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BP-05-360 I t Y I r Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305 - 795 -2204 Fax: 305 - 756 -8972 ,? Building Inspection Department , t This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure 1 was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: 1 a i f Permit Type Residential Construction Bldg. Permit No. BP2005 -360 Owner MILTON MIZELL Contractor HOME OWNER �. i Subdivision /Project <NONE> Date Issued 07/17/2009 Construction Type ADDITION Occupancy Single Family ; '{ 80 93 Street .+ r Miami Shores FL 33138- L ocation 4 3 5 ' uu orxM + Building 0Mclals Approval N orman b ruti n , ' Not Transferable I POST IN A CONSPICUOUS PLACE l s } .' °sue Miami Shores Village � 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 4 }; o Phone: (305)795 -2204 Fax: (305)756 -8972 'P re OR i Permit Permit Status: APPROVED Issue Date: 12/31/2006 Expires: 1213112006 Permit Number: BP2005 -360 Owner's Name: MILTON MIZELL one: (305)758 -1836 Permit Type: Residential Construction Parcel #: 1131010170020 Work Classification: Addition Block: Lot: Job Address: 80 93 Street NW Section: PB: Miami Shores Village, FL 33138 - Contractor(s) Phone Primary Contractor Total Square Feet: 628 HOME OWNER Yes Total Valuation: $ 36,000.00 C omments: Re uired Insp ection s NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION Footing Stem Wall Footer Density Termite Letter Additional Information Slab Fill Cells Columns Type of Construction: ADDITION Occupancy: Single Family Second Floor Slab Stories: 1 Exterior: Spot Survey Front Setback: 30' -0" Rear Setback: 38' -11" Tie Beam Bond Beam Left Setback: 10' -1" Right Setback: 10' -0" Second Floor Tie Bond Beam Bedrooms: 1 Bathrooms: 1 Rake Beam Plans Submitted: Yes Certificate Status: Special Inspection Letter Certificate Date: 12/29/2005 Additional Info: NEW KITCHEN AND WOOD DE( Trusses Plan Submittal In consideration of the issuance to me of this permit, I agree to perform the work Floor Trusses covered hereunder in compliance with all ordinances and regulations pertaining Roof Trusses thereto and in strict conformity with the plans, drawings, statements or specifications Roof Sheathing submitted to the proper authorities of Miami Shores Village. In accepting this permit I Wall Sheathing assume responsibility for all work done by either myself, my agent, servants, or Window and Door Buck employes. I understand that separate permits are required for ELECTRICAL, Wire Lathe PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING Window Door Attachment POOL work. Framing OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that Insulation all work will be done in compliance with all applicable laws regulating construction Drywall Screw and zoning. Futhermore, I authorize the above -named contractor to do the work Final PE Certification stated. Shutter Attachment Shutter Final Fees Due Amount Invoice Number Amt Due Amt Paid Bond Type - Contractors Bond $300.00 RC -3 -06 -24242 $1,647.08 CCF $21.60 Total: Certificate of Occupancy Fee $150.00 DBPR Surcharge $3.14 Education Surcharge $7.20 A !� ? "�l n � 1 PA ID Miscellaneous Fee $50.00 ► F1 Permit Fee - Additions /Alterations $1,080.00 Plan Review Fee (Engineer) $25.00 Plan Review Fee (Engineer) $50.00 Radon Surcharge $3.14 Scanning Fee $180.00 Submittal Fee ($250.00) Technology Fee $27.00 Total: $1,647.08 Building D File CO NOTICE: In addition to the requirements of this permit, there may be g p Copy additional restrictions applicable to this property that may be found in the public records of this county. Miami Shores Village 10050 N.E. 2nd Avenue Mon Miami Shores, FL 33138 -0000 Y$ Phone: (305)795 -2204 Fax: (305)756 -8972 �ti Permit Permit Status: APPROVED Issue Date: 12/31/2006 Expires: 12/3112006 Permit Number: BP2005 -360 Owner's Name: MILTON MIZELL one: (305)758 -1836 Permit Type: Residential Construction Parcel #: 1131010170020 Work Classification: Addition Block: Lot: Job Address: 80 93 Street NW Section: PB: Miami Shores Village, FL 33138 - Contractor(s) Phone Primary Contractor Total Square Feet: 628 QUIK CUT CONCRETE CUTTING IN Yes Total Valuation: $ 36,000.00 omments: Re uired Ins ections NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION Footing Stem Wall Footer Density Termite Letter Additional Information Slab Fill Cells Columns Type of Construction: ADDITION Occupancy: Single Family Second Floor Slab Stories: 1 Exterior: Spot Survey Front Setback: 30' -0" Rear Setback: 38' -11" Tie Beam Bond Beam Left Setback: 10' -1" Right Setback: 10' -0" Second Floor Tie Bond Beam Bedrooms: 1 Bathrooms: 1 Rake Beam Plans Submitted: Yes Certificate Status: Special Inspection Letter Certificate Date: 12/29/2005 Additional Info: NEW KITCHEN AND WOOD DE( Trusses Plan Submittal In consideration of the issuance to me of this permit, I agree to perform the work Floor Trusses covered hereunder in compliance with all ordinances and regulations pertaining Roof Trusses thereto and in strict conformity with the plans, drawings, statements or specifications Roof Sheathing submitted to the proper authorities of Miami Shores Village. In accepting this permit I Wall Sheathing assume responsibility for all work done by either myself, my agent, servants, or Window and Door Buck employes. I understand that separate permits are required for ELECTRICAL, Wire Lathe PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING Window Door Attachment POOL work. Framing OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that Insulation all work will be done in compliance with all applicable laws regulating construction Drywall Screw and zoning. Futhermore, I authorize the above -named contractor to do the work Final PE Certification stated. Shutter Attachment Shutter Final Fees Due Amount Invoice Number Amt Due Amt Paid Bond Type - Contractors Bond $300.00 RC -3 -06 -24242 $1,647.08 CCF $21.60 Total: Certificate of Occupancy Fee $150.00 C� DBPR Surcharge $3.14 Education Surcharge $7.20 APR 10 PAID Miscellaneous Fee $50.00 Permit Fee - Additions /Alterations $1,080.00 Plan Review Fee (Engineer) $25.00 Plan Review Fee (Engineer) $50.00 Radon Surcharge $3.14 Scanning Fee $180.00 Submittal Fee ($250.00) Technology Fee $27.00 Total: $1,647.08 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. 11 Aa6i{..A 111 q!A1V1 N. V 1.11.1E%,41 bO./ b� Building Dep artment L _ K r' i . .ami Shores, Florida 33138 `� Fe�'3Og) `i'220 Fax: (305) 756.8972' BUILDING € I # ## ♦♦ ♦111 Permit No, PERMIT AP'PLICA Master Permit No. JTB C 2001 l'ertnit Type (circle) wilding Electrical Plumbbig Mechanical Roofing Owner's Name (Fee Simple Titleholder) lam" o yam_ Mj 7 E i_L Phone # �3 ®S) �'� 1 kR 6 Owner's Address ft A ,,LU. on jg� C M tAJlI�►.ir _� State 4:;[, zip 1 go Temint /Lessee Naive Phone # Job Address (where the work is being done) g o r w ` 3 f2,9 City - - -- Miarni Shores Village County Miami -Dade Zip $ Is Building historically Designated YES NO ontractor's Company Narne �. Phone # Y: Coot - act.o r' r's Address y4Q_ I°"� — ^� City- - - -ti =t Ala Qualifier_ &rt State Certificate or Registration No. 9 8 Bs x0352 Certificate of Competency No: Ai ciaitee ngineer's Name (if applicable) t4t"/ +4y- Ar Cty'" 0'6 —C (_ Phone # 14r' ?S - 3 fS C" S Value of Work For this Permit y�� O d Square Footage `or'Work: ( s b S-f Type of work: ddition ❑Alteration ❑New ❑ Repair/Replace E Demolition Describe Work:; 9) CTw 1`3 &Tb,� je- rrcm 4 �- t � � c� 1�,4i�e� 2 iL �T ga " ) V 1-1.r'� GrL LL-S Ll /� l` (� c 6 "x t C? �� t i/cl ` i 1N �{f4 &_l A AAi Q f Yn g R_ a �* F �*, ��� *��>��� *��,�,�� *>���,��,�� *� *�� St�bataittal Fee QO Pea snit Fee $ 1► V CCF 5 7 1. X00 CO /CC ) S' O,, Co Notary $ Training/Education Fee $ � Z 0 � Technology Fee S 27 Scanning $ 6 0O Radon S 3• t4 t' 2 - 14- Zonin ° '� / Bond S ' Code Enforcement S Structural Plan Review. $ 'Total Fee Now Due $ ` � � - 7 , C L (::mV � ( �S (Continued on opposite side) I �CoC�7 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constnlction 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 NOTICh 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 certifted copy of the recorded notice of commencement must be posted al the job site ,for the first inspection which occurs seven (7) days after the building perU)UCX W h�f - such posted notice, the inspection will trot be approved and a reinspection fee will be charged. Signatu Signahl f y 0' Owner o Agent Contract r The foregoing instrume as acknowledged before me this The foregoing ins ent was acknowl ged before me this day of , 20 by day of 0 b who is personally known to or who has produced who is personally known to or who has produced s 'dentification and who did take ail oath. as ntific ' n and who did take an oath. NOTARY PUB L NOTARY PUBLIC Sign: Print: Ge in : ` � t � *+'. JAMES BISH;? �. `GOAM My Commission Expires: y Co r : MSSKM# DD 471885 SG plernber23, 2009 eFt<6r9NBA"WAdlwawQo s * x ' •ray COMB is9ton DW484;S8 APPLICATION APPROVED BY: s Et:anliner 3 Engineer d Zoning Che 05/13/03 VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: 11 p &A t Zg Lam.. DATE: % I JO L04, ADDRESS: t Aj. 9 2. � 1,44",k S �` u 3?a(� Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initiai — 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initi 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code –. only if the structure meets the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub - contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate'any contract disputes. Initial 6. 1 understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company-or person. Initi 7. 1 understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this day of /� , 20 06 By �vlv�ko�Y t1Wt who was personally known to me or who has Produced there License or 1 IVWS (( 2 10 aidentification. r' OWNER Y MONICA USSETH DIAZ +: MY COMMISSION # DD 48M EXPIRES: 00101 r20 2009 Permit Receipt Permit Number: BP2005 -360 Invoice Number: RC -3 -06 -24242 Applicant: MILTON MIZELL Company Name: Date Payment Type CheckNum Amount 04/10/2006 Check 115 $1,647.08 Total Payment: $1,647.08 Monday, April 10, 2006 Page 1 of 1 NOTICE OF COMMENCEMENT OR 9 24387 Ps 4092 ceps) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 04/03/2006 13 :44 :33 HARVEY RUVIHr CLERK OF COURT MIAMI -DADE COUHTYt FLORIDA PERMIT N0. eP —S 6Q TAX FOLIO NO. •-3 1 O 1 - 0 1'7 -0 . 0 LAST PAGE 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. Legal description of property and street /address: L C>" _ ;X, , SOS)h S 1O%NS 4 "r— 4&J A, b&y AC,C. (z:b %" C6 `T4 `rtiFc. Pc.,4T - rik_(LR b y3LA2Z11ya, 'O� ci I AT PA C, ©F Tli 901WC —f VRCt 0r hA► AAA -%AQT.1rL Gnus 'Fc,° ko mk gS S A4 �."- 9. cre It. 2. Description of improvement: Gf-M1!!- tM Pta,oVjMjEXsT"% 2& - T - at SZe_ V_ L- _AkDr 10r, 3�i•sip 3. Owner(s) name and address: tHIL.TbvJ ✓ 1 V_LL_ - Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: C7w�t�C•�, A- M I Z F�Lt,_, kQ 93 Z, 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) SioiatJe eff Owner Print Owner's Name "1t -rOO M tzii�; L'L_ Prepared by `MWrOry tt-AkK L- Sworn to and subscribed before me this _3_ day of , 20 Q�. ?km" fl Lit Address: 2D JJ-W !21 S j Notary Public tA tAAAIT Print Notary's N me d it IIS A 'Saz My commission expires: MONICA LISSETH 123.01 -52 PAGE 4 8/02 ?►: r MY COMMISSION # DO 483995 b;; EXPIRES October 20, 2009 (1, f,W 5 -66d Thru NoWy pudic UndalwrNery t f" STATE OF FLORIDA, COUNTY OF DADE �p cou y I HEREBY CERTIFY t!t 'a this is a true copy of the SAP CLERK 00 original filed i this office on day of _a AD 20 ? WITNESS my ancr Officia Seal. y WF^�, 4 iARV R 1 CL.'"K of c4 it and county courts > >�( F AO 3 D.G. coot. L!` 'S le � Mia YY LL ores ViL F ii a MIS M it F �ORt�p' AFFIDAVIT ' OF FLORIDA) COUNTY OF DADE) The undersigned Aunt, ",, L.T V yp Jet 1Z: c. L does hereby attest that the (property owner) attached survey, performed by -K HAl2 -L E,9 L.0, C42lL �g VR-VEK W 6 L LAG - (name of surveyor's company) performed on AV S O/ o y , is an accurate representation of the existing conditions and (date of survey) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (b) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. AJVant+opehy owner Witness(sign and print) Witness(sign and print) SWORN TO AND SUBSCRIBED before me this � � day of Affiant is personally known to me, _produced ,`�►IVI✓ fS # W/ Midentification. otary v Ma1ICA USSE7H DIAZ ro MY COMMISSION # DD 483995 ' EXPIRES: act*r20, 2oo9 tt 8-ded Thiu NOW Pu* UWWVj ere w PROCESS# FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067 -0077 FOLIO# 11- 3101 -017-0020 NATIONAL FLOOD INSURANCE PROGRAM Expires DECEMBER 31, 2005 ELEVATION CERTIFICATE C.O.R. EL – 11.11' Important: Read the instructions on pages 1- 7. Ask SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: UILDING OWNER'S NAME Policy Number MILTON A. MIZELL BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 80 N.W. 93 STREET CITY STATE C E MIAMI SHORES _ _ FLO __ 1 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 2, "CANADAY EXTENSION" PLAT BOOK 41 AT PAGE 71 0 0 y BUILDING USE (e.g., Residential, Non- residential, Addition, Accessory, etc. Use a Comments area, if necessary.V Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 019' or ##.#####°) El 1927 ❑ NAD 1983 u Other: —, SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82 COUNTY NAME B3 STATE VILLAGE OF MIAMI SHORES / 120652 MIAMI DARE FLORIDA B4. MAP AND PANEL B5 SUFFIX B6. FIRM INDEX DATE B7. FIRM PANEL 139 BASE FLOOD ELEVATIONS) NUMBER 1 7 -17 -95 EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12025c 0093 3 -2 -94 " X" NIA 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile X FIRM ❑ Community Determined ❑ Other (Describe): B 11. Indicate the elevation datum used for the BFE in 139: X NGVD 1929 ❑ NAVD 198E ❑ Other (Describe). B12. Is the budding located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes X No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevation are bused om: ❑ Con Aruction Dsav engs ❑ Building Under Constructiati' X Finished Corslrmton *A new Elevation Certificate will be required when construction of the building is complete. 4P __ Buiking Diagram Number 1(Select the building diagram most similar to the budding for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the budding, provide a sketch or photograph.) C3. Elevations – Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE ), AR, ARIA, ARAE, AP/A1 -A30, AR/AH, ARIAO Complete Items C3. -a -i below according to the building diagram specified in Item C2. State the datum used If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Stmrr field measurementsand d& m conversion ededatm. Use thespace provided or the Cormmenis area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGW29 CoxrvversioNCamnents NONE Elevation reference mark used COUNTY -BM Does the elevation reference mark used appear on the FIFA? ❑ Yes X No ❑ a) Top of bottom floor (including basement or enclosure) 13 . 02 t(m) ca CHARLES W. <CARR ❑ b) Top of next higher floor WA. J1.0) ❑ c) Bottom of Vo rest ho or" structural m (V zones ding) WA. 1t.(m) gin DEC. 30 ", 2004 . ❑ d) Attached garage (top of slab) 10 . 79 ft.(m) -0.1 ❑ e) Lowest elevation of machinery andkx equipment STATE OF servicing the budding (Describe in a Comments area) WA . _ft(m) FLORIDA =LORIDA PLS NO. ❑ t) Lowest adjacent (finished) grade (LAG) 10. _Lk (m) Z' in 1060 1A g) Highest adjacent (finished) grade (I iAG) 11 0 ft(m) N • h) No. of permanent openings (food vans) waft 1 ft. above adjacent grade 0 VENTS • i) Total area of all permanent openings (flood vents) in C3,h 0 sq. in. (sq. on) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I dandify that the inhNmadon in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIER'S NAME CHARLES W. CARR LICENSE NUMBER PLS NO. 1060 TITLE PRESIDENT COMPANY NAME CHARLES W. CARR SURVEYING, LLC. DRESS CITY STATE ZIP CODE 9245 S.W. 44T STREET _ MIAMI FLORIDA 33165 SIGNATURE DATE TELEPHONE DECEMBER 30TH 2004 (305) 221 -3416 IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Compary Use: BUILDING STREET ADDRESS (Including Apt., U64, Suite, ancilor Bldg No) OR P.O. ROUTE AND BOX NO. Policy Number 80 N.W. 93RD STREET CITY STATE ZIP CODE Company NAIC Number MIAMI SHORES FLORIDA 33150 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATIO (CONTINUED) Copy both sides of this Elevation Certificate for (1) community o fficial, (2) insu agenticanpany, and (3) building owner. ❑ Check here if attachments SECTION E - BUILDING ELEVA11ON INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete ftems E1 through E4. If the Elevation Certificate is intended for use as supporting information for a I A or LOMB -F, Section C must be completed E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed –see pages 6 and 7. If no dagram accurately represents the building, provide a sketch or photograph.) E2. The lop of the bottom Am (including basement or endosmre) of Me bLddN is _ ft(m) _in.(am) ❑ above or ❑ below (check one) the NOW adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ Q(m) _in.(on) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4, For Zone AO only: If no flood depth number is available, is the top of the bottom flow elevated in accordance with the community's unity's Awdplain management ordnance? ❑ 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 complete Sections A, B. C Cbm 03.h and C3.1 onty), and E for Zone A (wifhout a FEMA - inued or community— i ssued BFE) or Z o n e AO m u d sign here. The statements in Sections A, B, C, and E are correct to the best of my knowAedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATNE'S NAME ADDRESS CITY STATE ZIP CODE - FLORIDA 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. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed slxveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or cormrnunity4ssued BFE) or Zone AO. G3. ❑ The fofiovuing information (Items G4-G9) is provided for community floociplain management purposes. G4. PERMIT NUIOBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This pwrd has been issued tor: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor (including basement) of the building is: _ _fl.(m) Datum. G9. BFE or (in Zone AO) depth of flooring at the building site is: — _ It (m) Datum: LOCAL OFF NAME TITLE COMMUNITY NAME TELEPHONE SIG NATURE DATE COMME ❑ Check here if attachment i, ti PROCESS# FEDERAL EMERGENCY MANAGEMENT AGENCY D.M.B. No. 3067 -0077 FOLIO# 11- 3101 -017 -0020 NATIONAL FLOOD INSURANCE PROGRAM Expires DECEMBER 31, 2005 ELEVATION CERTIFICATE C.O.R. EL - 11.11' Important Read the instructions on pages 1- 7. Ah SECTION A - PROPERTY OWNER INFORMATION For Insurance Compary Use: BUILDING OWNER'S NAME Policy Number MILTON A. MIZELL BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 80 N.W. 93 STREET CITY STATE ZIP CODE MIAMI S _ _ _ _ _ FLO 33150 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 2, "CANADAY EXTENSION" PLAT BOOK 41 AT PAGE 71 BUILDING USE (e.g., Residential, Non- residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): or 04#0# ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1, NAP COMMUNITY NAME & COMMUNITY NUMBER B2 COUNTY NAME B3. STATE VILLAGE OF MIAMI SHORES/ 12 0652 MIAMI�ADE FLORIDA B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX DATE B7. FIRM P41EL 89, BASE FLOOD ELEVATION(S) NUMBER 1 7 -17 -95 EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12025c 0093 3-2 -94 " X N/A B 10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ AS Profile X FIRM ❑ Community Determined ❑ Other (Describe): 1311. Indicate the elevation datum used for the BFE in 89: X NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): 812. Is the building located in a Coastal Banier Resources S stem CBRS area or Otherwise Protected Area OPA ? ❑ Yes X No D2&abon Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based an ❑ Cahstruction Drawince ❑ Building Under Canstrhrctiah* X Finisthed Con*uctron *A new Elevation Certificate will be required when construction of the building is complete. . Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA AR(AE, ARW -A30, AR(AH, AR/AO Complete Items C3. -a -i below according to the budding diagram specified in Item C2. State the datum used If the datum is different from the datum used for the BFE in Section B, cornrert tthe datum to that used for the BFE. Shorn tieLd rhhearhremerhts and datim corNersion ca{cutatiah. