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RC-10-1451Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 150045 Permit Number: RC -8 -10 -1451 Scheduled Inspection Date: May 26, 2011 Inspector: Bruhn, Norman Owner: CUMING, RICHARD Job Address: 436 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number Parcel Number 1132060140340 Phone: 305 -892 -6507 Building Department Comments STORAGE CLOSET ATTACHED TO THE MAIN HOUSE Passed Failed 7 fic Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments �v May 25, 2011 For Inspections please call: (305)762 -4949 Page 1 of 17 Permit Number: RC -8 -10 -1451 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 150043 Inspection Date: May 19, 2011 Inspector: Bruhn, Norman Owner: CUMING, RICHARD Job Address: 436 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number Parcel Number 1132060140340 Phone: 305 -892 -6507 Building Department Comments STORAGE CLOSET ATTACHED TO THE MAIN HOUSE t1i ; 57/0/ Passe , S�6 Inspector Comments ,m1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 19, 2011 Page 1 of 1 t • 20 0 10 20 lour ._. GRAPHIC SCALE (In Feet) 1 inch = 20 ft. NoTr.5: 1. LEGAL DESCRIPTION PROVIDE BY CLIENT ▪ NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE • NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY • ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED 285.00' • FOUND 1/2" /RONPIPE ti M ASPHALT Miami Shores Village APPROVED BY DATE 50.00' FOUND 1/' /RONPIPE t 01 o LO H ®O CNI C4 FOUND 1/2" /RONPIPE LOT 8 BLOCK 51 — 1.5' BLDG DEPT SUBJECT TO CalliFLIANCE MN NI. ' STATE AND COW, Rite ANO REGUWIONS 7,5` 22,3' COVERED ENTRY 13UI1-PING #�36 FINISH FLOOR ELEVATION = 9.82 15.0' "cr. 13.2' 9.6' WCA/ r 15'ALLEYR/W= -" 50.00' LOT 16 BLOCK 51 LOT 17 BLOCK 51 LOT 18 BLOCK 51 NE 93rd St LOCAT /ON MAP ,OTM LiG4L DDCe/P'TOM LOT 8, BLOCK51, MIAMI SHORES SECTION2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 37, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. TARGET JOB NO. 155075 FIELD WORK 11 -13 -2009 FLOOD ZONE: X COMMUNITY N U M B E R :120652 PANEL: 0302 SUFFIX L Aoo nv /f}TIoNDDcR/Pr/oN- NC ID. LB NAV.D. N.G V.D, OHL P-K PSM RNV AIR CONDITIONER CENTERLINE IDENTIFICATION LICENSED BUSINESS NORTH AMERICAN VERTICAL DATUM NATIONAL GEODETIC VERTICAL DATUM OVERHEAD UTILITIES PARKER KYLON NAIL PROFESSIONAL SURVEYOR MAPPER RIGHT OF WAY Clyde 0. McNeal PSM #2883 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 6250 N. MILITAR Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY /COMPLETION CHECK LIST vBuilding permit card. Vrveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking paces, Wheel stops, sipping, and all paving to exterior. rtificate of Elevation - (Sealed by surveyor). Expiration date required on the form. A) IP-Certificate of Insulation. to of Soil Treatment (Fnal treatment- original)\ CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment Is in accordance with the rules and lawn as established by the Florida Department of Agriculture and Consumer Services." O1. Ci le.-- Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpi. l I-1Soil Compaction Letter (Density report is required) 'J A -Foal certification letter from the Engineer /Architect (on masonry, truce, special structure, etc) PI I A- Bacldlow preventor certificate (Required on commercial projects only) Certificate of use. (Recorded in Miami -Dale Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Rwklential CO fees $150.00 Saturday, May 14, 2011 11:27 AM Subject: FW: Date: Saturday, May 14, 201111:27 AM From: Ric Cuming <ric.cuming @me.com> On 5/3/11 9:26 AM, " <mip://07335710/ A rcoConstruction@aoLcom> ArcoConstruction@aol.com < mailto :ArcoConstruction@aol.com> " < <mip: // 07335710 /ArcoConstruction @aol.com> ArcoConstruction@aol.com < mailto: ArcoConstruction@aol.com> > wrote: Before staring the project i did talk to the Building Director and 1 was informed at that time that you do not need for storage room a letter from an architect or soil compaction ceritification. In a message dated 5/3/2011 6:36:34 A.M. Eastem Daylight lime, <mipJ/07335710/ ric.cuming ©me.com> ric.cuming ©me.c om <mailto:ric.cuming ©me.com> writes: bo we need a letter from the architect? Forwarded Message From: Arienis Silvers < <mip://07335710/ SilveraA@miamishoresvillage .com> Page 1 of 3 Permit Number: RC -8 -10 -1451 i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 150025 Inspection Date: May 19, 2011 Inspector: Bruhn, Norman Owner: CUMING, RICHARD Job Address: 436 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Residential Construction Inspection Type: Termite Letter Work Classification: Addition Phone Number Parcel Number 1132060140340 Phone: 305 -892 -6507 Building Department Comments STORAGE CLOSET ATTACHED TO THE MAIN HOUSE Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 19, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 A Subsidiary of Lab Tech Research and Development. Subterranean Termite Treatment Date' April 06, 2011 This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and lawn as established by the Florida Department of Agriculture and Consumer Services. Company: Job Name: Job Address: Lot #: Arco Construction 436 N.E. 94th Street Miami Shores, Florida 33138 Dragnet Chemical Used Block #: 80 #155732 Square Footage Invoice Number For Roach Busters 4/6/11 Date FLORIDA PEST CONTROL ASSN. w_ P.O. BOX 941285 • Miami, FL 33194 • 1- 800 - 761 -BUGS (2847) • Fax: (305) 552 -0406 AwBeeeiaeae 46tediell www.roachbusters.org Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 150042 Inspection Date: May 19, 2011 Inspector: Bruhn, Norman Owner: CUMING, RICHARD Job Address: 436 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Number: RC-3 -10 -1451 Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number Parcel Number 1132060140340 Phone: 305 - 892 -6507 Building Department Comments STORAGE CLOSET ATTACHED TO THE MAIN HOUSE Passed/I Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 19, 2011 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 C -11704 SECTION A - PROPERTY INFORMATION Al Building Owner's Name RICHARD G. CUMING AND JOHN F. LALLY F€ r tnsurance'Company Use_' Policy Numbe A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 436 NORTHEAST 94TH STREET tpany NAIC Number City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) MIAMI SHORES SEC 2 PB 10 -37 LOT 8 BLK 51 FOILO # 11- 32 -06- 014 -0340 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. 25 °51'41.01 "N Long. 80 °11'18.33 "W 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 8 A8. For a building with a crawlspace or enclosure(s): a) b) c) d) Square footage of crawlspace or enclosure(s) 300 sq ft No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 2 Total net area of flood openings in A8.b 251 sq in Engineered flood openings? ❑ Yes ® No A9. Fo r a building with an attached garage: a) Square footage of attached garage 0 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State 120652 CITY OF MIAMI SHORES MIAMI -DADE Florida B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12086C0302 L Date Effective /Revised Date Zone(s) AO, use base flood depth) 9/11/2009 9/11/2009 X N/A 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 B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ❑ NAVD 1988 IEI Other (Describe) N/A ❑ Yes ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized DADE COUNTY BM # N -603 Vertical Datum NGVD 1929 Conversion /Comments N/A a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.82. b) Top of the next higher floor 10.71 c) Bottom of the lowest horizontal structural member (V Zones only) N /A. d) Attached garage (top of slab) N /A. e) Lowest elevation of machinery or equipment servicing the building 9.82. (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check the measurement used. feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) f) 9) h) 9.09. ® feet ❑ meters (Puerto Rico only) 9.51. ® feet ❑ meters (Puerto Rico only) N /A. El 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. / certify that the information on this Certificate represents my best efforts to interpret the data available.) 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. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name Clyde O. McNeal License Number 2883 Title Registered Professional Surveyor Company Name COMPASS SURVEYING Address 6250 N MIITARY TRAIL #102 City West Palm Beach State Fl ZIP Code 33407 Signature Date 5 -2 -2011 Telephone (561)640 -4800 FEMA Form 81 -31, Mar 09 See reverse side for continuation. Replaces all previous editions C -11704 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. 436 NORTHEAST 94TH STREET For Insurance Company Use: ,' Policy Numbe City MIAMI SHORESState FL ZIP Code 33138 Company NAIC Numbe SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments ELEVATIONS IN SECTION C2 -E, IS ELEVATION OF A/C SLAB. LATITUDE AND LONGITUDE WERE ACQUIRED BY HANDHELD GPS. Signature Date 5 -2 -2011 ® 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. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. C -11704 For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 436 NORTHEAST 94TH STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number 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. C -11704 Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 436 NORTHEAST 94TH STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 153743 Scheduled Inspection Date: December 01, 2010 Inspector: Bruhn, Norman Owner: CUMING, RICHARD Permit Number: RC -8 -10 -1451 Job Address: 436 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Addition Phone Number Parcel Number 1132060140340 Phone: 305 - 892 -6507 Building Department Comments STORAGE CLOSET ATTACHED TO THE MAIN HOUSE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 150020. PROVIDE TERMITE TREATMENT CERTIFICATE 11/29/10 NB November 30, 2010 For Inspections please call: (305)762 -4949 Page 26 of 32 A Subsidiary of Lab Tech Research and Development. Subterranean Termite Treatment Company: Job Name: Job Address :' Lot #: Dragnet Date' November 29, 2010 Arco Construction Corp 436 N.E. 94th Street Miami Shores, Florida 33138 Block #: 81 Chemical Used Square Footage 150559 Invoice Number Date P.O. BOX 941285 • Miami, FL 33194 • 1- 800 - 761 -BUGS (2847) • Fax: (305) 552 -0406 Pobeaea,co¢ANowie,t www.roachbusters.org FLORIDA PEST CONTROL ASSN. w REA Miami Shores Village Building Department 10050 N.E.2nd:Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING / 2 Owner's Name (Fee Simple Titleholder) ' VA (,f Phone 3 U� Owner's Address 4'- (D .