ TRUSS CORP. } � � � - TJTAUSSPROYMF .68TANDARDIRUB8707RU89 CONNSO IONB.ALL STRAPSAND UPL r TGMOMINS TO FIAT OBL> Hi% BEAMILWAIS AND MXS ARE SUPPUEM BYTHE MOM DRAWN WAt1.SARE BEARING UNLESS 12 _ OD ED �iWISENOT.ALL UNDERFRA ING OF DROPPED OCT 3 V 23 8 CMJNOBANDFPB &IFRAAIINO (WSP�ILDELLWOSIS PITCH BYBIBI.DER. OA HGTABOYE BEAM TJTRUSBONDTIIPONSTLEF 'ORAR IO T / � OF11M ROOF UMM SEE BM 1.0 GUI PERIiA1L3R J TRUSS INFO er'�"+ BR 8EEBC i BY e ���. -..--.- .�.��o - BRK7NO REOUBLBf BY THE NDNOTUALTWMSIWEB COMPRESSION M WRBffi DUE TDGRAV RYORWWD LOADS AND BHOU LD NOT EE CONFUSED W f TH'M1M ® R BWKMIO RECKAREM :NTSOFTHEBUBDWGSTRLICIUI� O 1 �' ■ '� • - N ,N,/ MIDSHALLS ED BYBUG.DER. CANT: TJTRUS TSET ❑ THEIIVIDUA BERYEHiTMS SERINOPLANAND Miami Shares Villa e E� l NDABBn°L DRAW N6 wGL T aa: tv . DONOTCUTORALTERANYTRUSB VA HOUI' CONSMTAIOAREPRESBUATNEOFTJTRUSS /�TP"1VYCV SM NYPART UTSORO TRUSS BNS OSTOFT 8Y DATA I I A6 �! • � � DES AND OFTHE _ v TRUBB.NOBN RITIN T ITRUSS sauARECUr 8 O OVEWiANO OVERHANG COW.F AauREr ®INW OSrE R ESOL U TION PLUMB CUT c�w.FosmcTtiE RESOtnoNOFa ZONING DEPT g ytt PROBLEM UNTB.AFIEtTIMRDIX'MSHBNS ED ORTHE ' ��4 Nia lEU O!11pp E JJ,' i10!l.I,n [; '� P� .},,�P° s ANfMrEOF�PROB�LEMBYTHECUBIOMERAL) V BLDG DEPT //�'1 !/ d vl 114 ' rn 1JO I } C ��.! ,r � _ THECIM 'fOiDBtINW..LBEARTOOILFBVANCIAL :e C . s » � r rc ' L<. Lf ,� �"' "� � . ❑ VETFBiPROBLEIL Z 4112 ( PROHIDEAND FWALLAYYANDAU .PERMANENT � ( SUBJECT TO COMPLIANCE WITH ALL FEDERAL u ° t?`0 arr = a BR�mt B UNOTRUCT nEB DAREAT LOADT USSES, s TO�AJ COMPONENTSSINA��DANC£ w :Q a�i „e� L�`� � :,L� �Ufif,t.:i: �14� �3 int�cxn �,�� �L� ANm 7OSEEKPR WRNn¢musaFU�uNArm� ca�Nec NY IALIEPAIL) ON iOAmo A U STATE AND COUNTY RULES AND REGULATIONS CA Pu�� QUEBOCaMPR=TOTHEERSQ IONOFIHETRUSS C11 Ao II�! Jl(i;C }ii�: }:? ?t t. 1 ” FLORMADM ODOSSICHSO002COMPUANCENOTE • TISBTRUSSPLACEIWDIAGRAM WASWTCR ATEDBY X C 3 r: ,1 AN PulmvTn ASANDMra TM I!r';'lr , °•'� t° Iran GUWEANDDOESNOTRECUNHASEAL .COMPLETE IO �.N�:�. �.icI.ri�� „Ji:' ;. ti.: ••: :i 1� TWMSETSIKEER ANDANAI.YBMCANSEPOUNDOM AM - 1HETRUSS DESIGN DRAWNGB WIGM MAYBE SEALED 13YTMTRUSSOESMENSOCEOL 12 LOADING CRITERIA 0 - 4 ROOF FLOOR nD A02 !al TCLL: 20 PSF TCLL: 0 PSF RATCLQ MW4r {� TCDL• 16 PSF TCDL• 0 PSF O ( 4r12 A02 6 { iif1 BCLL 10 PSF BCLI_ 0 PSF 1 ul 13ML: 10 PSF BCDL• 0 PSF V- c c' S 1: a iiC a' lf(i!;E�!J X21 ` „� Apt - ti , TOTAL LOAD:65 PSF TOTAL LOAD: 0 PSF DUR. FACTOR:125 OUR FACTOR: IM :L, DESIGN CRITERIA FBCJASCE72002tTP11-02 W / A01 e- A M DIWC�iWt DrYOSURE 1 M.P.H. / a - r-° CI .I I�N61t U� • L {if�L:11JU`r CATEGORY: RES 0 �1 I 1. 14 1'6! a� PT TYPE: MWFRS AM .'.irk P!lalil_I , o I', TYP ENDDEtA 1 IONS: O j / A01 F ?:? PLI %LPIn ` A01 0u” Joj;ui2(d0a i vll `ulJ Ir a 4. v A01 - Pulinip irkuynip dotty uo preu ��!� p APPROV IS NEEDED J \ \ Ap, -p \4) '_ \\ RAT fi�20'4' A01 YOU WILL ACKNOWLEDGE (1) AUTHORIZATION TO BEGIN FABRICATION _ \ A01 (�V� i (�; �i NOW-! c�vER�ICaTroN of DumisloNs t/) AM / y� y p (� M TRUSSES WUL � IN S ACRD RwwGS, ErO Q 412 iV l ! I l i' Sr" Y' CAIWCE WITH THIS LAY0UT1 AM ❑ APPROVED-NO CHANCE m y []APPROVED AS NOTED r cJ3 n' ' Ly O FF 9 i'i d i�9 ,A ❑ REVISE NO FS ffiff 3D VIEW: SIGNED MATE W t:J1 CJ1 CIBJYQtY DATE DELYERYAODRESS: a 4 112 a TRUSS CORP. a INDUSTRIAL 3 260'1 3RD Fr. PMRM FL 34M cf) LS9 ST 3 WALL LEGEND ���9eao ® ® � F TO L (N� 320 -3m Ma e mss a W— s E 20=0' ® e q.9 ".:J.. ��� ® o � T�AtNgT16TI�.b191PF91KBf�6CWYW® ® o � a o .A US i 200$ ® e soap ® S OCY CONSTRUCTION FL Flo NAME NOTES: boo ��ao LUND RES. AS AN AMMON TO AN EXISTING DWELLIM IT 13 MBLIDMary BUILDERS RESPONSIBUY TO VERIFYALL a 9d . 001 NE 96 ST. LAYOUT SCALE ENS EXISTING PITCHES, HEEL HEIGHTS. OVERHANGS, BEARING`S b � ' °R ELEVATIONS & DIMENSIONS IN THE FIELD PRIOR TO ' IAMI -DANE FABRICATION OF THE TRUSS PACKAGE DATE: MOB DRAWN BY: RCA Worksheet ` .a, -, , »➢ Wami Sh ores Village 1OG50 N.E. 2nd avenue Miami Shores FL ---------- t'01000ma W Phone: (305)795 -2204 Fax: (305)766 -8972 Scheduled inspection Date: March 12 2009 Permit 'Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: LUND, KENNETH Work Classification: Tile Job Address: 1001 NE 96 Street Miami Shores, FL 33138- _ Phone Number (714)721 -2270 Parcel Number 113206014374 Project: <NONE> Contractor: JOCY CONSTRUCTION DESIGN CO RP Phone: (954)560 -4398 Building Depar Comments inspector Comments Passed Failed 6,OL) Correction y Ne eded Re- inspection Fee No Add tiona' 'nspections can be scheduled until re- inspectan fee is paid. March 11, 2009 Page 12 of 1S GEOTECHNICAL TESTING LABORATORIES ENVIRONMENTAL DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS -- ROOFING DYNATECH ENGINEERING CORP. CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 .MIAMI, February 6, 2009 PERMIT No. Mr. Fernando Ramirez CLIENT: 30CY CONSTRUCTION: P. O. Box 120925 Fort Lauderdale, FL 33312 PROPERTY ADDRESS: 2 Story Roof Addition Only Q 1001 NE 96 Street Miami Shores, FL 33138 TILE TYPEIATTACHMENT. Flat roof tile polyfoam set Inspected By: PB Testing Equipment Humboldt Scale Model H -4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic. Test No. Test Location Feld UPliit Pull Test Test Result 01-35 Field See Sketch Below > Than 35 LBS Passed 36-43 Caner See Sketch Below > Than 35 LBS Passed 44-57 Perimeter See Sketch Below > Than 35 LBS Passed 58-66 Ridge caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI DADE COUNTY TAS -106 &O.QF SKETCH 44 37 4 5 45 it 6 9 56 7 8 46 12 � 24 22 23 55 13 14 4 21 20 19 to 17 it 2fi 27 84 1s 16 28 33 34 41 4 53 31 4 � 1 3S Shaded area was not tested, 52 2 3 38 5 Sincmvly yours, 3ssam N P.E. MYNA ENGI NE931M G CORP. eg. No. 39584 Special Inspector No. 757 750 West 84 Street, Hialeah, FL 33014 -3618 Phone (305) 828 -7499 Fax (305) 828 -9598 Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL Phone: (305)796-2204 ............... ...... . ... ...................................... . . . . ....... . . ............ ..Fax: (305)756-8972 ...... ............. . . ...... . . .......... . .............. . . ... ca Offiff Scheduled Inspection Date: March 11, 2009 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type:_PW Owner: LUND, KENNETH Work Classification: AdditionfAlteration Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721-2270 Parcel Number 1132060143740 Project: <NONE> Contractor: JM ARCE SERVICE Phone: 305-262-3589 Building Department Comments t. inspector Comments Passed Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 10, 2009 Page 14 of 17 4� @fi 'r ti Ln i i ion Worksheet M 9, Pefr�i shores Village r 10G51 N.E. end Avenue Miami Shores FL ''� rsaiar §is�.•�j '�' Ph r r one: (305}795 -2204 Fax: (305)756 -8972 if Scheduled Inspection Date: March 12, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Nailing Affidavit Owner: LUND, KENNETH Work Classification: Tile Job Address: 1001 NE 96 Street Miami Shores, FIL 33138- Phone Number (714)721 -2270 Parcel Number 113206014374 Project: <: NONE> Contractor: JOCY CONSTRUCTION DESIGN CO RP Phone: (954)560 -4398 Building Depar Comments lei Inspector Comments Passed E] r —� F x Correction � --� Needed Re- inspection !--? Fee No Addition3' Inspections can be scheduled until re-inspect on fee s paid. March 11, 2000 _ _ Page 13 of 15 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ° Phone: (305)795 -2204 Fax: (305)756 -8972 w """11 "S.10-M,,",11"', *WIWI Inspection Date: March 12, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Rough Owner: LUND, KENNETH Work Classification: Addition/Alteration Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project <NONE> Contractor: MESA BROTHERS INC Phone: (305)345 -1974 Building Department Comments Inspector Comments Passed El REVISION FEE UNPAID. Failed / Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 12, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL -2204 Fax: (306)756-8972 Phone: (306)795 4, ----------------------------- -­­-­-­------ ----------------------------------------- ............................ . . -------- ........ W ..... NNW ................ ......... ....... Kxx ......... ......... ... .... .. Scheduled Inspection Date: March 16, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: LUND, KENNETH Work Classification: Tile Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721-2270 Parcel Number 1132060143740 Project: <NONE> Contractor: JOCY CONSTRUCTION & DESIGN CORP Phone: (954)560-4398 Building Department Comments Inspector Comments Passed 7 — p Failed Correction Needed ❑ Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 13, 2009 Page 10 of 17 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (306)795-2204 Fax: (305)756 972 .......................... . ...... ................. ........... ...... ........................ . ....... .......... . ......... . . . ...... ..... . .. ............. .. ................... .... ....... . . . ...... 11" IN Scheduled Inspection Date: April 23, 2009 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Final Owner: LUND, KENNETH Work Classification: Septic Job Address: 1001 NE 96 Street Miami Shores, FL 33138- hone Number (714)721-2270 Parcel Number 1132060143740 Project: <NONE> Contractor: STATEWIDE SEPTIC CONNECTIONS Phone: 305-661-6633 Building Department Comments IUO Inspec Con � ents Passed Ed Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 22, 2009 Page 26 of 28 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (306)795-2204 Fax: (305)756-8972 ............. .. .............................. . .. ... . ....... . ........... . .. . ......... . . .............. ....... ....... ..................... . .... . ... . ....... . . .................... . . - -------- - ---- W Scheduled Inspection Date: April 23, 2009 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Final Owner: LUND, KENNETH Work Classification: Gas Job Address: 1001 NE 96 street Miami Shores, FL 33138- UMMOW Phone Number (714)721-2270 Parcel Number 1132060143740 Project: <NONE> Contractor: NOVO & SONS, INC Phone: (306)444-7177 Building Department Comments X3 Inspector Co ments Passed Ee U1 11 Failed El Correction Needed ❑ Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 22, 2009 Page 3 of 28 peci lon W f Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL _.- Phone, 105)7 Fax: (305)756 -8972 1 - 0. h.� :}?i 4::'.;' j.. �;: rh � �r:'{:'? f:: �' isi::1 �2:: i: �;: jti•$::::$:•': i:: ii :'s, :: :ti.::: }:<::•r {:2'r,•:i;:j •: Scheduled Inspection Date: April 23, 2009 Permit Type: Demolition Inspector: Bruhn, Norman Inspection Type: Final Owner: LUND, KENNETH Work Classification: Building Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 113206014374 Project: <NONE> Contractor: JOCY CONSTRUCTION & DESIGN CO RP Phone: (954 )560 -4398 Building Department Comments P� 2 4 PAID inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 22, 2009 Page 27 of 28 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 411111 75204 Fax: (322" b ..................... -------- Phone: (306)9-2 05)756-897 ......... . ...................... ............ . . .............. . .......... - . ........ ..... ...... . . .. . . ............. .... ...... W Scheduled Inspection Date: April 23, 2009 Permit oof Inspector: Rodriguez, Jorge Inspection Type: purl Owner: LUND, KENNETH Work Classification: Tile Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Qtwww�rhone Number (714)721-2270 Parcel Number 1132060143740 Project: <NONE> Contractor: JOCY CONSTRUCTION & DESIGN CORP Phone: (954)560-4398 Building Department Comments POD Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-87343. MISSING AFFIDAVIT A Z3� ©� Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 22, 2009 Page 12 of 28 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 M R M TM 10 � . Scheduled Inspection Date: April 09, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: LUND, KENNETH Work Classification: Tile Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Contractor: JOCY CONSTRUCTION & DESIGN CO RP Phone: (954)560 -4398 Building Department Comments APR 13 Inspector Comments Passed ❑ CREATED AS REINSPECTION FOR INSP - 87342. REPLACE BROKEN TILES. CLEAN UP WEST SECTION TO INSPECT CRICKET. �G ©A��G. KC) Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 08, 2009 Page 7 of 42 e"! Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Nurnber:IINSP- 1032'78 PImmit Ntlain b)w. EL )&110) Scheduled Inspection Date: April 10, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: LUND, KENNETH Work Classification: Addition/Alteration Job Address: 1001 NE 96 Street Miami Shores, FL 33138 - Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Contractor: MESA BROTHERS INC Phone: (305)345 -1974 Building Department Comments R Inspector Comments Passed El CREATED AS REINSPECTION FOR INSP- 86338. CC Failed 111 a _1PA4 Y Correction Needed Re- Inspection a Fee No Additional Inspections can be scheduled until re- inspection fee is paid. A_-II nn onnn Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL _ Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP46837 Permit. Number: PL -6 -08 -1080 Scheduled Inspection Date: April 10, 2009 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Final Owner: LuND, KENNETH Work Classification: Addition /Alteration Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Contractor: NOVO & SONS, INC Phone: (305)444 -7177 Building Department Comments Ile U e 1 ector o ent Passed Failed Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. A--:I AA OAAA 0--- Is Inspection Worksheet a Miami Shores Village ■ w 10050 N.E. 2nd Avenue Miami Shores, FL phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I'NSP- 101032' Permit; ` , � �ber: PL-1 2 M- 2073 Scheduled Inspection Date: April 10, 2009 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Press Test Owner: LUND, KENNETH Work Classification: Gas Job Address: 1001 NE 96 Street Miami Shores, FL 33138 - Phone Number (714)721 -2270 Parcel Number 1132060143740 Project: <NONE> Contractor: NOVO & SONS, INC Phone: (305)444 -7177 Building Department Comments (nspec)t I rMen Passed Failed E:1 Correction ❑ Needed Re- Inspection a Fee No Additional Inspections can be scheduled until re- inspection fee is paid. A..../1 An '$Ant 0...... A ..i eft OIL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FIL Phone: (305)795 -2204 Fax: (305)756 -8972 ..... . ........... .... . ......... . . ..... . ......... .. — --------- --__ W - --------- Inspection Date: March 27, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: LUND, KENNETH Work Classification: Tile Job Address: 1001 NE 96 Street Miami Shores, FL 33138- Phone Number (714)721-2270 Parcel Number 1132060143740 Project: <NONE> Contractor: JOCY CONSTRUCTION & DESIGN CORP Phone: (954)660-4398 Building Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-1 08609. NEED LADDER TO El DO INSPECTION JR 03/16/09 Failed Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 26, 2009 Page 1 of 1 Miami Shores Village '"06 = { Building Department, 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 F, Y.- _o__o__ Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PermitNo. 6 )O PERMIT APPLICATION Master Permit No 12C © 8 4 33 FBC 2004 i Permit Type (circle): wilding Z Roof ( t4- 7Z Owner's Name (Fee Simple i eholder) u �l'Q L �t�t� Phone Owner's Address tco m i l�fi `,6 SVe� City (` C. e W oNe � State �� Zip 3 Tenant/lessee Name Phone # Job Address (where the work is being done) t 00 SAVee_ City Miami Shores Village County Miami -Dade Zip 3� FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name loc-n ew4�mv c4 g_j )6 Phone # c tsq S6 o 4 13 Contractor's Address >53411 S W 9 o S4 City S:gA I "Q !ja A} f State f'• L Zip 3 33 Qualifier Name VIX5 A GAM. &Li ! Phone # ?�c>S c (846 QRS1 State Certificate or Registration No. A c 'f Certificate of Competency No. 1.12 C) C-xs Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 2 S cS c7 Square J Linear Footage Of Work: C7 C', yrr ri Type of Work: ❑Addition ❑Alteration []New ❑ Repair/Replace A Demolition Describe Work: 17 z:A G Ak Nf,%.j C-i tj AVS �x�x���x ��� ������x�x�����������x�x��x�����x���x� ��������x������x��������x�x�������x��� Submittal Fee $ XJ Permit Fee $ S / CCF $ [• V CO /CC An Notary $ Training/Education Fee $ 010 Technology Fee $ • �� �_ Scanning $ (F Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ M7. See Reverse side -� I Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has', commenced prior to the issuance of a permit and that all work will be ; performed to meet the standards of all laws regulatinig'' construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING; SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIRLtONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify, that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. • As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant mush promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person'; whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site. for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not p oved and a reinspection f will be charged. Signature Signature Owner or Agent Contractor The for oin " instrument was ac owledg fore this The fore ing instrument was ackn ledged ore me thi day, 20K,, by `C/ , day of UV > 20%( by w D is personally known tome or who has produced T1 who is personallVnown to me or who has produced (' U u As identification and who did take an oath. X ` 7 as identification and who did take oath. w N TAR PUBLIC: �� �, NOTARY PUBLIC: ' d o ir, L. .16" (P) Sign:'> Sign: Print: ����� Print: My Commission Expires: y � ° My Commission Expires: ® �a• ° " "o APPLICATION APPROVED BY: 5 0 . Plans Examiner Engineer (Revised 07 /10/07) �... Miami SVillage - .�:::.� •. hores .. F ::::' ::u: Oiii': ' :•: •iiiiy::....}.: : :::: :::::::::::v:::v :: ;:viiiiiiiiii is iOiiiiiiiiiiiiiii :- ii.......... -. y,��{ y�•.y� �.' __ }/ 1 f• t 10050 N. E. 2nd Avenue t t Miami Shores _�. FL 33138 -0000 4 . P hone : U .1 ne ( 305)795-2204 M� , I . i3�tA Exp iration: 1 Project Address ..._ Parcel Number Applicant ._. ... ............................ .... .... ........ 1001 NE 96 Street 1132060143740 Miami Shores, FL 33138 Block: Lot: KENNETH LUND 5 Owner Igf9[ rr! r1> f4t1 ........................... ............................... Address Phonell .............................. ................................................................... .................... ................................................... Ce ........... KENNETH LUND 1001 NE 96 Street (714)721 -2270 O_ MIAMI SHORES FL 33138 ... ........... a.X.......... ......... :::•:: s: .Y...•,.%:... ❖.•:.•: ❖.p.C,....' Yiaiyq:Y.•...;e�• .:. ....:..... ...........:,•xn:.:.v... .ems...... ....:.en. ....:.....,.,. ........................................................ ............................... Contractor(s) Phone Cell Phone ;Valuation: $ 2,500.00 JOCY CONSTRUCTION 8< DESIGN CO {954 }560 -4398 Total Sq Feet: 450 Type of Demo: Building Available Inspections: Additional Info: Inspection Type: Classification: Residential Final Fees Due Amount Total Amt Paid Amt Due CCF$1.60 :............................. Education Surcharge $0.60 $ 0.00 $ 0.00 $ 0.00 Notary Fee $5.00 cezzzzzzxzzxr<szxz `::: Permit Fee $150.00 Payment Type: Scanning Fee $6,00 Technology Fee $3,75 Total: $167.15 JUN ®OJ Oki In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning . Futhermore , I authorize the above -named contractor to do the work stated June 06, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Friday, June 6, 2008 1 Miami Shores Village 0 Building Department V_ _ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 QY " " "i " °®' ""_ ....... _ ..,,. _ Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING I6, n1or - 9 Vs Permit N 4 vc PERMIT APtLICATION ,��p Master Permit FBC 2004 Permit Type Electrical � Owner's Name (Fee Simple Titleholder) j I/�,e(, Ue- ` ``k ZC)( Phone # Owner's Address l O 0 ( S�fi City (� C ICAX?, Stat Zip ' S ' S (3 F Tenant /Lessee Name Phone # E -MAIL: Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name �� �f�S ` Phone # 106 0Y6 Z y Z Contractor's Address ` r f c ,J O 3 �� L City /I/�:ay,�¢" State Ft Zip 351615 Q ualifier Name Q ,�� u l � .c=ue. Phone # State Certificate or Registration No. CC / 3G©! 9 ?'y Certificate of Competency No. E -MAIL: Architect /Enginee'' applicable) Phone # Value of W ermit $ •f d Square / Linear Footage Of Work: Type of Addition ❑Alteration ❑New ❑ Re air /Re ace /p p El Demolition Descri e rlc.�r v�'SiA a . �� o CAc� L U� i:xa;x�i: *xr.xr.r. xic rxr.i:xxxxr.i:ica : r.rr.r, *r,xxxxxie is Fee$i:x':r.rr.r.xxxr.i:r.i:r. is ie r. icxxi:i: is r.xxx xr, r. x9: x>: rxxxxicxxic Submittal Fee $ Permit Fee $ % }'„S i CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of'a. building permit with an estimated value exceeding $2500, the applicant must promise in good,faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site . for the first inspection ich occurs seven (7) days after the building permit is issued. In the absence of'such posted notice, the inspection will approv and a reinsp ti fee will be charged Signat Signat Owner or Agent Contractor The foregoing instrument was acknowledged before me this � � The foregoing instrument was acknowledged before me this � day of c 20 by 4`CPr✓r e: G Zroj It day of �Dea/-..,z-,,P,- 2006 ' by 'A�4�q who is ers r who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTAR PUBLIC: NOTARY PUBLIC: Sign: ANDOVAL Print: - MY COMMISSION # DD 7 ember 30,�ti' Bonded Thor Note My Commission Expires: t� ?o 'RS "^�'' " omission Expires: >. rrr> r>: xrxYYrxYrrrx�rrrrYxrxxxrxrrTx>. rrrrrYxrxxrrxrrrrxrrx>: xrxxxrxrrYrrxxrx>: xrrrxxxxrxn�xrx•:xr,:x>:x,:rxrx >:::Yrr c APPLICATION APPROVED BY I Plans Examiner Engineer Zoning (Revised 02 /08/06) 4 Page 1 of 1 Tenninalsfor oonneoting Glass 2 Pccessory Gongola or Control Units (note 7) Neutral from distribution panel Neutral 4 N Distrbugon panel Input power hot from distribution panel Hot GUWIREONLY 1 2 L ent 8W Hot 0 1 Load 3 Power to zone 3 load - Load 2 Power to zone 2 load Zone 2 + Wire Per NT 18 instnactiorrs Loed 1 Pourer to zone 1 load Zone 1 "O ll ing Hi -lame ent dimming 6 (round from distribution panel o -: RJR- 3CI0'3- Wiring Diagram ...... BY--------------- - - - - -- • • ••••• •• ••• •••• •••••• • • • P E RM IT IT s Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT To COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS h4: / /www.lutron.com/CMS400/ assets /Ll� 09 6 � / �� 7 � 9 U �l ��M AA86c - -f00d- 4845 -a6... 12/30/2008 Page 1 of 1 one 2 Zone 1 Zone 2 Zone 1 ne 4 CU WIRE ONLY Zone 3 Zone 4 GU WIRE ONLY Zone 3 ne 6 Zone 6 Zones Zone 6 SW ot2 Cless2 SW Hot 1 SW Hot 2 C� 2 SW Hot 1 �2 1 2 3 4 Hot Hot2 1 2 3 4 Hot SSA Nadrd M N." 2 #18AWQ - twisted pair To ad&tionW Oxta'ol Units (Max. 8 Control Units mteroonnedec inaSystem) OW 1 tt18AWG �--►. GRARK Eye ntrol Unit Interconnection Diagram for (WIL dtipdetoptrol• .. . Units in a System (8 maximums •••:•. •. 0.000. ...... . . 0000 0000.. ,,tt 0000 0000 ... •. �N 0000.. 0000 . A t( . 0000. .0 •. . . 0000 . 0.. 000 0000.. • . 0000 • • 0000.. • . 0000 0 0 0 0 •.0000 00 0 .. . • • • .o • • http: t /www.lutron.com/CMS400 /assets 0 916 �66� 99/11799//eSf7l 7d- d801- 4b31 -81... 12/30/2008 h r t fllk Miami Shores Village p 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 y 4 Phone: (305)795- 2204�� 9H „ „ iz�► a l Expiration: 1 2/2212008 Project Address Parcel Number Applicant 1001 NE 96 Street 1132060143740 KENNETH LUND Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell KENNETH LUND 1001 NE 96 Street (714)721 -2270 MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone $ 14 , 0 00.00 MESA BROTHERS INC (305)345 -1974 Valuation: Total Sq Feet: 0 Type of Work: ELECTRICAL Available Inspections: Additional Info: ADDITION Inspection Typ Classification: Residential Final Alteration Relocation underground Rough Fire Alarm Meter Box Service Change W. W. Fees Due Amount Total Amt Paid Amt Due CCF $8.40 Education Surcharge $2.80 $ 444.70 $ 44430 $ 0.00 Permit Fee - New Construction $420.00 Scanning Fee $3.00 Payment Type: Credit Card Technology Fee $10.50 Total: $444.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. in accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable taws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 25, 2008 Authorized Signature: Owner / Applicant J Contractor J Agent Date Building Department Copy Wednesday, June 25, 2008 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit N o. ,: Q - 6 — jQ6( PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type Electrical Owner's Name (Fee Simple Titleholder) Keh L.,V V"eA Phone # l ` - � � r Owner's Address j f 00 1 6 sY City 1WCeM6i SI/W Y S State C- Zip Tenant /Lessee Name // 0 Phone # E- MAIL: K 1 UU-A -C� 8� Job Address (where the work is being done) 00 1 t�4i 6 S-'r City Miami Shores Village County Miami -Dade Zip S FOLIO / PARCEL # Is Building Historically Designated YES NO ✓ Contractor's Company Name kXesc, F3 ro 5 Phone # 015-- 1 3- 0-2— Contractor's A dress City State Zip Qualifier Narne Phone State Certificate or .Registration No. ,!5 Certificate of Competency No. 3 E -MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ y , Vo 1D. Square / Linear Footage Of Work: Type of Work: Addition `` []Alteration []New ❑ Repair /Replace ❑ Demolition Describe Work: �Lev►nrD D! i)�g t� �j�jr r,}t�� ,rtA o e-C3 z e c a- Submittal Fee $ Permit Fee CCF $ CO /CC Notary $ Training /Education Fee $ 2 • Technology Fee $ 1 Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City i T"' �' State Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good,faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencgmeat_erzust be posted at the job site for the first inspection whit occurs seven (7) days a r he building permit is issued the absence o ch posted notice, the inspection will no ed an a einspection fe )i re charged.. -' Signature Signature Owner or Agent Contractor 1 MSS ck The for oing instrument was ac nowledged efore m this The fore ng instrument was acknowledged before me this�w day of� ,J O 20 by day of 200y, by /h'o is personally known to me or who has produced w is personally known to me or who has produced (1 "0 V �� As identification and who did take an oath. as identific ' n and who did take an oath. OTAR PUBLIC: NOTARY P L Sign: Ff � y��;� ® Sign: " Jky poe �% LUIS FERNANDEZ & My COMMISSIeN # DD Print: ���' N' ®� �� �'� Print: * EXPIRES: November 7, 2008 E u 4 p� 41 o e Bonded hru ge otary ery ces My Commission Expires: G o4o 5 _ My Commission Ex rres: °KF F�: is i[]C'rfYK %'iC lC �i: ]: #XiY''Kit]�Y)FY %X�iC X�C iF ac X'i: >.''K�)F )L'i:FY % Y.TT T ifY XYXi: %X)C�YYYX % *''KYYi:'%iC i:XY�:Y %Y %Y'iC iC i:ft'1C :E iC ]: ]: 1[YY % %tL%%Y'n is iF i:Y I , � I IIIn 1 � ,, l � APPLICATION APPROVED ° - %'Y�.r" Plans Examiner Engineer Zoning (Revised 02 /08/06) • U.S. DEPARTMENT OF HOMELAND SECURITY ELk_VJkTJ0NM_ RT1f?1CATE 211345 OMB No. 1660-0008 Federal Emergency Management Agency • • so* • • • • • i • Expires February 28, 2009 National Flood Insurance Program Important Read the instructions on pages 1 SX j! N A 7 :PR©PERTY INF09MATION Al. Building Owner's Name i i • i • i • • • i i • • • \ Lund A2. Building Street Address (induding Apt., Unit, Suite, and/or Bldg. No.) or P.C. Route dnd Bdk No. 1001 N.E. 96th Street ZIP Code Miami Shores ••• ••• � • • J10. ' A3. Property Description (Lot and Block Numbers, Tax ParcelaNumber,.Lega on, err) Lots 17 & 18, Block 82, M ?AMA• SUP ' .'C'I'.LOWNO. 3, P B 10, PG 37, MIAMI- __DAD A4. Building Use (e.g., Residential, Non - Residential, A)dition, Accessory, etc.) RESIDENTIAL COUNTY A5. Latitude/Longitude: Lat. 25" - 1 S'�o 6 iV Long. epa ,lam Horizontal Datum: ❑ NAD 1927 ®NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number_ ___ A8. For a building with a crawl space or enclosure(s), provide: A9. For. a building with an attached garage; provide: a) Square footage of crawl space or enclosure(s) ' sq ft a) Square footage of attached garage - 0­7 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings In the attached garage enclosure(s) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade C) Total net area of flood openings In A8.b sq in c) Total net area of flood openings in A9.b --a sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Miami Shores /120652 Miami -Dade Florida B4. Map/Panel Number B5. Suffix I B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date EffediveJRevisad Data Zone(s) AO, use base flood depth) 12025CO093 J 7 -17 -95 3 -2 -94 1 X Not Available B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item B9. [] FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE In Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located Ina Coastal Banter Resources System (CBRS) area or Otherwise Protected Area (OPA)? El Yes No Designation Date CBRS n OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ® Building Under Construction* U9 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, ARIA1 A30, ARIAH, ARIAO. Complete Items C2.a -g below according to the bt1jiding diagram specified, in It m A7. Benchmark Utilized 6 Z - �/'� / `�'� Cow+sif Ver Datum N.G.V.D. 1929 Conversion/Comments �Check the measurement used. a) Top of bottom floor pnduding basement, crawl space, or enclosure floor) feet ❑ meters (Puerto Rico only) b) Top of the next higher floor feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) _0 feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) ff 7 feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building ❑ feet [] meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) feet [] meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best etTorts to interpret the data avagable. I understand that any false statement may be punishable by fine or imphsonrcent under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. PLAC SE Certifier's Name License Number ER A FRANCISCO F. FAJARDO #4767 7190 Company Name PROFESSIONAL SURVEYOR &MAPPER LANNES AND GARCIA, INC. Address City State ZIP Code 359 ALCAZAR AVENUE CORAL GABLES, VT,QRTDA 31134 Signature , Date _�4, 3051e666 -7909 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the correspondlig informat6oarfro S tioo A. Building Street Address (including Apt., Unit, Suite, and/or Bldg .)er P.O. Rlaft *Mdk No.', 1001 N.E. 96th Street City State • • • • . • ZIP Code Miami Shores, A p prt4a .. • SECTION D - SURVEYOR, rAGIILE R, OR AR(!1-IITE(tr CQt73FICATION (CONTINUED) Copy both sides of this Elev C for (1) cormunity'otficiaT, (2) insurance agentkompany, a (3) bu owner. Comments Signature Date 2,0.0 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate Is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items EI -E4,, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). _ ❑ feet ❑ meters 11 above or El below the HAG. a) Top of bottom floor (including basement, crawl space, or enclosure) is b) Top of bottom floor (including basement, crawl space, or enclosure) Is — ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Secfi91LA Items 8 # /or 9 (see @age. 8 of instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ ❑ feet L,J meters LJ above or LJ below the HAG. E3. Attached garage (top of slab) Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is _ ❑ feet ❑ meters 0 above or ❑ below the HAG. E5. Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community4ssued BFE) or Zone AO must sign here. The statements in SaWons A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Cale Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The Information In Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community-Issued BFE) or Zone AO. G3. ❑ The following information (items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been Issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or On Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here If attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Jose L. Guzman P.E. i 16581 SW 64` Terrace, Miami, F133193 T. 786.338.1082 F. 305.387.1829 E -mail: Jguzmanalba @aol.com I December 15, 2008 Miami shores Bldg Department 389 NE 99th St Miami Shores, FL 33138 Attn: Norman Bruhn Building Director Dear Mr. Bruhn: , In response to your comments on the incorrect installation of the roof truss straps on the LUND residence located at 1001 NE 96 street in the village of Miami Shores (permit RL08 -433), please see the attached detail for the new truss straps which are currently being installed to correct the faulty installation of the previous truss straps. Also, attached please find the product approval for the specified straps as well as a detailed drawing for the installation of the straps. In response to your request for new calculations for these straps, please see attached calculation and new lateral support between girder truss to carry lateral load parallel to wall. With regards to your inspection comments on the area above the concrete door frame of the kitchen panty which was cut to allow for a drain pipe, please note that the cut was made below the tie beam and did not the structural integrity of the tie beam or the nearby column. No structural reinforcement or modification is required. With regards to your inspection comment on the concrete beam that was cut above the electrical panel in the laundry room, please note that this beam is in fact a door lintel and not a tie beam and the cut did not affect the structural integrity of the house. No structural reinforcement or modification is required. With regards to your inspection comment on the grade beam with exposed rebar between the living room and the dining room, I have requested that the general contractor encase the exposed rebar in concrete to complete the grade beam and this work has been performed. With regards to any exposed rebar in the tie beams that were cut throughout the house as part of approved demolition, I have instructed to General contractor to clean and seal any exposed rebar to avoid rust. I hope this addresses all your concerns on the Lund residence. B t Regards J �6 J Luis Guzman PE�( N. 56138 f j i cs JOSE L. GUZMAN PE. JOB 16581 SEW 64 TERRACES SHEET NO. OF MIAMI, FLORIDA CALCULATED BY DATE PHONE (786) 3381082 FL. 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I.. . ... ...... .. .i............... . . ........... ........ .... .............. ............ ......... . .. ss ........... .. ............ ............. ............. . .... ...... ............. ........... . ........ .... .. I ..... ........ .............. ........... ............ . ........ .. ............. ..... . ...... .............. ...... ....... . .... ............. ............. . .......... ............. ............. ........... ............. ... .... .. . ......... ... ... .. ........ 12/15/2008 WIND02 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Description: PALMAS3 Analysis by: JLG User Input Data Calculated Parameters Structure Type Building Importance Factor 1 Basic Wind Speed (u) 146 mph Hurricane Prone Region (v >900 mph) Struc Category (1, II, 111, or IV) _II Table 6 -2 Values Exposure (B, C, or D) C pha = 9.500 Struc Nat Frequency (n1) 1 Hz zg 1 900.000 Slope o f Roof 4.0 :12 Slope of Roof (Theta) 18.4 Deg Type of Roof Gabled i (Directonality Factor) 0.85 Eave Height . (Eht) 20.60 ft Ridge Height (Wit) 24.00 ft Mean R oof Hei ht Ht 22.00 ft — - Width Perp To Wind Dir (B) 64.00 ft At 0.105 Width Paral. To Wind Dir L 62.00 ft Bt = 1.000 Bm = 0.650 Calculated Parameters Cc = 0.20 Type of Structure 1= 500.00 ft Height/L Ho riz o ntal Dim 0. 35_ [Z t = _ — _ 0.200 _ Flexible Structure No 15.0 0 ft Gust Factor Category 1: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Fre q > 1 Hz) use 0.85 1 0.85 Gust Factor Category 11: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft Izm Cc * (331z) ^0.167 _ 0.2281 Lim I* zm/33 ^Epsilon 427.06 ft Q (1J 1 +0.63 *( Min {B,L +Ht) /Lzm ^0.63 ^0.5 0.9031 GUSt2 0.925%1 11 +1.7 *3.4 *Izm 0.8740 Gust Factor Summa G ISince this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Copyright 2005 www.mecaenterpdses.com Page No. 1 of 5 12/15/2008 WIND02 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Fin 6-6 Internal Pressure Coefficients for Buildinas, GcPI Condition Gc i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Copyright 2005 www.mecaenterprises.com Page No. 2 of 5 12/15/2008 WIND02 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 6.6.12.2.1 Design Wind Pressure - Buildings of All Heights Elev Kz Kzt qz Pressure IbKt ^2 Windward Wall* 0 lb/ft-2 +GCpi -GCpi 24 0.94 1.00 43.47 21.88 37.24 22 0.92 1.00 42.68 21.34 36.71 20.6 0.91 1.00 42.09 20.94 36.31 20 0.90 1.00 41.83 20.76 36.13 15 0.85 1.00 39.37 19.09 34.46 Figure 6-6 - External Pressure Coefficients, CP Loads on Main Wind -Force Resisting Systems Method 2) nThetd z L I L Variable Formula Value Units Kh 2.01 * (HV "(2 /Alpha) 0. 