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments NONE Elevation reference mark used COUNTY -BM Does the elevation reference mark used appear on the FIRM? ❑ Yes X No ❑ a) Top of bottom floor (including basement or enclosure) 13 . 02 ft(m) ca CHARLES W. CARR Ll b) Top of next higher floor WA. �ft (m) a 0 C) Bottom of b"Mi. honzontai structural m (V zones any) NIA. _It -") N �+� on DEC. 30 2004 ❑ d) Attached garage (top of slab) 10 . 79 ft.(m) E Ll e) Lowest elevation of machinery andror equipment d STATE OF servicing the buiding (Describe in a Comments area) NA. _tt(m) E E FLORIDA PLS NO. ❑ fl Lowest a4ace (finished) grade (LAG) 10. - 6 - ft (iTr) Z in 1060 l dj I liyhast a:jacent (fits heel} pacts (I IAG) fit/ iLz/ Ll h) No. of permanent openings (flood vents) withtir 1 ft. above aclacent grade 0 VENTS Ll ) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq an) _ SECTION D SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION -This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certr'recate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME CHARLES W. CARR LICENSE NUMBER PLS NO. 1060 TITLE PRESIDENT COMPANY NAME CHARLES W. CARR SURVEYING, LLC. DRESS CITY STATE ZIP CODE _ 9245 S.W. 44T" STREET MIAMI FLORIDA 33165 SIGNATURE DATE TELEPHONE DECEMBER 30TH, 2004 (305) 221 -3416 IMPORTANT: In these spaces, copy the corresponding infomigon from Section A For Insurance company use: BUILDING STREET ADDRESS (Including Apt., Unit, Stile, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO Policy Number 80 N.W. 93RD ST REET CITY STATE ZIP CODE Company NAIL Number MIAMI SHCRES FLORIDA 3315t) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) is Copy both sides.of this Elevation Certificate for (1) community official, (2) insurance agenYbo npany, and (3) building owner. ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A 0MTHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended fox use as supporting information for a LOMA or LOMR -F, Section C must be completed. E1. Building Diagram Number _(Select the building ing diagram most similar to the building for which this certificate is being completed –see Pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 Wth openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is , ft(m) _in.(crm) above the highest adjacent grade. Complete iterns C3.h and C3:i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplavr management ordinance? ❑ Yes ❑ No ❑ Unknown The local official must certify fhhs information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who oornpWir. Sections A. B, C ¢hems C3.h and C3.f only), aril E for Zone A (without a FEMA- issued or community- issued BFE) or Zane AO must sign here. The statements in Sections A, B. Q and E are correct b the best of rrry knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATNE S NAME ADDRESS CITY STATE ZIP CODE FLORIDA 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 flood lain marogonernt ordnance can complete Sections A B, C (o' E), and G of this Elevation Certificate. Complete the applicable item(s) and sigh below. G1. ❑ The information in Section C vms taken from other documentation that has been signed and embossed by a licensed suveyor, engineer, or architect who is authorized by state or local law to coriif)r 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 FEMA4ssued or community-issued BFE) or Zone A0. 03. E] The following ing infatuation (Items G4 -G9) is provided for oorrmunity floocplain management purposes. G4. PERMIT NUMBER G5 DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCFJOCCUPANCY ISSUED G7. This permit has been issued for: Q New Constnx6o ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (n Zone AO) depth of flooding at the building site is: _ _ ft (m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SI G N ATURE DATE COMMENTS Check here if attachment CRARums W. CARS suava='iwo. LLC. ,� �1 SHEET 2 OF 2 p al imam uvmvzvoau & alt"FuRs g MAIL TO: PHONE (305) 221 -3416 A.4 w 9245 S.W. 44'" St. FAX (305) 553 -9903 MIAMI, FLORIDA 33165 Je� 00 %as/?4 2 SEE THE REPORT OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 41 AT I PAGE 71 , MIAMI -DADE COUNTY, FLORIDA. THIS SURVEY MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. 1 _ N.W. 93 STRE n 1 :3 w 76.72 7s 7s 75 7s 7e 7II n .4 Z 3! o n o " QD ) Z 4 0 w s 1 3: 4; s 6 7 8; > O .t Q 0 a �16� 15m 14S 13� 11 12* m 10: 2.'36 7E.79. 71 7s 7s 7s 7S 7s 7s ao o Z v �1. N W RE M 92 STREET �n Ao-18 Jo.oJ PCR�VTE J2, 3•G ASS 14.37 Inez LEGEND &SYMBOLS T M `►� � fJ /�� M 0 A -- ARC LENGTH R -- RADIUS BM -- BENCHMARK T -- TANGENT PWR TRAN - POWER TRANSFORMER CHORD C _ WV -- WATER VALVE - DELTA(CENTRAL ANGLE) WM -- WATER METER MEAS -- MEASURED P & T -- POWER &TELEPHONE LINES X K — 1+* O CALC -- CALCULATED MH -- MANHOLE LID V PCP -- PERMANENT CONTROL CB -- CATCH BASIN POINT CO -- CLEAN -OUT COVER Q,���T: CJ ! /O,J4 PRM -- PERMANENTREFERENCE CL -- CENTERLINE 9 MONUMENT CBS -- CONCRETE BLOCK STRUCTURE PC -- POINT OF CURVE CLP -- CONCRETE LITE POLE RAV -- RIGHT OF WAY CONC. -- CONCRETE BM BENCH MARK FPL -- FLORIDA POWER & LIGHT END IP -- FOUND IRON PIPE EL -- ELEVATION BASED ON 1929 NGVD CLR -- CLEAR END IR -- FOUND IRON ROD �p C L F -- CHAIN LINK FENCE ENCRO •- ENCROACHMENT TYP •• TYPICAL (FOR SEVERAL) WMF -- WIRE MESH FENCE N/A - N/D -- NAIL & DISC NOT APPLICABLE DH -- DRILL HOLE P.O.B. -- POINT OF BEGINNING i P.O.C. - -POINT OF COMMENCEMENT CTY MON - COUNTY MONUMENT V Q C M - CONCRETE MONUTT MENT PKG SP -_ PARKING SPACE �! SAN SWR - SANITARY SEWER HYD -- FIRE HYDRANT W'M -- WATER :MAIN H C PKG -• HANDICAP PARKING WE -- WOOD FENCE U E -- U'nLITY EASEMENT LOCATED IN: VILLAGE OF MIAMI SHORES, MIAMI -DADE COUNTY, FLORIDA . >� -- -- LOCATION SKETCH LOT DETAILS SCALE: 1 INCH = 150 FEET SCALE: 1 INCH 15 FEET FZ 4 /�aWC � �� POWER �L'i /I7 ,oat.E' a Alk w m Hu v a rae REPORT OF BOUNDARY SURVEY SHEET I OF - 2 74T4 ZON ��P � J va vOn ' & Pugs LANDS DESCRIBED IN PLAT BOOK 41 __ . AT PAGE 71 PHONE (305) 221 -3416 MIAMI -DADE COUNTY FLORIDA SURVEY NUMBER:04 -12 -130 [ 9245 m S.w. . FAX (305) 553-9903 MIAMI, FL 33165 SURVEY NOTES 1. THE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH EXISTING ABOVE GROUND IMPROVEMENTS LOCATED. NO UNDERGROUND FOOTINGS MAP OF BOUNDARY SURVEY FOR: WERE LOCATED UNLESS OTHERWISE SHOWN. 2. NO ENCROACHMENTS WERE NOTED BY THIS SURVEY UNLESS SHOWN. SEE THE MAP OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 41 AT PAGE 71 , MIAMI -DADE COUNTY, FLORIDA. THIS SURVEY REPORT AND MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. 3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND /OR USE OF THE DESCRIBED PARCEL THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF THIS REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. FOR' RIGHTS -OF -WAY, INGRESS OR EGRESS IS SHOWN ON THIS SURVEY DRAWING. HOWEVER THIS SURVEY DOES NOT PURPORT TO REFLECT ANY RECORDED LEGAL DESCRIPTION WSTRUM1 NTs OR RIGHTS -OF WAY OTHER THAN SHOWN ON THE RECORDED PLAT OR STATED IN THE LEGAL DESCRIPTION AS IT APPEARS ON THIS DRAWING. THIS SURVEY LOT 2 , SUBDIVISION " CANADAY EXTENSION ". ACCORDING TO THE PLAT THEREOF AS RECORDED PLAT BOOK 41 AT DOES NOT CERTIFY THAT SUCH INSTRUMENTS DO EXIST AND LANDS SHOWN HEREON PAGE 71 OF THE PUBLIC RECORDS OF MIAMI - DADE COUNTY, FLORIDA. WERE NOT ABSTRACTED FOR EASEMENTS AND /OR RIGHTS OF WAY OF RECORD. 4. THIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS AS REQUIRED BY THE ZONING OF THE DESCRIBED PARCEL, NOR DOES THIS SURVEY CERTIFY THAT ANY CERTIFIED TO : OF THE IMPROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE ZONING REGULATIONS. MILTON A. MIZELL 5. THE NORTH ARROW AND BEARINGS AS SHOWN ARE DERIVED FROM THE ASSUMED PROPERTY ADDRESS MERIDIAN ON THE RECORDED PLAT; THE LEGAL DESCRIPTION THEREON IF SAID $0 N.W. 93 STREET DESCRIPTION IS A METES AND BOUNDS AND /OR A FRACTIONAL DESCRIPTION THE MIAMI SHORES. FLORIDA 33138 BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND THE BASE LINES ARE SHOWN ON THE LOCATION SKETCH. AWN DATE OF FIELD SURVEY: DECEMBER 30 2004. At 6. THE FLORIDA INSURANCE RATE MAP PANEL 0093 i DATED 7-17-95, INDEX DATE 3- r 234, CONIlVI(INTTY No. 120652 NATIONAL FLOOD INSURANCE PROGRAM DELINEATES THE ACCURACY HEREIN DESCRIBED LAND TO BE WITHIN ZONE "X " , ELEVATION N/A FEET. THIS IS NOT A FLOOD HAZARD ZONE. THE EXPECTED USE OF THE LAND: AS CLASSIFIED IN THE MINIMM TE AL STANDARDS (61G17 -6 FAC). IS "SINGLE FAMILY RESIDENTIAL ". THE 7. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM AND BENCH RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 0 FEET. THE ACCURACY OBTAINED BY MEASUREMENT WITH A SOKKIA T IEODILI AND A MARKS ARE CITY, COUNTY, STATE OR GEODETIC VERTICAL REFERENCE MONUMENTS. SOKKIA 200 FOOT STEEL TAPE AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. 8. THIS IS A LAND SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLORIDA STATUTE 472 AND THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS DATA SOURCES ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS THE LEGAL DESCRIPTION WAS FURNISHED BY MARK A. CAMPBELL ARCHITECTS 373 PURSUANT TO CHAPTER61G17 -6 FLORIDA ADMINISTRATIVE CODE AND MEETS THE N.E. 92 STREET MIAMI SHORES, FLORIDA 3 313 8. REQUIREMENTS OF THE FLORIDA LAND TITLE ASSOCIATION. EASEMENTS: THE RECORD PLAT DOES NOT INDICATE ANY EASEMENTS ON SUBJECT PROPERTY. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: CHARLES W. CARR, LICENSE NUMBER LS 1060. STATE OF FLORIDA. SIGNED: ti CHARLme W. CARR so 'RVR'!'zNO LLC. ►t 1� SHEET 2 OF 2 ZBAAM MAIL TO: PHONE (305) 221 -3416 A.4 W —03'Q 1 9245 S.W. 44' St. FAX (305) 553 -9903 ' MIAMI, FLORIDA 33165 75 __ - I L SEETHE REPORT OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 41 AT PAGE 71 , NIIAMI -DADE COUNTY, FLORIDA. THIS SURVEY MAP IS NOT VALID WITHOUT C THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR X01 O AND MAPPER. THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. _ — N. W. 93 STRE _ _ ��-" � S !-J C /�G7 L /� ti . P. R. M � » t•.11. M. W W 76.72 73 75 73 75 7E 73 � ��/• �� 1 z 39 m a o ' 03i � 40 l W F�1p > 1 3 4 4 5 6 7 8 s a' %f� v •••• 16 ° 15 m 1�4 a' 13 : 12 � 11 � 10 : 9 • �� � � � � •••• • '•' •• ,s• • 39 40 �) • • ••• •• Z 76.79 75 - 73 73 73 73 73_ 7S - 1 ' \ •, •, • • • Z M �J ti �1� ••••• �•• •• • in Ar N.W. 92 STREET M L �••• , •• • So o 0 Q . WOKEN. ._ _ •• •. •• . ti 1rr G8 /o.o! 41 1.� c 0 p mli2k r .. % T• • • LEGEND & SYMBOLS A - -ARC LENGTH R -- RADIUS BM -- BENCH MARK T -• TANGENT PWRTRAN -- POWER TRANSFORMER C - -CHORD WV -- WATER VALVE DELTA(CENTRt1L ANGLE) WM -- WATER METER MEAS -- MEASURED P & T -• POWER & TELEPHONE LINES CALC -- CALCULATED MH -- MANHOLE LID PCP •- PERMANENT CONTROL CB -- CATCH BASIN T'� POINT CO -- CLEAN- OUTCOVER } � 4•�� 9 99 �-T 9-7 PRM -- PERMANENT REFERENCE CL -- CENTERLINE Y• MONUMENT CBS -- CONCRETE BLOCK STRUCTURE PC -- POINT OF CURVE CLP -- CONCRETE LITE POLE RfW RIGI4T OF WAY CONC. -- CONCRETE BM -• BENCH MARK FPL -- FLORIDA POWER & LIGHT FND IF -- FOUND IRON PIPE EL -- ELEVATION BASED ON 1929 NGVD CLR -- CLEAR FND IR -- FOUND IRON ROD C L F -- CHAIN LINK FENCE ENCRO -- ENCROACHMENT TYP -- TYPICAL (FOR SEVERAL? WhiF -- WIRE MESH FENCE N/A - NOT APPLICABLE DH -- DRILL HOLE , D P.O.B. -- POINT OF BEGINNING Nil) -- NAIL & DISC v P.O.C. -POINT OF COMMENCEMENT CTY MON -- COUNTY MONUMENT V CM- CONCRETE MONUMENT PKG SP -- PARKING SPACE �+ SAN SWR - SANITARY SEWER HYD -- FIRE HYDRANT W/M -- WATER MAIN H C PKG -- HANDICAP PARKING d' WF -- WOOD FENCE U E -- UTILITY EASEMENT LOCATED IN: ' cp VILLAGE OF MIAMI SHORES, MIAMI -DADE COUNTY, FLORIDA LOCATION SKETCH LOT DETAILS SCALE: 1 INCH = 150 FEET SCALE: 1 INCH = 15 FEET. F.c/D � /�Ovr/cC,2 T�'G�'/�•y�,t/c -' �'' �t/.�T�.� G /.�/Ef" �-,�,] Po4E' we cAlta HUMS im 2 REPORT OF BOUNDARY SURVEY SHEET 1 OF 2 PBOP-MINNIONALL LANDS DESCRIBED IN PLAT BOOK 41 , AT PAGE 71 MAIL TO: PHONE (305) 221 -3416 MIAMI -DADE COUNTY, FLORIDA SURVEY NUMBER:04 -12 -130 9245 S.W. 44"' ST. FAX (305) 553 -9903 MIAMI, FL 33165 SURVEY NOTES 1. THE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH EXISTING ABOVE GROUND RAPROVEMENTS LOCATED. NO UNDERGROUND FOOTINGS WERE LOCATED UNLESS OTHERWISE SHOWN. MAP OF BOUNDARY SURVEY FOR: 2. NO ENCROACHMENTS WERE NOTED BY THIS SURVEY UNLESS SHOWN. SEE THE 1VIAP OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 41 AT PAGE 71 , MIAMI -DADE COUNTY, FLORIDA. THIS SURVEY REPORT AND MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. 3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND /OR USE OF THE DESCRIBED PARCEL THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF THIS REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTTER. FOR' RIGHTS -OF -WAY, INGRESS OR EGRESS IS SHOWN ON THIS SURVEY DRAWING. HOWEVER THIS SURVEY DOES NOT PURPORT TO REFLECT ANY RECORDED LEGAL DESCRIPTION INSTRUMI✓NTS OR RIGHTS -OF WAY OTHER THAN SHOWN ON THE RECORDED PLAT OR STATED IN THE LEGAL DESCRIPTION AS IT APPEARS ON THIS DRAWING. THIS SURVEY LOT 2 , SUBDIVISION " CANADAY EXTENSION ". _ACCORDING TO THE PLAT THEREOF AS RECORDED PLAT 'OOK 41 AT DOES NOT CERTIFY THAT SUCH INSTRUMENTS DO EXIST AND LANDS SHOWN HEOW • • •.. WERE NOT ABSTRACTED FOR EASEMENTS ANDiOR RICUHTS OF WAI OF.VCORD! * . PAGE 71 OF THE PUBLIC RECORDS OF MIAMI - DADE COUNTY, FLORIDA. .. • 4. THIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS.AS ;wiQUIRED BY : • • • THE ZONING OF THE DESCRIBED PARCEL, NOR DOES THIS SURVEY CERa - 064 � , THAT �Y •. • CERTIFIED TO : OF THE IIVIPROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE ZOT Rt GULATIO"S. • : • MILTON A. MIZELL • • • 5. THE NORTH ARROW AND BEARINGS AS SHOWN ARE DERIVED FRO" ASSUIAVD • 0 PROPERTY ADDRESS MERIDIAN ON THE RECORDED PLAT; THE LEGAL DESCRIPTION THERE%k'�ID DESCRIPTION IS A METES AND BOUNDS AND /OR A FRACTIONAL DESCRIPT'iO�i THE .... • • • •' 80 N.W. 93 STREET • MIAMI SHORES, FLORIDA 33138 BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND THE BASE L INE�S ARE ' .... • • � . ; SHOWN ON THE LOCATION SKETCH. • • • .... • DATE OF FIELD SURVEY: DECENIBER 30T . 2004. 6. THE FLORIDA INSURANCE RATE MAP PANEL 0093 i DATED 7-17-95, INDEX DATE 3- 2-94, COMMUNITY No. 120652 NATIONAL FLOOD INSURANCE PROGRAM DELINEATES THE HEREIN DESCRIBED LAND TO BE WITHIN ZONE "X " , ELEVATION N/A FEET. ACCURACY THIS IS NOT A FLOOD HAZARD ZONE. THE EXPECTED USE OF THE LAND: AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17 -6 FAC). IS "SINGLE FAMILY RESIDENTIAL ". THE MINRVIUM 7. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM AND BENCH RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT WITH A SOKKIA THEODILITE AND A MARKS ARE CITY, COUNTY, STATE OR GEODETIC VERTICAL REFERENCE MONUMENTS. SOKKIA 200 FOOT STEEL TAPE AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. 8. THIS IS A LAND SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLORIDA STATUTE 472 AND THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS DATA SOURCES ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS THE LEGAL DESCRIPTION WAS FURNISHED BY MARK A. CAMPBELL ARCHITECTS 373 PURSUANT TO CHAPTER61G17 -6 FLORIDA ADMINISTRATIVE CODE AND MEETS THE STREET MIAMI SHORES, FLORIDA 3 N.E. 92 3138. �D REQUMEMENTS OF THE FLORIDA LAND TITLE ASSOCIATION. EASEMENTS: THE RECORD PLAT DOES NOT INDICATE ANY EASEMENTS ON SUBJECT PROPERTY. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: CHARLES W. CAR.R, LICENSE NUMBER LS 1060. E STATE OF FLORIDA. SIGNED: �?/ Parcel Owner Report Parcel Number: 1131010170020 80 93 Street NW Miami Shores FL 33138 - Tax ID: 1131010170020 Owner Information MILTON MIZELL Current Owner: Yes Phone: (305)758 -1836 Cell: (305)494 -5222 Related Permits Permit Number Application Date Expiration Date Status Electrical - Residential EL -7 -07 -1427 07/10/2007 06/20/2009 CLOSED Electrical - Residential EL- 2- 06-491 02/28/2006 06/20/2009 APPROVED Fence/Wall FW -3 -06 -697 03/15/2005 07/14/2008 CLOSED Imported Permit BP2002 -740 04/11/2002 10/08/2002 CLOSED Mechanical - Residential MC- 2- 06-493 02/28/2006 07/14/2008 CLOSED Paint PT -9 -07 -1906 09/10/2007 08/19/2008 CLOSED Plumbing - Residential i PL -3 -06 -732 03/15/2005 02/11/2008 APPROVED Plumbing - Residential PL -8 -08 -1437 08/01/2008 03/02/2009 CLOSED Plumbing - Residential PL -3 -06 -733 03/15/2005 02/24/2007 APPROVED Plumbing - Residential PL -2- 06-490 03/15/2005 09/20/2008 APPROVED Residential Construction BP2005 -360 03/15/2005 02/11/2008 APPROVED Roof RF -2 -06 -492 02/28/2006 02/11/2008 CLOSED Windows /Shutters 5 RC -3 -06 -514 03/01/2006 03/01/2007 �. Windows /Shutters WS -6 -08 -1180 06/26/2008 02/24/2009 CLOSED Windows /Shutters BP2005 -1566 03/15/2005 09/29/2007 CLOSED ei �1Xy a vl 901 I �o O0 Thursday, January 22, 2009 Page 1 of 1 e Miami Shores Village ti * Ji��Y 1 8 Zoos � Building Department BY: _ ' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit N o. 1 0f 05 woo PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical_ Roofing Owner's Name (Fee Simple Titleholder) M ctb Phone # - �Or , , 32- ' y 7 r 4 Owner's Address �i 0 1'V W 1 � 3 µ 5 7�(/L'� City V�l f 1l" ^ 1 S i K.�S State Zip 3 1 Tenant/Lessee Name Phone Job Address (where the work is being done) U 0 3' ' : 1szj City Miami Shores Village County Miami -Dade Zip - �'S ( 3 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. 6 chitec ngineer's Name (if applicable) M4C 45'7 t� L Phone # Value of Work For this Permit $ 3 6 b Square / Linear Footage Of Work: S- 1` Type of Work: nAddition FlAlteration QNew ❑ Repair/Replace Describe Work: !F &-T I 4 r (14 S A- ' Submittal Fee $ Permit Fee $ �-� CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ tt Structural Review. $ Total Fee Now Due $ t See Reverse side - r.. Bonding Company, , i it a a le) Bonding Company's Addre s City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that -no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before ire this day of , 20 _, by day of 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: �< 4 Plans Examiner Engineer Zoning (Revised 02/08/06) MIAMI DADE • ••• " • W••, _ MIAM1 -DADS COUNTY, FLORIDA • • • •:�� - -r : • • . T R BUILDING 0 BUILDING CODE COMPLIANCE OFf14E (BECOj • ! 1401 L ST , SUITE 1603 PRODUCT CONTROL DIVISION ""' • ' IA FL A 33130 - 1563 ( } 5 -2 F (305) 375 -2908 NOTICE OF ACCEPTANC NOA► .:'.:•• ." E' Jeld -Wen, Inc. • • "• 31725 highway 97 N. • • • • • • • Chiloquin, Olt 97624 SCOPES fi This NO g e 4 -s and regulations governing the use of construction materials. The do ' m s een reviewed by Miami -Dade County Product Control Division and accepted by the B ules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "DoorCraft® Steel" Single Outswing Opaque WIE Insulated Steel Door - Impact APPROVAL DOCUMENT: Drawing No. DC9920, dated 09/25/00, titled "Outswing Opaque Insulated Steel Single Door in Wood Frame ", sheets I through 5, prepared by R. W. Building Consultant, Inc., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE UVI PACT RA TING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TER,INIINATION 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. I NSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for insincr tiaJa..al bs. - ,i site at the request of the B uilding Official. This NOA renews NOA 4=0 p.+0.05 j hq 6onsists of this page i as well as apl2roval document mentioned above. The submitted document ron`v Y£vt+.yd © "�`� t APi' ' � t � Ry DATE NOA No 02 -0712.06 , Expiration Date: August 05, 2007 _.. _ Approval Date: August 08, 2002 Page t co l r DE.R, L DoorCraft Steel Ct OUTSWING OPAQUE SINGLE DOOR J7 - 3/4' WOOD EDGE INSULATED STEEL DOOR WrTH W000 FRAMES OA MAX. FRAME WIDTH z N �36 r. i 0 A. MAX. PANES WIDTH_I } N 37 - 3/4• z 3 D: N OA AX M. FRAME WIDTH GENERAL NOTES 'r•" 36 z -0 a MAX. PAN,, VnOTH T ft . 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING W n Z CODE 1994 EDITION FOR MIAMI -DADE COUNTY. -3 cn U l 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED FRCPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON \ \ 0 • • • • DETAILS. ANCHOR EMBEDMENT TO BASE MATERfAL SHA 9E BEYOND In vl • • • • • 4 00000 t J • WALL DRESSING OR STUCCO. � •y^ • 0 • CyyW � • • 4, IMPACT RESISTANT SHUTTERS NOT REQUIRED :- p t "• �u z _ � •�••• ••a ao 0000• 5, DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: u = g • p- � o •• z • - FOR 6'8" WOOD FRAMES; SEE TABLE_ ON SHEET 2 S e • • • • O -� - FOR 8'0' W000 FRAMES; SEE TABLE ON SHEET 3 = p • • • ? � W F� • • • • p a = a- •w•• • „j�� V ••s• O O � • • p � � p � «..