\ ; k= 94\ `>t City 4 . - t,teft.y-) State 47:C Tenant/Lessee Name Email Permit No. 112C 0-4 Master Permit No. Zip ( Phone # Job Address (where the work is being done) 4 3 N City Miami Shores Village FOLIO /PARCEL# Is Building Historically Designated YES County Miami -Dade Zip NO Flood Zone Contractor's Company Name A 42.1c, CON ST eL 4:.%'— 01\.) Cap Phone #.. Tr �; a Contractor's Address %'7— I City �t. C ) L4 State 1 Zip Qualifier Name 1 -C-2-_> Y.: Z _ Phone # • 3J� — �ci - ) 7 State Certificate or Registration No. LL:R . .f =fi(C J Certificate of Competency No. 'Contact Phone Architect/Engineer's Name (if applicably).. E -mail Value of Work For this Permit $ ; O , 1) 0 Type of Work: It 3ddition [Alteration Linear Foota ;Of eW , , `°k ,,t.t : �(3: figoair Describe Work: T(01)... A Cro LG" . ar .Fri , °. . • r_ ; Phone # 1 ork: j 7 eplace 0 Demolition ' rc Z .•'fl —TO O CYl -Psi t`S ******* * * * * * * * **. * * * * * * * * * *.* * ** * ** *.* Submittal. Fee Notary $ Scanning $ Radon $ Double Fee $ Violation date: Structural Review. $ . e ° 4 64c7,09. - t 12 0 Permit Fee $ ** *Fees * *. * * * * * * * * * * * * * * * * * ** 76" CCF $ CO /CC $ Training/Education Fee $ Technology Fee $ DPBR $ Bond $ Total Fee Now Due $ it? 9)1, 11'7 • See Reverse side a Bonding Company's Name (if applicable) Bonding Company's Address Cite : State Zip Mortgage Lender's Name (if applicable) No / ,1 ortgage Lender's Address it State 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, rELLS, POOLS, FURNACES, BOILERS, HEA'l ERS, TANKS and AIR CONDITIONERS, OWNER'S A AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable FM le 1a regu�la"ting construction and zoning. o- '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 RORDING. YOUR NOTICE OF COMMENCEMENT.'' Notice to Applicant. As a condition to the lsaance of a building permit with an estimated value exceeding $2500, the applicant must promile 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. f Signature Own or Ag The foregoing instrument was acknowledged before me this day of .E ` ,2Oate' ,by' 'Ii11' ' w a pers.-t-7, - y known to who has produc , = As identification and NOTARY PUBLIC: Sig Print:),L My Con fission Expires: ann,,, NATASHA O. BY `Bi►"� %'�. Notary public - State ct Fl =MyCom on Expires Jun 27. P�: Commission ti 00 689 Ash of FN..* _ Bonded Through N�ionaiNO Y actor e foregoing instrument = eknowledged before me this„4 day of ; 20, by who is personally known to me or who has produced as identification and who did take an oath; Florida NOTARY PUBLIC; \,`'�y3?1' Sign: Print: My Comnli 4t** *Je * * * *ri�'k/r3Cf'creak°c * **k+. tie * * *'.tdF *roF *7Y�Sr &dr *kar6:47k k Jt7'e�bi:Y *9t *ek ►I'PTI itED'BY /°/ig11 �'rAtd..Plans Examiner / Al Engineer Revised 07110 /OlXRevised 06110/20»9) "`fit e1 a mkS d _ - t * ** * Zoning Cleark checked NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1 111111 1111111111111 111111111111111 1 111111111 CFN 2010R0725771 OR Ek 27467 Ps 11401 (1Ps) RECORDED 10/26/2010 09:24:57 HARVEY RUVIN? CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: 4 f eq4 C st-ber-eri- tAttc 2. Description of improvement: 3. Owner(s) name and addre Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: • : A 17 SATE OFJRIb� Ct7l7i�ii '� E ' 5. Surety: (Payment bond required by owner from contractor, if anYYYYUUUUHEREBY CERTIFY that this ' .. yr. ..yofthe Name and address: Amount of bond $ Original filed in ti 6. Lender's name and address: W!TNE HAR By 0 AD2i? my hand and . ''ciat Seek RUVIN, C , of C end County Courts / I D.C. U o . CLERK . 0: y w.f..m wm 7. Persons within the state of Florida designated by Owner upon whom notices o' ther documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: ®K i' €-i S 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: a 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a g ' eren da Si ature •f.i+ specified) Print Owner's Name 'Eck4N (._ALN Sworn to and subscribed before me this 5 day of Notary Pu Print Notary's Name My commission expires: 2010 Prepared by Address: 1./&* V Oi i a-% irf0 123.01 -52 PAGE 4 W02 2°7 My Camshaft • 0008996. p, �►.r� ♦d a12;),l 10 — tics-61e Permit No: 10 -1451 Job Name: October 22, 2010 Miami Shores Viiiage Buildin g Department artment Building Critique Sheet 2nd Provide the approval letter from HRS. 2) Provide an electrical permit application. 3) Provide a roofing permit application. 4) Provide a demolition permit for the accessory structure. ‘ O lb_ I 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 1Vliami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. GO— k1—,7 Job Name Date _ Z Z1/m STRUCTURAL CRITIQUE SHEET SA ee? `y F er latsi i- V s , d 1 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Expires:Not Issued Folio Number:1132060140340 Owner's Name: RICHARD CUMING Job Address: 436 94 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: Total Job Valuation: 83 $ 9,200.00 Contractor(s) ARCO CONSTRUCTION Phone 305 - 892 -6507 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 10/18/2010 : Yes Comments: 15 FOOT SEPARATION DISTANCE MUST BE MAINTAINED BETWEEN RESIDENCE INCLUDING ADDITION AND ANY ACCESSORY BUILDING. ACCESSORY BUILDING APPEARS TO BE CLOSER ALTHOUGH DISTANCE TO RESIDENCE IS NOT GIVEN AND NO SURVEY IS PROVIDED. 10/18/10 NEW PLAN SHOWS GARAGE BEING REMOVED OK. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: C / 0 /y r% DATE: Oc59 E y 10 I , j 1-P r Contractor ❑ • wner ❑ Architect Picked up 2 sets of plans and (other) CoailL-&-ttor,1-3 Address:.' /t/ S ' 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 CLERK INITIAL: RESUBMITTED DATE: 10 PERMIT CLERK INITIAL: Permit No: 10 -1451 Job Name: August 23, 2010 Miami Shores Vi lage Building Depart ent Building Critique Sheet 10050 N.E.2nd venue Miami Shores, Florid 33138 Tel: (305) 7,,5.2204 Fax: (305) 7 6.8972 Page 1 of 1 1) Plans must be approved by HRS for the septic system. 2) Provide receipt from Miami Dade planning and Zoning for impact fees. 3) Corrections for Structural and plumbing must be completed. 4) Provide an electrical permit application. 5) Provide design wind Toads for the door. 6) Provide product approvals for the new door. 7) Detail 1/A-3 shows a wood buck behind framing but it is not identified on S1. If no buck provide vapor barrier for non treated members. 8) Roof sheathing must be fastened with 3 nails minimum in a 1x8. 9) Provide a roofing permit application. 10) Identify what an 8g nail is. 11) Provide ceiling height. wood Plan review is not complete, when all items above are corrected, we will do a complete plrn review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 10 -1451 Job Name: August 23, 2010 Miami Shores Viiage Building Departnient 10050 N.E.2ndlvenue Miami Shores, Florid 33138 Tel: (305) 7 5.2204 Fax: (305) 7 6.8972 Page 1 of 1 Building Critique Sheet 1) Plans must be approved by HRS for the septic system. 2) Provide receipt from Miami Dade planning and Zoning for impact fees. 3) Corrections for Structural and plumbing must be completed. N.4 Provide an electrical permit application. '5)) Provide design wind loads for the door. 6) Provide product approvals for the new door. 7) Detail 1/A -3 shows a wood buck behind framing but it is not identified on 3.1. If no buck provide vapor barrier for non treated members. 8) Roof sheathing must be fastened with 3 nails minimum in a 1x8. 9) Provide a roofing permit application. 10) Identify what an 8g nail is. 11) Provide ceiling height. ood Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheei{s and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Faxe I — -/("( Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060140340 Owner's Name: RICHARD CUMING Owner's Phone: Job Address: 436 94 Street Total Square Feet: 83 Miami Shores, FL 33138- Total Job Valuation: $ 9,200.00 Contractor(s) ARCO CONSTRUCTION Phone Primary Contractor 305 - 892 -6507 Yes I Planning and Zoning Criteria and Comments Approved: No Date Denied: 8/16/2010 Comments: 15 FOOT SEPARATION DISTANCE MUST BE MAINTAINED BETWEEN RESIDENCE INCLUDING ADDITION AND ANY ACCESSORY BUILDING. ACCESSORY BUILDING APPEARS TO BE CLOSER ALTHOUGH DISTANCE TO RESIDENCE IS NOT GIVEN AND NO SURVEY IS PROVIDED. 1. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 \ 4-6 4 Inspection Number: INSP- 156571 Permit Number: RF -11 -10 -1965 Scheduled Inspection Date: March 03, 2011 Inspector: Bruhn, Norman Owner: CUMING, RICHARD Job Address: 436 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: A STAR CONTRACTORS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060140340 Phone: 954 - 922 -5990 Building Department Comments NEW ROOF SMALL ADDITION TILE COLOR THRU Passed g /i Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 153093. 3/2/2011 CANCELLED BY MARK March 02, 2011 For Inspections please call: (305)762 -4949 Page 12 of 16 Lab Report No. S10-1128 FLORIDA Providing Solutions to the Roofing Industry C.A. #: 26095 Lab Certificate: 09- 0715.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERT Y ADDRESS: 436 NE 94 Street Miami Shore OWNER: CONTRACTOR: A Star Contractor TILE TYPE: Spanish "S" ATTACHMENT:: PolyfoamTM / PolyproTM Testing Equipment: Digital Chatillon DFIS 200 PERMIT No: ROOFING SQUARES: 1 ROOF PITCH: 3:12 INSPECTOR INITIALS• Andy TEST DATE: 2/18/2011 No. RESULT No. RESULT No. RESULT No. . RESULT -- ,. No. - -- RESULT 1-4 Passed THIS ROOF HAS: PASSED 1I FAILED FITHR. STATIC ITPI.WFT TN ACCfRT)ANCR WITH MIA1V1I—IIAIIP. COT TNTV TAR 1116; Reviewed by: c3J II Alberto Card d na, i'.E.-Lic #17138 "ROOF SKETCH" FRONT 10735 SW 216 Street 416 Miami, Fl 33170 www.floridatec.net Tel: (305) 256 -4550 Fax (305) 256 -6833 Miami Shores Village Building Department 10050 N.E.2ndAvenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) R 1 C CL Owner's Address I3 f N / 9 City State / (� Tenant/Lessee Name Email Permit No. Master Permit No. 10 — xis] Zip Phone # Job Address (where the work is being done) ___21,136 ,,14�. 9 City Miami Shores Village County . Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name p Contractor's Address ) Li Oft j ,Id �O / �I Name / City Flood Zone Phone # State '/ Qualifier 4 ("1 J -L' Certificate of Competenby No. .Zip 234V1 Phone # 2:77, p9) State Certificate or Registration 'No. C CC V P5( Contact Phone Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ / C)D Type of Work: ['Addition ❑Alteration Describe Work: Square / Linear Footage Of Work: PO ew ❑ Repair/Replace ❑ Demolition J� /)/I old �Q• J; Submittal Fee $ Permit Fee $ Notary $ Scanning $ Radon $ Double Fee $ ees * * * ** ®c) * Training/Education Fee $ Structural Review. $ h 002 *M8 cliIN * tIe2 +' ****.4: ** DPBR $ Violation date: t ; t 3u s 6i ert�3l+ c :CC,7.1 ae„ Technology Fee $ Bond $ Total Fee Now Due $A 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 CONDITIONIIRS, 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 comma ' ement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued/, In ° 9 absence of such posted notice, the inspection will not be aiproved and a reinspection fee will be charged. Signatur The fore day of q er or, ,, gent oing instrument was acknowledged before me this ,�o10,by, j e��nvvI .J who is pers i ally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: if 8-4-1AA,ao,-) AI tab Sod My Commissio * * * * * * * * ** ** APPROVED BY .a DOREEN ROBINSON +. Notary Public - State of Florida _ 1 My Commission Expires Apr 30, 2011 Commission N Assn. Signature Contractor The foregoing instrument was acknowledged before me this ' 4' day of to ' C , 2010 , by 01:4 -K ( g/i cacf: / ho is personally known to m' or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: ';',71,1,6i : � ° Print: IL ` /c1 My Commis c v N,04 Notary Public State of Florida Sylvia M Rogers o My Commission DD901060 • s 06/30/203 * ** Plans Examiner Zoning Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked BUILDING SECTION dt, 98 CONNECTORS ® OVERHANG BEAM [,l] CM - 001101 a- *LAD oN coactuaas Ito 09 sofa aaaa&Oas m B 0d0o0tata 0099 0 00 ad 00 tbaseska codboo Rd= ardso 000 Aanotte stas 000 aawan adaa 00 ad 000 sao stol a Is 00 a haI — 0,00 04 mq aMaest m oats Oma IY 4Mtlaa ado comb aa/a 001 cobs erd 040 to r 'W.04.1,1111 the Istad, at back I l 0000 tot Oa m 9 Wa al Ma atideed tan pa bao 0010 asadoor nabo0 be oak a n b earosted s be �M*basola 0 aap o�aO Wm 00000 Mop a00 004 ad odadega boa 00am mm WO 010 00 h Baits der aberbso v016ws aaa abson iota a shit N dinar aaebl costa akin 00 aadar0 00 a p* 000 01000 SO 001000 beta aumCa d9a doaaa tot eldest _ 000 -a ado! be aaaba v r . adobe SS - amaba a beffim Ma salsa tba Oi bona ail 000,00 1000 Mao alaib** dadaado -oar 0boad to-00a Ob 00 dd at°to obraoH to 6gtblo * oasts 000 a doloot t beardit l0 ba Bt tkapad Oiablaam Ida pans* en said bandm Ohs p ta.OgMa1- dippo— oast 3sta aaadap a- 00006aaaan0app 1stip a�ag0 0A�a7H, Aoogma0or:so 1001ammlabpal�m 000 � 'ma°ISawhalr ha am, sow somem 0a ld 0rat 4bw Bann da eOH aaatatwoodaoa Eata w be 00 stabs 001 In Who 000 tarfaw admen*. oboe .rap :0 b a aaamaateasaa/ 00d gala an mat emi sae otauel to 0s adbp aaeoa. a. yd to bag aft 00 ►aae +k06 0t a as iras ssa u 0 0-00 a aweoadmt sasast as seam. m�aaaede massm t) Oman A salla0 al t) aamaae beano WI b. tan b ma to m lG as mm eam -dap 0001 ZS a.as -a aaa7aaa D0aaaa ame daft dab tot mar- momAssn.am Maned v/e,e -0l4 dad t$ dap la a i is av tope main as a 0000 se (00 A 070 0090 pae b amYm6 tb g nildba==b0YOtam 1110a 00 000 01 Oa 000 oast b OaOtaa Om pas 414=11,4 aeaa etalaso a the 00ra senr 0 dotal. 000 00100 0001M 9 0 000100 1/1 °2 000 0900 mph b tl om mfaala 090 0010 110 At Onble hm — Oda 4- Oast 10 9eA •area 0n ya4opA btlPOmab 40 00 0t bin Wi ro�aa Wbosol as ms 10010 abadm-a be 0050 MN A- 10 Ribo dead 6100 d01 ataaa bAbdPo. maaash doll tast00 hos ad to00 dbod sac mlaamat ma as raeae mash doe spa be and -!' 100 trant 010 00a as edam - /Mr d -W o Pea Bala 90 100 to the m b slam auto ON cw tae 0r'a -tze mb 0001 Rml r abmae000 0002 — a LOa PO east m t e0bl� a0aaaa nos aaa/a eft** 1•. sae amass and. -trams a b atom. aatsat / A� e / stop alone *Os Aaaiaa names Odnaaonaam 010 s 80 0b on estpesn aaadaa oh m lm / Aim e./ boa o tOa0011a a0 da0 bYamal001 amass 0011a 0a eb aadYa6 asttto 000 0t eaataatrgabots0 a000 emmampt mwa-am Veda* 000 made a Waal to P-G stall. 100 NOaaaar abe t0m8 amp fast aaa0 wa0w laaapaRleaw®haa4a wad ajta FOUNDATION PLAN Et sail WD BEAM CONNECTION rs Q i 0 - �mTCIMO aaa g0pseamar. masaaaaa.� *swain= STARTER COLUMN al g] STRUCTURAL NOTES ARNbQ lt loalosababsabli000 6 or ti ooc p2 < w sit 3U Lu - o 1 }05;a 1 m nb W gi TYP SECTION ® 0 IMO ""="01070.r." b000nason STRUCTURAL PLAN SECCIONS. DETAILS 100 S-1 SOUTH ELELVATION tis 1.11114A AIA'110411 Ai1I1 AIAi�1��AlAlA1 i�IIhAI�1A1�I�1�l�I�rMt�rA 1 ArAjAIAtAIAtAyik 411rAtatitA r��� 1 ,' rf_i�E :►iii r. rh ,n 0.001r!11r r1r1t4.4 !WI NEW AMMON D Z STRUCTURAL ELEVATION E43 111 NOT USED EAST ELEVATION ROONNOMTIMITOWCFON (0111T®noRaAwnT v :ergo P.r.8011114901 P8Y9PRBROANDPA9i1® autm18047+1e SLOPOTOMAIM oaetwe ROOF UM PROWIEDASIDNUNIED 0 :0 NOT USED 0 ROOF OVER HANG SECTION El OBIACHAIDINTNg1OPAL PPNPAREI FORMAN 191T ADD PREPARE RIMERS PAID MOP TIM FOR NSW WO1R. ROOF OVERIONS SEPARA7ea MNmAaroaro mwrEacATwE WFRICRINEA pRownemodeeruawmAsavnales,AND alumnstAsestomt CONNECT TO CROWS NSW LOCATION POMO MS -MA REOCIIINEOT e1 ING Oi80D/0 ECT ME AND PRP•QABfCO1WEIE PANS) MIK DENFOLMON PLAN al 4 16664a 66P1100NW9W6OgWD198g6gBPoA66pPq�q WAp�R168/419N9dtIMIDOL ITT 006 .611E *ARCM coaw6Na R661=6•6NU.8M6177n + av + v6o6®i661m A6�Y90fA1lAttl C6me6P666016®N6r8Br A6M 06601616 0666666000 Who AUOimpx. fi 014/CNPW�mmswl 66160p8 �6X6p6 O6N6'roIOWO916661p6o01: RRmwx61q0166. tgNF016 p6EE111pM 0166 6tl 660666m6a66La 410.66 COMM Emoti11M�1611)660,11M1/16xRtD1M i60NN6�,yVMF1�a 61611 16 066/660160 16,0061016066N0P116 02WE66011WA6600616166666. a 66g7M666OMIPSI ENOMIS1161O1TN61tAUT61E9110ff619666O6N6166a61666010EIM66 P0101161 61660106¢liAA6i1666M 660611001666®1640210 1616N,1/01661a6M 6 0041WO1W666606T6 @61000661.Y60W.N600N66Mi6A1616 61M16>a01®0H1A09T661tl.'. 9. ALLO6M66XMC618 LL® PWO61( 6N∎ 40064i6ppw01ALL000E6 ,661616NN66P616 6 063 6660 6 q�IIRNIN.N66 t6FMtU PO6B®6iFA61iW6AM416N316198000BM FLOOR PLAN ® 6R. 01666600 ®Ri0MID0A6 8067M10PR6960TIO1A16NOHOPMOEA 1B'6NNOI6101t 6l6 MOAK nmE21rormv aweemMUi ov+ xnu�waw�ao61316165 6 161. YIIMit6GW1f01MM80.06gI61ftYlW0AW .666160166606LY 11dO61667m P/ MffINEDIAN6661. 1 PAP r t4 �0a 6NPP66A6 6,1161 aauS6wtee 6sm ta 0601610061866®66160010.31GMA6 6aA6'52130666T 20166046600 .41641616. 066iW6861616646.1.001MW160A/6 N fl6Pi6VSKIM0F16661=61616.0 6861L6166W6T6MA6A166N6 060H6NWA160W7.6W816A8/00166 06606 N.ALL 10. 60610116 06170660011661® 0Y6101 6166RL06666616L16A0RTR6606A1 GENERAL NOTES D 11 .1•AN..usn SITE PLAN SYMBOL LEGEND AZIArlingtr. blawaleat assoulormsom• sea seww. COVERSHEET INDEX A-1 um LALLY CUMING RESIDENCE - STORAGE CLOSET ADDITION TO EXISTING SINGLE-FAMILY RESIDENCE 438 NE 94 ST MIAMI SHORES, FLORIDA. 33138 ZONED: R20 (RF.SIDENTIAL) FROARNT e SrTErBeTABACACK 2--0 SIDESEK 1:0* • fORANDATDRD AT 2-0 RE ce 10 1 OCCUPANCY TYPE: Re-FIESIDENTIAL CONSTRUCTION TYPE: VA APPLICABLE CODE: FLORIDA BUIUTING CODE 2007. RESIDOMAI- FLORIDA BUILDIND CODE 2007 - OUSTING MEN. LOT ME* yoo =Fr, ACTUAL LOT AREA: 075 =Ft myt ptooR AREk tow =Fr. ACTUAL FLOOR ARP.A: 2.064 eQ.FT. MAX i•IBIONT: 30'.0` PHOL LOT COVERAGE 50 % ACTUAL HEIGHT: *217-0° ACTUAL LOT CCIVERAGE: 32% MAX. PAR 75% ACTUAL PAR 37% EXISTING FLOOR (NO)* EXISTING GARAGE, PATIOS (NONAJC). 9,093 ADDITION 435 83 s ;,,, ,—, 1 t---;-7-; 1 'Th gggampEamo ' - ' ' -• ...So 0',(P), , i 1 l I I 1 I , i 1 LEGAL DESCRIPTION & LOCATION MAP ' 1 I Z AI . mit/4 11111D 16 1211E1 A .-.1 (4,1 g I N:t cv . ..-1 1 1 I 1 I EXISTING 2.STORY RESIDENCE i I 1 t..... I 1 g I ct:i 23 19 15 11 7 3 2 • ll 22 18 14 10 6 21 17 13 9 5 1 Es ,■ TOTAL ReaDENcE. 3,eii NOT USED 0 M SEY1 PROJECT DATA CI in PARTIIRINNALL BENONBErdiNi as= SCEMMEIBLOSIC ARCHITECTURAL DRAWINGS , / ' r'/' f :, 4 _....,,, ird cam 1 MEAL Irrir 8EPTIOTAWKWAP ..= r MOMS memo swap , I I I :I= YOBS REMOVED Erag"Tit = NEWPAITISON no COWL ASA. warrior 7,,-;',.LK2E:1- • , ■ • A-1 COVERSHEET A-2 PLANS AND NOTES A-3 ELEVATIONS AND SECTION . STRUCTURAL DRAWINGS I I 1 I 1 11)..„,BE 1 WWWWWE 'PEA:71r i j gainagiananin 0 g DA--PARIPECINTWO EggiBESEM ■-ROOM NAME 13) smear vor mama OD DPEADIUMBER REY AN2M0027. ,, ta.....va . azetumagi ({§b ECOPPMEtiMPE MMUS= EOM .... 8-1 STRUCTURAL & DETAILS MEV (P) ALLEY Eb SITE PLAN SYMBOL LEGEND AZIArlingtr. blawaleat assoulormsom• sea seww. COVERSHEET INDEX A-1 um A B SU ST 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Applicar?n Form. Section A (General Information) Master Permit No. Contractor's Name t9 d4iStr– a_ Job Address (13 n/ HY O Low Slope O Asphaltic Shingles Process No. ROOF CATEGORY o Mechanically Fastened Tile O Metal PaneUShingles dMortar/AdhesIve Set 7 [le 0 Wood Shingles/Shake ; Are there Gas Vent Stack0. Yes 1 No Type: Natural J LPGX 0 Prescriptive BUR-RAS 150 ROOF TYPE /New Roof 0 Re-Roofing 0 Recovering 0 Repair 0 Maintenanca ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) — / --- Section B (Roof Plan) n: Illustrate all levels and sections, roof drains, scuppers, overflow . ;•0. I., : , • I : o ...._ secuurus aum 111719‘1711Pr %.3,6P:7 V a..] a . . verflow drains. Include dimensions r mons ons of elevated pressure zones and location of parapets. 4:111 .. P wirmseliWA.0.43,,iffiaOM rjwsomp...mtifluellseimaingresuealuse. , lid ltc.b ,K .'enliillim FE rassanumess '., ir .11. I Mil '1# mis MnINIMMUMMII •44 ':, "In 't.,:op, .':... ammileaminayamm • ....t1;- OW ,. 8,...nies... lam IURUR 111.1115.0"L , 14 0 WO 1 MEN MERU • SS' a - • : Innair.. - r na _H_Lt1.-:_i_ _..1 a - -__i winalricK•gr.r.aigual• a $ NJ • immeonmanisms Ens _fink Er A mum* man..00 _ 71. Mil an ri_1111.In 4 _t_ lessausausimirt 111 a -H • Nammnummil innIMINIntialkili: Ir• am Al Intl. _I ! MillinrairnAlla lerilliillAUll III 1 • _I • IMO - TV • ■ ] ± NW 11111111 __I :CI iliia•Uniill I _l II LI 1 I Jii ' I__ ....t ..1 --4 jr- MIK -4 --I 1.q11111:1:41 k • si ■ 1 ..mairAs415.11M —......„...... kr AIM • al L 1.4..R. ga, ulmv--i • ill 1 _I Th-- • — 12a=t7777InEliMt)tleugalsofift.... - Ifigri P.00,....mo Rijn I _ PPRO -''• -i:,.4 INING D DG DE '' 3JECT TO ■TE AND C(. '' annieneaq -1--- __,_....,_ 4 j _... ... t 1, • • SU as, 1 • ilanullIFIng n I 101_, , i iim PMMI•16.4111144 .;11.-.,-;_. Alum _..i4 1..._s qiM . in NI IONIMII:111 II E., /it MUM -1_: MAI ., . _.._ - .4 _l_. e ... 11 __. Una V ailmic i• golim.."--- 1 ••• Nommot aim um nom r - MAI ell `"7..4. - _oe num -44rtfral FAtid, . n ■'' 1- 11.11! i L U-I i . I. Fl us '+ ..1,..1.1_1_ -_-1-' 41- _, -i--11-.1±.1-'- - 1r--" , . 0 ■ - V; --iakim _ll_f_m ' .. • MP ['Alt' arat---- t J,-... 7_, - 1 _ _ _. . -LA- -__H us _1,...47_1_,__ ,___, 1_,_,_._._._ ... . i , ; i _J.., 4_4_. _4 • i -,- 11-j- --1-L '-'-4 4 1::- 1_11-1 ! 1 • _ 1-.1. 1T, i .L.:_.1. -L...-.1_.4......- , ....._, - _,......1 _ - _J_ Lt . i . • . _ __ - - _z_L. eallinSIMIIMM- rairuliiiia -1-1 _ I t L-1 _ --I-1-1- '-P- __.__,_ _ . .4 23 01.48 5,03 PAriE 2 Florida Building Code Edition 200# HIQh Velocity Hurricane Zone Uniform Penult Applicatiob Form. Section E `Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compared the values for Mrwlth the values from M i. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method Is acceptable. Method "Mo ent Based Tale Calculations Per RAS 127" (Pt: �• J ` x A oC h.. i ) – M8i °t ° bit � • NOA Mr (Ps: x k -'mil'`°' 4` •3.