92 Kht Topographic factor (Fig 6 1.00 Qh .00256* ^2 *1 *Kh *Kht *Kd 42.68 sf Khcc Comp & Clad: Table 6-3 Case 1 0.92 Qhcc .00256*V ^2 *I *Khcc *Kht *Kd 42.68 sf Wall Pressure Coefficients, Cp Copyright 2005 wrww.mecaenterpdses.com Page No. 3 of 5 12/15/2008 WIND02 v2 -06 Detailed Wind Load Design Method 2 per ASCE 7 -02 Surface C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 Roof Pressure Coefficients, Cp Roof Areas . ft.) - Reduction Factor 1 1.00 Calculations for Wind Normal to 64 ft Face Cp Pressure (psf) A dditional Runs may be req d for other wind directions +GCpi - GCpi Leeward Walls (Wind Dir Normal to 64 ft wall) -0.50 -25.82 -10.46 Leeward Walls (Wind Dir Normal to 62 ft wall) -0.49 -25.59 -10.22 Side Walls -0.70 -33.08 -17.71 Roof - Wind Normal to Ride heta > =10 - for Wind Normal to 64 ft face Windward - Min Cp -0.42 -22.83 -7.47 Windward - Max Cp 0.06 -5.65 9.72 Leeward Normal to Ridge -0.57 -28.31 -12.95 Overhang Top (Windward) -0.42 -15.15 -15.15 Overhang Top (Leeward) -0.57 -20.63 -20.63 Overhang Bottom (Applicable on Windward only) 0.80 28.62 28.62 Roof - Wind Parallel to Ridge All Theta - for Wind Normal to 62 ft face Dist from Windward Edge: 0 ft to 44 ft - Max Cp -0.18 -14.21 1.15 Dist from Windward Edge: 0 ft to 11 ft - Min Cp -0.90 -40.33 -24.97 Dist from Windward Edge: 11 ft to 22 ft - Min Cp -0.90 -40.33 -24.97 Dist from Windward Edge: 22 ft to 44 ft - Min Cp -0.50 -25.82 -10.46 Dist from Windward Edge: > 44 ft -0.30 -18.57 -3.20 * Horizontal distance from windward edge Flame 6 -11 - External Pressure Coefficients, GCt) Loads on Components and Cladding for Buildings w/ Ht <= 60 ft - ' 2-1 i -- , - -- j-� Ht 5 2, 1 .2 Copyright 2005 www.mecaenterpdses.com Page No. 4 of 5 12/15/2008 WIND02 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 4 5 1 a a a as Gabled Roof 7 < Theta: <= 45 a = 6.2 =_> 6.20 ft Double Click on any data entry line to receive a ielp Screen Component width Span Area Zone GCp Wind Press (14W (ft) wall 2nd flo (ft) 40 .33 4 0.89 -0.9 Max .80 -50.07 - - - - - -- - - - -- - — -- - - - - - -- - -- - - — -- - - -- 40.33 5 0.89 -1.19 45.80 -58.31 Note: " Enter Zone 1 through 5, or 1 H through 3H for overhangs. Copyright 2005 www.mecaenterprises.com Page No. 5 of 5 r WOOD TRUSSES 24' O.G. e o EXISTING STRAP i i i EXISTING T5 2' x V WOOD FILLER W/ 10d NAILS 6 VOL. EXISTING � USP- LLIGT2 W/ S' CONC. 5LOCK 16 -10d NAILS ON TRUSS 4 WALL 5 -U4' X 31/4' POWER STUD INTO EXISTING T5 MR. KEN LUND NE 96ST STREET MIAMI SHORES DADE FLORIDA SCALE: 3/4'= V -0' JOSE L GUZMAN P.E. 16581 SW 64TH TER. Phone: 305 -387 4591 MIAMI, FLORIDA 33193 00056138 FOR SHEATHING SEE 2" GENERAL STRUCT4"LTO EL» SEE PLAN NSTALL 2" X 8" P.T. WOOD PLATE BT. FOR FASCIA TRUSSES Wl 1 -5Z8" CONC. SCREW AT CENTER INFORMATION TOE NAIL WWOOD _LATE TO TRUSS_(2 -10d NAILS) SEE ARCH. DWG S AND SCHED � 1 -5 8" C C. SCREW AT C TER 8" CMU WALL, I FOR REINF. SEE PLAN SECTION E SCALE 3/4" = 1' -0" e i r MIAMI DADE MLOH -DARE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.mlamldade eov/bufl 1we United Steel Products Co. 14305 Southcross Drive # 200. Burnsville, MN 55306 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. N this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High verity Hurricane Zone of the Florida Building Code. DESCRIPTION: UGTS/LUGT Tie -downs APPROVAL DOCUMENT: Drawing N0.102 -2, titled UGTS SERIES (Uplift Girder Tie down Short) & LUGT2 (Light Uplift Girder Tie down)" sheet 1 & 2, with revision No. 1, dated 04/16/03 & 02107/03, prepared by United Steel Products Company signed and sealed by Robert W. Lutz, PE, bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any Product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 03- 0219.02 and consists of this page 1, evidence page E -1 & approval ddcument mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. r � y NOA No: 07- 0322.15 Expiration Date: June 20, 2012 Approval Date: June 4 2007 Page 1 United Steel Products Com any NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS: 1. Drawings prepared by United Steel Products Company, titled "UGTS SERIES (Uplift Girder Tie down Short)& LUG72 (Light Uplift girder Tie down)", Drawing No. 102 -2, sheets No. 1 & 2, dated 04/16!03 & 02/07 /03 with revision No. 1, signed and sealed by Robert W. Lutz, PE. B. TESTS: (submitted under NOA # 03- 0219.02) Laboratory Report Test Date Engineer. I. Stork 031205 ASTM D1761 12/30/01 J. D. Lee, PE. 2. Stork 031205 ASTM D1761 11/30/01 J. D. Lee, PE. 3. Stork 031205 Revised ASTM D1761 04/18/02 J. D. Lee, PE. 4. Stork 301802- 508833 ASTM D1761 11/19/02' J. D. Lee, PE C. CALCULATION: (submitted under NOA # 03- 0219.02) I. Calculated capacities of UGTS/USC Rafter Ties, pages 1 and 2, dated 01/15/02, prepared by Robert W. Lutz, PE. 2.Calculated capacities of LUGT2 Light Uplift Girder Tie, pages 1 through 3, dated 01/16/02, prepared by Robert W. Lutz, PE. 3. Calculated capacities of UGTS Series Uplift girder Ties, pages 1 through 3, dated 01/31/03 signed and sealed by Robert W. Lutz, PE. D. QUALITY ASSURANCE: I. Miami -Dade County. Building Code Compliance Office. E. STATEMENTS: (submitted under NOA # 03- 0219.02) 1. No- financial interest letter issued by USP Lumber Connectors on 01/18/02 and signed by Robert W. Lutz, PE. 2. No- financial interest letter issued by Twin City Testing Corporation, on 11/30/01, signed by J. D. Lee, PE and notarized by C. L. Jacobson. 3. Code compliance letter, prepared by USP Lumber Connectors on 01 /18 /01,signed and sealed by Robert W. Lutz, PE. 4. Confirmation letter verifying capacity of 3/ Power Wedge Anchor with 5" embedment, prepared by Power Fastener on 07/22/03 and signed by M. Ziegler. S. Confirmation letter verifying letter of Powers Fasteners to United Steel Products, prepared by Stork Twin City Testing Corporation on 07/30/03, signed and sealed by J. D. Lee, PE. F. OTHERS: 1. No change of Product Letter issued by United Steel Products Co., dated March 20, 2007, signed by Robert W. Lutz, P.E. V arlos X Utrera, P.E. uct Control Examiner NOA No 07. 0322.15 Expiration Date: June 20, 2012 E-1 Approval Date: June 28, 2007 CONTINUOUS r 2000 PSI MASONRY REINFORCEMENT J' TIE BEAM (C -90) a REQ BY 2121 -2 -3 FBC b2" �� .: j•HIw" 9' Ito � MINIMUM EDGE r` �, s • • DISTANCE WHEN NO REINFORCING >" " PROVIDED MG 03/4' X 6 1/4' LG. $pA �rssp+ ;;!gI Vi*t B! 0 0 41 P 1� POWERS WEDGE -BOLT *3:ss:'a 9 $P (MINIMUM EMB. = 5') (MANUFACTURED BY POWERS FASTENERS, INC.) 1; 1/8' X 3 1/2' 70XX WELD (TYP) 3!� off& er Kati GENERAL NOTES ALL UGTS PRODUCTS ARE 10 GAUGE MATERIAL. 3 14 i) STEEL SHALL CONFORM 70 ASTM k STRUCTURAL GRADE 33, AND A MINIMUNIMU M GALVINIZED COATING OF G90 OR EQUIVALENT TRUSS /RAFTER PITCH RANGE BETWEEN 4/12 & 8/12 Z lI> 2> FASTENERS ARE COMMON WIRE NAILS UNLESS Il NOTED. FASTENERS SCHEDULE ALLOWABLE so. 1 3) ALLOWABLE LOADS HAVE BEEN z LQADS 23 3 o INCREASED BY A SHORT TERM DURATION 2 FACTOR OF 60X FOR WIND LOAD CONDITION. INCREASE tF DUCT RAFTER/ MASONRY E/ UPLIFT o 1 1/Z 5 4) ALLOWAB E A E ONT HE NATIONAL• 1 uu1)E TRUSS WALL WIDTH 160% 3 FOR DESIGN SPECIFICATIONS FDR WOOD CONSTRUCTION 1 H 2001 EDITION O SOUTHERN YELLOW PINE UGTS3F 0/12 (8) 10c] G (2) 3/4 4 3/4 6390 �` GTS (Ga 0 .55 OR BETTER AND MOISTURE CONTENT OF U 6 192 OR BETTER). ALL TESTS PERFORMED IN UGTS 0/12 <8) lOd C2> 3/4 6 1/2 6390 4F T 3F S ACCORDANCE WITH ASTM D1761. I � UGTS43 4/12 (8) 10d (2) 3/4 4 3/4 6390 UNITED STEEL PRODUCTS COMPANY UGTS44 4/12 (8) 1001 (2) 3/4 6 1/2 6390 703 ROGERS DRIVE, MIWTGXRY, MM. 56069 PHONE (507) 364 - 7333 UGTS53 5/12 (8) 10d (2) 3/4 4 3/4 NAMES 6390 UGTS SERIES UGTS54 5/12 (8) 10d f� (2) 3/4 6 1/2 6390 (UPLIFT GIRDER TIEDOWN SHORT) UGTS63 6/12 (8) loci (2) 3/4 4 3/4 6390 UGTS64 6/12 (8) 10d (2) 3/4 6 1/2 63901 DATE4 /16/03 ROBERT W. LUTZ �4 PROFESSIONAL ENGINEER (STRUCTURAL) UGTS73 7/12 (8) 10d (2) 3/4 4 3/4 6390 FLORIDA REG NCI. 55409 UGTS74 7/12 (8) lo (2) 3/4 6 1/2 6390 SHEETt DRAWING NO.1 REVISION NO. UGTS83 8/12 (8) loci (2) 3/4 4 3/4 6390 1 OF 2 .102 -2 1 MDADE I UG TS84 8/12 (8) lOd_ C2) 3/4 6 1/2 b390 d Il • ° 4 1sd e ® GROUT FILLED CONCRETE BLOCK S (C -90) WITH 2O0OPSI GROUT ° s ' 0 0 e IQ IjA e` °e X16 e e e0 A I6 e t t t 9/j6 1/4 XE3 1/� ) POWER STUD L U G T 2 <MIN. EDGE DIST. 3') <MIN. SPACING 2 112') GENERAL NOTES mss :I!t�s gezt3 1) STEEL SHALL CONFORM TO ASTM A653 FASTENERS SCHEDULE ALLOWABLE LOADS I <�i; wIe STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90. PRrIDUCT 160% �ISi 't's; �2) FASTENERS ARE COMMON WIRE NAILS UNLESS GA RAFTER/ OTHERWISE NOTED. 1E PLATE CONCRETE 7 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL TRUSS L1 L2 UPLIFT • ` DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION LUGT2 14 (16) 1001 (2) 10o1 (5) 1/4' DIA. 1220 460 1850 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF POWER STUD 19% OR LESS) ALL TESTS PERFORMED IN MITES ACCORDANCE WITH ASTM D1761. UNITED STEEL PRODUCTS COMPANY 1) L 1 ARE LEADS APPLIED 703 ROM DRIVE MOJTC>XRY, ft 56069 PHONE (507) 364 -7333 PARALLEL TO BEARING WALL fvi/ NAME, LUGT2 2) L2 ARE LEADS APPLIED f D A IGHT UPLIFT GIRDER TIEDOWN) E 2/7/03 ROBERT W. LUTZ PERPENDICULAR TO BEARING WALL PROFESSIONAL ENGINEER (STRUCTURAL) L ul FLORIDA REG, NO. 55409 3) ALLOWABLE LEADS FOR UPLIFT, SHEET DRAWING NO LI & L2 ARE NOT TO BE COMBINED. Z OF 2 MDADE 102 -02 f f STRUCTURAL CALCULATIONS FOR ADDITION TO RESIDENCE LOCATED AT 1001 NE 96 STREET MIAMI SHORE, FLORIDA M MAR 12 a .. 4opt 9K •••• •••••• ER lq1 ° N1 APPROVED B I DATE ZONING D EPT JOSE L. GUI P.E. B! DG DEPT �g FLORIDA PENo.56138 SUBJECT TO COMPLIA WITH ALL N EDEP.AL March, 2008 STATE AND COUNTY PULES AND REGULATICNS L TABLE OF CONTENT DESIGN REFERENCES DESIGN LOADS 0000 WIND DESIGN . , 0000.. .s •• e•..e• • ROOF DESIGN GRAVIITY AND UPLIF ... ` • • • FOR TRUSSES AND GIRDERS 7�•3•E 8 " "' ••••� •• •• • 0000 SLAB DESIGN 9 :To:38 0 •0.0 . 0 . .. 0000.. MASONRY DESIGN 39 TO 42 0 0 BEAM DESIGN 43 TO 70 DESIGN REFERENCES FLORIDA BUILDING CODE, 2004 EDITION. ASCE 7 -02 MIN. DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES SEVASCE 37-02 DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION ACI 318 -02 (ACI 318R -02) CRSI, 1996 HANDBOOK BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530- 021TMS 402 -02 SPECIFICATION FOR MANSORY STRUCTURES ASC 530.1 /ASCE 6- 02iTM§ 602 - COMMENTARY ON BLDG.CODE REQUIREMENTS FOR MASONRY ST�QtURE$.A„gl 53Q :. 02 /ASCE 5 -02/TMS 402 -02 ...:.. . COMMENTARY ON SPECIFICATION FOR MANSORY STRUCTURES 96f;10.1- i1JASCE 6•••• 02/TM S 602 -02 • • • • • • • • • • .... . ...... "USP" CONNECTORS MANUAL ' •' "HILTI" CONNECTORS MANUAL •••••• NATIONAL DESIGN SPECIFICATIONS FOR WOOD NDS -01 NCMA 2000 CONCRETE MASONRY STRUCTURES MANUAL OF STEEL CONSTRUCTION, 9 TH EDITIONS "ADOSS" SLAB AND BEAM DESIGN COMPUTER PROGRAM PSI DESIGN HANDBOOK EDITION 5 "MATHCAD" COMPUTER PROGRAM DESIGN LOADS: ROOF DEAD LOADS PREFAB WOOD TRUSSES (& 24" 5 PSF 5/8" "CD7C' PLYWOOD DECKING 2 PSF CLAY TILE ROOFING 13 PSF CEILING, MECH., ELECTRICAL 10 PSF TOTAL 30 PSF LIVE LOAD 30 PSF SECOND & THIRD FLOOR DEAD LOADS 6, 7, 8 SLAB 75 88 100 PSF PARTTTIONS 12 PSF • • • • CEILING, MECH, ELECT. 10 PSF : .'. • • • • • • • • • • • • CERAMIC TILE FLOORING 16 PSF " ' . • . ; • 0000.. • .. .. 0000.. TOTAL 113 126 138 PSF •••••• ' ; 0000 0 •••• • 0000.. LIVE LOAD •'•• ' ••••• 0000.. 0000. • • •.•••• STAIRS & TERRACES 100 PSF 0 0 0 0 0 ' ELSEWHERE 0 0 • 40 PSF : ' ; •••• ••••% BALCONIES LESS THAN 100 SFr. 60 PSF . . • • 0000 • • .00000 • •• • .. . • as RI slope 7 < sl <= 27 COMPONENTS AND CLADDING @ HORIZONTAL SURFACE PROJECT KEN LUND Lenght of overhang: L := 1 Zone a:10% min. width, 0.4 h (not less a:= 3 than 4% min width or 3 feet: Height, ft : h:= 23 Gust effect factor. (rigid or flexible structure) Gust := .85 Values for Terrain exposure constants a and zg: Exposure B Exposure C Exposure D Value a =7 Value a =9.5 Value a =11.5 Value zg =1200 Value zg =900 Value zg =700 Terrain exposure a := 9.5 constants a and zg: zg := 900 Topographic factor. Kzt:= 1 •••• . ..i. 0000.. Wind directionality factor: Kd := 1 `•. o • . . 0000. a of . • . "". Importance Factor, l: 1:= 1.0 • 0000.. � • 0000.. Wind Speed, km/h: V:= 146 .' • • •, �; • '0 • 0000 . ..'0. /� 0000.. . . 00:0'0 Dead load opposing uplift p := 1 •0 0 • • ` 000000 forces, Ibs (max 10 Ibs) • • • • Coeff for Wind on Walls and := 1.0 • 0000 and = 0.9 if roof angle < =10 .. 00 . • and =1.0 if roof angle > 10 ' Internal Pressure Coefficient GCpi := .18 for Buildings GCpi Open Buildings +-.00 Part Enclosed Buildings + -.56 Enclosed Buildings +-.18 2 a Kz:= 2.01( h zg Kz = 0.929 2 qz:= 0.00256•Kz•Kzt•Kd•V•1 qz = 50.685 TRUSSES ana<--10 sq.ft. L=5 ft NET UPLIFT zonel, zone 283 and overhang Zone 1 Zone 2 Zone 3 Pjl := qz•( -.9 - GCpi) + p Pj2 = qz -( -1 -7 - GCpt) + p Pj3 := q�-( -2.6 - GCpi) + p Pj 1 = -44.7 Pj2 = -853 Pj3 = -130.9 Zone 18 2 overhang Zone 3 overhang Pjover2 = cp( -21) + p Pjover3 := cp( -3.7) + p Pjover2 -101.5 Pjovm3 = -177.5 TRUSSES area =30 sgJL L =18 it MET UPLIFT zone1, zone 283 and overhang Zone 1 Zone 2 Zone 3 Pjjl := qz-( -.87 - GCpi) + p Pjj2 qz- ( -1 -49- GCpj) + p Pjj3 := q&( -2.35 - GCpi) + p Pjj 1 = -43.2 Pjj2 = -74.6 Pjj3 = -118.2 Zone 1 8 2 overhang Zone 3 overhang Pjjover2 := qz- ( -2.2) + p Pjjover3 := qz-( -3.19) + p Pjjover2 = -101.5 Pjjover3 = -151.7 • • • • • • •••••• •• •• •••••• TRUSSES area =50 sq.ft L =12 ft NET UPLIFT zone 1, zone 283 and ovemjgq: • . • Zone 1 Zone 2 Zone 3 ....' • • • • • ..... Pml := (p( -.83 - GCpi) + p Pm2:= qt( -1.35 - GCpi) + p Pm3 := gz -( -2.18 - c"C"t t :..•:. ..:..' Pm 1 = -41.2 Pm2 = -67.5 Pm3 = -109.6 • • • • • ' • • Zone 1 8 2 overhang Zone 3 overhang : • • • • • Pmover2 := 2.2 ) + p Pmover3 := 2.8 + p ' • ' PmOver2 = -101.5 Pmover3 = -135.5 TRUSSES area>=100 sq.ft. L>17.3 ft NET UPLIFT zone 1, zone 283 and overhang Zone 1 Zone 2 Zone 3 Pgl := clz -( -.8 - GCpi) + p Pg2:= qz -( -1.2 - GCpi) + p Pg3:= qz - - 2.0 - GCpi) + p Pg l = - 39.7 Pg2 = - 59.9 Pg3 = - 100.5 Zone 18 2 overhang Zone 3 overhang Pgover2 := qz- ( -2.2) + p Pgover3 := qz-( -2.5) + p Pgover2 = -101.5 Pgover3 = -116.7 COMPONENT AND CLADDING 14 VERTICAL SURFACES h= 23 qz = 50.685 AREA 10 SQ.FT p 10w45 := gz•(] -md + GCpi) PlOW4 cgs -( -1.1 - CCpi) plOwS = cgs-(- 1.4 -md - GCpi) plOw45 = 59.808 plOw4 _ - b4_876 plOw5 = - 80.082 AREA 20 SQ.FT p20w45 := gz•(.94-md + GCpi) p2Ow4 := qz-(- 1.05 -md - GCpi) p2Ow5 := qz- (- 1.3•md - GCpi) p20w45 = 56.767 p2Ow4 = -62342 p2Ow5 = - 75.013 AREA 30 SQ.FT p30w45 := qz -(.91 - md + GCpt) p3Ow4 := tF-(- 1.02 -md - GCpi) p3Ow5 := qz•(- 1.24.md - GCpi) p30w45 = 55.246 p3Ow4 = - 60.821 p3Ow5 = - 71.972 AREA 50 SQ.FT p50w45 := qz- (.87 -md + GCpi) p5Ow4 := c:.( - -97 - GCpi) p5Ow5 = q6-(- 1.16 -m1- GCpi) p50w45 = 53.219 p5Ow4 = - 58.287 p5Ow5 = - 67.917 AREA 100 SQ.FT 0000 p100w45 := qz- (.82 -md+ GCpt) pl = q2-(- .92•md- GCpt) plOOwS = qz -(;1 U5- md%n4pi) , 00 , 00 plO0w45 = 50.685 p10Ow4 = - 55.753 pt(81w5 = A61;41 •• •• 0000•. 0000•. 0000 . • 0000•. 0000.• AREA ISO SQ.FT 0.00 0.00 0000.. • • 0000• 0000.. •• •• • 0.000• pl50w45 := qz- (.8 -md + GCpi) pl5Ow4 = qz- ( -_9•md - GCO) pl5Ow5 - j (p ; 4 J,0 -md - GVpi) • 0 0 • • 0000 •.•.•s pl50w45 = 49.671 pl5Ow4 = - 54.739 p15Ow5 = � 59.8U8 ',,,,' • • .. • .. , 0000.. AREA 200 SQ.FT p200w45 := qz- (.76 -md + GCpi) p2OGw4 We ( -_Wmd - GCpi) p200w5 = qz- (- .94 -md - GCpi) p200w45 = 47.643 p2OOw4 = - 52.712 p2O0w5 = - 56.767 AREA 500 SQ.FT p500w45 := qz•(.7-md + GCpn) p := qz- ( -_8 -md - GCpa) p5OOw5 := qz- (- .8 -m1- GCpi) p500w45 = 44.602 p5OOw4 = - 49.671 p5OOw5 = - 49.671 Rf slope 7 < sl <= 27 COMPONENTS AND CLAGO94 HORIZONTAL SURFACE PROJECT KEN CI. ND Lenght of L:= I overhang: Zone a:10% min. width, 0.4 h (not less a:= 3 than 4% min width or 3 feet: Height, ft: h:= 23 Gust effect factor. Gust := .85 (rigid or flexible structure) Values for Terrain exposure constants a and zg: Exposure B Exposure C Exposure D Value a =7 Value a =9.5 Value a =11.5 Value zg =1200 Value zg =900 Value zg =700 Terrain exposure a := 9.5 constants a and zg: zg:= 900 Topographic factor. Kzt := 1 •' • • • • ••s• •••ss• Wind directionality factor. Kd :_ .85 • • • • . • 0090•• 0• •. 0000.• Importance Factor, I: 1:= 1.0 000000 •ssss• Wind Speed, kmth: V:= 146 0 99 0 : • • 0000 0 00009 0000.. • Dead load opposing uplift p:= 10 00:00' .. • .. • 0 0 0 0. 0 0.9 0 0 forces, lbs (max 10 lbs) • • • 00.• 0000:. Coeff for Wind on Walls md:= 1.0 • • • • • • • �••• • •• • •ssss• and = 0.9 if roof angle < =10 , • and = 1.0 if roof angle > 10 " Internal Pressure Coefficient GCpi:= .18 for Buildings GCpi Open Buildings +-.00 Part Enclosed Buildings + -.55 Enclosed Buildings +-.18 2 Kz:= 2.01( h h `zg JJ Kz = 0.929 qz:= 0.00256Kz•Kzt•Kd•V .1 qz = 43.082 TRUSSES area< =10 sq.ft. L =5 ft NET UPLIFT zonel, zone 283 and overhang Zone 1 Zone 2 Zone 3 Pj1 := qz-( -.9 - GCp, + p Pj2 := qz-( -1.7 - EJCpi) + p Pj3 := qx -( -2.6 - GCp) + p PjI = -36.5 Pj2 = -71 Pj3 = -109.8 Zone 1.8 2 overhang Zone 3 overhang Pjover2 := qz- ( -2.2) + p Pjover3 cp( -3.7) + p Pjover2 = -84.8 Pjover3 = -1494 TRUSSES area=30 sq.ft. L =10 ft NET UPLIFT zonel, zone 283 and overhang Zone 1 Zone Z Zone 3 Pjj I:= qz -( -.87 - GCpi) + p Pjj2 q&(-1.49 - GCpt) + P Pjj3 = q&(-2.35 - GCp) + p Pjj 1 = -35.2 Pjj2 = -61.9 P!fi3 = - 99 Zone 1 8 2 overhang Zone 3 overhang Pjjover2 := qz•( -2.2) + p Pj over3 := qz•( -3.19) + p Pjjover2 = -84.8 Pjjover3 = -127.4 •..• • • • . TRUSSES an�5g sqA L=1 ft RIFT UPLWr zone 1, z 2563 and ove w- M • • • • • • • • • • • • •••••• Zone 1 Zone Z Zone 3 .... ..... Pml = We ( -.83 - GCp) + p Pmt := qz.( -1.35 - GCp) + p Pm3 := qz.( -2.18 - GGp4,o.p :..•:. .•:..• Pml = -33.5 Pm2 = 55.9 Pm3 = -91.7 • • • • • • • • • • • • • Zone 18 2 overt Zone 3 overhang . Pmover2 := qz•( -2.2) + p Pmover3 := qz•( -2.87) + p •• • Pmover2 = 484,8 Pmover3 = -113.6 TRUSSES area:=108 sq L L>17.3 ft NET UPLWT zo 1, zow 283 and overhang Zone 1 Zone 2 Zone 3 Pgl := qz -( -.8 - GCpi) + p Pg2 := qz•( -1.2 - GCpt) + p Pg3 = qz•( -2.0 - GCpi) + p Pgl = -32.2 Pg2 = -49.5 Pg3 = -83.9 Zone 18 2 overhang Zone 3 overhang Pgover2 := qz- ( -2.2) + p Pgover3 = (p( -2.5) + p Pgover2 = -84.8 Pgover3 = -97.7 COMPONENT AND CLADDING ft VERTICAL SURFACES h = 23 uz = 43.09= AREA 10 SQ.FT pIOw45:= gz•(i•md+ GCpi) plOw4 qz- (- 1.1 -md- GCpc) plOw5:= qz.(- 1.4 -md- OCpi) .uw45 = 50.837 plOw4 = 55. 145 p1Ow5 = - 68.069 AREA 20 SQ.FT p20w45:= gz•(.94.md+ GCpi) p24w4:= qz.(- 1.05 -md - GCpi) p20w5:= qz•(- 1.3•md- GCpi) p20w45 = 48.252 p2Ow4 = - 51991 p2Ow5 = - 63.761 AREA 30 SQ.FT p30w45 := qz- (.91 -md + GCpi) p3Ow4 := qz- (- 1.02•md - GCpi) p30w5 := qz- (- 1.24•md - GCpi) p30w45 = 46.959 p30w4 = - 51.698 p30w5 = - 61.176 AREA 50 SQ.FT p54w45 = gz•(.87•md+ GCpt) p5Ow4.= qz•(- .97 -md- GCpt) p5Ow5 = qt•(- i.16 -m1- GCpi) p50w45 = 45.236 p5Ow4 = - 49.544 p5Ow5 = -57.73 AREA 100 SQ.FT 0000 1 ) 100w45 = qz- (.82•md + GCpi) p1OOw4 := (p(- .92 -md - GCpt) p1 = :•(.- 1,05•� i . • • • • • • p10Ow45 = 43.082 plOOw4 = -47.39 p1OOw5 = ���. 7� 0 ' " ••••:• 0000.. AREA 1 50 SQ.FT 00:00 0000.. 0000 0000.. p l50w45 := gz•(.8•md + GCp# p15Ow4 := (p ( -.9- - GCS pl5Ow5 := yq t+1,*O •md - GCpi) • • • 0000 ....�. p l 50w45 = 42.22 pl5Ow4 = - 46.528 p 150w5 = - j -50."J • • • • • so 0000.. • AREA 200 SQ.FT p200w45 := gz•(.76-md + GCpi) p2OOw4 := g,€•(- .86 -md - pt) p2 .= qz- (-.94 -md - GCpi) p200w45 = 40.497 p200w4 = - 44.805 p2O0w5 = -- 48.252 AREA 500 SQ.FT pj0Ow45 := gz•(.7•md + GCpi) p5OOw4 := qz- ( -.8 -md - px) p5OOw5 := (p(-.8 -md - GCpi) p500w45 = 37.912 p5OOw4 = -42.22 p5OOw5 = -42.22 JOSE L. GUZMAN PE SHFET NO. 16581 SW " TERRACE CALCULATED 8 DATE MIAMI, FLORIDA PHONE 305 338 1082 CHECKED BY DATE PE LIC. 56138 SCALE K*A .... . ... .. . Cal( .. . ........ C4 01;1 ..... .. ... .......... . .... ...... IV. .. ........ .... . ......... J .. ..... ... ......_...... j ........._. .. ...... .... 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OF 16581 SW 64TU TERRACE CALCULATED AK� DATE MIAMI, FLORIDA PHONE 305 338 1082 CHECKED BY- PE LIC. 56138 SCALE L L ..... ...... .. . ......... ... .... .. .......... .. .. .. ...... . . . ............. . . ......... .. ........ . .......... ..... .... ... .. .. . ....... ... ......... .......... ..... ..... . . ...... . . ..... .... .. ............. . ... . . ........ . .. . . .. ........ .. . .... ..... ....... ..... r ... ...... ... ....... . ...... .......... .. .... .. .. ... .............. .. . .. ...... . I . ... ....... ..... .. ...... . ... AIV .. .... .... ........... .......... .. ... ... . . ... ...... ---- . ..... . . ......... .. .... ...... ...... ............ ..... ...... . ........ . . . ..... ........... ....... .. . I ...... ..... ....... . ............ ... .. ............. ...... .. . ........ .. ...... ...... . ... ... .. ...... 0 0 ........... ...... .... 1 J 4 . ..... . . .... ..... ........... g *'.A.*i*. . . ......... . ....... .... ... ... ...... -. g A . ... ......... ......... ... - ... ....... .. - 0 0 .. ......... ....... ... ....... ... .... ... ... ... .. .. .... ... ....... ..... t .. ..... ... . t 4�41 i. JOB —6) JOSE L. GUZMAN PE SHEET NO. - or- 16581 SW 64 TERRACE CALCULATED MIAMI, FLORIDA PHONE 305 338 1082 CHECKED DATE PE LIC. 56138 SCALE j . .. .... . ............ . ..... . ....... .. .... ...... . ........... . ....... ...... .... ....... . .......... . ........ . . ... ........ ... -4 ....... ... ....... ..... . ...... . CL . ...... .... . ........ .. . ...... .... ...... ..... ........ -- - -------- .. ..... ... .... ....... ........ .... t .. ... .. ..... ........... . ......... . . . ....... ....... .... V ......... . A60561 tx- . ......... ......... . . .... . ..... ........ . .. I ... . ..... . ... .. ... ..... ................ .......... .... .. I . .......... ........... + . ......... ............. . . . ... ....... . .4 ....... ... .. .. ...... A _Jbils . . ......... . o! .... .. .... ... . ....... _4; - -� . . .... ... .......... . .. .... .... 1 1 . ...... ....... ... ...... .. ...... .... .. ..... .. .. • .... ... . . ..... .. ... ....... ... ..... ....... .... ........ ... . .. .. .. . ..... pbl r 03 -03 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 2 9:31:10 AM Licensed to: i.c., miami, fl FILE NAME C : \PROGRA 1 \ADOSS \DATA \EXI.ADS ` PROJECT ID. ----------------------------------- SPAN ID. 1- SLAB AT PAW FLO --------------- - - -- ENGINEER AM DATE 1/18/2008 TIME 10:54:43 UNITS U.S. in -lb CODE ACI 318 -95 SLAB SYSTEM ONE WAY SLAB FRAME LOCATION INTERIOR DESIGN METHOD STRENGTH DESIGN NUMBER OF SPANS 3 CONCRETE FACTORS SLABS BEAMS COLUMNS DENSITY(pcf ) 150.00 150.00 150.00 TYPE NORMAL WGT NORMAL WGT NORMAL WGT 9999 V c (ksi) 3.00 3.00 3.00 ; ••• �••••• 99 99•• density factor 1.00 •• • . . • 1.00 1.00 • fr (Psi) 410.80 410.80 410.80 • "�•• •• •• 99 99•• • • 9999•• • • REINFORCEMENT DETAILS: NON - PRESTRESSED 00•0 ' 90806 9999•• • • a YIELD STRENGTH Fy = 60.00 ksi • • ••i•• 9999•• DISTANCE TO RF CENTER FROM TENSION FACE: �• 0• • " " 9999•• AT SLAB TOP = 1.00 in OUTER LAYER • • • ' • • • 9999 AT SLAB BOTTOM = 1.00 in OUTER LAYER • • ••••i• MINIMUM FLEXURAL BAR SIZE: 0 0 •�•• ' • • • • 9999•• AT SLAB TOP = # 4 •• • " • • • AT SLAB BOTTOM = # 4 �� • MINIMUM SPACING: IN SLAB = 6.00 in ,r 03 -03 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN..Page 3 9:31:10 AM Licensed to: i . c. , rmiami., fl SPAN /LOADING DATA * * * * * * * * * * * * * * * ** I SPAN ILENGTH Tslab I WIDTH L2 * * * SLAB I DESIGN COLUMN I UNIFORM LOADS INUMBERI L1 I LEFT RIGHT I SYSTEM I STRIP STRIP * *j S. DL LIVE I I I (ft) (in) j (ft) (ft) I I (ft) (ft) I (psf ) (Psf ) I I- ----- I--------------{-------- I ---------------- I ---------- - - - - - I I I I I I I I I 1* I .5 7.5 { .5 .5 I 6 j 1.0 1.0 I 38.0 40.0 I 2 1 15.5 7.5 I .5 .5 j 6 I 1.0 1.0 j 38.0 40.0 I I 3* j .5 7.5 j .5 .5 j 6 I 1.0 1.0 j 38.0 40.0 I I I I j I I I * - Indicates cantilever span information. ** -Strip width used for positive flexure. * * * -L2 widths are 1/2 list, to transverse column. "E "- Indicates exterior strip. PARTIAL LOADING DATA * * * * * * * * * * * * * * * * * * ** PARTIAL LOADINGS ARE NOT SPECIFIED 0000 • • 0000 0000•• 0 000000.. •• •• 0000•• • •• 0 • • • 0060 • • •90000 • • 666••• • • 0000 • 00000 0000•• • • •_ 6 • • 60.0•• 0000• • • • 6 • • 0000 6••60 • /2 03 - 03 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 4 9:31:10 AM Licensed to: i.c., miami, fl COLUMN /TORSIONAL DATA I COLUMN I COLUMN ABOVE SLAB I COLUMN BELOW SLAB I CAPITAL ** ICOLUMN MIDDLEI I NUMBER I C1 C2 HGT I Cl C2 HGT IEXTEN. DEPTHISTRIP* STRIP *I I (in) (in) (ft) I (in) (in) (ft) I (in) (in) I (ft) (ft) I -------- I----------- - - - - -- -- p------ - - - - -- I 1 I I I I I .0 .0 .0 I 8.0 12.0 10.0 p .0 .0 I 1.0 .0 I I 2 I .0 .0 .0 I 8.0 12.0 10.0 I .0 .0 I 1.0 .0 i I I I I I I Columns with zero "C2" are round columns. * -Strip width used for negative flexure. * *- Capital extension distance measured from face of column. COLUMN I SUPPORT I I NUMBER I FIXITY* I % I I -- ------ I----- - - - - -I I I I I 1 I 0% I t 2 I 0% I I-------- I----- - - - - -I .••• - Support fixity of 0% denotes pinned condition. ••.• : • , ,• Support fixity of 999% denotes fixed end condition. • • ' ' •••••• •• •• •••••• • •••••• • • • • •• • •• • • • 00 • 43 03 -03 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 5 9:31:10 AM Licensed to: i.c., miami, fl LATERAL LOAD /OUTPUT DATA * * * * * * * * * * * * * * * * * * * * * * ** LATERAL LOADS ARE NOT SPECIFIED OUTPUT DATA PATTERN LOADINGS: 1 THRU 4 PATTERN LIVE LOAD FACTOR (1 -3) = 100% LOAD FACTORS: U = 1.40 *D + 1.70 *L U = .75( 1.40 *D + 1.70 *L + 1.70 *W) U = .90 *D + 1.30 *W OUTPUT OPTION(S): Input Echo Column Service Load Table Shear Table Reinforcing Required Deflections * *BEAM DEPTH IN SPAN 2 IS INADEQUATE W/O A DEFLECTION CHECK •,,, REQUIRED DEPTH = 7.8 in �,� ',,.,' ,,,•�� • * *TOTAL UNFACTORED DEAD LOAD = 2.049 kips •••�•• •••••� ••••i• LIVE LOAD = .660 kips •••••• . • • • •••• •••••• i i � l 03 - 03 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 6 9:31:10 AM Licensed to: i.c., miami, fl SERVICE LOAD TABLE FOR INPUT TO PCACOL SLENDER COLUMN DESIGN COLUMN NUMBER 1 AXIAL LOAD MOMENT AT MOMENT AT (kips) TOP (ft -k) BOT (ft -k) ------------------------------------------ LOAD PTRN 1 DEAD 1.0 .0 - LIVE .3 .0 .0 LATL .0 .0 .0 LOAD PTRN 2 DEAD 1.0 .0 .0 LIVE .0 .0 .0 LATL .0 .0 .0 LOAD PTRN 3 DEAD 1.0 .0 .0 LIVE .3 .0 .0 LATL .0 .0 .0 LOAD PTRN 4 DEAD 1.0 .0 .0 LIVE .3 .0 .0 LATL .0 .0 .0 COLUMN NUMBER 2 AXIAL LOAD MOMENT AT MOMENT AT (kips) TOP (ft -k) BOT (ft -k) •.•• - - - - - -- - - - - -- - ----- - - - - ____ 1.0 0 LIVE LOAD PTRN 1 DEAD .0 • • 0 .3 •••••*p �••�•i ••••i• LATL .0 .0 •••*& *0. • • • •••••• LOAD PTRN 2 DEAD 1 • • •••••• LIVE .0 .0 60 :0 i•••i• ••i••� LATL .0 .0 •s •• • •••••• • • • LOAD PTRN 3 DEAD 1.0 .O O •••••e ••••i• LIVE .3 • • •••• • • LATL .0 .� �••� io �••�•� �••••� LOAD PTRN 4 DEAD 1.0 .0 .0 LIVE .3 .0 .0 LATL .0 .0 .0 NOTE: Add dead, live and lateral axial loads as appropriate. Top moments are those at joint bottom. Bottom moments are those at joint top. Moments are positive when counter - clockwise. Axial forces positive when compressive. ---------------------------------- --- - -- f-� 03 -03 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 7 9:31:10 AM Licensed to: i.c., miami, fl N E G A T I V E R E I N F O R C E M E N T COLUMN *PATT *LOCATION * TOTAL * SLAB STRIP NUMBER* NO.* @COL FACE* DESIGN * AREA WIDTH * (ft -k) * (sq.in) (ft) -------------------------------------------- 1** 4 L II .0 .16 1.0 2 ** 4 II R .0 .16 1.0. ** - Positive reinforcement required, compute manually. P O S I T I V E R E I N F O R C E M E N T ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SPAN *PATT *LOCATION * TOTAL * SLAB STRIP NUMBER* NO. *FROM LEFT* DESIGN * AREA WIDTH (ft) * (ft -k) * (sq.in) (ft) ----------------------------------=--------- 2 3 7.4 7.5 .27 1.0 • •••• • ••••• •s • 1� 03 -03 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 8 9:31:10 AM Licensed to: i.c., miami, f= D E F L E C T I O N A N A L Y S I VOTES - -Spans 1 and 3 are cantilevers. -- Time - dependent deflections are in addition to those shown and must be computed as a multiplier of the dead load(DL) deflection. See "CODE" for range of multipliers. -- Deflections due to concentrated or partial loads may be larger at the point of application than those shown at the centerline. -- Modulus of elasticity of concrete, Ec = 3321. ksi * * C 0 L U M N S T R I P * M I D D L E S T R I P * DEAD * DEFLECTION DUE TO: * DEFLECTION DUE TO: SPAN* LOAD *-------------------------------------------------------- NUMBER * Ieff. * DEAD * LIVE * TOTAL * DEAD * LIVE * TOTAL * (in ^4) * (in) (in) * (in) (in) * (in) (in) -------------------------------------------------------------------------- 1 422. -.012 -.004 -.016 N o t a p p l i c a b l e 2 422. .121 .114 .236 N o t a p p i j c a b*l e• •���,• 3 422. -.012 -.004 -.016 N o t a p p %�*(j a b �t e • 00.990 .• •. 0090% * Program completed as requested * 99900• 0 • • • • • 9.999. 0000 • •009• 0909.. • - • . .9999 • • •9.90• •• •• • •9090• •••0.0 • 0.0• •0009• • • 009• • • • • • •0900• 00 • 00 • • • •• • e �- 03 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 2 2:23:58 PM Licensed to: i.c., miami, fl FILE NAME C : \PROGRA- 1 \ADOSS \DATA \EX2.ADS PROJECT ID. , ----------------------------------- SPAN ID. 1- SLAB AT TERRACE --------------- - - -- ENGINEER AM DATE 1/18/2008 TIME 10:54:43 UNITS U.S. in -lb CODE ACI 318 -95 SLAB SYSTEM ONE WAY SLAB FRAME LOCATION INTERIOR DESIGN METHOD STRENGTH DESIGN NUMBER OF SPANS 3 0.00 CONCRETE FACTORS SLABS BEAMS COLUMNS • • •00• •0 „ 00 • DENSITY (pcf ) 150.00 150.00 150.00 •• • •• • : ' .0000• •• •• .000:0 TYPE NORMAL WGT NORMAL WGT NORMAL WGT • f'c (ksi) 3.00 3.00 3.00 •0000• • 0000: density factor 1.00 0000 ' ' • • 1.00 1.00 • • 0000•• 0000 fr (psi) 410.80 410. ' •0.0• 410.80 „ „•• • 0 • 0000• • • • 0000.• 0. 0• • 000000 ••a0•• • REINFORCEMENT DETAILS: NON - PRESTRESSED YIELD STRENGTH Fy = 60.00 ksi ' ' 000• 000009 • • 0000 . , DISTANCE TO RF CENTER FROM TENSION FACE: 0 00' ; ,0 0 1.75 in OUTER LAYER �••••• AT SLAB TOP' _ • • • ' ,� , AT SLAB BOTTOM = 1.00 in OUTER LAYER MINIMUM FLEXURAL BAR SIZE: AT SLAB TOP = # 4 AT SLAB BOTTOM = ## 4 MINIMUM SPACING: IN SLAB = 6.00 in `6 03 -03 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 3 2:23:58 PM Licensed to: i.c., miami, fl SPAN /LOADING DATA * * * * * * * * * * * * * * * ** I SPAN ILENGTH Tslab I WIDTH L2 * * *I SLAB I DESIGN COLUMN I UNIFORM LOADS I INUMBERI Ll I LEFT RIGHT ) SYSTEM i STRIP STRIP * *I S. DL LIVE I I I (ft) (in) I (ft) (ft) I I (ft) (ft) 1 (psf ) (psf ) 1 ------ 1 (-------------- I ►---------------- I--------------- 1 l I I ! I 1 1 I 1* 1 .5 7.0 ( .5 .5 1 6 1 1.0 1.0 1 25.0 60.0 1 I 2 1 13.0 7.0 1 .5 .5 I 6 1 1.0 1.0 1 25.0 60.0 I 3* 1 .5 7.0 ( .5 .5 I 6 ( 1.0 1.0 1 25.0 60.0 1 I I I I I { I * - Indicates cantilever span information. ** -Strip width used.for positive flexure. * * * -L2 widths are 1/2 dist. to transverse column. "E "- Indicates exterior strip. PARTIAL LOADING DATA * * * * * * * * * * * * * * * * * * ** 0000 PARTIAL LOADINGS ARE NOT SPECIFIED • • • • 0000 0000•• •••••e •• •• 0000•• • 0000•• • • � 0000 0000•• 0000 • 0000• 0000•• • • • • 0000• • • 0000•• •• •• • 000••6 0000• • • • • • • • • • • 0000 000009 • • 0000 • • • • • 0000•• 00 • 6 00 0 0 0 • 0 00 • l9 03 -03 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 4 2:23:58 PM Licensed to: i.c., miami, fl COLUMN /TORSIONAL DATA * * * * * * * * * * * * * * * * * * * ** I COLUMN I COLUMN ABOVE SLAB I COLUMN BELOW SLAB I CAPITAL ** ICOLUMN MIDDLEI I NUMBER I Cl. C2 HGT I Cl C2 HGT IEXTEN. DEPTHISTRIP* STRIP *I I I (in) (in) (ft) i (in) (in) (ft) I (in) (in) I (ft) (ft) (- ------- I ------------- - ----- I I------------- I--------- - - - - - I I I I I I I I 1 I .0 .0 .0 ► 8.0 12.0 10.0 I .0 .0 1 1.0 .0 i I 2 I .0 .0 .0 I 8.0 12.0 10.0 I .0 .0 ► 1.0 .0 I I I I 1 I I Columns with zero "C2" are round columns. * -Strip width used for negative flexure. * *- Capital extension distance measured from face of column. COLUMN I SUPPORT I I NUMBER I FIXITY* I ►-------- I----- - - - - -I .... I I I ' ....•. I 1 I 0% I ' ' • 2 ► 0 -------- I----- - - - - -I ...... • * - Support fixity of 0� denotes pinned condition. 0 090 • ..••. Support fixity of 999 denotes fixed end condition. 000000 • •.:00' • 0 0.0.0. 0000•• • • • • •.•• 9000•9 • • 0000 • • •• • •• • • • 00 • { i, 03 -03 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 5 2:23:58 PM Licensed to: i.c., miami, fl LATERAL LOAD/OUTPUT DATA LATERAL LOADS ARE NOT SPECIFIED OUTPUT DATA PATTERN LOADINGS: 1 THRU 4 PATTERN LIVE LOAD FACTOR (1 -3) = 100% LOAD FACTORS: " U = 1.40 *D + 1.70 *L U = .75( 1.40 *D + 1.70 *L + 1.70 *W) U = .90 *D + 1.30 *W OUTPUT OPTION(S): Input Echo Column Service Load Table Shear Table Reinforcing Required •••• • • Deflections • • •.•• •sso•• * *TOTAL UNFACTORED DEAD LOAD = 0 ' 1.458 kips ***:so LIVE LOAD = " "•• • .840 kips e••S • � :•••0i • • ••Soo• ' •••• • ••••• o•••o• • • • ••••• s •• •• • Soso•• • • •0•s 0.0000 • • • •0000• •• • 00 • 0 • so 03 -03 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 6 2:23:58 PM Licensed to: i.c., miami, fl SERVICE LOAD TABLE FOR INPUT TO PCACOL SLENDER COLUMN DESIGN COLUMN NUMBER 1 AXIAL LOAD MOMENT AT MOMENT AT (kips) TOP (ft -k) BOT (ft -k) ------------------------------------------------------------------- LOAD PTRN 1 DEAD .7 .0 .0 LIVE .4 .0 .0 LATL .0 .0 .0 LOAD PTRN 2 DEAD .7 .0 .0 LIVE .0 .0 .0 LATL .0 .0 .0 LOAD PTRN 3 DEAD .7 .0 .0 LIVE .4 .0 .0 LATL .0 .0 .0 LOAD PTRN 4 DEAD .7 .0 .0 LIVE .4 .0 .0 LATL .0 .0 .0 •..0 • • 0... 0960•0 COLUMN NUMBER 2 AXIAL LOAD MOMENT AT MO • " •..••: 990 (ki TOP (ft -k) B0 t 0 • • ----------------------------------------------------------- - - -- , •66••• • • .0 •.....'0 0000• LOAD PTRN 1 DEAD .7 � 00*00 LIVE .4 .0 0000000 0 • • •0.00 LATL .0 .0 0. :00900 000.00 0.•.•0 • . LOAD PTRN 2 DEAD .7 .0 0 • !0 �.•• .• •0 LIVE .0 .0 : 00 :0 0000 : 0 LATL .0 .0 •• sp 00 0 000.0 .. . LOAD PTRN 3 DEAD .7 .0 .0 LIVE .4 .0 .0 LATL .0 .0 .0 LOAD PTRN 4 DEAD .7 .0 .0 LIVE .4 .0 .0 LATL .0 .0 .0 NOTE: Add dead, live and lateral axial loads as appropriate. Top moments are those at joint bottom. Bottom moments are those at joint top. Moments are positive when counter- clockwise. Axial forces positive when compressive. ---------------------------------------------------------------------- - - - - -- 7� 03 -03 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 7 2:23:58 PM Licensed to: i.c., miami, fl N E G A T I V E R E I N F O R C E M E N T ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** COLUMN *PATT *LOCATION * TOTAL * SLAB STRIP NUMBER* NO.* @COL FACE* DESIGN * AREA WIDTH * (ft -k) * (sq.in) (ft) -------------------------------------------- 1** 4 L .0 .15 1.0 2 ** 4 R .0 .15 1.0 ** - Positive reinforcement required, compute manually. P O S I T I V E R E I N F O R C E M E N T ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SPAN *PATT *LOCATION * TOTAL * SLAB STRIP NUMBER* NO. *FROM LEFT* DESIGN * AREA WIDTH (ft) * (ft -k) * (sq.in) (ft) -------------------------------------------- 2 3 6.8 5.5 .21 1.0 • • 0000 0000•• •• • • • • 0000 •• •0 ••0••• • 0.0000 0 • • 0000 0 0 0.0000 00*0 0 00000 •0000• • • • • • • 00.00• 00000 *00::* • • • • 00000 •� r • • • 0000 ••000• s • • • 0.00 • • • • • •0000• • • 0 00 a 03 -03 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page E 2:23:58 PM Licensed to: i.c., miami, f; D E F L E C T I O N A N A L Y S I NOTES- -Spans 1 and 3 are cantilevers. -- Time - dependent deflections are in addition to those shown and must be computed as a multiplier of the dead load(DL) deflection. See "CODE" for range of multipliers. -- Deflections due to concentrated or partial loads may be larger at the point of application than those shown at the centerline. -- Modulus of elasticity of concrete, Ec = 3321, ksi * * C O L U M N S T R I P * M I D D L E S T R I P * DEAD * DEFLECTION DUE TO: * DEFLECTION DUE TO: SPAN LOAD *-------------------------------------------------------- NUMBER * Ieff. * DEAD * LIVE * TOTAL * DEAD * LIVE * TOTAL * (in ^4) * (in) (in) * (in) * (in) * (in) * (in) -------------------------------------------------------------------------- 1 343. -.008 -.004 -.012 N o t a p p l i c a b l e 2 343. .063 .043 .106 N o t a p p l i c a b.T*(% 3 343. -.008 -.004 -.012 N o t a p p j. * 4 a b "� 0000•• • * 0000 •• 0: Program completed as requested • * • 0 . 00 •0 000.0• . 0 0 .••. 00,00• • . 0000•• • . 0000. • 0000 ....•• � • • 0000•• JOB JOSE L. GUZMAN PE SHEET NO. OF 16581 SW 64 TERRACE CALCULATED BY_4/ MIAMI, FLORIDA DATE e l l PHONE 305 338 1082 CHECKED BY DATE PE LIC. 56138 r SCALE Ft ..... . ... . Y . ... ..... f —4— -4-4– . E . ..... 7 r . ..... r s. L. ........ ...... .. . ........ ... ....... . . . ... .... .......... ... .... .... .... . . ...... ... .. ....... . ... .... .. .... .. . . ...... ... . .... ... ..... . ..... ...... . ..... ...... ...... .... . .... . AS, lad .......... . .. ....... . ..... .. .... . .......... ..... .. .... . ... . ..... . .... ....... .... ...... ... .... . ... .. ..... ...... ...... .... . ..... .. .... .. .... .... ....... ... .. . ... . .......... ...... . ... . ...... ..... .. ........ .......... b. i. .. .......... ......8........ ... ......... .... ....... . . .. ......... .... ........ ... ......... .......... ..... ...... 6-w-A I jj .. .. ....... . ........ . ........ ... .. .. ... . ......... 4 lfg. • 1 , 4 • .1, M/Lil .... ... . .. eik. I ­ � - I . ..... .... . . .. ...... . ..... ... ... ... 0 • ........... ... .. .. ........ ....... ... .... .. ..... .... . .. ..... .. . ... . . .... .. - Ogg A. VPA" f ........... . . . ...... .... > ._........ ... .... ... ... . ...... i . • j. s . .. ........ .. ..... . ... ...... 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 2 1:42:43 PM Licensed to: i.c., miami, fl FILE NAME C: \PROGRA-- 1 \ADOSS \DATA\EX4.ADS PROJECT ID. ---------------------------------- SPAN ID. 1- SLAB AT 1ER FLO ENGINEER AM DATE 111812008 TIME 10:54:43 UNITS U.S.. in -lb CODE ACI 318 -95 SLAB SYSTEM ONE WAY SLAB FRAME LOCATION INTERIOR DESIGN METHOD STRENGTH DESIGN NUMBER OF SPANS 3 8888 CONCRETE FACTORS SLABS • • "•• 8888 BEAMS COLUMNS ' ' ' • DENSITY(pcf 3 150.00 150.00 150.00 8000 •�,�•�� �•• +�• TYPE NORMAL WGT NORMAL WGT NORMAL WGT ••9i9• Pc • • (ksi) 3.00 3.00 3.00 8900 . • ; 0000 : density factor 1.00 1.00 1.00 0 0e00 ' ;" " ` 89.9• fr (psi) 410.60 410.80 410.80 00 ++00 • e •9i•• •• •• 9 009009 999••9 • •0 : • 0 0009 0000 REINFORCEMENT DETAILS: NON PRESTRESSED 0 YIELD STRENGTH Fy = 60.00 ksi ' ' DISTANCE TO RF CENTER FROM TENSION FACE: 0 0 ' 00 000 AT SLAB TOP = ' • • 1.00 in OUTER LAYER •• + AT SLAB BOTTOM = 2.25 in OUTER LAYER MINIMUM FLEXURAL BAR SIZE: AT SLAB TOP = # 4 AT SLAB BOTTOM = # 4 MINIMUM SPACING: IN SLAB = 6.00 in 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 3 1:42:43 PM Licensed.to: i.c., miami, fl SPAN /LOADING DATA I SPAN ILENGTH Tslab I WIDTH L2 * * *l SLAB I DESIGN COLUMN I UNIFORM LOADS f INUMBERI L1 I LEFT RIGHT I SYSTEM 1 STRIP STRIP * *I S. DL LIVE I I I (ft) (in) I (ft) (ft) I I (ft) (ft) I (psf ) (psf ) I - ----- I-------------- I-------------- I-------- I---------------- I---------- - - - - - � I I I I I l I I 1* ( .5 7.5 I .5 .5 I 6 I 1.0 1.0 I 38.0 40.0 I 2 1 15.5 7.5 I .5 .5 ( 6 I 1.0 1.0 I 38.0 40.0 I I 3* I .5 7.5 ( .5 .5 I 6 I 1.0 1.0 I 38.0 40.0 I 1 I I i I I I * - Indicates cantilever span information. ** -Strip width used for positive flexure. * * * -L2 widths are 1/2 dist. to transverse column. "E "- Indicates exterior strip. PARTIAL LOADING DATA * * * * * * * * * * * * * * * * * * ** PARTIAL LOADINGS ARE NOT SPECIFIED • • •��•�• peep peso:* peep•• •• •• peep•• • peep • peep• • • peep:• peep• 00 ♦• . 0000•0 peep•• • peep ••peep • • peep • • • • •0000• 00 0 00 • • • 00 0 • • 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 4 1:42:43 PM Licensed to: i.c., miami., fl COLUMN /TORSIONAL DATA ( COLUMN I COLUMN ABOVE SLAB I COLUMN BELOW SLAB I CAPITAL ** ICOLUMN MIDDLEI ( NUMBER I C1 C2 HGT I C1 C2 HGT IEXTEN. DEPTHISTRIP* STRIP *( ( ( (in) (in) (ft) f (in) (in) (ft) f (in) (in) I (ft) (ft) I (--------(------------------- 6------------------- `------------ I --------- - - - - - I I I f I i I I 1 ( .0 .0 .0 I 8.0 12.0 10.0 I .0 .0 ( 1.0 .0 I 2 I .0 .0 .0 I 8.0 12.0 10.0 ( .0 .0 I 1.0 .0 I I I I I I I Columns with zero "C2" are round columns. * -Strip width used for negative flexure. * *- Capital extension distance measured from face of column.. I COLUMN I SUPPORT I NUMBER ( FIXITY* ---------- ► I 1 ( 0 I ; ••� .... ...... 2 I 0% I .. • •. .... ...... * - Support fixity of 0% denotes pinned condition. • :•••:• ' • Support fixity of 999% denotes fixed end condition. ��•� • "'• • • E 2 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 5 1:42:43 PM Licensed to: i.c., miami, fl LATERAL LOAD /OUTPUT DATA LATERAL LOADS ARE NOT SPECIFIED OUTPUT DATA PATTERN LOADINGS: 1 THRU 4 PATTERN LIVE LOAD FACTOR (1 -3) = 100% LOAD FACTORS: U = 1.40 *D + 1.70 *L U = .75( 1.40 *D + 1.70 *L + 1.70 *W) U = .90 *D + 1.30 *W OUTPUT OPTION(S): Input Echo Column Service Load Table Shear Table Reinforcing Required •••• Deflections • •••• •••••• * *BEAM DEPTH IN SPAN 2 IS INADEQUATE W/O A DEFLECTION CHECK ...;•� �• �• �� REQUIRED DEPTH = 7.8 in ' • • * *TOTAL UNFACTORED DEAD LOAD = ��•• " "' 2.049 kips •..•.. � • • • LIVE LOAD = .660 kips •••••' "'•• •••••• t i 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 6 1:42:43 PM Licensed to: i.c., miami., fl SERVICE LOAD TABLE FOR INPUT TO PCACOL SLENDER COLUMN DESIGN COLUMN NUMBER 1 AXIAL -LOAD MOMENT AT MOMENT AT (kips) TOP (ft -k) BOT (ft -k) ------- 1.0 --------------------------------- LOAD PTRN 1 DEAR .0 .0 LIVE .3 . 0 .0 LATL .0 . 0 .0 LOAD PTRN 2 DEAD 1.0 . 0 .0 LIVE .0 .0 .0 LATL .0 . 0 .0 LOAD PTRN 3 DEAD 1.0 .0 .0 LIVE .3 . 0 .0 LATL .0 . 0 .0 LOAD PTRN 4 DEAD 1.0 .0 .0 LIVE .3 .0 .0 LATL .0 . 0 .0 • • •••• •••••• COLUMN NUMBER 2 AXIAL LOAD MOMENT AT M ( AEr4T • AT •••••: •..•:• (kips) TOP (ft -k) BQT•St . . LOAD PTRN 1 DEAD ----------- - - - - -- z••• --, • • • 1.0 .0 •••••�0 �••••• LIVE ,3 ••••• .0 0 • • • LATL .O .O ••�••�O �•••i• ••••• LOAD PTRN 2 DEAD • 1.0 .0 LIVE i • R 0 •••••• •"•••i• . 0 .0 • • . 0 •••• LATL .0 .0 �••• i0 •• • �••••• LOAD PTRN 3 DEAD 1.0 .0 .0 LIVE .3 .0 .0 LATL .0 .0 .0 LOAD PTRN 4 DEAD 1.0 .0 .0 LIVE .3 .0 .0 LATL .0 .0 .0 NOTE: Add dead, live and lateral axial loads as appropriate. Top moments are those at joint bottom. Bottom moments are those at joint top. Moments are positive when counter - clockwise. Axial forces positive when compressive. -------------------------------------- - - - - -- 3d 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 7 1:42:43 PM Licensed to: i.c., miami, fl N E G A T I V E R E I N F O R C E M E N T COLUMN *PATT *LOCATION * TOTAL * SLAB STRIP NUMBER* NO.* @COL FACE* DESIGN * AREA WIDTH * (ft -k) * (sq.in) (ft) -------------------------------------------- 1** 4 L II .0 .16 1.0 2 ** 4 II R .0 .16 1.0 ** - Positive reinforcement required, compute manually. P O S I T I V E R E I N F O R C E M E N T ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SPAN *PATT *LOCATION * TOTAL * SLAB STRIP NUMBER* NO. *FROM LEFT* DESIGN * AREA WIDTH (ft) * (ft -k) * (sq.in) (ft) -------------------------------------------- 2 3 7.4 7.5 .34 1.0 •••• • • •••• •••••• •• •• • •••••• •••••• • • •••••• 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 8 1:42:43 PM Licensed to: i.c., miami, f: D E F L E C T I O N A N A L Y S I Z VOTES- -Spans 1 and 3 are cantilevers. -- Time - dependent deflections are in addition to those shown and must be computed as a multiplier of the dead load(DL) deflection. See "CODE" for range of multipliers. -- Deflections due to concentrated or partial loads may be larger at the point of application than those shown at the centerline. -- Modulus of elasticity of concrete, Ec = 3321. ksi * * C O L U M N S T R I P * M I D D L E S T R I P * DEAD * DEFLECTION DUE TO: * DEFLECTION DUE TO: SPAN LOAD *-------------------------------------------------------- NUMBER * Ieff. * DEAD * LIVE * TOTAL * DEAD * LIVE * TOTAL * (in ^4) * (in) * (in) * (in) * (in) * (in) * (in) -------------------------------------------------------------------------- 1 422. -.012 -.004 -.016 N o t a p p l i c a b l e 2 422. .121 .110 .232 N o t a p p l i c a b.,9.. 3 422. -.012 -.004 -.016 N o t a p p • i e `* a b :•tom ••••�• * Program completed as requested * • •••••• s••s •••ss• 32 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 2 1:39:20 PM Licensed to: i.c., miami, fl FILE NAME C: \PROGRA- 1 \ADOSS \DATA \EX3.ADS PROJECT ID. ----------------------------------- SPAN ID. 1- 1ERSLAB AT TERR --------------- - - -- ENGINEER AM DATE 1/18/2008 TIME 10:54:43 UNITS U.S. in -lb CODE ACI 318 -95 SLAB SYSTEM ONE WAY SLAB FRAME LOCATION INTERIOR DESIGN METHOD STRENGTH DESIGN NUMBER OF SPANS 3 0000 CONCRETE FACTORS SLABS BEAMS COLUMNS • 0006 •• ♦ 6 6 6 o 6 o66 DENSITY(pcf } 150.00 150.00 150.00 . 0 � • TYPE NORMAL WGT NORMAL WGT NORMAL WGT 660:06 60 o6 060606 t 00000• 6 0 f c (ksi) 3.00 3.00 3.00 66 :6 :Sao * : density factor 1.00 1.00 1.00 •����• �•••:• fr (psi) 410.80 410.80 410.80 6 " 0000•• • 0 0 • 6 • •006:0 ••.•. 00 66 • 66666 6 • 0060.6 6 REINFORCEMENT DETAILS: NON - PRESTRESSED 6 : 6666 66 YIELD STRENGTH Fy = 60.00 ksi 6 6 6 6 DISTANCE TO RF CENTER FROM TENSION FACE: 6 0 *�0 *66••0 AT SLAB TOP = 1.00 in OUTER LAYER 6 • • 00 AT SLAB BOTTOM = 2.25 in OUTER LAYER MINIMUM FLEXURAL BAR SIZE: AT SLAB TOP = ## 4 AT SLAB BOTTOM = ## 4 MINIMUM SPACING: IN SLAB = 6.00 in I' 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 3 1:39:20 PM Licensed to: i.c., mi.ami, fl SPAN /LOADING DATA * * * * * * * * * * * * * * * ** I SPAN ILENGTH Tslab I WIDTH L2 * * *{ SLAB { DESIGN COLUMN I UNIFORM LOADS I INUMBERI L1 I LEFT RIGHT I SYSTEM I STRIP STRIP * *{ S. DL LIVE I I I (ft) (in) { (ft) (ft) ( I (ft) (ft) , { (psf ) (psf ) I ------I-------------- I * I { I I I I I 1 ( .5 7.0 I .5 .5 I 6 { 1.0 1.0 I 38.0 40.0 I I 2 I 13.0 7.0 I .5 .5 { 6 I 1.0 1.0 1 38.0 40.0 I 3* I .5 7.0 I .5 .5 I 6 I 1.0 1.0 I 38.0 40.0 I I { I I I I * - Indicates cantilever span information. ** -Strip width used for positive flexure. * * * -L2 widths are 1/2 dist. to transverse column. "E " Indicates exterior strip. PARTIAL LOADING DATA * * * * * * * * * * * * * * * * * * ** PARTIAL LOADINGS ARE NOT SPECIFIED 0000 • • • • •••• 0000•• •• • • • • • • • • 0000•• •• •• •••••• • 0.0000 • • • 0000•• 0000 • • • • • • •••••• ••�• • 00006 • • •0•••• • • 000.0 • • 0000•• •• as • •••••• ••••a• • • • • • • • • • 0000 000000 • • 0000 • • •• • •• • • • • • 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 9 1:39:20 PM Licensed to: i.c., miami, fl COLUMNITORSIONAL DATA * * * * * * * * * * * * * * * * * * * ** I COLUMN i COLUMN ABOVE SLAB I COLUMN BELOW SLAB I CAPITAL ** ICOLUMN MIDDLEI I NUMBER I C1 C2 HGT I Cl C2 HGT IEXTEN. DEPTHISTRIP* STRIP *I I I (in) (in) (ft) I (in) (in) (ft) I (in) (in) ( (ft) (ft) I I-------- i--------=---------- ►-=----------------- I------------- ►-------------- I I I I I I I 1 I .0 .0 .0 ( 8.0 12.0 10.0 I .0 .0 I 1.0 .0 I I 2 i .0 .0 .0 I 8.0 12.0 10.0 I .0 .0 t 1.0 .0 i I I I ! I I Columns with zero "C2" are round columns. * -Strip width used for negative flexure. * *- Capital extension distance measured from face of column. I COLUMN I SUPPORT I I NUMBER I FIXITY* I --=----- I----- - - - - -I I I I i 1 i 0% I •....• 2 I 0$ I •••• .....• .• • • • • • * - Support fixity of 0% denotes pinned condition. •••••• Support fixity of 999% denotes fixed end condition. • •••••• • •• •• • •••••• • • • •••• •••••• • • 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 5 1:39:20 PM Licensed to: i.c., miami, fl LATERAL LOAD /OUTPUT DATA LATERAL LOADS ARE NOT SPECIFIED OUTPUT DATA PATTERN LOADINGS: 1 THRU 4 PATTERN LIVE LOAD FACTOR (1 -3) = 100% LOAD FACTORS: U = 1.40 *D + 1.70 *L U = .75( 1.40 *D + 1.70 *L + 1.70 *W) U = .90 *D + 1.30 *W OUTPUT OPTION(S): Input Echo Column Service Load Table Shear Table Reinforcing Required Deflections .... * *TOTAL UNFACTORED DEAD LOAD = • • 1.640 kips •� s� • �• LIVE LOAD = .560 kips •••:•• •• .• •••••• s • •.•..• ••.. . ..••. ••ss�• • • s•••• • • •••••• • •Soso• • • • • •S•• •Soso• • • 0000 • • •• • •• • 0 • • • •0 0 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 6 1:39:20 PM Licensed to: i.c., miami, fl SERVICE LOAD TABLE FOR INPUT TO PCACOL SLENDER COLUMN DESIGN COLUMN NUMBER 1 AXIAL LOAD MOMENT AT MOMENT AT (kips) TOP (ft -k) BOT (ft -k) ------------------------------------------------------------------ LOAD PTRN 1 DEAD .8 .0 .0 LIVE .3 .0 .0 LATL .0 .0 .0 LOAD PTRN 2 DEAD .8 .0 .0 LIVE .0 .0 .0 LATL .0 .0 .0 LOAD PTRN 3 DEAD .8 .0 .0 LIVE .3 .0 .0 LATL .0 .0 .0 LOAD PTRN 4 DEAD .8 .0 .0 LIVE .3 .0 .0 LATL .0 .0 .0 COLUMN NUMBER 2 AXIAL LOAD MOMENT AT MOMF "P. AT •••• •••••• • (kips) TOP (ft -k) BOt ( k)... ....:. ------------------------------------------------------------•------ LOAD PTRN 1 DEAD .8 .0 ••••••.0 • i••••i LIVE .3 .0 •� i•••i• LATL .0 .0 .0 ��:��• LOAD PTRN 2 DEAD .8 .0 .0 �• • • • • LIVE .0 •0 • .• •••• •.•••• • LATL .0 .0 • . .••• . . LOAD PTRN 3 DEAD .8 .0 .0 • LIVE .3 .0 .0 LATL .0 .0 .0 LOAD PTRN 4 DEAD .8 .0 .0 LIVE .3 .0 .0 LATL .0 .0 .0 NOTE: Add dead, live and lateral axial loads as appropriate. Top moments are those at joint bottom. Bottom moments are those at joint top. Moments are positive when counter - clockwise. Axial forces positive when compressive. ---------------------------------------------------------------------- - - - - -- 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 7 1:39:20 PM Licensed to: i.c., miami, fl N E G A T I V E R E I N F O R C E M E N T COLUMN *PATT *LOCATION * TOTAL * SLAB STRIP NUMBER* NO.* @COL FACE* DESIGN * AREA WIDTH * (ft -k) * (sq.in) (ft) ------------------------------------=------- 1** 4 L 11 .0 .15 1.0 2 ** 4 11 R .0 .15 1.0 ** - Positive reinforcement required, compute manually. P O S I T I V E R E I N F O R C E M E N T ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SPAN *PATT *LOCATION * TOTAL * SLAB STRIP NUMBER* NO. *FROM LEFT* DESIGN * AREA WIDTH (ft) * (ft -k) * (sq.in) (ft) --- - - - - - 2 3 6.8 5.1 .25 1.0 0000 • • 0000 0000•• .0000• .. •• 0000•. • .0000•. • • . 0000 • • • ♦ • •000.9 .••. 9 •••.. 0000•• • • 0000• • 0000•• • • • • 0000 •••9•• • • 0000 • • •• • •• • • • • • f 03 - 05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 8 1:39:20 PM Licensed to: i.c., miami, f= D E F L E C T I O N A N A L Y S I NOTES- -Spans 1 and 3 are cantilevers. -- Time - dependent deflections are in addition to those shown and must be computed as a multiplier of the dead load(DL) deflection. See "CODE" for range of multipliers. -- Deflections due to concentrated or partial loads may be larger at the point of application than those shown at the centerline. -- Modulus of elasticity of concrete, Ec = 3321. ksi * * C O L U M N S T R I P * M I D D L E S T R I P * DEAD * DEFLECTION DUE TO: * DEFLECTION DUE TO: SPAN * LOAD *------- - --- -- ---------------------------------- NUMBER * Ieff. * DEAD * LIVE * TOTAL * DEAD * LIVE * TOTAL * (in ^4) * (in) * ( in) * (in) * ( in) * (in) --- - - - - -- --------- - - - - -- -------------------------- ____ _ 1 343• -•009 -.003 -.011 N o t a p p 1 i c a b 1 - e 2 343. .070 .024 .094 N o t a p p 1 i c a b 1 e 3 343• -•009 -.003 -.011 N o t a p p l i c a b:*"e • • 0000 0000•• * 9 • • Program completed as requested * •• .•. • • • • • • 9 • •. 0. 99 •9••99 . • 000000 • • 0 00.00• 0000 • 0 • • • • 0000•. 0009 • ••••9 00.00• • • •••99 • • 0000•• •• •• • 0000•• 0000•• • • • • • .0000 0.0000 • • 0009 • • 00 • 00 0 • • cos 67 LCd JOSE L. GUZMAN PE SHEET NO. OF 16581 SW W" TERRACE CALCULATED BY DATE MIAMI, FLORIDA PHONE 305 3381082 CHECKED BY DATE PE LIC. 58138 SCALE .� �� z J � , C ... _. S i { _ t t E... }... . .... ........ t . . .� { j s t � .... {....... p t....... ..i ... i.. __ ... _... _... ...... p ..... ., .. f .... .. _.e_ _ t ,._. ... } ....... T.... .......{ ... ._a_ _.. { i ..... .....' '........ 3.......... ' ... .. ... ._. ... ...... p .... _p F ... i. i vRll i t .... �y ® .� ....� 1p q�.. {. ._ }... ... .. .. i i 2 i j _ r • j i ! ! i { ( + j { { { { i ! i i ....... ...........'............a. .,............. .. a .... .'E _ _.1. .... {.. S • � 4••• .. .......... _• ._.... .. _ i i s i i � } i i •• • r`�•' { i : { i _. .. { . I t i ••••• so a .... ..... i I i i j i + i { i I i { ss i .. i.. i j i F F { < { � 3 i , _... t r i i S { i t .. .. ;_. .. ... ... i 3.. , zc 1. _ IO U 3 ® a /�) Prjd: residence Name: wall typ 1 ern Topic: Design Calculation Date: 3 -" Page: Chkd: IC Reinforced Wall Interaction Diagram Using the 2005 MSJC Strength Design Code Masonry Unit Size = 8 in. (Partially grouted) (B Critical Section Forces Reinforcement Spacing = 48 in. f = 60 ksi fm = 1500 psi As = 0.31 sq.in. c = 3.813 in. H =132 in. (11 ft) Smin = 2089679275 in Axial Compression, P obsift) USE FOR PRELIMINARY DESIGN ONLY. 40000 36000 32000.- ._..__- ._i __..... ' 28000 ------ 24000 •• *�••? t••'i• ••�•i• 20000 � .:.• •... - - - - - -- - - - -- ••:•• ••e••• 16000 ...: ...:. : • 12000 : i 8000 4000 : - - ---- 0 -4000 - 8000 -5000 -4000 -3000 -2000 -1000 0 1000 2000 3000 4000 5000 Total Moment, M Qb-f t t) �l 1 A L re Pict Name: OP V Topic: Design Calculation Date: 346 Page: Chkd: JG Reinforced Wall interaction Diagram Using the 2006 MSJC Strength Design Code Masonry Unit Size = 8 in. (Partially grouted) (D Critical Section Forces Reinforcement Spacing = 32 in. f = 60 ksi fm = 1500 psi A = 0.44 sq.1n. c = 3.813 in. H =132 in. (11 ft) Smin = 1311068 in Axial Compression, P Qbsfft) USE FOR PRELIMINARY DESIGN ONLY. 40000 36000 - - - 32000 ..- - -e- - - - -. -- - - - --- •---- 00_ - -- ------------- t--------------- -_ _--- x----- -: - - -- 28000 - - - - - -- -- -- ------ - - -- -- ------- - - 0 0;• •0:•00 •. • .� •; ; . 0 24000 - - - - - -- - - -- - -- - - - - - - -- - -- - - 0 so *goose •i0• 00000 2000 ---- -- ;- - - - - -- ----- - - — - - -- �• 00x••• i�0 ••r.•••; ;D !� 00:00 i •: io ••1• 00; •• � ••000• 16000 _. - - - -- - -- - - - -- - - -- -- - - - - -- .� -------- •• r 0 o 120 - A - - - -- - -- ------ I ----- ;•• e ggs • •i • r �• a 8000 ---------------- ------------------- 1 ------------- - ------ - -- - - - -- - ------------ - - -- -- - - -- 4000 - - - -- - - - - -- - -- - - - -- - - - - - -- 0 -4000 - -- . - -------- - -- - - --------- - - -r - - -- - f -8000 ........ -- . - - - - --------- 00 ,� , -12000 -6000 I -4800 _3600 -2400 -1200 0 1200 2400 3600 4800 6000 Total Moment, M (It -ftfft) "l .. _ Poct: residence - Name: wall typ 1em Topic: Design Calculation Date: 3-WO8 Page: Chkd: IC z Reinforced Wall Interaction Diagram Using the 2005 MSJC Strength Design Code Masonry Unit Size = 8 in. (Partially grouted) (D Critical Section Forces Reinforcement Spacing = 48 in. f = 60 ksi fm = 1500 psi As = 0.31 sq.in. c = 3.813 in. M =116 in. (9.667 ft) Smin = 2089879275 in Axial Compress, P (tuft) USE FOR PRELIMINARY DESIGN ONLY. 40000 36000 -- - -- -- - - -- - -- - - -- - - -- - - -- - - - - -- - - -- - - - -- 320x0 - -- - - - - - -- - - -- - -- - -- 280 - - -- - - - -- - - - -- - - - -- - -- - -- - - -- - - -- - - - -- - - - - - -- 24000 ,-- -- -- - -- - - - ----- - rwso• ........ r • • • •�100 ;• ••'••• 20000 ------- - - ------ - ------- _ __ __ ___ _ ___ - _ ___ _ ___ • •• so 16000 - - - -- - -- - -- - - -- - ... - i.. ;a - 12000 -- -- --- - -- - - - --- - 8000 - - - - ------ - - -- - - -- - - - --- -- - -- ----------------- 4aaa - -- - -- - -- - - -- - a -4000 - --------------- --------------- - - -- -8000 -5000 -4000 -3000 -2000 -1000 0 1000 2000 3000 4000 5000 Total Moment, M (lb-ft/ft) JOS JOSE L. GUZMAN PE SHEET NO. OF 16581 SW 64: TERRACE CALCULATED SY-_A?r� DATE MIAMI, FLORIDA PHONE 305 338 1082 CHECKED SY___LM DATE PE LIC. 56138 SCALE f.- ...... . ... . . . . . + . ... .. 4 4- L . ........ 4 . ... ....... . ......... 1 j . ........ .... ...... ...... . ..... ..... .... ......... .. t I i 1 A4 r ... . ..... . .. ... ........ ..... ..... ... . .... .. ...... . ........... . .... .. ..... ... .... . .... . .... . ..... . ..... ......... . 4­4 4 _... l ­._.__ 4 ...... .. ... _A_ ...... .... .. ........ ........ .. 4 _ . .. ...... ...... ..... . ... .. ... . ...... ....... .... ......... . ...... . . .. . ...... . .. ..... 't2; . ....... ... . .. . . ..... ........... . ...... ..... ....... . ........ ..... ...... .... . ... ... ......... .. . ...... .. I . .. ..... . .... . . . ......... . .. ........... . ... . .. ... .... ... . . ...... ........ ... ........ . I I ... ........ . . ...... ...... . . .... .. . ......... .. ........ . . ........ . ....... .. . ...... ... . f ............. 0 0 .......... ... . .. . ... ....... ..... ....... ..... ... . .... .. . . ...... . . ....... .. .... ........ 0* o .. . . ........ so • .......... . • 1 *too** . ..... .... .... ........ . 61 .6 . . - ............ 1* �o ......... . .... . .. 3.......... t i .. .. .... .. ........... ....... .... . . ..... �o oi ..... .. ... ......... .. . .. ..... .... .. .... .. .......... t . ...... . ...... . .. ........ ...... ... . . ......... .... .. ..... ...... .. .. ......... ... ........ .... ... .. .... • v Y T i A 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 2 1:53:25 PM Licensed to: i.c., miami, fl FILE NAME C: \PROGRA- 1 \ADOSS \DATA \EX PROJECT ID. ----------------------------------- SPAN ID. BEAM --------------- - - -- ENGINEER AM DATE 1/18/2008 TIME 10:54:43 UNITS U.S. in -lb CODE ACI 318 -95 SLAB SYSTEM CONTINUOUS BEAM FRAME LOCATION INTERIOR DESIGN METHOD STRENGTH DESIGN NUMBER OF SPANS 3 CONCRETE FACTORS SLABS BEAMS COLUMNS wwww DENSITY(pcf ) 150.00 150.00 150.00 '' • w w wwww •wwww TYPE NORMAL WGT NORMAL WGT NORMAL WGT • • • • w• • s w • f'c (ksi) 3.00 3.00 3.00 0 w • • •wwww• •w •• *000:0 density factor 1.00 1.00 1.00 www ; ww • w • fr (psi) 410.80 410.80 410.80 ••••• w www. • ;, w w ..ww w wwww •wwww• • • www w• w w• REINFORCEMENT DETAILS: NON - PRESTRESSED • • ••wwww ww • •wwww• YIELD STRENGTH (flexural) Fy = 60.00 ksi ••wwww w • • • w • YIELD STRENGTH (stirrups) Fyv = 60.00 ksi • ' • •www w wwww•* DISTANCE TO RF CENTER FROM TENSION FACE: • • •••• • • • w.w ••wwww AT BEAM TOP = 2.50 in OUTER LAYER •• • •• • • • AT BEAM BOTTOM 2.50 in FLEXURAL BAR SIZES: MINIMUM I MAXIMUM AT BEAM TOP = # 4 #14 AT BEAM BOTTOM = # 4 #14 MINIMUM SPACING: IN BEAM = 1.00 in 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 3 1:53:25 PM Licensed to: i.c., Miami, fl SPAN/LOADING DATA I SPAN (LENGTH Tslab I WIDTH L2 * * *I SLAB ! DESIGN COLUMN I UNIFORM LOADS ! INUMBERI Ll I LEFT RIGHT 1 SYSTEM I STRIP STRIP I I (ft) (in) I (ft') (ft) ( * *I S. DL LIVE ( I l l - (ft) - - (in) ! (ft) (ft) I(Psf ) (Psf )I - 1-------------- ( I------ - - - - -- * I I I I 1 1 .5 .0 I .3 .3 I 5 I .7 ,7 I 2 ! 15.0 .0 I .3 ,3 1 .0 ,0 ! I 3* I .5 .0 I .3 . 3 I 5 1 .7 .7 I .0 ,p ! 1 1 S } .7 .7 I .0 ,0 ! I 1 I I ! * - Indicates cantilever span information. ** -Strip width used for positive flexure. * * * -L2 widths are 1/2 dist. to transverse column. "E " exterior strip. PARTIAL LOADING DATA * * * * * * * * * * * * * * * * * * ** ISPANILOADITYPEI PARTIAL DEAD LOADS ILOA.DITYPEI PARTIAL LIVE LOApA 1 No.1 No.1 I Wa Wb La Lb - - -- I - - -- I ---- 1------ - - - - -- ---- - - - - - } No. 1 C Wa a Wb La' lose••• -------------- I---- 1---- 1• • I 1 1 1 ( f 1 .• �� � �___ 1 •� I 1 *I 1 IUNIFI 1215.0 .0 .0 .51 1 1UNIF1 700.0 •.•:•* •* �� 1 :.•••: I 2 ! 1 IUNIFI 1215.0 •••rp • • •5ji••••i •0 .0 15.01 1 ►UNIF1 700.0 .. •0 q.5.01• • I 3 *1 1 1UNIF1 1215.0 .0 .0 .51 1 IUNIFI 700.0 '.. "Do :a "' 5 . ••••• I I I 1 ! .1 I * - Indicates cantilever span information. ' UNITS FOR: • • •••••, " " UNIFORM LOAD: Wa ....... plf La & Lb... ft '.•••: •.•• :••••� CONCENTRATED LOAD: Wa ....... kips La........ ft �••�•• TRAPEZOIDAL LOAD: Wa & Wb..plf La & Lb... ft MOMENT: Wa ....... ft -k La........ ft NOTE: Local effects of partial loadings are NOT considered by ADOSS, compute manually. 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 4 1:53:25 PM Licensed to: i.c., miami, f1 BEAMS ALONG SPAN DATA SPAN I BEAM I BEAM DEPTHS I HAUNCH LENGTHS I INUMBERI WIDTH I LEFT CENTER RIGHT I LEFT RIGHT I I I (in) I (in) (in) (in) I (ft) (ft) ----------- - - - - -I I i I I I I 1 I 8.0 I 20.0 20.0 20.0 I .0 .0 I 2 ► 8.0 I 20.0 20.0 20.0 I .0 .0 I 3 I 8.0 I 20.0 20.0 20.0 I .0 .0 00 00 6606:0 ! I I I 0000 • 0000 0000.. 0000.. 0000 0000.. 0000.. • 0000.. 0000 0000.. 0000 . 0000. ...... 0000. 0000.. 0000.. 0 0000 00000. •• • •• • • • • • 00 • 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 5 1:53:25 PM Licensed to: i.c., mi.ami, fl COLUMN /TORSIONAL DATA * * * * * * * * * * * * * * * * * * * ** I COLUMN I COLUMN ABOVE SLAB I COLUMN BELOW SLAB I CAPITAL ** ICOLUMN MIDDLEI NUMBER I Cl C2 HGT I C1 C2 HGT IEXTEN. DEPTHISTRIP* STRIP *I I I (in) (in) (ft) I (in) (in) (ft) I (in) (in) I (ft) (ft) I 1-------- 1------------------- I------------------- I I I I I I I I I I 1 1 .0 .0 .0 I 8.0 12.0 10.0 I .0 .0 1 .7 .0.1 I 2 I .0 .0 .0 I 8.0 12.0 10.0 I .0 .0 ) .7 .0 1 I I f I ! I Columns with zero "C2" are round columns. * -Strip width used for negative flexure. * *- Capital extension distance measured from face of column. I COLUMN 1 SUPPORT I I NUMBER I FIXITY* I I I % I I-------- 1----- - - - - -I I I i I 1 I 0% I I 2 I 0% I •••• • • * - Support fixity of 0% denotes pinned condition. •••;•• so •' "'•�• Support fixity of 999% denotes fixed end condition. ••" " ' :••••� •••• • ••••• • • •••••• •••••• • • • •••• •••••• s• • •• • • • • • • 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 6 1:53:25 PM Licensed to: i.c., miami, fl LATERAL LOAD /OUTPUT DATA * * * * * * * * * * * * * * * * * * * * * * ** LATERAL LOADS ARE NOT SPECIFIED OUTPUT DATA PATTERN LOADINGS: 1 THRU 4 PATTERN LIVE LOAD FACTOR (1 -3) = 100% LOAD FACTORS: U = 1.40 *D + 1.70 *L U = .75( 1.40 *D + 1.70 *L + 1.70 *W) U = .90 *D + 1.30 *W OUTPUT OPTION(S): Input Echo Column Service Load Table Shear Table Reinforcing Required Deflections * *TOTAL UNFACTORED DEAD LOAD = 21.884 kips . . . • LIVE LOAD = 11.200 kips •' • .� • • ...•... .. .. ...... • 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 7 1:53:25 PM Licensed to: i.c., miami, fl SERVICE LOAD TABLE FOR INPUT TO PCACOL SLENDER COLUMN DESIGN COLUMN NUMBER 1 AXIAL LOAD MOMENT AT MOMENT AT (kips) TOP (ft -k) BOT (ft -k) ------------------------------------------------------- LOAD PTRN 1 DEAD 10.9 .0 .0 LIVE 5.6 .0 .0 LATL .0 .0 .0 LOAD PTRN 2 DEAD 10.9 .0 .0 LIVE .4 . 0 .0 LATL .0 . 0 .0 LOAD PTRN 3 DEAD 10,9 :0 .0 LIVE 5.2 .0 .0 LATL .0 . 0 .0 LOAD PTRN 4 DEAD 10.9 ,0 . 0 LIVE 5.6 . 0 .0 LATL .0 . 0 .0 COLUMN NUMBER 2 AXIAL LOAD MOMENT AT MOMENT AT •����• (kips) TOP (ft -k) BbT •Nt -k) • --- - - - - -- -.• _•__ • • ------------------- LOAD PTRN 1 DEAD 10.9 . 0 •.•�•• •• •• •••••• LIVE 5.6 . 0 •.•.•• • • • LATL ,0 .0 •.•• . • • • 0 •••••• ••••• •••••• • • ••s•• LOAD PTRN 2 DEAD 10.9 .0 • •0 •••••• ••.••• LIVE ,4 .0 •• ••• • LATL ,0 •••••• • �• • ,LOAD PTRN 3 DEAD • • •••• i••••i LIVE 10.9 .0 �� i0 •••� • • 5.2 .0 ,0 a 0 •. . LATL .0 . 0 .0 LOAD PTRN 4 DEAD 10.9 ..0 .0 LIVE 5.6 .0 .0 LATL .0 .0 .0 NOTE: Add dead, live and lateral axial loads as appropriate. Top moments are those at joint bottom. Bottom moments are those at joint top. Moments are positive when counter - clockwise. Axial forces positive when compressive. ------------------------------------------ - - - - -- 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 8 1:53:25 PM Licensed to: i.c., miami, fl B E A M S H E A R R E¢ U I R E M E N T S (kips, sq.in. /in., ft.) NOTE -- Allowable shear stress in beams = 109.54 psi (see "CODE "). ------------------------------------------------------------------------------ BEAM LEFT SIDE 1-- FRACTIONAL DIST. ALONG SPAN -1 RIGHT SIDE LEFT SPAN PATT. Vu @d Av /s Av /s Av /s Av /s Av /s Av /s Vu @d Vc /2. NO. NO. SHEAR @d .175 .375 .625 .825 @d SHEAR DIST. ------------------------------------------------------------------------------ 1 * * Span shear requirements negligible or zero 2 1 17.8 .007* .007* .000 .000 .007* .007* -17.8 5.63 2 1 17.8 .007* .007* .000 .000 .007* .007* -17.8 5.63 3 * * Span shear requirements negligible or zero ------------------------------------------------------------------------------ NOTES: 1.) To obtain stirrup spacing, divide stirrup area by Av /s value above. 2.) To obtain stirrup area, multiply spacing by Av /s value. 3.) Local effects due to loadings applied at other segments along beam span must be calculated manually. 4.) Symbols following Av /s values: * - Code required minimum shear.reinforcement. x - Vs exceeds 2 *Vc, maximum stirrup spacing must be halved. + - Av /s value at segment located within effective depth. •••••• ••••�• - Vs exceeds 4 *Vc, section geometry has to be redesigried. • • • • •e • � 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 9 1:53:25 PM Licensed to: i.c., miami, fl N E G A T I V E R E I N F O R C E M E N T ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * B E A M COLUMN *PATT *LOCATION * TOTAL * TOP STEEL * BOTTOM STEEL NUMBER* NO.* @COL FACE* DESIGN * AREA WIDTH * AREA WIDTH . * (ft -k) * (sq.in) (in) * (sq.in) (in) ------------------------------------------------------------- 1** 4 L II -.3 .47 8.0 2 ** 4 II R .3 .47 8.0 * - No doubly reinforced section is required. ** - Positive reinforcement required, compute manually. P O S I T I V E R E I N F O R C E M E N T i * B E A M SPAN *PATT *LOCATION * TOTAL * BOTTOM STEEL * TOP STEEL NUMBER* N0. *FROM LEFT* DESIGN * AREA WIDTH * AREA WIDTH (£t) (ft -k) * (sq.in) (in) * (sq.in) (in) --------------------------------------------------------------- 2 3 7.9 87.6 1.24 8.0 0000 * - No doubly reinforced section is required. . • •••• ••••;• NOTE: Beam reinforcement areas are based on one layer. •• • •• • ; 000.0. .. •. 0000.. 000000 • 0000.0 •y•• • • • • •••••• • • ••••• • • •••• •••••• • • so 0 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 10 1:53:25 PM Licensed to: i.c., miami, f_ D E F L E C T I 0 N A N A L Y S I S ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTES- -Spans 1 and 3 are cantilevers. - - Time - dependent deflections are in addition to those shown and must be computed as a multiplier of the dead load(DL) deflection. See "CODE" for range of multipliers. -- Deflections due to concentrated or partial loads may be larger at the point of application than those shown at the centerline. - - Modulus of elasticity of concrete, Ec = 3321. ksi * * C O L U M N S T R I P * M I D D L E S T R I P * DEAD * DEFLECTION DUE TO: * DEFLECTION DUE TO: SPAN* LOAD *-------------------------------------------------------- NUMBER * Ieff. * DEAD * LIVE * TOTAL * DEAD * LIVE * TOTAL * (in ^4) * (in) (in) (in) (in) * ( in) * (in) -------------------------------------------------------------------------- 1 5333. -.009 -.005 -.014 N o t a p p l i c a b l e 2 3252. .145 .086 .231 N o t a p p 1 i c a b 1 e 3 5333. -.009 -.005 -.014 N o t a p p 1 i c a b."e- . 0000 . * . 0000.. Program completed as requested * • • • . so 0 000.09 .. •. 0000.. 0000.. • •00.00 . . 0000•. 0000 . 0000. 0000.. . 0000. • . 0000.. .. .. . 0000.. . 0000 0000.. . . 0000 . • JOSE L. GU ZMAN PE 16581 SW 64' TERRACE MIAMI, FLORIDA PHONE 303 3381082 PE uC. 56138 ,ice Av l ENO. OF a CALCULATED BY. CHECKED 8r DATE I I i •.. • i is • i � •••i••• •} ! • • � ... • •Al { I i i t { • ` f i i t .. i 1 3 = i } i s + i t � � F s f € { f 1 e � j -• jjj -___. _ f _ !• { € ^ I j ] jjj V. { 3 f *a •• oil *g • _ .. •� ....._..._ ..... ... I..... ... ..' - ....3. _.i...... i • ol •• # 04 04 # • € ! # so •j• .... ....... ... ii • : • • FF _ .__....' .. ...._..... _. I .. _ O ......... .....__ i �_.1..._ ? I _ � _ I I i •.. • i is • i � •••i••• •} ! • • � ... • •Al { I i i t { • ` f i i t .. i 1 3 = i } i s + i t � � F s f € { f Title : Job # Dsgnr: Date: 12:25PM, 2 MAR 08 Description scope: 10 - q Rev 580000 User.K -2003E 15.Ver5.8.0.1- Dec -2003 Concrete Rectangular & Tee Beam Design Page 1 (c)t983 -2003 ENERCALC Engineering Software Description General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 6000 Span 18.00 it Pc 3,000 psi Depth 22.000 in F 60,000 psi Width 8.000 in Concrete Wt. 150.0 pcf Seismic Zone 0 End Fixity Pinned - Pinned Beam Weight Added Internally Live Load acts with Short Term Reinforcing Reber @ Center of Beam... Reber @ Left End of Beam... Rebar @ Right End of Beam... Count Size 'd' from Top Count Size 'd' from Top Count Size 'd' from Top #1 2 7 19.50in #1 in #1 in #2 2 7 17.50 in #2 in #2 in Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Uniform Loads Dead Load Live Load Short Term Start •Fsgd• #1 0.360 k 0.240 k k O.000.ft •1.8.wrft Concentrated Loads • Dead Load Live Load Short Term • • *; • Location 0 #1 11.500 k 6.500 k k • • : • 12.00q,ft ; " ": Summary _ - • .... � s41 *•• Beam Deign 011: ;•�• Span = 18.00ft, Width= 8.00in Depth = 22.00in �' • ; : * *so* • so:* Maximum Moment: Mu 150.40 k -ft • • Allowable Moment: Mn* hi 161.66 k -ft Maximum Deflection ; • •3 in • Maximum Shear: Vu 26.68 k Max Reaction @ Left • 43.05k • • • • • • Allowable Shear: Vn *phi 36.97 k Max Reaction @ Right ' • • 0 10.05 k • • • • • Shear Stirrups... • • • • Stirrup Area @ Section 0.220 in2 Region 0.000 3.000 6.000 9.000 12.000 15.000 18.000 ft Max. Spacing 9.750 9.750 9.750 9.750 Not Req'd 9.750 9.750 in Max V 17.717 16.118 12.584 5.600 5.600 25.084 26.683 k Bending & Shear Force Summary Bending... Mn *Phi Mu, Eq. C -1 Mu, Eq. C -2 Mu, Eq. C -3 @ Center 161.66 k -ft 150.40 k -ft 112.80 k -ft 58.91 k -ft @ Left End 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft @ Right End 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear... Vn *Phi Vu, Eq. C -' Vu, Eq. C-: Vu, Eq. C-: @ Left End 36.97 k 17.72 k 13.29 k 7.08 k @ Right End 36.97 k 26.68 k 20.01 k 10.49 k Deflection Deflections... Upward Downward DL + [Bm Wt] 0.0000 in at 0.0000 it -0.2708 in at 9.5040ft DL + LL + [Bm Wt] 0.0000 in at 0.0000 ft - 0.4207 in at 9.5040ft DL + LL + ST + [Bm Wt] 0.0000 in at 0.0000 ft - 0.4207 in at 9.5040ft Reactions... 68 Left Cat Right DL + [Bm Wt]] 8.723 k 12.557 k DL + LL + [Bm Wt] 13.050 k 19.050 k DL + LL+ ST + [Bm Wt] 13.050 k 19.050 k Title : Job # Dsgnr: Date: 12:25PM, 2 MAR 08 Description Scope: Revs 580000 User. KW- 0603515, Ver580. 1- Dec -2003 Concrete Rectangular & Tee Beam Desig Page 2 (c) 1983 -2003 ENERCALC Engineering Software Description Section Analysis Evaluate Moment Capacity... Center Left End Right End X : Neutral Axis 8.300 in 0.000 in 0.000 in a = beta * Xneutral 7.055 in 0.000 in 0.000 in Compression in Concrete 143.922 k 0.000 k 0.000 k Sum [Steel comp. forces] 0.000 k 0.000 k 0.000 k Tension in Reinforcing - 144.000 k 0.000 k 0.000 k Find Max As for Ductile Failure... X- Balanced 11.541 in 0.000 in 0.0000 in Xmax = Xbai * 0.75 8.656 in 0.000 in 0.000 in a -max = beta * Xbal 9.810 in 0.000 in 0.000 in Compression in Concrete 150.088 k 0.000 k 0.000 k Sum [Steel Comp Forces] 0.000 k 0.000 k 0.000 k Total Compressive Force 150.088 k 0.000 k 0.000 k AS Max = Tot Force / Fy 2.501 in2 0.000 in2 0.000 in2 Actual Tension As 2.400 OK 0.000 OK 0.000 OK Additional Deflection Calcs Neutral Axis 7.745 in Mcr 22.09 k -ft Igross 7,098.67 in4 Ms:Max DL + LL 99.76 k -ft [cracked 3,839.85 in4 R1 = (Ms:DL +LL)/Mcr 0.221 Elastic Modulus 3,122.0 ksi Ms:Max DL +LL +ST 100.20 k -ft Fr = 7.5 * fO.5 410.792 psi R2 = (Ms:DL +LL +ST)/Mcr 0.220 • •" Z:Cracking 170.461 k/in Leff... Ms(DL +LL) *3,87&240 in4 • • • • • • • • • • • Z:cracking > 145: Interior Only! teff... Ms(DL +LL +ST) •4,$P4.172 in4. • • • Eff. Flange Width 8.00 in • • . • •66.06 66 •• 6666•• ACI Factors (per ACI 318 -02, applied intemally to entered loads) • •66666 . 6 6666 . ACI C -1 & C -2 DL 1.400 ACI C -2 Group Factor 0.750 Add "I "1.g," j for Se 'a • 6 1.400 ACI C -1 & C -2 LL 1.700 ACI C -3 Dead Load Factor 0.900 Add "I "0.9 "q%t 1br for Seismic 0.9(10 • * • ACI C -1 & C -2 ST 1.700 ACI C -3 Short Term Factor 1.300 6 • • • • • • • • 6 .6 • .... seismic =ST *: 1.100 6• ; " "' 6.6.66 • ••6666 • • • • 6666 6666•• � 6 •666 • • • • • •6666• Title : Job # Dsgnr: Date: 11:22AM, 2 MAR 08 Description: Scope: �® Rev: 580000 Use 3-2 0 ENE , ALC En , 1 eering003 Concrete Rectan Rectangular & Tee Beam Des Page 1 (c»983 -2003 ENERCALC Engineering Software Concrete Description General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Span 18.00 ft Pc 3,000 psi Depth 20.000 in Width 8.000 in Fy 60,O00psi Concrete Wt. 150.0 pcf Seismic Zone 0 End Fixity Pinned - Pinned Beam Weight Added Intemally Live Load acts with Short Term Reinforcing Reber @ Center of Beam... Reber @ Left End of Beam... Rebar @ Right End of Beam... Count Size 'd' from Top Count Size 'd' from Top Count Size 'd' from Top #1 2 8 17.50in #1 in #1 in Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Uniform Loads Dead Load Live Load Short Term Start End #1 0.360 k 0.240 k k 0.000 ft 18.000 ft Summary "' ••. BeaiiMbign OK Span = 18,00ft, Width= 8.00in Depth = 20.00in • • • ,' , : '. Maximum Moment : Mu 46.39 k -ft ' • "" ' " " "• Allowable Moment: Mn *phi 107.89 k -ft Maximum Deflection •..;$.5882 in • • �; Maximum Shear: Vu * 8.66 k Max Reaction @ Left •: :s : -5,90 k e••••• .•.• Allowable Shear: Vn phi 35.48 k Max Reaction @ Right • • g.90 k . ; • • ` Shear Stirrups... • • • • • • • • • • • • • Stirrup Area @ Section 0.220 in2 • • • s • • R egion 0.000 3.000 6.000 9.000 12.000 j$.tiBQ: 18.000 ft Max. Spacing 8.750 8.750 Not Req'd Not Req'd Not Req'd 0 8.750' .VIO(rim ' Max Vu 8 6.92 3.463 3.381 3.381 .6.845 &.97"k ' ••ei Bending & Shear Force Summary '• �• ' Bending... Mn *Phi Mu, Eq. CA Mu, Eq. C -2 Mu, Eq. C -3 • Center 107.89 k -ft 46.39 k -ft 34.79 k -ft 19.20 k -ft • Left End 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft @ Right End 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear... Vn *Phi Vu, Eq. C Vu, Eq. C-: Vu, Eq. C-: @ Left End 35.48 k 8.66 k 6.49 k 3.58 k @ Right End 35.48 k 8.58 k 6.43 k 3.55 k Deflection Deflections... Uoward Downward DL + [Bm Wt] 0.0000 in at 0.0000 ft -0.0931 in at 9.00OOft DL + LL + [Bm Wt] 0.0000 in at 0.0000 ft -0.1882 in at 9.00OOft DL + LL + ST + [Bm Wt] 0.0000 in at 0.0000 ft - 0.1882 in at 9.0000ft Reactions... A Left 0 Right DL + [Bm Wt]] 4.740 k 4.740 k DL + LL + [Bm Wt] 6.900 k 6.900 k DL + LL + ST + [Bm Wt] 6.900 k 6.900 k Title : Job # Dsgnr: Date: 11:22AM, 2 MAR 08 Description Scope: Rev: 580000 Page 2 User: KW- 0603515, Ver 5.8.0. 