•� •g •�S� 0000 < 1 •• 3 i 0000• ° OUTSWING INSULATED STEEL DOOR D < Z • • • ID • • (Common to all frame conditions) • • • • • • • • Door Leaf Construrtiom < < • �hrcts_ 24 ga. (0.020) minimum thickness, �• • 000.0• Galvanized steel A -525 commercial quality - AKDO • • • 000 • • • per ASTM 620 With min. yieid strength Fy =23,300 psi. • Ln Core desion• Expanded polstyrene With 1.0 to 1.25 • z O ibs. density. Inn el fac Steel e�31hC*b� u led to exaanded pol ystyrene : S e with and t o ex cted Veneered Lumber stilas ck block 6'-8" Height (OPTION) $-� Height K reinforcement. 6 PANEL EMBOSSED DOORS VIEWED .- FROM EXTERIOR ° (SHOWN FOR CLARITY OF MEW) TABLE OF CONTENTS SHEET DESCRIPTION 1 COMMON ENERAL NOTES TYPICAL ELEVATION IM 2 ANCHORS ANO ELEVATi N iI -~ ANCHORS ELEVATIONS ANO BILL OF MATERV.LS p E S I G N PRESSURE RATING 4 VERTICAL AND HORIZONTAL CROSS SECTION$ APPROVED AS COMPLYING V,47H THE GAM: 9/25/00 ' 5 COMMON DOOR MODES LXK DETAILS) w PRODUCTRENEWEp scvu: N.T.S. rr[AC carpe nCmatoN wNCRf rHFA whURAiCN .r tom 1 n SOIfTtI0a7DA t1LNL0177G CCOE RECUREUOrr. IS r tMW REQUIRE CWT 5 Nall N BRidle Coder Eh th< Flo+idR E /�Cr.E/it lu ODf Sr: TJH G A — pt.am NoD 8Y ow, Or: RW POSITNE + $0.0 P.f + 30.0 P.f Ai� b PR P, CONTROL pWSiCN oaarwc Na: wEG.TtvE - 53.0 P.I 53.0 o.f EuICd. CCCE COMPCWICE OfF10E DCrJD20 j ACCEPTANCE t:O._ Q�(o•�,(� sNEri 1 Or 5 x 1 3 2 C A .. . ¢ ¢ �! � H t .. .... T 6 4 _h g 1 w xx 4. 14' TYP. I ' -- - 4 . • .. • • • wL3� 14' TYP. •• • • •• =Z� •�3 26 `• • Qvl i "_ 2 t • o I i t 2 � •••• • • ✓1 14' TYP, '— Q • • ••••• �.�i 1 �? _. 17 t 2 •••• • G O g ••a ' + •••••• •• • 0 ••• 1 o yr 14' TYP. • t 14' TYP, •••• • ••• •• z • o 6' 8.._..8.. D 6'8" 6 PANEL DOOR ANCHOR LOCATIONS VIEWED FROM EXTERIOR _ (SHOWN FOR CLARITY OF VIEW) ' I i 4 �DUIIOINC � CONSUITNfiS, WC 613.604.3631 i arc 9/25 00 pROD�C'r'AENF.1vF0 APPFOVEB A ^a CC! /Pt19vG YAilf :FtE I as ramGY iap ni:h tlK %orida sc+LC T,S. Daid.0%Cmte S:UTtFI:.P:OA PUILOIt:G CODE N. LS. AK pta—N. o a^ ! " / 001 mtc. at iJH Eaplratioa Date ] py UIN. U}: R11( Br PROC ' IM d- P-da tCast BVL01114 000ECMPLIAtICEOFFICE OC9420 Di`' ACCCPTAfC° Y.O. I+�' /OGYp. D.f� . vur 2 or 5 i li Or Z � h h Ol 01 ITEM DESCRIPTION 1 A.. 3 B.. 2 2 3 U Q p � Lo ch ; 4 z 4 -9 16 ood Jgmb w 1 rabbet l-s l {..=+{ 4 2 LV 2 Him c omb "amb l -t 4 x 4 -9 16 Wood Jomb w 1 rabbet ` / /// 2 X: Head 7 -1 4 x 4 -9 16 Wood J- w 112 rabbet h 4 4 k 4 butt hin es 12 a..08 6 - 4 3= C1 9 X 3 a PFH wood screw hin a to home -- Q L''� V. x 3 PFH wood screw with 1.33 minimum �- I 7 © ^ J , cm edm4n into sub -buck rte^ Lt,t 2T 8 10 x 2 P H wood screw !7 -1/8' G �`(yp," rrr• U0. 9 3 16 to con 1 -1 4 into moron 7 • - 10 Scddle barrier free ihreshot 1 2 x 4 x 1 8 extruded glum. • • • • • • • • • • _+ 26' r • s13 jqMpio • 13 Com resn •• r • 14 12 X 3 PFH wood wcotherstri Schlegel O -Lon 005 650 screw •• �r •+L• 15 - 17 -t /8' •• • d Z N minimum FY 23-30 0 si. • • • • 2 • _ 17 x 2 PFH wood s rew ••••• ��"o *Bott it wood 1.67 x 1 4 •• • Z LA � •�� Bol om ail wood 1,067' x 1.05 0 i Slite wood 1.0 7' x 1 04 ' laminated veneer Iumb r 11 -1 /B' 26 21 • • • • • • • • �p 3- 21 Wood lock rcentoreemenl 1, x 2.75 x 4.75 O • OS t thre be^ • • • G � :S 4 oor w e no re 'd wi bu f ce hold �, 34 • • • • • 3x �-4 5 8 x 1 P I 'A PH M � � • • • & u 26 t x PFH woad crew 17 -7 L • • • 2 • a a • 7 Kwikset titon series lock 200 i • �. 17 -1/8' • •••• • m 29 Lotch screws 8 x 1 -1 2 P..H, W.S. • • 0 Mason woU 26, • • • • • • - • 1 2x wood buck B -- 16 2 Ex ended o st ten e 1.0 in 1. Ib. Densit pY J LO -vrEN • • 1 max, shim s oce 1 ul Wood lock reinforcement 1.67 z 2.75 x 11.8 5 17 -1/8' OR O ) 7 Ull ji _I a' �., B .. ANCHOR LOCATIONS 8'0" 6 PANEL DOOR VIEWED FROM EXTERIOR M SHOWN FOR CLARITY OF VIEW) oaTC 9/24/00 �StOMICT ttF.NF.I \'F.n AfDFO'.'ED.15 CG'.IMYIN�vATr1 iN� scALr-- N.T.S, a� ro Rfl;iac ui•h llc tlarida iOViA FLORIDA DIA0Ptn, COoE mldu.a Cade ty,,eee ! 222 ao/ ow¢. ay. rJH �>•ace NO -Q e.P r+ao. 0.0 7 f Y�1G cNx. ar W Attt R Pi.Oix CCtr1R.^.l t1PA510N �! ONMO1q No.: D a. P. A-1 as4 6U,LC'i: CODE CW- PUr.HCE MICE OC9920 I c oa z 33 31 U Q a Z �o� 30 W 3, 7 3 N (J 7 27 r z 2 3 7 13 _ v (� INTERIOR q. 16 15 W IB , - E Oz • X JJJ :. e! a in O O • • • T ` 7 . G ul • • •e•e1 '•• e I 32 - - - - OLn • Do 0 12 •f •sew 1 O e4fi • p g R _ • ° e e • • •• 7 o wee• • 13 •.v - •ese• e e • • • 20 32 1 a •ee•e 30 1 4 2 G000 e • e EXTERIOR • WOOD OR *sees* 13 • • • SUMT • 7 • Fp$ e w000 SUBSTRATE N (TYPICPR) e DR 1 HORIZONTAL CROSS SECT s • • • • •9 PDM MASONRY SUBSTRATE • � • LI, (TYP. INSTALLATION INTO 2X WOOD BUCK) in • • a •ewe �� RTICAL CROSS SECTION ° 4 — o Z �oviwwc ' CONSULTANTS. LNG GE,NE'LAL NOTE: ATTACHMENT OF 'WOOD SUB —BUCK TO MASONRY g13.60d.303t TO BE SPECIFIED BY ARCHITECT OF RECORD. oArc 9 25 OO Avrap:EO As GCI.IMYtt+G ram THE 7R0I7UCT RfNF1VF.r1 sa+.t• N.T.S. y anopirin= wi:h iA< FbAd. SOUTH Ft.O'UOn OINIOtNG CODE wc. -- m: R W Apt. Na -n7r2 nL. eY , y,r: R E> •r+deo Dap PFJDU f LpNTROI Drl) ON 6y RURCN: 00[COAIPUANCEOFFK'E DC9920 awi~ 1W <Prala <tCact ACCEVTA::CE 5,m 4 a 5 i r 1 i i3a� `xz ®® ®® to XX W amUa t t6 ®13 i Wyl • • ' ad y C30 • • O O •••• • ® ® zt •• • i.i i .... .. ®® ®® ®® 0 0 VI • VI. :.... 8000 .. ®® Igo 0. .... i••.• • •• •• ®ll z •� �• • • • • ••• • z • • • • / i•..• •.•• • to • • •••• LATC OPTIONAL FLUSH AND EMBOSSED DOOR MODELS � NOTE: DOOR PANELS NOT TO EXCEED 3'0 X a'O W 2 i �flUR.DINU ! GONSULTAHTS. INC � BtJ.6B4.3831 i AFPROVEO AS COl:PLYIHG WIN THE OAW' 9/25/00 PRODUCT Ri:NF.WED scAu. N.T.S. *- ..rlyimCwChthe Florida SOUTH FLORIDA HUILOViG CODE Duid�ep Cede p Ems HLG4A /( DOl ^ Err. TJk E.pim . Rs 2 • 6 8Y CWL er RW Eapinttoo Date D� . FR TC TROLOMEIOtt aurtNC w. DY SUU"IG CODE COMKIANCE OFFICE 009920 nta�t ea<r.ed% AeeEPrANCEe.D /OOGoS or Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To MILTON MIZELL Invoice Number: RC -5 -07 -28570 80 NW 93 ST Invoice Date: May 22, 2007 MIAMI SHORES, FL 33150 -2233 Permit Number: BP2005 -360 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Residential Construction / Work Classification: Date Fee Name Fee Type Fee Amount 05/22/2007 Revision Fee Calculated $35.00 05/22/2007 Scanning Fee Calculated $6.00 Total Fees Due: $41.00 PAID Tuesday, May 22, 2007 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (3 -2204 Fax: (305)756 -8972 eturn to: Miami Shores Village Invoice Number: RC -1 -09 -33745 10050 N.E. 2nd Avenue Invoice Date: January 22, 2009 Miami Shores, FL 33138 -0000 Permit Number: BP2005 -360 Bond Number: 1160 Bill To Comments: MILTON MIZELL 80 93 Street NW MIAMI SHORES, FL 33150 -2233 It :he :. �... Date Fee Name Fee Type Fee Amount 01/22/2009 Expired Permit Renewal Fee Calculated $1,080.00 Total Fees Due: $1,080.00 Payments Date Pay Type Check Number Amount Paid Change 01/22/2009 Check 2000 $1,080.00 $0.00 Total Paid: $1,080.00 Total Due: $0.00 Thursday, January 22, 2009 June 30, 2005 Miami Shores Village Building Department Please do not continue reviewing the building plans for the Mizell residence (permit number 3Pv. - -36v ) as I am still selecting contractors for the project. I will contact your office in the near future to proceed when selections have been made to continue the process. Thank you, ^4 Milton Mizell 80 NW 93St Miami Shores, Fl 33150 Received by rte. Date n. 3o Miami Shores Village Building Department 10050 N.E,2nd Avenue y Miami Shores, Florida 33138 Tel: (305) 795.2204, Fax: (305) 756.8972 Permit No. BP 05 -360 Page 1 of 1 6/20/05 3RD BUILDING CRITIQUE SHEET 1. Before the Permit can be issued, 'cal ptu eptic, gas n and storm shutter permit a lications sh _e subm fo ra royal. . Submit two sets of So, for all windows and doors. 3. Truss layout sheet and truss engineering can be submitted at a later date. (Before tie beam inspection) Items 1 & 2 above were on the previous critique of 3/25/05 and 4/20/05, and are required to be submitted and approved before the permit can be issued. Claudio Grande 305- 795 -2204 ext.430 AJ Miami Shores Village Building Department a 10050 N.E.2nd Avenue ® ` Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 05 -360 Page 1 of 2 4/20/05 2ND BUILDING CRITIQUE SHEET 1. Address P &Z comments. 2. Plans must be reviewed and approved by HRS. 3. Submit electrical, mechanical, plumbing, septic, gas, roofing and storm shutter permit applications. 4. Submit two sets of NOA's for all openings. FBC 1626.1 5. Provide a typical exterior wall section showing roof, facia, height of wall/beams, insulation, framing, drywall, ect, for one story and two story exterior walls. 6. ID new egress windows in existing BDRM's. These windows are marked A- existing in the window schedule. Follow the procedures for submission of corrected plans for your re- submittal. Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 4/20/05 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 05 -360 Page 1 of 2 3/25/05 BUILDING CRITIQUE SHEET 6:() Address structural and Qanapproved omments. Plans must be reviewed by HRS. lanning and Zoning (,) far im a Joe . Submit electrical, mechanical, plumbing, gas, roofing and storm shutter permit applications. 5. Provide a typical exterior wall section showing roof, facia, height of wall/beams, insulation, framing, drywall, ect, for one story and two story exterior walls. 6 ID and provide NOA's ffor new BDRM egresss windows marked A (existing). Follow the procedures for submission of corrected plans for your re- submittal. c���A c6 d Ue W1 �-V 3 J2 9 IOS Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 3/25/05 305 - 795 -2204 CRITIQUE SHEET JOB ADDRESS APPLICANT �t� �=� PERMIT NO, ADDRESS: PHONE f# MIAMI SHORES VILLAGE APPL �� � � � ` BUILDING 1 ZONING DEPARTMENT' SECTION BY DATE SHEET _OF ZONING MISCELLANEOUS - - — - ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL . f. Subject to compliance vdth aft Federal. State. County.V•dtage rules end rewAattotm Wage essuates no responslbplty for accurtcy offor resutts from those plans. 2. This copy of plans mutt b• airallable on (wilding ilte or no Inspactlon Ydif be coaducted. DATE �O NIa► �I y ' COMMENTS INI -?4L�_/Ajl�_ 7_7L�_Z- _Lrf Cj ii r i ' , e-�v Miami Shores 'pillage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 3 Job Name 14 Iz e STRUCTURAL CRITIQUE SHEET����;� +' 6 k -n, k" c V'O i'11 / ec'6 — C"M C10 !1ZA/t Q 1 s 6 new vi 4.4 �? LVee aldu �', �i � 'u�'�x l ` �i -. I !'!moo d-e* or ate. 'h' m yz }j5 6a, AL t- gla p , 1 i Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 05 -360 Page 1 of 2 3125/05 BUILDING CRITIQUE SHEET . Address structural and P &Z comments. Oov @- 2. Plans must be reviewed and approved by HRS. Is-i Pti°s' 3. Plans must be reviewed Miami -Dade Planning and Zoning for impact fee paid payment. Q@1n sTrA"O Or ( 4. Submit electrical, mechanical, plumbing, gas, roofing and orm shutter permit applications. (� e- -c- F6.11) rovide a typical. exterior wall section showing roof, facia, eight of wall/beams ' s�-o insulation, framing, drywall, ect, for ne st 0 yv �^- s -� •A •y wt-nf- and provide NOA's ffor new BDRM egress windows marked A (existing). N G�,j w ,,o m-, CC) r4 n,-r s s s Z,� A - Follow the procedures for submission of corrected plans for your re- submittal. x... Nno es v wage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: Job Name ``° t1 STRUCTURAL, CRITIQUE SET } , : { � w // t (L -v i 5 r 5.2z' • � �S �rcS peg -�.r- r.�- HzvrE rr- •• r. • - °f �� '`t G�` � . �` ✓• d ! � f F �' r� €,1� f` Vii. - •� . , t , r' J� JOB ADDRESS P -'PLICANT PERMIT NO. ADDRESS: PHONE # MIAMI SHORES VILLAGE APPUCk - 00N L f _ _- _. _. _ - - _ _ _ BUILDING I ZONING DEPA -- SECTION BY SHEET _; OF PATE ZONING MISCELLANEOUS -- ------ ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILtOING OFFICIAL t. StMtd to compliance with ail Fedev d, State. CaOi1€Y.YWAP COO snd regutattoas. W(a4e as umn no taspoasibiuty for accuftcyr o€lar results ftaax *430 is 2. This copy at plaits mast be available Oct building site or ao inspection win be con dacted. DA V� COMMENTS INITIALS t r i = -t I(A rx�� 'y t_ 3 CV A-)`v0 cAtOrt "V ', Inspection Worksheet a Miami Shores Village yk 10050 N.E. 2nd Avenue Miami Shores, FL "'xoRiss>p Phone: (305)795 -2204 Fax: (305)756 -8972 IN Inspection Date: June 25, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Soil Compaction Letter Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 NW 93 Street Miami Shores, FL 33138- Phone Number (305)758 -1836 Project: <NONE> Parcel Number 113101017002 Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 Inspector Comments Passed FINAL COMPACTION TEST Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 June 29, 2009 Page 1 of 1 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. ALLSTATE' TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES - CHEMIST - DRILLING- ENVIROMENTAL SERVICES ERG 6MEE3tItlG 2380 West 78' Street, Hialeah, Florida. 33016 / Phone: 305- 888 -3373 Fax: 305- 888 -7443 PROCTOR COMPACTION TEST LSamp Jul 19, 2006 Order Number ` 06 -609 uik Cut Concrete Cutting, Inc 800 NE 43 Street, Suite C, Oakland Park, Fl. 33334 SER addition 80 NW 93 r Street, Miami Sam ple cation From job site Lion . Fine silica sand with sugar sand & pieces of porous rock mix Babar Raza I ort, ed to TEST RESULTS rLitboratory Nccmber T _ 06 -684 Sample "Number O1 The following compaction test was conducted in accordance with the standard methods for Moisture/ Density relations of soil using a 101b. Hammer and 18" drop A -ASHTO designation T- 180 -C. Moisture Dry Density " MOISTURE 6.2 _ 102. 8.6 106. 10.0 104. 110 _ D - -- R 108 Y 106 Optimum Moisture 8.6 D 100% Max"Dry Density , 106.2 104 E N 98 %'Dry'Density 104.1 Rom S 950 Dry'Density 100.9 102 Gradation Test %Passing 3 / ". A 97.5 % T sieve 100 Y S ampled:By 'Raza 98 Tested JR Checked By WW 96 Typed By FS 5 6 7 8 9 10 11 12 Respectfull subm r itted by, � G Wayne Webb P. . #56701 OL. ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering &testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. ALL STATE TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMIST - DRILLING- ENVIROMENTAL SERVICES ENG NEER1NG 2380 west 78 Street, Hialeah, Florida. 33016 / Phone 305- 888 -3373 Far: 305- 888 -7443 PROCTOR COMPACTION TEST Date August 4, 2006 der .Number 06 -609 Client uik -Cut Concrete Cutting, Inc Address 800 NE 45" Street, Suite C. Oakland Park, Fl- 33334 Project SFR addition Address 80 NW 93 Street Miami Sam leLocation `' From job site Soil Description Fine silica sand with rock fragments mix Sam led b Salahuddin Abb Re orted`to TEST RESULTS Laboratory Number: 06 -748 Sample 'Number: 02 The following compaction test was conducted in accordance with the standard methods for Moisture / Density relations of soil using a 101b. Hammer and 18" drop A -ASHTO designation T- 180 -C. M D i D �rxsit MOISTURE 6.3 108.0 8.5 110.3 10.7 104 118 T 11 D 116 Y 114 D Optimu in oisture (%) 8.5 100% Max Dry Density 110.3 112 E N 8 %Dry Densify , � 108.1 S : 95% Dry Density 104.8 110 Gradation Test%Passing 3 14 _ ;' 89.1% T sieve . 108 Y --- E -- - III Sampled By Abbasi 106 Tested By , Abbasi Checked By WW 104 TEPEEffl Typed B FS 5 6 7 8 9 10 11 12 9 1 � � •� Respectfully submitted by, K'ayne iPebb, P.E. #56701 � ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & t sting Consultants, Inc. is not to be held responsible, As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. ALL STATE , TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES - CHEMIST- DRILLING- ENVIROMENTAL SERVICES ENGINEERING 2380 West 78 Street, Hialeah, Florida. 33016 / Phone: 305- 888 -3373 Fax: 305- 888 -7443 Field Density Test of Compacted Soils ASTM Method: D- 2922 -81 Client: uik Cut Concrete Cuttin , Inc Order # " 06 -609 Address:; 800 NE 45 Street, Suite C, Oakland Park, Fl. 33334 Rafe: 07/19/06 Project: SFR addition Gauge # 16407 Address: 80 NW 93r Street, Miami Phone No: Attention L ab ID' # Location 06 -6404 Cente area of East side footing 06 -6405 Center area of South side footing 06 -6406 Center area of Wes s ide footing Descri'tion o Material Fine silic sand w ith sugar s & feces of porous r m S Back� __ > ib gra de Buse r ock ` Sampled, . Babar a TesCed B : Ja a Reddy � Laboratory Identification Number - 06 -6404 06 -6405 06 -6406 Test Number- 4 5 6 Depth `in Inches 12" 12" 12" "Field Density L&Cti Ft." (Dry Density), - 104.2 105.8 104.5 Moisture Contents 5.8 7.3 6.2 Maximum Density in the Field (%) 98.1 99.6 98.4 Compaction Requirement by`Specs % of ' 95% 95% 95% Mazinium Densa 100 % Mnzimum Density (Lnb) 106.2 106.2 106.2 Proctor T= 180AASHTOMethod C 06 -684 06 -684 06 -684 Optimum Moisture (%) , 8.6 Reported By °: Raza Checked By W W Typed By FS r ft Respe lly submitted b G� �I 0 6 Wayne ebb P.E. #56701 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc is not t be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. ALL STATE TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMIST - DRILLING- ENVIROMENT.AL SERVICES EN`GWEERING 2380 West 78 Street, Hialeah, Florida. 33016 / Phone: 305- 888 -3373 Fax: 305- 888 -7443 Field Density Test of Compacted Soils ASTM Method: D- 2922 -81 Client:` uik Cut Concrete Cutting, Inc I Order # 06 -609 Address:: 800 NE 45` Street, Suite C, Oakland Park, Fl. 33334 Date: j 08/04!06 Project SFR addition Gauge # 4970 Address: 80 NW 93` Street, Nliami Phone No: Attention' Lab ID' #' Location 06 - 6699 Addition of house, NW area building slab 06 -6700 Addition o f house, Center area building slab 06 -6701 Addition of house, SE area building slab -- Description of Materi Fine silica sand with rock fragments i mix — -- - Back Fi ll _ _- Su o rade - Base'roc - - S aLn leda : Sa lahuddin Abbasi Tested By: Salahuddin Abbasi riboratory Identificdtion Number ' 06 -6699 06 -6700 06 -6701 Test Number 4 5 6 Depth in Inches 12" 12" 12" Field Density LB /Cu Ft. (Dry Density) 109.1 108.6 108.9 1floisture Contents 6.0 6.1 6.6 Maximum Density In the Field ( %) 98.9 98.5 98.7 Compaction Requirement by Specs .% of 95% 95% 95% Maximum Densi I D0 Maximum Density (Lab) .: 110.3 110.3 110.3 Proctor T - -180 AASHTO Method C 06 -748 06 -748 06 -748 Optimum Moisture (%) 8.5 Reported By Abbasi Checked By WW Typed By FS �) Respectfully submitted by, �'j . I '�\ V t� Wayne Webb, P.E. #56701 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. ALL STA TE ENGINEERING AND TESTING CONS UL TANTS, INC. ALL STATE Y , TESTING LABORATORIES- ENGTNEERS- INSPECTION SERVICES - CHEMIST- DRILLING- ENVIROMENTAL SERVICES ENGINEERING : i 2380 West 78 Street, Hialeah, Florida. 33016 / Phone: 305- 888 -3373 Fax: 305- 888 -7443 Field Density Test of Compacted Sons ASTM Method: D- 2922 -81 Client: Q z:ili Cut Concrete Cu tinh Inc Order 9 06 -609 Addy ress: �� 800'4E 45"' Street. Suite C, Oakland Park, Fl. 3 1 Date: 10 -31-06 II Project: ; SFR addition Gam e # 1 6407 Address: 1 80 NW 93 Street, Miami Phone No: Attention: Lab ID # Location 06 -9072 Slab on gra —SE area 06 -9073 Slab on grade — Cent area 06 -9074 Slab on g rade —NW area 1)escri ti IT o Material Fine silica sand w ith rock fragments mix Back Fill Su b grad - ' Brese'r 'Sam led B : Salahuddirz Abbasi . Tested B Salah uddin Abbasi Laboratory Identification Number, 06 -9072 06 -9073 06 -9074 Test Number ..! 7 8 9 Depth in Indies 12" 12" 12" Field Density LB /Cu Ft.' (Dry Density) 108.9 108.1 109.6 1Vloisture Contents 9.9 11.8 9.5 Maximum ensitv In the Field (�) 98.7 98.0 99.4 Compaction Recluzrenient by Specs % of 95% 95% 95% Maximum Densz 100% Maximum Density (Lab) : = 110.3 P06-748 10.3 110.3 'Proctor'T -180 AASHTO Method C z' 06 -748 06 -748 Optimum Moisture (Yo). 8.5 Reported By Raza Checked By WW Typed By" VR z Respectfully submitted by, S Wayne Web P.E. #56701 / ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test All S tate Engineering & testin Consultants Inc is not to be held responsible As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. .°s Inspection Worksheet Miami Shores Village y� 10050 N.E. 2nd Avenue Miami Shores, FL % - er aRSC► Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: June 25 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Soil Compaction Letter Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 NW 93 Street Miami Shores, FL 33138 Phone Number (305)758 -1836 Project: <NONE> Parcel Number 113101017002 Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 Inspector Comments Passed FINAL COMPACTION TEST Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 June 29, 2009 Page 1 of 1 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. s STATE TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES - CHEMIST - DRILLING- ENVIROMENTAL SERVICES ENEIEEZI#G 2380 west 78"' Street, Hialeah, Florida. 