`.5) –Mg: i�` d{ mi f NOA, Aft (P3:7/6.. .t x X ° e51 �Jy„9 / M, �7 3 j NOA Mt Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below NOA b1i Mr Required Moment Resistance* Mean Roof Height — Roof Slope 15' 20' 25' 38.2 30' 38.7 40' 422 2 2 344 38.8 3:12 32.2 344 38.0 374 ` 39.6 4:12 304 322 33.8 35.1 37.3 5:12 284 30.1 31.6 328 34.0 . 6 :13 264 28.0 29.4 30.5 324 7:12 244 25.9 27.1 28.2 30.0 *Must be used In conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the 'values for F' with the values for Fr: If the F' values are greater than or equal to the Fr values, for each area-of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt ; xi: '° i w: a ) – W:._ x cos B: —= Fri: NOA F'_ (Pa :_xl: _x w: ) –W: x cos 8 := F,�: NOAF' (P3 : x I: x w: _ ) – W: x cds 9: = F 2: __ NOA F'_ Where to Obtain Information Descri . tlon S of Where to find t -:, en Pteasme PI orP2 orP3 RAS 127T , • 1 ar by au - .27°-1.. 7 . r! prepasedby PS . - -, oa AS423 H 'n Roof Helga H Job Site 8 Job Site Actodynatak Lo h NOA Resenting Mamas doe to aunty NOA - Atiac mots Elmo Na Aeettiredilomat UM= Csicuis*ed sdb>iomtn �� P NOA _ _ I4 Wadded 1 AvorsiofilloWelibt W N I The 1eagdt NOA w- widen l° All aleniadona tuost be submitted tole B&W MIA at Ste time of nesmlt andentim I Florida Building Code Edition 2004 High-Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Notice of Acceptance Number: Minimum Design Wind Pressures, lt Applicable (From RAS t 27 or Calcu)ations): PI: P2: P3: Maximum Design Pressure (From the Product Appro6,r7149pecific System): Steep Sloped Roof System Description Deck Type: !f Type Underlayment: T .#30 Roof §iope: I : 12! \ Insulation: \ Fire Barrier: [Ridge Ventilation? Fastener Type & Spacing: I " L r— ( Pskii) v _ ) \ Adhesive Type: r h Gf- \ \ h C Type ype ap Sheet: f cf‘j Mean Roof Height: i i i \ Roof Covering: \ ii 1J \ Type & Size Drip L d'oL? I) Edge: 1 FLORIDA BUILDING CODE — BUILDING SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. f'' 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in ccordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building C e. (The roof deck is usually concealed prior to removing the existing roof system). J}1; 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring unit's (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /Dr owner should notify the occupants of adjacent units of roofing work to be performed. jv, ._4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vi wed from below. The owner may wish to maintain the architectural appearance, therefore, roofing ne it penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may ca se 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 roofi system is removed. Ponding conditions should be corrected. r, 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. _ 4 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic venation shall not be reduced. It may to beneficial to consid_ additional venting which can result in extending S je s ice life of the roof. Date Property Address d Permit Number Rev:1120 /2005,Computer Services, Building Department ctor's Signature Florida Building Code Edition 200 High Velocity Hwrlcane Zone Uniform Penult App11 . F Section E (Tile Calculatlonsl For. Moment based tie systems, choose either Method 1 or 2. Compared the values for M,with the vainer from M i. If dire Mr values are greater than or equal to the Mr . values, for each area of the roof, then the tile attachment method is acceptable. (psi (P3 - �Method 1 "Mo ent Based T _ � d s.� a - ' -Mg: r x )� 9.C3 ° �, - Mg: .1 �(} a 3 Q l��) — Mg: Nculatlo s Per RAS 1274.. h� Qo NOA Mx66 3 �.e NOA 144 66 . ) Mir / / NOA Mi 66'°7 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below NOA Mt Ur Required Moment Resistance* Mean Roof Height — Roof Slope 15' 20' 25' 30' 40. 2:112 344 38.5 39.2 39.7 42.2 3:12 32.2 344 38.0 374 39.8 4:12 304 32.2 33.8 35.1 37.3 5.12 28.1 30.1 31.8 32.8 341 5.12 264 28.0 29.4 30.5 32.4 7:12 244 25.9 - 27.1 282 30.0 •Moat be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Riles and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area -of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi;ai: Q_Y�; =)- W : cos ():= Fre__ NOA F' (P2 : ___ z 1: __ _ _ _— x w: n ) - W: — x cos 8: = Fi2: NOA F' (P3: —Y1: = x w: ) -W: xcdsB :.__= Fri:__ NOA F' Where to Obtain Information MIA MMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Coma Cast Corporation 4385 SW 70th Court Miami, FL 33155 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 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 described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Colterra "S" Roof The 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 NOM01- 0904.04 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 06- 0705.11 Expiration Date: 11/21/11 Approval Date: 10 /12/06 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Clay 1. SCOPE This new roofing system using Coma Cast Colterra `S' Clay Roof Tile, as manufactured Coma Cast Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Colterra `S' Clay Roof Tile Trim Pieces Dimensions Length: 18" Width: 11" varying thickness Length: varies Width: varies varying thickness Test Specifications TAS 112 TAS 112 Product Description High profile, one - piece, `S' shaped, clay roof tile with a single roll. For direct deck nail - on, mortar set, or adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Dimensions 30"x75' roll Rainproof II 36" x 75' roll or 60" x 75' roll 36 "x75' roll Ice and Water Shield Tile Nails Tile Screws Roof Tile Mortar ("TileTiteTM") Min. 10dx 3" #8x 2 Y2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A Test Specifications Product Description TAS 104 Single ply, nail -on underlayment with 2" self - adhering top edge. TAS 103 Self - adhering underlayment TAS 114 Appendix E TAS 114 Appendix E Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Manufacturer Protect O -Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NOA) Generic (with current NOA) Generic (with current NOA) TAS 123 Prepared mortar mix Bermuda Roof designed for mortar set roof Company, Inc. tile applications. (with current NOA) NOA No.: 06- 0705.11 Expiration Date: 11/21/11 Approval Date: 10/12/06 Page2of8 Product Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140 ") Roof Tile Mortar (`BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive ( "Polypro® AH160 ") Roof Tile Adhesive TileBond Hurricane Clip & Fasteners Dimensions N/A N/A N/A Factory premixed canisters Clips Min. 1/2" width Min. 0.060" thick Clip Fasteners Min. 8d x 114" Test Specifications TAS 123 TAS 123 See PCA See PCA TAS 114 Appendix E 2.2 SUBMITTED EVIDENCE: Test Aeenev Test Identifier Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 7161 -03 Appendix III 7161 -03 Appendix BID 94-083 94-084 25- 7094 -9 25- 7094 -6 25- 7183 -4 254183-3 Product Description Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Corrosion resistant clips with corrosion resistant nails. Manufacturer Quikrete Construction Products (with current NOA) W. R. Bonsai Co. (with current NOA) Polyfoam Products, Inc. (with current NOA) Flexible Products (with current NOA) Generic (with current NOA) Test Name/Report Date Dec. 1991 Dec. 1991 April 1994 May 1994 Oct. 1994 Static Uplift Testing TAS 1020 Static Uplift Testing TAS 102(A) Static Uplift Testing TAS 101 (Adhesive Set)D Static Uplift Testing TAS 101 (Mortar Set)❑ Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) ❑ Static Uplift Testing Oct. 1994 TAS 102 (4" Headlap, Nails, Battens)E Static Uplift Testing Feb. 1995 TAS 102 (2 Quik -Drive Screws, Direct Deck)D Static Uplift Testing Feb. 1995 TAS 102 (2 Quik -Drive Screws, Battens)D NOA No.: 064705.11 Expiration Date: 11/21/11 Approval Date: 10 /12/06 Page 3 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 25- 7214 -3 25- 7214 -7 7161 -03 Appendix II Letter Dated Aug. 1, 1994 Static Uplift Testing March, 1995 TAS 102 (1 Quik -Drive Screw, Direct Deck)D Static Uplift Testing March, 1995 TAS 102 (1 Quik Drive Screw, Battens)D Wind Tunnel Testing Dec. 1991 TAS 108 (Nail -On) D Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) March 1995 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 February 1996 April 1996 December 1996 Aerodynamic Multipliers April 1999 Two Patty Adhesive Set System April 1999 NOA No.: 06- 0705.11 Expiration Date: 11/21/11 Approval Date: 10/12/06 Page 4 of 8 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Colterra 'S' Clay 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 2: Restoring Moments due to Gravity - Mg (ft-ibf) Tile Profile Table 1: Aerodynamic Multipliers - X (ft3) 4 ":12" Tile 6 °:12° A (ft) Co'terra'S' Profile DirectDeck Direct Deck Application Colterra 'S' DirectDeck 8.58 0.263. Table 2: Restoring Moments due to Gravity - Mg (ft-ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 °:12° 7 ":12" Co'terra'S' Direct Deck DirectDeck DirectDeck DirectDeck DirectDeck 8.58 8.44 8.27 8.07 7.84 NOA No.: 064)705.11 Expiration Date: 11/21/11 Approval Date: 10/12/06 Page 5 of 8 Table 3: Attachment Resistance Expressed as a Moment - M1 (ft-Ib° for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) _ Colterra `S' 2 -10d Ring Shank Nails 28.6 41.2 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 1 . #8 Screw 20.7 20.7 2 . #8 Screws 43.2 43.2 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 • 2 -10d Ring Shank Nails' 33.1 I 48.1 1 Installation with a 4° tile headlap and fasteners are footed a min. of 2W from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Pa Adhesive Set stems Tile Profile Tile Application Minimum Attachment Resistance Colterra `S' Adhesive 29.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 4A: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Colterra `S' Polyfoam PolyProT'" 66.54 Polyfoam PolyProTM 38.75 4 Large paddy placement of 63grams of PolyPro'"". 5 Medium paddy placement of 24grams of PotyProTM. NOA No.: 06-0705.11 Expiration Date: 11/21/11 Approval Date: 10/12/06 Page 6 of 8 Table 4B: Attachment Resistance Expressed as a Moment - MI (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Co!terra'S' Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below, or following statement: "Miami -Dade County Product Control Approved ". COMCAST CORP MIAMI, FLA COLTERRA COLTERRA "S" CLAY TILE LABEL 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 064705.11 Expiration Date: 11/21/11 Approval Date: 10/12/06 Page 7 of 8 PROFILE DRAWINGS COLTERRA `S' CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 060705.11 Expiration Date: 11/21/11 Approval Date: 10/12/06 Page 8 of 8 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ,(\u1)\, Inspection Number: INSP - 156241 Scheduled Inspection Date: February 23, 2011 Inspector: Devaney, Michael Owner: CUMING, RICHARD Job Address: 436 NE 94 Street Miami Shores, FL 33138- Permit Number: EL -11 -10 -1964 Project: <NONE> Contractor: LS CURTIS INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1132060140340 Phone: 305 - 892 -0115 Building Department Comments ONE SWITCH 2 LIGHT AND FIXTURE AS PER DRAWINGS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments February 22, 2011 For Inspections please call: (305)762 -4949 Page 29 of 29 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. fL /O - / C'fr Master Permit No. to --/9 S7 Permit Type: ELECTRICAL Phone # Owner's Name (Fee Simple Titleholder) Owner's Address City t - f(>69-re.