1 -Dec -2003 Concrete Rectangular & Tee Beam Design (c)1983 -2003 ENERCALC Engineering Software Description Section Analysis Evaluate Moment Capacity... Center Left End Right End X: Neutral Axis 5.465 in 0.000 in 0.000 in a = beta * Xneutral 4.645 in 0.000 in 0.000 in Compression in Concrete 94.763 k 0.000 k 0.000 k Sum [Steel comp. forces] 0.000 k 0.000 k 0.000 k Tension in Reinforcing - 94.800 k 0.000 k 0.000 k Find Max As for Ductile Failure... X- Balanced 10.357 in 0.000 in 0.0000 in Xmax = Xbal " 0.75 7.768 in 0.000 in 0.000 in a -max = beta * Xbal 8.804 in 0.000 in 0.000 in Compression in Concrete 134.695 k 0.000 k 0.000 k Sum [Steel Comp Forces] 0.000 k 0.000 k 0.000 k Total Compressive Form 134.695 k 0.000 k 0.000 k AS Max = Tot Force / Fy 2.245 in2 0.000 in2 0.000 in2 Actual Tension As 1.580 OK 0.000 OK 0.000 OK Additional Deflection Calcs Neutral Axis 6.390 in Mcr 18.26 k -ft Igross 5,333.33 in4 Ms:Max DL + LL 31.05 k -ft Icracked 2,507.32 in4 R1 = (Ms:DL +LL)/Mcr 0.588 Elastic Modulus 3,122.0 ksi Ms:Max DL +LL +ST 31.05 k -ft Fr = 7.5 * Pc".5 410.792 psi R2 = (Ms:DL +LL +ST) /Mcr 0.588 0 00 0 Z:Cracking 78.198 k/in Leff ... Ms(DL +LL) 3,081.842 in4 • • Leff... Ms(DL+LL +ST) '.9,08j%. 42 in4 ••'• " "" • Eff. Flange Width 8.00 in •• ' ' 0 ' ' ACI Factors (per ACI 318 -02, applied internally to entered loads) • • ACI C -1 & C -2 DL 1.400 ACI C -2 Group Factor 0.750 Add'9 "1.4" fpl;Vr for SelSmic , 1.4 P: ACI C - 1 & C - 2 LL 1.700 ACI C - 3 Dead Load Factor 0.900 Add "I "0.9*,Fp pf for Se�"& • 0.9gp ... ACI C -1 & C -2 ST 1.700 ACI C -3 Short Term Factor 1.300 ' ' •••••• • • ••••• ....seismic = ST * : 1.100 • • " "" ... • • • • • • •••• •••••• 00 • F s. p. C 16 r 03 - 05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 2 1:48:27 PM Licensed to: i.c., miami, fl FILE NAME C: \PROGRA- 1 \ADOSS \DATA \EX5.ADS PROJECT ID. ---- - - - - -- ----------------------- S PAN ID. BEAM ENGINEER AM DATE 1/18/2008 TIME 10:54:43 UNITS U.S. in -lb CODE ACI 318 -95 SLAB SYSTEM CONTINUOUS BEAM FRAME LOCATION INTERIOR DESIGN METHOD STRENGTH DESIGN NUMBER OF SPANS 3 CONCRETE FACTORS SLABS BEAMS COLUMNS DENSITY(pcf ) 150.00 150.00 150.00 0000•• TYPE NORMAL WGT NORMAL WGT NORMAL WGT • • 0000 008••9 • f'c (ksi) 3.00 3.00 3.00 •e . •• 0 : '• density factor 1.00 1.00 9.0000 " •' '•" " fr (p 1.00 0.0:00 • • • 410.80 410.80 410.80 0000•• 0009 • • . • • 9 0000•• REINFORCEMENT DETAILS: NON - PRESTRESSED •••0•• • • •0•�• • • •90.0• YIELD STRENGTH (flexural) Fy = 60.00 ksi 00 00 •98••0 YIELD STR ENGTH (stirrups) Fyv = 60.00 ksi • • • • DISTANCE TO RF CENTER FROM TENSION FACE: 0 0 0��0 9.8.0• AT BEAM TOP = 0 0 000 0 • 2.50 in OUTER LAYER 0 . 0 0 ; . , ;••••� AT BEAM BOTTOM = 2.50 in • • • FLEXURAL BAR SIZES: MINIMUM 0� = I MAXIMUM AT BEAM TOP # 4 #14 AT BEAM BOTTOM = # 4 #14 MINIMUM SPACING: IN BEAM = 1.00 in I 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 3 1:48:27 PM Licensed to: i.c., miami, fl SPAN /LOADING DATA * * * * * * * * * * * * * * * ** I SPAN ILENGTH Tslab I WIDTH L2 * * * SLAB I DESIGN COLUMN I UNIFORM LOADS I INUMBERI L1 I LEFT RIGHT I SYSTEM I STRIP STRIP * *► S. DL LIVE I I I (ft) (in) ( (ft) (ft) I I (ft) (ft) Hpsf ) ( psf ) I I------ I-------------- I-------------- I-------- 1---------------- 1---------- - - - - -I I I I i I I I I 1* I .5 .0 1 .3 .3 1 5 1 .7 .7 I .0 .0 1 1 2 I 8.7 .0 1 .3 .3 I 5 1 .7 .7 1 .0 .0 I I 3* I 6.0 .0 1 .3 .3 1 5 1 .7 .7 1 .0 .0 1 I I I 1 I I I * - Indicates cantilever span information. ** -Strip width used for positive flexure. * * * -L2 widths are 1/2 dist. to transverse column. "E "- Indicates exterior strip. PARTIAL LOADING DATA * * * * * * * * * * * * * * * * * * ** ISPANILOADITYPEI PARTIAL DEAD LOADS ILOADITYPE! PARTIAL LIVE LOADS I I No.1 No.1 I Wa Wb La Lb I No.1 I Wa Wb Lao Lb I I 1 *I 1 IUNIF) 676.0 .0 .0 .51 1 IUNIFI 120.0 ••0 ,' r• 0 .0 .51 • I 2 ► 1 1UNTFI 676.0 .0 .0 8.71 1 IUNIFI 120.0 * * Wo o ,0 • 8.71: 1 3 *1 1 IUNIFI 676.0 .0 .0 6.01 1 ►UNIF1 120.0 '00.0 i"••'6.01 I I I I ! I 00000* . _ _ 1 00 : #0 0000.. 0000 0000.. * - Indicates cantilever span information. 000000 0 0' 0 0000 00 +000 UNITS FOR: • • ' 000• ' • • • • • •0000• UNIFORM LOAD: Wa ....... plf La & Lb... ft •• • •• • CONCENTRATED LOAD: Wa ....... kips La........ ft •• • TRAPEZOIDAL LOAD: Wa & Wb..plf La & Lb... ft MOMENT: Wa.. ....ft -k La........ ft NOTE: Local effects of partial loadings are NOT considered by ADOSS, compute manually. 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 4 1:48:27 PM Licensed to: i.c., miami, fl BEAMS ALONG SPAN DATA I SPAN I BEAM I BEAM DEPTHS ( HAUNCH LENGTHS I (NUMBER] WIDTH I LEFT CENTER RIGHT ( LEFT RIGHT I ] ] (in) ( (in) (in) (in) (. (ft) (ft) ]------]-------]------------------------- ]----------- - - - - -] I I I I I ] 1 ] 8.0 ] 12.0 12.0 12.0 ( .0 .0 I ( 2 ] 8.0 ] 12.0 12.0 12.0 ] .0 .0 I ] 3 ] 8.0 ] 12.0 12.0 12.0 ( .0 .0 I I I I f I 0000 0000 000000 . . 000060 0000 0000.. 0000.. 0000.. 0000 0000.. 0000 0000. 000000 . . 00000 0000.. .. .. 0 0.000.. 0000.. 0 0 0000 0.0.00 0000 . 0000.. 00 . 00 0 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 5 1:48:27 PM Licensed to: i.c., miami, fl COLUMN/TORSIONAL DATA I COLUMN I COLUMN ABOVE SLAB ( COLUMN BELOW SLAB I CAPITAL ** ICOLUMN MIDDLE( I NUMBER I C1 C2 HGT ► C1 C2 HGT IEXTEN. DEPTHISTRIP* STRIP *I I ► (in) (in) (ft) i (in) (in) (ft) I (in) (in) I (ft) (ft) I }-- - - - - -- I------------- - - - - -- I------------- - - - - -- I------- - - - - -- I-------- - - - - -- I I I i 1 I I I 1 I .0 .0 .0 I 8.0 12.0 10.0 I .0 .0 ( .7 .0 I 2 I .0 . .0 .0 I 8.0 12.0 10.0 I .0 .0 I .7 .0 I I i I I I I Columns with zero "C2" are round columns. * -Strip width used for negative flexure. * *- Capital extension distance measured from face of column. I COLUMN I SUPPORT I I NUMBER I FIXITY* f I % I -------- I----- - - - - -I I i i 1 I 0% I 2 ( 0% I 0000 I-------- I----- - - - - -I 00 0000.. * - Support fixity of 0% denotes pinned condition. •••••• •••••� ••••:• Support fixity of 999 denotes fixed end condition. •••••• • • • 0000.. •..• . 0.000 00.0. .8 . . 000.0 • 000.0. 80 00 . 880888 :00 :0: • .•.. 0666% • . 0000 . . e••••• 8• • 00 0 8 • 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 6 1:48:27 PM Licensed to: i.c., miami, fl LATERAL LOAD /OUTPUT DATA LATERAL LOADS ARE NOT SPECIFIED OUTPUT DATA PATTERN LOADINGS: 1 THRU 4 PATTERN LIVE LOAD FACTOR (1 -3) = 100% LOAD FACTORS: U = 1.40 *D + 1.70 *L U = .75( 1.40 *D + 1.70 *L + 1.70 *W) U = .90 *D + 1.30 *W i OUTPUT OPTION(S): Input Echo Column Service Load Table Shear Table Reinforcing Required Deflections 0000 * *TOTAL UNFACTORED DEAD LOAD = • • •••• •••••• 11.639 kips LIVE LOAD = 1.820 kips •• • 0 6 : •. 0000.. 00 .. 0000% 000000 6 6666 6 .0660. 0 0 666666 .6666 6 6666. 6666.6 . 6 66.666 6 666666 66 .6 6.666. 6 66.666 • 0 6 6666 666666 • 0 • . • 666666 66 • 00 0 • 0 00 . 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 7 1:48:27 PM Licensed to: i.c., miami, fl SERVICE LOAD TABLE FOR INPUT TO PCACOL SLENDER COLUMN DESIGN COLUMN NUMBER 1 AXIAL LOAD MOMENT AT MOMENT AT (kips) TOP (ft -k) BOT (ft -k) ------------------------------------------------------------- LOAD PTRN 1 DEAD 2.1 .0 .0 LIVE .6 .0 '0' LATL .0 . .0 LOAD PTRN 2 DEAD 2.1 .0 .0 LIVE -.2 .0 .0 LATL .0 . .0 LOAD PTRN 3 DEAD 2.1 .0 .0 LIVE .5 •0 .0 LATL .0 . .0 LOAD PTRN 4 DEAD 2.1 .0 .0 LIVE .3 . .0 LATL .0 . .0 COLUMN NUMBER 2 AXIAL LOAD MOMENT AT MOMENT AT 0000 (kips) TOP (ft -k) B@T (g� -k} 0 0.0•' 0000•• • ---------------------------------------------- --------- - - -••- + - -- • • • LOAD PTRN 1 DEAD 9.6 .0 •00: ' "••: '• ":' LIVE 1.5 .0 ••••••.Q • • • 0000•• LATL .0 .0 0 :••• :• • • 0000 • 0000• LOAD PTRN 2 DEAD 9.6 .0 " � "� :000:0 0000• .0 0000 , o 0000.. LIVE 1 .0 .0 . . 0000 0000.. LOAD PTRN 3 DEAD 9.6 •0 : ' •0.0 • • 0000•• LIVE .5 .0 .0 • • • LATL .0 LOAD PTRN 4 DEAD 9.6 .0 .0 LIVE 1.5 .0 .0 LATL .0 . .0 NOTE: Add dead, live and lateral axial loads as appropriate. Top moments are those at joint bottom. Bottom moments are those at joint top. Moments are positive when counter - clockwise. - - - - -- - Axial forces positive when compressive. --------------------------------------------------------------- 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 8 1:48:27 PM Licensed to: i.c., miami, fl B E A M S H E A R R E Q U I R E M E N T S (kips, sq. in. /in. , ft.) ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTE -- Allowable shear stress in beams = 109.54 psi (see "CODE "). ----------------------------------------------------------------------------- BEAM LEFT SIDE ( -- FRACTIONAL DIST. ALONG SPAN -) RIGHT SIDE LEFT SPAN PATT. Vu @d Av /s Av /s Av /s Av /s Av /s Av /s Vu @d Vc /2. NO. NO. SHEAR @d .175 .375 .625 .825 - @d SHEAR DIST. 1 * * Span shear requirements negligible or zero 2 1 1.9 .000 .000 .000 .007* .007* .007* -6.4 .22 2 1 1.5 .000 .000 .000 .007* .007* .007* -6.8 .22 3 1 6.3 .007* .000+ .007* .000 .000 .000 .0 3.45 -------------------------------------------------------------------------- - - -- NOTES: 1.) To obtain stirrup spacing, divide stirrup area by Av /s value above. 2.) To obtain stirrup area, multiply spacing by Av /s value. 3.) Local effects due to loadings applied at other segments along beam span must be calculated manually. 4.) Symbols following AvIs values: * - Code required minimum shear reinforcement. x - Vs exceeds 2 *Vc, maximum stirrup spacing must be halved. + - Av /s value at segment located within effective depth. 00 *0 - Vs exceeds 4 *Vc, section geometry has to be redgsiWed. 0 00,0 • 0000.• 0000•. #0 •••••• • 0000•• 0000 • • • • • • 0000•• I 0000 • 0000• 00.00• • • 0000• •• •• 0 0.00. 0. •••••• • • • • 0000 00.0.0 • • • • 0000 • • • • • 0000•• •• • •• • • • 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 9 1:48:27 PM Licensed to: i.c., miami, fl N E G A T I V E R E I N F O R C E M E N T ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * B E A M COLUMN *PATT *LOCATION * TOTAL * TOP STEEL * BOTTOM STEEL NUMBER* NO.* @COL FACE* DESIGN * AREA WIDTH * AREA WIDTH * (ft - k) * (sq.in) (in) * (sq.in) (in) -------------------------------------------------------------- 1** 4 L -.1 .25 8.0 2 2 L it -20.8 .53 8.0 * - No doubly reinforced section is required. ** - Positive reinforcement required, compute manually. P O S I T I V E R E I N F O R C E M E N T * B E A M SPAN *PATT *LOCATION * TOTAL * BOTTOM STEEL * TOP STEEL NUMBER* NO. *FROM LEFT* DESIGN * AREA WIDTH * AREA WIDTH (ft) * (ft -k) * (sq.in) (in) * (sq.in) (in) --------------------------------------------------------------- 2 3 2.4 4.2 .25 8.0 9999 * - No doubly reinforced section is required. ; �•• 9999 ••••�• NOTE: Beam reinforcement areas are based on one layer. •• • •• ; •• 0.6660 •• •• 9606•• 00.060 • • • 9 9999 . • • 999•• • 6 • •6666• 0000 • •669• •666•• • • 00600 • • 999.9• •• •• • ••06.0 ••660• 0 0 0 • • • 6 • • ••06 999.9• • • •066 6 6 00 0000*9 09 • •• • 0 • • • 00 • �T 03 -05 -2008 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 10 1:48:27 PM Licensed to: i.c., miami, f; D E F L E C T I 0 N A N A L Y S I S ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTES- -Spans 1 and 3 are cantilevers. -- Time - dependent deflections are in addition to those shown and must be computed as a multiplier of the dead load(DL) deflection. See "CODE" for range of multipliers. -- Deflections due to concentrated or partial loads may be larger at the point of application than those shown at the centerline. -- Modulus of elasticity of concrete, Ec = 3321. ksi * * C O L U M N S T R I P * M I D D L E S T R I P * DEAD * DEFLECTION DUE TO: * DEFLECTION DUE TO: SPAN* LOAD *-------------------------------------------------------- NUMBER * Ieff. * DEAD * LIVE * TOTAL * DEAD * LIVE * TOTAL * (in ^4) * (in) (in) * (in) (in) * (in) * (in) -------------------------------------------------------------------------- 1 1152. .000 .000 .000 N o t a p p 1 i c a b l e 2 1033. -.005 -.001 - N o t a p p l i c a b l e 3 359. .220 .055 .275 N o t a p p i c a b l e •••• * Program completed as requested * 0 �•� `••••' •••••• • •••• • ••••• •••••• • • ••••• •• •• • •••••• JOSE L. GUZMAN PE 16581 SW 64 TERRACE MIAMI, FLORIDA PHONE 305 338 1082 nM 1 in =4 JOB vpl er luw6g�j SHEET NO OF CALCULATED sv DATE CHECKED BY DATE •0 000foe* 1 V.— 6 t t r - ... . . . ..... T . ... ...... . . .. ... ..... .... . . ........ . ..... . ..... .. IL Sol 4v .. . ._ .... .. - . . ..... ...... - .0's. ro ---- ---- k-4 ---- -- -- r __ {._. »_. .. . ........ T J .. ......... •0 000foe* 1 V.— Title: Job # Dsgnr. Date: 11:34AM, 2 MAR 08 Description : Scope : z EP Rev 580000 Page 1 User. KW- 0603515.Ver 5.80. 1- Dec -2003 Concrete Rectangular & Tee Beam Design {c)1983 -2003 ENERCALC Engineering Software Description General Information Code Ref ACI 318 -02,1987 UBC, 2003 IBC, 2003 NFPA 5000 Span 14.67 It fc 3,000 psi Depth 24.000 in Fy 60,000 psi Width 8.000 in Concrete Wt. 150.0 pcf Seismic Zone 0 End Fixity Pinned- Pinned Beam Weight Added Internally Live Load acts with Short Term Reinforcing Rebar @ Center of Beam... Reber @ Left End of Beam... Reber @ Right End of Beam... Count Size 'd' from Top Count Size 'd' from Top Count Size 'd' from Top #1 2 7 21.50in #1 in #1 in Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Uniform Loads Dead Load Live Load Short Term Start End #1 1.300 k 0.500 k k 0.000 ft 14.670 it S Summa Beam OK umma .... ..... .. Span = 14.67ft, Width= 8.00in Depth = 24.00in •• • • • • Maximum Moment: Mu 7 9• k Maximum Deflection .Q.�1695 in Allowable Moment: Mn *phi 106.55 k -ft • • • • • • • • • Maximum Shear: Vu 16.45 k Max Reaction @ Left • 14.67 k e • • • • • • Allowable Shear: Vn *phi 38.46 k Max Reaction @ Right ••••T4.67 k• •• •• Shear Stirrups... so :*so:* Stirrup Area @ Section 0.220 1n2 • • • • • • • • • • : Region 0.000 2.445 4.890 7.335 9.780 V 14. 70 ft • Max. Spacing 10.750 10.750 Not Req'd Not Req'd Not Req'd :10 *#500 10.Y50 in •• Max Vu 16.445 14.541 7.270 7.097 7.097 14.368 • IV. k • • **o Bending & Shear Force Summary • • • •••• Bending... Mn *Phi Mu, Eq. C -1 Mu, Eq. C -2 Mu, Eq. O►, • @ Center 106.55 k -ft 79.36 k -ft 59.52 k -ft 36.32 k -ft @ Left End 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft @ Right End 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear... Vn *Phi Vu, Eq. C-1 Vu, Eq. C -; Vu, Eq. C @ Left End 38.46 k 16.45 k 12.33 k 7.53 k @ Right End 38.46 k 16.27 k 12.20 k 7.45 k. Deflection Deflections... Uaward Downward DL + [Bm Wt] 0.0000 in at 0.0000 ft -0.1023 in at 7.3350ft DL + LL + [Bm Wt] 0.0000 in at 0.0000 ft - 0.1695 in at 7.3350ft DL + LL + ST + [Bm Wtj 0.0000 in at 0.0000 ft -0.1695 in at 7.3350ft Reactions... Cal Left 1 Right DL + [Bm Wt]] 11.002 k 11.002 k DL + LL + [Bm Wtj 14.670 k 14.670 k DL + LL + ST + [Bm Wt] 14.670 k 14.670 k Title : Job # Dsgnr: Date: 11:34AM, 2 MAR 08 Description : ve, Scope: Rev 580000 Page 2 User: KW- W03515, Ver5.8.0, 1- Dec -2003 Concrete Rectangular & Tee.Beam Design (c)1983 -2003 ENERCALC Engineering Software Description Section Analysis Evaluate Moment Capacity... Center Left End Right End X: Neutral Axis 4.150 in 0.000 in 0.000 in a = beta * Xneutral 3.527 in 0.000 in 0.000 in Compression in Concrete 71.961 k 0.000 k 0.000 k Sum [Steel comp. forces] 0.000 k 0.000 k 0.000 k Tension in Reinforcing - 72.000 k 0.000 k 0.000 k Find Max As for Ductile Failure... X- Balanced 12.724 in 0.000 in 0.0000 in Xmax = Xbal * 0.75 9.543 in 0.000 in 0.000 in a -max = beta * Xbal 10.816 in 0.000 in 0.000 in Compression in Concrete 165.482 k 0.000 k 0.000 k Sum [Steel Comp Forces] 0.000 k 0.000 k 0.000 k Total Compressive Force 165.482 k 0.000 k 0.000 k AS Max = Tot Force / Fy 2.758 in2 0.000 in2 0.000 in2 Actual Tension As 1.200 OK 0.000 OK 0.000 OK Additional Deflection Calcs Neutral Axis 6.475 in Mcr 26.29 k -ft igross 9,216.00 in4 Ms:Max DL + LL 53.80 k -ft [cracked 3,240.28 in4 R1 = (Ms:DL +LL)/Mcr 0.489 Elastic Modulus 3,122.0 ksi Ms:Max DL +LL +ST 53.80 k -ft Fr = 7.5 * fc^.5 410.792 psi R2 = (Ms:DL +LL +ST)/Mcr 0.489 Z:Cracking 131.919 Win Leff... Ms(DL +LL) 3,937.537 in4 Leff... Ms(DL +LL +ST) 3,937.537 in4 Eff. Flange Width 8.00 in ACI Factors (per ACI 318 -02, applied intemally to entered loads) • • ACI C -1 & C -2 DL 1.400 ACI C -2 Group Factor 0.750 Add "I 1. Fpa`tocfor SeisUiic 1.400 • ACI C -1 & C -2 LL 1.700 ACI C -3 Dead Load Factor 0.900 Add"I "0.T.Fa iVj for Sei!%& 0.900. ACI C -1 & C -2 ST 1.700 ACI C -3 Short Term Factor 1.300 • ....seismic = ST * : 1.100 • • "" •• •• • •••••• • • • •••• •••••• • • •••• • • 00 • •• • • • JOSE L GUZMAN PE 16581 SW 64 TERRACE MIAMI, FLORIDA PHONE 305 338 1082 PE LIC. 56138 mo —Ka-e-) tall no &0x690 SHEET NO, OF CA=LA*":D BY r i DATE VC CHECKED BY DATE atC 2A f 22 ...... ... . .. � � � � ___._�.�._.� � �_..�__ t__ �� � ' _ � _�__ � .� -t__ .9;13 _�...... _�... � _ :� � t Y -7 ...... ... . L .31 . .. . ........ ... . .... 7 ... . ...... - T . . ......... .. -------- - - .... •• 7 f t f f 111 q_. FII [_ _' -{._._ �.___"'.�......_. »�. . }_..._._ }...._...... • i �.. . «�.•.�•�•�_. ` • #. { � i .�. f•.. � ....... .. . . . ........ ... - ------- ...... . ....... ... -4 --- ------- .... . .. . ..... .... .. ........ ....... . ... . ........ . -.4 t Title : Job # Dsgnr: Date: 1:OOPM, 2 MAR 08 Description Scope: ` Rev: 580000 User KW-060351 5, Ver5H.0, 1 -Dec -2003 Steel Beam Design µG O X � Page 1 (c11983 -2003 ENERCALC Engineering Software Description General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section: MCIOX26 Fy 36.00ksi Pinned - Pinned Load Duration Factor 1.00 Center Span 18.00 It Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 It Lu Unbraced Length 1.00 It Distributed Loads Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL 0.700 kht LL 0.160 kfft ST kfft Start Location ft End Location ft Summary Beam OK Static Load Case Governs Stress Using: MC1OX25 section, Span = 18.00ft, Fy = 36.Oks! End Fixity = Pinned - Pinned, Lu = 1.00ft, LDF =1.000 Actual Allowable Moment 35.841 k -ft 43.560 k -ft Max. Deflection -0.655 in fb : Bending Stress 19.550 ksi 23.760 ksi Length/DL Deft 402.4: 1 fb / Fb 0.823 :1 Length/(DL +LL Dell) 329.7 :1 Shear 7.965 k 54.720 k fv : Shear Stress 2.096 ksi 14.400 ksi fv / Fv 0.146 :1 • "'' • • • •••• •••••• Force & Stress Summary • <- These columns are Dead + Live Load pieced so noted - »• • • DL LL LL +ST LL * *so LL +ST • • i Maximum Only 15- Center 0 Center Cants • . . ants• • • • • • 0000 Max. M + 35.84 k -ft 29.36 35.84 k -ft • • Max. M- "0 0 i4k% o ••••• Max. M @ Left •• •• • k-ft ••••�• Max. M @ Right • • • • • • k -fl! • Shear @Left 7.96k 6.52 7.96 • • 6 k••• s •r•••• Shear @ Right 7.96 k 6,52 7.96 • • dr • • • • Center Dell. -0.655 in -0.537 -0.655 -0.655 0.000 0.008 00 n • o Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 'In' ' Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 7.96 6.52 7.96 7.96 k Reaction @ Rt 7.96 6.52 7.96 7.96 k Fa calc'd per Eq. E2 -1, K *Ur < Cc I Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy Title : Job # Dsgnr: Date: 1:001 2 MAR 08 Description Scope: Rev: 580000 Page 2 User. KW- 0603515. Ver5.8.0. 1 -Dec -2003 Steel Beam Design (c) 1983 -2003 ENERCALC Engineenng Software Description Section Properties MCIOX25 Depth 10.000 in Weight 24.97 #/ft Web Thick 0.380 in box 110.000 in4 Width 3.410 in lyy 7.250 in4 Flange Thick 0.575 in Sxx 22.000 in3 Area 7.35 in2 Syy 2.960 in3 Xcg Dist. 0.953 in R -xx 3.870 in Values for LRFD Design.... R-YY 0.993 in J 0.638 in4 Zx 26.200 in3 CW 124.00 in6 ZY 5.650 in3 K 1.313 in 0000•• • • ••0• • ••0••• • • • • 00 • • • • • 0.00 00.0• • • •• •• •••••• • 000000•0 • • • 0000•••• ••0• • • • • • • 0000•••• 0000•• • 0000••• •••••• • • 00.60 • • ••••*• 0000 0000 • 0000•••• • 0000•••• • • • • •••• •••••• • • • • •0.0 • 0 • • • 0000•••• •• • 0000 • • • • • 00 • 4 d e J ALL STATE All State Engineering & Testing Consultants, Inc. ENGINEERING TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES- CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES Revised March 4, 2008 January 25, 2008 Design Related 740 NE 79 St. Miami, FL 33138 Attn: Jose Oviedo RE: Subsurface investigation for proposed addition located at 1001 NE 96 St. Miami Shores, FL. Dear Sir: Pursuant to your authorization, All State Engineering & Testing Consultants, Inc. (ASETC) conducted a subsurface investigation at the above referenced project. The investigation was performed on January 24, 2008. The purpose of the investigation was to develop preliminary information about the site and the subsurface conditions existing in the vicinity of the proposed construction. To achieve the desired objective two (2) standard penetration test borings were performed and the logs are enclosed in this report. TEST METHOD: 0900 The borings were conducted in accordance with procedures outlined for standard penetrations testa&. split sppon sampling •; :• of soils by ASTM Method D -1586. 0000.0 00 • 00 0000.. 0000.. A two (2) foot long two (2) inches O.D. Split Spoon Sampler was driven into the ground by sucsessiye blor1 %•viith,140 1; 0000. • Hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time then extraoCWfor visual examinatidh•: • •. 0000.. . 0000. and classification of the retained soil samples. 0000 . .. 0000 . 0000.. The number of blows required for a one (1) foot penetration of the sampler is designated as TV" tkrmwn as4e.standaW ..:. penetration resistance value). The "N" value provides an indication of the relative density of e -non- cohesiv s ®ila and the • .. consistency of cohesive soils. • • 009000 00000• . .. . Suitable corrections are applied to this number in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N" and the relative density or consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. A continuous drilling and sampling procedures was used therefore, the samples were taken at intervals of two (2) feet or at every change in soil characteristics. The types of foundation material encountered have been visually classified and are described in detail in the boring logs. The results of the field penetration tests are presented in the boring logs in numerical forms. The average ground water level at the site was found at four (4) feet five (5) inches below the existing surface (see logs). Fluctuation in the observed ground water level should be expected due to seasonal climatic changes, rainfall variation, surface water run -off and other specific factors related to the site in question. 2380 West 78th street / Hialeah, Florida. 33016 1 Phone: 305.888.3373 Fax 305.888.7443 Page 2 — January 25, 2008 Design Related Revised March 4, 2008 FOUNDATION RECOMMENDATIONS: Based on the sub - surface conditions encountered ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., have evaluated a number of foundation systems for providing support for the proposed structure. Special consideration in the analysis was given to the following: 1. The presence of layers of organic material of varied thickness, which makes the site less appropriate for construction using regular spread footings and single column pads at the existing grade. 2. Length to width ratio of the proposed structure with special emphasis on differential settlement and column spacing. 3. The coastal location of the property. Given the above, the following foundation system was selected. AUGERCAST (Pressure grouted) PILES: Augercast (pressure grouted) piles is a feasible foundation solution. The capacity of these piles is essentially developed in tip bearing and side friction. When these piles are installed or socketed into place, they will "lock into" the rock and sand strata thereby providing adequate bearing capacity. The relationship obtained is as follows: Allowable Allowable Allowable Size Proposed Lateral Tensile Compressive Alai Length ft Load Capaci Bearina Capacity 14" 34' 2 Tons 8.0 Tons 35 Tons + • • • . . .... ...... Large grout volumes, possibly up to twice (or more) of the theoretical pile volume, maybe required 'for properAger Last pile installation. •••1•+ A minimum of three (3) piles should initially be driven (installed) at strategic locations in order.t8 9 1e_* the suggested piCe • • • • length. The entire pile driving (installation) operation should be monitored and performed in accorogg %Vith thg relevant local;..* and state requirements. The proposed length is based on the existing surface at the time of drilling..'.. • : 00000 ...... ...... • ALTERNATIVE ll: HELICAL PILES: . • • • •. • • • •' • Helical piles are another feasible alternative. The capacity of these piles is essentially develope8 in besnlg and side friction. When these piles are installed or socketed into place, they will "lock into" the rock and sand strata thereby providing adequate bearing capacity. The analysis for this foundation alternative consisted of determining a pile capacity for specific size and depth of installation. Allowable Allowable Allowable Size Proposed Tension Compressive Dia Length ft Ca aci Bearina Capacity Type B. Pier 3.5" 34 5 tons 15 tons A minimum of three (3) indicator piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length. The entire pile driving (installation) operation should be properly monitored and performed in accordance with the relevant local and state requirements. Page 3 — January 25, 2008 Design Related Revised March 4, 2008 CONCLUSION: Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions on the subject property (site) may be different from those at the test locations. Therefore, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., is not responsible for any sub -soil conditions different from those reported in our boring logs. This report was prepared exclusively for the use of Design Related. The conclusions provided by All State Engineering & Testing Consultants, Inc. are based solely on the information presented in this report. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if there are any questions or comments pertaining to this report. Sincere) yours, aseem Quadd, P.E. #51481, All State Engineering And Testing Consultants, Inc. wQ/SP— Design Related - • • •••• •••••• •••••• •• •• •••••• • •••• • ••••• •• •• • •••••• • • • • ••••• • • •••• •• • • 0100 • 0000• • • • •• •• • 04 • • • 00 0 All State Engineering & Testing Consultants Inc. ALL STATE TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING- ENVIRONMENTAL SERVICES ENGINEERING 2380 West 78 street, Hialeah, Florida. 33016 / Phone: 305 -888 -3373 Fax: 305- 888 -7443 TEST BORING REPORT CLIENT —... Design Related Order No. 08.1164 ADDRESS 740 NE 79 Street Miami, FL 33138 Report No. 1 PROJECT Proposed Addition Hole No. B -1 ADDRESS 1001 NE 96 St. Miami Shores, FL Date 01/24/08 LOCATION East side of existing house Driller MP & LT DEPTH DESCRIPTION OF MATERIALS sample Hammer blow 'N° Hammer blows. FE No. on sam ler on min 1 0' -0" to 0' -3" Top Soil 2 0' -3" to 4' -0" Backfill -Dark brown medium sand with rock 0 fragments 3 2 2 4 2' -4' 2 2 4 5 4' -0" to 6' -0" Backfill -Tan lime sand with lime rock fragments 2 1 6 4' -6' 2 2 3 7 6' -0" to 10' -0" Muck 3 4 8 6' - 8' 3 1 7 9 1 1 10 8' -10' 1 1 2 11 10' -0" to 12' -0" Brown medium silica sand 1 - 12 10' -12' 1 - 1 13 12' -0" to 24' -0" Tan lime sand with lime rock 3 6 14 12' -14' 5 3 11 15 4 5 ... 16 14' -16' 6 6 0 11 0 000 ' 0000.. 17 6 7 0. 0 ' 18 16-18 8 7 a": 4 0 00 o f •0000• 19 8 7 0000 0 0000: 20 18' -20' 8 7 •'�j 0 00000 21 7 7 ' 0000. . 0. 22 20' -22' 8 8 0l' 0 ' 000 0.0 0.0 23 9 9 0000. • 24 22' -24' 8 6 017 •*00 00000. 25 24' -0" to 32' -0" Tan lime rock fragments 4 3 • 0 a 0 "' 26 24' -26' 3 3 6 27 3 3 28 26' -28' 3 3 6 29 3 4 30 28' -30' 3 4 7 31 4 4 32 30' -32' 4 5 8 33 32' -0" to 37' -0" Tan lime stone with lime sand 1 1 30 1 28 WATER LEVEL: 4' -0" below surface At Date: 01/24/08 Respectfully Submitted, _=2 aseem Quadri,,P.E: 4514 1 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements. Conclusions or extracts from or regarding our reports is reserved pending ourwritten approval. All Stat Engineering & Testing Cor. Atants,, Inc. ALL STATE TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES ENGINEERING 2380 West 78t street, Hialeah, Florida. 33016 / Phone: 305- 888 -3373 Fax: 305- 888 -7443 TEST BORING REPORT CLIENT Design Related Order No. 08.1164 ADDRESS 740 NE 79 Street Miami, FL 33138 Report No. 1 PROJECT Proposed Addition Hole No. B-1 Continue ADDRESS 1001 NE 96 St. Miami Shores, FL Date 01/24/08 LOCATION East side of existing house Driller MP & LT DEPTH DESCRIPTION OF MATERIALS Sample. Hammer blow °N' Hammer blows FE No., sampler on casin 34 32' -34' 25 24 53 35 23 22 36 34' -36' 23 20 45 37 21 20 38 End of Boring at 37' - 0 " 36' -38' 39 40 38' -40' 41 42 40' -42' 43 44 - 45. 46 47 48 49 50 ••• 51 • • 52 . • 53 •••• 0 ...•.. AA ...... • 55 ••• • • ... 9000• 56 0.00 . 09000 • • 0000 • 57 •• 0.00•• • 0000 • • • 58 • • • ••• 0000.• 59 0 0#0 • 60 .. • .. • 61 0• 62 63 64 65 66 WATER LEVEL: 4' -0" below surface At Date: 01/24/08 Respectfully Submitted, seem Quadrd, P.E. #5948' As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements. Conclusions or extracts from or regarding our reports is reserved pending our written approval. All Stat Engineering & Testing Cor, Atants Inc. ALL STATE TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMISTS- DRILLING - ENVIRONMENTAL SERVICES ENGINEERING 2380 West 78 street, Hialeah, Florida. 33016 / Phone: 305- 888 -3373 Fax: 305 - 888 -7443 TEST BORING REPORT CLIENT Design Related Order No. 08.1164 ADDRESS 740 NE 79 Street Miami, FL 33138 Report No. 1 PROJECT Proposed Addition Hole No. B -2 ADDRESS 1001 NE 96 St. Miami Shores, FL Date 01/24/08 LOCATION West side of existing house 1 Driller MP & LT DEPTH DESCRIPTION OF MATERIALS Sample Hammer blow 'N' Hammer blows. '. FE No. on sampler on casi 1 0' -0" to 0'-4" Top Soil 2 3 2 0'-4" to 6-0" Backfill -Dark brown medium sand with rock 0' -2' 4 3 7 fragments 3 3 3 4 2' -4' 3 3 6 5 2 2 6 4' -6' 2 2 4 7 6' -0" to 10' -0" Muck 1 1 8 6' - 8' 1 1 2 9 1 1 10 8' -10' 1 1 2 11 10' -0" to 13' -0" Brown medium silica sand 1 1 12 10' -12' 1 2 2 13 2 2 14 13' -0" to 24' -0" Tan lime sand with lime rock 12' -14' 10 13 12 15 13 12 16 14' -16' 10 8 22 ••�� 17 9 8 9 , 0000 0000.. 18 16' -18' 9 8 0 4I; 6 • • •` 19 9 8 068.9 0000.. 20 18' -20' 8 6 21 8 7 ••• • 999 9 86996 22 20' -22' 6 7 913. a ..: • •' 23 7 7 •`•` 24 22' -24' 6 6 MV: ' ' 25 24' -0" to 33' -0" Tan lime rock fragments 4 3 •" ` +•��• 888 26 24' -26' 3 2 00 1 : "': 27 2 3 ` • 28 26' -28' 2 3 5 29 3 3 30 28' -30' 3 4 6 31 3 3 32 30' -32' 3 4 6 33 1 4 4 WATER LEVEL: 4' -6" below surface At Date: 01124/08 Respectftdly Submitted, W seem Quadd, P.E. #54489 As a mutual protection to clients, the public and ourselves, all reports are submitted as the contidentiat, property of clients, and authorization for publication of statements. Conclusions or extracts from or regarding our reports is reserved pending our written approval. All Stat Engineering & Testing Con iltants,, Inc. ALL STATE TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMISTS- DRILLING- ENVIRONMENTAL SERVICES ENGINEERING 2380 West 78 street, Hialeah, Florida. 33016 / Phone: 305 -888 -3373 Fax: 305- 888 -7443 TEST BORING REPORT CLIENT Desi n Related Order No. 08.1164 ADDRESS 740 NE 79 Street Miami, FL 33138 Report No. 1 PROJECT Proposed Addition Hole No. B Continue ADDRESS 1001 NE 96 St. Miami Shores, FL Date 01/24/08 LOCATION East side of existing house Driller MP & LT DEPTH DESCRIPTION OF MATERIALS Sample: , Hammer blow 'N' Hammer blows FE No. on sampler on cmin 34 33' -0" to 38' -0" Tan lime stone with lime sand 32' -34' 24 24 28 35 25 27 36 34' -36' 30 28 57 37 29 26 38 36' -38' 24 23 50 39 End of Boring at 38 40 38' - 40' 41 42 40' -42' 43 44 45 46 47 48 49 50 ••• 51 • . ... 0000.. 6 6 • 52 •' • 6 • .. • 53 0000. .. 0000.. 54 0000 6 0 0000.. .96 6 55 . 0... . ... 0000. 56 6066 6 . 00000 0000 . 57 66 • 0066.6 •006 0 . 6 6 0 58 • . . ... 0000.0 59 10 0 . 0 6 6.66666 60 00 61 60 62 63 64 65 66 WATER LEVEL: 4' -6' below surface At Date: 01/24/08 Respectfully Submitted,' 0000. ---- C.--y / • ?.� -Q r . aseem Quadri, P.E, #51481 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements. Conclusions or extracts from or regarding our reports is reserved pending our written approval. t - L G"( o --- ----------- y. Jose Luis Guzman, P.E. 16581 SW 64 TH Miami, FL 33193 Ph: (305) 3874591 email: jguzmanalba@aol.com CITY OF MIAMI SHORES BUILDING DEPARTE 10050 NE 2 nd Ave MIAMI, SHORES BUILDING FL. 33138 NOTICE TO THE CITY OF MIAMI SHORES BUILDING DEPARTMENT OF EMPLYMENTE AS ESPECIAL ENSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by Mr KEN LUND to perform special inspector services under the Florida Building Code at the project located at 17 AND18 NE. 96 St MIAMI SHORESon the below listed structures as of 3127108. 1 am a registered or professional engineer licensed in the State of Florida. PERMIT NUMBERS: RC 08-433 SPECIAL INSPECTOR FOR REINFORCED MASONRY, SPECIAL INSPECTOR FOR TRUSSES, SPECIAL INSPECTOR PILINGS I, understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the City of Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the City. The City building inspections must be called for on all mandatory Inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and sealed statement indicating that, to the best of my knowledge, belief and the professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. S' nod and Sealed Date: I„PPR DATE ZONiNQ BLDG OW I GPI SUBJECT70 CQ WMA&WAW STATE AND C©UNW AND RMULAIWO L . T ALL STATE All State Engineering & Testing Consultants,, Inc. ENGINEERING TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES- CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES ILL g j Revised March 4, 2008 January 25, 2008 $° J u!� Design Related B Y °v-ovanv,Wa,-ao,��_o� 740 NE 79 St. Miami, FL 33138 Attn: Jose Oviedo RE: Subsurface investigation for proposed addition located at 1001 NE 96 St. Miami Shores, FL. Dear Sir: Pursuant to your authorization, All State Engineering & Testing Consultants, Inc. (ASETC) conducted a subsurface investigation at the above referenced project. The investigation was performed on January 24, 2008. The purpose of the investigation was to develop preliminary information about the site and the subsurface conditions existing in the vicinity of the proposed construction. To achieve the desired objective two (2) standard penetration test borings were performed and the logs are enclosed in this report. TEST METHOD: The borings were conducted in accordance with procedures outlined for standard penetrations test and split spoon sampling of soils by ASTM Method D -1586. A two (2) foot long two (2) inches O.D. Split Spoon Sampler was driven into the ground by successive blows with 140 lb. Hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time then extracted for visual examination and classification of the retained soil samples. The number of blows required for a one (1) foot penetration of the sampler is designated as "N" (known as the standard penetration resistance value). The "N" value provides an indication of the relative density of non- cohesive soils and the consistency of cohesive soils. Suitable corrections are applied to this number in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N" and the relative density or consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. A continuous drilling and sampling procedures was used therefore, the samples were taken at intervals of two (2) feet or at every change in soil characteristics. The types of foundation material encountered have been visually classified and are described in detail in the boring logs. The results of the field penetration tests are presented in the boring logs in numerical forms. The average ground water level at the site was found at four (4) feet five (5) inches below the existing surface (see logs). Fluctuation in the observed ground water level should be expected due to seasonal climatic changes, rainfall variation, surface water run -off and other specific factors related to the site in question. 2380 West 78th street / Hialeah, Florida. 33016 / Phone: 305.888.3373 Fax 305 - 888.7443 Page 2 — January 25, 2008 Design Related Revised March 4, 2008 FOUNDATION RECOMMENDATIONS: Based on the sub - surface conditions encountered ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., have evaluated a number of foundation systems for providing support for the proposed structure. Special consideration in the analysis was given to the following: 1. The presence of layers of organic material of varied thickness, which makes the site less appropriate for construction using regular spread footings and single column pads at the existing grade. 2. Length to width ratio of the proposed structure with special emphasis on differential settlement and column spacing. 