33016 / Phone: 305- 888 -3373 Fax: 305- 888 -7443 PROCTOR COMPACTION TEST Date Jul 19, 2006 Order Number 06 -609 Client Q uik Cut Concrete Cutting, Inc Address 800 NE 45 Street, Suite C, Oakland Park, Fl. 33334 Project SFR addition Address 80 NW 93' Street, Miami Sam le Location From job site Soil Description Fine silica sand with sug sand & pieces of porous rock mix Sampled by Babar Raza I Reported to TEST RES UL TS Laboratory Number: 06 -684 Sample Number: , 01 The following compaction test was conducted in accordance with the standard methods for Moisture/ Density relations of soil using a 101b. Hammer and 18" drop A -ASHTO designation T- 180 -C. % Afois ` g Den sit � MOISTURE 6.2 _ 102.5 -- 8.6 106.8 10.0 104.6 110 D - 108 y 106 D Optimum Moisture (%) 8.6 E 100% Max Dry Density 106.2 104 N 98% Dry Density 104.1 S 95% Dry Density 100.9 102 Gradation Test /Passing %" 97.5% T sieve" 100 Y Sampled By Raza 98 Tested By JR C hecked By WW 96 T yped By F S Ll 5 6 7 8 9 10 11 12 Respectfull submitted by, �r G L3 -u� Wayne Webb P. . 456701 2O dL ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants Inc is not to be held responsible As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. LL STATE TESTING LABORATORIES- ENGINEERS- INSPECTION SERVICES - CHEMIST - DRILLING- ENVII20MENTAL SERVICES ENGNEERII~ G 2380 West 7P Street, Hialeah, Florida. 33016 / Phone: 305- 888 -3373 Fax: 305- 888 -7443 PROCTOR COMPACTION TEST Date August 4, 2006 Order Number 06 -609 Client uik -Cut Concrete Cutting, Inc Address 800 NE 45"' Street, Suite C. Oakland Park, Fl. 33334 Project SIR addition Address 80 NW 93 Street, Miami Sample Location From job site Soil Description Fine silica sand with rock fragments mix Sampled by Salahuddin Abbasi Reported to TEST RESULTS LLa Number•'` 06 -748 1; Sample Number: 02 The following compaction test was conducted in accordance with the standard methods for Moisture/ Density relations of soil using a l01b. Hammer and 18" drop A -ASHTO designation T- 180 -C. %M oisture Dry P qisity MOISTURE 6.3 108.0 8.5 110. i d 41 10.7 10 118 D R 116 Y it 114 D Optimum Moisture (%) 8.5 100% Max Dry Density 110.3 112 lls I I E 98% Dry Density 108.1 S 95% Dry Density „ 104.8 110 1 [ Gradation Test /Passing 3l " 89.1% T sieve 108 Y Sampled By Abbasi 106 Tested By Abbasi Checked By WW 104 Typed By FS 5 6 7 8 9 10 11 12 � c Respectfully submitted by, r z • 3 ,� Wayne ebb, P.E. #56701 � 7 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants Inc is not to be held responsible As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. ALLSTATE ENGINEERING AND TESTING CONSULTANTS, INC. MENG TESTING L ABORATORIES - ENGINEERS - INSPECTION SERVICES - CHEMIST - DRILLING- ENVIROMENTAL SERVICES 2380 West 78` Street, Hialeah, Florida. 33016 / Phone: 305- 888 -3373 Fax: 305 - 888 -7443 Field Density Test of Compacted Soils ASTM Method: D- 2922 -81 Client Quik Cut Concrete Cutting, Inc Order # 06 -609 Address: 800 NE 45' Street, Suite C, Oakland Park, Fl. 33334 Date: 07/19/06 Project. SFR addition Gau e # 16407 Address. 80 NW 93 Street. Miami Phone No: Attention: Lab ID # Location . 06 -6404 Center area of East side footin 06 -6405 Center area of South side footing 06 -6406 Center area of West side footin Description o Materia Fine s ilica sand with su ar s and & feces of porous rock mix B ack Fill _ Sub tczde "'" Base rock �Sarn led B : Babar Raza Tested BY Tagga Redd Laborcitory Identification Number 06 -6404 06 -6405 06 -6406 Test Number 4 5 6 Depth in Inches - 12" 12" 12" Field Density'LB /Cu Ft. (Dry Density) 104.2 105.8 104.5 Moisture Contents';' 5.8 7.3 6.2 Maximum Density In the Field (%) 98.1 99.6 98.4 Compaction Requirement by Specs % of .. 95% 95% 95% Maximum Densi 100%MaximumDensity (Lab) 106.2 106.2 106.2 L p - - roctorT- .180AASHT 06 -684 06 -684 06 -684 Optimum Moisture ( " 8.6 Reported By Raza Checked By WW Typed By" FS A (Respe 11y submitted b Wayne ebb P.E. #56701 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not t be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. T TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMIST - DRILLING- ENVIROMENTAL SERVICES El�IEEitltfi 2380 West 78 Street, Hialeah, Florida. 33016 / Phone: 305- 888 -3373 Fax: 305 - 888 -7443 Field Density Test of Compacted Soils ASTM Method: D- 2922 -81 I Client: uik Cut Concrete Cuttin , Inc f Order # 06 -609 Address: 800 NE 45` Street, Suite C. Oakland Park, Fl. 33334 Date: 08/04/06 Pro * ct SFR addition Ga.0 e # 4970 Address: 80 NW 93 Street, Miami Phone No: Attention: Lab ID # Location 06 -6699 Addition of house, NW area building slab 06 -6700 Addition o f house Center area building slab 06 -6701 Addition of house SE area building slab Description o Materi F san w ith rock _ j Back Fill F ine silica k frag ments mix ub� rade" Buse rock Sampled By: Salah uddin A bbasi T ested B Salahuddin Abbasi Laboratory Identification Number 06 -6699 06 -6700 06 -6701 Test Number ?. 4 5 6 Depth in Inches " 12" 12" 12" Field Density'LB /Cu Ft. (Dry Density) " 109.1 108.6 108.9 Moisture Contents 6.0 6.1 6.6 Maximum Density In the Field (%) 98.9 98.5 98.7 Compaction Requirement by Specs % of 95% 95% 95% imumDensi nsi 100% Maximum Density. (Lab) 110.3 110.3 110.3 Proctor T -180 AASHTO Method C 06 -748 06 -748 06 -748 Optimum Moisture (%) 8.5 - By ;," Abbasi Checked By WW Typed By FS )' Respectfully submitted by, V� O� Wayne Webb, P.E. #56701 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State En ineerin & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. ALLSTATE ENGINEERING AND TESTING CONSULTANTS, INC. ALLS TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES - CHEMIST - DRILLING- ENVIROMENTAL SERVICES 2380 West 78 Street, Hialeah, Florida. 33016 / Phone: 305- 888 -3373 Fax: 305- 888 -7443 Field Density Test of Compacted Soils ASTM Method: D- 2922 -81 Client: ia- Cut Co ^crete Cutting, I nc Order 06 - 609 Address: 800 NE 45`" Street. Spite C, Oale - land Park, F1.33334 Date: 10 -31 -06 1 Project: SFR addition Cau e # 16407 Address: 80 NW 93 " Street, Miami Phone No: Attention: Lab ID # Location r06 06 -9072 Slab on grade —SE ar 06 -9073 Slab on g rade — Center area -9074 Slab on g rade — area Descri" Lion of Material fine silica sand with rock fra gments mix Back Fill Sube Base r ock Sam led B : ` �Sa1ahu Tested AL. Salahuddi Abbasi Laboratory Identification Number 06 -9072 06 -9073 06 -9074 -Test Number 7 8 9 Depth in Inches 12" 12" 12" Field Density'LB /Cu Ft. (Dry Density) 108.9 108.1 109.6 Moisture Contents. 9.9 11.8 9.5 Maximum Density In the Field (%) 98.7 98.0 99.4 Compaction Requirement by Specs ° %o of 95% 95% 95% Maximum Densi 100% Maximum Density (Lab) 110.3 110.3 110.3 'Proctor T- 180AASHTO Method C 06 -748 1 06 -748 1 06 -748 Optimum Moisture ( %) 8.5 Reported By Raza Checked By WW Typed By VR r' Respectfully submitted by, S Wayne Web P.E. #56701 l a //� ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants Inc is not to be held responsible As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ------------------------------------------------------ ------------------------------- -------------------- -- - ------------------------------------------------------------------------------------------------ ---------------------- --------------------------- ------------- ........... ON .......... ......... REM Inspection Date: June 12, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Termite Letter Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 NW 93 Street Miami Shores, FL 33138- Phone Number (305)758-1836 Parcel Number 1131010170020 Project: <NONE> Contractor: HOME OWNER B uilding Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 Inspector Comments Passed M""7 ' e ' 0" ' kj Afe 'ass Failed Oe.& ecefe Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. June 12, 2009 For Inspections please call: (305)7624949 Page 1 of 1 rah -R-ECE -T 1""' ST TERMITES, INC. 0 00 NOT TO" T7EATEOAFFAS N 1 100 T JU TERMITES mi ° °A�IMA,ATE ❑Bill Custome _ oo�TA�� ••'-•• •�r•••�. ❑ ^ OONOTNEftTOF0WUNnL 0 Service Paid '�' CONTROL AFTERYWLA"QN OFFICE: 1425 SW 1•i CT., #27 4 POMPANO, FL 33069 / I "� '" 2 HOR3 UR S l , (954) 957 -8274 Regular Service Week 1st 2nd 3rd 4th Regular Service Day Mon. Tues. Wed. Thurs. Fri. Regular Service Time Early Morning Morning Afternoon Evening i f APPt. Date �I Acct.# Name f � i� j ` , IC ' � �. ` � Time In �• Service Address b') T Time Out ll IN City, State & Zip ql R ep Home'PC� one !q 5L� Work Phone Service Request. This Is Your Statement. PAYMENT AGREEMENT Please Remit The Total Due Service Amount Check # / Cash Credit Card & # Exp. Date Auth. Code an TOTAL DUE $ I AGREE TO PAY THE ABOVE TOTAL AMOUNT. IF NOT PAID, CUSTOMER WILL PAY ALL LAWYERS FEES IN CO CTIOr PROCJ~SS. Customer Signa •y Days 1- 30=$0, 30- 45 =$15, 45- 60 =$50 Rep /Cust. Comment 1 s. i 7 FOLLOW UP DATE / / TIME: REASON: fill AHEM. EQUIP. CHEAMCAL MFG. 4 EPA 0 QTY. SITES METH. EQUIP. CHIE MICAL RAFT R EPA rM AIWrM1CL+lxML ClrOlgi WraTMerrl: N.ENrI PaN►NNOatMrra• ld" RLICA FMC Hwr.rwmru 46 err 279•3148 KIND •. WATEHdLOW fhtlXNr W ACW �A,.at lee FMC 4.t• 98 U'' 27"In U 0.06Y. WliG ifXl4b WAIEIN>tJelr Gtlaw.re M:W TE4M08C ti-Tm sweeacow. 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MAILING: 6815 N.W. 25TH TERRACE, FORT LAUDERDALE, FL 33309 TERMITE & PesT ST CT., #27 • POMPANO, FL 33069 OFFICE: 1425 SW 1 CONTROL (954) 957 -8274 PRE- CONSTRUCTION TERMITE TREATMENT Property Information Builder / Contractor Information Treatment Time: Name of Builder Lot Block Shell Contractor Su visi n N 93 . r Constru Type Street Address (if known) ��� Monolithic _� Floating / Stemwall City State Zip Patio Entry Driveway Owner Name (if known) Product / Tr atment Information Treatment Type (Must check one): Initial Under -Slab Supplemental Final Product applied: Chlorpyrifos Demon TC Other Concentration / % Mixed Product Applied: / O Gallons Square feet treated: Linear feet treated: ❑ If box is checked, then final perimeter treatment has been completed and the following statement is applicable: CERTIFICATE OF COMPLIANCE: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services. COVERAGE: For a period of one year, beginning on the effective date shown above. JUST TERMITES agrees to provide necessary se ice a d treatment for the control of Subterranean Termites for the covered premises for the sum of $ '2, �• payable on completion by Check /Cash. In addition, JUST TERMITES will perform an further treatment if It f inds necessary, free of charge for the !nit!( - - �' agreement. This agreement covers only subterranean to NOTICE TUST NOTICE NOTE REVERSE SIDE FOR GENERALTERMS AND CONDITIONS M�T�s pES Renewal: This agreement is renewable from year to year tER ER V G upon payment of an annual renewal fee of $ CONTROL party, with or without cause at the end of one year term 6815 N.W 25 TERRACE, FORT LAUDERDALE, FL 33309 fee after the third year, upon notice to the customer. (954)957 - 8274 NOTICE OF RIGHT TO CANCEL v You, the buyer, may cancel this transaction at any time I Date of Inspection Date of Treatment transaction unless work has been approved by the buye Pest control service for this house $ CHEMICAL SENSITIVITY THIS STRUCTURE FOR: All of the materials applied by our thoroughly trained tec Subterranean Termites ❑ Fungus of your household are sensitive to chemicals or chemica ❑ Drywood Termites ❑ Wood Decay applied in, on or under your structure. ❑ Powder Post Beetles ❑ Old House Borer Caution: It is important that you BYAPPLICATION OF: ❑ Pre C3 Vikane Ell Timbor Authorized Representative Signature O INSPECTOR: � I -- State law prohibits removal of this label except by property owner LIMITATIONS OF LIABILITY 1. This agreement guarantees the structure stated in this agreement, therefore, this agreement may be transferred to a new owner. SUBTERRANEAN TERMITE CONTROL Conditions Of Coverage Due to the habits of Subterranean Termites, more than one treatment may be required to attain complete control. Additionally, Subterranean Termites' damage may exist in unexposed or hidden areas of the covered premises and JUST TERMITES ("JUST TERMITES ") cannot assure that the damage discovered by a visual inspection of the covered premises is all the damage which exists at the time of the inspection, whether documented or not Accordingly, JUST TERMITES is not responsible for any repairs of Subterranean Termite damage. If JUST TERMITES notifies the Customer of any condition which prevents proper treatment or inspection, or is conducive to allowing Subterranean Termite infestation, the Customer shall promptly cure the condition at the Customer's expense. This stipulation applies to moisture from, but not limited to, roof or window leaks. This Agreement covers the Premises shown on the attached graph and specification sheet as it exists on the Effective Date. After JUST TERMITES treats the premises, any structural modification or alteration to the building or the treated soil around the foundation must be reported to JUST TERMITES. JUST TERMITES's obligation to repair or retreat under this Agreement is terminated, unless JUST TERMITES is notified of the modification or alteration and, if required by JUST TERMITES, additional treatment is performed at the Customer's expense. The liability of JUST TERMITES under this Agreement is for retreats only. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 117352 Permit Number: BP2005 -360 Inspection Date: January 01, 2999 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Termite Letter Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 NW 93 Street Miami Shores, FL 33138- Phone Number (305)758-1836 Parcel Number 113101017002 Project: <NONE> Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 116820. Termite letter must include final treatment statement from treatment company. NB Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 July 07, 2009 Page 1 of 1 UST TERMITES, INC. T ERMIT ES MAILING: 6815 N.W. 25TH TERRACE, FORT LAUDERDALE, FL 33309 T C ES I ST CT., #27 • POMPANO, FL 33069 OFFICE: 1425 SW i CONTROL (954 ) 957 -8274 PRE- CONSTRUCTION TERMITE TREATMENT Property Information Builder / Contractor Information Treatment Time: Name of Builder Lot Block Shell Contractor Su vision Name Construction Type k)L Q Street Address (if known) Monolithic _�_ Floating / Stemwall M t ] t � �" '3 116y City State Zip Patio Entry Driveway Owner Name (if known) Product / Treatment Information Treatment Type (Must check one): Initial Under -Slab Supplemental Final X Product applied: Chlorpyrifos Demon TC Other YY w cl' a- Concentration — 0(0 % Mixed Product Applied: Gallons Square feet treated: Linear feet treatPri: A 00 If box is checked, then final perimeter trer .. I#as been completed and the following statement is applicable: CERTIFICATE OF COMPLIANCE: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services. COVERAGE: Fora , d of one year, beginning on the effective date shown above. JUST TERMITES agrees to provide nece ry and treatment for the control of Subterranean Termites for the covered premises for the sum of $ payable on completion by Check /Cash. In addition, JUST TERMITES will perform any further treatment if it finds necessary, free of charge for the initial and renewal terms of this agreement. This agreement covers only subterranean termites. NOTE REVERSE SIDE FOR GENERAL TERMS AND CONDITIONS Renewal: This agreement is renewable from year to JJ pon re- inspection of covered premises by JUST TERMITES and upon payment of an annual renewal fee of $ ff lA . This agreement can be terminated by either party, with or without cause at the end of one year term, JUST TERMITES reserves the right to revise the annual renewal fee after the third year, upon notice to the customer. NOTICE OF RIGHT TO CANCEL You, the buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction unless work has been approved by the buyer. CHEMICAL SENSMVITY All of the materials applied by our thoroughly trained technicians are E.P.A. approved, however, if you or any member of your household are sensitive to chemicals or chemical odors, you should consult your doctor before chemicals are applied in, on or under your structure. Caution: it is important that you read the agreementbefore you sign it. Authorize Representative Signature Date Inspection & Treatment Notice Location LIMITATIONS OF LIABILITY 1. This agreement guarantees the structure stated in this agreement; therefore, this agreement may be transferred to a new owner. SUBTERRANEAN TERMITE. CONTROL Conditions Of Coverage Due to the habits of Subterranean Termites, more than one treatment may be required to attain complete control. Additionally, Subterranean Termites' damage may exist in unexposed or hidden areas of the covered premises and JUST TERMITES ("JUST TERMITES ") cannot assure that the damage discovered by a visual inspection of the covered premises is ail the damage which exists at the time of the inspection, whether documented or not Accordingly, JUST TERMITES is not responsible for any repairs of Subterranean Termite damage. If JUST TERMITES notifies the Customer of any condition which prevents proper treatment or inspection, or is conducive to allowing Subterranean Termite infestation, the Customer shall promptly cure the condition at the Customer's expense. This stipulation applies to moisture from, but not limited to, roof or window leaks. This Agreement covers the Premises shown on the attached graph and specification sheet as it exists on the Effective Date. After JUST TERMITES treats the premises, any structural modification or alteration to the building or the treated soil around the foundation must be reported to JUST TERMITES. JUST TERMITES's obligation to repair or retreat under this Agreement is terminated, unless JUST TERMITES is notified of the modification or alteration and, if required by JUST TERMITES, additional treatment is performed at the Customer's expense. The liability of JUST TERMITES under this Agreement is for retreats only. TV07iCZ tj�r� f rrrtrir t 1� ►, rrm�® rri0TICE TERMITES & PEST CONTROL OFFICE: 1425 SW 1St CT., #27 • POMPANO, FL 33069 (954) 957 -8274 6 l� G Date of Inspection Date of Treatment Pest control service for this house $ THIS STRUCTURE FOR: 1 Q Subterranean Termites ❑ Fungus ❑ Drywood Termites ❑ Wood Decay ❑ Powder Post Beetles ❑ Old House Borer BY APPLICATION OF: ❑ Termidor ❑ Premise ❑ Vikane ❑ Timbor ❑ D -Foam INSPECTOR: R # YE S O / ( State law prohibits removal of this label except by property owner MR DISPLAY THIS CARD ON FRONT OF J OB 'VET 2 2009 1VIIAMI v%lrlwi1ikES VILLA ILDING - RMIT PERMIT # E)FZ0Dn .� (JD DATE O OWNER ' 14 MID ADDRESS � Nt��l q3 CONTRACTOR owNm PERMIT TYPE rfloN "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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." • • '� L j • • o STRUCTURAL MECHANICAL =� 1 1 1 = 0 0 ®f� . ,. m� o 9.'i:i 119 i,y IKAi 'lafa FINAL ®Wffj wim STRUCTURAL PLUM ING ELECTRICAL r ,� X01 , , - .. � , =� ��11110MAANSW ccco'bIbM I E. PA p, 73 • MM01h i M_ m millill=_� = m =� � _® raftsW I m m� FINAL __ FINAL [ /j FINAL ! = CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFOR . FOR ANY PURPO • NOT REMOVE • • • OFFICE PHONE 04 F THIS PERMIT 0AR j MIDST BE DISPLAYED ON THE FRONT OF I THE JOB BY ONE OF THE FOLLOWING METHODS OR NO INSPECTION WILL BE MADE 1" x 8" wVISQUEEN ON FACE MIN. 12" x 18" PROTECTIVE FLAP WITH OF BUILDING WITH PROTECTIVE BACKING BD. LEDGE FASTENER • COVERING , 12" PERMIT 18" PERMIT MIN. 4' MAX. MIN 5' OR OR -► 2" x 4" KIM Mal A um Ali MIN 18" ~ r PENETRATION v FASTEN TO BACKING AS INDICATED ON CARD ............. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (306)756-8972 ------------------ - - ------ ------------ --------------------------------------- ------------------------------ ---------------------------------------------------------------------------------------- ------------------------------------------------------- -------------- . . ...... . .... . .................... ... .................... ... ..................... M." . .................... . .................... X ... ....... . . .... Inspection Date: June 12, 2009 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 NW 93 Street Miami Shores, FL 33138- Phone Number (305)758-1836 Parcel Number 11310101170020 Project: <NONE> Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 Inspector Comments Pas _dr� Cill Failed El Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. June 12, 2009 For Inspections please call: (305)762-4949 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ----------- --------- -------- --------------------------------------- ------------------------------------- ---------- --------------------------------- ------------------------------------------------------- ------------- ------------ - ---------- -------------- --------------- 1 Inspection Date: June 12, 2009 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 NW 93 Street Miami Shores, FL 33138- Phone Number (305)758-1836 Parcel Number 1131010170020 Project: <NONE> Contractor: HOME OWNER B uilding Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 Inspector Comments Passed Failed E] Correction Needed I� Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 June 12, 2009 Page 1 of 1 uMn o �`� ' s REPORT OF BOUNDARY SURVEY SHEET 1 OF 2 O ION _'0 w LANDS DESCRIBED IN PLAT BOOK 41 AT PAGE 71 if MAIL TO PHONE (305) 221 -3416 NUANII -DADE COUNTY, FLORIDA SURVEY NTUMBER:04 -12 -130 9245 S.W. 44 ST. FAX (305) 553 -9903 MIAMI, FL 33165 SURVEY NOTES 1. THE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH EXISTING ABOVE GROUND IMPROVEMENTS LOCATED. NO UNDERGROUND FOOTINGS MAP OF BOUNDARY SURVEY FOR: WERE LOCATED UNLESS OTHERWISE SHOWN. SEE THE MAP OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 41 AT PAGE 71 MIAMI -DADS COUNTY, FLORIDA. THIS SURVEY 2. NO ENCROACHMENTS WERE NOTED BY THIS SURVEY UNLESS SHOWN. REPORT AND MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. 3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND /OR USE OF THE DESCRIBED PARCEL THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF THIS REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. FOR' RIGHTS -OF -WAY, INGRESS OR EGRESS IS SHOWN ON THIS SURVEY DRAWING. HOWEVER THIS SURVEY DOES NOT PURPORT TO REFLECT ANY RECORDED LEGAL DESCRIPTION INSTRLTv NTS OR RIGHTS -OF WAY OTHER THAN SHOWN ON THE RECORDED PLAT OR STATED IN THE LEGAL DESCRIPTION AS IT APPEARS ON THIS DRAWING. THIS SURVEY LOT 2 , SUBDIVISION " CANADAY EXTENSION ". ACCORDING TO THE PLAT THEREOF AS RECORDED PLAT BOOK 41 AT DOES NOT CERTIFY THAT SUCH INSTRUMENTS DO EXIST AND LANDS SHOWN HEREON PAGE 71 OF THE PUBLIC RECORDS OF MIAMI -DARE COUNTY, FLORIDA. WERE NOT ABSTRACTED FOR EASEMENTS AND /OR RIGHTS OF WAY OF RECORTJ... • - • % . . • 4. THIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS A QUHwn $�; ..... Sho res Village THE ZONING OF THE DESCRIBED PARCEL, NOR DOES THIS SURVEY C'IM YY THAT ANY CERTIFIED TO : ; "" '°` OF THE RvI ROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE Z(5Ma • • • • MILTON A. MIZELL BY DATE • • • • • • :...:. • 5, THE NORTH ARROW AND BEARINGS AS SHOWN ARE DERIVED FROff7HE ASSUMED • • : • • PROPERTY ADDRESS: i - /S G` MERIDIAN ON THE RECORDED PLAT; THE LEGAL DESCRIPTION THEREOjV• t$ SAID: • . ' . • • • • • 80 N.W. 93 STREET r DESCRIPTION IS A METES AND BOUNDS AND /OR A FRACTIONAL DESCRIPTION THE •' •' • •: MIAMI SHORES, FLORIDA 33138 ! 4 '_ & BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND THE BAr I VqS ARE SHOWN ON THE LOCATION SKETCH. . . .... ..... S ^� '. _ W!TH ALL FEDERAL • • • • • • i • • • DATE OF FIELD SURVEY: DECEMBER 3fl , 2004. 6, THE FLORIDA INSURANCE RATE MAP PANEL 0093 i DATED 7- 17 -4S,. MEX VATS •3- • "s ' 2 -94, COMMUNITY No. 120652 NATIONAL FLOOD INSURANCE PROGRAM DELINEAUC am HEREIN DESCRIBED LAND TO BE WITHIN ZONE "X " , ELEVATION N/A FEET. ACCURACY: THIS IS NOT A FLOOD HAZARD ZONE. THE EXPECTED USE OF THE LAND: AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17 -6 FAC). IS "SINGLE FAMILY RESIDENTIAL ". THE MINIMUM 7, ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM AND BENCH RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT WITH A SOKKIA THEODILITE AND A MARKS ARE CITY, COUNTY, STATE OR GEODETIC VERTICAL REFERENCE MONUMENTS. SOKKIA 200 FOOT STEEL TAPE AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. 8. THIS IS A LAND SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLORIDA STATUTE 472 AND THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS DATA SOURCES ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS THE LEGAL DESCRIPTION WAS FURNISHED BY MARK A. CAMPBELL ARCHITECTS 373 PURSUANT TO CHAPTER61G17 -6 FLORIDA ADMINISTRATIVE CODE AND MEETS THE ME. 92 STREET MIAMI SHORES, FLORIDA 33138, REQUIREMENTS OF THE FLORMA LAND TITLE ASSOCIATION. ' EASEMENTS: THE RECORD PLAT DOES NOT INDICATE ANY EASEMENTS ON SUBJECT PROPERTY. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: CHARLES W. CARR, LICENSE NUMBER LS 1060. RECERTIFIED: April 27th, 2009 -'' STATE OF FLORIDA, SIGNED: e��i -sun v vmwo; lobe SHEET 2 OF ? _ 6 MAIL TO: PHONE (305) 221 -3416 JLA W 03 9? _e7 9245 S.W. 44' SL FAX (305) 553 -9903 MIAMI, FLORIDA 33165 i 75' , v �w ^� 20 �S/�l 7 SEE THE REPORT OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK =41 AT PAGE 71 , MIAMI-DARE COUNTY, FLORIDA. THIS SURVEY MAP IS NOT VALID WITHOUT O Q THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR ! IJ1 AND MAPPER. THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. i I N . W . 9 STRE S' S ! TJ C— /itl� L X P.A.M P.11.N. w 76. 73 7s 7s 7s 7s 7s 1 :3 F.(/D Z a. a o` .. , ao w / �. °� 1 12 11 > 14 3 16 ! 15 14 13 ! 12 11 10 ! 9 0 .��••• 39 40 M . .... .... Z 71.79 75 73 7s 7s 7s 73 7s V 0 Z „1 • • • • • •• • •.•• • �L�1,� ••••• •• • •••• 1. On N.W. 92 STREET ••:•• • ,� .... pOQell .... .. � PLA�VTE/Z 3.G � •• •• •••• • �. /4.37 N 3 9Z .... .... . tv 11 Ad LEGEND &SYMBOLS A -- ARC LENGTH R •- RADIUS BM1I -- BENCH MARK � (� T •- 'TANGENT PWRTR POWER TRANSFORMER C -- CHORD Wt' - WATER R VALVE \ \� DELTAUCENI'RAL ANGLE) R M1I -WATER METER P &T -- POWER& TELEPHONE LINES MEAS - MEASURED MH - MANHOLE LID �>L CALL - CALCULATED V PCP -- PERNIANE\NTCONTROL CB - CATCH BASIN POINT C -- CLEAN LIN 0t ER 0// 9.99 0. o S, G /O. 14 CL •- CENTERLINE PRM11 - PER \tANENT REFERENCE CBS - CONCRETE BLOCK STRCCTME C/ e / MONUMENT l I 3 PC POINT OF CURVE CLP - CONCRETE LITE POLE PI V -- RIGHT OF WAY CONC. - CONCRETE !f/ BM1I _BENCH MARK FPL -- FLORIDA POWER & LIGHT FND IP - FOUND IRON PIPE EL -- ELEVATION BASED ON 1929 NGVD \ O UN / l TS CLR -CLEAR FND IR -- FOUND IRON ROD y ENCRO •- ENCROACH \IENT /3.0> C L F -• CHAIN LINK FENCE C r TYP •- TYPICAL (FOR SEtERALi t\'M1IF •- WIRE MESH FENCE IJ •\ NA - NOTAPPLICABLE DH -- DRILLHOLE n �) P.O.B. - POINT OF BEGINNING N. D - NAIL & DISC �` 1 RO.0 -POINT OF COMMENCEMENT CiY MON -- COUNTY MONUMENT CM - CONCRETE M ONUMENT PI:GSP -- PARKING SPACE SAN SWR - SAN 1411) -- FIRE HYDRANT / SANITARY SEWER � le- W M - WATER MAIN H C PKG -- HANDICAP PARKING WF -- WOOD FENCE G E L nLM' EASE3IE]7 ' !O• 7 LOCATED IN: a /� e tl VILLAGE OF MIAMI SHORES, °L p M t� . c 1 . / s e MIAMI -DADE COUNTY, FLORIDA LOCATION SKETCH LOT DETAILS SCALE: 1 INCH = 150 FEET SCALE: I INCH = 15 FEET /� P ,e yz�� /p Wa v ° 1 zwo ° REPORT OF BOUNDARY SURVEY SHEET 1 OF 2 ]PIROPMWAXOM M LANDS DESCRIBED IN PLAT BOOK 41 , AT PAGE 71 MAIL TO: PHONE (305) 221 =3416 MIAMI -DADE COUNTY, FLORIDA SURVEY NUMBER :04 -12 -130 9245 S.W. 44 ST. � FAX (305) 5539903 MIAMI, FL 33165 C A " � � SURVEY NOTES q f a ph Ra L 1. THE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH 19 f It N EXISTING ABOVE GROUND IMPROVEMENTS LOCATED. NO UNDERGROUND FOOTINGS WERE LOCATED UNLESS OTHERWISE SHOWN. MAP OF BOUNDARY SUR =` 2. NO ENCROACHMENTS WERE NOTED BY THIS SURVEY UNLESS SHOWN. SEE THE MAP OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 41 AT PAGE 7' I M' n 3AUE CO Y, FLORIDA. THIS SURVEY REPORT AND MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLOkIDA -110EN SURVEYOR AND MAPPER: 3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND /OR USE OF THE DESCRIBED PARCEL THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF THIS REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. FOR' RIGHTS -OF -WAY, INGRESS OR EGRESS IS SHOWN ON THIS SURVEY DRAWING. HOWEVER THIS SURVEY DOES NOT PURPORT TO REFLECT ANY RECORDED LEGAL DESCRIPTION INSTRumfNTs OR RIGHTS -OF WAY OTHER THAN SHOWN ON THE RECORDED PLAT OR STATED IN THE LEGAL DESCRIPTION AS IT APPEARS ON THIS DRAWING. THIS SURVEY LOT 2 , SUBDIVISION " CANADAY EXTENSION ". ACCORDING TO THE PLAT THEREOF AS RECORDED PLAT BOOK 41 AT DOES NOT CERTIFY THAT SUCH INSTRUMENTS DO EXIST AND LANDS SHOWN HEREON PAGE 71 . OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. WERE NOT ABSTRACTED FOR EASEMENTS AND /OR RI?rHTS OF WAY OF RECOn. • • • _ • __ P1 .. 4. THIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS AS REQUIRFiI� $ • • • THE ZONING OF THE DESCRIBED PARCEL, NOR DOES THIS SURVEY CWN't THAT Y • • • • • • CERTIFIED TO : _ it /I',7iM,ShcresVilla e OF THE IMPROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE ZOitNd REGULATIONS. � • • + • MILTON A. MIZELL + • • • • B Y QATE 5. THE NORTH ARROW AND BEARINGS AS SHOWN ARE DERIVED FRO?t fHE AS • SUMED • • � • • PROPERTY ADDRESS f�� MERIDIAN ON THE RECORDED PLAT; THE LEGAL DESCRIPTION THEREOV i$ SAID;' 80 N.W. 93 STREET "- r ` 4 �s ( DESCRIPTION IS A METES AND BOUNDS AND /0R A FRACTIONAL DESC'RIPIION THE • • BEARINGS ARE DERIVED FROM COUNTY SECTION .MAPS AND THE BASL tS ARE • + MIAMI SHORES, FLORIDA 33138 _ . L SHOWN ON THE LOCATION SKETCH. • • • • • • • • • • • DATE OF FIELD SURVEY: DECEMBER 30 , 2004. h;nr 6. THE FLORIDA INSURANCE RATE MAP PANEL 0093 i DATED 7 -17 -IS NZEX D ATI-Ir.3- • • • 294 COMMUNITY No. 120652 NATIONAL FLOOD INSURANCE PROGRAM DELINEAI' C aE u r,ti.S HEREIN DESCRIBED LAND TO BE WITHIN ZONE "X " , ELEVATION N . FEET. ACCURACY THIS IS NOT A FLOOD HAZARD ZONE. THE EXPECTED USE OF THE LAND: AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17 -6 FAC). IS "SINGLE FAMILY RESIDENTIAL ". THE MINIMUM 7. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM AND BENCH RELATIVE DIS'T'ANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT WITH A SOKKIA THEODILITE AND A MARKS ARE CITY, COUNTY, STATE OR GEODETIC VERTICAL REFERENCE MONUMENTS. SOKKIA 200 FOOT STEEL TAPE AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. 8. THIS IS A LAND SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLORIDA STATUTE 472 AND THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS DATA SOURCES ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS THE LEGAL DESCRIPTION WAS FURNISHED BY MARK A. CAMPBELL ARCHITECTS 373 PURSUANT TO CHAPTER61G17 -6 FLORIDA ADMINISTRATIVE CODE AND MEETS THE N.E. 92 STREET MIAMI SHORES, FLORIDA 33138. REQUIREMENTS OF THE FLORIbA LAND TITLE ASSOCIATION. ' EASEMENTS: THE RECORD PLAT DOES NOT INDICATE ANY EASEMENTS ON SUBJECT PROPERTY. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: CHARLES W. CARR, LICENSE NUMBER L5 1060. RECERTIFIED: April 27th, 2009 STATE OF FLORIDA. SIGNED: 4A2.. --'� G�� - J C�►RR l'iR 1T8Z'IN4, Mae. G� tit SHEET 2 OF ►lmus W. a MAIL TO: PHONE (305) 221 -3416 h-- 'u. w 03 RD 9245 S.W. 44` St. FAX (305) 553 -9903 MIAMI, FLORIDA 33165 SEE THE REPORT OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 41 AT � I PAGE 71 . MIAMI -DARE COUNTY, FLORIDA. THIS SURVEY MAP IS NOT VALID WITHOUT Q THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF REPORT. ' THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. I — N.W. 93 STRE — — ( 5 S ! C — lives w A.A.N A ►.11.N. W / U� 1 /-iIIJ � T797 75 76 75 75 76 7s � � ''•• Z 36 n n a n 1 40 1 W w 3 4 5 6 7 8 s > It 9 •••• s • s ,, 12 • 11 10. s • • ►-{ J • 1�4 • 13 • a6 Z 73 75 75 73 73 73 V 0 • • • • • • • • • • Z �l r �1� ••• •• • ••••• — — — — — _ sip !. �L p • ` .... N.W. 92 STREET Cl� I ••••• /�ORfH •w• ••••• Q p[AA/TE I?- • 7,0 3 92 C•�f • /n Z o N' w�6R .... ;.... LEGEND do SYMBOLS A ARC R - RADIUSNG BAI - BENCH *BARK T - TANGENT PW'RTRAN - POWER %' TRANSFORMER \ \`\' C -- CHORD - WATER VALVALVE M DELTA(CENTRALANGLEi WTI -WATER METER \ MEAS - MEASURED P &T -- POWER &TELEPHONELINES ` 1 � CALC - CALCLIATED MN - MANHOLE LID p* PCP •- PER\LaNENTCONTROL CB -- CATCHBASIN v POINT CO -- CLEAN-OUT COVER E Q' 9.99 0. 0 /O. /¢ -- CENTERLINE PRM - PERStANENT REFERENCE CL C[ Q MONUMENT CBS - CONCRETE BLOCK SIRL {'71 "RE 1 r [ 3 ❑ PC - POINTOFCURVE CLP . CONCRETE E POLE Q RM1V - RIGHT OF WAl. CONC. - CONCRETE R -41e BM -- MARL: FPL -- FLORIDA POWER & LIGHT D \ UN /TS FND IP - FOUND IRON PIPE EL - ELEVATION BASED ON 1929 NGVE) CLR -CLEAR FND IR •- FOUND IRON ROD y� ENCRO -• ENCROACHMENT QQQ i3.n7 h C L F -- CHAIN LINK FENCE WMF -- WARE MESH FENCE S I` TYP •- TYPICAL (FOR SEVERAL, DH -- DRILL HOLE N A - NOT APPLICABLE NZ - NAIL & DISC I• NG v l P.O B. - POINT OF BEGINNING �• MOB: -- COUNTY MONUMENT \ P O.0 -POINT OF COMMENCEMENT PKG SP -- PARKING SPAC E C M - CONCRETE MONUMENT Hl D •- FIRE HYDRANT SAN - SANITARY SEWER / U W' :M - -WATER SPAIN H C PKG -. HANDICAP P.aRKING [a WF -• WOOD FENCE 1; E -- L EASEME \T I 0 J7 LOCATED IN: J00411 VILLAGE OF MIAMI SHORES, � c � MIAMI -DADE COUNTY. FLORIDA LOCATION SKETCH LOT DETAILS povr/E,C', 7'FLE/�•yl�.c0� v W L1A4Fr �-,�) SCALE: 1 INCH = 150 FEET SCALE: I INCH = 15 FEET p P ,e / //� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 -------------------------------- ------------------ -------------------- -------------------------- ------------- ------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------- Inspection Date: June 12, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Density Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 NW 93 Street Miami Shores, FL 33138- Phone Number (305)758-1836 Parcel Number 1131010170020 Project. <NONE> Contractor: HOME OWNER B uilding Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 Inspector Comments Passed A.".4 `0� Failed Aa4/ Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 June 12, 2009 Page 1 of 1 RE EOVED ' �i� ri/1`11' f ix`lti�� O�J JU 2 2009 { _ FlStt .... . ...... . ................. rial ... . .......... x ..... . . . .... . ..... . ....... Location 6 1 7 1 �Yw tiff) er. Lab 1-1.) 'I'Vulliber. .i�fi �lst � ar� t 'un'eJx�� ^ -.� _ �.___. �� _ _ .. �..... • ~~ _. S __ —__.a - - -�� - •� � w.. _ - - -• Met Velisit Lo Dry D-vultif r .q . . . ...... . ... ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. Ai.t ��' � ALL LABORATORIES- ENGINEERS- INSPECTION SERVICES - CHEMIST -DRILL ING- ENVIRCVIENTAL SERVICES ENGttJEERING 2380 West 78'" Street, Hialeah, Florida. 33016 (305) 888 -3373 FIELD DENSITY TEST OF COMPACTED SOILS a D ° r�cir:3S °i 4 CA i Lo , c af-ion 1 ' :j t1i'fiLtrtlt � ) I �.t. c.ttrtr�r� 1 tI r I ;[ _srt 1 ttrrtEr >t 1 2 :3 ; +f s ? I $ 9 L tv� rl) z7afrtl� a i ] t12`� i �Z 'Dov J C& ��:frc�itrtrelri.l.� > rz�ilj (1'L,;F� f _� i d�- 7i ` �(� • 7i' �� - I � 1 z.Sjj fl. Jtafy. rllj?Y.w.rl 4." "1n ;._x4, ._._ x .(IT!)M -714 Cw titl� - �' • f �� 17 Location I Location 4 t � r�lxrrta���rr I ._ ._._._. _.�.. ..�..< ((.Z'Jd.Ya.___ r r_.� -rtR� ..t4 K^ - ._.._...'- • ........_..1.__. __r.. _r.. ___ V l"r( rT,tirlrb �.` ,( 11 �V�--- ,....._._ � — • - - - -� -____ �._ ,._--- __.__...�c��1°A= t,C�"!� -- <r- �i �' _ �i j: 7 �t ?t tT�lrJ�2 it 1 _.. ._.__.• ......... _._._.. ....... _ 4 ' >f'�(r(���>( }�� � iii ...,_..- .,.._.• -___"_ ..._.- __.._....._.._.:. -.. _.._.� ._......_.._.. TOW arbtllil'tPr,. i 1...... •-,ff i . Lab 1-1) 1 . l rmber. T_)a��tfs in b'rrdr€►s '_"w'....,_ � ._ � .. __.�._._...__.._.� ! __- _"___,_. � .._.._..._...,..•�. ._._.., _ ____..._.__. ; `"�_..__�' .._.__�_..� __... i r} it. Derin t =<< Afrl�trn L - t� , R •�_ F ....., _......., _._,... rRc•*tcrfit•e Grarttj }rit' #crrt r✓ k� _— _-_.....__ ... : r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ------------------------------- ---------------------------------------------------------------------------------- ------ ------ --------------------------------------------------------------------------------------------------- ------------ ------------------------- ------- ... ..... 'U P200" . . .. ...... O" Inspection Date: June 12, 2009 Permit Type: Residential Construction Inspector: Levrock, James Inspection Type: HRS Approval Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 NW 93 Street Miami Shores, FL 33138- Phone Number (305)758-1836 Parcel Number 1131010170020 Project: <NONE> Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 Inspector Comments Passed ❑ Failed El Correction Needed El Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 June 12, 2009 Page I of 1 � r k. 1 4 t Environmental Health 4 rich Deivart ent of Death i z -Dade e County Jjealth Department `leltifa TaA Divi G NW 48" St, Suite 175 r Miami, FL 33155 _ InspcctOC Date r ! 3 Address Comments: � , Signature —• fit', STATE OF FLORIDA -, PERMMNO N M DEPARTMENT OF HEALTH DATE "PAID: ONSITE SEWAGE TREATMENT AND" DISPOSAL SYSTEM ` FEE PAID: CONSTRUCTION INSPECTION AND FINAL APPROVAL RECEIPT #: Cp WE ,�pU' APPLICANT:_ AGENT: _ ..� - • ..; . PROPERTY•ADDRESS. r ,w-r.. J M1 LOT: " "` BLOCK SUBDIVLSI'O x e�� ' .: :' Z PRO PERT Y , ID #: = CHECKED' [X]' ITEMS ARE NOT IN COMPLIANCE . WITH : STATUTE_ OR RULE AND MUST BE,, CORfiECTED: — — — — — — — — — — — — — — — — — — — — — — — — TANK INSTALLATION: SETBACKS [ _ 1 foil. TANK SIZE• [11. c [2] [ ] ` {27]" SURFACE WATER ' � FT [ 1 [02] TANK"MATERIA °t,. ( ] [28] DITCH =FT [ ; 1 [03] OUTLET DEVIOE ~— [ 1 : [Z91 PRIVATE WELLS FT l [� MULTI OHAMBEREDNt]" [� ]� [30]�' PCBL101It1LLS °FT I= 1 [05 }- OUTLET FI TEI [ ] [3f] IRRIGATIONil9(EIL , FT ( 1 [06] LE LT 7 i ( } < [3 ] . " R�?T j3L1 =1? AT)=R Lt�ES ___ F f ( 1 [071; WATERTIGHT; C 1" [33} BU[LDtf6FlN�l [ ] [08] LEVEL_ [` ] [34] PRO P ORTYit INES - FT [. ] [+ 1 DIE T TQ LID C 1 : [35] OTI _RI FT` DRAINFI'ELD INSTALLATION FtLLED_'/ MOU[ D YST M� t ,�, „• =s , . =x; (.' ] [1(i] AREA�[i] [2] SOFT DRA1fSfELD C VE, [ ] [11] DISTRIBUTIONWBOX- HEADER "a [ }' [ 7] SH(lC� #:z t "- [ ] [121 NUMBS OFD t INLI I S _'% u 11 �[38j SL 3P [' 1 [13], DRAINLINE SEPARATION � , : u 1 [S0] STABI �A I I [ 1 [141: DRAINLINE SLdPE.- [: ] [151 DEPTRO ,GVER �? ADDt�t1QNAL" IN RMA fON: j [ 1 [161 RLE�fAT`ION =[AB;O r�EL N "�Ivl [ 1 [4 `, t �N0.�8 7AUG�' D Ak31 =A y k [17] SYSTET1 LOCATION [° ] [ ° STORIIVIIATR �fUMOFF [ ] [I 8_1 DOSING PUMPS [i ] [41 ;= AL >Aki14 I l [1 9] AGGREGATE SIZE [ 1 ( N/FAlNSNANC AREENT A GREGATE. EXCES IUE FINES; _ - � [441, 6011,1191111 1 `'A .: "+ � tr [ 1: [2i] AG,GFtEGATMTE DEPTH" } ¢✓' [ 1 (4 #1 LOQATION Z NFO�t W TH TE RL N f .;, . �s( F =INAL�"ITE`G'RQIgc .' FILL / EXCAVATIC N MATTERIAL [' l � 4 j CONTRACT PILL Afvl0U 1 > '_ o - s ary [�F OTHER °' c � .T. " L l [23] FILL TE`XT'URE (; 1I 24] E�C ATO�QEi FJ /��CN�ET _ A %REPLAOEw ] N U P [ } [26} REPLACEMENT. MATERIAL ( I [S A I} EXPLANATI ©N OF VIOLATIONS / REMAFif�S CONSTR[1C (ARPRQFSAPRFtOVED FINAL.SYSTE AP PROVEDISAPPROVED] > �{-- CFI- DH 4E1=16'(Page_2",` 1'0/97 (Previous EditbrTSWAY -Be Used)t Stock Number :5744 = 002401'6 -4 P,' t A iicent. PP RT 2 , [6 4110montractor, PT 3x bbilakg?De0oe nrent� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ------------------------------------------------------------ ------------------------------------ -------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------- ............. ............... tx ........ . ......... . pg: ... ......... ... ...... .. ................. . .. . ............. ................... .... ........ X: N Inspection Date: June 12, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Insulation Certificate Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 NW 93 Street Miami Shores, FL 33138- Phone Number (305)758-1836 Parcel Number 1131010170020 Project: <NONE> Contractor: HOME OWNER B uilding Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 Inspector Comments Passed Failed El Correction Needed Re-inspection F E] ee No Additional Inspections can be scheduled until re-inspection fee is paid. June 12, 2009 For Inspections please call: (305)7624949 Page 1 of 1 X05-36 RECEwE �� 1 2 2Q0g Insulation Installation Certificates To: Milton Mizell Date: 8/20/2008 Re: Insulation Certificate Lot/Block: Address: 80 NW 93 ST Miami FL Project: Milton Mizell addition and remodeling The undersigned hereby certifies that insulation has been installed in the above described property as follows. 