-7 Tenant/Lessee Name Email State Zip S - • g Phone # Job Address (where the work is being done) 11-3C Ali', q Y c kr City Miami Shores Village County Miami -Dade Zip -s "v FOLIO / PARCEL # Is Building Historically Designated YES NO Y Flood Zone Contractor's Company Name �, 5 _ ( Contractor's Address 7,0 3 ti f/F 3 p 4' City A4 J',Q,,„"64. r'S. Phone # '2gej 7_4 ;�c] State L- Zip 33 ra Qualifier Name 144‘ 0NQ tie-G, - , Phone # State Certificate or Registration No. C D ®O 1/ ? _ Certificate of Competency No. Contact Phone E-mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ © c Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration F:1New r ❑ Repair/Replace 0 Demolition Describe Work: -.�� G� Fees Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: 0/1 Structural Review. $ Total Fee Now Due $ ° tO ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC $ Technology Fee $ Bond $ 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 construction in this jurisdiction. I understand -that a separate permit -must be secured for ELECTRICAL WORK, PLUMBING, IGNS, commenced nor to the issuance of a permit and that all work will be performed to meet the standards of all law G, 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 ' inotice, the inspection will not be approved d a re- inspection fee will be charged. Signature 0 ,r„ er or ent Contractor The foregoing instrument was acknowledged before me this 5 The foregoing instrument was acknowledged before me this a e n day of/f/o e,* I , 20,0 , by 44-f/. day of who is pers 2010 , by, ily known to me or who has produced ' who is personally known a or who has produced As identification and who did take an oath. as identification and who did take'an oath. NOTARY PUBLIC: Sign: Print: ®12_ E EN.) & o& S OIJ My Commissio c r. DOREEN ROBINSON A No ary Public - State of Florida ,4 . J *Commission EapiresAp►3O, 2011 1 Commission S OD 688633 APPROVED BY NOT ' Y P ►i LIC: Sign: Print: My Commissi ISSION #DD0660953 * * * * * * * * * * * * * * * * * * * * * ** ":10 Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) ** * * * *** **** * ** ** ** * ** Zoning Clerk-checked September 14, 2010 JAMES M. HOLLINGSWORTH P.A. ARCHITECT Miami Shores Village Building Department 10050 Northeast 2 Avenue Miami Shores, FL 33138 RE: Lally Cuming Residence Permit RC -10 -1451 436 NE 94 Street Miami Shores, Florida 333138 Dear Building Official: Our responses to the plan review comments for the above referenced project are as follows: General The site plan has been updated to include the septic system layout Planning and Zoning 1) 15 foot separation distance must be maintained between residence Response: The existing accessory building is being removed under a separate permit. A note to this affect has been added on 17 /A -1. Building 1) Plans must be approved by HRS for the septic system. Response: Approved plans provided by Contractor. 2) Provide receipt from Miami Dade Planning and Zoning for impact fees. Response: Contractor will provide receipt. 3) Corrections for Structural and plumbing must be completed. Response: Corrections have been completed. 4) Provide an electrical permit application. Response: Application provided by Contractor. 2208 NE 26 STREET FORT LAUDERDALE FLORIDA 33305 -1538 PHONE 954.630.1398 FAX 954.630.1399 JAMES M. HOLLINGSWORTH P.A. 5) Provide design wind loads for the door. Response: Wind loads are indicated on 3/A-3. 6) Provide product approvals for the new door. Response: Reviewed approvals are attached. 7) Detail 1 /A -3 shows a wood buck behind framing but it is not identified.... Response: Detail 1/A -3 and detail 21 /S -1 have both been revised to omit the wood buck and use a vapor barrier in its place. 8) Roof sheathing must be fastened with 3 nails minimum in a 1 x 8. Response: Detail 22/S -1 has been revised to reflect 3 screws instead of 2. 9) Provide a roofing permit application. Response: Roofing permit provided by Contractor. 10) Identify what an 8g nail is. Response: The note refers to a screw size. Details have been clarified to reflect this. 11) Provide ceiling height. Response: Ceiling heights have been added to 15/S-1. Structural 1) Wind -speed in Miami -Dade Co. is 146 mph, not 140. Response: Wind load information on 2/5 -1 has been revised 2) Do not embed wood in CBS wall. Surface mount with bolts or Tapcons to conc.... Response: Embedded wood has been eliminated as shown in 1 /A -1 and 21/5 -1. 3) Submit wind load calculations for bolts and other fasteners. Use value for Response: Full structural calculations have been provided. 4) On concrete notes, spec. "slab ". Response: Conc slab spec is shown on 2/S -1, Structural Notes, under item #3. Additionally, a note has been added on 15/S-1 for clarification. Thank you for your review of the plans. Please don't hesitate to contact me if you have any questions regarding any of the items herein. Regards, James Hollingsworth Architect AR0013919 MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 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 6'8" W/E Outswing Opaque Steel Doors;- L.M.I. - w /wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, F.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami-Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. LABELING: Each unit shall bear a permanent label with a� name state and following statement: "Miami-Dade County ��Co � App o ���wise 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 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 and supersedes NOA No. 07- 0731.04 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. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.eov/buildingeode 14 NOA No. 08- 1015.05 Expiration Date: August15, 2012 Approval Date: December 12, 2008 Page 1 EXCEPTION TAKEN CI REVISE AND REnlIOMIt CI REJECTED a SUBMIT SPECIFIED ITEM CI MAKE CORRECTORS NOTED Corrections or comments made on the shop drawings during this review do not relieve contractor from compli- ance with requirements of the drawings and specifica- tions. This check is only for review of general conform- ance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades; and performing his work in a safe and satisfactory manner. BY DATE HOLLINGSWORTH ARCHITECTS r Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ",sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. 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) Forced, Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01 /2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02-1211.18)< C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC; dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 11/11/2001, signed and d by R mesh Patel, P.E. (Submitted under NOA# 02- 1211.18) E -1 Jaime D. Gaston, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Jeld -Wen, Inc. (OR) -. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR ) . for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites - N.L ",- approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. E -2 Jaime D. Ga ' on, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 JELJIWEN® Steel R" WOOD EDGE O PA Q' UE S T E E l OU11147119 WRAC i0XR MRS W7 H8 IMICUTSWELMES GENERAL NOTES 1. THIS PRODUCT S DESIGNED TO COMPLY WiTH THE CURRENT FLORIDA BLIDDlNG CODE Ma en VELOCITY HURRICANE ZONE we. RE0U1REM 2. 1630D RUCKS BY OM, MUST M ANCN RED PROPERLY 1O TRANSFER LOADS TO THE SiRUCTURE 3. PRODUCT ANCHORS 001.1. SEAS LISTED AND SPACED PER ANCHOR LDCARON DRAWINGS. ANCHOR NOM 10 BASE MATERIAL SHALL BE BEYOND WALL : DING OR STUCCO. 4. SEE TAME 1 ON THIS SHEET FOR DESIGN PRESSURE .RA1l I 5. THIS PRODUCT 1M THE WRIER REQIAR MENTS FOR 'FMHZ' noes. SEE THE DESIGN PRESSURE CHART SLOW. 6. DOORS ARE IMPACTED AND DO NOT REQIJLRE MIAMI - DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED . FOR SIDELRFS. 8. SMUTS ARE AN OPTION AND CAN BE USED IN A ME 0R DOUBLE =FIGURlTiON. RESIDENTIAL INSUIATEDSTEEL OOOR(Commtodtaneao sersj CO4P0/4ENTCONSTRUCTIONS: Eon 24 go. (0.0201 Worn thidarese, Galvanired See, A -525 commelal RuuIDy - AM.DQ per ASTM 820 *Rh overt n>lndmu n yfe'f strength Fy(ave.)=24.600 psi Expanded polystyrene with 1.010 125 Is. /cf density, by Poor Pon& Contraction; Tire active and L oc5ve panels are constricted from 2401. (0. 020' min.) gahmdzed steel. Tiro face sheet tops and bottom are bend 90' over the top and bottom rafts. The top LVL roil measures 1.67' ride x 1. 042' high. The steel bottani rail Is roll famed 0.021' gahvnized steel measuring 1.67' ride x 1.21' high. the sides of the face sheet we roil famed onto the L t latch stile and Ponderosa Pine hinge stile Mich measure 1.87' x 1.0'. The interior may N Riled OM polystyrene. The face mete are glued to the poyst}reni Feed • tae Cane• The sash is constructed horn 24GA (0.020' min) gaNwind elect. The edges of tie rote sheet ale bent 90' over the polystyrene core and glued to R The sidefte panels ace routed 10 reeky the OM. Up Ube Freres or the optional Trek, light Frames. (See sheet 7 for glazing details.) The Ate hares are sealed 1r/ QSD glazig compound on the Frame Carstrctimn; The homes are consbueted from Ponderosa Pine jams measuring 1.25' ride x 4.5825' deep. The door and Biddle head jambs ore mortised and butt joined to the side jambs and attached 'Rh (3) 16GA. 2' x 7/16' crown wire staples The units use a staudad bump fond Pent* threshold measuring 4. 041' deep x 10' Mgt. The threshold 79 °Wadned to the frame with (3) 1601. 