3. The coastal location of the property. Given the above, the following foundation system was selected. AUGERCAST (Pressure grouted) PILES: Augercast (pressure grouted) piles is a feasible foundation solution. The capacity of these piles is essentially developed in tip bearing and side friction. When these piles are installed or socketed into place, they will "lock into" the rock and sand strata thereby providing adequate bearing capacity. The relationship obtained is as follows: Allowable Allowable Allowable Size Proposed Lateral Tensile Compressive Qla) Length ft Load capaci Bearing Capacity 14" 34' 2 Tons 8.0 Tons 35 Tons Large grout volumes, possibly up to twice (or more) of the theoretical pile volume, may be required for proper auger cast pile installation. A minimum of three (3) piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length. The entire pile driving (installation) operation should be monitored and performed in accordance with the relevant local and state requirements. The proposed length is based on the existing surface at the time of drilling. ALTERNATIVE II: HELICAL PILES: Helical piles are another feasible alternative. The capacity of these piles is essentially developed in tip bearing and side friction. When these piles are installed or socketed into place, they will "lock into" the rock and sand strata thereby providing adequate bearing capacity. The analysis for this foundation alternative consisted of determining a pile capacity for specific size and depth of installation. Allowable Allowable Allowable Size Proposed Tension Compressive Dia Length ft Ca aci Bearing Capacity Type B. Pier 3.5" 34 5 tons 15 tons A minimum of three (3) indicator piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length. The entire pile driving (installation) operation should be properly monitored and performed in accordance with the relevant local and state requirements. r Page 3 — January 25, 2008 Design Related Revised March 4, 2008 CONCLUSION: Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions on the subject property (site) may be different from those at the test locations. Therefore, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., is not responsible for any sub -soil conditions different from those reported in our boring logs. This report was prepared exclusively for the use of Design Related. The conclusions provided by All State Engineering & Testing Consultants, Inc. are based solely on the information presented in this report. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if there are any questions or comments pertaining to this report. Ss, �� A /, , aseem Qua&, R.E. #0461 All State Engineering And Testing Consultants, Inc. WUSP_Design Related i All State Engineering & Testing Consultants, Inc. ALL STATE TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES ENGINEERING 2380 West 78"' street, Hialeah, Florida. 33016 / Phone: 305- 888 -3373 Fax: 305 - 888 -7443 TEST BORING REPORT CLIENT Desi n Related Order No. 08.1164 ADDRESS 740 NE 79 Street Miami, FL 33138 Report No. 1 PROJECT Proposed Addition Hole No. B -1 ADDRESS 1001 NE 96 St. Miami Shores, FL Date 01/24/08 LOCATION East side of existing house Driller MP & LT DEPTH DESCRIPTION OF MATERIALS Sample Hammer blow 'N' Hammer blows FE No. ' on sam ler on casi 1 0' -0" to 0' -3" Top Soil 2 0' -3" to 4' -0" Backfill -Dark brown medium sand with rock 0' -2' fragments 3 2 2 4 2'-4' 2 2 4 5 4' -0" to 6' -0" Backfill -Tan lime sand with lime rock fragments 2 1 6 4' -6' 2 2 3 7 6-0" to 10' -0" Muck 3 4 8 6' -8' 3 1 7 9 1 1 10 8' -10' 1 1 2 11 10' -0" to 12' -0" Brown medium silica sand 1 - 12 10' -12' 1 - 1 13 12' -0" to 24' -0" Tan lime sand with lime rock 3 6 14 12' -14' 5 3 11 15 4 5 16 14' -16' 6 6 11 17 6 7 18 16' -18' 8 7 15 19 8 7 20 18' -20' 8 7 15 21 7 7 22 20' -22' 8 8 15 23 g g 24 22' -24' 8 6 17 25 24' -0" to 32' -0" Tan lime rock.fragments 4 3 26 24' -26' 3 3 6 27 3 3 28 26' -28' 3 3 6 29 3 4 30 28' -30' 3 4 7 31 4 4 32 30' -32' 4 5 8 33 1 , 32' -0" to 37' -0" Tan lime stone with lime sand 30 28 WATER LEVEL: 4' -0" below surface At Date: 01/24/08 Respectfully Submitted, X aseeQuadri, P.E. 4 594 9 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements. Conclusions or extracts from or regarding our reports is reserved pending our written approval. All Stat Engineering & Testing Cor. .4tants, Inc. ALL STATE TESTING LABORATORIES- ENGINEERS- INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES ENGINEERING 2380 West 78 street, Hialeah, Florida. 33016 / Phone: 305 - 888 -3373 Fax: 305- 888 -7443 TEST BORING REPORT CLIENT Design Related Order No. 08.1164 ADDRESS 740 NE 79 Street Miami, FL 33138 Report No. 1 PROJECT Proposed Addition Hole No. B -1 Continue ADDRESS 1001 NE 96 St. Miami Shores, FL Date 01124/08 LOCATION East side of existinq house Driller MP & LT DEPTH DESCRIPTION OF MATERIALS Sample Hammer blow 'N' Hammer blows FE No.' on sampler on casI 34 32' -34' 25 24 53 35 23 22 36 34' -36' 23 20 45 37 21 20 38 End of Boring at 37' - 0 " 36' -38' 39 40 38' -40' 41 42 40' -42' 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 WATER LEVEL: 4' -0° below surface At Date: 01/24/08 Respectfully Suh- mitted, seem Quadd, P.E. #5 1489 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements. Conclusions or extracts from or regarding our reports is reserved pending our written approval. All Stat Engineering &Testing Cor, Atants Inc. ALL STATE TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES ENGINEERING 2380 West 7r street, Hialeah, Florida. 33016 / Phone: 305 -888 -3373 Fax: 305- 888 -7443 TEST BORING REPORT CLIENT DesRlated Order No. 08.1164 ADDRESS 740 NE 79 Street Miami, FL 33138 Report No. 1 PROJECT Proposed Addition Hole No. B -2 ADDRESS 1001 NE 96 St. Miami Shares, FL Date 01/24/08 LOCATION West side of existing house Driller MP & LT DEPTH DESCRIPTION OF MATERIALS Sample Hammer blow °N' Hammer blows FEE No. on samoler on casi 1 0' -0" to 0'-4" Top Soil 2 3 2 0'-4" to 6-0" Backfill -Dark brown medium sand with rock 0' -2' 4 3 7 fragments 3 3 3 4 74 3 3 6 5 2 2 6 4' -6' 2 2 4 7 6-0" to 10' -0" Muck 1 1 8 6'-8' 1 1 2 9 1 1 10 8' -10' 1 1 2 11 10' -0" to 13' -0" Brown medium silica sand 1 1 12 9 0' -12' 1 2 2 13 2 2 14 13' -0" to 24' -0" Tan lime sand with lime rock 12' -14' 10 13 12 15 13 12 16 14' -16' 10 8 22 17 9 8 18 16-18' 9 8 17 19 9 8 20 18' -20' 8 6 16 21 8 7 22 20' -22' 6 7 13 23 7 7 24 22' -24' 6 6 13 25 24' -0" to 33' -0" Tan lime rock fragments 4 3 26 24' -26' 3 2 6 27 2 3 28 26' -28' 2 3 5 29 3 3 30 28' -30' 3 4 6 31 3 3 32 30' -32' 3 4 6 33 1 1 1 4 4 WATER LEVEL: 4' -6" below surface At Date: 01124/08 Respectfully Submitted, W seem Quadd, P.E. #59489 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements. Conclusions or extracts from or regarding our reports is reserved pending our written approval. All Stat Engineering & Testing Cor, Atants, Inc. LL STATE TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES ENGINEERING 2380 West 78 street, Hialeah, Florida. 33016 / Phone: 305- 888 -3373 Fax: 305 - 888 -7443 TEST BORING REPORT CLIENT Design Related Order No. 08.1164 ADDRESS 740 NE 79 Street Miami, FL 33138 Report No, 1 PROJECT Proposed Addition Hole No. B-2 Continue ADDRESS 1001 NE 96 St. Miami Shores, FL Date 01/24/08 LOCATION East side of existing house Driller MP & LT DEPTH DESCRIPTION OF MATERIALS Sample Hammer blow 'N° Hammer blows FE No. on sampler on casin 34 33' -0" to 38' -0" Tan lime stone with lime sand 32' -34' 24 24 28 35 25 27 36 34' -36' 30 28 57 37 29 26 38 36' -38' 24 23 50 39 End of Boring at 38' -0" 40 38' -40' 41 42 40' -42' 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 WATER LEVEL: 4' -6" below surface At Date: 01/24/08 Respectfully Submitted, Y ass em 0 adri, P E #59481 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements. Conclusions or extracts from or regarding our reports is reserved pending our written approval. *--- -• Page 2 of 2 leg erhd of rrvey A#hb� ns . A ke Distance A/C Air Cor*u Pad !� ^8 OCR Browud Cagily Records BLDG Rsd, s r IC) Calculated CB Catch anal GBS comets Block Siruciwe CIf Clusd I> RAD Rod, r CL Clow C/L Cellar Line COIN; Comes DE Uraunnge E%senwra 11 /W Rrgh d Way s Eta BE ETP (laetnrc Tsomtamu Pod rO Fowul r!i rue Itobaut SEC Sac! m FIP Farad lean Pipe FBI Farad ton Rod tM) Messwed NRVD "etasrsl Geodetne Vertualosinni ' SCR Scr• nod oil 0 -han, 098 041" Records Books out. Ovadmad Utility lies P PW SIP Set I an Pape PD PIaCBoofr PC Point ul C.. as tee Point of Co nrlwwtd Crave PB Page Wit We talk P/L Properly Les POD Point of Beginning POC Point Lnl Conwrencenent PRC Poled ul Rerer so AN. r etovaturs LIE Eau nod UP lbdnly Pete tYM Water mater (, Centr'sl Angle le •s B Pi Point M isngarnry WIA Wsi• • Melon T Tangent LME Laks klnknt. Enamel AE Anchor Easement 0/s 0ll"t i .viga • ,a All Clearance and/or encr'oac tmients shown hereon are of apparent nature. Fence ownership by visual means. Legal' ownership of fences not determined, 6) The issue of this survey is only tar the exclusive and specific, use of those persons, parties or institutions shown in the certification. Any other intended use will require written approval from the certifying surveyor or firm. Coda restrictions acid title search are not reflected on this survey. d) Underground utli ties and encroachments, if any, not located. . e) The flood information shown hereon does not Imply that the referenced property will or will not be free from flooding or damage and does not create liability orr`the part of the firm, any officer or employee thereof, for any damage that results from reflanco on said Information,. Q Thl3 tads depicted hereon were ;surveyed per the legal description and no claims as to ownership or matters of titre are made or implied. g); ;TbIs survey Is not twbe relied upon for construction, FOOD ZONE; X I:LQt#t3 iNFO= Q.& Cod =hIty Number: 120652 Pahhot`Nutzhbe Maip 12025CO093: 4SLTffx:� ,T F.LRX Index Date: 7-17-95 Base Elevatiow. Not A4ai1able fearings, If any shown based on -(reference) Aap3, ,t' tle Services Compariy; Attorneys' Title insurance Fund, Inc.,, Ren' and Alaxandra. Mud ,*std Pope X4rtgage .lad A$�t�c 1� � ;its liudces org 'eatd /or Assigns, as their interests•;may. appear Kenneth and pRoPaf TYOF: r Lund 1001 N.F. 96th Street, Miami. Shores, Flt i da . am 11ALS"13tlw1 na MONATUllg An T�ttAL suNiee aaAl t!F tM1�a� 33138 i tRSeoawawsre+RAaokurrut A • Bfltl_ _.�___N 2M stiRm J I Iureky cesllfy tinat 00 anwey repreeerded LANNES AND GARCIA, INC. hereon gets the minimm technical etarnd"ds at faeh'by ON Dosed of Land L.B. #209a stuvsyae bra etnavle► ttNt1T s Pbrlda r Adm "balWs Coati Pty mnl to section Surveyors- M4pers -Land Planners 472.027 Flt. stabrlee. Thwe era no encroach FRANCISCO F. FAJARDO F4 761 tee. 0—tnPs' easemonte appa an SMI �H # the Plat, other putt as utmm hereto Office Address: 359 Aleazar Ave, Coral Gables, FL 33134 (305) 668 7'9®8 ' (954) 523.6663 FIELD DA SCALE )RAWNG N DRAYitN BY th L Prau.turava,oRAOe ter,. t+�- I' ... 159610 10-29' =04 "Name" revised and "lender" added. �p 3 4 . ''10 -10 -07 Recertified, Certified To and Names revised. " � �` � k $11.345 ig A Pa e 1 of This ppmperty described as: z Lots 17 and 18,. Block 82 $�� 14IAMI SNORES SECTION NO. 3,. � according to the Plat � r: ��� . r� .;�.. r�� �,� � � -a thereof, as recorded in /S � e x °,H Plat Book 10, Page 37 i 4. �. of the Public Records of a_ Dade Count y Florida. . � t ►30 0 Note : Underground encroachments o - , a ;77 7d a ... 4 ' and utilities, if any, not K F located. Fence ownership by ear C f ; leg visual means only, legal c ownership not determined. n � P� � /C' � `.lip �' �7�2• 4 a RA I T : y+9 Miami Snores Vi';a e (] APPROVED BY DATE ZONING DEPT cPtSl 'BLDG DEPT • SUBJECT TO COMPLIAN WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 1+. -4rrp47 ` — NOTE: rus 3S denotes lowest .� L.F. ELEV. -, to j 5' r 7 oor elevation.) ev io hown refer to N.G.Q.D. 29 MAR 2 ��- -, �. e A cent Grade. Elev. _ a�✓•vn �..sJ♦�, Y • • 2 • _ ;LJ ommmamoemmoe same ep$`cf,M �✓/7 - ELEV � 7� m COUNTY) t " cam e 10i r" �/ n y l� P i � l Vl 1 . �.. $ • . a � 9 4•'b II!�6/+ C/CY"�r /+a'G' f iT t a. T "._ 5 ,�^ jhM t : ? + ...rye• a . y F W • x PROPERTY OF. _ 3 ' th t , �.. .' 1001 N E. 9b Stree Mi4mi Shores, - o kl ".. . k K - z_. Unless it bears the si and A° l 318 Y NNE $ and Gr A R C 1 A I NC. v SuRV€r m -� the original t the n , .. ' raised sea! of a Florjda hereby Y survey - L . B . �( X3.9 $ 81+ Ski #6238 :,. �,.o -` ». " t , :� ,;•c:" w5 z fL'lltEi� tt.'GS the fAtElOtititA S SURVEYORS LAN PLANNER � licensed and this ENGINEERS - LANQ SJR E ORS - Q surveyor tttapper a - t technical saandwds set froth the Board . k by PRAXCISC'O F. FAJARDO > x ` Y r drawing sketch. plat or rasp is far 7 Fi7 r c 4 In t ==V-6 a of z,_,. , .w nfarnta tonal onl and Lc � �, >�'� �� �� � ,, -� � ,, > ,�,.x� Pu�� Y �Vfttd Cetfe to add re ss : ,�; $a`� � <.c�. ..�. � � o ffice acfc� eSS 359 Aieazar Avenue Coral Gables Florida 33134 �.? " :x,- �S,°�' ' _ not valid. am no ' '•, , - , . ,,. � .e. • ��. �z - ,.. -, r , ,.� v� � - �. , x, eat�etm a'tni Florida 33156 Agail address: P.O. Box 561131, ON x7 ,tv s'u-w1•u. r AF ,a.. . tc.3*s• 3'v• 'a° si ai ,Y "'§1,- -�,s.. t1i1 the other than �'v, �?:�try, as N6 ,w ff w l9 l< . - _.: x .- .. Wi n. ti•a t Land . AT E QR BY QRW . NO ,. - ..., a ,. ,.`..•- a%'w,`a?}'.. , -- - 4507'0 3 -5 -08 Elevations added. 10 -19 -04 Recertified" es, Certified To and Flood IT - twtion 159610 .,. h?, ..aa..a _;/�/ c CMS .QUO L? 211345 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OM B No. 2 �� F. roar ary 28, 2009 Federal Emergency Management Agency a National Flood Insurance Program Important: Read the instructions on pages 1 2 1 4t5 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name Lund A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1001 N.E. 96th Street city State 3 Miami Shores, Florida A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lots 17 & 18, Block 82, MIAMI SHORES SECTION NO 3, P B 10, PG. 37, Miami -=D County A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, eta) Residential A5. Latitude/Longitude: Lai 25 & ' Al Long. A��� ` " `� 'Horizontal Datum: ❑ NAD 1927 Q NAD 19M A6. Attach at least 2 photographs of the building ti the Certificate Is being used to obtain flood insurance. A7. Building Diagram Number A8. For a building with a gwwl space or enclosure(s), provide: A9. For a building with an attach garage, provkll! „ ,, a) Square footage of crawl space or enclosure(s) sq ft a) Square footage of attached garage sq ft b) No. of permanent flood openings M the crawl space or r b) No. of permanent flood openings In the attached garage endosure(s) walls within 1.0 foot above adjacent grade ! Q walls within 1.0 foot above adjacent grade c) Total net area of flood openings In AB .b© sq in c) Total net area of flood openings M A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number T 52 _ . County Name State Miami Shores /120652 Miami — Dade Florida B4. Map/Panel Number B5. Suffix B6. FIRM Index 87. FIRM Panel 'r'B8. Flood 89. Base Flood Elevation(s) (Zane Date Effec ive/Revised Date Zones) AO, use base flood depth) 12025CO093 J 7 - 17 - 95 3 - 2 -94 =i I % Not Available 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for SFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (DeStrlbe) B12. Is the building located Ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑ No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings" . ❑ Building Under Construction* ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA, AR/AE, AR/AI-A30, ARIAH, AR/AO. Complete Items C2- below according to the building diagram recifled In Item A7. Benchmark Utilized Fl � � l��2.>� 45!�� Vertical Datum N.G.A.D. 1929 . Conversion/Comments dd Check the measurement used. a) Top of bottom floor basement, crawl space, or enclosure floor) ll :L b feet D meters (Puerto Rico only) b) Top of the next higher floor ; o feet Q meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) A✓.' ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) - - 6 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building _.❑ feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 6 Zo feet ❑ meters (Puerto Rico only) SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION . This certification is to be signed and sear by a land surveyor, engineer, or architect authorized by law to c w* elevation Information. I certify that the information on this Certificate .represents my best efforts to interpret the data available. t understand that any false statement may be punishable by fine or imprisonment under 18 U.S Code, Section 1001. ❑ Check here if comments are provided on back of form. PLACE SEAL Cerrtifter's Name Ucense Number HERE.,. FRANCISCO F FAJARDO _ #4767 PROFESSIONAL SURVEYOR & MAPPERparn N ame LANNES AND GARCIA, INC. Address City State ZIP Code 359 ALGAZAR AVE WE CORAL GABLES, .'PT.ORTDA Signature Date Telephone 305- 666 -7909 FEMA Vorm 81 - 31, February 2006 See reverse side for continuation. Replaces all previous editions l 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. 1001 N.E. 96th Street city Miami Shores,. Flor da 33138 Cow SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy Loth sides of this Elevation Certificate for (1) community official, (2) Insurance agent/campany, and (3) building owner. Comments r Signature Date ❑ Check here if attachments SEC ON E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate Is intended to support a LOMA or LOMR -F request, complete Sections A. B, and C. For Items E1 -E4, use natural grade, 8 available. Check the measurement used. in Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor ( induding basement, crawl space, or enclosure) Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided In SectiQn.A Items 8 onolor 9 (see page 8 of instructions), the next higher floor (elevation C2.b In the diagrams) of the building Is ❑ feet U meters LJ above or U below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the I JAG. E4. Top of platform of machinery and/or equipment servicing the building Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, Is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must cerfify this information In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representable who completes Sections A, B, and E for Zone A (without a FEMA issued or community4ssued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Data Telephone Comments ❑ Check here If attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Items) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation Information. (indicate the source and date of the elevation data In the Comments area below.) G2. ❑ A community official completed Sedlon E for a building located in Zone A (without a FEMA- Issued or community -issued BFE) or Zone AO. G3. ❑ The following information (items G4. -G9.) Is provided for community floodplain . management purposes. G4. Permit Number G5. Date Permit Issued 66. Date Certificate Of Compliaihce/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of'as -built lowest floor (iriduding basement) of the building: ❑ feet ❑ meters (PR) Datum .G9. BFE or On Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Tm Community Name Telephone Signature Date Comments ❑ Check here if attachmen FEMA Form 81 -31, February 2006 Replaces all previous editions F 600A 2004R En l FLORIDA ENERGY EFFICIENCY CO V AR I! 1 FOR BUILDING; CONSTRUCTION Florida Department of Community Affairs - - -�!` Residential Whole Buil I thod A Project Name: Lund Residence Lote 17y18 iId Address: NE 96 Stree`C' LOO l e . ng Office: Q Dade County City, State: Miami Shaves, FL 331- mtzer ©p Owner: Mr Ken Lund J n Number. 9 Climate Zone: South 1. New construction or existing New _ 12., ; ,, systems 2. Single family or multi Single family _ a Central Unit/Split Cap. 48.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 13.00 _ 4. Number of Bedrooms 3 _ b. Central UnitiSplit Cap: 24.0 kBtu/hr 5. Is this a worst case? No _ SEER: 18.00 6. Conditioned floor area (IP) 3140 ft' _ C. Central Unit/Split Cap: 18.4 kBtu/hr 7. Glass type I and area: (Label regd. by 13- 104.4.5 if not defaalt) SEER 16.00 a. U- factor. Description Ann 13. Heating wA=s (or Single or Double DEFAULT) 7a (Sagle Default) 609.7 ii- _ a. Electric Ship Cap: 34.1 kBtulhr b. SHGC: COP: 1.00 _ (or Clear or T"mt DEFAULT) 7b. (Clear) 613.7 W _ b. Electric Strip Cap: 17.1 kBtu/hr _ 8. Floor types COP 1.00 a. Slab -On -Grade Edge Insulation R�0.0, 220.0(p) ft _ c. Electric Strip Cap: 17.1 H u/hr _ b. N/A _ COP: 1.00 c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 65.0 gallons _ a Concrete, Int Insut Exterior R 4.1, 25883 _ ER 0.95 _ b. N/A _ b. NIA _ c. N/A d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat rawvay, Solar 10. Ceiling types _ DHP- Dedicated had pump) a Under Attic 11 =30.q 3140.0 If 15. HVAC credits PT, _ b. N/A � _ (CF-C Cling fan, CV -Cross ventil lion, c. N/A _ HF Whole house fan, 11. Ducts _ PT a Thermostat a Sup: Unc. Rot: Unc. AH: Interior Sup. R�6.0, 50.0 ft2 11lZ- C- Mnitizone cooling, b. 2 Others 50.0 ft _ MZ- H- Multiaone heating) GlasstFloorArea: 0.20 Total as -built points: 34913 P ASS Total base points: 35380 1 hereby certify that the plans and specifications covered by Review of the plans and S this calculation are in compliance with the Florida Energy specifications covered by this . =8 Code. calculation indicates compliance PREPARED BY: L :a with the Florida Energy Code. / V Before construction is completed DATE this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.M8 compliance with the ode. / Florida Statutes_�0 OWNERIAGENT: Florida O C tD e BUILDING OFFIC L DATE: - 54 1 1 9,9 DATE: oe Of 1 PredommA glass actual gds Mm and arm, see Scanner & Winter Glass oti1put on pagesIM CO 1310-D f vA is 12% FORM 60OA 2004R EnwgyGauge@ 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: NE 96 Stree, Miami Shores, FL, 331W PERMIT # BASE AS -BUILT GLASS TYPES .18 X Conditioner! X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 3140.0 30.83 1726&0 1.SbVb, Clear S 1.0 5.4 123 66.93 0.94 775.0 2Sirmle, Clear S 1.0 16.3 172 66.93 1.00 1150.0 &Shoe, Clear S 1.0 16.3 38.0 66.93 1.00 2537.0 4.Se, Cdr S 1.0 10.3 442 66.93 1.00 2943.0 5.Sk gte, Clear S 3.4 7.1 221 66.93 0.68 1008.0 6.S, Clear S 20 52 36.8 66.93 0.75 1847.0 7.130utft Clear S 1.0 3.8 4.0 58.45 0.86 200.0 8 shoe, Clear S 1.0 72 272 66.93 0.98 1783.0 9.Sm*, Clear N 13.7 9.8 25.4 36.46 0.67 624.0 10.sirp*, Clear N 13.7 9.8 320 36.46 0.67 787.0 11.Skxje, Clear N 1.0 3.6 5.5 36.46 0.93 187.0 12SbVe, Clear N 3.0 11.1 128.3 36.46 0.93 4357.0 13_Sste, Cdr N 3.0 7.8 36.8 36.46 0.88 1179.0 14.ShVe, Clear N 1.0 5.8 221 36.46 0.97 784.0 15.SbV1e, Cdr N 1.0 7.7 20.0 36.46 0.99 721.0 16.Sa,&, Clear N 1.0 25 120 36.46 0.88 382.0 17.Sim, -, Clear N 1.0 5.0 9.3 36.46 0.96 324.0 18.Sh4e, Clear E 1.0 3.5 5.5 78.71 0.89 389.0 19.Sixte, Clear E 15.0 9.8 25.4 78.71 0.44 880.0 20.Singk, Cdr E 15.0 9.8 320 78.71 0.44 1111.0 21.&Vle, Cdr W 1.0 5.4 123 70.53 0.96 836.0 22Smgle, Clear W 3.0 11.0 226 70.53 0.90 1439.0 23.Si xje, Clear W 3.0 7.5 226 70.53 0.81 1296.0 As43tOt Total: 613.7 27639.0 WALL TYPES Area X BSPM = Points Type R Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Concrde, Ind Ins d, Exterior 4.1 2588.3 232 5991.9 Exterior 2588.3 270 6988.4 Base Total: 2888.3 08118A As4kM Total: 20113 8981.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.0D 0.0 1 I.Exteft Irx3ulatel 20.0 6.40 128.0 Exterior 20.0 6.40 128.0 Base Total: 20.0 928.0 As43ufft Total: 20.0 128.0 C....rw.d�....w.f.% r%fPA C....... @lY1w IWW%AI2 G .......,.n... rwwr6 \fG / wocCTNN1AO n onoo ..A c 7 FORM 600.0 2004R EnergyGatgeO 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: NE 96 Stree, Miami Shams, FL, 33155- PERMIT#: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 3140.0 30.53 17266.0 1.sWxA Chr S 1.0 5.4 123 66.93 0.94 775.0 25k&, Clear S 1.0 16.3 172 66.93 1.00 1150.0 3.S, Clear S 1.0 16.3 38.0 66.93 1.00 2537.0 4.Sboe, Clear S 1.0 10.3 442 66.93 1.00 2943.0 5.Saoe, Ckw S 3.4 7.1 221 66.93 0.68 1008.0 6.Sh&, Cdr S 20 52 38.8 66.93 0.75 1847.0 7., Clew S 1.0 3.8 4.0 58.45 0.86 200.0 8.Si, Clear S 1.0 72 27.2 66.93 0.98 1783.0 9.Sgujle, Cdr N 137 9.8 25.4 36.46 0.67 624.0 10.Su►g1e, Clear N 13.7 9.8 320 36.46 0.67 787.0 11.Single, Clear N 1.0 3.6 5.5 36.46 0.93 187.0 12ShVie, Clear N 3.0 11.1 128.3 36.46 0.93 4357.0 13.S1{gle, Clear N 3.0 7.8 36.8 36.46 0.88 1179.0 14.Single, Clear N 1.0 5.8 221 36.46 0.97 784.0 15.Sing1e, Clear N 1.0 7.7 20.0 36.46 0.99 721.0 16.Shoe, Cdr N 1.0 25 120 36.46 0.88 382.0 17.S, Clew N 1.0 5.0 9.3 36.46 0.96 324.0 18.Single, Clear E 1.0 35 5.5 78.71 0.89 389.0 19.Smgle, Clew E 15.0 9.8 25.4 78.71 0.44 880.0 20.SkKjte, Clew E 15.0 9.8 320 78.71 0.44 1111.0 21.S, Clear W 1.0 5.4 123 70.53 0.96 836.0 22Skoe, Clear W 3.0 11.0 226 70.53 0.90 1439.0 23.Setgle, Cdr W 3.0 7.5 226 70.53 0.81 1296.0 As4ul t Tobt 613.7 27639.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Concrde, Int Instd, EAeft 4.1 25883 232 5991.9 Exterior 2588.3 270 6.'988.4 Base Total: 2588.3 6981L4 As-00 Total: 2588.3 5991.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wadded 20.0 6.40 ] 128.0 Exterior 20.0 6.40 12&0 Base Total: 20.0 12&0 Tom: 20 0 C..n «wnd'........Yol r%f-A C...... CNV%A MnAO CI OPOO ..A='% FORM 600A 2004R EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: NE 96 Stree, Miami Shores, FL, 33165- PERMIT* BASE AS -BUILT CEILING TYPES Area X BSPM = Points Type R Value Area X SPM X SCM = Points Under Attic 1292.0 2.80 3617.6 1. Ulm Aft 30.0 3140.0 277 X 1.00 8697.8 Base Total: 1292.0 3617.6 As43uM Total: 3140.0 8697.8 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 220.0(p) 20.0 4400.0 1. Slal)4 Grade Edge trt ktion 0.0 220.o(p 20.00 4400.0 Raised 0.0 0.00 0.0 Base Total: 4400.0 As4fe7t Total 220.0 4400.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3140.0 18.79 59000.6 3140.0 18.79 59000.6 Summer Base Points: 82590.6 Summer As -Built Points: 96957.3 Total Summer X System = Cooling Total X Cap X Dud X System X Credit = Cooling Points Multiplier Paints Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sp 1: Ceftal Und 480 SEERiEM13A) DucftAkx4S),tkK" trd(At0JVL0(1NM 96957 0.53 (1.07 x 1.165 x 0.85) 0280 0.950 13590.7 (sp I Central Ural 240WbM ,SEB EFF(1S.0) D x1s:UngS).Um*;Q Int ",R6A( M) 96967 0.27 (1.07 x 1.165 x 0.85) 0.189 0.950 4951.3 (sys 3: C"&W Urd 1840Muh SEElV9 (16A) Des: kwM.Uw(R)Ad(1".R6.0Pq COW 020 (1.07 x 1.165 x 0.85) 02 0.950 4270.5 82590.6 0.3250 26841.9 96957.3 1.00 1.069 0.228 0.950 22472.8 Cw......,f•........7Y r%f%A C...... AMnA 7N1AO CI 131100 ..A C 7 FORM 60OA 2004R EnergyGauge@ 4.5.2 MINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: NE 96 Stmae, Miami Shores, FL, 331W PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 3140.0 3.60 2035.0 1.Shvye, Clear S 1.0 5.4 123 4.49 1.00 55.0 2S, Cdr S 1.0 16.3 172 4.49 1.00 77.0 3.Sbve, Clear S 1.0 16.3 38.0 449 1.00 170.0 4.SkQ1k Ckw S 1.0 10.3 442 449 1.00 197.0 5.Sinb, Clw S 3.4 7.1 221 4.49 1.12 111.0 6.Skq& -, Clear S 20 52 36.8 4.49 1.07 177.0 7., Clear S 1.0 3.8 4.0 3.12 1.02 120 8.Segte, Char S 1.0 72 272 449 1.00 121.0 9.S, Cbear N 13.7 9.8 25.4 6.03 0.96 146.0 10.'sh4e, Clear N 13.7 9.8 320 6.03 0.96 185.0 11.Skgoe, Clear N 1.0 3.6 5.5 6.03 0.99 33.0 12Si1g1k Cww N 3.0 11.1 128.3 6.03 0.99 766.0 1&sbvle, Clear N 3.0 7.8 36.8 6.03 0.99 218.0 14.S, Chm N 1.0 5.8 22.1 6.03 1.00 132.0 15.skoe, Clem N 1.0 7.7 20.0 6.03 1.00 120.0 16.Sirole, Clear N 1.0 25 120 6.03 0.98 71.0 17.Skgoe, Clear N 1.0 5.0 9.3 6.03 0.99 55.0 18.Skge, Cdr E 1.0 3.5 5.5 4.77 1.02 27.0 19.shve, Clear E 15.0 9.8 25A 4.77 1.18 142.0 20.Skoe, Clear E 15.0 9.8 32.0 4.77 1.18 179.0 21.Skoe, Cdr W 1.0 5.4 123 5.49 1.00 67.0 22S, Chr W 3.0 11.0 226 5.49 1.00 124.0 23.SkKjle. Cdr W 3.0 7.5 226 5.49 1.00 124.0 As43u#t Total: 613.7 3308.0 WALL TYPES Area X BWPM =Points Type R Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Concrietie, Int b" EAwi" 4.1 2588.3 1.03 2678.9 Exterior 2588.3 0.60 1553.0 Base Total: 2588.3 151230 As-lBufft Total: 2688.3 2678.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1 1.EAercr Untied 20.0 1.80 36.0 Exterior 20.0 1.80 36.0 Base Total: 20.0 36.0 As4bM Total: 200 36.0 r--.-- -SN MA Cw..o. 9ZMnA M/1dn GI FORM 600A 2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: NE 96 Stree, Miami Shores, FL, 33155- PERMIT* BASE AS -BUILT CEILING TYPESArea X BWPM =Pants Type R -Value Area X WPM X WCM = Points Under Attic 1292.0 0.10 1292 1. Under AMC 30.0 3140.0 0.10 X 1.00 314.0 Base Total: 129LO 129.2 As-� Total: 3140.0 314.0 FLOOR TYPES Area X BWPM = Points Type R Value Area X WPM = Points Slab 220.O(p) 21 -462A 1. She Edge I 0.0 220.O(p 210 -462.0 Raised 0.0 0.00 0.0 Base Total: 462.0 As-Bidtt Total: 220.0 462.0 INFILTRATION Area X BWPM = Pants Area X WPM = Points 3140.0 -0.05 488.4 3140.0 -0.06 488.4 Winter Base Pointe: 3102.8 Winter As -Built Points: 5687.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (syston - Pcbft) (DM x DSrA x AHU) (sys 1: Electric Strip 34120 btuh ,EFF(1.0) Duds Unc(S),Unc(R).1nt(AH),R6.0 5687.5 0.500 (1.099 x 1.137 x 0.86) 1.000 0.950 2918A (sys 2: Eledfc Strip 17Oth btuh ,EFF(1.0) Duds:Unc(S),Unc(R),ftV.1H),R6.0 5687.5 02M (1.099 x 1.137 x 0.86) 1.01V 0.950 14592 (sys 3: Electric Strip 17060 btuh ,EFF(1.0) Duds:Une(S),Une(R),Int(AH),R6.0 5687.5 0250 (1.099 x 1.137 x 0.86) 1.000 0.950 1459.2 3102.8 0.5540 1718.9 5687.5 1.00 1.080 1.000 0.950 5836.7 Cw......./�w....�Tpp rVIA C-- GMA -dV%AG CI D/-DD .•A 7 FORM 60OA -2004R EnergyGauge® 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: NE 96 Stree, Miami Shores, FL, 33163- PERMIT #. BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2273.0D 6619.0 65.0 0.95 3 1.00 220122 1.00 6603.7 As43tift Totak 8$03.7 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total E22473 + Heating + Hot Water = Total Points Points Points Points 38 Points Points Points 26842 1719 6819 35 58137 6604 34913 EPASS og`r� sow c..... n .... ian nnn c...... cnnn nnnAo r1 onoo - e 1) FORM 60OA 2004R EnergyGauge@ 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: NE 96 Stme, Miami Shofs, FL, 33155- PERMIT#: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUREMEWS FOR EACH PRACTIOE CHECK Exterior Windows & Doors 608.1 ABC.1.1 Mla&mmx - 3 ft window oeK.5 .it door area. ✓ Exterior & Adjacent Walls 606.1 ABC.121 Ca lK gasket, weatherstrip or seal doors & frames, erurounft wall; foundation cation & wall sole or sill plate; joints between exerior wag pares at mss; uft between wag panels & top1bollorn pidea; be and f1w. J EXCEPTION: Frame wags where a continuous ous infiltration barrier Is Installed that extends from and is seated to the fo u doom tD the top plahL Floats 606.1 ABC.1.2 2 PenetrafforeMpenings >118" sealed hudess backed by truss ajoird members. EXCEPTION: Frame floors where a continuous s uhfI1tm* ch harrier is Installed that is sealed to the perimeter, penetrations and seam. Ceilings 606.1 ABC.1.23 Between wafts & cdbW penetrations of calling plane of top floor; around shafts, doses, soflr7s. dhrmeys, cabinets sealed to continuous or barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frans ceilings where a cxxtmnuous inlittration barrier is irk ttst is sealed at the perimeter, at penebations and seems. Recessed Lighting Fodures 606.1 ABCA 2-4 Type IC rated with no penetrations, sealed; or Type IC a non-IC rated, Installoll haide a sealed boot with 112' clearance & 3° tram inmdation; or Type IC rated with < 2.0 dm from conditioned space, tested. Mufti-story Houses 606.1 ABC.1.25 Air hurier on perimeter of tma cimdy between flours. ✓ Additional Infiltration mgts 606.1 ABC.1.3 Erdsust f m voted to outdoors, dampers; condwslion space hers car with NFPA, ✓ leave comhustfon air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQIIIREMEI'JTS CHECK Water Heaters 612.1 Comdr with efficiency requirements in T ats 612.1 ABC.3Z Switch or clearly marked circuit breaker a or cxrMff most be provided . External or built-In heat trap required Swimming Pods & Spas 612.1 Spas & heated pooh must ham comers (eKoept sola Dated). Non�mrr :lal pools must have a pump timer. Gas spa & pod heaps must how a mliinirmum thermal f effidenry Sher heeds 6121 Wad flow must be restricted to no more fton ZSga&m per mirurle at 80 PSIG. ✓ Air Disiributiar System 610.1 Ali ducts, Mings, mechanical eWlpm ent and plemon chambers shall be mechanically attached, sealed, bmulded, and Installed in accordance with the criteria of Section 610. Ducts ah unconditioned attics: R-6 min. Insulation. HVAC Controls 6177.1 Separate reaft accesses martual or automatic t f each systern d Insulation 604.1, 6W-1 CebvsMh R -19. Common wells-Frame R -11 or CBS R-3 both side. Commah c eft & floes R -11. C..w....J'w..ww7L r%f A Cw.... C %nA -WV%AO CI t2PDt) ..A L 1f ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.2 The higher the score, the more efficient the home. Mr Ken Lurid, NE 96 Shw, Miami Shores, FL, 33155- 1. New construction or existing New T 12. Cooling systems 2. Single family or mul&family Simglc family _ a. Central 1htNSplit Cap: 48.0 Wtu/hr _ 3. Number of units, if multi- family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 3 _ b. Central Umt/Splt Cap: 24.0 kBta/hr 5. Is this a worst case? No _ SEER: 18.00 _ 6. Conditioned floor area (f l) 3140 fe _ C. Central Unit/Split Cap: 18A kBtu/hr _ 7. Glass type I and area: (Label rcgd. by 13- 104.4.5 if not defauh) SEER 16.00 _ a. U- factor. Description Arm 13. Heating systems (or Single or Double DEFAULT) 7a. (Snec Default) 619.7 ip _ a. Electric Ship Cap: 34.1 kBW/hr _ b. SHGC: COP: 1.00 _ (or Clear or Tint DEFAULT) 7b. (Chm) 613.7 fP _ b. Electric Ship Cap: 17.1 kBtu/hr _ 8. Floor types COP: 1.00 _ a. Slab-0n -Grade Edge Insulation R=0.0, 220.0(p) R _ e. Electric Strip Cap : 17.1 kBtu/hr _ b. N/A _ COP: 1.00 c. N/A _ 14. Hot water systems 9. Nall types a. Electric Resist Cap. 65.0 gallons T a. Concrete, Int Inset, Exterior R=4.1,25983 fta _ EF. 0.95 _ b. N/A _ b. N/A c. N/A _ d. N/A _ c. Consetvaiaon credits e. N/A _ (HR -Herat rerovmy, Solar 10. Ceiling types DW-Dodicuted heat pump) a. Under Attic R =30.0, 3140.0 fig _ 15. HVAC credits PT, _ b. N/A _ (CF- Cuing fan, CV -Cross ventilation, c. N/A _ BF thole house fan, 11. Ducts PT Programmable Thermostat; a. Sup: Unc. Rot Unc. AH: Interior Sup. R=6.0, 50.0 fiz _ M&C- Multiwne cooling, b. 2 Others 50.0 R _ W- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Cate 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: a x � Address of New Home: City) Zip: CpD WE *NOTE. The home's estimated energy performance score is only available through the 17-41W S computer program. This is no t a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE EwVShP designation), your home may qualify for energy efficiency mortgage ffiW incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321 1638-1492 or see the Energy Gauge web site at www.fsec uef edu for information and a fist of certified ed Raters. For information about Florida's FAergy Eiciency Code For Building Conshwctfon, contact the Department of CommumlyAffmrs at 8501487 -1824. 1 Predommmt glass type. For actual glass type and see & @Vim Glass � 28 4. ner�fiautt� (verS10II: i'1.RV4.5.2) Residential System Sizing Calculation Summary Mr Ken Lund Project Title: Code Only NE 96 Stree Lund Residence Late 17y18 Professional Version Miami Shores, FL 33155- Climate: South 3/11/2008 Location for weather data: Miami - User customized: Latitude(25) Aftitude(11 ft.) Temp Range(L) Humid' data: Interior RH 50% Outdoor wet bulb 8 Humidity difference r. Winter design temperature 40 F Summer design temperature 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 30 F Summer tem rature difference 20 F Total heating load calculation 57835 Btuh Total cooling load calculation 79437 13tuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip) 118.0 68240 Sensible (SHR = 0.70) 98.0 63280 Latent 182.4 27120 Total 113.8 90400 WINTER CALCULATIONS Winter Heating Load for 3140 Load component Load -5 Window total 614 sqft 23335 Btuh Wall total 2588 sqft 11518 Btuh ; f` Ise•`. Door total 20 sqft 210 Btuh Ceiling total 3140 sqft 3000 Btuh Floor total 220 sqft 7788 Btuh Infiltration 170 cfm 5594 Btuh Duct loss 6390 Btuh Subtotal 57833 Btuh Ventilation 0 cfm 0 Btuh qt, g113r..=G °k, TOTAL HEAT LOSS 57835 Btuh SUMMER CALCULATIONS Summer Cooling Load for 3140 Load component Load Window total 614 sqft 28868 Btuh Wall total 2588 sqft 9330 Btuh Door total 20 sqft 245 Btuh t�rt mte, aNE ; Ceiling total 3140 sqft 79W Btuh Floor total 0 Btuh �' c "' Infiltration 148 cfrn 3263 Btuh ��� •,� str Internal gain 5950 Btuh Duct gain 9012 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 64568 Btuh Latent gain(ducts) 2420 Btuh Latent gain(infiltration) 5850 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal/occupantsfother) 6600 Btuh Total latent gain 14870 Btuh TOTAL HEAT GAIN 79437 Btuh ErmoGau5eO '� Vmlon 8 PREPARED BY. rG J 94 AL ". For FWYWa mWdmm c* DATE F "mwf..sdvvM Ft PC*PR vA X; 7 I FORM 600A 20048 EnerWGauge® 4.5.2 FLORIDA ENERGY EFFICIENCY COD FOR BUILDING CONSTRUCTION Mai 1 Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Lund Residence Lote 17y18 Builder: Address: NE 96 Stredr Loo l Permitting Office: Dade County City, State: Miami Shores, FL 33155- Permit Number ©e- Z Owner: Mr Ken Lund Jurisdiction Number. 