1. Exterior CBS walls have been insulated with: S ra -on Cellulose Thickness in inches: Fiber lass Blankets Manufacturer: A A 2 Va or Shield Rock Wool Blankets Density: x Aluminum Foil R- Value: R- 4.1 Rigid Board Polystyrene Other 2. Ceiling Addition have been insulated with: Spray-on Cellulose Thickness in inches: 6 " X Fiberglass Blankets Manufacturer: KNAUF Rock Wool Blankets Density: Fiberglass Blown R- Value: R-30 Cellulose Loose Fill Other 3. Ceiling (existing house have been insulated with: Spray-on Cellulose Thickness in inches: 10 Fiberglass Blankets Manufacturer: KNAUF Rock Wool Blankets Density: x Fiberglass Blown R- Value: R- 30 Cellulose Loose Fill Other 4. Interior walls have been insulated with: Fiberglass Blankets Thickness in inches: Rock Wool Manufacturer: Pol urethane Density: Spray-on Cellulose R- Value: Other 5. Garage partitions walls of conditioned living areas have been insulated with: Thickness in inches: Rock Wool Blankets Manufacturer: Fiber lass Blankets Density: Spray-on Cellulose R- Value: Polyurethane Other Insulation Contractor Drywall & Framing investment Group Inc. CGC #1515672 By: P edro - 9. Diaz President Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ------------------ ----------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------ ------------------------------------------------------- ------ Rlr ...................... Inspection Date: June 12, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Elevation Certificate Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 NW 93 Street Miami Shores, FL 33138- Phone Number (305)758-1836 Parcel Number 1131010170020 Project: <NONE> Contractor: HOME OWNER B uilding Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND �YV WOOD DECK ADDITION REVISION 5/24/2006 Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. June 12, 2009 For Inspections please call: (305)7624949 Page 1 of 1 ' L EMERGENCY MANAGEMENT AGENCY RECE 1 V E NALFLOODINSURANCEPROGRAM O.M.B. No. 3067 -0077 Expires DECEMBER 31, 2009 C.O.R. 11.1 jUN 1 2001 E EVATION CERTIFICATE ff Imp nt: Read the instructions on pages 1- 7. TION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number MILTON A: MIZELL BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 80 N. W. 93`d STREET CITY STATE ZIP CODE MIAMI SHORES, FLORIDA 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc. LOT 2, "CANADAY EXTENSION"' PLAT BOOK 41 AT P 71, PUBLIC RECORDS MIAMI -DADE COUNTYX BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE /LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ##.#!f" or ##.###fl#� b ; 19 NAD 1927 El NAD 1983 El USGS Quad Map [I Other: 7 11V,50 /' /— �- 37 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE MIAMI SHORES VILLAGE OF 120652 MIAMI - DADE FLORIDA 84. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) 12025CO093NUMBER B6. FIRM INDEX DATE EFFECTIVE /REVISED DATE B8. FLOODZONE(S) (Zone AO, use depth of flooding) 1 7-17-95 3 -2 -94 x" NIA 1310. Indicate the source of the Base Food Elevation (BFE) data or base food depth entered in 139. ❑ AS Profile X FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: X NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes X No Designation Data SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevatons are based on: ❑ Construction Drawings* ❑ Building Under Car4LEW I X Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the bung diagram most similar to the building for which this certificate is bang completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA, ARIAE, ARW A30, ARIAH, ARIAO Complete Items C3. -a -i below according to the building clagam specified in Item C2. State the datum used. If the datum is different tom the datum used for the BFE in Section B, convert the datum to that used for the BFE. Sham field measurements and datum conversion calculation. Use the space provided or the Ccrrmentsarea of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 ConversionfComments NONE Elevation reference mark used COUNTY -BM Does the elevation reference mark used appear on the FIRM? [:]Yes X No • a) Top of bottom floor (including basement or enclosure) _ff R • b) Top of next higher floor A1111 —ff(m) CHARLES W. CARR • c) Bottom of lowest horizontal stnxtu al member (V zones only) AM _fL(m) o � • d) Attached garage (top of slab) / /.E7�_R(m) E = STATE OP • e) Lowest elevation of machinery and l r equipment W FLORIDA F L NO. servicing the building (Describe in a Comments area) //• .'� ft.(m) E @ 1060 • f) Lowest adjacent (finished) grade (LAG) /Z! � ft.(m) z ' N • g) Highest adjacent (finished) grade (HAG) Z_ J(171) ' • h) No. of permanent openings (flood vents) within 1 ft. above a4acent grade WA o ) Total area of all permanent openings (flood vents) in C3.h NIA sq. in. (sq. cm) SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data availabie. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME CHARLES W. CARR LICENSE NUMBER PLS N0.1060 TITLE PRESIDENT COMPANY NAME CHARLES W. CARR SURVEYING, LLC. ADDRESS CITY STATE ZIP CODE 9245 S.W. 44TH STREET MIAMI FLORIDA 33165 SIGNATURE � v� DATE TELEPHONE -2—z- June 3 2009 (305) 221 -3416 IMPORTANT: In these spaces, copy the conesponding information from Section A. For Insurance comparyUse: BUILDING STREET ADDRESS Oncludrig Apt., Urit, Suite, andlor Big. No.) OR P.U- ROLJTE AND BOX NO Policy Number 80 NW 93 STREE CITY STATE ZIP CODE Company NAIC Number MIAMI SHORES FLORIDA33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIRCATK?N (CONTINUED) Copy both sides of this Elevation Certificate far (1) co offi cial, (2) insurance agentloompany, and (3) burs ng owner. COMMENTS ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as suppafing infatuation for a LOMA or LOMB F, Section C musk be completed. E 1. Building Diagram Number _(Select the building diagram most molar to the brukkg for which this certificate s being — seepages 6 and 7. If no diagram ately represents the building, provide a sketch or photograph.) E2. The kip of the bottom floor (Including basement or enclosure) of the building is — ft(m) — in. (an) ❑ above or Q below (check ate) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher !door or elevated floor (elevation b) of the building is — ft(m) _in.(an) wove the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth mudxr is available, is the top of the bottom floor elevated in accordance with the cxmmti rflyy's 111oocWh management ordnance? Q Yes Q No Q Unknown. The local official mistm* this infatuation in Section G. S SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's aulhonzed representative who completes Sec11ions A, B, C (Items C3.h and C3. i only), and E for Zone A (without a FEMA4ssued or community- issued RFE) or Zone AO r gust sign here. The statements in Sections A, B, C, and E are corre to the bes of my kn oWedge. PROPERTY OWNERS OR OVMVER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS —v CITY —� STATE ZIP CODE - -- FLORIDA SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if aftacl rents SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who ks authorized bylaw or orlinance to administer the r ommunidy's floodoleln tuanagerment ordnance can complete Sections A, B. C (or E), and G of this Elevation Certificalte. Complete the applicable items) and sign belan+. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or archifect who is aut by state or local laawto cer5fy elevation information. gndicte the source and date of the ele #din dab in the comments area belanc.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or corrmunity4ssued BFE) or Zone A0. G3. Q The following information (Items 64 - 69) is provided fo commur>ity loodplain management purposes. (A PERMIT NUMBER Cb. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCEJOCCUPANCY ISSUED G7. This permit has been issued for: ❑ New Construction Q &b4arntial Improvement G8. Elevation of as -built lost floor (including basement) of the building is: ` _fl.(m) Datum: 039. BEE or (in Zone AO) depth of flooding at the building site s: ft(M) Datum: LOCAI.OFFICIA N AME COMMUNITY NEWIE TELEPHONE SIGNATU -- — _ COMMENTS �- - - - - -- — ._- - -- — - - -- _ [] Check here ifattachmnts Building Photographs See instructions for Item A6. For Insu Com pany use: _ Paiicy Number Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. &Wriiny NAlG t b" State . ZIP Code Ci f_ // E --5 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. Ti W'4: sr r s .. E i Miami Shores Village . � 15'0'3 360 Building Department ECEI U Z Z CERTIFICATE OF OCCUPANCY L J Y CHECKLIST Required !P ( BUILDING PERMIT CARD - Containing final initials of all inspectors SURVEYS (2) FINAL AS BUILT - Required. Items: Elevations of building showing all intended setbacks from property lines and other existing structures. Ingress + Egress -r��required parking spaces, wheel stops, stripping, and all paving to exterior. L!CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED N FORM IWOV _ CERTIFICATE OF INSULATION (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - 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 laws as established by the Florida Department of Agriculture and r � ( Consumer services." HEALTH DEPT. APPROVAL LETTER - (on septic or private water) At Note: If house has a septic tank, approval letter is required from the health dept. �� S r 11: OIL COMPACTION LETTER - (density reports required) ( Y P q ) J A BACKFLOW PREVENTOR CERTIFICATE - (Required on commercial projects only) * 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 maximum) $75,00. Residential CO fee is $150.00. Commercial CO is $200.00. Approved Date c� 1y) chc- 1/20/05 MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305 - 795 -2204- Fax: 305 -756 -8972 6/10/2009 To: Current Owner Permit Number: BP2005 -360 Permit Type: Residential Construction Job Address: 80 NW 93 Street Miami Shores, FL 33138 - Expiration Date: 07/22/2009 Date of Last Inspection: 08/15/2007 Dear Sir or Madam, Our records indicate that the above referenced permit will expire in 42 days. In order to serve you better, we are notifying you that work on this project must have an approved inspection or the permit will expire. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced" Please be advised that expired permits will create additional fees and hinder your ability to refinance or sell this property. Please contact the Building Department, well in advance of the permit expiration in order to allow sufficient time to take care of this matter. To schedule an inspection please call 305- 762 -4949 Sincerely, %lvr,�nan �u�iri (CBO) r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP -4688 Permit Number: BP2OO5 -360 Scheduled Inspection Date: July 21, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final Building Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 NW 93 Street Miami Shores, FL 33138- Phone Number (305)758 -1836 Parcel Number 113101017002 Project: <NONE> Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 Inspector Comments Passed eowl_ Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. iiii" 2nnG For Inspections please call: (305)762 -4949 Anna 11 of An • �ORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: MIZELL RESIDENCE Builder: Address: 80 NW 93 RD STREET Permitting Office: MIAMI City, State: MIAMI SHORES, F1 00000-0000 Permit Number: e* CS-360 Owner: Jurisdiction Number: 232600 Climate Zone: South 1. New construction or existing Addition — 11 Cooling systems I Single family or mufti-family Single family — a. Central Unit Cap: 18.0 kBm/hr 3. Number of units, if multi-family I — SEER: 12-00 4. Number of Bedrooms I b. N/A 5. Is this a worst case? No 6. Conditioned lloor area (ft) 628 11 c- NIA 7. Glass area & type Single Pane Double Pane a- Clear glass, default U-factor 114.0 ft 0.0 ft2 13. Heating systems b. Default tint 0,0 ft OM ft a. Electric Strip Cap: 17.0 kBUL/hr c. Labeled U or SHGC 0.0 W 0.0 11 COP: 1.00 8. Floor types b- N/A a- Slab-On-Grade Edge hisulation R=0.0, 63.0(p) ft b- N/A c. N/A c. N/A 9- Wall types 14. Hot water systems a. Concrete, Int higul, Exterior R=5.0, 608-0 W a- Electric Resistance Cap: 65.0 gallons b, N/A EF: 0.84 c. N/A b. N/A d. N/A e. N/A c. Conservation credits 1 0. Ceiling types (HR-Heat recovery; Solar a. Under Attic RA9,0,628.0 11 DBP-Dedicated heat pump) K N/A 1 15. RVAC credits PT, c. N/A , ing fan, CV Cross ventilation, 11. Ducts ole house fan, a. Sup: Con. Ret: Unc. AH: Outdoors Sup. R=6.0, P lee Thermostat, ft Ila co Aff MM b. N/A -multizone cooling, I-Euk=izane heating) A ahk AV MV ts: I I Glass/Floor Area: 0.18 T Jivy PASS Total base points: 10212 4 'ifyt e plans and specifications covered Review of the plans and 'IM S compliance with the Florida b calcu are . specifications covered by this ;in A9 nerg calculation indicates compliance with the Florida Energy Code. efore construction is completed DA- this building will be inspected for l' I hereby certify that this building, as designed, is in compliance With Section 553.908 compliance with the Florida Energy Code. 7FIorida Statutes. 1A1 OWNERIAGENT: BUILDING OFFIC!� V: DATE: DATE: EnergyGauge@) (Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 80 N.W. 93 RD STREET, MIAMI SHORES, Fl, 00000-0000 PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area TypeISC Ornt Len Hgt Area X SPM X SOF = Pointsi .18 WILD 32.50 3673.8 ISkxjW, Clear W 4.0 6.0 12.0 70.53 0.67 562.8 Single, Clear S 4.0 6.0 24.0 66.93 OZO 959.5 Single, Clear E 4.0 6.0 78.0 78.71 0-65 3973.0 As-Built Total: 114.0 5495.3 WALL TYPES Area X BSPM = Points Type R-Val ue Area X SPM = Points Adjacent 0.0 0,00 0.0 Concrete, Int Insul, Exterior 5.0 608.0 2.00 1216.0 Exterior 608.0 2.70 1641.6 1 Base Total: 608.0 1641.6 As-Built Total: 608.0 1216.0 DOOR TYPES Area X BSPM = Points Type Area X SPM Points Adjacent 0.0 0,00 0.0 Exterior OLI 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 628.0 2.80 1758.4 Under Attic 19-0 628-0 3.72 X 1.00 2336.21 Base Total; MG 1756.4 As-Built Total: 6211.0 23315.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 63.0(p) -20D -1260.0 Slab-On-Grade Edge Insulation 0.0 63.0(p) -20.00 -1260.0 Raised 0.0 ODO 0.0 Base Total: -1260.0 As -Built Total: 63.0 -1200.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 628.0 18.79 11800.1 628-0 18.79 11800.1 Summer Base Points: 17613.9 Summer As -Built Points: 19587.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 19567.6 1.000 (1.004x1.165x1.03) 0.284 0.950 6370.5 17613.9 0.4266 7514.1 1 19587.6 1.00 1.205 0.284 0.950 6370.5 EnwgyGffijgeTM DCA Form 60OA-2001 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - [details ADDRESS: 80 N.W. 93 RD STREET, MIAMI SHORES, FI, 00000-0000 PERMIT #: 7-71 BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Orrit Len Hgt Area X WPM X WOF = Point w. .18 628.0 3.36 266.8 single, clear W 4.0 &D IZO 5.49 1.02 66.9 Single, Clear S 4.0 6.0 24.0 4.49 122 131.2 Single, Clear E 4.0 6.0 78.0 4.77 1.07 397.4 As-Built Total: 114L0 595.5 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5.0 608-0 0.90 547.2 Exterior 60110 0.60 364.8 Base Total: 608.0 364,8 As-Bulft Total: 608.0 547.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent OD 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 628.0 0.10 62.8 Under Attic 19.0 628.0 0-14XI-00 87.91 Base Total 628.0 62.8 As43ullt Total: 626.0 87.9 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 63.0(p) -2.1 -132.3 Slab-On-Grade Edge Insulation 0.0 63b(p) -2-10 -1323 Raised 0.0 0.00 0.0 1 Base Total: -132.3 As-Built Total: 63.0 -132.3 INFILTRATION Area X BWPM = Points Area X WPM = Points 6280 -0M -377 628.0 -0.06 -37.7 Winter Base Points: 524.4 Winter As-Built Points: 1060.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 1060 1.000 (1.009 x1.137 x1.08) 1.000 0.950 1248.5 524.4 0.6274 329.0 1060.7 1.00 1.239 1.000 0.950 1248.5 ErtergyGaugel DCA Fimm 600A-2DO1 FORM 600A 2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whale Building Performance Method A Details ADDRESS: 80 N.W. 93 RD STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT #: B A SE A - B UILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2369.00 2369.0 66.0 0.84 1 IM 2481.81 1.00 2481.8 As -Built Total: 2481.8 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7594 329 2369 10212 1 6379 1248 2482 10101 PASS © -tims t x �X FORM 60OA -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 80 N.W. 93 RD STREET, MIAMI SHORES, FI, 00000 -0000 PERMIT* 64-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST Exterior W indaws & Doors 606.1.ABC.1.1 Maximum:.3 cfrrnt .ft_ window area; .5 dints .ft. door area. Exterior & Adjacent Walt 606A.A13C.1_21 Caulk, gasket, weatherstrip or seat between windows/doors & frames, sunixinding watF, foundation & wall sale or sill plate; joints between exterior well panels A corners; utility perietrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION frame wails where a r o tinuous infiltration bamer is installed that extends from, and is sealed to, the foundation Ea the top plata Flocs 646.1_ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members.. EXCEPT ION: Frame floes where a c onitnuors infiltration barrier is installed that is sealed _ _ - - -- to th p�rrr�er, p�etratian mxt serfs. Ceilings 606.1.ABC.12.3 Between wars & ceilings; penetrations of ceiling plane of top floc; around shafts, chases, soffits, chimneys, cabinets sued to continuous air #zanier; gaps in gyp board & top plate; attic access. EXCEPTION_ Frame ceilings where a continuous infiftra ion barrier is installed that is sealed at the perimeter at penetrations and seams_ Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type tC rated with no penetrations, seated; or Type IC or non -IC rated, installed inside a sealed box with 1!2" clearance & 3" from insulation; or Type IC rimed with < 2.0 cfm from conditioned space tested. Multi-03(y Houses 606.1.ABC.1.2.5 Av ba cxr p m of floor tzetween flows. Additional Infiltration nos 6064 ASC.1.3 Exhaust fans vented to outdoors, dampers; combustion space beaters comply with NFPA, tnawe combustion air. 611x22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded - 4y all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be PaMded. External or built-in beat trap recluired. Swimming Pools & Spas 612.1 Spas & heated pools must have coves (except solar heated). Non-commercial pods must have a pump timer. Gas spa & pod heaters Est have a minimum thermal off of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per mutate at 80 PSIG. Air Distribution Systems 510.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanicawy attached, sued, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics; R -6 rrxn_ insulation_ HVAC Controls 607.1 a readily accessible manual or automatic . themiostat for each s term. Insulation 6044.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge®lFfaRES'2001 FLRCPB x3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.8 The higher the score, the more efficient the home. ,80 N.W. 93 RD STREET, K41AMI SHORES, F1, 00000 -0000 I New construction or existing Addition — 12. Cooling systems 2. Single family or multi-family Single family — a. Central Unit Cap: 18.0 kBtulhr 3. Number of units, if multi-family I — SEER: 12.00 4. Number of Bedrooms I b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ftz) 629 IF c. N/A 7. Glass area & type Single Pane Double Pane a. Clear -single pane 114-O ft' 0.0 fr 13. Heating systems b. Clear -double pane 0 jft2 0.0 W a. Electric Strip Cap: 17.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 W 0.0 W COP: 1.00 d. Tint/other SHGC - double pane b. N/A S. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 63.0(p) ft c. N/A b. N/A c. N/A 14- Hot water systems 9. Wall types a. Electric Resistance Cap: 65.0 gallons a, Concrete, Int Jusul, Exterior R=5.0, 608.0 IF T EF: 0.94 b. N/A b- NIA c. N/A d, N/A c. Conservation credits c. N/A (HR-Heat recovery, Solar 10. Ceiling types T DBP-Dedwated heat pump) a- Under Attic R= 19.0, 628.0 ft? 15. HVAC credits PT, b. NIA (CF-Ceiling fan, CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup: Con. Ret: Unc. Ali: Outdoors Sup. R=6.0, 25.0 It W-C-Multizone coolin& b. N/A W-H-Multizone healing) I certify this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) r '%%E S in this home before final inspection. Otherwise, a new EPL Display Card will be completed g based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: WE *NOTE.- The home's estimated energy performance score is only available through the FL 41RES computer program. This is not a Building Energy Rating. 