2' x 7/16' crown elm staples TA1$EOFCONi805 SNT # DESCRPRON 1 GEWERA. NOTES AND iYPIGU. ELEVA)IONS 2 VERiTC4L CROSS SECTIONS AND BILL OF MATETn4LS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTONS AND NOTES 5 ANCHORING LOCATiONS ACID DETAILS 6 ANCHORING tr0CAT10NS AND'DETAILS 7 GLAZ NG DETAILS 8 I UMT COMPONENTS 275' DP. - 74.5' MAIL 0.4. FRAME WIDTH - I- -+- .125' 36.625' MAX OA OA IVASTRA PANG WIDTH 80' MAX 0A PAWL HE CHT 8125' MAX OA. FRAME HEIGHT o a 0.625' .875' TYP. - ®® ACME v e pOUM.E 0U15W*1 i IMPART UNIT (XX) 37.75' MAX. OA 121262M11231:12 FRAME WIDTH 36" MAX OA PANEL WIDTH 80' MAX. OA WEL HE10ff 8125' MAX 0A FRAME HOW( 0.' v v e SMGLE OUI EC IMPACT LET fX) TABLE 1: 80' MAX. OA PANEL. HEIGHT 8(25" AWL oil FRAME HEW 0.75' DESIGN PRESSURE HATING -RIER WM t 011.11611011 MOW S M ED 00E 00W UIIT (1L 0, XO. OM) W/!O NON- AA'ACT SUB +66.67 pef -70 psf MIME oom toot (1LY 0r xz0, O00) WM NON -Are SNUB +57 pel -57 psf .75' Tit), 80' MAX OA PANE. HEIGM 81.25° Malt. OA FRAME HEIGHT 7025' MAIL 0A FRAME MTH .75' MULL BAR TM OA .875' MAX nF. r 36' PANEL X OA 1 Ell rig - v 1 e aZZa o 1 1 15.5' MAX OA SAEL TE FRAM WIDTH 14' MAX 0.4. PANEL. MTN • 0.75' J 0625' .875° PP. 6' MAX OA DLO. WIDTH 63. 25' MAX OA DLO. HEIGHT A POLE mom IMPACT UMT (040) I►/ NON- ANPACT SIDELRES VIEWED FRi M E70ER5R 107' MAX OA FR4VE VAD1H .125' - 36.625' MAX OA WA WIDTH 15.51 MAX OA SIDEi.RE FRAM W80TH 414' MAX 0A PANEL WIDTH PROD CTREVISEM a cosciyilis v lk the Rada B'Wid:w coy': AceNo . , Lim , +3;i/fr..- By •Imo Mb= .05 L Wes Wow Florida P S. FTC. LLC 1535 e, FraAda 32055 FHP2 Wards d adheollaran NM 23935 Prepared 6'p rim Phone: 321- 690 -1788 For 321- 690 -1789 WE 9 -11 as -0 stizE: N.T.S. can Ern AU 12er et. : S. SAFFELL 5RA1reO tor. S -2104 sworn 1 or 8 1.50° 0.25° Da MAX. SHIM EE DETAIL ON SHEET 5 81.25* MAX 0.A. FfRAME HEIGHT I SEE NOTE .3 ON SHT. 4 (E1 SEE NOTE 2 ON SHT. 4 0.125* MIN. GLASS THK. to DOOR STEEL FACE SHEET VGA. 0.020 N.1181111111111111111 FINGER JOINTED PINE1111111111111111111111 WI FRAME HINGE JAMB FINGER JOi FONDEROSA PINE .111111111M111 fa hajAplitir__, 1.11111111111 !AMU. EL"M7.!1■ -11K777111111 MIME .7NMA111111111111111111111111111111■1 MOM 11151111tat-ICA4111211111111111111■11Litniall 14;/f, MUWON CAP111.1111111111111111111 10 rx.pi iimmiumumin • ROI .11111111 W.= xj,,,kaa1.1. Anummouri LIP AZT NIFT1tAMII REA iriEIMFILirm WTI =‘3741MIE"---3 WTI rnn luirrrivar Far 0FITT.w..111114 Fal f RIB ririnELETAIIIIIIIIIIIIIMMIS1111•11111111111Mmin RNtx- JOINTED PO •IP ° 1.0 to 125 lb. JEL04/134 FOAM .:1,74111111111M31111 3AT. ToTIMEIMIIIWT1111 -i-Tia_3121.7.,517V1KiliFTT.i7)1111111111111Nr—i 1t31.1111 " ° ''°^711111167111 AfilUTMEIV17111C—Irild 10 x 1 1' x 2 PFH WOOD SCREW acto° MAX. O.A. PANEL HEIGHT 81.25" 0.A FRAME HEIGHT SEE GLAZING OETALS, SHEET 7 80.0° MAX. 0.A. PANEL HEIGHT SEE NOTE 2 ON SHT. 4 OSD BY 0 ri Littiwtyk SE SCHLAGE KNOB 111-13111.1,1 /01111111111111111191-111.3.4_ • IINMMI111111111111111111E71113 I, 2 NMI 111111 171 litL?..11- 1111111111INI 1111 ,M • SO F-7-211111111111111 W1 ALUMINUM v 4 LANZA , (:14F,1311110111■ IETEMI =311.01Viiilkiifil 1:111111111111111Firlig 112_ 1E911 ...V_PTIM3r alt7(1="12111 Alaegi57,7)1111111111111111111111111 0.020 MI .. STEEL PO 113ROP SEE NOTE 9 ON SHT. I IV Ilemeee SEE NOTE 3 ON S . 4 WOOD CM ffiiilliT G.U. 1.0„. 111FY2 INSU TED Y BY NirrE5g3111111111111111 EMI littilx.WAII:i.a Witt .0v.).-AMV t:I.Lit1.41 IMII 1 IMAM .,r 21 Gass gt TRNTYL22311111=11 ellcAlll LTA plumioranuiriiira91.7.7iliViii:i AG,1:1101111P-0.1 Ea GLAZING CO iiv–ki■ DOW 119 liar 10 WoaD Tiom IP111 EralgiallIMEMENIMME011111111i71111 STEEL PRceptamis cceplyinaOlUC:REVISED Ac Noowith the norith Bufkling Coda Don • 4,1-. Prnthi Wean .625- 1.34" 1.75* _.so e 14.1 cONCRETE/ MN. MIN. EDGE DIST. MASONRY EMS. BY OTHERS VERI1AL SECTION 1.25° .75 .50° MI MIN. EDGE Da EMB. (8) VERTICAL CROSS SECTION W AT SIDEUTE SASH CONCRETE/ MASONRY BY OTHERS PRODUCT MEM es omrlythg with din Ronde E4gCc Acas=m1/,.. E.• ilk 'y :14-1 • - - .e.z id •..,, By Mimeo Divis;.an ett Fletlft t4.1. msa aniven%., wen , Rocekledsp. Raids 31955 FIN Defeo Aitarbilm i. ORS Prepared 8y anaussomma, ArwM11110, PTC, LLC Phone: 321-690-1788 Fax: 321-690-1789 am 9- 1-0 sae N.T.S. 1111 JJ alt. et S. SAFFELL DRR1AM 1104 5-2104 oar or PRODUCT REVISED os annplying with the F2aida &HOT Code Acceptance No Expiration Date • MASONRY BY OTHERS SHIM rn HORIZONTAL CROSS SECTION LATCH JAMB TO BUCK 1.75 MN PANEL THK L!l ,.i *. /.� j/.if / /.. / /// /t / / /'. i % ///�j�/, / /1/ ./ . 7/.' /1/..,.....: �% • . . rrir 11111h 1.75 MN PANEL THK L!l ,.i *. /.� j/.if / /.. / /// /t / / /'. i % ///�j�/, / /1/ ./ . 7/.' /1/..,.....: �% • . . AS1RA II. T1fROW MA (2) TOTAL; (1 EACH) 0.31' NAx9.0' LG. AT TOP &BOTlDMI i` lD!H',ir, IMIill' • PRODUCT REVISED `.� shxcplyiegwhhtreFlorida EMU Building Co , 0 05 NO1E: ITEM 24 NOT SHOWN THIS ' VIEW FOR CIARThr t �G: ; Birisam ® HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL !Web P. &C No. 41323 Pia, tic ' Ra i 'st Wade Y awe sa aaoaa Prepared ®, PM LW Phone 321-690-1788 Vac 321-690-1789 os . wit S. S4FFEU. *mu a 8 SEE NOTE 4 ON SM. 4 ee O0os0o® ®0000000 SEE NOTE 7 ON SHT. "4 SEE NOTE 3 ON SHE 4 0 Wink' SEE CLAZWG SHEET 7 SEE NOTE 6 ON SHi 4 0.75' SEE NOTE 5 ON SHE 4 SEE DiTAR. 5 ON SHEET $;, SEE NOTE 5 ON SHE 4 SEE DETAL 5 ON SHEET 5 STX NOTE2 9 SfUI 4 SEE NOTES ON SFTE 4 10 HORIZONTAL CROSS SECTION AT SIDEUTE TO LATCH JAMB NOTES, rte/ 1. S P A CI N G F O R I T E M / 2 6 T H E 110 x r PFH S C R E W S A T T A C H I N G T H E 8 1 P E R I A L A S i R I G 4 L TO DIE NAM 0 0 R .6 4 AS F O U 0 1 5 : FRU T H E T O P DOW N & THE i T O T I N U P ; 1.0 25 ; 4 . 0 ; 5 5 ; 13.0; 10.0' & 26.0'. 2. SPACING FOR ITEM 123 THE 18 x 1 1/2' PLASCREW 6 AS FOLLOWS TOP & BOTTOM. HORIZONTALLY. '!ELITE PANS; 10' iN FROM EACH CORNER. 22ELZIECA{LY. FOR fl St0FL1>E PANeELS• .3.0; 110 ; 26.0; 39.0; 52.014 63.0'. 1 SPACING FOR HEN 131 THE 16G4 x 3/4' BIM TRW NAL ATOM= THE QUARTER ROUND .ICJ THE OEl11E AN MA 19 THE 16GA. X 1' BAD TRO1 NAL ATTACHING THE MULLION' CAP': TO THE MOM 84R V1111C4 .Y ".IS AS FGLLOIVS: TOP & BOTTOM HORIZONTALLY (foR TfE'3 /8' QU)4RTER RQINNOJ 1.23' IN FROM EACH C01017R,WITH (i) AWti 141D-SPAN. ON THE SIDES Y r • 00D 316.QUARTER ROUND & MULLION CAP; 125' FROM EACH EM) &. SW MORE EQUALLY SPACED CW THE is , 4 . W H E N A T T A C H I N G THE S T R I K E F 9 A T E TO THE JAMB AND BUCK USE ITEM /25, A 18 x 2 1/2 PFH WOW SOO. WHEN ATiACHING TI# SMILE SATE TO THE 44110 AND STDEIJTE JAMB AT THE MULLION USE RBI 124, A 18 x 2" PFH 1000 SCREW. HORIZONTAL CROSS SECTION 4 AT swam TO HINGE JAMB SEE GLAZING _ MOILS, SHEET 7 PRODUCT DEWED aS taint* with i133 Flotida Building Code Ae.7.41W= No E:iri1::.;on 43 0 ®' 0 ®,), 9ff. 43 is 0.125` MRV GINS 1HIC 5. SPACING FOR BEW 125 THE 18 x 2 1/2' PFH WOOD MIS WS ATTACHING THE 44MOS TOGETKR AT THE MUWON, 6 AS FOLLOWS: 6.0' FROM EACH VERTCAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FREL0, 6. iHE SliTEUTE PAWI. 6 SECURED iNTO THE SmEUTE JAMB W/ REM 129 SR.K21Ni CAULK ON TM SIBS AND 3/8' QUARTER ROUNDS SECURED R9R1 REM 131 8D TIFF NAGS x 3/4' LONG. 7. WHEN ATTACHING 1HE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2' PIN ScR3w WHEN ATTACHING THE HUE TO THE JAMB AND SEMITE JAMB AT THE MUWON USE REM 114, A 110 x 1 3/4' PFH ROOD SCREW! 8. SPACING FOR REIN 149 THE 16 x 1 1/2° PANII AO SCREW mart LITERAL() 6 AS FOU.OWS: IDELI E UiEFRAME FROM)DE TOP DOWN VOTTICALLYI 125 , 18.0625', 328125', 47.5825' & 62.825' 521,11E LIEFRAME TOP & BOTTOM. FROM THE LEFT; ONE (1) SCREW AT 4.4375'. 9. ALTERNATE CONKRETE/MASQNRY I SGWATION ANCHORS OF EQUIVALEM PERFORMANCE CIARACTORMICS CAN BE 1 SED UPON APPROVAL OF THE ARCHITECT 00 MEER 0F RECORD FOR THE PROJECT OF INSTALLATON. 10. USE REM /51 MR INSTALL/NO INTO WOOD SUBSTRATE Ai HEAD & JAMBS. USE ITEM /25 WHEN INSTATING INTO MULLIONS. USE 11BI 116 CNIEN JNSiAL(ING INTO TE/MASONRY SUBSiRATE AT SAUTE SUS. `SEE NOTE 2 \,. ON SHIT. 4 Y7 NOTE 6 ON SLIT. 4 SEE DETAIL 5 ON SHEET 5 0.25' MAX SHIN Nod& P. E. No. .,37J 1535 CopuollPilltrirot, Sub C23 Finkle*, no* UM FBP6 adWore w wa.emaa. NS 7533 Phone: 32 -LLC 690- 1789. Foe 321490-1789 Itqa 9 -11-0 SAE: t.T.S. o7x7. er. JRU a S. s.4FFELL ORkiln NO.1 S-2104 s 4 a►_,Q,_ 70.25• MAX OA FRAME WIDTH 9' TYp 6' -TIP. 3' rYp. I-. Dhision SEE DETAIL 4 ON RSSHf. 5p 0 13.115' Ppo3ACrREV1 ED coosiyinsothtlsRaids Bulking Cd: Acxmonce No • By �to .:- /2- Pritar.3 •,� �:MI Cpnt I3ivi ion .151 1914. C$ 'Vat 0140R. ;41, ..04,01: 1.; ',Poi,. iik12! atm 9— 7-0 Itiat exa tars et Au a+c me s SAFFELL 81.25• WUL o.k FRAIE HBOir s• TYP 5 SPACES 0 13.85' 1 4.5• IW. 3' TYP. for mat FRA1C WIDTH 9. DP. 6' 7W. 3' ma.• k-1 1 3' 1112. .,.. • . • SEE DELIS. 2 Ot SHEET 5 16.41' TYP. 13.41' TYP. DP. --3' TYP 1O 4"� SEE DEME. 5 — ON SHEET 5 7.375' 3' 3• r TYR' OED W. 3 ON SHEET 5 CDUBI.E DOOR WITH SJDEUTES ANCHOR LOCATBJN WEED FROM MDR 74.5' MAX OA AWE 1RD1f SEE DETAIL 4 O1 SHEET 5 81.25' YA11. HFZE 5.50' • 37.75' HAIL 0.A - 1 FRAME 6101M r SEE DETAIL 8 fONMEET5 1 Ai • PRODUCT REMISED as oomplyiNg with ag Code tEa Florida Ihtt Accepts= No War Product Cozad, I—. SEE DETAIL 4 17014 Silo 5 7.375" 31' 3' .1 PRODUCT Re/ISM to mop Eyiog with tba23o do E':ddieg Ccle Acce;.=celdo!L• �t6•t BY A9!�a Division SD21.E 0008 WI11W SD DES ANCHOR LOSATILNJS VIEWED FROM MICR Fades PP. L No. 41323 13135 Capp) Bind, &ib dad* Rodeo 37150 sass Mori d kikdsolse 1O. 2 Prepared Ily: LLC `. Phone 321-690 -1788 For 321-690 -1789 we 9 -11-01 N.T.S. sum tit BY: JWJ a11. a S SAFFELL atMa IOU 52104 war _Uri_ EXTERIOR 0.125' MAV TM MASS TRICIORSS INTERIOR SEE NOX 2 ONStIt,4 GIASS 8r UIE FRAME RN PANS 1/B' Tomo CASS SPARIECH POLYCOM PP5530 C13 a4Th 0ETA9.3 TRW UTE FRAME r INMATE° IEMF'U ED CASS LUPOY EU -5007 0.125" TES 050 WL . ` 0.128' 0.2w AIR CUSS INK. CUSS sopa 0 125• TEMP. ( .25 • x ASs PT (K BRE SIEEL SPQR gatiffail Trrr UIE FRAblS sass. 1/r TENPIND CLASS" LAY EU-5007 0125' 1EMP CLASS litODUCTREVISED ss onaggying with staler* Wham codo 0 Montane No ftsindloaDVA Rod n:Wood Division PRODUCF as ying with the Fisuids Mei% Coin Amman N 4. 110 hfl Elm 8111112161 Reddo P. 5. !b. 41323 1635 *cad ft.*. Suns caa !!P[ Ornede d Mlaeribe R PreparedNl' Ammiorraew D 9- 1-01 — oea EM JI U aac er. S. S4FFElL WPM Ma 1314 110 S -2104 Plana J21- 690 -1785 Far 321-60-1789 r 7 avj_ I— 1.67' 1 121' _IL_IL_i C) 000R BOTIDM RAIL 20A (0.0211 Slth. I— 1.645" 0.831' -r ma= EQS 21: EL MIL N. UN x 10" LONG -r) I 1.75' L 0.62' (DI11021114LIME FINGER AND PONDIOVOS4 PINE WOOD ASTRAGAL HAS TWO 0.3125' BIt x LONG BOLTS; 1 ON TOP, 1 ON BOTTOM 0.53' 1.67' OffIaLLOZZLE LW. O 10 COMPRESSION WEATHEASR11P salsa 11-L32 MS 650 1.25' 2.50' (4;)&118421.11Blif.1141E ® 606M3-T6A3""r111181(111 0.125" MEL) 11.875' 041. VNES W1TH dHARDWARE use 0.48' 1 . 0 ' 0.513. GialUIZMILLVL 1.74' 0.67' 1.3ir (yaw idur6sTRKE HATE ()a/ an= FINGER JOINIED POMPOM PNE 400' 1 1.042' 1.25' L 4.5625' zir 0.75' 0.50' FIXER 410N1E0 PONDEROSA NNE -11.013' r a 0.375▪ ' 0.375' -.4 Er (.:NVX06E881= v.9 saw sra? POE 1.375' lir 11•7:01117Z 28 guwom KVPINE (6125" 1.00) PRODUCT REVISED • zs comply jag with the Mai r_ 1.71 ---wmusnc.adc Acar,..tancc No • D 1015.05 • t!