93400 Climate Zone: South 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family a. Central UnWSpfit Cap: 48.0 Mu/hr _ 3. Number of units, if multi-family l _ SEER: 13.00 _ 4. Number of Bedrooms 3 _ b. Central Unwspa Cap: 24.0 kl1tu1jr _ 5. Is this s worst cox? No _ SEER: 18.00 _ 6. Conditioned floor area (fig) 3140 JP _ C. Central Unit/Split Cap: I SA Whu/hr _ 7. Glass type I and area: (Label rcgd. by 13- 104.4.5 if not defauk) SEER 16.00 T a. U- factor. Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (s Detanit) 609.7 dig _ a Electric Strip Cap 34.1 kBtu/hr _ b. SHGC: COP: 1.00 _ (or Clear or T DEFAULT) 7b. (Clear) 613.7 W _ b. Electric Strip Cap: 17.1 U tuthr _ 8. Floor types COP: 1.00 _ a. Slab -On -Grade Edge Insulation R=0.0, 220.0(p) ft _ c. Electric Strip Cap: 17.1 kBtu/hr _ b. N/A _ COP 1.00 _ c. N/A _ 14. Hot water systems 9. wall types a. Electric Resistance Cap: 65.0 gallons _ a. Concrete, W 1nsul, Exterior R=-4.1,25883 IF _ IT. 0.95 _ b. N/A _ b. N/A _ c. N/A d. N/A _ C. Conservation credits e. N/A _ (HR Heat recover}, Solar 10. Ceiling types _ DHP- -Iedicatod heat pump) a. Under Attic 8 -30.0, 3140.0 ft 15. HVAC credits PT, _ b. N/A _ (CF- Ccihag fan, CV-Cross ventilation, c. N/A _ BF-Whole house fan, 11. Ducts _ Fr-pwgmmmwc Thermostat, a. Sup: Unc. Rot Unc. AR Interior Sup. R=6.0,50.0 ft mz- C- Mukizone ccolin& b. 2 Others 50.0 ft _ N- H- Multrione heating) Glass/Floor Area: 0.20 Total as -built points: 34913 PASS Total base points: 35380 1 hereby certify that the plans and specifications covered by Review of the plans and s this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance�,� PREPARED BY: f with the Florida Energy Code. DATE• 14. IV Before construction is completed d this building will be inspected for a I hereby certify at this building, as designed, is in compliance with Section 553.E compliance with the Florida Energy Code. Florida Statutes. WIL, OWNERtAGENT: " 4&1" BUILDING OFFICIAL: DATE: 8 DATE: 1 Predominant glass acduil gds Mx and areas, see Surmner & Waft r Glass m*d on pages 2&4. Cn.vs..� .v.� l�li..a.:..n• L Df`DD ..A � M FORM 60OA 2O04R EnergyGauge@ 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: NE 96 Stree, Miami Shores, FL, 331W PERMIT* BASE AS -BUILT CEILING TYPES Area X BSPM = Points Type R Value Area X SPM X SCM = Points Under Attic 12920 280 3617.6 1. Under Aft 30.0 3140.0 277 X 1.00 8697.8 Base Total: 1292.0 3617.6 As43uft Tobk 3140.0 8887.8 FLOOR TYPES Area X BSPM = Points Type R Value Area X SPM = Points Slab 22D.0(p) 20.0 4400.0 1. Sbh-On-Gtade Edge kmda0 m 0.0 220.0(p - 20.00 4400.0 Raised 0.0 0.00 OA Base Total: 4400.0 As43uilt TotaE 220.0 4400.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3140.0 18.79 59000.6 3140.0 18.79 59000.6 Summer Base Points: 82590.6 Summer As -Built Points: 96957.3 Total Summer X System = Cooling Total X Cap X Dud X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (S - Pests) MM x WMI x AHU) (sp 1: Ce" Uri SEEPAB9F(13.0) Duc6s:tl .0 ,d AF ),R6.0(tA6S) 96957 0.53 (1.07 x 1.165 x 0.86) 0260 0. 950 13590.7 (sp 2: Ce tnd Unit 24000bUd► SEERJEFF(18.0) Duty :Um:(S),U4c(R),Ird(AH),R6.0(WS) 96957 027 (1.(Y7 x 1.165 x 0.85) 0.189 0.950 4951.3 (sp 3: Cenhal Unit 184=h* SEEWEFF(16.0) AU- ).hd(AH).R6MM 967 020 (1.07x 1.165x0.85) 0213 0.950 4270.5 82590.6 0.3250 26841.9 96957.3 1.00 1.069 0.228 0.950 22472.8 Cwn...../�... w.TM r%f�A C...r. RMA 7M1AC 01 Of 00 -A C 7 FORM 60OA 2004R EneWGauge@ 4.5.2 WINTER CALCULATIONS Residential Whole wilding Performance Method A - Details ADDRESS: NE 96 Stree, Miami Shores, FL, 331W PERMIT#: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point .18 3140.0 3.60 2035.0 1.Sinq0e, Clear S 1.0 5.4 123 4.49 1.00 55.0 zsbvk, Clw S 1.0 16.3 172 4.49 1.00 77.0 3.Satgte, Ckar S 1.0 16.3 38.0 4.49 1.00 170.0 4.SWG*, Chm S 1.0 10.3 442 4.49 1.00 197.0 5.Skgte, Ckr S 3.4 7.1 221 4.49 1.12 111.0 6.Skgoe, Gkw S 20 52 36.8 4.49 1.07 177.0 7.Double, Ckar S 1.0 3.8 4.0 3.12 1.02 12.0 8.Skx.oe, Clear S 1.0 72 272 4.49 1.00 121.0 9.Si l&, Clear N 13.7 9.8 25.4 6.03 0.96 146.0 10.S x0e, Chr N 13.7 9.8 320 6.03 0.96 185.0 11.SOtgk, Chr N 1.0 3.6 5.5 6.03 0.99 33.0 12.SWe, Clear N 3.0 11.1 128.3 6.03 0.99 766.0 13.Sbq#e, Clear N 3.0 7.8 36.8 6.03 0.99 218.0 14.S ftk, Ckar N 1.0 5.8 221 6.03 1.00 132.0 15.Skxjk. CIr N 1.0 7.7 20.0 6.03 1.00 120.0 16.skoe, Chr N 1.0 2.5 12.0 6.03 0.98 71.0 17.sbvle, Clear N 1.0 5.0 9.3 6.03 0.99 55.0 18.Sk4e, Clear E 1.0 3.5 5.5 4.71 1.02 27.0 19.Singk, Clear E 15.0 9.8 25.4 4.77 1.18 142.0 20.Skge, Clear E 15.0 9.8 320 4.77 1.18 179.0 21.Smje, Clm W 1.0 5.4 123 5.49 1.00 67.0 22Seiok, Clear W 3.0 11.0 226 5.49 1.00 124.0 23.Sk4k, Clear W 3.0 7.5 226 5.49 1.00 124.0 As8 u"9 Total: 6133 3309.0 WALL TYPES Area X BWPM =Points Type R Value Area X WPM = Points Adjacent 0.0 0.w 0.0 1. Concrete, Utt bmA, EAefiar 4.1 2588.3 1.03 2678.9 Exterior 2588.3 0.60 1553.0 Base Total: 2588.3 1583 p As-Bu7! Tatrk 258U 2678.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exteror irk 20.0 1.80 36.0 Exterior 20.0 1.80 36.0 Base Total: 20.0 36A Ass- B!u'[t Tom: 20.0 36A Cnw..w�w......Ib1 r%.-A G...rn L.MN1A IWV1AZZ m Of-pD..A C f FORM 600A 2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: NE 96 Stree, Miami Shores, FL, 33155- PERMIT* BASE AS- BUILT CEILING TYPESArea X BWPM = Points Type R Value Area X WPM X WCM = Points Under Attk 1282.0 0.10 1292 1. Under Attu 30.0 3140.0 0.10 X 1.00 314.0 Base Total: 12OLO =2 M43uitt Total: 3140.0 314.0 FLOOR TYPES Area X BWPM = Points Type R Value Area X WPM = Points Stab 220.0(p) 21 -4620 1. Sbbtkn -Grade Edge In on 0.0 220.0(p 210 -462.0 Raised 0.0 0.00 OA Base Total: 482.0 As43M Totah 220.0 462.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 3140.0 -0.06 488.4 3140.0 -0.06 488.4 Winter Base Points: 3102.8 Winter As -Built Points: 5687.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (Systorn - Pcbft) (DM x DSMI x AHU) (sys 1: Ekx*t Strip 34120 birth ,EFF(1.0) Ducts :Une(S).Urto(R),Ird(AH),R6.0 5687.5 0.500 (1.099 x 1.137 x 0.86) 1.000 0.950 2818.4 (sys 2: Electric Strip 1706D badr ,EFF(1.0) .Unc(S),Unc(R),Int(AH),R6.0 56137.5 0250 (1.088 x 1.137 x 0.86) 1.000 0.950 14582 (sys 3: Electric Strip 17060 btuh ,EFF(1.0) Ducts :Une(S),Unc(R),Int(AH),R6.0 5667.5 0250 (1.099 x 1.137 x 0.86) 1.880 0.950 1459.2 3102.8 0.5540 1718.9 5687.5 1.00 1.080 1.000 0.950 5836.7 G....r....l�w..wwT49 r%f Cwwv. GMA 'VV%A0 CI Of-130 ..A C n FORM 60OA -2004R EnergyGauge@ 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: NE 96 Shve, Miami Shores, FL, 33165- PERMIT#: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2273.W 6819.0 65.0 0.95 3 1.w 226122 1.00 6603.7 AS43uBt Tom: 6603.7 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Paints Points Points Points Points Points Points 26842 1719 6819 35380 1 22473 5837 6664 34913 PASS V y�y.Vl C........sfn......TM r%#"A C..r... W~ 'dV%A6 Cl Of%00 —A C n FORM 600A 2004R EnergyGauge@ 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: NE 96 Scree, Miami Shores, FL, 33155- PERMIT fit: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUI] MEt1iTS FOR EACH PRACTICE CHECK Exterior Wfndwws & Doors 606.1 ABC.1.1 - 3 dmfsqfL w ulowr - 5 dhbinfL door area. Exterior & AdJacent Walls 606.1 ABC.121 Caulk, gasMt weather.*0 or seal bebweem whWbaWdoors & frames, surrowu tng walk foundation & wall sole or sill plate; johft between exterior waft paned at comers, utility powbabm between wall panel & man plates; between wells and fir. EXCEPTION: Frame wells where a cordinums 6hfiffiration berner is tristalled Drat extertds MW IS sealed to Uve foundation to the Floors 6DS.1 ABC.12 2 PavAralorakperings >11$° sealed unless lacked by trues or jaird members. EXCEPTION: Frame floors where a continuous bhfiitralion farrier Is iced that Is sealed to the parkider, perwhattoris and seams. Celiirigs 606.1 ABC.12.3 Between was & c e&W of caNng PIRM of tip door; around shafts, chases, soffits, c h mceys, caboets sealed to continuous air berm; gaps in gyp beard & top plate; J attic access. EXCEPTION: Frame callings where a corhtbutohs Irdbali n barrier is t is seated at to perimeter. a4 Pertebatioris and seam. Recessed U911totg Fbdures 606.1 ABC.1.24 Type IC rated wfih no seams or Type IC or rm4C rated, budded i>iside a seated boat with 1rZ cdewance & 3° from bar, or Type IC rated wtih < 20 cfim from conditioned space, teed. Multi Houses 606.1 ABC.12.5 Air harrier on perimeter of floor cavfty betam fps. ✓ Additional Infiltration re* 606.1 ABC.1.3 Usual fans vented to outdoors, dampers cmyftmbm space heaters comply with NFPA, / haws cmiftntim alr. v 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all msidences.) COMPONENTS SECT CHECK Water Heaters 6121 Comply with y rem In Table 6121 ABC.32 Switch or deady marked circuit bmalm ekrctric or cutoff must be provided, Extexral or bud# -bt treat bW nxWed. y Swimming Pools & Spas 6121 Spas & heated pools must have covers (accept solar heated}. Nort commerclal pool must have a pump lbrher. Gas spa & pool heaters; m have a mh*man the mW efficlercy Shower heads 6121 Water flow nust be restricted to no more tan 25 gallovis per ,tenths at 80 PSIG. f/ Air Distribution Systems 610.1 AN duds, Mirgs, mwhm hcaf ealuipmertt and Plenum chambers sly be mec avocally aftc hed, seated, wed, and bmialtsd in accordarm w dh the crilem of Section 610. �^ Ducts to urworttlitioned attics: R-6 mien bah. HVAC Controls 607.1 Separate readily accessible narual or automatic thermostat for each systerm y' Insulation 604.1, 6021 Ceffntgs4 h. R -19. Comm= walls - Frame R -11 or CBS R-3 both sides. Common ceftV & floors R -11. C.wro..d�w.-TM M1 Cw.... 0"nA �N'MAO C�. .......f�w..wwASl/C'L.00Qh/YfA� CI OIIOO..A C 7 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 871 19ee higher the score, the more efficient the home. Mr Ken Lund, NE 96 Stree, Miami Shores, FL, 33155- 1. New construction or existing New _ 12. Cooling system 2. Single family or multi tinily Single family _ a Central Unit/Split Cap: 48.0 kBtu/hr _ 3. Number of units, if multi-hmr3y I _ SEER- 13.00 _ 4. Number of Bedrooms 3 _ b. Central Unit/Split Cap: 24.0 kBtu/hr _ 5. Is this a worst can? No _ SEER: 18.00 _ 6. Conditioned floor area (8) 3140 W _ C. Central Unit/Split Cap: 18A kBtu/hr , 7. Glass type I and area: (Label regd. by 13- 104.4.5 if not default) SEER: 16.00 _ a. U factor. Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (S Default) 609.7 fly _ a. EhxUk Strip Cap: 34.1 kBm/hr _ b. SHGC: COP: 1.00 _ (or Clear or Tint DEFAULT) 7b. (Ckar) 613.7 ft- _ b. Electric Strip Cap. 17.1 kBtu/hr _ 8. Floor types COP: 1.00 _ a. Slab -On. -Grade Edge Insulation R=0.0, 22O.0(p) ft G. Electric Strip Cap : 17.1 kBtu/hr _ b. N/A _ COP: 1.00 _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 65.0 gallons a. Concrete, Int Insul, Exterior R=4.1,25993 W _ EF: 0.95 _ b. N/A _ b. N/A c. N/A d. N/A _ c. conservation credits _ e. N/A _ (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated had pump) a. Under Attic R=30.0,3140.0 W _ 15. HVAC credits PT, _ b. N/A _ (CF- Coiling fan, CV -Cross ventilation, c. N/A _ HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Unc. Rat: Una AH: Interior Sup. R=6.0,50.0 fl _ N Z- C- Multizoe cooling, b. 2 Others 50.0 ft _ MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Mcaency 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 Cale compliant features z° Builder Signature: Date: Address of New Home: City/Fl, Zip: �'Cp W1 *NOTE: The home's estimated energy performance score is only available through the K 'S computer program. This is no t a Building Energy Rating. Ifyour score a 80 or greater (or 86for a USEPA/DOEEnergySW designation), your home may qualify for energy e mortgage (EFM incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321 1638 -1492 or see the Energy Gauge web site at www.fsec ucf. edu for information and a list of cerlified Ratem For information about Florida's Energy E Code For Building Construction, contact the Department of CommunityA, f "airs at 85014 - 1824 1 Predominant glass type. For actual glass type and nerevCntuae® (VerSiOn�: F1.R V4 5.2) Residential System Sizing Calculation Summary Mr Ken Lund Project Title: Code Only NE 96 Stree Lund Residence Late 17y18 Professional Version Miami Shores, FL 33155- Climate: South 3/11/2008 Location for weather data: Miami - User customized: Latitude(25) Altitude(11 ft.) Temp Range(L) Humid' data: Interior RH 50% Outdoor wet bulb 8 Humid[ity d" r. Winter design temperature 40 F Summer design temperature 95 F Winter setpoint 70 F Summer setpoint 75 F Winter ternDerature difference 30 F Summer tempe rature difference 20 F Total heating load calculation 87835 131tuh Total c li load calculation 79437 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of talc Btuh Total (Electric Strip) 118.0 68240 Sensible (SHR = 0.70) 98.0 63280 Latent 182.4 27120 Total 113.8 90400 WINTER CALCULATIONS Winter Heating Load for 3140 Load component Load Window total 614 sgft 23335 Btuh Wall total 2588 sgft 11518 Btuh 'rf! Door total 20 so 210 Btuh Ceiling total 3140 sgft 3000 Btuh Floor total 720 sgft 7788 Btuh Infiltration 170 cfm 5594 Btuh'' ` Duct loss 6390 Btuh Subtotal 57835 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS SAM Mull SUMMER CALCULATIONS Summer Coolin Load for 3140 Load component Load Window total 614 sgft 28868 Btuh Wall total 2588 sgft 93:10 Btuh Door total 20 sgft 245 Btuh Cates t Ceiling total 3140 sgft 7900 Btuh Floor total 0 Btuh " Infiltration 148 cfm 3263 Btuh Internal gain 5950 Btuh Duct gain 9012 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 64568 Btuh Latent gain(duc ts) 2420 Btuh Latent gain(infiltration) 5850 Btuh Latent gain(ventilation) 0 Btuh es�; Latent gain(intemalloccupantsiother) 6600 Btuh Total latent gain 14870 Btuh TOTAL HEAT GAIN 75437 Btuh � a EnW9JGaU9B@ version 8 PRFpARED Y: rG. �. .. Fer Fbrda residmms o/ DATE f 1003 Frovmrt`.a FI P(:PR vd S 9 -Miami Shores Building De ent 7 F -- Product Approval Schedule / Comparison Chart Address: 1 001 A)6 Ili S''r Permit No. 08- (1-j Opening Description of'Window Prod uctAc ceptance ProductApprova! Opeaiag Design Rough Opening Shutter Required Mullion Required Impact or Door or Mullion Number Design Pressure Pressure Size Yes / o - Yes 1 No Yes / No ( +) PSF ( -) PSF ( +) PSF () PSF ®�-- 2D•0 4 100-C) X43• -R 3- N0 17 YEE *S f6-065fol +00 -M-CA-61 /San SAX-AE 900A +Ivo-0-10-04fo A)O ye p •D - �'O f_ �t N • r � • t7ryf r*rr � • • • • ' .. • • • c 1 TOW [Miami Shores Building Department r Product Approval Schedule : Comparison Chart Address: Permit No. (D .tala� Deseri tiaa el tVenPsw Prvd�et Aeta ®w®ot Proe°net ApprvY3T O trio Desl B Stou to O czl® SduRer Re aired �1alIaoa Ittquartd hapscI Or U &Qr Qa 11(YI. 93 . ° uRf tr t8: p rtasurt 'resaurt Lt C i 0 CE tS 1 4 ? + PSY a .ot 111MOO - .va - .0 NO f K��j O .Q1 } .. 00 .- O t t • W oo 0040•• f0 ;M ( O Off .o 0 •• • • • -Co 7 •O O .O �DOr(QQOO —fa a Q `rS% 00 04444• ••000 • • • .00040• i •000 • • • • •00• • •004• • • ' •400• •• • 0.44• i/� W W VV •s 1C -OS a aor ^62. �• X 4 44• e' • •• DO* d M emo ,� tr •44 •4444• •400•• � �i �• ao far •• 4 • • 4 ,o tb,ov. t•- Np • VOMW—Z Pam OD 00 - Ift 00 foA AL 2 s t 463 i 416 w � D+oo1�' r 0 0 #ice cb • tro 3 $ .S -� $ -b C r Op p e a 1�v S ( 01 .ae t • .4 . %: ...... .. 0 000 •. .. . . • % .. • • • . • • • • • • . MIAMI * ••• • . ,up .. . .. .. ... ! i i • • • i . ° i . i .0. MIANII-DADE COUNTY, FLORIDA • • • • • • • • • ° • METRO -DADE N AGLER BUR DING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 • • • • • :0 • • • • • (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEP EJ (W) - • ° ° www.buldlnacodeouline.com Andersen Corporation • • • • • • • • • • • • 100 Fourth Avenue North Bayport, MN 55003 -1096 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Narrow Aluminum Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M07 -02, titled "Narrow Aluminum Mullion System", sheets 1 through b of 6, dated 06/21/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farms, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance numb and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building carte negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayW ten it shall be done in its entirety. • • • • • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufac%= its . • •; • • • distributors and shall be available for inspection at the job site at the request of the BuiWi • Hicial. " • • • • • • This NOA revises and renews NOA # 02.0417.05 and consists of this page 1 and evidepcf gage E -1, ag wefl ; • • • • as approval document mentioned above. .... • 0 0090 0 ° • • • • . . The submitted documentation was reviewed by Manuel Perez, .. � .. � :009 ..... .. .. .... ...... "GSM No. 074503.01 • v Expiration Uate: r4plr2,' M • • • • : • ApproU 1 : Augo"11,4M : • • • .: • • • • ° Pete 1 • ° • i •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• Andersen Corporation ... NOTICt OF WQ&AI b :: : E�DENCE SUBMITTED ," . sue-- -: • • • • • • A. DRAWINGS • • • • • 000 • • L Manufacturers• i ,�v;injs sections. 2. Drawing No. U67:03, 3beets ttlappg ,; of 6, titled "Narrow Aluminum Mullion System", dated 06/21/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS'(Tests performed under previous NOA No. 99- 0811.05) 1. Test report on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of windows prepared by Architectural Testing Inc., Test Report No. ATI- 16720 -N -1, dated 11/30/95, signed and sealed by Allen N. Reeves, P.E. (Test performed under previous NOA No. 99- 0811.05) 2. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with installation diagram of two Flexiframe windows mulled together using a narrow aluminum mullion, prepared by Architectural Testing Inc., Test Report No. ATI -02. 31430.01, dated 05/25/99, signed and sealed by Allen N. Reeves, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 06 /29/07, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated June 29, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter from manufacturer stating that the product has not changed and requesting a One -Year Renewal to allow the time to perform a verification test, dated 04/24/07, signed by Cindy Berger, Standards Engineer, Andersen Corporation. 3. Letter from laboratory confirming manufacturer has contracted and scheduled verification tests, issued by Architectural Testing, Inc., dated 04 /19/07, signed by Daniel A. Johnson, Director, Regional Operations. 0 • • • G. OTHER •• 0.00 •• 1. Notice of Acceptance No. 02- 0417.05, issued to Andersen Corpora 'o ' theme • • • • 0 0 • Narrow Mullion- Impact, approved on 05/06/02 d expiring on 0�� • 'l. %004 i . 00•• 0 • • , • . . . •0000 • t1',�SIWG P.E. 0 0: • 0 • PrOLWContro er • • • • • • 0 0 IM No. 03.01 • • Expiration Vate: Nfir3,+?A08 00 E -1 APpro$al i1 tg: Augusb g oZOlY7 00 0 0..: 00 0 • • .•• UT, ( +) Air. ( -) 100.0 100.0 WINDOW x1D11H (W) 12" is" 18' 21' 24' 27' 30 DIMS. M1Al SPAN 88 DR, {4.Y lNr. { -) 100.0 100.0 100.0 100.0 100.0 91.9 100.0 82.7 100.0 75.6 100.0 70.0 100.0 12 is 18' 21' 24 27' 72' 100.0 100.0 ,00.0 ,0(.0 849 100.0 73.4 100.0 949 100.0 58.4 12 15 18" 21 pg' • ;7 A • V �' •W � �., • 42V "U • • •42' • 100.0 12 ts" 18 ' 21' 24" DESIGN MAD CAPACITY - PSF DESIGN WAD CAPACITY - P8F W/0 pumm BIATB R0ffiONTALS 00/0 MTNMZM R MM OMM's • • ...... • • •••••• • • • •,••• • • • • •••••• • • Vmmw r2l 30" 33' 38 39• 42 45' 48 DDM3. MULL SPAN 38° UT, ( +) Air. ( -) 100.0 100.0 WINDOW x1D11H (W) 12" is" 18' 21' 24' 27' 30 DIMS. M1Al SPAN 88 DR, {4.Y lNr. { -) 100.0 100.0 100.0 100.0 100.0 91.9 100.0 82.7 100.0 75.6 100.0 70.0 100.0 12 is 18' 21' 24 27' 72' 100.0 100.0 ,00.0 ,0(.0 849 100.0 73.4 100.0 949 100.0 58.4 12 15 18" 21 pg' • ;7 A • V �' •W � �., • 42V "U • • •42' • 100.0 12 ts" 18 ' 21' 24" 78 98.8 79.3 100.0 100.0 $ 100.0 57.4 100.0 80.7 ,00.0 12' 15• ,9• 21' 24' .H• 78.9 •00.0 • 83.4 9D.8 100.0 53.1 48.8 •t 00.0 1 40.4 100.0 , • , • ,0o.0 1 t. , • 16+ • � 246 • • •306 • 3 3. • 39• • 42 • • • 48• , • •1•o�v •100.0 ttdE• 100.0 t00O 799 • 100.0• • 98.4 94.5 12' is' 18" 21 24' 27' 30• 33' 38• w 100.0 100.0 100.0 ,00 100.0 98 0 91.8 98.9 77 12 is' 18' 21. 24 27' 30' 80' 100.0 100.0 F7.94 WIDTH (w) = W, + W2 z DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF • _ , • WITII DHTE&MBDIATB ROBIZONT WfM NUERM IATF ED • : • • WINDOW DIMS. �, { wINDow DIIm u, {+) • • • ,"m�u nu\ wni caeN. INT. I -) WAAH (Mh NULL SPAN INT. {") • �• 1s° 18" 21' 24 2*• J0• 3r 38• 39• 4r 48• 48' 36" 100.0 1s" 18' 21" 24" 27' 30" or 100.0 100.0 100.0 100.0 100.0 100.0 12' iS" 18• 21' 24 27 72' t 100.0 100.0 100.0 1 1r 15• 18" 21" 24 2 7' 30" 33• 38• 39' 4r 4s° 48" 42 " 100.0 12" ts' 18" 21" 24 78" 100.0 100.0 100.0 100.0 t oo .0 12' 1s' 18' 21' 24' &4' 100.0 100.0 100.0 Os., 88.3 82.4 77A 12' is' 18' 21' 24' 27' 30• 33" 38" 39" 42" 48 . 100.0 100.0 100.0 100.0 100.0 100.0 94.7 88.1 78.9 729 87.8 12' 18' 18" 21" 24" 27' 30• 33• 38• s4 100.0 100.0 100.0 100.0 939 83.1 749 88.0 92.3 12" 1S• 18' 21" 24 27• 30• 80' 100.0 100.0 93.2 799 99.8 eza ss9 • 17 wIOTH (w) ffi 001 + Wz 2 t :1 qr P � ppgg n • 64� Y! !IS S $ 4 11 , 20 gg z R- 0 PH z D� Q < °90 & a � a s 3 M07 -02 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• ;10 X 2 -1 SCREWS #10 x 2 -1/2 SCREWS • • • • 0 2 -1 /2' SCREWSP • • • p� S AT S' FROM HEMAILL AT 8' FROM HEAD /SILL S�f t Ap�SI1L• • V { ��DD 8" � AND 16 D MAX AND ts° D MAX. • • • C � •• • • • • • •i• •• r AWNING TO AWNING CASEMM TO AWNING CeSEMENi TO CAS AWNING TO AWNING � VERTCAL JOIN HORIZONTAL JOIN VERTICAL OR HORIZONTAL JOIN HORIZONTAL JOIN VERTICAL JOIN Q Z #10 x 2 -1/2' SCREWS AT S' FROM HEAP /SILL #10 X 2 -1/2' SCREWS $10 X 2 -1 SCREWS AND 18' O.C. MAX AT S' FROM HEAD /SILL AT S' FROM HEAD /VLL ^ AND 18' O.C. MAX AND 18' O.C. MAX Q, M • • •• • j fl �•4 to nll •••••• • • • • • n 00000 EMIFRAME $ExIFRA.ME T•IMRiIBttIFRAME fccL alfr TO FL.Et PWF AWNING TO EXIFRAME CASEMENT TO FLEXIFRAME AWNING TO ..... 'kRTICAL OR•FiORIZOMAS JOIN HORIZONTAL VERTICAL JOIN VERTICAL JOIN HOROAMAL JOIN • • ••• z° scREWS g10 x 2-1 /2• SCREWS AT S' FROM HEAD /S7Ll. AT S' FROM HEN /SILL AND 18 O.C. MAX �. AND 18' O.C. MAX m c i � c r. DR. KJMAYOUN FAROOT t&laCLt'T »:Yl9Y� •� STRUCTURES s PEC.ANFIA. i 18987 �¢ py ,j O $ S 6 a i9� drawing no. FLpaER9ME TO CIRCLE TOP /OUARIER CIRCLE TOP TO AWNING VERTICAL OR HORIZONTAL JOIN HORIZONTAL JOIN MQ� -02 sheet 4 aF R , . . . . .. .. . . . 0000... 0000 . .. . . . . ... . X z -1/2 SCREWS AT 0 2 - i i i i i 0 i J� A7 S FROM HEAD/SILL X1 X 7/2 SCRENS """ AND 16" O.C. MAX. AT 8' FROM HEAD /SILL • AT S' AND 16' O.C. MAX. AND 1 ' O.C. H O r • •i • r � • O� v r ii• i. i� CIRCLE TOP TO CASEMENT a fAl. f4 HORMO JOIN W FlFl FYFReMFA� /SPitINC -I iNE TO FM DOOR ci cmcraeMC /AROH /caRINCL INE TO FWO DOOR HORIZONTAL JOiN HORIZONTAL JOIN ffto x 2 -1/2° SCREWS g10 x z -1 /z• SCR7]YS 'Ells 110 X 2 -1/2' SCREWS AT S' FROM HEAD /SILL. AT S FROM HEAD /SILL ND 16' O.C. MAX. ND 78" O.C. MAX. AT S' FROM HEAD /SILL AND 16" O.C. MAX. F i � 3 0000.. Z •.0... 0000 • ,CASIAT PICTURE WDW. TO OIN CASEMENT 0 .. • • . C, HORIZOMAL J • • V ip FL UMAMEARCH /SPRINGLINE TO FWH DOOR F'LEXIFRAME A CH&MIAGLIN TO FWO DOO . R y • i. • 0 . • • 9 9 9 . • HORIZONTAL JOM HORIZONTAL JOIN 0 9..99. 0 • • 0909• • • 0900 • • • . • 09.0.9 • • . . : #10 X 2 -1/2' SCREMS AT SX FROM HEAD /SILL AT S 2-1 HEAD AND 18 O.C. MAX. S CREW S • . • •. •. • i • i • AT S' FROM HEAD.SILL AND 16" O.C. MAX. AND 16" O.C. MAX. • •0.099 • • • CASMT PICTURE WOW. TO AWNMIG e_ MT PICTU WDW. TO ASEMFNT HORZONTAI JOIN VERTICAL JOIN p�C� PICT WOW TO Eft DOOR PSCA PICTURE WDW TO FWO DOOR HORIZONTAL J(m HORZONTAL JOIN FLA6 PE # MW CAA 3M W F MI tl•wY6FlerYs � "1 No tae s JUL drawing no. M07 -02 sheet 5 of 8 • .f. of 1/4-20 ND atp • • f V , FASTEN END PLATE TO 7051 438 • i • • • • • b 00 • • • • • n �!{° f • • • • • c 3.700 O 00 P •i • � � z) /e scREVtS • • • e • i i • • ASPEN END PLATE TO FRAME • • • • • • • :9 O f 6 END PLATE POST • i • • • • 4 8063 -T5 • i • • • • O F ® • f • •`i • 6 END PLATE END PLATE ALUM MUWON 8083 -T5 Z • •• Z 2oaJ i • • • • i • p • • TYPICAL ANCHORS 3 U a • • • • • i ' E • TYPE 'A'- .J1. SMS OR WOOD SCREIMS Z •f•ifi i ifi• • • • OD _ = •G INTO 2BY WOOD BUCKS OR WO STRUCTURE • • • • 1 -3/8 MIN. PENETRATION INTO WOOD z 2 o � • • • *00 • TYPE '8'- ,3[16' DIA TAPCONS BY 'ELCO' Z�Z 3 0 " • • • • • • f i i f f • THRU 1 BY WOOD BUCKS INTO MASONRY OR CONC. < • • • • • i • i • • i • • • • 1 -1/2" MIN. EMBED INTO MASONRY OR CONC. 0 0 • • DIRECTLY INTO CONCRETE OR MASONRY **0* • • • • 1-1/4 MIN. EMBED INTO CONCRETE OR MASONRY ••f••• • • • • f • •i• • s • • • • TYPE 'C' $12 SMS OR SELF DRIWNG SCRE{YS • • • 00 • • INTO METAL STRUCTURES fi•• •• • STEEL : 12 GA MIN. (Fy = 36 KS) MIN.) • ii ALUMINUM :.080 THK. MIN. (8083 -T5 MIN.) •• f •• •i • i f • • TYPICAL ANCHORS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • • • MIE 00000* • • • • • • ' 33 0.CL� C TYPICAL EDGE DISTANCES ° • 00 00 • i INTO CONCRETE AND MASONRY - 1 -5/8" MIN. INTO WOOD STRUCTURE = 3/4� MIN. END PLATE POST I i WTO METAL STRUCTURE = 1/2 MIN. ® ANCHORS TO !L + INTO CONCRETE AND MASONRY - 1 -3118' MIN. INTO WOOD STRUCTURE ® 3/4 MIN. a • INTO METAL STRUCTURE _ �/4 MIN. 8 . D. YD1N. F� PROWCTR2Ill"D &y 1 FU. PEI 18687 E � CAN. 9838 Np � � JP draring no. d M07 -02 sh 8 of 6 .25 t 41211 — � 2 .989 2.842 r.aee �j .888 �2.942 --y f a � I ,/ ses 350 ,.359 a, t � 1. 494 ,.39, 1 ' � -F—j za4a 4.,25 —�i 4500— 4.125 CASEMENT AWNING CASEMENT PICTURE FLEXIFRAME FIXED SPECIAIM DIRECT SET (CTC & CTDC) h FRAME HEAD /SIL FRAME JAMB FRAME HEAD /S�, /JAMR FRAME SILL 30835 30838 - ry WOOD WOOD WOOD WOOD 27230 4 4.125 3.198 • 2.939 S72 2 —.{ td i 700_7^- --i� UA 1.109 .797 — • • • • 1Lm �— Sa, asu F L L -4.121 , •3�•2 •• • • Q .r,.�. • CASEMENT AWNING CASEMENT PICTURE (P) SPECUIL.ITY �I 000 (CTN) • • • • • Oz • �e3O838 ug ME 3 EM / S.SI I FRAME H 30394� " • 0 Q � • v • WOOD WOOD WOOD • • • • • =� •• •• •• • 2 � C•,j • 3.727 Z o� 1.080 • • • 13 •• • Z • Q� • �a �OO 1 •• • 7Q5 • • • • • •• • �2,655—� 4.193 4.007 � p—a ess ` SPECIALITY DIRECT SET (ET) 1.2m .988 FRAME SI t 1.018 531 ,.,85 WOOD C 4.224 2.331 —�I HINGED DOOR HFen 1 u FWD / A_B fOPERSnNG /s*AnON.4O OUTSWING DOOR HEAD/JAMS (OPERATINGMAnO N4 52253 57019 i6 WOOD WOOD C • • • 000 • • ' • • • 2. 2.0187 3 • • �' • • • • • • • .135 • • • • • • i • • • • • 587 • • •q} • • • •389 •- • • • • • .06R 082 1.197 .720 PR0nm PAMD 3 I M eamseHA Wef'•rMa ,! i • • 3.9.9 1584 --�1�- ,.349 -�I -�i 575928 t $ ffi b • ••• F!1'H • • drawl no. • • s • F,YO n9 9Y�UW 0 y{Ii®R�IJA�ee1� {eaEN OUrsanNG HEen /M8�40PERenNG /crAT10NaRrt NARROW awM MuLL1oN M07 -02 0 57031 •• • FIBERGLASS 8081 -T8 sheet 7 of R ••• • • • • ••i • • • • • • • • • • • • • • • • • • • • ••• • • • 000 : •• • • r ,.,MU�TI�LE MOWLIB MULTRE MODULES F ACCEPTABLE NARROW AU M IM m=om sym WINDOW MM MEMB rt. INCITmEp W PROPERTIES DESIGN LOAD RATING FOR THIS MULLION TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO MULLIONS COMBRIATIONS WITH FRAME MEMBERS OF ANDERSEN CORPORATION WINDOW AND DOORS IN ANY COMBINATIONS SEE SHEET 2 FOR WINWW 8 DOOR FRAME MEMBER DETAIS. SEE SEPARATE NOA FOR WMDOW /DOOR ANCHORS AND DESIGN LOAD CAPACITY. LOWEST VALUE RESLR.TING FROM MULLIONN, WINO W OR DOOR APPROVAL, WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUKDING CODE 2004 EDDRON INCLUDING MUST HKMI•CCAB�W.�*4UVW4E ZOV (HW).• •• MEET giA , RB �TM �•^ S ETC. OAD, WATER LC STRUCT ; ° �"��20PERLY TO TRANSFER ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL. SWILL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). g1, 'lCON�WNS�THAN THESE SHOWN IN THESE DETAILS e YY yR�S • • • • � L tHAT COME INTO OF 20x1 FLORIDA g��CDON � 4. • THE REQUIREMENTS MULLION MULLION CORP. vmum MULLION ANTI CORP. WSJ / SEE SEPAPA7E NOA ANDERSEN CORP. WMOONIDOOR SEE ANOETdO/ C)RP. /DOR SEPARATE NOA ' SEE SEPARATE N0A wnaDwri000�' sFE SEPARATE NOA NARROW AU M IM m=om sym WINDOW MM MEMB rt. INCITmEp W PROPERTIES DESIGN LOAD RATING FOR THIS MULLION TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO MULLIONS COMBRIATIONS WITH FRAME MEMBERS OF ANDERSEN CORPORATION WINDOW AND DOORS IN ANY COMBINATIONS SEE SHEET 2 FOR WINWW 8 DOOR FRAME MEMBER DETAIS. SEE SEPARATE NOA FOR WMDOW /DOOR ANCHORS AND DESIGN LOAD CAPACITY. LOWEST VALUE RESLR.TING FROM MULLIONN, WINO W OR DOOR APPROVAL, WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUKDING CODE 2004 EDDRON INCLUDING MUST HKMI•CCAB�W.�*4UVW4E ZOV (HW).• •• MEET giA , RB �TM �•^ S ETC. OAD, WATER LC STRUCT ; ° �"��20PERLY TO TRANSFER ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL. SWILL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). g1, 'lCON�WNS�THAN THESE SHOWN IN THESE DETAILS e YY yR�S • • • • � L tHAT COME INTO OF 20x1 FLORIDA g��CDON � 4. • THE REQUIREMENTS LON SPAN - Lu HDFAZONWM. MUWON Z 0 VERTICAL . SEE a MRn�L • MULLION • • g / • • !EE SEPARATE NOA m • •• 0 0:4 g KZ •e• • A • g r �•Za •• •• •• • ;,� W A e SEE SEPARATE NOA • • MULLION MULLION CORP. F CORP. ANTI CORP. WSJ / SEE SEPAPA7E NOA ANDERSEN CORP. WMOONIDOOR SEE ANOETdO/ C)RP. /DOR SEPARATE NOA SFP SEPARAT N. SFE SEPARATE NaA SEE SEPARATE NOA LON SPAN - Lu HDFAZONWM. MUWON Z 0 VERTICAL . SEE a MRn�L • MULLION • • g / • • !EE SEPARATE NOA m • •• 0 0:4 g KZ •e• • A • g r �•Za •• •• •• • ;,� W A e SEE SEPARATE NOA • • Me FhwMm MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT RESISTANT PRODUCTS. MULLION MULLION CORP. F CORP. ANTI CORP. WSJ / SEE SEPAPA7E NOA ANDERSEN CORP. WMOONIDOOR SEE ANOETdO/ C)RP. /DOR SEPARATE NOA SFP SEPARAT N. Me FhwMm MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT RESISTANT PRODUCTS. z }4 0 M ID LLLt P ttJJJ n 3 drawing no. M07 -02 • • • • • • • • CORP. F CORP. r / SEE SEP TE N0A BE B TE NCA ••• • • • • •• •• A COPo�. SEE SEPARATE NOA SEE SEPARANOA z }4 0 M ID LLLt P ttJJJ n 3 drawing no. M07 -02 • • • • • • • • ••• • • • • •• •• . t • MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 _NOTICE OF ACCEPTANCE (NOA) www.buldingcodeonline.com Andersen Corporation 100 Fourth Ave. North Bayport, MN 55003 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Perma - Shield Vinyl Clad Wood Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W01 -46, titled " Perma- Shield Vinyl Clad Wd. Casement Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 07/23/01, with revision D dated 02/06/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control. Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety • • 0 0000 0 • • • • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufdctuft or iv • ; • . distributors and shall be available for inspection at the job site at the request of the 1�'uiftdnn4 Official..' This NOA revises and renews NOA # 05- 0202.01 and consists of this page I and a len pages E-f and �.... E -2 as well as approval document mentioned above. • The submitted documentation was reviewed by Manuel Pere P.E. ' • • • • N0A N11 7VS20.02 • • • • • Expiration p t¢:' September 1 19, 2012 • • Approval'Date: Septempt T%2007 • • • • • • . • •.Page 1 :....: .. . •• • Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. WOI -46, titled "Perms- Shield Vinyl Clad Wd. Casement Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 07/23/01, with revision D dated 02/06/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, F.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of a vinyl clad wood casement window, prepared by Architectural Testing Inc., Test Report No. ATI - 65619.01- 201 -18, dated 06/29 to 07/06/06, signed and sealed by Joseph A. Reed, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a vinyl clad wood fixed window, prepared by Architectural Testing Inc., Test Report No. ATI- 65620.01 -201- 18, dated 06/29/ to 07/05/06, signed and sealed by Joseph A. Reed, F.E. 3. Test reports on: 1) Air Infiltration Test, per TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94. 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with the manufacturer's parts and section drawings marked -up by Architectural Testing Inc., Test Report No. ATI -02- 45335.01 dated 05/21 - 23/03, signed and sealed by Joseph A. Reed, F.E. (Submitted under NOA # 03- 0919.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • • • • • along with marked -up drawings and installation diagram of a vi4Y1 414 wood e&vnent —se window, prepared by Architectural Testing, Inc., Test Report No.'l�1- 33449.1 ?'4ftd '. 0 000 000 9/10/01 signed and sealed by Allen Reeves P.E. • • • {Submitted under N4A # 03 -0919.03) • ••••ManV ••••• "tetcontroI min sees* • •• •KOANtft . 2 •••••• Expiration :•leptember49, 2012 • Approval Date: Septemper 9f, 2007 • • • • • • • 0 • Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of a vinyl clad wood casement window, prepared by Architectural Testing, Inc., Test Report No. 02- 33001.01, dated 2/1/01, signed and sealed by Allen Reeves, P.E.(&bm1 t'ed under NOA # 03- 0919.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 3/8/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.10 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 02/15/07, expiring on 01/14/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Satlex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated January 26, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 26, 2007, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letters for Test Reports No. ATI- 65619.01- 201 -18 and ATI - 65620.01- 201 -18, issued by Architectural Testing, Inc., dated November 6, 2006, signed and sealed by Joseph A. Reed, P.E. G. OTHER • . . .. ...... L Notice of Acceptance No. 05- 0202.01, issued to Andersen Corpcxt�tion, for; . * • •, Series Perma- Shield Vinyl Clad Wood Casement Window, apptd bn 05/211 054and :0060: expiring on 09/19/07. • • • • • • .0 00 ••�••�Manue E. ••••• Prod�unet Control am er ' • • • • . ••••4NOA No. 076 0.02 •• Expirationbate: teptembw-1�-0 ��2012 ....:. Approval.0at�� Septeaiber,3cT, 2007 :....: 31 1/2 MAX. 56 1/2' MAX. WINDOW WIDTH SINGLE UNITS WINDOW WIDTH DOUBLE UNITS 71 5/8' MAX. i • 1 11 8 1 30 MAX. (1) CUP ® HEAD /SILL 27 713Y MAX 27 7/32' MAX. (4) CLAPS FOR WIDTHS UPTO 48° WINDOW WIDTH Z SASE{ WIDTH SASH WIDTH SASH WIDTH (5) CUPS FOR LARGER WIDTHS 22 31/32 - MAX. 22 31/32 - MAX. 27 1/8 MAX 24' MAX 24° MAX SASH WIDTH SASH WIDTH FALSE MUNRN D.L /OPMG FA LSE MUNTIN D.L. OPG. D.L. TRIPLE UNITS OPTIONAL — OPRONAL A — — — 1 MAX 1 MA X ' 19 MA %4' (8) CUPS ®HEAD /SILL IL / G --=- irk' = --- g � a C - I =JL ---= =_ /n n tt a u u G ' N_ �O g ig I m p \ - _'t_" __ __.fir.__/ I ]t t0 it __ JI_1 - _�'__ r \ -Tr- �- IIIYYL - --I — — — —_ IM __ g LOOKING POINTS 8 MAX H MAX S LAX2QN0 POINTS S �E CHART SEE CHART CORNERS CORNERS ( FOR QUANTITIES • SEE CHART L•CIONG POS N0. OF N0. OF TYPICAL ELEVATION S SEE CHART WOW KEEPERS STAT. CLIPS UPTO 'PERMA- SHIELD' VINYL CLAD WOOD CASEM WIND04P �D UNITS UNITS 28 - 5° aT sASH AT SCA'. W88 ENT APPROVAL APPUES TO SINGLE, DOUBLE OR TRIPLE WINDOWS 40-13/16 2 2 IN ANY COMBINATION OF VENTING OR STATIONARY UNITS. 59-7 S' 3 3 71-7/8' 3 4 ALSO COMBINATIONS OF CASMT /CASMT OR CASEMENT WITH 3/32° HEAT STREN'D GLASS 5132 ANN. GLASS 5/32° ANN. GLASS OT WINDOW TYPES USING MIAMI -DADE COUNTY APPROVED INTEMAYER B ETWEEN. MULLJONS IN � LOWER DESIGN P RES'SURE FROM WINDOWS OR MULLION APPROVAL SUtACITE PJB BY 4XIPwr BU ACITE PYB BY 'DUPONr SENTR1'GLAS PLUS BY 'OUPONT' sp0.� WILL A P PL Y TO EN SYSTE 3/32' HEAT STREN'D GLASS 5/32' ANN. GLASS 5/32' MIN. GLASS o ff55 `" i i ♦ i SILICONE SILICONE SILICONE n S GE 7700 OR GE 7700 OR GE 7700 OR DC -1350 DC -1350 DC -1350 I I � LAMINATED GLASS < ° T7 RS P� ti�S l?tIGP/ �UJD ILSTED TO COMPLY WITH THE yuavlAC£R LARGE MISSILE T14PACT } gE { D171R OP �{ C;DE 20D4 EDIiTON INCLUDING 444 tttnnn fO VEL Z ( Figr: OR )UN FA= MBODUCTDEVL4ED g WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ^ SPACER SPACER n H.A. PF r x lggg dp 6 \ 3 3 LOADS TO THE STRUCTURE. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' A—pmgo A2o e k • ANCHORS SHALL SE AS WAS SPACED•AS SHOWN ON DETAILS, ANCHORS B�MERf TO BASE M E SHALL BL• BMNIPWA& DRESSING OR STUCCO. • • • • • • • • • • • GLAZING OPTIONS • ANCYORING 4DR i.OA&INO CQNDWRONS"T SHOWN IN THESE DETAILS �,,.-•� _��,.��---^•� drowEn9 �• • *RE 11 0110 PART OF TOG APPROVAL. • • • THEgE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. M W01 -46 A LOAIS DURATION IN&ASE 1N ALLOWAIE STREA IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. SHUTTERS ARE NOT REQUIRED. Rahoet 1 of e ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF WN= DE6CR7PTM UNIT WATH MCHES UNIT HT. MChW GLASS TYPE 'A EXL( +) MIL( -) VENTING (X) GIASB TYPE 'slows EXT.( +) IM.( -) 'TYPE 'C EXTj +) mg -) STATIONARY GLASS TYPE 'A Exr.( +) MI.( -) (0) GLASS TYPE 'B £XT.(t) 04i.