-Yekil 4ie Division 2.040' 1.59' PRODUCT REVISED os complyin with On Florida Building Cotio aqintiou ■ • /r-f-f &apae No0 /- AM By Az__ Pioductagaii. Division 0.125' 1.75' 2.62' • , II E POLVPROP. 1 Li L 0 0 0497' 4.000' ri) PAM STEEL Burr Hing 4* x 4' x 0.097. 1W. STEEL 4.041' 1 0.58" .00' rAgursoc STANDARD BUMP FACE THRESHOLD a.) , EICTIKIDED ALUMUM - BY PEWKO 111TH WOOD INSERT 5 5 Fitfii3Dit.S.E. No. 41323 RC. WC 113 Coped West. fob C25 Rakiedos, Flatilo 32333 cgs MIMI Satlicdmaa 26630 Awed FIG. U.0 Phone 321-690-1768 ' F. 321-690-1739 We 9-11-0 N.T.S. ow Eat Agi • S. SMELL DROWN NO.: S-2104 star ± Luis Mejia, P.E., Inc. 1412 Renaissance Way Boynton Beach, FL 33426 Phone /Fax: (561) 572 -0341 Certificate of authorization: 7512 Code: Florida Building Code 2007 (Broward) ASCE 7 -05 For Wind Loads Sheet #s: 1.2 L2 2.6 3 F4 4.5 I I- I L 1 I L r I r I I L L r I L Description J Roof Framing Masonry Walls Checking of Footing WF -1 Overhang 1 1 1 1 -r Project: Lally Cuming Residence An Addition to an Exist. Single Family Residence 436 NE 94 St. Miami Shore, FL 33138 Luis Mejia, P.E. Florida License #32102 DATE: 09/13/10 Index Sheet goof fhmh.JG a CODES' FP e- 2 0D7 sa7-05 2 )(/0( #is.e) e741'0.e. 00.0) 10D. o ozs K51 Ii- /2 0.0 20 ). . U 3.331 7, 8.�s' IUD= O/8 7K /fT l(L = 0.AS0 d; 4422g Fk Tt,itq 0 U.: -4 u* fie od ti) k /0D= d./otKlir (!JL d.o17 Pr c l'/3 415P iv /( '/)- /odx 4.5-0'wit s e ri,fg U- _ /83.5 4 F_ ft /M it (9) - /od ,e/,? /n(To ,Tt /sr QZ 15T4 15 (6 us') G11(0)- /Del ,4,41Ls i ,tro J'aisrs (3)_ 0 /30''q 66:z f 32 f6) / eoJ -, fiGTI/A %t 0 hif f thvtres (/3 f N/1 Ti) Z 2 /C/1tTb / .ir?E'A2 = 9 2/0,4i HOPED C4Pg(r iy1= 6391 0. ` . > 03SA I "1 tUDi,' L srrkc 008) /loo /t tx/Sr- iaOF Luis Mejia, P.E., Inc. 1412 Renaissance Way Boynton Beach, FL 33426 Phone /Fax: (561) 572 -0341 Certificate of authorization: 7512 Project: Lally Cuming Residence An Addition to an Exist. Single Family Residence 436 NE 94 St. Miami Shore, FL 33138 Luis Mejia, P.E. Florida License #32102 DATE 06/30/10 Sheet #: of /t/ Wood WorksBoynton COMPANY Luis Mejia, P.E., Inc. 1412 Renaissance Way Beach, FL 33426 CA CA # 7512 June 30, 2010 08:23 PROJECT Lally Cuming Residence Roof Framing Gravity Loads Beam1 SOFTWARE FOR WOOD Design Check Calculation Sheet Sizer 8.2 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Dead Live Full Area Full Area No Yes 25.00 (24.0)* 20.00 (24.0)* psf psf *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0, 2„ 114 Unfactored: Dead Other Factored: Total Bearing: Load Comb Length Cb 374 279 216 173 654 389 #0 0.00 0.00 #2 0.50* 1.75 #4 0.50* 1.00 *Min. bearing length for joists is 1/2" for exterior supports and 1/2" for intermediate supports Lumber -soft, S. Pine, No.2, 2x10" Roof joist spaced at 24" c/c; Self- weight of 3.6 pif included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2005 : Criterion Analysis value Design Value Analysis /Design Shear Bending( +) Bending( -) Deflection: Interior Live Total Cantil. Live Total fv = 39 fb = 453 fb = 143 Fv' = 175 Fb' = 1208 Fb' = 1174 fv /Fv' = 0.22 fb /Fb' = 0.38 fb /Fb' = 0.12 0.03 = <L/999 0.09 = 4<L/999 -0.03 = <L/999 -0.06 = L/438 0.43 = L/240 0.43 = L/240 0.23 = L/120 0.23 = L /120 0.07 0.20 0.12 0.27 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 175 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 975 1.00 1.00 1.00 1.000 1.077 1.00 1.15 1.00 1.00 - 4 Fb'- 975 .1.00 1.00 1.00 0.972 1.077 1.00 1.15 1.00 1.00 - 2 Fcp' 565 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 4 Shear : LC #2 = D +L, V = 435, V design = 363 lbs Bending( +): LC #4 = D +L (pattern: L), M = 808 lbs -ft Bending( -): LC #2 = D +L, M = 25- Deflection: LC #4 = D +L (pattern: _L) (live) LC #4 = D +L (pattern: _L) (total) EI = 158e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. D =dead L =live S =snow W =wind I= impact Lr =roof live Lc= concentrated All LC's are listed in the Analysis output Load Pattern: s =S /2, X =L +S or L +Lr, _--no pattern load in this span Load combinations: ASCE 7 -05 l.2 t_ r ■I �` �n ■ WodVVo r ks � '.1 ( WARE FOR WOOD . COMPANY Luis Mejia, P.E., Inc. 1412 Renaissance Way Boynton Beach, FL 33426 CA # 7512 June 30, 2010 08:24 PROJECT Lally Cuming Residence Roof Framing Wind Load Beam1 Design Check Calculation Sheet Sizer 8.2 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Wind Full Area No -32.00 (24.0)* psf *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 2" 111 Unfactored: Dead Other Factored: Uplift Total Bearing: Load Comb Length Cb 25 14 422 25 243 14 #0 .0.00 0.00 a #0 0.50* 1.75 #0 0.50* 1.00 *Min. bearing length for joists is 1/2" for exterior supports and 1/2" for intermediate supports Lumber -soft, S. Pine, No.2, 2x10" Roof joist spaced at 24" c/c; Self- weight of 3.6 pif included in Toads; Lateral support: top = full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection ( n) using Nos 2005 : Criterion. Analysis Value Design Value Analysis /Design Shear Bending( +) Bending( -) Deflection: Interior Live Total Cantil. Live Total fv = 30 fb = 98 fb = 274 Fv' = 280 Fb' = 1932 Fb' = 968 fv /Fv' = 0.11 fb /Fb' = 0.05 fb /Fb' = 0.28 -0.04 = ,kL/999 -0.04 = <L/999 0.03 = L/971 0.03 = <L/999 0.43 = L/240 0.43 = L/240 0.23 = L /120 0.23 = L/120 0.10 0.09 0.12 0.11 ADDITIONAL DATA: FACTORS: FIE CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 175 1.60 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 975 1.60 1.00 1.00 1.000 1.077 1.00 1.15 1.00 1.00 - 2 Fb'- 975 1.60 1.00 1.00 0.501 1.077 1.00 1.15 1.00 1.00 - 2 Fcp' 565 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Ervin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = .6D +W, V = 281, V design = 281 lbs Bending( +): LC #2 = .6P0 +W, M = 174 lbs -ft Bending( -): LC #2 = .6D +W, M = 488 lbs -ft Deflection: LC #2 = .6D +W (live) LC #2 = .6D +W (total) EI = 158e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. D =dead L =live S =snow W =wind I= impact Lr =roof live Lc= concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7 -05 _ 11)4 -ON iU/4-2G S L D/ - c #tcir fttt to cat AD ct,I 70 Pov2 0 4461/WA - 0-.:‘;2))( 7 y �t 5. sq. a 2 4 fii ~3., ;�. .53.3 �1� = 6.0' lv�Nd w-� f (!zs'JS7 2 /.:53 �� 3 luo= %033 /�rf0.22s) 3.67 2 = d.u- l6of /fi' A L = D.0261' M1 D -Btkg 7Aq F/u D i t ti . $ FrD : 047311,W 03s6 12: 4 -D�a1l /.'3V 0V3G Luis Mejia, P.E., Inc. 1412 Renaissance Way Boynton Beach, FL 33426 Phone /Fax: (561) 572 -0341 Certificate of authorization: 7512 Project: Lally Cuming Residence An Addition to an Exist. Single Family Residence 436 NE 94 St. Miami Shore, FL 33138 Luis Mejia, P.E. Florida License #32102 DATE 06/30/10 Sheet #: 2 of Luis Mejia, P.E., Inc. 1412 Renaissance Way Boynton Beach, FI 33426 T: F: CMD06.03.03 Input: 7.625 in. Project: Lally Residence Number. Date: By: Sheet June 30, 2010 Luis Mejia, P.E., Inc. of Filename: WALL (5).dat 5/be Reinforced Concrete Masonry Out -Of -Plane Loaded Wall per 2005 MSJC Section 2.3 - Working Stress Design of Exterior Walls - # 5 @ 48 inches on center at 3.815 inches from the loaded face Support Condition: Pinned Top and Bottom Wall Section Output: Allowable Stresses: Wall Geometry: 8.00' high, 8" nominal thickness CMU wall Cells Grouted at 48" o.c. h' = 96 in r = 2.662 in h' /r = 36.06 Wall Material Properties: f'm = 1,500 psi fy = 60,000 psi Em = 1,350 ksi Ea = 29,000 ksi n = 21.48 Applied Loads: Dead Load Floor Live Load Roof Live Load Snow Load Vertical Seismic Load Vertical Wind Load Lateral Loading: # Load Load Condition Type E,W,H1 P,T,M2 1 H T P M Wall Weight plf pif -in psf 187 0 60 140 0 0 0 0 0 0 .0 0 0 0 Load Start Load End Location Value Location Value ft plf,psf,plf -in ft psf 0.0 -59 8.0 -59 Seismic Performance Category: A R = 1 - (h7140r)2 = 0.93 For Load Combinations without w_ ind or seismic Toads: Fv= 1.0 * ,Jf 'm ( <50 psi) = Fa= 0.25 *f'm[1 - (h' /140r)2] = Fp= 0.33 *f"m ( <2000 psi) = Fs= 0.5 *fy ( <24000 psi) = 38.73 psi 350.1 psi 500.0 psi 24,000 psi For Load Combinations with wind or seismic Toads: Fv= 1.33[1.0 N f "m ( <50 psi)] = 51.64 psi Fa= 1.33[0.25* f 'm[1 - (h' /14001] = 466.8 psi Fb= 1.33[0.33 *f'm ( <2000 psi)] = 666.7 psi Fs= 1.33[0.5 *fy ( <24000 psi)] = 32,000 psi 1. E = Earthquake -Force, W = Wind Force, H = Soil Pressure Load 2. P = Point Load, T = Trapezoidal or Uniform Load, M = Concentrated Moment Luis Mejia, P.E., Inc. 1412 Renaissance Way Boynton Beach, Fl 33426 T: F: Project Lally Residence Number. Date: By: Sheet June 30, 2010 Luis Mejia, P.E., Inc. of CMD06.03.03 Filename: WALL (5).dat -5/DE Reinforced Concrete Masonry Out -Of -Plane Loaded Wall per 2005 MSJC Section 2.3 - Working Stress Design of Exterior Walls - For Input Positive Moment Reinforcement: - #5 @ 48" o.c., As = 0.08 in2 /ft, at d = 3.815 in Governing Load Combination: D + L CalculatedsLoad Combinations and Stresses: P = D + L = 3,228 Ibs /bar space M = 0 lb-ft/bar space K = M /bd2 = 0.00 psi k = 0.000 j = 1.000 p = 0.0017 f a = P /Ae = fv = V /(b"t) = fb = 2 *M /(bjkd2) = f s = M /(Asjd) = Interaction Stress Ratio = 20 psi < Fa = 350 psi OK 14.82 psi < F„ = 38.7 psi OK O psi < Fb = 500 psi OK 0 psi < Fs = 24,000 psi OK 0.040 = (fa + f b) /Fb <_ 1.00 - OK For Input Negative Moment Reinforcement:- #5 @ 48" o.c., As = 0.08 in2 /ft, at d = 3.810 in Governing Load Combination: D + L + H Calculated Load Combinations and Stresses: P = D + L = 2,268 Ibs /bar space M = H = -1,878 lb-ft/bar space K = M /bd2 = -32.35 psi k = 0.236 j = 0.921 p = 0.0017 f a = P /Ae = fv = V /(b "d) = fb = 2 *M /(bjkd2) = fs = M /(Asjd) = Interaction Stress Ratio = 0.623 14 psi <Fa =350 psi OK 29.66 psi < F, = 38.7 psi OK 298 psi < Fb = 500 psi OK 20,713 psi < Fs = 24,000 psi OK (fa +fb) /Fb<1.00 -OK Luis Mejia, P.E., Inc. 1412 Renaissance Way Boynton Beach, Fl 33426 T: F: CMD06.03.03 Input: 7.625 in. Project: Lally Residence Number Date: By: Sheet June 30, 2010 Luis Mejia, P.E., Inc. of Z-� Filename: WALL (5) REAR.dat' -- Reinforced Concrete Masonry Out -Of -Plane Loaded Wall per 2005 MSJC Section 2.3 - Working Stress Design of Exterior Walls - # 5 @ 56 inches on center 7 ft. at 3.815 inchee from the loaded face f7_7 Support Condition: Pinned Top and Bottom Wall Section Output: Allowable Stresses: Wall Geometry: 7.00' high, 8" nominal thickness CMU wall Cells Grouted at 56" o.c. h' =84 in r =2.684 in Wall Material Properties: f'm = 1,500 psi fy = 60,000 psi Em = 1,350 ksi Es = 29,000 ksi n = 21.48 Applied Loads: P pif Dead Load 187 Floor Live Load 140 Roof Live Load 0 Snow Load 0 Vertical Seismic Load 0 Vertical Wind Load 0 Lateral Loading: # Load Load Condition Type E,W,H1 P,T,M2 1 H T h' /r =.31.30 M Wall Weight pif -in psf 0 60 0 0 0 0 0 0 Load Start Load End Location Value Location Value ft plf,psf,plf -in ft psf 0.0 -59 7.0 -59 Seismic Performance Category: A R = 1 - (h7140r)2 = 0.95 For Load Combinations without wind or seismic loads: 38.73 psi 356.3 psi 500.0 psi 24,000 psi F„= 1.0 *sI f 'm ( <50 psi) = Fs= 0.25 *f'm[1 - (h' /14002] = Fb= 0.33* f "m ( <2000 psi) = Fs= 0.5 *fy ( <24000 psi) = For Load Combinations with wind or seismic Toads: F„= 1.33[1.0 *, f'm ( <50 psi)] = 51.64 psi Fs= 1.33[0.25 *f'm[1 - (h7140r)2]] = 475.0 psi Fb= 1.33[0.33 *f'm ( <2000 psi)] = 666.7 psi Fs= 1.33[0.5 *fy ( <24000 psi)] = 32,000 psi 1. E = Earthquake Force, W = Wind Force, H = Soil Pressure Load 2. P = Point Load, T = Trapezoidal or Uniform Load, M = Concentrated Moment Luis Mejia, P.E., 19nc. 1412 Renaissance Way Boynton Beach, FI 33426 T: F: CMD06.03.03 Project: Lally Residence Number: Date: By: Sheet June 30, 2010 Luis Mejia, P.E., Inc. of Filename: WALL (5) REAR.dat Reinforced Concrete Masonry Out -Of -Plane Loaded Wall per 2005 MSJC Section 2.3 - Working Stress Design of Exterior Walls - For Input Positive Moment Reinforcement: - #5 @ 56" o.c., As = 0.07 in2 /ft, at d = 3.815 in Governing Load Combination: D + L Calculated Load Combinations and Stresses: P = D + L = 3,486 Ibs /bar space M = 0 lb-ft/bar space K = M /bd2 = 0.00 psi k = 0.000 j = 1.000 p = f a = P /Ae = f = V /(b't) = fb = 2 *M /(bjkd2) = fs = M /(Asjd) = Interaction Stress Ratio = 0.038 19 psi < Fa = 356 psi OK 12.97 psi < Fv = 38.7 psi OK 0 psi < Fb = 500 psi OK 0 psi < Fs = 24,000 psi OK = (fa + fb) /Fb 5 1.00 - OK 0.0017 For Input Negative Moment Reinforcement: #5 @ 56" o.c., As = 0.07 in2 /ft, at d = 3.810 in Goveming Load Combination: D + L + H Calculated Load Combinations and Stresses: P = D + L = 2,506 Ibs /bar space M = H = -1,678 lb -ft/bar space K = M /bd2 = -28.90 psi k = 0.236 j = f a = P /Ae = iv = (b. d) = f b = 2 *M /(bjkd2) = f s = M /(Asjd) = Interaction Stress Ratio = 0.559 0.921 p = 0.0017 14 psi < Fa = 356 psi OK 25.96 psi < Fv = 38.7 psi OK 266 psi < Fb = 500 psi OK 18,502 psi < Fs = 24,000 psi OK = (fa + fb) /Fb5_1.00 -OK Luis Mejia, P.E., Inc. 1412 Renaissance Way Boynton Beach, Fl 33426 T: F: CMD06.03.03 Input: 7.625 in. Project: Lally Residence Number: Date: By: Sheet June 30, 2010 Luis Mejia, P.E., Inc. of Filename: CELL @ DOOR.dat Reinforced Concrete Masonry Out -Of -Plane Loaded Wall per 2005 MSJC Section 2.3 - Working Stress Design of Exterior Walls - # 5 @ 8 inches on center 8 ft' at 3.815 inches from the loaded face Support Condition: Pinned Top and Bottom Wall Section Output: Allowable Stresses: 0 Wall Geometry: 8.00' high, 8" nominal thickness CMU wall Cells Grouted at 8" o.c. h'=96 in r = 2.201 in h' /r = 43.61 Wall Material Properties: f'm = 1,500 psi. fy = 60,000 psi Em = 1,350 ksi Es = 29,000 ksi n = 21.48 Applied Loads: P plf 356 36 0 0 0 0 Dead Load Floor Live Load Roof Live Load Snow Load Vertical Seismic Load Vertical Wind Load Lateral Loading: # Load Load Condition Type E,W,H1 P,T,M2 1 H T M plf -in 0 0 0 0 0 0 Wall Weight psf 60 0 Load Start Load End Location Value Location Value ft plf, psf, plf -in ft psf 0.0 -153 8.0 -153 Seismic Performance Category: A R = 1 - (h' /140r)2 = 0.90 For Load Combinations without wind or seismic Toads: Fv= 1.0 ** f'm ( <50 psi) = 38.73 psi Fa= 0.25 *f'm[1 - (h' /140r)2] = 338.6 psi Fb= 0.33 *f'm ( <2000 psi) = 500.0 psi Fs= 0.5 *fy ( <24000 psi) = 24,000 psi. For Load Combinations with wind or seismic loads: F„= 1.33[1.0 *,If'm ( <50 psi)] = 51.64 psi Fa= 1.33[0.25 *f'm[1 - (h' /140r)z]] = 451.5 psi Fb= 1.33[0.33 *f"m ( <2000 psi)] = 666.7 psi Fs= 1.33[0.5 *fy ( <24000 psi)] = 32,000 psi 1. E = Earthquake Force, W = Wind Force, H = Soil Pressure Load 2. P = Point Load,.T = Trapazoidal or Uniform Load, M = Concentrated Moment Luis Mejia, P.E., Inc. 1412 Renaissance Way Boynton Beach, Fl 33426 T: F: CMD06.03.03 Project: Lally Residence Number: Date: By: Sheet June 30, 2010 Luis Mejia, P.E., Inc. of Filename: CELL @ DOOR.dat Reinforced Concrete Masonry Out -Of -Plane Loaded Wall per 2005 MSJC Section 2.3 - Working Stress Design of Exterior Walls - For Input Positive Moment Reinforcement: - #5 @ 8" o.c., As = 0.47 in2/ft, at d = 3.815 in Governing Load Combination: D + L Calculated Load Combinations and Stresses: P = D + L = 581 Ibs /bar space M = 0 lb-ft/bar space K = M /bd2 = 0.00 psi k = 0.000 j = 1.000 p = 0.0102 fa =P /Ag = 10 psi <Fa =339 psi OK f„ = V /(bt) = 6.70 psi < = 38.7 psi OK fb = 2 *M /(bjkd2) = 0 psi < Fb = 500 psi OK fs = M /(Asjd) = 0 psi < Fs = 24,000 psi OK Interaction Stress Ratio = 0.019 = (f a + f b) /Fb < 1.00 - OK For Input Negative Moment Reinforcement: #5 @ 8" o.c., As = 0.47 in2/ft, at d = 3.810 in Governing Load Combination: D + L + H Calculated Load Combinations and Stresses: P = D + L = 421 Ibs /bar space M = H = -818 lb-ft/bar space K = M /bd2 = -84.49 psi k = 0.478 j = 0.841 p = 0.0102 fa = P /Ag = 7 psi < Fa = 339 psi OK _Tv = V /(bd) = 13.41 psi < F„ = 38.7 psi OK f b = 2 *M /(bjkd2) = 421 psi < Fb = 500 psi OK f = M /(Asjd) = 9,880 psi < Fs = 24,000 psi OK Interaction Stress Ratio = 0.855 = (fa + fb) /Fb < 1.00 - OK f Od b 4 T /0i1 c- 4 4 ©/G 131 - 42/44= 20oo PSF L. roo e.m7 *.o At 040 a obi 0140 Luis Mejia, P.E., Inc. 1412 Renaissance Way Boynton Beach, FL 33426 Phone /Fax: (561) 572 -0341 Certificate of authorization: 7512 Project: Lally Cuming Residence An Addition to an Exist. Single Family Residence 436 NE 94 St. Miami Shore, FL 33138 Luis Mejia, P.E. Florida License #32102 DATE 06/30/10 Sheet #: of [ Output ] < LALLY> Page 1 of 1 JOB: LALLY lNf -*/ *GEOMETRIC DATA* BMIN 16.00 BMAX 24.00 WID 8.00 D 16.00 T 4.00 B2 8.00 B3MAX 36.00 inches IT VI *RESULTS* B 16 inches B2 8 " B3 0 " End of MONOFOOT *LOAD DATA* WD 667.0 plf WL 140.0 plf UD 0.0 psf *MATERIAL PROPERTIES* QA 2000.0 psf FC 3.0 ksi FY 60.0 ksi *BAR SIZES* LBAR # 5 TBAR # 4 DP 0.06 inches SPAMIN 0.47 inches SPAMAX 0.63 inches PTOT 1143 plf BARS AND SPACING QEXT 1513 psf 2 # 5 #4 @ 0 QINT 201 psf 3./ - aisrn N- CEn/it2 )3,4 me 1" 4 L : 0,OZS gsf D•D10 U.. o.oro 3 a (It ZSP) 2o'oc, kb. o25pf sf OA: p.O.0 v= -Dodo) 1101& L Cv IUD. 0- o q2 GV/,= i. D 1/ U -0.201 d v 4 22 ' cv RV He 4= 154 'N7* th -220 fi/e4 v/711 1db. o /�3 /PT(1( /I lQi, t /4 7' Gl[ : //? 0, n7 /i /ft WL- 0 1 £D = 7 /rte# RL 6'n94 / 2/G14 - /3 9/* /Z1_27/ 1e2. /99i 7.14 - 327>i /if D27� - [pi,/ LtDGE•2 ,022 KAr ALLDWA 8LE . T,�,.iJ7oJ 4.5"o L Zrz- / / 19121 2 : t X to, 2 7 a .: Tien la. °. :.�; /;091 U1 di : Ci&ti 27 °, tSbn /th" ' h02K D� o.g7AK Z 1 ‘ LsO.ear Luis Mejia, P.E.; Inc. 1412 Renaissance Way Boynton Beach, FL 33426 Phone /Fax: (561) 572 -0341 Certificate of authorizjtion: 7512 Project: Lally Cuming Residence An Addition to an Exist. Single Family Residence 436 NE 94 St. Miami Shore, FL 33138 Luis Mejia, P.E. Florida License #32102 DATE 06/30/10 Sheet #: of ■a\ %VoodVVorks �� SOFJWARF}�OR WOOD DESIGN COMPANY Luis Mejia, P.E., Inc. 1412 Renaissance Way Boynton Beach, FL 33426 CA # 7512 June 30, 2010 17:11 PROJECT Lally Cuming Residence MEMBER 2 Gravity Loads MEMBER 2 Design Check Calculation Sheet ' Sizer 8.2 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Load1 Load2 Dead Live Axial Axial (Ecc. = 0.00 ") (Ecc. = 0.00 ") 1060 750 lbs lbs MAXIMUM REACTIONS (lbs): co y D CD -1 v° D 0' 3' -0.6" Lumber n -ply, S. Pine, No.2, 2x8", 1-ply Self- weight of 2.82 pif included in loads; Pinned base; Loadface = width(b); Service: wet; Ke x Lb: 1.00 x 3.05= 3.05 [ft]; Ke x Ld: 1.00 x 3.05= 3.05 [ft]; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2005 : Criterion Analysis.Value Design Value Analysis /Design Axial Axial Bearing fc = 167 fc = 167 Fc' = 605 Fc* = 1240 fc /Fc' = 0.28 fc /Fc* = 0.13 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL /CP CF Cfu Cr Cfrt Ci LC# Fc' 1450 1.00 0.80 1.00 0.488 1.069 - - 1.00 1.00 2 Fc* 1450 1.00 0.80 1.00 - 1.069 - - 1.00 1.00 2 Axial : LC #2 = D +L; P = 1819 lbs D =dead L =live S =snow W =wind I= impact Lr =roof live Lc= concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7 -05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. BUILT -UP COLUMNS: nailed or bolted built -up columns shall conform to the provisions of NDS Clause 15.3. WoodVVorks ® COMPANY Luis Mejia, P.E., Inc. 1412 Renaissance Way Boynton Beach, FL 33426 CA # 7512 June 30, 2010 17:10 PROJECT Lally Cuming Residence MEMBER 2 Gravity Loads MEMBER 3- Tension ; . • � SOFdWARE 7OR WOODD GN Design Check Calculation Sheet Sizer 8.2 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit Loadl Load2 Dead Live Axial Axial (Ecc. = 0.00 ") (Ecc. = 0.00 ") -972 -688 lbs lbs MAXIMUM REACTIONS (lbs): w a M 9 -1 oo A 0' 3' -0.6" Lumber n -ply, S. Pine, No.2, 2x8", 1-ply Self - weight of 2.82 plf included in loads; Pinned base; Loadface = width(b); Service: wet; Ke x Lb: 1.00 x 3.05= 3.05 [ft]; Ke x Ld: 1.00 x 3.05= 3.05 [ft]; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design Axial ft = 152 Ft' = 650 ft /Ft' = 0.23 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL /CP CF Cfu Cr Cfrt Ci LC# Ft' 550 1.00 0.80 1.00 - 1.182 - - 1.00 1.00 2 Axial : LC #2 = D +L, P = 1651 lbs Note: A_net = A_gross for tension members. D =dead L =live S =snow W =wind I= impact Lr =roof live Lc= concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7 -05 DESIGN NOTES: 9 1. Please verify that the default deflection limits are appropriate for your application. 2. BUILT -UP COLUMNS: nailed or bolted built -up columns shall conform to the provisions of NDS Clause 15.3. C•1-Aro Pq Nail to/ ° = 7 e C1 27° 417D% gq/ r r, r= /.oqc W4T: Cx s/ m/ a? / J f p j7° - - /3 f/ 0,2�ZrC / lo* C,caiis`az-/.? 'g 0137y G: 1.3611 410TC - &ob Luis Mejia, P.E., Inc. 1412 Renaissance Way Boynton Beach, FL 33426 Phone /Fax: (561) 572 -0341 Certificate of authorization: 7512 Project: Lally Cuming Residence An Addition to an Exist. Single Family Residence 436 NE 94 St. Miami Shore, FL 33138 Luis Mejia, P.E. Florida License #32102 DATE 06/30/10 Sheet #: of CN4. OF (000b 13446k T -r0 M 4:o, IZy Gr/4 «)- 15/b fr irwir4 -»oas 3 C' ''wig) GUS (Peelnhe1) . =4.94 _\U 61-40. 1)471! a.boZ sh 0, .3. 01111111;° 1111 51-4 ST50.lOx' (92 = 3s9.s, rt,4170,4 =1p7O 0 66 = lry� •••0••••••olIllOoull.1°11..1. .11:1 L=7" s_ 1 itt l =5 o¢o •r — '/2 Cgs Sce6tr Pe,a- 72 4 T/DA/- 2 5" GtJ /r/t1'4d aL (A1ir/ 3 ?,8x1b :dos 1 #-b (the./ .5)t 6&= 15/2#> / )q1 AK © WV / ScItu'52=7ii re 3.69// too C,l/4ci 7 5,695e 6 05 ' = 2232,E > 2o6 °A o `r 0 1/211.A t4 Scf24tWr 1=74 z _ ci1 nto(y R4-02-As CDn ,ctci io',rs ` /Zrf ' ?4 Sc.46) 7' t , cis GVi ref D4'A4 <4'fkc, - /s /2, . -3,6t 046 co, . Of 40i 1e4f/ -L TOLeDl6iL use (3) - 8 Co.. ib L ) " toe #V / LED " loft 0-7.941 = 33'I ,e41/ = ao6o1.05- upznr: - ,ZDDLK/fr Jis% RCA-6864S = •©ss1/( 0.07k 0.072g 0.072g 3Y861( 5. P.) Guoop r 9$ rrtrto w1(2)-1/4L"93/44' 5.5. Vwiu -Co, fAsrp„tms C /1 "D1c. ( &I 4/Lf1) Lo3 e /f"D.c p z