( -) GLASS TYPE 'C EXL( +} ML( -; CR12 CM12 012 CW12 CX12 17' 20 -1/2" 24 -i /8° 28 -3/8" 31 -1/2" 24 67.0 82.0 60.0 65.0 50.0 6 &0 67.0 SU BOA 85.0 50.0 MO 67.0 820 BOA 65.0 50.0 65.0 67.0 52.0 BOA 6 10 50.0 65.0 87.0 82.0 A 604 B SA 90A WO B7A 82.0 80.0 610 $0.0 8 &0 67.0 840 60.0 06.0 500 65.0 67.0 82.0 .0 8 &0 50-0 85.0 67.0 82.0 60.0 455.0 SO4 6 &O 67.0 MO 60.0 S&O 80.0 BS.O CR125 CN125 C125 CW125 C:X125 17' 20-1 12" 24 -1/8 28 -3/8' 31 -1/2" 28-W 67.0 82A 60.0 65.0 5RO 6" 07.0 82.0 80.0 65.0 50.0 MO 67.0 82.0 60.0 1 SSA 50.0 65.0 67.0 82.0 $0.0 65.0 50.0 8 &O 67.0 82.0 60.0 1 65.0 50.0 65.0 87.0 82.0 60.0 6" 80.0 1 8 &O 67.0 82.0 60.0 65.0 50.0 65.0 67.0 82.0 60.0 65.0 50.0 654 67.0 820 60.0 68.0 50.0 65.0 87.0 820 S.0 86.0 50.0 85.0 CR13 CN13 C13 CW13 CX13 CXW13 17' 2 / 24 -1/8 28 -3145' 31 -1/2" 35- 15/16" 35- 15/10° 67.0 62.0 60.0 65.0 SOA 65.0 87.0 820 60.0 65.0 50.0 $64 874 82A 60.0 63.0 SU 65.0 67.0 82.0 60.0 65.0 504 65.0 87.0 &46 WO 6 5.0 67.0 SU 60.0 86.0 50.0 65.0 674 820 80A Mo 50A 65.0 07.0 82.0 604 65.0 50.0 65.0 67.0 820 4500 65.0 60.0 65.0 67.0 820 80.6 85.0 504 85.0 87.0 820 80.0 65.0 50.0 65.0 67.0 820 60A 8 &O 50.0 455.0 CH135 CNI35 C135 C7W135 CX135 CXW135 1Y 20 -1/2 24 -1145" 28 -3145` 31 -1/2' 35- 15/18" 40- 13/18 674 82.0 80.0 650 50.0 65.0 67.0 820 00.0 85.0 50.0 65.0 674 820 610 654 504 65.0 67.0 820 BOA 85.0 BOA 6 &0 67.0 820 60.0 65.0 50.0 WX 67.0 820 60.0 65.0 504 05.0 67.0 82.0 00.0 $5.0 60.0 8 &0 67.0 826 604 8&0 50A 65A 674 820 00.0 &3.0 50.0 65A 67.0 820 60.0 85.0 50.0 65.0 87.0 824 Bai 8 &0 50A 650 67.0 82.0 60.0 65.0 50.0 65.0 CR14 C.N14 C14 CW14 CX14 OXW74 17' 20 -1/2° 24 -1145 28 -3/8' 31 -1 1Y 35- 15/18" 48' 67.0 820 60.0 65.0 30.0 8 &0 67.0 820 60.0 65.0 50.0 05.0 67.0 MC 60.0 65.0 S.0 6 10 67.0 820 MO 85.0 504 65.0 67.0 MC 0.0 85A 50.0 &5.0 67.0 82.0 00.0 85.0 50.0 65.0 67.0 82.0 60.0 65.0 504 65.0 67.0 820 60.0 BBA 50.0 65.0 6410 68.0 60.0 65.0 50.0 6 &0 67.0 71.0 BO.n 85.0 50.0 65.0 60.0 65.0 6M0 OSA 50.0 664 87.0 71.0 60.0 05A 50.0 65M CR145 CN145 C145 CW145 CX145 CXW745 17° 20 -i/2° 24 -1/0" 28 -3/8' 31 -1/2' 35- 18/18" 52- 13/18" 67.0 820 00A 864 504 65.0 67.0 820 80.0 6 &0 50.0 85.0 67.0 820 604 6S4 504 8 &0 67.0 020 60.0 6 &0 50.0 854 457.0 824 60.0 65.0 W.0 455.0 674 820 BOA 65A 50.0 a" 87.0 820 60A 8 &0 W.0 455.0 457.0 820 �.0 85.0 S0.0 85.o 844 S&O 60.0 WA 50.0 65.0 67.0 71M 80.0 65.0 50.0 854 BOA 88.0 S.0 65.0 no 6&0 674 71M 60.0 654 50.0 86.0 CRIO 02416 075 awls CX15 17' 20 -1/2' 24 -1/8 28 -318 31 -1/2" � -7 07.0 820 MO 645.0 00.0 65A 67.0 no BOA 8 &C 50A 65.0 67.0 82.0 60.0 6" 50.0 8 &0 07.0 820 60.0 8&0 50.0 65A 67.0 820 80.0 65.0 504 6M 67.0 820 �A 854 50.0 6" 64.0 68.0 W.0 65.0 500 65.0 67.0 71.0 60.0 85.0 50.0 091.0 00.0 65.0 60.0 65.0 BOLO 65.0 67.0 71.0 60.0 65.0 MC 85.0 CRIS5 CNI55 C1SB C • 155 17° 20 -1/2" 24 -1/B 3/d 3 64-13/16' • • • • 07.0 820 80.0 8 &0 50.0 8 &0 67.0 820 W.0 65.0 50A 8 &0 457.0 64A 820 S.0 604 Mo BS.O 8&0 50.0 50.0 67.0 07.0 82o 71.0 450.0 450.0 884 85.0 50.0 50.0 65.0 85.0 MA 8 &0• 80.0 65.0 BRO 07.0 71.0 0 W.0 573 71.0 - W.0 654 01115 • C�1� C16 =6 COC78 • 47' • t /'t' • 24 -1145" 28 -3/8" 31-11:r • • • • •I7 -71V 6•.C• 82.0• 60.0 85.0 $OA IM0 67.0 82.0 60.0 854 30.0 ax .0 Q 80.0 0 &O OOA 67.0 82.0 804 S" 50.0 8 &0 60.0 458.0 80.0 6 &0 SMO 07.0 71.0 80.0 65.0 50.0 BBA 604 65.0 60.0 65A 50.0 67.0 71.0 60.0 65.0 60A 65.0 50.0 65.0 - Soo so. 65.1 - S00 85.0 ... . .. .... DESIGN LOAD CAPACITY - PSF OR 00 WINDOW DESOMPPION UNT WU M INCHED UNIT HI. M MES viana EXI.( +} MT. { - ExL(t) MT. {") E1CI'. {i) BR.( - } CR23 CN23 C23 CO3 CX23 CXW23 33 -3/4' 40 -3/4' 46' SB -t/2 62 -3/4" 71 -5/8" 35- 15/18' 67.0 50A 05.0 8 &O 50A 6S.0 $7.0 5u a" 50.0 BSA 07.0 50.0 85A 50.0 50.0 67.0 *71. 85A 50.0 BSA 67.0 84.0 65A 50.0 6 &C 67.0 84.0 85.0 50.0 05.0 C 8235 CN235 0235 t?'1235 CX235 CXW235 3,13/4 40 -3/4" 48" 58 -7/2' 62 -3/4" 71 -5/8" 40- 13/18' 87A 71.0 60.0 BSA 50.0 B &0 67A 71.0 60.0 85.0 50.0 85.0 67.0 71.0 600 85.0 50.0 85.0 07.0 ItA 80.0 455.0 SOA 85.0 07.0 714 60.0 85.0 50.0 &S.0 57.0 714 60.0 85.0 SOA 65.0 C H24 CN24 C24 CW24 QM4 CXW24 33 -3/4' 40 -3/4' 40" 56 -1/2° 62 -3 /4' 71 -5/8' A8' 67.0 71.0 80.0 85.0 457.0 79A 80.0 50A &4.0 67A 71.0 80.0 50A 0&0 457.0 71.0 00.0 A50.0 504 8&0 80.0 84.0 60.0 SOA 644 8&0 68.0 5 &0 50.0 5&0 tN7245 33 -3/4" $7.0 71.0 BOA 65.0 50.0 65.0 CM45 0245 =45 C)245 CXW245 40 -3/4" 48' 55 -1/2 62 -314" 71 -6/8' 52- 13/18° 67.0 71.0 80.0 BBA 500 8 &O B 71.0 00.0 63.0 50A 05.0 87.0 7t.0 80.0 65A 5u 65A 600 64.0 600 64.0 50.0 $4.0 So.0 S20 50.0 52.0 50.0 520 cm CN25 C25 CW25 33 -3/4' 40 -3/4" 48" 56 -1/2' 59-7/8 CW26 84.0 450.0 454.0 W.0 644 6Q.0 84.0 80.0 454.0 60.0 84.0 60.0 64.0 60.0 84.0 30.0 64.0 6010 533 80.0 633 50.0 833 CR255 CN256 0255 33 -3/4 40 -3/4' 48° 84- 13/98° 55.0 58,0 55.0 58.0 50.0 545.0 SBA 554 50.0 5&0 S&0 554 5&0 1 58.0 50.0 50.0 56.0 I Sam CW255 56 -1/2° 50.0 520 50.0 52.0 50A 52.0 CR26 33 -3/4 C335 5" 1 58.0 SSA 58.0 50.0 88.0 CN26 401/4' 71 -7/8' S5A SB.O 5 &0 SB.O 50.0 Ma C28 48" C34S 51.7 1 51.7 St.l 81.7 50.0 51.7 CW26 56-1/2* C3S 43.8 43.9 43.9 43.0 43.9 43.8 WMCX)W PrION DESIGN LOAD CAPACITY - PSF (TWIN UNITS) XOx, oox, xoo, OQO OR = UWT HT 'A . GLASS TYPE GLASS TYPE 'B GLASS TYPE ' k71 -7/6- 35- 15/10 67.0 71.0 60.0 65.0 50.0 B&0 C335 40- 13/18' 87.0 71.0 80.0 8 &0 50.0 WA C34 48' BOA 64.0 80-0 64.0 50.0 64.0 C34S C3S 71 -7/8 S8 - ?/8 8Ca0 83.7 80.0 03.7 50.0 83.7 0R. tO MYWN FARMP . snamiRIRm C•mmP1gEWCSek90m Ftasida n w.'35 ,arameRnJ� • • • . • • • • • • • • NOTE. • • • • • • • • • • • • • GLASS CAPACMES ON THiS SHEET ARE 0 a BASED ON A57M E1300 -02 (3 SEC. GUSTS). ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y d CL O�. O V h VVVV ei Ua PAW dreWing no. W01 -46 SEANCHOR E ELEVS SHEET 1 � ELEVS ON SHEET 1 WOAD Bt1CK5 NOT BY ANDERSEN, MUST SUSTAIN %. \� FOR S SEE SUEHSES LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER E . SHEET FASTENERS cu? HE ETT6R5 THEM TO T BU I LA ING STRUCTURE. Z qa a q q qa ° q'` q a OF y1 r d i ® ,e �m� is A. ag t 7 7 18 ' 15 (3 5 CU ® 'TYPICAL ANCHORS Z ' T INSTALLATION CLIPS C W (( R 8" SCREWS INTO 28Y WOOD BUCKS OR WOW STRUCTURE PE 1 - 1/2" MIN. PENETRATION INTO WOOD 'y ' B: t/4" DTA. TAPCONS V u7 _ I INTO 20Y WOOD BUCKS OR WOOD STRUCTURE 4 Z 1 -1/2" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY K p u� O 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY T W — TYCUv_ EDGE DISTANCE Z r J q d •-. � f3 d W INTO CONCRETE AND MASONRY - 1 -1/2" MIN. B w INTO WOOD STRUCTURE m 314` MIN. (UNLESS SPECIFIED) ::= TO CL DISTANCE INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 3/4" MIN. (UNLESS SPECIFIED) I ocmG OPTIONS: SURFACE MOUNTED LOCK WITH KEEPERS ON SASH BY AMEROCK CORP. E i (1) POINT LOCK FOR WINDOWS UPTO 28 -3/8 HEIGHTS. 1 t8 10 (2) POINT LOCK FOR WINDOWS UPTO 40 -1311V HEIGHTS. c 7 18 (3) POINT LOCK FOR ALL BIGGER HEIGHTS. 12$ © 16 a, • C 4 0 •• ••• # • • ••-- PStiI .e ae e, qq DUI`i'Rmup � a 1. b 4 . • i q h d� b ` a. a q ° Stamm Im ffiMw9ltSpol Ml$tGO A L 1„ • - a o. 2\ • < S CAN. 5636 • • • il' '• • • • • • • • i i • 0 • i i i • • • � � ' AxOHOR CLIPS tt6Pmdrtt'# dro•ing no. ON SHEET 1 SEE ELEYS. ON SHEET 1 r„ t / 6 p ~ OivuA • • • • • • • • • • • SEE SlIEH'T 5 FOR SEE SHEET 55 FOR MAR I L 1' ,���� W01 — 46 CUP FASONERS CUP FASTENERS sfieet .Of 6 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 7m a e ° o � a ° V 9 ANCHOR GIPS AT 12• FROM ENDS AND 24 O.C. MAX. SEE SHEET S FOR CLIP FASTENERS • •• • • • • ••• • • • • • • • 1/4 MAX. p SHR4 /GAP h V • a¢ ti Z 0 � O p Y A • • • ••• • • • • • • • s• 'BAR a A 200? PRODUCT t3 ,` drawing no. W01 -46 •s• • - 7 • • ••• 1/4 MAX. p SHR4 /GAP h V • a¢ ti Z 0 � O p Y A � • s• •• 1 � • •• •• J - - - -- _____ - -- - -- - - - - -- • a' i • y x 7 a v 21 4 D.L OPG. D.L OPG. U VENT WIDTH VENT W10TH 9 y g WiNDCW WIDTH 41. O y ^ t c to EXTERIOR ANCHOR CLIPS AT AM 12' FROM ENDS 24 O.C. MAX. p F o 5 FOR � A 'BAR a A 200? PRODUCT t3 ,` drawing no. W01 -46 •s• • s • • ••• • • • s• •• • • • •• •• ••• • • • ••• • • $e X t° WOOD BUCK 2" TAPPINGsLYtEWS WOOD BUCK SEL TAPPING ( 2' M TAPPING SCREWS 2 PER CLIP c ESE 2 PER n CUP o a EDGE DIST. a ° q ° i .n f4 . a � •. a q I a n MIN. M. n, d �a ,�.► 1 P C ,B, Y�" 1 P CLILIPPW' TORS • B • ANCHORS ANCHOR CUP ANCHOR CLIP SEE SHEET 4 FOR SPACING 1 -1/2 X 8 -3/8' X .024' STEEL < Q SEE SHEET 4 FOR SPACING ANCHOR CLIP ANCHOR CUP a N B SEE SHEET 4 FOR SPACING 1 -1/2° X8-3/8 X .024 STEEL • SEE SHEET ° 4 FOR SPACING g8 X f' 2 WO • SEI,F-TAPPING ° - W000 BUCK #8 x 1 SpF:TAPPNO S W000 BUCK J 2. PER 4 a d. 2.PER� <� 3 z . ... .. ........ .... O M a � / TYPICAL ANCHORS 'A' TYPICAL ANCHORS 'A' 9 y T. y r'C g S 2 PER CLIP 2 PER CUP ANCHOR CUP WOOD BUCK WOOD SUCK [3 SEE SHEET 4 FOR SPACING / / ANCHOR CLIP d 1CAL ANCHORS 'A' f -1 2" X 8 -3 8' X .STEEL �p{C�L ANCHORS .A. g 0] a d ' y CUP SEE SHEET 4 FOR OR S SPACING 2 rER CUP a d.Q n ........ q �+ -3000 a ° ° ° 8.375 � `SELF TAPPING SCREWS 4 CUT LENGTH AS REQD. 2 PER CLIP g ANCHOR STEEL SE #S CREWS x 1' O O O O O O '� Sr. STm• SELF TAPPING S nn 2 PER CLIP Q 0 O O O O • • to: • • • /-SE PER LNG SCREWS O O O O O o • • • • • ..t• I ANCHOR CLIP • • • i 304 ST. STEEL •• ••• • PFpDDUCfr BE an naws a ' EDGE DST. FLA. R � Na • • • PAEbA1r c�c. • • i • • •!i y7g e • droving no. • • n • ♦ • TYPICAL ANCHORS '8' • • .a SEE sT�EE? 4 .PA c • f PER CUP CLIP INSTALLATION DETAILS MAR :i a 200! W01 -4 sheet 5 of 6 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ' 1277 --^j 4.125 1.530 112M # NUMBER QUANTITY DESCRD'TION MATVIU MANF. /HUPPLIER/RfiMAR88 TR a L 1 30835 AS FEW. FRAME HM/SILL W0017 ANDERSEN � I 1 _ a9i r 2 30838 !S READ. FRAME JAMB WOOD ANDERSEN 3 - 830 OPTIONAL D(TENSION JAMBS WOOD ANDERSEN Z L313 4 30 1 POST MULLION WOOD ANDERSEN 0 Q 8 300 f CASING MUUlON - - O .345 7 30073 a/ SASH S RAIL/STILE WOOD ANDERSEN -1 '� i 4 8 2/ WDW. TRW STOP JNdB WOOD ANDERSEN 2 C L746 .941 2.000 9 30546/48 1/ WDW. TRIM STOP HEAD WOOD ANDERSEN a VINYL CLADDING FRAME HEAD/SILL VENT STOP SILL 10 30813/45 1/ WDW. TRW STOP SILT. WOOD ANDERSEN eI it 30784 AS RM. GLAZING BEAD PVC PVC — j to 0) 77 4, 12 30870/12 1/ SASH ROTO OPERATOR STEEL AMERDCN CW. 4 a 'a 2.250 ,989 2.000 13 30442 1/ SASH SNUGGER ALUMINUM AT 1 -1 2' FROM ENDS & 12 O.C. lnoo .3as -�i 14 L}8 x 1/2• SNUGGER SCREWS / rg� 3 10 3000 - STATKiNARY SASH CUP .796 16 7381409 2/ SASH HINGE ABEMBLY AT TOP & BOTTOM OF SASH STEEL AM EROCI CORP. 1 O •a% 1.1 09 1 9 I 1 17 - AS R EQD. LOCK W/ KEEPERS ON SASH STEEL AMEROCX CORP. _ 18 70213 AS REOD. WEATHERMW SOLE .93 ,844 I .844 L— " �..96y 19 30021 AS READ. WAXRSAR WEATHERSTRIP - - p .941 I4- 20 30871 1/ SASH SASH REINFORCING BAR ALUMINUM FOR 84- 13118' & 71 -7/8' NOW. Hmm ONLY 0 w VINYL CLADDING FRAME JAMB VENT STOP HEAD 22 X 5/8• AS READ. � MR SCREWS - /Y ta4G Galx STEEL AT 71 D.C. MAX Q o 0t� 8006 L900 ,g46 23 30172 - FOAM WEATHERSTWi MG SIO 1091 ALL WOOD TO BE PONDEROSA PINE OR EQUAL O{yai tt77�ff Y •400 COPED CORNERS WIN VINYL CLADDING CORNERS 3 U MITER CUT 1141 LOIS j (1-1/2 L X 2 X 16 Gk} WELDED AU. MOUND :2 Lm a 9— L010 b91 3 O ID k- 1,122 COPED CORNERS WITH 1283 fl 3 STAPLES PER CORNER i i VINYL CLADDING VENT RAIL/STILE VENT STOP JAMB (1 - 112' X 2' X 16 GA.) A _ pv0 - 2.031 T_ 7 A ss / .t_. . vsei- 2.344 #12 X 2 -3/4" CENTER POST CASING WOOD SCREW 1 I R s87 4AM L623 I j } .044 • • • • �� ° z00° I I s 0 i *a i i i i • • FRAME CORNERS VENF CORNERS W U O • }t, ��, • • • i POST Q O • �� !"°"' • EATER C DR F PR®TrUL" "Vi51Cd9 A p-- L969 ---«( .468 .019' ' FE CA • • I • I i • •, • ,tea STATIONARY SASH CLIP • • • • • • • • • • .9 b 3 droning m. • • j i • • • • • ,�0 • �:SI WQ1 -46 JAMB (HEAD /JAMB/SILL) • • LNG BEAD SASH REINFORCING BAR s41A d 1� 1.0��1 sheet of $ • • • • • • • • • • i •• •! 0 • •• !• M (A M C}ADE M MIAAI'I DADS COUNTY, FLORIDA METRO -DADE FLAGL ER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -29M NOTICE OF ACCEPTANCE (NOA) - Andersen Corporation 100 Fourth. Avenue North Bayport, MN 55003 SCOPE: This NOA is Ding issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If"this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. D ESCRIPTION: Series Frenchwood Single Outswmg and Fixed Fiberglass Clad Wood French Patio Door APPROVAL DOCUMENT: Drawing No. DADE- FWO- Impact, titled "Frenchwood Outswmg FWO Patio Door Unit — Impact Single", sheets 1 thrqugh 5 of 5, dated 8/18/03 with revision E dated 8/18/03, prepared by the manufacturer, bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: 'Mum Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, tWMall 0000 0000.0 be done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturj AT li distrrbAdrs; 00000 and shall be available for inspection at the job site at the request of the Building Official. 00#:60 0000 ; This NOA revises NOA # 03. 0415.16 and consists of this page 1 as well as approval documerawentioned above. • • • The submitted documentation was reviewed by Manuel Perez, P.E. 6 • • 6 9000 6 • • 6 • 606006 6006 00000 ]MA 03- 11 ...00. Expiration �)a�a vay 19, "A 6 • Approval Date: S"eptemter 11 o • 6 6 6 6 6 6 • • • • 00 • 6666 00 0 Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBM.Ir —M (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. DARE -FWO- Impact, titled "Frenchwood Outswing (FWO) Patio Door Unit Impact Single ", sheets 1 through 5 of 5, dated 8/18/03 with revision E dated 8/18/03. B. TESTS 1, Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with installation diagram of outswing French door, prepared by Architectural Testing Inc., Test Report No: ATI- 0244378.01, dated 5/1/03, along with revised marked -up drawings, signed and sealed by Steven Urich, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with installation diagram of outswing French door, prepared by Architectural Testing Inc., Test Report No. ATI- 0244379.01, dated 3/18/03, along with revised marked -up drawings, signed and sealed by Steven Urich, P.E. Submitted under NOA#W- 1011.01 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with installation diagram of outswing French door, prepared by Architectural Testing Inc., Test Report No. ATI- 02-32062.01, dated 05/05/00, along with revised marked -up drawings, signed and sealed by Allen N. Reeves, • • • • P.E. • .. •••• • 00 0 ..... •••••• ••• e P tlIICi � 1 Y • r ro • 09:00 • • • • �bA � b9 .... •. Expiration iU&t May 19,200% ' • Approval Date: September 11,x'3 • • • • • • E =1 a ••.• :••••• • • •• • • • 00 0 Andersen Corporation NOTICE OF AC EPTANCE: EVIDENCE SUBNIIT'I'E31 (For File ONLY. Not part of NOA) Submitted under NOA#99- 1019. 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with installation diagram of outswin.g French door, prepared by Architectural Testing Inc., Test Report No. ATI- 02- 31392.01, dated 08/05/99, and test report addendum letter dated November 17, 2000 and March 23, 2000, along with revised marked -up drawings, signed and sealed by Allen N. Reeves. B. CALCULATIONS L Anchor calculations and comparative analysis, dazed 4/09/03. Subm&ed under N0A#Ut1. 1011.01 2. Anchor verification calculations for outswing wood door under Project #99 -0916, dated 09/27/99, and revised on Sept. 13, 2000, prepared, signed and sealed by Richard Boyette, P.E. C. MATERIAL CERTIFICATIONS Submitted under NIOA# 98-1608.21 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNemours for "Dupont Butacite 0 PVB" approved on 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205A2 issued to Solutia Inc. for their "Saflex /Keepsafe Maximum" dated 05/17/01, expiring on 05/21106. 3. Test report No. #J98002651 -003 ,dated 03/04/1998 for "Smoke Density" per ASTM E84 -94, for "pultrusion ". Test Report #J98002653 -003 dated 04/27/1998 for "Self- Ignition" per ASTM D1929 and Test Report #J98002658 -003 dated 03/05/98 for. "Surface Flammability" per ASTM E162 -94, issued by Intertek Testing Services, Wisconsin 4. Certification letter dated 04/27/2000 identifying "pultrusion" as "fiberglass" material, issued by Intertek Testing Services, Wisconsin, signed by Rocco J. Moro 0000 . . 0000 000060 .. • 00 0 0000 • 0 . • 0 0000 . 00 . 000000 00 00 • : Soo* : 00 : 0000 0 del erea, Product t$►�LV 00:60 0 0 0 • 1401r1Qo03.0b 0.0••0 • Uplrad'On **: 4 say 19, 201$ • 000010 Approval Date: September lt4w 0 0000 • • E.2 : .•. 0000.. .. 0 .. . 0 • Andersen Cornaralson NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) D. STATEMENTS 1. Laboratory compliance letter for Test Report no. ATBIN 03006, issued by Architectural Testing Inc., dated 5/2103, signed and sealed by Steven Urich, P.E. F. OTHER 1. Notice of Acceptance No. 03- 0415.16, issued to Andersen Corporation Corp., Series "Single Outswing and Fixed Clad Wood French Door, a0proved on 5/15103 and expiring on 5/19108. . . .... ...... .... . . ...... 10 hfwl Perms, • • uc't�p1a1a�o1 00000 NUA N o 03 .0625 ' 01 000 0 0 • E VA•31ay 19, 2008 . Approval Date: Septenfber 11,2.0V . 9 0 0 0 0. : .... 9 E -3 . ...... .. . . .. . 0 0 00 i 36.125 MAX. UNIT MT14 36.125" MAX. UNIT WIDTH -- 36.125 MAX. UNIT WIDTH r A ' MAX. D - 1 ' MAX } Ma. r A MAX. \ _ MAX. `\ _ 8 MAX D.C. MAX. RECNER � 33.000• / RECNER HOOKBOLT j O.C. MAX I / �KROLT j \ \ . ` B FWO -31805 +62/-77 82.313, .y.._.. \; . __.._..2 +B -77 PSF 95.438' $ �.�..k.. B MAX. UNIT' HEI T 1 278115 +62 -77 PSF • —• �••�••� GH ` ' 1 \ j FWO -21805 UN I \ \ FWD- 31611S + -77 PSF \ j 95.438" j M- 29611S +62 -77 PSF I \ 1.498 - 4.537' M- 31611A +6S -80 PSF MAX. UNIT M- 276115 + - 7 1.496 4.537' / FM-2961 IA ±65/ -80 PSF HEIGHT { FW0- 218115 +62 -77 PSF ( / FW031611 / FWO- 27611A +65/ -80 PSF FW03180 FWO -31689 +82 -77 FWO3180 / ACTIVE / FWO -3168A +65/-80 PSF STATIONARY M -29685 +62 -77 PSF TT ACTIVE / FWO -29664 +65 FWO -27885 +82 - PSF FWO -276aA +651-80 PSF FWO -2168S +62 j UNIT DP RATINGS } UNIT DP RATINGS I / REVVER HOOKBOLT 6 35.68' / j / / / I HO T 2.877 / j 1 (32.877) / 17.000" O.C. (32.877) i MAX TED 14 Q.Q. 90TH SIDES AX. TYP BOTH SIDES / I B8MAX. MAX. H RECIVEIR KBD).T / j 7.000' j 6000• HOOXBOLT (6.373 I � I � (6.373) If VIEWED FROM VIEWED FROM VIEWED FROM FWb-3160A +65/ -75 PSF NOTES: C C �E NOR C �' EXTERIOR C C EXTERIOR FYW1 -2980A +&5 —75 P5F FWO -2780q +6S —75 1. I NSTA LLA TI O N H S 54 METHODS; SILL R0.tUVCS TH£ 1 S SET IN SILICONE BACKBEDGNG. UNIT DP HEAD: THE HEAD IS SECURED IN T14E ROUGH OPENING USING TWO 1 /4' TAPCON SCREWS AT TO FROM EACH END INTO MASONRY OR 010 SMS AT 10" FROM EACH END. THE LOGS KEEPER SCREWS ARE LOCATED ONE PER TOP AND BOTTOM KEEPER, AND TWO PER MIDSPAN KEEPER. .IAMBS: THE JAMBS ARE SECURED USING 1/4 TPFCON SCREW" INTO MASONRY OR #10 SMS MO WOOD. FASTENERS ARE SPACED AT 7" FROM ENDS AND 17 MAX. Q.C. FOR THE 011A AND 680, DOORS AND SPACED AT 6 FROM ENDS AND 14' MAX. O.C. FOR 80A AND ALL S DOORS. PRODUCT REV MD MASONRY: TAPCON ARE IS THE SAME AS WOOD SCREY75 SPACING. -- WIP lYftV tlldW 2. GLAZING SPECIFICATIONS: A m j HEAT STRENGTHENED: THE UNITS ARE GLAZED WITH .410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) GRAY OR CLEAR LAMINATED GLASS. COMPOSED OF ONE 5/32' THICK _EpLE� 7 j� @ H R E E AT— STRENGTHENED GLASS SHEET I�WITH AL A . 090 PY INNE LAYE MANUFACTURED BY DUPONT OR SOLUTIA. AND ONE 5/32 THICK HEAT— S112FNG7'HENEp GLASS SHEET. • • • �DP D �JE � 2'•TIiICk ANNEALED OUTER SHEET. TED GLASS COMPOSED ONE 7/32 THICK ANNEALED INNER SHAT WITTI A .090 MIS INNER LAYER MANUFACTURED GLWNG METHOD: • • • • • • • • • 91 CIA IS SET NQY I* INWRIO• A0:NST:I• •IUCON• BEDDING AND THEN THE GLASS IS BACKMAZED WITH SIUC . WOOD IWSARFjLISE• ONfHE WIEI.OR, SECURED WITH 1. 600' StAPISS SPACED 8.000 ON CENTER. UNLESS WITHIN 14.000 OF CORNER. THEN 4.00W O.C. FRENCHWOOD OUTSWING (FWO) RIbe♦_► 3. FCONS}kd &W. • • • • • • • PATIO DOOR UNIT — IMPACT CORNERS ARE COPED, BUTTES, GLUED AND THEN FASTENED USING FOUR $10 X 2.500" LONG SCREWS PER HEAD JAMB SINGLE CORNER AND FOUR 110 X 2.500' LONG SCREWS PER SILL JAMB CORNER. Corporat 4. PANEL CONSTRUCTION: Andersen ion E 1 0 64 YPAI'I• Mtrutaeoto 55003 ��}1ttE PANELS Cr ND rORTISE AND TgION, bOW'i. SCREWED AND GLUED CORNER CONSTRUCTION. • �SIFV FRAME AttUdEN'f•CLLP� ARE LOt]4EL7♦t0.t•0':OM CORNERS & 17.000 O.C. MAY. (STATIONARY UNITS ONLY). D 4 03 WElhHE*TR*(NG; • • • • • • • • • ONE R� O�SAMOPR•!E •T T: P�IMEZ : T . P+ A qtr. 6! aSS e A 0.563 GIAZIN &• 0A UIUMDR01 ALL L UNI•S. REIASION b /18 03 1 g DARE —FWO— IMPACT ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 10 -14 LIP, SIATI PANEL ATTACHMENT FRAME TO PANEL UFd. 20 -24 SCREW. —18 IT 1. A ACHMEN OF CLIP T FRAME ATIONARY ONL BEAD SILICONE ATTACHMENT OF SILL TO ROUGH OPENING DEAD SIUCONE ATTACHMENT OF HEAD TO SIDE JAMDS am SILICONE ATTACHMENT OF SILL TO SIDE JAMBS 4 mo ATTACHMENT OF SILL LOCK TO SILL & SIDE JAMBS 4 WS, a X .825 ATTACHMENT OF CORNER LOCKS TO HEAD & SIDE JAMBS 12 -18 x .82 ATTACHMENT HINGE SUPPORT PLATE TO FRAME 2 SCREWS. 10 X I.D= ATTACHMENT OF HOOKSOLT RECErVER TO FRAME 12 -16 SCREWS. 10 X .500 ATTACHMENT OF HINGES TO FRAME 2 SCREWS, 70 X 1.000 ATTACHMENT OF HATCH RELIEVER FRAME 8 SCREWS t0 X 2. ATTACHMENT OF HEAD JAMB TO SIDE JAMB 8 ATTACHMENT OF SILL TO SIDE JAMB QTY. OESCWPTION LOCATION FRAME FASTENERS LIST vmw C-C MASONRY H- f 009 • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • M -3180 2 7 FWO -2980 2 7 FWO -2780 2 7 FWO -31811 2 5 FWO -29611 2 5 FWO -27611 2 s FM -3168 2 5 Two -2968 2 S FW6 768 2 5 UNIT T ° THE LH DES. HEAD JAMB & RH JAMB $TATK)NAtiY UNITS ALL PARTS MANUFACTURED TO ANDERSEN SPECIFICATION AS NOTED BY ABOVE PART NUMBERS rim FWO -3180 2 7 11 FWO -2980 2 7 11 FWO -2780 2 7 11 FWD -31611 2 5 9 FWO -29811 2 S 8 27811 2 5 8 M -3168 2 S 9 FWO -2888 2 5 9 MO -2768 2 5 8 UNIT OF THROUGH THROUGH OEa I HEAD JAMS MINCE JAMB LOCK JAMB ACi1VE UNITS E 818 G 4 03 C9 28 B 4 00 A 8 8 REIN ON 20 -24 -1 x 1 ATTACHMENT CUP O PAN A ONL BEAD SILICONE ATTACHMENT OF TOP RAIL i0 SRlES BEAD SILICONE ATTACHMENT OF BOTTOM RAIL TO STILES 8 -10 NHL, 1.500' ATTACHMENT OF INSO@ GLASS STOPS TO PANEL 4 NAIL, 1.500 ATTACHMENT OF INSIDE HEAD & GLASS STOPS LO PANEL 13 -14 SCREWS. X 2. ATTACHMENT OF LOCK MECHANISM TO PANEL 6-8 . 91,10 X 1. ATTACHMENT OF HINGES TO PANEL 4 5CREW5 #TO X 5. ATTACHMENT OF RAILS TO STILES 2 DOWEL. FLUTED 6.500 ATTACHMENT OF BOTTOM RAIL TO STILES 2 DOWEL, FUUTE6 5A00 ATTACHMENT OF TOP RAIL TO STIES QTY. DESCRIPTION LOCATION PANEL FASTENERS LIST ' I I WIDTH 1 HEIGHT I or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAII A- SCALE: NONE • • • 2 • • • • • • • •• 15 • • •• • • • • •• TYPICAL DETAIL (HEAD. JAMB & SILL) FASTENING DIRECT TO MASONRY USING TAFCONS • M -3180 2 7 FWO -2980 2 7 FWO -2780 2 7 FWO -31811 2 5 FWO -29611 2 5 FWO -27611 2 s FM -3168 2 5 Two -2968 2 S FW6 768 2 5 UNIT T ° THE LH DES. HEAD JAMB & RH JAMB $TATK)NAtiY UNITS ALL PARTS MANUFACTURED TO ANDERSEN SPECIFICATION AS NOTED BY ABOVE PART NUMBERS rim FWO -3180 2 7 11 FWO -2980 2 7 11 FWO -2780 2 7 11 FWD -31611 2 5 9 FWO -29811 2 S 8 27811 2 5 8 M -3168 2 S 9 FWO -2888 2 5 9 MO -2768 2 5 8 UNIT OF THROUGH THROUGH OEa I HEAD JAMS MINCE JAMB LOCK JAMB ACi1VE UNITS E 818 G 4 03 C9 28 B 4 00 A 8 8 REIN ON 20 -24 -1 x 1 ATTACHMENT CUP O PAN A ONL BEAD SILICONE ATTACHMENT OF TOP RAIL i0 SRlES BEAD SILICONE ATTACHMENT OF BOTTOM RAIL TO STILES 8 -10 NHL, 1.500' ATTACHMENT OF INSO@ GLASS STOPS TO PANEL 4 NAIL, 1.500 ATTACHMENT OF INSIDE HEAD & GLASS STOPS LO PANEL 13 -14 SCREWS. X 2. ATTACHMENT OF LOCK MECHANISM TO PANEL 6-8 . 91,10 X 1. ATTACHMENT OF HINGES TO PANEL 4 5CREW5 #TO X 5. ATTACHMENT OF RAILS TO STILES 2 DOWEL. FLUTED 6.500 ATTACHMENT OF BOTTOM RAIL TO STILES 2 DOWEL, FUUTE6 5A00 ATTACHMENT OF TOP RAIL TO STIES QTY. DESCRIPTION LOCATION PANEL FASTENERS LIST ' I I WIDTH 1 HEIGHT I or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAII A- SCALE: NONE ALL PARTS MANUFACTURED TO ANDERSEN SPECIFICATION AS NOTED BY ABOVE PART NUMBERS rim FWO -3180 2 7 11 FWO -2980 2 7 11 FWO -2780 2 7 11 FWD -31611 2 5 9 FWO -29811 2 S 8 27811 2 5 8 M -3168 2 S 9 FWO -2888 2 5 9 MO -2768 2 5 8 UNIT OF THROUGH THROUGH OEa I HEAD JAMS MINCE JAMB LOCK JAMB ACi1VE UNITS E 818 G 4 03 C9 28 B 4 00 A 8 8 REIN ON 20 -24 -1 x 1 ATTACHMENT CUP O PAN A ONL BEAD SILICONE ATTACHMENT OF TOP RAIL i0 SRlES BEAD SILICONE ATTACHMENT OF BOTTOM RAIL TO STILES 8 -10 NHL, 1.500' ATTACHMENT OF INSO@ GLASS STOPS TO PANEL 4 NAIL, 1.500 ATTACHMENT OF INSIDE HEAD & GLASS STOPS LO PANEL 13 -14 SCREWS. X 2. ATTACHMENT OF LOCK MECHANISM TO PANEL 6-8 . 91,10 X 1. ATTACHMENT OF HINGES TO PANEL 4 5CREW5 #TO X 5. ATTACHMENT OF RAILS TO STILES 2 DOWEL. FLUTED 6.500 ATTACHMENT OF BOTTOM RAIL TO STILES 2 DOWEL, FUUTE6 5A00 ATTACHMENT OF TOP RAIL TO STIES QTY. DESCRIPTION LOCATION PANEL FASTENERS LIST ' I I WIDTH 1 HEIGHT I or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAII A- SCALE: NONE E 818 G 4 03 C9 28 B 4 00 A 8 8 REIN ON 20 -24 -1 x 1 ATTACHMENT CUP O PAN A ONL BEAD SILICONE ATTACHMENT OF TOP RAIL i0 SRlES BEAD SILICONE ATTACHMENT OF BOTTOM RAIL TO STILES 8 -10 NHL, 1.500' ATTACHMENT OF INSO@ GLASS STOPS TO PANEL 4 NAIL, 1.500 ATTACHMENT OF INSIDE HEAD & GLASS STOPS LO PANEL 13 -14 SCREWS. X 2. ATTACHMENT OF LOCK MECHANISM TO PANEL 6-8 . 91,10 X 1. ATTACHMENT OF HINGES TO PANEL 4 5CREW5 #TO X 5. ATTACHMENT OF RAILS TO STILES 2 DOWEL. FLUTED 6.500 ATTACHMENT OF BOTTOM RAIL TO STILES 2 DOWEL, FUUTE6 5A00 ATTACHMENT OF TOP RAIL TO STIES QTY. DESCRIPTION LOCATION PANEL FASTENERS LIST ' I I WIDTH 1 HEIGHT I or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAII A- SCALE: NONE I I WIDTH 1 HEIGHT I or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAII A- SCALE: NONE 2` X 6" SPF 2" X 8' SK 27 #2 WOOD BUCK 27 #2 WOOD SUCK 9 9 MIN. EMSERMENT I EMBEDM 45 7.430 (7 DAMETER5) 45 n ti It 1/4' MAX. SHIN SPACE I1 SHIM SPACE 41O ANDERS ASTM NOMEN N OM INAL INAL) 2 2 .090" PYB 13 19 S/32" HEAT 75 25 t5 2g 5 /STR12'1E11 STRENGTHENED 14 14 70 23 23 7 .410 ASTM NOMINAL 21 26 28 (w'92 ANOER9EN NOMINAL) 20 .090 PVB, 28 ` \ 28 23 23 7/32" ANNEALED GLASS SFTE 80.562" MAX. 7/32" ANNEALED GLASS DM. 7 21 21 26 / 28 (67.437 FOR 60.562' MAX. 7 611 HEIGHT) GLASS DIM- 70 79.500' MAX. EXTERIOR INTERIOR SECTION A -A EXTERIOR EXTERIOR TION D - 7 23 UNIT DAYUGM ACTIVE UNITE STATIONARY UNITS 27 MAX. C OPENING 20 r -T N. HEIGHT 10 95.438' 79.500` MAX. tdAX 10 (66.375 FOR 7 MAX. UNIT DAYLIGHT 7 470 ASTM NOM7NAl (.392 ANDERSEN NOTRUCT ION. OPENING . NED D CLASS CONS HEAT - STRENGTHE LAMPIATETRUCT (82.313 FOR 611 HEIGHT) 21 HEIGHT OPENING CLASS WE i 611 HEIGHT) r 23 23 26 f 28 94.089" PR(dDItCPREV/,4$p HEI�Fi 28 • 28 94.069" 26 23 7761Om ingWNhim MAIL PANEL (80.944 FOR 23 HEIGHT ✓D� 611 HEIGFIT) 23 .410 SNOT NOMINAL {.392 ANDERSEN NOMINAL} HEAT- STNpVOTIiENEO LAMINATED GLASS CONSTRUCTION. �! 13 13 FWD -318D 80.562 79.500 95.4 FWD- 2960 804162 79.5W 95.437 FWO -2780 80362 79500 95.437 FWO -2180 60.562 79.500 95.437 FWO- 1611 67.437 65.375 82.313 FWO-29611 67.437 88.375 82513 36 FWD -27611 87.437 66.37 82.313 FWO -21611 67.437 66.375 82.373 FWO -3168 64.562 63.500 79.437 16 18 M- 64.562 63500 79.437 FW0- 645 00 .4 62 6353 FWO-21B8 84 00 .582 63.5 79.437 • • • • • • • • • UNIT GLASS OAYLiGIiT LMVIT • • • • • • • DES. DIMENSION OF'E1dING DIFENSION • • • • t5 • • iw!50 1.250 f 15 WM1F • •• • • L-t�J 37 •• ••• •• NtE • • FRENCHWOOD OUTSWINO (FWD) Q °O O °° PATIO DOOR UNIT - IMPACT SINGLE 5 • 5 Andersen Corporation • 1`8' • • S • �" • i " • E 18 0 B- YP-lt. tMnee' 86Q73 • I /8" MIN. SILICONE BEAD D 4 03 Em • "• "' • • • • • • • • FULL LENGTH OF SILL C 9 8 + x+o 4MIx • • • • • • • • • 2" X 6' SPF 8 4 20 00 ownnm +cmmuurn. +w4 • • • • • • • #2 WOOD BUCK #2 WOOD SUCK A 6/5 .w.®,anwe DRAIM KL4�R� wm�u R 8/18/03 DADS -FWO- IMPACT e r. 3 of 5 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 5.577 O li O 3a%3 �$ODOCf REYlSEp mwNL�Fi�tda w •• • • • • ••• ! 5.320 s• ••• •• • • • •• �¢ FRENCHWOOD OUTSWMG (FWO) PATIO DOOR UNIT — IMPACT SINGLE • • • • • • Andersen corporation • • • • • • • • • • NGmasota 55003 E8 to 03 w • • • • • • • • • • • • • • • • • • • • • • • • • 0 4 • • • • • • ` s • • 3 as ar c a m arc a�na cam a. • • • • • • • LOCK LOC ONS B 4 20 00 cwYamrt a�mrm mwoaamt +ma ru mnna wwavea A 8 099 -./, �RPoMYM. Nlt�R BEYIatON -./, /. PACT sir. 4 5 1 DADE —FWO— IM ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • • •• ••• • • • 040 • • 2" X 6" SPF 12 WOOD BUCK 1/4" MAX. FWO -3180 26.000 24.875 36.125 SHIM SPACE MtN. EMBEDMENT FWG-- 2980 22.000 20.875 32.1 5 1.430 (7 =METERS) WO -2780 20.000 18.875 30.125 4 4 FWO -2180 14.375 13.250 24.100 FWO -31611 28.000 24.875 36.125 FM -29611 22000 20.875 32.125 FWO -27611 20.000 18.875 30.125 FWG -21611 14.375 73.250 24.500 FWD-3168 26.000 24.875 36.125 FM -2968 22.000 20.875 32.125 570 -2768 20.000 18$75 30.125 as FM-2168 1 14.376 1 13.250 1 24.500 27 24 SEC. TION E-E TIEES. DIMENSION OPENI1 G aM n LIl ---- 39 STATIONARY UNITS 29 39 ------- WIOri 38 2i 21 10 INTERIOR 2" X 8" SPF j2 WOOD BUCK 8 7 EXTERIOR 7 23 15 8 75 17 23 28 23 � 28 IB i 24.875" MAX. OAXIGHT OPENING 3 26.000" MAX GLASS DIMENSION 3 34.500" MAX. PANEL WIDTH 38.125 MAX. UNIT WIDTH 2" X 6" SPF j2 WOOD BUCK 1/4' MAX. SHIM SPACE MM. EMBEDMENT 1.430" Q DIAMETERS) ry 4 24 27 24 SECTION B-B r ACi1YE t1NLT6 29 29 21 0 21 1 i PRODUCTRE VIM INTERIOR 1 i 27 ascaold PoeWerNh 71811 DeEa • • • 1 #; UCK 6' SPF • • • • • .! ;q2 00000 B R$ • e • • • i 7 f • • • • • • • EXTERIOR 7 15 j • • • • t • 26 23 + + • • • • i 143 • 23 p3 26 18 42 6 FRENCHWOOD OUTSWING (FYJO) 17 4o PATIO DOOR UNIT - IMPACT 3 6 3 SINGLE • • • i • • • • • • Andeerrssen rporat Coion • • • • • '� • } • • • • t • • 24.875' MAX DAYLIGHT OPENING E 8 1 03 • • i • • • • • • • • • D 4 703� 25.000` MAX GLASS DIMENSION C e wuwu4s � ATM TMa �^��^• Ewes � ronenecrm. • • • • • • • • • $ 4 000 aw�rt Nom+ �+ 1 • • • 34.500' MAX. PANEL WIDTH A 8 8 �vvams7wc 09AN82G muaatt� �� ®. 38.725" MM. UNIT WIDTH REyIgi0,y 8/78/03 DADE FYdO -- IMPACT sm. 5 or 5 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • MIAMP • MIAMI -DADE COUNTY, FLORIDA MEMO -DADE FI AGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/buildinggode Andersen Corporation 100 Fourth Avenue North Bayport, MN 55003 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and ft. UU may immediately revoke, modify, or suspend the use of such product or material within their jurisdidRim.BORA...... reserves the right to revoke this acceptance, if it. is determined by Miami -Dade +Clo'urtly Prodw.Control Division that this product or material fails to meet the requirements of the applicable building coda. • • • • • This product is approved as described herein, and has been designed to comply with�ji; lorida • • • • Code including the High Velocity Hurricane Zone. :00066 DESCRIPTION: Series "Vinyl Clad Direct Set .t " Wood Fixed Window — L.M' • • • • � • • • • � • • • APPROVAL DOCUMENT: Drawing No. W05 -36, titled "Vinyl Clad Direct SejtVp Wood �dw. • • (L.M.I.) ", sheets 1 through 14 of 14, dated 07/2212005, with revision A dated 10Q /2007;prepareAby Al- ... • ; Farooq Corporation, dated 11/05/2007, signed and sealed by Humayoun Farooq, PEE., bearing the Mia'lmi Dade County Product Control Renewal stamp with the Notice of Acceptance number dnc expfi Vw� date by the Miami -Dade County Product Control Division. • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically t ermina te this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06- 0531.01 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. 1 9 Pag NOA No 07- 0820.10 Expiration Date. November 05, 2012 /(•� Approval Date: December 06, 2007 1 al c- Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W05 -36, titled "Vinyl Clad Direct Set Fixed Wood Wdw. (L.M.I.) ", sheets 1 through 14 of 14, dated 07/22/2005, with revision A dated 0 /08 /2007,prepared by Al- Farooq Corporation, dated 11/05/2007, signed and sealed by Humayoun Farooq, P.E. B. TESTS I. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of vinyl clad dirCM96%wood fixed window, prepared by Architectural Testing Inc„ Test R(ko:Pt ATI OZ- 32062.01, dated 05/05 /2000, signed and sealed by Allen N. R "ygg.P.E. •..' 0000 (Submitted under NOA's #06- 0531.01) 000:0. 0000.. 0000 0000.. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 "" • •; • •. 2) Uniform Static Air Pressure Test, Loading V'V'r WC TAf.; e 94 3) Water Resistance Test, per FBC, TAS 202-94... 0 .' 4) Large Missile Impact Test per FBC, TAS 241 -04: 0000 4000:6 5) Cyclic Wind Pressure Loading per FBC, US 203 -94 � 0000 � :0000 along with marked -up drawings and installation diagram of vinyl clad dir j; sot wood fixed window, prepared by Architectural Testing Inc„ Test Report No. ATI -02- 30992.01, dated 05/05/2000, signed and sealed by Allen N. Reeves, P.E. (Submitted under NOA's #06- 0531.01) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of vinyl clad fixed elliptical top wood window, prepared by Architectural Testing Inc„ Test Report No. ATI -02- 31053.01, dated 02/08/1999, signed and sealed by Allen N. Reeves, P.E. (Submitted under NOA's #06- 0531.01) Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 07- 0820.10 Expiration Date: November 95, 2012 Approval Date: December 06, 2007 E -1 Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Continuous) 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of vinyl clad fixed circle top wood window, prepared by Architectural Testing Inc„ Test Report No. ATI -02- 31052.01, dated 02/08/1999, signed and seated by Allen N. Reeves, P.E. (Submitted under NOA's #06.0531.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prf paled by Al- Farooq Corporation, dated March 13, 2006, signed and seajed by HunraypAf .... • • Farooq, P.E. • • Complies with ASTM E1300 -98/02 ' ' ...... .. . ...... • D. QUALITY ASSURANCE "" • 1. Miami Dade Building ode Compliance Office BCCO • • 6 • • g P ( ). ...... ... ..... E. MATERIAL CERTIFICATIONS : 00 : * : • 1. Notice of Acceptance No. 06- 1205.10 issued to E.I. DuPont DeNemours c4c•Q�,•Inc. ••.: for their "DuPont Sentry Glass C) Plus" dated 02/15/07, expiN goy 01/14108. :0900: 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saffew1w a polyvinyl butryal interlayer for lamination of glass" dated 05/22/03, expiring on 04/14/08. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated July 5, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted underNOA's #06-0531.01) G. OTHER 1. Notice of Acceptance No. 06- 0531.01, issued to Andersen Corporation for their Series "Vinyl Clad Direct Set" Woad Fixed Window — L.M.I., approved on 07/27/2006 and expiring on 11/05/2007. Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 07 -0820.10 Expiration Date: November 05, 2012 E -2 Approval Date: December 06, 2007 . Al ��v• DESIGN LOAD CAPACITY - PSF i a WINDOW UNIT WIDTH UNIT HT. LAMINATED GLASS D ESORPTION wcHES uxl+ES Exr. (+) INT.( -) crcI 24-1/8 14-3/8 s7A 82.0 CTCW7 28 --3/9 16-1/2 67.0 62.0 CTCX7 31 -1/2 18 67.0 82.0 CTONI 35- 15/16 20-1/4 67.0 82.0 f ry� Bl ^�• t' `� ^• �" a CTCZ 48 26 -5 /18 07.0 82.0 C= 56 -1/2 30 -8/16 87.0 82.0 V n a O CTCX2 62 -3/4 33-5/8 67.0 62.0 — — — "I CTC3 71 -7 /e 39 -1 /4 67.0 no 6 MAX. z8 AT COM4ERS HEAD /SLLL O 71 7 /6 MAX. WINDOW WIDTH SAL ELEVATION f " TERM ONrr s 2 35 15/16" MAX v 0 F l o g , Al 9 0 1 DESIGN LOAD CAPACITY - PSF WINDOW UNIT WIDTH UNIT Hi LAMINATED GLASS DESCRIPTION INCHE8 INCHES EXT.( +) am 24-1/8 24-1/8 67.0 82.0 ii %i `� 5C CIR24 28^3/8 28-3J8 87.0 82.0 �f CIR30 35 -15/16 35 -15 /t8 87A 82.0 WINDOW NOTE: \� 'i �/ DESCRIPTION GLASS CAPACITIES ON THIS SHEET s. — CTC7 ON ARE A. ASTM BAS 1300 -98 (60 SEC. WIND) °® CT t B: ASTM E1300 -02 (3 SEC. GUSTS) CTCXt TYPICAL ELEVATION CTCXWI 78sm UNIT CTC2 VINJ!L CLAD SPECIALTY DIRECT SET WOOD WINDOWS CTCW2 �g DESIGN LOAD RATING TO BE AS PER CHARTS SHOWN. CTCX2 ° 5d APPROVAL APPLIES TO SINGLE FDfED WINDOWS, CTC3 ALSO COMBINATIONS OF FDCED /FD(ED OR FIXED WITH OTHER WINDOW TYPES USING MIAMI —DARE COUNTY APPROVED CIR20 MULLIONS IN BETWEEN. CIR24 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL m WILL APPLY TO ENTIR S Y S TEM. CIR30 ° •• ••• • • • • • •• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • • • c REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE • • • • • • • :00 • D P PRODUCT ALSO COMPLIES WITH REQUIREMENTS OF THE IS; /RC. • • • • • WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR EI1tuCTUR55 F p LOADS TO THE STRUCTURE LARGE MISSILE IMPACT AND REQUIRE NO SHUTTTJiS. tta PE t6DS7 6 C'A'N. "°"° PRODUCTRENBWED ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS avn wHh EM MMENT TO SASE MATERWL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • • • • Buitdt YCodc Flmlda ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS • • • • • • • • • • • Ap�10ONO D ARE NOT PART OF THIS APPROVAL • • • • • • • • • • • fl] Dafo drawing no. W05 -36 A LOAD DURATION INCREASE IN ALLOWABLE STRE55 15 USED IN DESIGN OF ••• ••• ••• �• ••• ••• - ANCHORS INTO WOOD ONLY Ixvlsipn ProlLwt Contr01 Sheet 1 of 14 • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • _ Al DESIGN LOAD CAPACITY - PSF WINDOW UNIT WIDTH UNIT HT. LAMMTED GLASS C1 Z DESCWPIIGN INCHES INCHES EXT.( +) CfQC1 24- /8 2 4-1 /8 szo az.o - �: a crocWt 28-3 /8 2s-a /e 67.0 ezA CT0Cx 31 -1/2 31 -1/2 87.0 82.0 MW 35- -15/18 35-15/10 87.0 82.0 8' MAX. 25' MAIL d AT CORNERS HEJm /SILL 3S iS /18' Mp%. PICAL ELEVATION WINDOW WIDTH TESTED UNLT IL 38' MA1L Q WM�rr wIOTH Al z FACE APPLIED MUNTM ,- n oP1IONAL mo 8 2 DESIGN LOAD CAPACITY _ LAMINATED GLASS WINDOW UNIT WIM UNIT HT. DESCRIPTION INCNEs MCHES EXl'.(ty INT.( -) �� -_- OVL1824 19 -3/4 28 -3/9 87.0 82.0 M2030 24 3S -1S /18 87A 82.0 OVL3048 36 38-1/2 87.0 82.0 � u / TYPICAL ELEVATION TSSTBD UNIT SUCONE © WINDOW 1/4' ANN. GLASS DESCRIMON 4W MIERLAYER CTQC7 ° $ SALEX PVa BY 'SOLLF W' OR �d mmcrrE PVB BY 'OUPobrr CTQCWI 1/4' ANN. GLASS CTQCX7 CTQA3 OVL1824 0 1 s • • • • • s • • • • • OVL2030 0 \ • • • • • • • • • OVL3048 � ° c iii • • •• • • • • • • •• • • • • ••• • • • • • • RO • • • • 090 • • • GLASS tAAftES ON THIS SHEET . 11WAA p q ARE BASED ON stR S I $ A. ASTM E1300 -98 (80 SEC. WIND) Fl c A a PRODUCT r?ENMM s 1s Max • • • ••� ASTM 21300102 (3 SEC. GUSTS) es00uvy -* 8withft FhW& 0 • • • • • • • • • • • =� I> •(o SaX:ONE a • • • • • • • • • • • 1>aTa m drawing no. • • • • • • s • • PVQ 2007 13Y W05- drawing no. • • • • •• • GLAZING DETAIL rx P ` dw sheet °114 • •• •• • • • •• •• • ••• • • • ••• • • ANCHOR CUPS WOOD BUCKS NOT BY ANDERSEN, MUST SUSTAIN SEE SHEETS 1 & 2 FOR SPACING LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER AND SHEET 4 THEM TO THE BUILDING STRUCTURE. FOR CUP FASTENERS Z m a a G iy ° , d a' < a a °''< TYPICAL ANCHORS F ° g ANCHORS THRU INSTALLATION CU PS L �i INTO 281' WOOD BUCKS OR WOOD STRUCTURE Q a yG+'a 1 -1/2" MIN. PENETRATION INTO WOOD n ............... B: 1/4" DIA, TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE Q p < p 2 1 1 -1/2" MIN. PENETRATION INTO WOOD'T 8 g THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY A� 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3 I! ! S .TYPICAL EDGE DISTANCE el �! ! INTO CONCRETE AND MASONRY = 2 MIN. 8 4 g INTO WOOD STRUCTURE = 3/4" MIN. Z ANCHOR CUPS !j 1/4• MAX. SEE SHEETS 1 & 2 114' MAX. r I 1 AND SSHEEI 4 SHIM /GAP WINDOW Z $ a FOR CLIP FASTENERS r DESCRIP71ON t� I ' ' v• " CTC7 z Q CTCW7 • ° p�. to _ _ CTCX7 G t+•. p 'a• CTCXWI $ W • :. 4A CTCW2 ..d • CTCX2 fit ii p o , g !. ' • % CTC3 a D CTQCt _ _ — _ _ _ _ _ _ _ , _ ___ _ - -- crgcwt "D croexi :'." CTQA3 L 6 j I e :< i..:::i ' <:;::' CIR20 i g EXTERIOR CIR24 D.i_ OPG. CIR30 W P l 61 T OVL1824 '� °� . • • • • . . • • • d�11 WIDTH 1 'v • • • • • • • • • OVL2030 < • • • • • • .• • • • • OVL.3045 '• s • s r, STRUCTURES MIN.. .. �: ° .'. • . FL CA 3538 Y PRODUCTRENHWED $ �. • l E• OISA as cmWlying with t Flmids • • • ••• • • Building Code , • • s • • • • • • • • ANCHOR CUPS • t • • • • • • • • • a drawing no. ME SHEETS 1 & 2 • • • • • • • • • • • 0V 0 6 2007 By AN 4 • • • • • • • W05 -36 FOR CLIP FASTENERS D sheet 3 of 14 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • X 1- lay 2' MIN. p TAPPING SCREWS WOOD BUCK 2 LON• TAPPING �SCRElYS 1BY U 2 PER CUP . c ° .. °' 2 PER CUP WOOD aCK c . EDGE DIST. VANDOW /w n ...... ° o ° •b �, e • °' DESCRIPTION +Y e•. p.. p crct z t ' G . t4 • CTCWI � IL ............. CTCXI o � CTCXWI .TYPICAL ANCHORS ANCHORS 'B' CTC2 t PER CLIP , PER CLIP ANCHOR CUP ANCHOR CUP crcw2 ° r AT W FROM ENDS 1 -1/2' x e-3 /a° x .024' STEEL MAX CTCX2 AT 6' FROM Q v� ANCHOR CUP AT 6' FROM ENDS Y � ANtX E OR CLIP AND 28' O.C. 1 -1/2' x a -3/6' x .02a` STEEL AND 25' O.C. MAX. < O STEEL CTC3 AND 25' 0.C. MAX AT e" FROM ENDS CTQC1 2. PERK xF �. AND 6;f OM MAX. 213Y Ste; FnP�IwG SG�OVS d . • wOw BUCK soF FPPP�NG ge x � W o d < WOw BUCK CTQCWI J °m j �� d n' a ° d:a 2. PER�CL1Ri d p p a'< crQCXt 0 5 2 ° CTQA3 Z t•", t . V, 3 CIR20 O c.� c�1 3 ` CIR30 1 = OVL7824 � p � u � OVL2030 t � a TYPICAL ANCHORS 9 VYPICAL ANCHORS 'A' g 2 PER CLIP 2 PER CUP OVL3048 25Y W000 BUCK ANCHOR CUP WOOD BUCK O ANCHOR ' 1-1/2` X 6-3/8" X .024 SIIEEEL ANCHORS A' .. AT 8 FROM ENDS • a5 • ° ;�• ANCHORS 'A' AT 6 FROM ENDS • + �yp1C{�L 25'• 6.G:° ' P CUP 2 TER CUP p--- 3.000 AND ° L�'' 9.C.a AfA%. p OO q.. g Q oo . _ 3 ,.500 Q 00 0 X 1" .024 6.375 fRK TAPPING SCREWS CUr LENGTH AS REOD. S 2 PER CUP ANCHOR CUP 0 0 0 0 p M1N 304 sr. STEEL t / 000 0O0 qqgg X ,° ;8 X 1' 9,500 O j'� >A belt PING SCREWS SELF TAPPI PER CLIP G / p p p p p p p p p p p o 2 PER C TA tt P � L %0 ••• • • • • • •• • • • • • • • • • ANCHOR CUP 024 < • • • • • • • • • • • 304 ST. STEEL , R,-,- �° •• • • • •• Rit • � �s3e p � qa FARM • M ° SIRUC I .• .. • • P , EDGE el' 'E1lGE • BBS7 PRODU B $ �' • • • e .. 4 ? . ° • • • • • • • • �DlyhsB with Ore Rl dda ,y PRE�ABT 8 • • • • • • • • • • ceNo $ 8 S d ANCHOR C • • • • • • • • • • • UP I �i'8' • • • • 9 ENDS Nov o fi 2007 YV05 -36 AM AT 2V OO.C. Matt t • • • CLIP INSTALLATION DETAILS Dtvlaton sheet a of ••• • • • ••• • • I 1.312 --q I [T&ES # PARR NO. SE@D. DPSCRIPT[ON YATEIOAL MAtII'. /80PPL=/R3NARItB 4.128 1 27220 AS READ. hRAME — /-us (ARCH) NOD ANDERBFN m I IA 27230 AS REM. FRAME JAW/S81 WOOD ANDERSEN 1.256 .O 1.375 2 27231 AS RED. FIVW COVER (ARCH) VINYL - 2A AS RED. FRAME COVER (dwls LL) VML k .692 3 27215 AS READ. EXTERIOR GLASS STOP (ARCH) WOOD ANDERSEN .484 I j 94 3.585 7.340 �-_ 3A 2721.4 AS RED. EXTEROR MASS STOP (JAMB /SW WOOD ANDERSEN P q . L 4 27082 AS R. WTEIVWt IaASS SW (ARCH) WOW AN)ERM 7.277 .4. 7 4A 27227 AS REM. INiEPoOR GLASS stop (JAMB /9LL) WOD ANSI 7053 (L 5 2 AS RE= 9R e" STOP (ARCH) W= MWERSEN BSB 5A 27OV4 AS REOD. INTERIOR MP (JAMB /mw %= ANDERSEN .475 -F .781 2.181 6 - AS RED. GLAZING COMPOUND Sp.ICONE DOW CORNING V d 7 20068 AS RED. SEITM BLOf2t SPACER - - IL Q m 8 27135 - MVANM NAILS AT Y O.C. - 18 GA' X 1 -3/4' a7 pop 9 27286 - GAWANRm WS AT 7' GG - 18 GA X 1 -1/2' O VINYL CLADDING O FRAME HFJ�D/JADAB 10 _ As REG6 FDiET WD M=m DOW OR GE (} 11 .347 ,998 NON CURVED PROFILES COMPOSED OF YELLOW PINE, PONDEROSA PINE OR EQUAL. � m o m , CURVED PROFILES COMPOSED OF LAMINATED YELLOW POPLAR, MAPLE OR SELECT HARD WOODS .838 2942 Z 337 A m 1.257 .788 o I i WINDOW z R� v .518 3 ' all }— DESCRIPTION o a CTC1 z 1.375 oss CTCWi 4.125 CTcxt o COPED CORNERS G 8 � R NER ES crcxwt $ CTC2 g m O O VINYL CLADDING e JAMB /SLLI. FRAME JAMB /SILL CTCW2 CTCX2 ,06 en 2.D0 CTC3 T — CTQC1 750 .469 CTQCWt t.o3a 1= t.i46 .946 �J QC CT Xt .957 CTQA3 1-.839 •� -�°-°� CIR20 CIR24 O EXTERIOR GLASS STOP O INTERIOR CLASS STOP O INTERIOR STOP CIR30 (ARCH) OVL1824 ° • .✓137 • • • • • • • • • OVL2030 g < .9,e • • • • • • • • • • . • OVL3048 DR. OQ j 1.419 ttcnm N F eo ` .719 a3e FRAME CORNERS T QDUCCRL�weD .730 • r comp171n8 wtffi tbo Fiorillo 576 • : : : : : ° =No - '0 • • 0 s • • • s • • • • • • _ (g drawing no. • • • • • • •• • • • 30 . EXTERIOR GLASS STOP O INTERIOR GLASS STOP • &INTERIOR STOP • • • • Nov ®� ZQQ] BY WOJ - 3� (JAMB /SILL) (JAMB /SILL) 1 (JAMB /SILL) DLWsion ffa shirt g of 4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J OSURFACEI.• APPLIED MUMS 0 3 zd PnONA DESIGN LOAD CAPACITY - PSF LL '� I WMDOW UNIT WU)Ilql UNIT HT, LAMINATED GLASS DESCIUMON INCHES MCHF.B EM 1 95-1/4 21 87.0 71.0 _ _ _ - -- 6t ETB 71 -1/4 18 -3/4 87.0 71.0 -- - -�— -- �{p 8" MAX. 28' MAX. # 2 NOTE: AT CORNS HEao /SILL ©yj GLASS CAPACITIES ON THIS SHEET 4 g ARE BASED ON 95 1/4' MAX A. ASTM E1300 -98 (80 SEC. WIND) VRNOOW WIDTH 8: ASTM E1300 -02 (3 SEC. GUSTS) Z TYPICAL ELEVATION C T&BTBD UNIT go�,� V ZZ SILICONE 11 1/4" ANN. OLASS G$ s 090' MTERIAYER " SALEX PVS BY 'SOLUAA OR S SUTACITE PVB SY 'DUPONT' m O 1/4" ANN. GLASS V MAX O WINDOW ii 12 DESCRIPTION s . 8 ��•• • • • • • •• 0 a • • • • • • • • ET8 < GLAZING DET& • i • • i i i i • i • • Ei8 •• ••• •• • • • •• OLIN FA FA s / 7 p FLA. PRODUCT RENGWE6 y 6 �, , • • • • • • • • ae mmpi �wiW iha �mlda $ � .y %� • • • • • • • • • • • Dala t • • • • • • • • • • • drawing no. . . NOV 0 12007 BY YV05 -36 aim sheet 8 of 14 • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CUPS SEE SHEET 8 WOOD BUCKS NOT BY ANDERSEN. MUST SUSTAIN 4� FOR SPACING LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER FOR CUP FASTENERS THEM TO THE BU STRUCTURE. ° d ' o ° < a ' e ° • ° p d ' a TYPICAL ANCHOR $ F d ANCHORS TNRU INSTALLATION CLIPS A AB SMS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE OS ti -1/2" MIN. PENETRATION INTO WOOD .... tF V B: 1/ DIA, TAPCONS INTO 23Y WOOD BUCKS OR WOOD STRUCTURE Q 4 1 1 -1/2" MIN. PENETRATION INTO WOOD Q ° THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY - 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3 T 8 �i1ie 13 TYPICAL EDGE DISTANCE 1! 4. INTO CONCRETE AND MASONRY m 2" MIN. 13 �4 I� INTO WOOD STRUCTURE m 3/4" MIN. Z 1L htl 9 p IT r. ggg Z O @ 1 l7 8 Z J W 9 O" Z G i Ij. I I Ij 1 1 Ii i O Il !I r I 1 I II 1 I I I 1 it r i . to I I: 8 4 s WINDOW of • L : DESCRIPTION 1 1 •••• ET8 2 • •• • • • • •• • • • z ••• • ET __•._� • • • • I1 ° 4 8 . d :.. q � / S �. PE .'A.4'..�.;.a . 2' MIN. °O ' �L" .14 CAN. 7838 PR�PLYIa8 with 88 a EDGE DIST. • EOLiE DIQ. • • • • • BoiWing Coda $ 64 ,,,� CL�S • • • • • • • • • • No S� piEEl e • • • s • • • • • • • drawing no. A ID SF�IEETe • • • • • • • • • • • - . . . . . . .. . . • OV 0 5 zoo? Sy w05-36 MR CUP FASTENERS • • • • • • • Lx ,Product vW= sheet 7 of 14 ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • • •• •s ••• • ••• • • i8 x 1 lay 'AN. 8 x 1' 1BY 2' SELF TAPPING SCREWS t7 {� g 2 PER qjP q .� EDGE DIST. SELF TAPPING WOOD�BUCK A�MW., L 0' it V6 TYPICAL ANCHORS b' 71PM& ANCHORS 'B' i PER CLIP 1 PER CUP 7A� a ANCHOR CLIP ANCHOR CUP V a�•i AT 6' FROM ENDS 1 -1/2 X 6-3/8" X .024" STEEL �u AND 25 O.C. MAX. AT 6' FROM ENDS ,Q ANCHOR CLIP AND 28" O.C. MAX • AT 6' FROM ENDS g #a8 x. g•. , AND. aS, Q.C. MAX 2BY a Gii vJ SELP WPING'SCREWS 4 WOOD BUCK is x d' • • e 281 z • , a 2 PER CUP a ° • d p 4 a' a SELF° Y0.Pe ING'sCREMS ° 4. a q • e 4 d . e WOOD BUCK • 2 PER CI�P . 4i • .. air �P•$ ' o /4• :za 1 3/4 � i ^ < < ...... ............ .................. {L Igo— � TYPICAL ANCHOR 'A TYPICAL ANCHOR 'A• 2 PER CLIP 2 PER CLIP ANCHOR CLIP 1 -1 /2• X 6-3 /E x .024 STEEL. 28Y 21Y AT 6" FROM ENDS o R Q ANCHOR CLIP WOOD BUCK ANCHOR CLIP \4 OD BUCK AND 28" O.C. MAX. 56 .. AT 6' FROM ENLjS • o la'P1CAL ANCHOR •A' 1 -1/2' X 8 -3/8' X .024' STEEL Cq.L ANCHOR 'A• g 2Y+,aO, M 2 PETI CLIP AT 6' FROM ENDS' PER CLIP s� • A a a A ���� AMID, g.Gn MAX. q 4 O d r V WINDOW 1 Q DESCRIPTION O L O o Erb ....... Ef6 .ozaf 6.378 gggg X 1' CUT LENGTH AS READ. SELF TAPING SOWS ANCHOR CUP 2 PER CLIP 304 ST. STEEL O O O 1% x 11 1 o 0 0 0 0 MA #B x A SELF rAPPPiO SCREWS 2 * • SC • • • • • a PER CUP / O O O O o o 2 ° asi • • • • • • ♦ c • • • ANCHOR CUP 024 i • • • • • • • • • 304 sr. smm ' - A ° DR S All OUN MW S 3 . - • •2'a • AM RA. PE 18867 `_ 3 ... .A .. • • • v e EDGE n St 'EDGE OLST. CA.N. PRODUCT RVNEWED , .... ° .. d LONG. • • so* • • • Bm7ding • MYio8 wllhOm Fimida • ••, PRE�A$f 8 • • • • • • • • Coda' 8 a • • • • • • • t • • • tm=No A ANCHOR tL1P • • • • • • • • • • • • 131 G drawing no. •B • • . • • . • AT i PE6 CLIP NOV 0 5 2097 8' FRWI ENDS • • • AND 2B G.C. MAX CLIP 0STAM ATION DETAILS B D;vistoa sh 8 o11 ••• • • • ••• • • 1.512-+ 1TBH f PART R0. RSQ% DIsCE,PTION MAnwa NANP. /80PPIm/R8MAR68 �y 3.841 2.000 1 53105 1 FRAME HEAD wow ANDERSEN 1.250 2 83103 1 FRAME SILL WOOD ANDERSEN P 3 83108 1 FRAME COVER (HEAD) VINYL. Z — �] 4 53108 1 FRAME COVER (SIL1J VINYL .893 1.014 5 53110 1 FRAME Hamm (HEAD) MOOD ANDERSEN ! 1.073 3.668 ANDERSEN 1.828 1 8 83111 1 FRAME tN1ER10R (SILL) WOOD n. � 7 53115 1 EXTERIOR QIASS STOP (HEAD) MOW ANON O 8 83116 1 EMERIOR CLASS STOP (SILL) 00 ) w0 ANDERSEN n I I 8 53071 1 INTERIOR GLASS STOP (HEAD) MOOD ANDERSEN 1.297 .035 1.083° ---- -- 1.869 —d 841 1.428 10 83120 - INTERIOR GLASS STOP (SILL.} wow ANDERSEN 11 - AS REGO. GLAZING COMPOUND SILICONE DOW W 12 20066 AS RECD. SETDNG OIL= SPACER Q > S 13 27255 - GALVANIZED NAILS AT Y O.C. 18 GA K 1 -3/4 m �. 3.442 14 - AS RECD. FILLET BEAD SIX - DOW OR OE B T U + VINYL CLADDING (HEAD) 0 FRAME HEAD ® INTERIOR FRAME (HEAD) 18 53180 AS READ. SPLINE Plc FOAM - Ills 18 4220180 AS RE06. 3/8' CORRUGATED STAPLES STEEL. 3442 W t� 1.3w 882 NON CURVED PROFILES COMPOSED OF YELLOW PINE, PONDEROSA PINE OR EQUAL I CURVED PROFILES COMPOSED OF LAMINATED YELLOW POPLAR. MAPLE OR SELECT HARD WOODS. &727 ON ,.080 p--2.� v m .467 0 . .749 3 • ' 1.4 1.075 1.108 OS Z o S �� 4407 O4 VINYL CLADDING (SILL) ® FRAME SILL Q INTERIOR FRAME (SILL) p .81T � 438 O �� •920 .837 0 0 0� EXTERIOR GLASS STOP (HEAD) INTERIOR GLASS STOP (HEAD) COPED CORNERS .472 PER CORNER " WINDOW BTS 6,5 • II 11 DESCRIP7TON - d.�3I�- .so0 • • • • • • • • • g to • • • • • • ET8 < EXTERIOR GLASS STOP (SILL) INTERIOR GLASS STOP 4(STLQ s • • • s • • • • E'8 •• ••• •• • Env. K 1,111MAYOLIN FARWQ p � g STRUCT 1 3 FLA. dW 35387 S PRODUCERHNSWED ea mmplyidg with Um Florida • • • • • • • • • • • Acceptmm No • • • • • • • •. • • r Dana 2 dTGwing rro. • • • • • • • • • • • FRAME CORNERS ay j6 0:0 • .. • NOV 0 G 2007 L]ivisfon sheet 9 oT 1 ••• • • • • ••• • • • •. •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF wmIxw DE8�W'nON dS wmm UMT W67M UNIT M. LA!lDHdTED GLASS WU� UNIT WIDTH UNIT HT. L9MINATED GLASS SURFACE APPUED MUNTM PTR3010 oEScR WN PCHIM vKm EXT4 +) i DOT.( -) orseRvisSN wcKm VCHIM EXT4 +) -4 -) OPTIONAL. FTM510 PTR3010 35-15 /16 67.0 73.0 PtR3010 35-13/16 67.0 5.0 PTR4010 2 is PTR3510 40 -13/16 67.0 78.0 PTR3510 40- 13/16 67.0 75.0 - - - - - PTR4510 PTR4010 48 67.0 75.0 PM4010 48 07.0 5.0 11 It PTR5010 MOM 32 - 13/18 12 670 5.0 PTR4510 32 -13/18 12 67.0 5.0 I ii ii I PIM10 PTR5010 38 -7/8 67.0 SA PTRW10 59-7/8 87.0 5.0 i �_ - �- = ' -� =�1 I PrRM10 PTR5510 64 -13/18 67A 7&0 PTR3510 64 -13/16 67.0 SA P3030 PTR6010 71 -7/8 67.0 750 PTR6070 71 - 7/8 67.0 7 &0 �i i ii ,iti� P3830 _ _ _ . 11-.. _ n � = = Y -= P40W 15/16 67.0 MO P3030 35 07.0 75.0 P35M 40 -13/16 670 5A P3530 40 -13/16 67.0 75.0 $ I li i� % i� it I P 0 P4030 48 87.0 7S.0 P4030 48 670 5.0 n .__ = = = =n = _�_______ P5s3o Q P4&-:0 52- 13/18 33 -15/16 67.0 5.0 P4830 52 -13/16 35- 15/18 67.0 5.0 P803p P5030 59 -7/8 67.0 SA P503D 58 -7 /8 870 75.0 p3035 PS53D 64- 13/16 87.0 5.0 P5M 64- 13/16 67.0 7&0 - - =- jj -� = jr = - jT =- Ply P8030 71 -7/8 87.0 7" P8030 71 -7/8 67.0 75.0 I ii ii ii i I P4035 El P3033 35-15/16 67A S 03S A P3 33- 18/18 87.0 75.0 033 P35M 40 -13/16 67.0 5A P3a35 40 -13/18 67A 5.0 I ti- =- - - � I °D P P4030 48 674 5.0 P40M 48 87.0 5.0 U It Pam '' Z P45M 52- 13/16 40 -13/16 07.0 50 P45M 52- 13/18 40 -13/18 674 7 5.0 PSM5 � 0 CO Pam 39 -7/8 870 75.0 P803a ✓ 9 -7/8 670 5.0 - - - - - - - ,t P304a 4 �U P8839 64-113/116 87,0 7" PSS33 84 -13/18 $7.0 5.0 V MAX. 16 Mo. a P P60M 71 -7/8 87.0 5A Pam 71 -7/8 67.0 5.0 AT CORNERS HEAD /SILL s P3040 35-13/18 67.0 SA P3040 33 -15/18 07.0 5.0 59 716. MAX m v 1 P3340 40 -13/16 870 75.0 P3540 40- 13/18 67.0 5.0 WINDON WUM `Y P4040 48 67A 5.0 P4040 48 67.0 75.0 PS540 '� m 2 1 P4540 52 -13/16 48 67.0 75.0 P4540 52- 13/18 48 67.0 75.0 TYPICAL ELEVATIO A ^f P5040 59-7/8 67.0 750 040 P9 59-7/8 67.0 75.0 N p3 P3 1T.81'ED UNIT P35 4a Paw 64 13/18 87.0 75.0 P5540 64 - 13/18 67.0 SA P400 O Q Pam 71 - 7/8 67.0 780 P8040 71 -7/8 67.0 7&0 P 430 P3045 35-15/16 87.0 5.0 MO 33 -15 /16 67.0 75.0 P5045 P354S 40 -13/16 67.0 50 P350 40 -13/16 674 75.0 P5545 e P4045 48 87.0 75.0 P4045 48 670 7 &0 Me MM 52- 13/16 52- 13/18 87.0 5.0 P4545 52- 13/16 52- 13/16 67.0 78.0 Pam P8045 59-7/8 67.0 75.0 P5m 59 -7/8 67.0 5.0 P3550 PSM 84- 13/16 67.0 50 PM* 64- 13/18 670 75.0 P4050 Pam 71 -7/8 1 67.0 780 P8045 71 -7/8 67.0 5.0 P45M P30Sa 35 -15/18 674 75.0 P30W 35 -18/16 874 75.0 P0080 P3550 40- 13/18 87.0 5.0 P35M 40- 13/16 67.0 5.0 8080 c P4050 48 67.0 7 &0 P4050 48 67.0 7&0 �K P45M 52- 13/18 59 -7/8 87.0 SA P43W 52- 13/16 59 -7/6 97.0 7&0 P� s P8030 38-7/8 67.0 50 P8080 59 -7/8 670 5A P4555 PS 64 -13/16 970 754 P8550 64 -13/18 67.0 7 &o S50 P4855 Pam 71 -7/8 67.0 734 P8080 1 71 -7/8 87.0 7 &0 paw P3055 35 -15/16 87.0 750 P3055 35 -15/16 87.0 7 &0 p3 • P35SS 40- 13/16 67.0 5.0 P3&S5 40- 13/18 870 5.0 p31 P4055 48 84- 13/18 87.0 7&0 P400 48 04*13,4 • ,p • •75.0 • • • • P,tOBO � P4555 32 -13/16 87.0 SA P488S 52 -13/18 • • C • • M80 P5068 59-7/8 87.0 5.9 P555 59-7/8 • 4 51.0 • • 79.0 • 10 • Pam P3060 35 -15/18 87.0 7SA P3060 36 -15 /18 • • • • • • N ' jjggN,, 11, P3560 40- 13/16 67.0 75.0 PJd80 80 40- 13/18 67.0 7 &0 FLA. / S i P40W 48 71 -7/8 87.0 50 P4000 48 71 -7/8 $7.0 5.0 CAN. X38 PRODUCT RENfiV ED is 1s P43W 52 -13/16 87.0 5.0 POW 52 -13/18 870 5.0 as 0=plyi °8 �iLb ft F1mift P5080 59-7/8 86.T 6 57 PBD 88- • 0 • • ANo • • • • 4 HVT • drawing no. GLASS CAPACITIES ON THIS CHART GLAS BAS S A N S C • • • • • ( 2907 n9 ARE ED ON ARE • N • • • B caouol W05 - 3$ ASTM E1300 -98 (80 SEC. WIND) ASTM H300 -i2 (3 S& OUST;) •• • UIrlelnn ah4ret o 10 14 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i i t� DWGN LOAD CAPACITY — PSF � LAM SURFACE APPLIED MUNTINS WINDOW UNIT WIDTH UNIT HT INATED . GLASS OPTIONAL DESMPTM 04mm Mclflm EXTj +) INT4 — CTR1510 17 67.0 75.0 la F CTR1810 20 -1/2 67.0 75.0 = CTR2010 24-1/8 67.0 75.0 C7R2410 28-3/8 674 75.0 CTR2810 31 -1/2 674 75.0 — — — — — — — — — — CTR7010 33 -15/16 67.0 75.0 C3 II I II II CTR2910 33-5/4 67.0 754 CIP3410 40-3/4 67.0 75.0 — — — — — CM4010 48 674 754 6' MAX. 25' MAX. O �J CTR4810 58-1/2 67.0 75.0 AT CORNERS HEAD /SILL pg� c7mlo 64-3/4 674 75.0 71 7/8' MM CTR51110 71 -5/8 67.0 7510 WINDOW WIDTH T m gg CIRBOtO 71 -7/8 674 75.0 g CTIMIO 84-8/8 67.0 75.0 TYPICAL ELBYATION T&SS= tTABT Z NOTE GLASS CAPACITIES ON THIS SHEET F tO ARE BASED ON A. ASTM E1300 -98 (60 SEC. WIND) O .!, 8: ASTM E1300 -02 (3 SEC. GUSTS) K 0 La a i� W Ta. C) SILICONE 1/4' ANN. GLASS WINM OW WTERAYER CTRIS10 SALEX PJB BY 'SOLUTW OR CTR1810 BUTACITE PYS BY 'DUPONT craeoto 1/4' AWN. GLASS CTR2410 S ctRZeta r CTR3010 H cnml0 ' CTR3410 •• t5' CM4010 ° I . •• ••• • • • • • •• CRt4810 ° .. ' .� • • • • • • • • • CTIM10 c < • • • • • • • • • CR51110 v • • • • • • • • clReato t8' MAX. • • 000 • • • • • • • m. 0I1mf0 FLA. PE C � � ld SIRUC //NRES 6 �AN.'3836 PRODUCT Rl�WED wmpiying With die F1 SO1t:ONE� • • • • • • • Buu(u gCale '$ • • • • • • • • • • • • • • • • • • • • • Acceptenoe NO • • • • • • • • • • • Dma drawing no. GLAZING DETAIL • • • • • • • • • : • • • • • • • K W05 -36 Dl+defoe (sheet 11 of 14 ••• • • • • ••• • • • •• •• • • • • •• •• ••• • • ••• • • SEE � Oa � W OOD BUCKS NOT BY ANDERSEN, MUST SUSTAIN o WINM �r FOR SPACING LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER PTR3o10 AND SHEET 13 ' THEM TO THE BUILDING STRUCTURE. PIR3610 FOR CUP FASTENERS MUSIC 10 ° . 4 e ° ° 4' o TXPICAL ANCHORS Pmolo F ¢g a ° ANCHORS THRU =&LATION CLIPS PTR66t0 S "• PTR6610 A B SMS P3030 INTO 28Y WOOD BUCKS OR WOOD STRUCTURE Pasco d' i -1/2" MIN. PENETRATION INTO WOOD P4430 Q h ......... je:' V ei B: 1/4 " P4= DIA. TAPCONS PS030 2 INTO 28Y WOOD BUCKS OR WOOD STRUCTURE P663o 1 1 -1/2" MIN. PENETRATION INTO WOOD peox'1 g THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY p30a6 4 V 7 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY p3636 LL & P4 3 l i! ii� g TYPICAL EDGE DISTANCE P45M 6 INTO CONCRETE AND MASONRY m 2" MIN. Pam 6 ! ! 4 INTO WOOD STRUCTURE 3/4 MIN. P883S � Z 4 g p 6m 3040 v F p I I ANCHOR CUPS P4040 1q Z Q I I # 1/4' MAX. � SHEETS 10 & 11 1/4" MAX. P �5 { SHIYfOAP AND SHEET 13 P8640 /' « T . . , .. Z Z FOR CUP FASTENERS '. T�• POW W ' 1 jl d' ;' • ' P3046 R O -+ 5 P3545 P4545 04S G " <a a A8 O •I il. °' . v Pam v P 4 !I 1 <'• 8 wow= r,P a, 0 0e8CROWN P4050 'f i; a .,Q. a • ' v OTRI510 P4660 .. ' •. .. ' '" CTR1610 p8090 j: __ CTR2010 P5= CTR2410 PW5o CTR28 /0 P3069 g i P e CTWOfO P3666 .4 • ° ; CnwIO P4055 9 •'r,.?:. .. �....:. CTR3410 P4866 7 t " <, "� `: • �. CTR4010 P6066 �3 2 g EXTERIOR • • s • CTR4810 P3060 8 t3 CIR6210 P3660 • o.L. o1xs. d, � .• .•.• • • • • • CIR611f0 P4080 � < 1 • • • • • • • • 0036010 P46W WIDTH 2 • •• • CTR7010 P8080 STROCNRES p . F1A PE 18687 •:•:: 'YIN: ' •' ' PAN. 3636 PRO]WCTRI3NBWH17 .. • P.GE DI9T. ' wempi tng with dw Flodds . • • • • • • • • • HIdIdfng Cade H! • • • • s • ANCHOR CUPS 12 drowt • • • • • • n • SEE SHEETS 10 & 11 • • • • • • • • • • U07 9 no. . . Z FOR SPACING . •. . . . — co, W05 36 � C SHEET 13 • • • • • • • Division , stree4l of 14 i ••• • • • • ••• • • • • • • • • • • • • FASrENERS • •• •• • • • •• •• is X 1 16Y 2' M. 96 x 1 1BY 2' MBN. WINDOW wmmm TAPPING SCREWS WOW BUCK EDGE . TAPPING SCREWS W00 P 0 BUCK EDGE DISI'. oESOtaP1roN O w r 2 PER C1P . a. a . ?' n. I .° • 2 PER CLIP . a - a - <,• I , • CTR7810 TR3g1D a. G 1 .• ° a �•'° CIR1610 PTR3810 a' 'NMI. �• G° •. � ° .. °• ' a AON. a° a .. CTM10 PM4010 Z J CTR2410 PTIM10 1 e' i`2' CTR2810 P1R9010 ' • CTR3010 PT R5510 CIR26 10 PI1t8010 I CTR34 1 0 P30.70 ANCHORS 'B• TYPICAL ANCHORS 'B' • 1 PER CUP 1 PER CLIP CTR4810 P40M 4 $ v ANCHOR CLIP ANCHOR CLIP CR16210 P4630 V fry SEE SHEETS 10 & 11 1 -1/2' X 8-3/8' X .024' STEEL CTR511 t0 P8D30 QQ'' t FOR SPACING SEE SHEETS 10 & 11 Q SS Q C C1R8ot0 P8630 FOR SPACING b ¢ ANCHOR CLIP a CTR7010 1 POM SEE SHEETS 10 & 11 2BY P3038 �6 X 1• FOR SPACING 28Y T G �8 X 1• WooD BUCK Pam SELF SC V:. APP Z PER a a d ' • . ° a A.. P4038 9 a • E �� :. •. J d P6036 °'.°�'• 2 e + T 5838 z '` \ '�� \ o Pa P4540 TYPICAL ANCHORS • A' Pam V TYPICAL ANCHORS A' 2 PER CUP Pam y A 2 PER CUP ANCHOR CLIP PPam � 111��1�ttyt � � Z Y 1 -1/2' X 6 -3 X .024 STEEL Iy O „� 28Y SEE SHEETS 10 & 11 g Q \MD SUCK WOOD BUCK FOR SPACING P4048 ffi ANCHOR CLIP . .024 ANCHOR CLIP pypyg Z t -1 /2' X 6 -3/8' X ' ...SEE .SHEETS 10 & 71 • e+ - +wCHORS 'A .. SEE SHEETS 10 1 i' �'pIC¢L ANCHORS 'A' P4848 FOR Map a ° CLIF ° Top SPACING ' . ° 2 ECLIP p5m P8818 a a P804S Q. Q 0 a P3080 a Z O e 1.300 P3660 \ I O \ P4060 9 © P4460 P8080 —� P8880 pOM 0 P3 2 PER 8.37P30515 C TA P PING SCREWS CUT LENGDf AS NEW. P4055 P4086 ANCHOR CUP 1 /2 PIM 304 ST. STEEL SELF TAPPING SCREWS MIN. 00000 0 0 PSM #8 X 1 2 PER CUP 1.800 O �1 P3080 �F TAPPNG SCREWS C /// P3660. 2 PER CLIP •• ••• • • • • • •• 0 0 0 0 0 0 00000 m • • • • • • • • • ANCHOR CUP 024 P4680 • • • • • • • • • • • 304 St. SIeEL p , t€ •• "•• f• • • • •• r. 4 e' ° s `L� .. •.` - ; • '-2.':Ml.' 2 402• T1A PE i 18687 .p a ° FUDGE DIST 19'1' 'EDGE CAN. 3636 w=tply TR w fffiWED , Dwwin lyfig w04 the Floctf� aRE&a5r CONS. $ • • s • • • • • • • • Daze y� '/�Q� 40 0 •' a - a � � • • • • • s • • • • • drawing no. . ' ANCHOR CLIP TYPICAL ANCHORS •B' • • • • • • • • • • • SEE SHEETS 10 & 11 1 PER CLIP • • NOV 0 5 2007 M Product W05 - 36 FOR SPACING CLDI INerALLAVON DETAILS D °'�°° ett ®ett3 or 4 1.321 -°j r= # PART NO. 8BQ8. DffiCSOPRON ItA4881A7. /WNF. /80PPLSEB/8B1dA668 p u 1 30394 AS IS= FRAME WAD /JAYS /SILL WOOD ANDERSEN PTFm10 4.121 2 30377 AS ROW. FPA10: COJER (HM /OWSlli.} Y9M - pTm10 1.250 3 30398 AS It=. MOE100R GLASS STOP (NERD /JAYS1SIU) Now ANDERSEN PTR4010 z 2234 933 r 4 30397 AS RECD. WTOM GLASS STOP (HEAD /JAMB /SILL) WOOD ANDERSEN PIR4810 5 30989/30897 AS RECD. INTE10OR STOP (NEAO /JAYS /SAL) Wo00 ANDERSEN PTR5o10 .518 3.589 A25 6 - AS REOD. OLAZING COMPOUND SLLIOCNE DOW P1R6B10 p 797 C7 1.339 7 20085 AS REM SETT04G BLOCK SPACER PYC - PTR9o10 B 27285 - MALYAN® NAILS AT 7' C.C. = 16 QA. X 1 -3/4' P3030 9 27255 OILLWXM NNLS AT 7' O.C. 18 GA X 1 -1/2' P3= 2734 10 - AS F1LLEf BEAD SILXXINE DOW OR GE P4030 P4530 PROFILES COMPOSED OF YELLOW PINE. PONDEROSA PINE OR EQUAL 1 Q 354 JR13 V P66J0 m PBO3o VINYL CLADDING HERO /JAMB /SILL 0 FRAME HEAD /JAMB/SILL paw Y r z� -�� P4035 o il ' s .828 2125 P4535 Pam 170 1.658 1,85215 Z .887 P p�� 8 � •� '572 � 3F � O ,834 �— P4040 z P4 M .1. 640 .382 ,534 F -1.111 Pam ZZ < ^ 1,8540 W 1,9040 O EXTERIOR GLASS STOP 4 INTERIOR GLASS STOP © INTERIOR STOP p3045 y (HEAD /JAMB /SILL) (HEAD /JAMB /SILL) (HEAD /JAMB /SILL) p3545 g P4046 ' q 1,4545 : m 1,5046 �. P8845 P9048 p3 O ww" P3650 COPED CORNERS DESCRMON P4050 WITH THREE STAPLES CM15 P45M PER CORNER CTR7810 1,6050 �1 cTR0 P5550 CM410 1,8050 055 G CTR2610 1,3 CTR3010 1,3866 0SS yy CTM10 P4 8 CM3410 P4555 =4010 Pa m =4810 P3080 C o • • • • • • • CTR6210 P3680 a d • • • CIR61110 P4000 c < • • • • CTR801O P4590 • •• • • • •• • • • • • • CIR70/0 1,6090 p �. • • • • E nr. M M AISMUN FA W &J 1 STRLVTUM PRODUCTRk'NEWLiD 6 0 complYm8with tic P1orid9 • • • • • • • • • A"clK�c° No • • • • • • • • • • • drrnring no. • • • • • • • • • • V 4 G ZM7 B W05 -38 • • • FRA�2E CO1NlERS • DfIblou 9h9et14 0114 I -SED F.EJ AFAE L E. D RO Z SEP P; P STRUCTURAL 200 CRESCENT DRIVE THRESHOLD INSPECTOR ooem MUZAMAR, FL 33025 ® LOG OF APPROVED INSPE Ywrm me 347.2 PERMIT # ADDRESS: '� A/E: CONTRACTOR: TYPE OF INSPECTION FOUNDATION SLAB ON GRADE COMMENTS: Reinforcement steel were inspected and no exceptions noted APPROVED BY: Date: TYPE OF INSPECTION Reinforcing Steel for TIE BEAMS, TIE DOWNS, FILLED CELLS W Floor} CON04ENTS: Tie Beams & Tie Downs reinforcement steel were inspected and no ez ti noted to r APPROVED BY: Date: TYPE OF INSPECTION ROOF RAKE BEAM, FILLED CELLS ComMENTS: Rake Beam reinforcement steel inspected and approved APPROVED BY: Date: TYPE OF INSPECTION ROOF TRUSS, BRACING AND SHEATHING COMMENTS: Fastening were inspected and" approved APPROVED BY: Date: r r r .�wr.wir �r.w.rrr...■■�.r rrwwwr�r _ .��w ■�.�o.rrw■..rwr.+orr•rwr TYPE OF INSPECTION WINDOWS AND DOORS FASTENING COMMENTS: Were inspected and approved �rrrrr�.. r.� r ...r ..■r.r r - APPROVED BY: Dom: w■■r��.r w�+r r �.�r� r ■ .r r.r■wr.r_.�i TYPE OF INSPECTION FRAMING &FIR "TOPPING COMMENTS: Was inspected and approved- APPROVED BY: Date: -- TYPE OF INSPECTION LATHING, FIRE PROTECTION COMMENTS: And drywall fastening was inspected and approved APPROVED BY: Dom: ■ r�rr� �� .■■■rrr■rr i ! rrr..�r..r� TYPE OF INSPECTION: OTHER (SPECIFY) Dom: APPROVED Y: .... OMB No. 1660 -0008 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVi1*T101k tk IF?CATE 211345 Expires February 28, 2009 Federal Emergency Management Agency : • . • . . • • • . e National Flood Insurance Program Important Read the instructions on pages 1 -8. SECT10N A - ,PRQeVRTY FORMATION Al. Building Owner's Name i i ' e it ' i ' • • • i •' • A " Lund . . A2. Building Street Address (including Apt., Unit, Suite, and/ortldg. No!)tf P.O. Route and 'No. 1001 N.E. 96th Stree pity State ZIP Code ••'' Miami Shores, e ..". F i bY idV A3. Property Description (Lot and Block Numbers, Tax Parc6INu11 r, aITW&0 tion, etc.) Lots 17 & 18, Block 82, MI'ANWSROW SECTION; ENO . 3, P.B. 10 , PG 3 7 , MIAMI - DAD S A4. Building Use (e.g., Residential, Non- Residential, Addition, Accessory, etc.) RESIDENTIAL COUNTY A5. Latitude/Longitude: Lat �5�� // S� 6 ifJ Long. moo'' / Horizontal Datum, ❑ NAD 1927 Q NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number____ A8. For a building with a crawl space or enclosure(s), provide: --� A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) sq ft a) Square footage of attached garage sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings In the attached garage endosure(s) walls within 1.0 foot above adjacent grade wails within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b -' sq in c) Total net area of flood openings in A9.b sq In SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION --F B1. NFIP Community Name & Community Number B2. County Name B3. State Miami Shores /120652 I Miami -Dade Florida B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Data Effective/Revised Data Zone(s) AO, use base flood depth) 1202500093 J 7 -17 -95 3 -2 -94 X Not Available 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. Q FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 139: FA NGVD 1929 E] NAVD 1988 ❑Other (Describe) B12. Is the building located In a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes No Designation Date CBRS E] OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ® Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/AI-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the kiln diagram spedfied, in I m A7. Benchmark Utilize d -6 Z /mil `'� C Oc'A`� Vertical Datum N.G.V.D. 1929 Conversion/Comments r Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) l a . ,4 y wi feet ❑ meters (Puerto Rico only) b) Top of the next higher floor A ,, feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) Iff. ? ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building !LQ feet [] meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) ° feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) f, Z6 R feet E] meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. I certify that the information on this Certificate represents my best efforts to interpret the data avaAab /e. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here If comments are provided on back of form. PLA Certifier's Name License Number SEAL FRANCISCO F. FAJARDO #4767 _ HERE. Title PROFESSIONAL SURVEYOR & MAPP Co mpany Name AND GARCIA, INC. Add ALC AVENUE 0 qty state ZIP Code Signature _Date 305-666-7909 1 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions • ... IMPORTANT: In these spaces, copy the correspondiniinie o+t rrC$eol8n 2L NOW" Building Street Address (including Apt., Unit, Suite, and/or Bldg. N 0101 ropte anV x o. • x 1001 N.E. 96th Street City State ZIP Code Miami Shores F11prida. ••• ' SECTION D -SURVEYOR, E 61_ _ 1$, OR�tRCFQTEt r I ION (CAT (CONTINUED) Copy both sides o th Elevati Certificate for (1) community ogicial, ¢2) insurdhce tidnt/company, and (3) building owner. Comments • • • •�• •• Signature pa{e �� 2� °, ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Secti Items 8 nd/or 9 (see pgge 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ____ ❑ feet meters above or LJ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building Is _ ❑ feet [] meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA issued or community4ssued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Data Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who Is authorized by law or ordinance to administer the community s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The Information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number — J' G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 , Replaces all previous editions ---� Page 2 of 2 LlKgciLlt y Abbreviat'lons :..; •;' ... • •• •• . c A Arc Distance A/C Air Can Pad • • ,,,.R • • • • • • (C) Calculated • • R4 r4artcoupty%cores BLDG Build g n Rath s CB Catch Basin ' ' �GB ' Catcreta Blur k l r lkttT e • q I Chard Brstaixe RMI Rail, r CL Clear Gl Center i.ine CONC Concrete BE Uraomgti Enseuatrii TIM Righ ni Way ENC Encroachment ETP Electric Translating, Pad . • • • ' • r0 F _fl sd • • • O Il • • • • rll rue ydrard SLC Sect »t FU+ found lion Pipe FIR found Pat Rod to i ' • i lMj 0 Meastod o ' i 0 • • tirvO Nalronal Geou • • • • • • • • • • Vertical Daluns SCR Scre nod Ott Overhung ORB Official Records Books ' • • • • • OtJL Orerf creed UlWty I%$ • P Plat SIP Set I an Pipe P8 Piet Book PC Potts of Curvature PCC Point of Compound Curve PG • Page SWK Sidi Falk PIL Property Lute POO Point of Begin • �' i ihoa ' • mviii Cgyv 4rxe1nf PRC Point of Reverse .1.114. r • 000 • • • • • • • Curvature LIE Easr nent UP Utility Pole 1YM Water Mater • i i ZC • C; • ls • s • • • • • • i � • • • • • PT Paint of 1 angeney vIM War., Meter T Tangent LME lake Kiint. Easeuant AE Arrcl. Esse 0 0/S • Ousel • NQ1N if All Clearance and/or encroachments shown hereon are of apparent mature. Fence ownership by visual means. Legal•bwnership of fences not determined. " ti The issue of this survey is only fur the exclusive and specific use of those persons, parties or instituti6ns shown in the certification. Any other intended use will require written approval from the certifying surveyor or firm. c) Code restrictions and title search are not reflected on this survey. d) Underground utilitles and encroachments, if any, not located. . e) The flood information shown hereon does not imply that the referenced property wilt or will not be free from flooding or damage and does not create liability on the part of the firm, any officer or employee thereof, for any damage that results from reltanco on said information. I) The lands depicted hereon were surveyed per the legal description and no claims as to ownersiiiii or matters of title are made or implied. g) This survey is not to be relied upon for construction. FLOOD ZONE* X E LQOD INFOR MATION: Community Number: 120652 Panol NumberfMap 1202500093: Suffixt• J F.I.R.M. Index Date: 7 -17 -95 Base Elevation: Not Available Bearings, if any shown based on - (reference)• CERTIFIED TO: . Rapi �tle Services Company; Attorneys'. Title insurance Fund, Inc. Kenneth and.Al:e:xandra .Lund and Pope Mortgage and Associates, its`successfois and /or assigns, as their interests may appear. .0 4J ttf W ' A Kenneth and .�..PROPI:RTY OF; Aliexandrs. Lund, 1001 N . E . 96th Street, Miami Shores, Florid rid it NOT VALM "11WI THE SmAnn MVO TI ' BOUND 3 313 8 t� MORX MRMS110MSALefFLORIDA ARY SURVEY .IICENSEO6tiavgreaADD1eMPER 1 hereby certify T the survey represented LANNES AND GARCIA, INC. Q heron meets the minimum technical I44 stand.uds eel forth' blf the Board of Land L .B. #2098 Surveyors !n chapter 610174 Florida 0 AdrssinlsisaUve Code pursuant to Section Surveyors- Mappers -Land Planners ' 1 e72.0dTFla.Stawtes. Tlsan FRANCISCO F. FAJARDO #4767 l - crania, overhips, eaumonle appearing on ,BEATS SMITH #523 L WIN Plat, other Ilan as slu teen hereto r ` Office Address: 359 Alcazar Ave, Coral Gables, FL 33134 (305) 666 -7909 ' (954) 523 -6663 FIELD DATE SCALP. DRAWN BY DRAWING: NO 4 Pni>f. SURVEYOR Mi0lak I nca.!( /p,.j -Zc0.f _ {- •- 159610 . 10-29--04 "N revised and "Lender" added, 5. Zed' 211345 10 -10 707 Recertified, Certified To and Names revised, PaeIof 2 •� •� `•• '• •� •�� This property described as: / z • ••• Lots 17 and 18, Block 82 MIAMI SHORES SECTION NO. , ' W !o�'u according to the Plat �} �� :.: • :«; '� * thereof, as recorded in s ° ,¢d!e 0 1 00� • - r =:,3" Plat Book 10, Page 37 ' � of the Public Records of •. j { l�` , tit Dade County, Florida. �rWoo Note: Underground encroachments :, • ' �yd and utilities, if any, not `• ... � �. Yo r located. Fence ownership by a ` ,r OW m �' of visual means only, legal i �cvc, ownership not determined. A s 'K\ o " /j z o C AND DRAINF ELD AND E%I3TING z ROPOSED SEPT T I _S PROVIDED BY NESTOR J. CIFUENTES, < I s f 5 �a E . FOR 2001. m �'erc Af?t :. 15 - 7 4 y LZA rc ' 0 ..� �? , std "%l uvoecx eu&eM W s ,� NOTE: ATE 1 CO1JMIf' I tRS REGULATIONS r �, ST L.F. ELEV. denotes lowest habitable floor elevation.. : ► .,_':` Elev ations shown refeit to N.G.V.D. leg A ° °;-... Lowest AA3acent Grade Elev. B.M. # l 2' ELEV. } � �sv; �a�.�.0 A- Ceft - 46- Garage Elev. = 8 -76 VA4fN: _.--� - E.R.P. 89 Chi i 40X?'✓ '' fr ,afar t , j +r� it- 16t7�1 oe tc+ f a'cc. R;y,�. lexr = .tipA� 4 P PROPERTY OF: 1001 N.E . 96th Street, Miami Shores, k o A BOUNDARY Florida Unless it bears the s a i ?_ a tamed seal and S L A 14 N E_S and GA R C I A INC. the origin of a Florida t hereby certify that the survey � revue- L.B. X2098 BEALE SMITH #5 licensed surveyor, and mapper this rented hereon meets the minimum ENGINEERS - LAND SURVEYORS -.LAND PLANNERS technical standards set forth b the Board drativitig skecch:}tlator map ,is for - �., 61G17-6 FRANCISCO F. FAJARDO #4767 y inforntatigrial purposes only and is. Co to Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 not' w m 'valid . ion M. State are no . ts. easements - on the other than as address: P.O. Sox 56113 , Miami, Florida 33156 a 1 5 (305) 666 7909 - 523-$663 Kf wim E L Y O Fl. land r No. �Z D A T E SCA DRAWN B rDRWG. N 20 /GAL 5070 3 -5 -08 Elevations added. ?(.,-7 4- -22 -08 Proposed Septic Tank and Drainfield and Existing '10-19 -04 '`Recertified ames, Certified To and Flood Information 159610 Septic Tank w/ Elev. and Surveyors Note' added. 10 - 29 - . ris ' i; :. ' and ?4Q ender added. oS ,ec Torus Avv� 211345 "L The following pages were. originally attached to plans with the following permit # C 1RC08 X33 EECE 'E NEW 1" X 10" X CONT. STEEL PLATE WELDED TO EXISTING STEEL PLATE AND WELDED NEW W/ (4) 5 /8 "DIA KWIK BACK P III ATE I 1/4" X 12" X 8" STEEL " EL PL X 4 -0 BACK PLATE W (4) 5 8 DIA. XISTING STE WK BOLT III / 4 " BED INTO - -- XISTING CONC. OR GROUTED 1" X 10" X CONT. STEEL TYR PLATE WELDED TO STEEL 1 4° BACK PLATE. 1/4" X 12" X 8" STEEL EXI TING CHIMNEY DETAIL BACK PLATE W (4) DIA. STEEL BACK PLA KWIK BOLT III W/ 4 " EMBED INTO EXISTING CONC. OR GROUTED EXISTING 1" X 10" X CONL FLU H STEEL PLATE XISTING CONC. BEAM OR GROUTED DETAIL CONNECTION STEEL BACK PLATE W/ STEEL PLATE PLAN DETAIL FOR ME. K MEET EXISTING CHIMNEY �plgApMEI SHORES FLORIDA - 3 Miami Shores Village JOSE L GUZMAN P.E. APPROVED BY DATE MIAMI, i LOR A 33193 Phone: 305-3 3 1 ZONING DEPT BLDG DEPT ?2-12 ( SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS . l Jose L. Guzman P.E. 16581 SW 64 Terraces, Miami, Fl 33193 T. 786.338.1082 F. 305.387.1829 E -mail: Jguzmanalba @aol.com November 25, 2008 Miami shores Bldg Department 389 NE 99th St Miami Shores, FL 33138 Attn: Norman Bruhn Building Director Dear Mr. Bruhn: In response to your comments from August 20 on the revised structural drawings on the LUND residence located ar 1001 NE 96 street in the village of Miami Shores (permit RL08 -433), please be advised that the dimensions for the referenced detail V/S -6) are enclosed in the attached detail. Please note that the design of this structure has changed from the original plans which were submitted. Should you have any questions regarding this clarification, please contact me directly at the following number 786 -338 -1082 Best Regards, Jose Luis Guzman PE 16581 SW 641h terrace Miami F133193 0 i H +r I is I tV to FIREPLACE i E> Q O p O 0 C7 n d 0 �—� 8 —Zw I � 8 -2� 8• —Z. < � • I o t a 8' header m i 8' header N m O . FX STING FLUTE TO BE COVERED EXISTING- XI.- BURNER FIREPLACE COLUMN - TO RENAK i 1 '