1f your score is 80 or greater (or 86 for a US EPAIBOE EnergyStaT designation), your home may qualify for energy efficiency mortgage (EEA4) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at WWW._ "se uctedufor information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. COMPUTATIONS Mizell Residence 80 N.W. 93rd Street Miami Shores, Florida Date: 03/08/2005 ARBAB ENGINEERING, INC. -- ALIAKBAR ARBAB CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 FL P.E. 'NO. 35460 NORTH MIAMI, FLORIDA 33181 PHONE NO. (305) 891 -5049 FAX. NO. (305) 891 -0504 _ EB NUMBER: 0007488 PE NQ. 3546Q 3 4 �, ' ARBAB ENGINEERING, INC. r(5 Consulting Engineers Roof Design Loads • Wood Truss -Joist / Sheathing : 7.00 psf Tile: 12.00 psf Roofing : 6.00 psf Ceiling : 5.00 psf Mech / Elect/ Miscl : 3.00 psf Insulation 2.00 psf Total DL: 35.00 psf LL : 30.00 psf Wood Floor Total : 65.00 psf Wood Truss -Joist / Sheathing : 7.00 psf Tile: 12.00 psf Mech / Elect / Miscl : 3.00 psf Total DL : 22.00 psf LL : 60.00 psf Total : 82.00 psf 8" Masonry Wall: 60.00 psf 8" Reinforced Mason Wall: 100.00 psf Design Wind Pressure Zone Gross Uplift Net Uplift Wall, Windows & Door Pressure P.S.F Roofing 1 Negative -50.09 -50.09 2 Negative - 105.75 - 105.75 • 3 Negative - 105.75 - 105.75 2 Over Han - 102.04 - 102.04 3 Over Han - 171.61 - 171.61 Short Truss 1 Negative -48.96 -38.96 2 Ne ative -98.21 -88.21 3 Negative -98.21 -88.21 2 Over Han - 102.04 -92.04 3 Over Han - 171.61 - 161.61 Long Truss 1 Negative -45.45 -35.45 2 Ne ative -73.28 -63.28 3 Negative -73.28 -63.28 2 Over Han - 102.04 -92.04 3 Over Han - 171.61 - 161.61 Girder Truss 1 Ne ative -45.45 -35.45 2 Negative -73.28 7 63.28 3 Negative -73.28 -63.28 2 Over Han - 102.04 -92.04 3 Over Han - 171.61 - 161.61 Walls L 4 Field Negative -55.06 5 Corner Negative -65.32 4 & 5 ositive 50.06 . a = 3.00 ft 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Mizell Residence Fax: 305 - 891 -0504 ' ArchWind 98: Mlzell Residence ^ � IS Wind CASE A 3 GABLE Any Height C Direction • �Ang 1 BI 2 -,— _L- H CASE B 1 Z 2 Plan 3 Elevation AVERAGE WALL PRESSURE: For overturning calculations. WALL LINE PRESSURE AND HEIGHT ABOVE GROUND ACROSS WALLS 1 AND 2 LOAD = 402.09 lb /ft HEIGHT ABOVE GROUND = 4.5 ft ACROSS WALLS 3 LOAD = 410.00 LB /FT HEIGHT ABOVE GROUND = 4.5 ft MAXIMUM ROOF LOAD MAX POS = 10.00 psf • MAX NEG = -43.83 psf 1 ArchWind 98: MIzell Residence ~� Structures of Any Height Main Wind Resisting System • WALL PRESSURE OUTPUT s (P fl - WALLS 1 AND 2 HEIGHT WINDWARD LEEWARD SIDE ABS WIND +LEE(NO Internal) ------------------------------------------------------------------ 1 39.9 -27.1 -35.9 50.3 2 39.9 -27.1 -35.9 50.3 3 39.9 -27.1 -35.9 50.3 4 39.9 -27.1 -35.9 50.3 5 39.9 -27.1 -35.9 50.3 6 39.9 -27.1 -35.9 50.3 7 39.9 -27.1 -35.9 50.3 8 39.9 -27.1 -35.9 50.3 WALLS 3 HEIGHT WINDWARD LEEWARD SIDE ABS WIND +LEE(NO Internal) --------------------------------------------------------------------------------------------------- 1 39.9 -28.1 -35.9 51.2 2 39.9 -28.1 -35.9 51.2 3 39.9 -28.1 -35.9 51.2 4 39.9 -28,1 -35.9 51.2 5 39.9 -28,1 -35.9 51.2 6 39.9 -28.1 -35.9 51.2 7 39.9 -28.1 -35.9 51.2 8 39.9 -28.1 -35.9 51.2 ROOF OUTPUT PRESSURES (psf) . DIST FROM WINDWARD EDGE. POS NEG - 0.0 TO 5.6 10.0 -43.8 5.6 TO 11.1 10.0 -43.8 11.1 TO 22.2 10.0 -39.5 22.2 TO END 10.0 -39.5 2 ArchWind 98: MIzell Residence L j '7 • CONSTANTS USED Kz at Top of Wall = 0.85 Dim Perp. to Ridge = 26.92 ft q at Bottom of Wall = 46.38 psf Dim Parallel to Ridge = 23.92 ft q at Top of Wall = 46.38 psf Roof Angle = 10.98 deg. Cp at Bottom of Wall = 0.8 Mean Roof Height = 11.10 ft Cp at Top of Wall = 0.8 Wall Height = 7.86 ft TREATED AS LEEWARD SIDE Max Height of Openings = 6.00 ft Kz = 0.85 Gust Factor Walls 1, 2 = 0.85 q = 46.38 Gust Factor Walls 3 = 0.85 Cp = -0.47 Gust Factor Roofs = 0.85 TREATED AS SIDE WALLS 5 Kz = 0.8 Wind Speed, V = 146.0 mph q z 0.8 Exposure Cat. = C Cp = -0.70 Importance Cat. = 2 Internal Pressure Exposure coef., Kzi = 0.85 CONSTANTS FOR WALLS 3: Internal Velocity Pressure, qi = 46.38 psf Internal Pressure Coef, GCPi = 0.18 TREATED AS WINDWARD SIDE Topographic Factor, Kzt = 1.00 Kz at Bottom of Wall = 0.85 Wind Direction Factor, Kd = 1.00 Kz at Top of Wall = 0.85 q at Bottom of MAIN PRESSURE EQUATIONS ARE AS FOLLOWS: q at Top of Wall a 1 46 38 p8 f sf Cp at Bottom of Wall = 0.8 P = gGCp- gi(GCpi) Cp at Top of Wall = 0.8 or P = gGCp +gI(GCpi) TREATED AS LEEWARD SIDE The worst case of the above are used. Kz = 0.85 If any component across the walls is less than q = 46.38 10 psf, 10 psf is used as a minimum pressure. Cp = -0.50 Constants are described as follows: TREATED AS SIDE WALLS qi, Internal Velocity Pressure Kz = 0.85 q, Velocity Pressure Kz, Velocity Pressure Exposure Coef. q = 46.38 Cp = -0.70 Cp, External Pressure Coef. Main wind force resisting systems are based on CONSTANTS FOR ROOF: ASCE 7 -98 Section 6.5.12.2 Kz = 0.85 CONSTANTS FOR WALLS 1 AND 2: q = 46.38 psf Cp values vary and are based on TREATED AS WINDWARD SIDE ASCE 7, fig. 6 -3 Kz at Bottom of Wall = 0.85 2 Archwind 98: MIzell Residence 3 2 3 3 2 3 13 2 I _ 2 3 2 \ 2 1 2 2 1 2 2 \ '3 2 3 3 2 3 a a —ll\1 �3 Ir_2 — -2 _I_'.... Gable -an - -- — Hip -I g �� h COMPONENTS AND CLADDING HIP AND GABLE ROOFS - CONSTANTS USED HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Ref: ASCE 7 -98, Equation 6 -17 Structures less than or equal to 60 ft Roof Angle is between 10 and 30 degrees. Structure is less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 10.98 deg Eave Height = 11.10 ft AREA PRESSURE (psf) Area = 10.00 sf --------- ----------- -------- Area of Overhang = 0.00 sf I MAX = 31.54 Cp VALUES 1 MIN = -50.09 AREA Cp 2 MAX = 31.54 ------------ - - - - -- -- 2 MIN = - 105.75 1 0.50 3 MAX = 31.54 2 0.50,-2.10 3 MIN = - 105.75 3 0.50,-2.10 Over Hang Along Area 1 VALUE = 0.00 Along Area 1 Over Hang 0.00 Over Hang Along Area 2 VALUE _ - 102.04 Along Area 2 Over Hang -2.20 Over Hang Along Area 3 VALUE _ - 171.61 Along Area 3 Over Hang -3.70 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : MIzell Residence / 75 3 3 2 3 3 2 2 T�2 \j 2 2 1 2 2 11 2 a 2 i2 3 2 3 3 2 3a a 13 - 2 �3 I r—t Gable ang Hip � COMPONENTS AND CLADDING HIP AND GABLE ROOFS - CONSTANTS USED HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Ref: ASCE 7 -98, Equation 6 -17 Structures less than or equal to 60 ft Roof Angle is between 10 and 30 degrees. Structure is less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 10.98 deg Eave Height = 11.10 ft AREA PRESSURE (psf) Area = 18.13 sf. --------------------- -- - - - -- Area of Overhang = 0.00 sf 1 MAX = 29.65 Cp VALUES 1 MIN = -48.96 AREA Cp 2 MAX = 29.65 ---------------------- 2 MIN = -98.21 1 0.46,-0.88 3 MAX = 29.65 2 0.46,-1.94 3 MIN = -98.21 3 0.46,-1.94 Over Hang Along Area 1 VALUE = 0.00 Along Area 1 Over Hang 0.00 Over Hang Along Area 2 VALUE _ - 102.04 Along Area 2 Over Hang -2.20 Over Hang Along Area 3 VALUE _ - 171.61 Along Area 3 Over Hang -3.70 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • -w Archwind 98: MIzell Residence 5 3 2 3 3 2 3 - 3 2 T- 2 3 i \/ 2 1 2 2 1 2 a 1 2 3 3 1 ? 3 _.a a �3� 2 2 Gable yang Hip h COMPONENTS AND CLADDING HIP AND GABLE ROOFS - CONSTANTS USED HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Ref: ASCE 7 -98, Equation 6 -17 Structures less than or equal to 60 ft Roof Angle is between 10 and 30 degrees. Structure is less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 10.98 deg Eave Height = 11.10 ft AREA PRESSURE (psf) Area = 223.89 sf ------------------- - - - -- Area of Overhang = 5.67 sf I MAX = 22.26 Cp VALUES 1 MIN = -45.45 AREA Cp 2 MAX = 22.26 ---------------------- 2 MIN = -73.28 1 0.30, -0.80 3 MAX = 22.26 2 0.30,-1.40 3 MIN = -73.28 3 0.30,-1.40 Over Hang Along Area 1 VALUE = 0.00 Along Area 1 Over Hang 0.00 Over Hang Along Area 2 VALUE _ - 102.04 Along Area 2 Over Hang -2.20 Over Hang Along Area 3 VALUE _ - 171.61 Along Area 3 Over Hang -3.70 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 r Archwind 98: MIzell Residence 3 2 3 3 2 3 ,, 3- 2 - 2 3 — \/2 2 1 2 2 1 21 o f — 1 L ( 2 2 3 2 3 3 2 3 !a aE C3 l 2 2 � - 4 -- afiat a Gable _ -_ang -- - - Hi h COMPONENTS AND CLADDING HIP AND GABLE ROOFS - CONSTANTS USED HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Ref: ASCE 7 -98, Equation 6 -17 Structures less than or equal to 60 ft Roof Angle is between 10 and 30 degrees. Structure is less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 10.98 deg Eave Height = 11.10 ft AREA PRESSURE (psf) Area= 113.91 sf --------------------- - - - -- Area of Overhang = 5.67 sf - 1 MAX = 22.26 Cp VALUES 1 MIN = -45.45 AREA Cp 2 MAX = 22.26 ---------------------- 2 MIN = -73.28 1 0.30, -0.80 3 MAX = 22.26 2 0.30,-1.40 3 MIN = -73.28 3 0.30,-1.40 Over Hang Along Area 1 VALUE = 0.00 Along Area 1 Over Hang 0.00 Over Hang Along Area 2 VALUE _ - 102.04 Along Area 2 Over Hang -2.20 Over Hang Along Area 3 VALUE _ - 171.61 Along Area 3 Over Hang -3.70 Velocity Pressure Roof, q =46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Mizell Residence 5 5 h 4 5 4 �5 a a a a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height, COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref; ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 8 high. COMPONENT PRESSURES: Roof Angle = 10.98 deg AREA PRESSURE s Mean Roof Height = 11.10 ft (p so Area = 35.33 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 50.06 AREA Cp 4 MIN = -55.63 5 MAX = 50.06 4 0.90,-1.02 5 MIN = -65.32 5 0.90,-1.23 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coef£ Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 ARBAB ENGINEERING, INC. Consulting Engineers Wind Loads Computations Input B = 23.92 ft L L = 26.92 ft - Mean Roof Height ( H ) = 11.10 ft Wall Height = 7.86 ft Wall Area = 188.04 ft2 e ....- ..- .- ......-.:.......__. - Roof Angle = 10.98 ° t - --- - -t 1 � Roof Area = 10.00 ft I - Roof Area of OverHang = 0.00 ft Long Truss Area = 223.89 ft ` Area of OverHang for Truss = 5.67 ft .� Short Truss Area = 18.13 ft 1 Area of OverHang for Truss = 0.00 ft Girder Truss Area = 113.91 ft ® "�4° ® Area of OverHang for GT = 5.67 ft Basic Wind Speed: 146.00 MPH Exposure: C Importance: 11 ASCE Combinations: No Structure type : Enclosed Structure Rigidity : Rigid Max Opening Height = 6.00 ft See Computer Output: Windward + Leeward = 51.20 psf 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 -891 -5049 Mizell Residence Fax: 305 -891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers Diaphragm Design - Direction "X" HeightTdb„ta = 6.00 ft Width = 23.92 ft r -U ` A Windward + Leeward = 51.20 psf Total Horizontal Load = 7.35 kips Total Horizontal Load per Side = 7.35 kips ry Length of Nailing Dir. X = 26.92 ft + hi � Total Horizontal Load per foot = 272.96 Ibs /ft Nailing Design: Using 10d Nails Allowable Shear per Nail = 142.50 Ibs /Nail N° of Nails required per foot = 1.92 Nails /ft Space required between Nails = 6.26 inches U-sa d RA 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 =891 -5049 Mizell Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. � Op Consulting Engineers Diaphragm Design - Direction "Y" Height Tributary = 6.00 ft " Width = 26.92 ft W Windward + Leeward = 51.20 psf w _ Total Horizontal Load = 8.27 kips Total Horizontal Load per Side = 4.13 kips Length of Nailing Dir. X = 23.92 ft ' Total Horizontal Load per foot = 172.87 Ibs /ft °"� = fir j � ✓k ,r a v Nailing Design: Using 10d Nails Allowable Shear per Nail = 142.50 Ibs /Nail No of Nails required per foot = 1.21 Nails /ft Space required between Nails = 9.89 inches AR 104 Nails 12 6" c c Along the Uwe 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Mizell Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. 3 Consulting Engineers Uplift Roof : Short Truss: Inner Part Width Tributary = 3.25 ft Uplift = - 573.37 Ibs Spacing = 2.00 ft Outer Part ( Over Hang ) Width Tributary = 2.83 ft Uplift = - 521.56 Ibs Spacing = 2.00 ft Total Uplift = - 1094.93 Ibs Long Truss At Beam: Inner Part Width Tributary = 16.50 ft Uplift = - 2088.24 Ibs Spacing = 2.00 ft Outer Part ( Over Hang ) Width Tributar = 2.83 ft Uplift = - 521.56 Ibs Spacing = 2.00 ft Total Uplift = - 2609.80 Ibs Girder Truss At Beam: Inner Part Width Tributar = 16.50 ft Uplift = - 4894.31 Ibs Spacing = 4.69 ft Gravity = 5027.34 Ibs Outer Part ( Over Hang ) Width Tributar = 2.83 ft Uplift = - 521.56 Ibs Spacing = 2.00 ft Gravity = 368.33 Ibs Total Uplift = - 5415.87 Ibs Total Gravity = 5395.68 Ibs Girder Truss Skew: Inner Part Width Tributar = 3.75 ft Uplift = - 1817.28 Ibs Spacing = 7.67 ft Gravity = 1866.67 Ibs Outer Part ( Over Hang Width Tributary = 0.00 ft Uplift = 0.00 Ibs Spacing = 0.00 ft Gravity = 0.00 Ibs Total Uplift = - 1817.28 Ibs Total Gravity = 1866.67 Ibs 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Mizell Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers Connection Between Short Truss and Concrete Beam Maximum Horizontal Forces = 51.20 psf Maximum Uplift = 1094.93 Ibs Computation for reaction B = 23.92 ft Height = 6.00 ft Reaction H = 7.35 Kips ( total ) Reaction H = 7.35 Kips ( per side ) L = 26.92 ft Truss Spacing = 24.00 in Reaction H = 545.92 Ibs ( per Truss ) Reaction V = 1094.93 Ibs ( per Truss ) Type Use: U lift Horizontal Acceptance 1 NVHTA 22 2133.00 1 1617.00 03- 0224.10 Lateral interaction Horizontal Farce + Uplift Force 1 Horizontal Capacitor uplift Capacity 545.92 + 1094.93 0.85 OK! 1617.00 2133.00 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Mizell Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers Connection Between Long Truss and Concrete Beam Maximum Horizontal Forces = 51.20 psf Maximum Uplift = 2609.80 Ibs Computation for reaction B = 26.92 ft Height = 6.00 ft Reaction H = 8.27 Kips ( total ) Reaction H = 4.13 Kips ( per side ) L = 23.92 ft Truss Spacing = 24.00 in Reaction H = 345.73 Ibs ( per Joist ) Reaction V = 2609.80 Ibs ( per Joist ) Type Use: Uplift Horizontal Acce tance 2 L NVHTA 22 2133.00 1617.00 03- 0224.10 2 1 NVRT 22 -1880.00 1 0.00 03- 0327.14 Lateral interaction Horizontal Force + Uplift Force Horizontal Capacity Uplift Capacity 345.73 2609.80 1617.00 + 3013.00 1.00 OK! 0 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Mizell Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. j� Q� '75 Consulting Engineers Connection Between Girder Truss and Concrete Beam Maximum Uplift = 5415.87 Ibs Maximum Gravity = 5395.68 Ibs n T e Use: --UP-lift Gravity Acceptance 3 Two PI Truss 5800.00 0.00 _ 2 5/8" Hilti Kwlk Bolt 01- 1001.03 Two Ply Truss Connection Design Max. Uplift = 5800.00 Ibs Uplift per Leg = 2900.00 Ibs Uplift per Bolt = 2900.00 Ibs Use Hilt! Kwik Bolt II u cp = 5/8" Allowable Shear = 3826.00 Ibs OKII Allowable Tension = 2925.00 Ibs Top.of Beam Min. Embedment = 4 i �... _...._... " Min. Edge Distance = 6" hl Min. c.c. Distance = 8" h1 = 24.00 in f S = 6.00 in (2) BOItS Wood Member Check � � Material Pro perties Checking For Shear Southern Pine N° 2 f„= (3v) /(2bd)x(d /d') v = Shear v = 5800.00 Ibs b = total net width b = 3.50 in d = net height d = 20.00 in d' = min. distance from the edge to center of the bolt d' = 17.00 in Allowable Shear = 175 psi Condition for a 2 "x 8" member N° 1 Wet Service factor = 0.97 Adjustment Factor Load Duration Factor = 0.90 Adjustment Factor Allowable Shear = 152.78 psi Adjusted f„ = 146.22 psi < 152.78 psi ( Allowable Shear) Okll 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 -891 -5049 Mizell Residence Fax: 305 - 891 -0504 - ARBAB ENGINEERING, INC. Consulting Engineers Connection Between Skew Girder Truss and Beam Maximum uplift = p ft 1817.28 Ibs Maximum Gravity = 1866.67 Ibs T e Use: U lift Gravi Acceptance 4 2 TA22 1020.00 01- 0912.05 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Mizell Residence Phone: 305 - 891 -5049 Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. g r5 Consulting Engineers Fastener Schedule No T e Seat / Header Stra s / Truss UPLIFT N.O.A. 1 NVHTA 22 22 16d 6 10d x 1/2" 2133.00 03- 0224.10 2 NVHTA 22 22 16d ( 6 10d x 1/2" 2133.00 03- 0224.10 2 NVRT 22 (5 1/4" Ta con 9 16d 880.00 03- 0327.14 3 Two Ply Truss 2 5/8" Hilti Kwik Bolt See Detail 5800.00 - 4 2 TAT - 11 10d x 1 1/2" 1020.00 01- 0912.05 5 24 - (18)16d 1020.00 01- 0912.05 6 22 - (11 10d x 1 1/2" 1020.00 01- 0912.05 7 J L210 14 10d (8) 8d x 1 1/2" 995.00 01- 0327.04 11900 Biscayne Blvd., Suite# 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Mizell Residence Fax: 305. 891 -0504 I q t15 Windows & Door Pressure 59.73 59.37 52.77 52,77 57.88 57. West Elevation Item T e / size Floor Area Zone Pressure Suction 1 Window 1 6.03 4 54.73 -59.37 2 Door 1 16.39 4 52.77 -57.88 2 Door 1 16.39 4 52.77 -57.88 54.73 -69.37 0.93 53.81 -66.40 .58.67 Lid L±j a FF 7711 Jill East Elevation Item Type / size Floor Area Zone Pressure Suction 3 Window 1 3.50 4 54.73 -59.37 4 Door 1 27.00 4 50.93 -56.40 5 Window 1 13.00 4 53.81 -58.67 73 -b8.60 -69.3 s outn tievation Item Type / size Floor Area Zone Pressure Suction 6 Window 1 13.32 4 53.71 -58.60 7 Window 1 9.27 4 54.73 -59.37 54.73 53.71 —59.37 —58.60 54.73 —59.37 52.77 —57.88 5. —56.40 50.93 — 56.400 -� 52.77 —57.88 53.81 —58.67 o -� _ 54.73 Wr — 59.37 C O �- r T— --� { G— - F TM I; ARBAB ENGINEERING, INC Sheet No. — OF: Project: Mizell Residence CONSULTING ENGINEERS Wind Pressures 11900 BISCAYNE BLVD., SUITE 508 Drawn By. — NORTH MIAMI, FLORIDA 33181 Date: — PHONE N0. N0. 305 91 -0504 305 891 5049 FAX ( ) 8 - ( ) File: Archwind 98: Mizell Residence 61 l,5 i 5 1 151 h 4 4 5 5 a a a a If Roof Angle is r - -10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 10.98 deg Mean Roof Height = 11.10 ft AREA PRESSURE (psf) Area = 6.03 sf --------------------- - - - -- Cp VALUES 4 MAX — — 54.73 4 MIN = -59.37 AREA Cp 5 MAX = 54.73 4 1.00,-1.10 5 MIN = -73.28 5 1.00,-1.40 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 • Archwind 98: Mizell Residence 5 j5'' h 4 4 5 5, a a a a If Roof Angle is r -10 Deg. h = Eave Height otherwise h = Mean Roof Height COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 10.98 deg Mean Roof Height = 11.10 ft AREA PRESSURE (psf) Area = 16.39 sf --------------------- - - - - -- Cp VALUES 4 MAX = 52.77 AREA Cp 4 MIN = -57.88 ---------------------- 5 MAX = 52.77 4 0.96,-1.07 5 MIN = -70.32 5 0.96,-1.34 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Mizell Residence i S 5 h i 4 4 {' 15' 5 a a a a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 10.98 deg Mean Roof Height = 11.10 ft AREA PRESSURE (psf) Area = 3.50 sf --------------------- - - - - -- Cp VALUES 4 MAX = 54.73 AREA Cp 4 MIN = -59.37 • 5 MAX = 54.73 4 1.00 5 MIN = -73.28 5 1.00,-1.40 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coe£, GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98 : Mizell Residence • 5 5 h 4 4 5 5 a a a a If Roof Angle is < =10 Deg, h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 10.98 deg AREA PRESSURE s Mean Roof Height = 11.10 ft (psf) Area = 27.00 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 50.93 AREA Cp 4 MIN = -56.40 5 MAX = 50.93 4 ---- - - - - -- - 0.92, -1.04 5 MIN = -67.13 5 0.92,-1.27 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coe£, GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 ' Archwind 98: Mizell Residence i 5 5 h 4 4 5 5 a -a a a If Roof Angle is < =I0 Deg. h = Eave Height otherwise h = Mean Roof Height, COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 10.98 deg Mean Roof Height = 11.10 ft AREA PRESSURE (psf) Area = 13.00 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 53.81 AREA Cp 4 MIN = -58.67 ---------------------- 5 MAX = 53.81 4 0.98,-1.09 5 MIN = -71.89 5 0.98,-1.37 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coef£ Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coe£, GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 i Archwind 98 : Mizell Residence i 5 5! h 4 4 5 5 a - a a a If Roof Angle is —10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 10.98 deg Mean Roof Height = 11.10 ft AREA PRESSURE (psf) Area = 13.32 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 53.71 AREA Cp 4 MIN = -58.60 ---------------------- 5 MAX = 53.71 4 0.98,-1.08 5 MIN = -71.74 5 0.98,-1.37 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 Archwind 98: Mizell Residence X15 5 51 h 4 4 5 5' a a a a If Roof Angle is < =1 o Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 10.98 deg Mean Roof Height = 11.10 ft AREA PRESSURE (psf) Area = 9.27 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 54.73 AREA Cp 4 MIN = -59.37 ---------------------- 5 MAX = 54.73 4 1.00,-1.10 5 MIN = -73.28 5 1.00,-1.40 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coeff. Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coe£, GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 ARBAB ENGINERING, INC. Consulting Engineer Wood Floor Design L1 L1 = 13.00 ft ( Max. ) Loads : ( Terrace ) Wtrib = 1.00 ft DL = 22.00 Ibs /ft LL = 60.00 Ibs /ft Wood Joist Dimensions: b = 1.50 in h = 9.50 in Spacing = 16.00 in Wood Joist Properties: Area = 14.25 in I XX = 107.17 in S, = 22.56 in F = 1250.00 psi F„ = 175.00 psi i Reactions : q = 109.33 Ibs /ft Mmax = 2,309.67 ft-Ibs Vmax = 710.67 Ibs Stress Check: Max. Bending Stress = 1228.41 psi Ok!! Max. Shear Stress = 49.87 psi OU Deflection Check: q = 9.11 Ibs /in fc = 3000.00 psi P = 0.00 Ibs E = 3.12E +06 psi L = 156.00 in I = 107.17 in X = 0.00 in Due to Distributed Load: 0.210 in Maximum Deflection = L /360 = 0.433 in OK!! 11900 Biscayne Blvd., Suite # 508 North Miami, Florida 33181 Phone: 305 - 891 -5049 Mizell Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. �-� ( 5 Consulting Engineers Ledger Type 2 P.T. Wood Anchor Bolt 0 O P.T. Wood Anchor Bolt ( 2) P.T. Wood 2" x 10" continuous along the wall with 5/8" Hilti kwik Bolt -II min. 6" embedment spaced at 16" c.c., NOA : 01- 1001 -.03 Bolt Diameter = 5/8 in Bolt Area = 0.31 in Min. Embedment = 6.00 in Vertical Load = 82.00 psf W tributary = 7.00 ft Load = 574.00 lbs /ft spacing = 1.33 ft Shear per Bolt = 765.33 Ibs Effective Height ( H) = 9.50 in Effective Width ( W) = 1.50 in N° of Ledger = 2 Units Shear ( Bolt ) = 765.33 Lbs Tension ( Bolt) = 483.37 Lbs ( Bolt Place @ Midheight of the ledger ) Ledger Check f„= (3v) /(2bd)x(d /d') v = Shear b = total net width d = net height d'= min. distance from the edge to center of the bolt V = 765.33 Ibs b = 3.00 in d = 9.50 in d' = 4.75 in Allowable Shear = 175 psi Condition for a 2 "x 8" member No 1 Wet Service factor = 0.97 Adjustment Factor -oad Duration Factor = 0.90 Adjustment Factor Allowable Shear = 152.78 psi Adjusted f� = 20.14 psi < 152.78 psi ( Allowable Shear) OK!! 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Mizell Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers Anchor Bolt Design as per ACI -302 DA. 1.1 (PNn > Nu (D-1) 0,> (D - 2) N = 725.05 Ibs Vu = 1148.00 Ibs D.4.4 ( Strength Reduction Factors ) For Bolt Use c) Anchor governed by concrete breakout, side face blowout, pullout, or pryout strength Condition A Condition B i) Shear Loads : 0.75 0.70 ii) Tension Loads: 0.75 0.70 ( Hooked Bolts ) Note : 1) Condition A applies where the potential concrete failure surface are crossed by supplementary reinforcement 2) Condition B applies where such supplementary reinforcement is not provided 3) Strength Reduction Factors are for Service Loads Will Use Condition B (P = 0.70 ( For Shear) �O = 0.70 ( For Tension ) TENSION D.5.1.2 Nominal Strength of an anchor or group of anchor in tension shall not exceed: N = n Ase Fut ( D -3 ) n = Number of Anchors Ase = Effective cross section area of an Anchor Fut = Shall not be greater than 1.9 Fy or 125 ksi n =1 Ase = 0.31 in ( For 5/8" Anchor Bolt ) Fut = 58.00 ksi N = 17.79 kips 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Mizell Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. 31 q5 Consulting Engineers D.5.2.1 Nominal Concrete breakout Strength N or N, of an anchor or group of anchor in tension shall not exceed : For a single anchor: N ob — ( An / Ano) +2 +3 Nb ( D -4 ) A = 9 h hef Length of Emb. A = From Fig. RD.5.2.1(b) ACI 318 -02 / 413 N = k -,i f hef s k = 24 Cast in place anchors k= 17 Post Installed anchors 4 /2 = 1 if c m i n > 1.5 hef Cmin = Min. Edge distance of Bolt Cmin = 4.75 < 1.5 hef `I' 0.7 +(0.3 Cmin / +2= 0.858333 +3 = 125 Cast in place anchors 4 '3 = 1.40 Post Installed anchors hef = 6.00 in Ano = 324.00 in • An = 247.50 in +2= 0.858333 4'3= 1.40 f c = 3000.00 psi Nb = 13.68 kips Nob = 12.56 kips 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone-: 305- 891 -5049 Mizell Residence Fax: 305- 891 -0504 ARBAB ENGINEERING, INC. 3 , a q 5 Consulting Engineers 4 D.5.3.1 The Nominal Pullout Strength NPn of an anchor in tension shall not exceed N Pn — +4NP ( D -12 ) NP 0.9f (D -14) 3 d e < 4.5 d +4 = 1 ( worst case for section cracked ) do = 5/8 in eh = 3 d 1.88 in N = 3.16 kips �Npn 3 .1 ki �An = 2.21 kips SHEAR D.6.1.2 Nominal Strength of an anchor or group of anchor in Shear shall not exceed: V = 0.6 n Ase Fut ( D -18 ) n = Number of Anchors Ase = Effective cross section area of an Anchor Fut = Shall not be greater than 1.9 Fy or 125 ksi n =1 Ase = 0.31 in2 ( For 5/8" Anchor Bolt ) Fut = 58.00 ksi V = 10.68 kips 11900 Biscayne Blvd. Suite # 508 North Miami, Fla 33181 Phone: 305 -891 -5049 Mizell Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING, INC. 3 3 Consulting Engineers D.6.2.1 Nominal Concrete breakout Strength Vcb or Vob9 of an anchor or group of anchor in shear shall not exceed For a single anchor: ( Shear Perpendicular to the edge ) Vcb = ( A„ / A ,,c) +s `I'7 Vb { D -20 ) A„ = 4.5 cf2 ( D -22 ) c, = edge distance A„ = From Fig. RD.6.2.1(b) ACI 318 -02 / 421 V = 7 ( I / do ) 0.2 -\ 'dofc (cl)1s ( D -23 ) 4 '6 = 1 if c > 1.5 c, +6 0.7 +0.3(c ifc <1.5c +6= 1 +7= 1 Worst case c, = 4.75 in Avo = 101.53 in` A = 85.50 in` do = 0.625 in fc = 3000.00 psi Vb = 3.45 kips Vcb = 2.90 kips D.6.3.1 The Nominal Pryout Strength V of an anchor in shear shall not exceed V cp = KcpNcb ( D -28 ) N cb = ( An/ An0 ) ` a'2 `P3 Nb ( D -4 ) Kcp = 2 ( for hef > 2.5 in ) Ncb = 12.56 kips Vcp = 25.12 kips YVn = 2.03 kips 0 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Mizell Residence Fax: 305 - 891 -0504 ' ARBAB ENGINEERING, INC. Consulting Engineers D.7.3 Interaction of tensile and shear forces N„ Vu �_' + On C 1.2 725.05 + 1148.00 22 2032.0 — 0 . 9 OK!! D.8.1 Minimum Distance center to center 4 d = 2.50 in OKl l D.8.2 Minimum Edge Distance 6 d = 3.75 in OKII 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Mizell Residence Fax: 305 - 891 -0504 ARBAB ENGINEERING INC. 35 ` 5 Consulting Engineers Ledger Schedule Mark Description Fastener L 2 2" x 10" 5/8" Hilti Kwik Bolt II 16" c.c. 6" min. Emb. • 11900 Biscayne Blvd., Suite# 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Mizell Residence Fax: 305-891-0504 ARBAB ENGINEERING, INC. r75 Consulting Engineers • Beam Design RB -1 L1 L1 = 8.83 ft Loads From Roof: Wtrib = 3.00 ft DL = 105.00 Ibs /ft From Wall LL = 90.00 Ibs /ft Height = 0.00 ft Total Load DL = 0.00 Ibs /ft Total DL = 105.00 Ibs /ft See Computer Output Total LL = 90.00 Ibs /ft b = 8.00 in h h = 16.00 in • b Use 2 # 5 Top & Bottom w / Stirrups # 3 @ 8" c.c. Reaction 1 = 1.40 kips D/T = 0.72 Reaction 2 = 1.40 kips D/T = 0.72 Deflection Check: Clear Cover = 1.50 in q = 16.25 Ibs /in f = 3000.00 psi P = 0.00 Ibs E = 3.12E +06 psi L = 106.00 in I = 2032.42 in ' X = 0.00 in I cr = 1727.55 in" Due to Distributed Load: 0.005 in Due to Point Load: 0.000 in Total A 0.005 in Maximum Deflection = L/360 = 0.294 in OKIt • 11900 Biscayne blvd, Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Mizell Residence Fax: 305 - 891 -0504 ['Output ] <RB -1> ` Page 1 of 2 o r ROJECT: RB -1 ** *BASIC DATA * ** CODE PIN ALT SWAY LAST MOMRED NO YES YES NO YES NO TYPE BMS TCOL BCOL FC FY GAM FV FCT ft. ft. ksi ksi pcf ksi psi 3 3 0.0 0.0 3.0 60. 145. 40. 273.5 ** *SPAN DATA * ** BM SPAN B D BLFT BRT WLD ft. in. in. in. in. ft. 2 8.8 8.0 16.0 0.0 0.0 0.0 * * *UNIF. LOADS * ** BM TYPE LOAD START END WIDTH psf ft. ft. ft. 2 DL 105.0 0.0 8.8 1.0 2 LL 90.0 0.0 8.8 1.0 * * *CONC. LOADS * ** BM TYPE P LOC kips ft. 2 LL 0.0 0.0 ** *EFFECTIVE COVER (in /mm.) * ** IS M LEFT MID RIGHT 2 1.50 1.50 1.50 ** *MOMENTS AND SHEARS (kip -ft, kips) * ** BM MLEFT MMID MRITE VLFT VRITE 2 0.0 3.2 0.0 1.04 1.04 ** *REACTIONS (kips) * ** COL R D/T 1 1.4 0.72 2 1.4 0.72 ** *DEFLECTIONS (in.) * ** BM DEFL. 2 0.13 ** *WIND DATA (kip- ft) * ** BM ML MR ** *MOMENT COMBINATIONS @ 1 /10TH POINTS (kip- ft) * ** POINT: .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 1.0 BEAM NO. 2: GR 0.0 1.1 2.0 2.7 3.0 3.2 3.0 2.7 2.0 1.1 0.0 0.0 0.8 1.5 1.9 2.2 2.3 2.2 1.9 1.5 0.8 0.0 GR -U: 0.0 1.7 3.0 3.9 4.5 4.7 4.5 3.9 3.0 1.7 0.0 0.0 1.1 2.0 2.7 3.1 3.2 3.1 2.7 2.0 1.1 0.0 WIND: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 [ 'Output ] <RB -1> 38 Page 2 of 2 DEAD: 0.0 0.8 1.5 1.9 2.2 2.3 2.2 1.9 1.5 0.8 0.0 • 0.0 0.8 1.5 1.9 2.2 2.3 2.2 1.9 1.5 0.8 0.0 TOTU: 0.0 1.7 3.0 3.9 4.5 4.7 4.5 3.9 3.0 1.7 0.0 0.0 0.7 1.3 1.7 2.0 2.1 2.0 1.7 1.3 0.7 0.0 * ** DESIGN MOMENTS (kip -ft) * ** M -LEFT M -MID M -RITE BEAM NO. 2: GR WKG 0.00 3.16 0.00 GR WKG 0.00 1.46 0.00 COMB ULT 0.00 4.68 0.00 COMB ULT 0.00 1.31 0.00 * ** SHEAR ANALYSIS * ** BM END VU VUS VC VMULT S -MAX kips psi psi in. 2 L 1.5 15.6 109.5 0.0 0.0 2 R 1.5 15.6 109.5 0.0 0.0 * ** REINFORCING STEEL (sq. in., in.) * ** BM ASL CL REVL ASM CM REVM ASR CR REVR DL DM DR 2 0.00 0.00 0.00 0.10 0.00 0.00 0.00 0.00 0.00 14.5 14.5 14.5 ** *REINFORCING * ** LEFT END OEAM TOP BARS NO. BOTTOM BARS NO, VERT. LEFT STIRRUPS VERT.RIGHT STIRRUPS NO. LONG SHORT ROWS LONG SHORT ROWS LEGS NO.SIZE SPAC. LEGS NO.SIZE SPAC. 2 2# 5 04 0 1 2# 5 0# 0 1 0[ 0# 0@ 0" 0[ 0# 0@ 0" 2R* 0# 0 1 * TOP BARS AT RIGHT END NOTES: (1) TOP LONG bars are assumed to be fully effective over both adjacent supports (see Bar Placement Diagram in the CONBM documentation). (2) Bar letters refer to the Bar Placement Diagram found in the CONBM program documentation. (3) Bar schedule does not necessarily satisfy reversal and compression steel requirements, as noted in the * ** REINFORCING STEEL * ** table. End of CONBM ARBAB 3-1 o X75 ENGINEERING, INC. Consulting Engineers Beam Desiqn RB -2 / RB -3 Ll L2 L1 = 7.83 ft L2 = 11.50 ft Loads : From Roof Wtrib = 16.00 ft DL = 560.00 Ibs /ft LL = 480.00 Ibs /ft From Wall: Height = 0.00 ft DL = 0.00 Ibs /ft Total Load Total DL = 560.00 Ibs /ft Total LL = 480.00 Ibs /ft Point Load = 5.40 kips X = 4.75 ft See Computer Output b = 8.00 in �i h = 16.00 in ; h .r b Use 2 # 5 Top & Bottom w / Stirrups # 3 @ 8" c.c. Reaction 1 = 3.20 kips D/T = 0.59 Reaction 2 = 19.20 kips D/T = 0.45 Reaction 3 = 7.10 kips D/T = 0.45 Deflection Check: Clear Cover = 1.50 in q = 86.67 Ibs /in fc = 3000.00 psi P = 5396.00 Ibs E = 3.12E +06 psi L = 138.00 in I = 2032.42 in X = 57.00 in l = 1727.55 in Due to Distributed Load: 0 0.076 in Due to Point Load: 0 - 0.052 in Total 0 0.128 in Maximum Deflection L/360 = 0.383 in OK!! 11900 Biscayne blvd, Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Mizell Residence Fax: 305 - 891 -0504 ' [Output j <RB- 2 /RB -3> Page 1 of 3 PROJECT: RB- 2 /RB -3 ** * BASIC DATA * ** CODE PIN ALT SWAY LAST MOMRED NO YES YES NO YES NO TYPE BMS TCOL BCOL FC FY GAM FV FCT ft, ft. ksi ksi pcf ksi psi 3 4 0.0 0.0 3.0 60. 145. 40. 273.5 ** *SPAN DATA * ** BM SPAN B D BLFT BRT WLD ft. in. in, in. in. ft. 2 7.8 8.0 16.0 0.0 0.0 0.0 3 11.5 8.0 16.0 0.0 0.0 0.0 * * *UNIF. LOADS * ** BM TYPE LOAD START END WIDTH psf ft. ft. ft. 2 DL 560.0 0.0 7.8 1.0 3 DL 560.0 0.0 11.5 1.0 2 LL 480.0 0.0 7.8 1.0 3 LL 480.0 0.0 11.5 1.0 * * *CONC. LOADS * ** BM TYPE P LOC kips ft. • 3 LL 5.4 4.8 ** *EFFECTIVE COVER (in /mm.) * ** BM LEFT MID RIGHT 2 1.50 1.50 1.50 3 1.50 1.50 1.50 ** *MOMENTS AND SHEARS (kip -ft, kips) * ** BM MLEFT MMID MRITE VLFT VRITE 2 0.0 4,4 -22.2 1.84 6.00 3 -22.2 21.8 0.0 10.41 5.74 ** *REACTIONS (kips) * ** COL R D/T 1 3.2 0.59 2 19.2 0.45 3 7.1 0.45 ** *DEFLECTIONS (in.) * ** BM DE FL . 2 -0.25 3 1.32 ** *WIND DATA (kip- ft) * ** BM ML MR ** *MOMENT COMBINATIONS @ 1 /10TH POINTS (kip- ft) * ** &OINT: .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 1.0 BEAM NO. 2: GR 0.0 2.2 3.7 4.4 4.4 3.8 2.4 0.2 -2.6 -6.1 -8.9 0.0 -0.2 -0.8 -1.8 -3.2 -5.1 -7.4 -10.1 -13.2 -16.8 -22.2 [ Output ] < RB- 2/RB -3> ` rT5 Page 2 of 3 GR -U: 0.0 3.4 5.7 7.0 7.1 6.1 4.0 0.4 -3.6 -8.6 -12.5 0.0 -0.3 -1.3 -3.0 -5.5 -8.7 -12.5 -16.6 -21.3 -26.7 -35.1 WIND: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DEAD: 0.0 1.0 1.6 1.8 1.5 018 - 0.3 -1.8 -3.8 -6.1 -8.9 0.0 1.0 1.6 1.8 1.5 0.8 -0.3 -1.8 -3.8 -6.1 -8.9 TOTU: 0.0 3.4 5.7 7.0 7.1 6.1 4.0 0.4 -2.7 -5.5 -8.0 BEAM N0. 3: 0.0 -0.3 -1.3 -3.0 -5.5 -8.7 -12.5 -16.6 -21.3 -26.7 -35.1 GR -8.9 -3.9 3.1 12.6 20.7 21.8 20.5 17.7 13.3 7.4 0.0 -22.2 -9.4 -1.0 2.3 4.7 6.2 6.8 6.4 5.2 3.1 0.0 GR -U: -12.5 -5.5 5.2 20.5 33.5 34.9 32.7 28.0 21.0 11.7 0.0 -35.1 -14.8 -1.8 3.2 6.6 8.7 9.5 9.0 7.3 4.3 0.0 WIND: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DEAD: -8.9 -3.9 0.2 3.3 5.6 6.9 7.4 6.9 5.5 3.2 0.0 -8.9 -3.9 0.2 3.3 5.6 6.9 7.4 6.9 5.5 3.2 0.0 TOTU: -8.0 -3.5 5.2 20.5 33.5 34.9 32.7 28.0 21.0 11.7 0.0 -35.1 -14.8 -1.8 2.4 4.9 6.2 6.6 6.2 5.0 2.9 0.0 * ** DESIGN MOMENTS (kip -ft) * ** M -LEFT M -MID M -RITE OBEAM NO. 2: GR WKG 0.00 4.44 -22.23 GR WKG 0.00 -13.21 -8.91 COMB ULT 0.00 7.09 -35.12 COMB ULT 0.00 -21.34 -8.02 BEAM NO. 3: GR WKG -22.23 21.78 0.00 GR WKG -8.91 -1.03 0.00 COMB ULT - 35.12 34.94 0.00 COMB ULT -8.02 -1.76 0.00 * ** SHEAR ANALYSIS * ** BM END VU VUS VC VMULT S -MAX kips psi psi in. 2 L 2.9 29.4 109.5 0.0 0.0 2 R 9.3 94.4 109.5 100.0 7.3 3 L 16.5 167.6 111.5 89.1 7.3 3 R 9.0 91.7 109.5 100.0 7.3 * ** REINFORCING STEEL (sq. in., in.) * ** BM ASL CL REVL ASM CM REVM ASR CR REVR DL DM DR 2 0.00 0.00 0.00 0.15 0.00 0.39 0.57 0.00 0.00 14.5 14.5 14.5 3 0.57 0.00 0.00 0.57 0.00 0.04 0.00 0.00 0.00 14.5 14.5 14.5 ** *REINFORCING * ** LEFT END BEAM TOP BARS NO. BOTTOM BARS NO. VERT. LEFT STIRRUPS VERT.RIGHT STIRRUPS NO. LONG SHORT ROWS LONG SHORT ROWS LEGS NO.SIZE SPAC. LEGS NO.SIZE SPAC. r75 ['Output ] <RB- 2 /RB -3> Page 3 of 3 2 2# 5 0# 0 1 2# 5 0# 0 1 0[ 0# 0@ 0" 2[ 8# 3@ 7" 3 0# 0 0# 0 1 2# 5 0# 0 1 2[ 11 # 3@ 7" 2[ 7# 3@ 7" 3R* 0# 0 1 * TOP BARS AT RIGHT END NOTES: (1) TOP LONG bars are assumed to be fully effective over both adjacent supports (see Bar Placement Diagram in the CONBM documentation). (2) Bar letters refer to the Bar Placement Diagram found in the CONBM program documentation. (3) Bar schedule does not necessarily satisfy reversal and compression steel requirements, as noted in the * ** REINFORCING STEEL * ** table. End of CONBM ARBAB ENGINEERING, INC. Consulting Engineers • Column Design Column 1 ( Worst Case) Height = 8.83 ft Depth = 4.00 in Width = 4.00 in Clear Cover = 1.50 in Loads DL = 8.64 kips LL = 10.56 kips Pu = 29.47 kips See Computer Output Use 4 # 6 w /ties @ 8" c.c. 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Mizell Residence Fax: 305 - 891 -0504 + No No Rev !Job Sheet Research Engineers I Engineer All Arbab Date -- - — - -- - Job Title Column 1 I Checked Date Approved -- - - - - -- Date �- M ark Cambell File DtlTm Input Geometry Data Item Value Unit Depth S in Width 17 in Loading Data Item Value Unit Ult. Axial Load 29.47 ki Ult. Mz 0 kip -in Ult. My 0 kip -in Ult. Shear 0 kip Ult. Torsion 0 kip -in Mom. Mag. Y 1 Mom. Mag. Z 1 Material Properties Item Value Unit Fc 3 ksi Fy Main 60 ksi Fy Secondary 60 ksi enforce Details Item Value Unit Clear Cover 1.5 in Country's Bars US(Imp) mill Min. Main Bar Size 6 Max. Main Bar Size 6 IN Min. Sec. Bar Size 3 Max. Sec, Bar Size 3 Arrangement Flex. Reinf. on 2 sides Print Time /Date: 03/09/2005 13:52 STAAD.etc Release 3 .0 Page 1 of 5 +ice, Job No Sheet No Rev Research Engineers 2 Engineer Ali Arbab Date - - Job Title Column 1 !Checked Date Approved Date - -- -- -- nt Mark Cambell File Dt/Tm Output 46 Ge me ric Data Depth (in) 18.000 Width (in) 117.000 I_o d Data Axial load ki 29.470 Moment -Z (kip -in) 0.000 Moment-Y kip-in) 10.000 Desi n Detail Phi 10.700 Steel Area Reqd. (in2) 1.360 einforcQ ent Details Bar Confi . 4 #6 Reinforcement % 1.294 Steel Area Provided (in 2 1.760 Tie bar Config #3 Q 8.0 in do Column a Z- Direction Y- Direction PO (ki 447.912 447.912 Pn Max (kip) 358.330 358.330 P -Ten (kip) - 105.600 - 105.600 P -bai (kip) 115.488 152.976 M -bal (kip-in) 514.476 1413.582 e -bal in) 4.455 9.241 MO (kipdn) 296.229 735.358 P -My Interaction Diagram 400 _.._ 200 0 -° -20 rt -- 0 100 300 500 700 900 1100 1300 1500 P -Mz Interaction Diagram 400 200 `> 0 - -200 — - -- - -- -r- 0 100 300 500 700 900 1100 0 Print Time /Date: 03/09/2005 13:52 STAAD.etc Release 3.0 Page 2 of 5 Research Engineers Job No Sheet No 3 Rev r ngnneer Ali Arbab Date Job itle Column 1 Checked Date Approved Date t Mark Cambell _ - -- -_. -.- File DVTm alculation Rectangular Concrete Column Design : Mizell Residence DesiQn Load Design Load 29.470 / 0.700 42.100 Kip Design Moment M, 0.000 / 0.700 0.000 Kip -in Design Moment M. 0.000 / 0.700 0.000 Kip -in Set Trial Steel % and Bar Confiz Bar size =6 Number of Bars =4 Steel Area = 1.294 Computation of Steel Area for Axial load only Computation of Steel Area as per AC1318R -95 10.3.5.1 Steel Aread Reqd = (( 29.470 / 0.700 / 0.800) - ( 0.85 * 3.000 * 136.000)) / ( 60.000 - ( 0.85 * 3.000 ) _ -5.121 Percentage of Steel Area Reqd = -5.121 / 136.000 _ -0.038 Percentage of Steel Area Reqd < Min Steel. Provide Min Steel = 1.360 As per 10.9.1 %of Steel Area Reqd. > Min Steel and < Max. Steel Design Ok Computation of Minimum clear distance between bars As per ACI 10.2.7 1.5 * Bar dia 1.5 * 1 = 1.125 1.5 * Bar dia < 1.5" = 1.5" Computation of distance between bars in Breadth ( Breadth - 2.0 * Cover - Bardia * ( Number of Bars 12)) / (( Number of Bars / 2) - 1 ) (17. 000 -2.0 *1.500- 0.750 *(4/2))/((4/2) -1) = 12.500 Distance between bars 12.500 is greater than Minimum Clear Distance 1.500 DesiQn of Ties Asper ACI 7.10. S Tie Bar Number 3 Tie bar spacing As per AC17.10.5.1 Tie Bar dia * 48 = 48 * 0.375 = 18.000 Main Bar dia * 16 = 16 * 0.750 = 12.000 < least dimension of the column = 8.000 Designed Tie bar spacing = 8.000 All calculations are based on Pound and Inches Print Time /Date: 03/09/2005 13:52 STAAD.etc Release 3.0 Page 3 of 5 Job No Sheet No Rev Research Engineers 4 Engineer Ali Arbab Date Job Title Column 1 - - - i - - - -- — - j Checked Date Approved Date Mark Cambell File Dt/Tm alculation, cont... L-rr * * ** End of report * * ** Print Time /Date: 03/09/2005 13:52 STAAD.etc Release 3.0 Page 4 of 5 � Job No I Sheet No Rev R esearch Engineers , s f Engineer Ali Arbab Date Job Title Column 1 - - - - - - — -- - - ; Checked Date ;Approved Date nt Mark Cambell - _- - -- - - - - -- File Dt/Tm 75 A 17.000 in B .._...__ .. Jy 0 0 0 0 3 A Print Time /Date: 03/09/2005 13:52 STAAD Release 3 .0 Page 5 of 5 ARBAB ENGINEERING, INC. Consulting Engineers _Footing Design Footing F -1 Dime Width = 24.00 in Thicness = 12.00 in Loads : From Roof: Width tdbut.,y = 14.00 ft DL = 490.00 Ibs /ft LL = 420.00 Ibs /ft From Wall: Height = 9.00 ft DL = 540.00 Ibs /ft Total Load DL = 1030.00 Ibs /ft LL = 420.00 Ibs /ft See Computer Output: Use 3 # 5 Continuous Use 4 @ 24" S.W. 11900 Bicayne Blvd., Suite # 508 North Miami, Florida 33181 Phone: 305 - 891 -0504 Mizell Residence Fax: 305 - 891 -0504 50 04" ty5 ' ['Output ] < Footing F -1> Page 1 of 1 PROJECT: Footing F -1 *ALL FOOTING DATA: TYPE TW BF QA PLL PDL PV TV CTR in. ft. psf ( kips /feet ) in. 1 8.00 2.00 2000. 0.42 1.03 0.00 0.00 1 DESIGN DATA: FC FY DMIN DMAX MINS MAXS CLRB CLRT ksi ksi ( inches ) ( inches ) 3.00 60. 12.0 12.0 #5 #5 3.00 3.00 FOOTING SIZE: WIDTH THICK 2 1 - 0" X 12" WALL FOOTING PARAMETERS: BL BR XBAR CL CR QS QDL ( inches ) in. in. in. psf psf 8 8 0.00 2.00 2.00 725 515 TRANSVERSE REINFORCING: As Areq'd d #5 @14.0" X 1 6" bottom layer 0.27 0.26 8.69 LONGITUDINAL REINFORCING: 2 #5 bottom, 2nd layer, continuous QUANTITIES PER LINEAR FOOT OF WALL FOOTING: einf. Concr. (lbs) (cu.ft.) 3.47 2.00 End of WALLFOOT ARBAB ENGINEERING, INC. Consulting Engineers • Wall Design Typical Wall Wall height = 8.83 ft Wall Thickness = 8 in Rebar Size = 5 Rebar Spacing = 48 in Rebar Location = Center Area = 35.33 ft Horizontal Loads: Wind Pressure : 55.06 psf See Computer Output: Use # 5 @ 48" c.c. Typical Masonry Jamb Wall height = 6.83 ft _. Wall Thickness = 8 in Rebar Size = 5 _ i Rebar Location = Center Width Tributary = 3.83 ft Area = 26.19 ft Horizontal Loads: Wind Pressure: 56.47 See Computer Output: Use # 5 ftqAqftjffl • 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone: 305 - 891 -5049 Mizell Residence Fax: 305 - 891 -0504 [ Output ] <Wall Design> Page 1 of 2 Job Title: Wall Design NPUT DATA GENERAL DATA BUILDING CODE = ACI 530- 92 /ASCE 5 -92 Fm MASONRY - 1500 psi Fs REINFORCING = 24000 psi ELASTIC MODULUS = 1500 Ksi MODULAR RATIO = 19.33 SPECIAL INSPECTION ? = YES SOLID GROUTED ? = NO WALL DATA TOTAL HEIGHT = 8.83 ft UNSUPPORTED HEIGHT = 8.83 ft WALL THICK. = 8 in EQUIV WALL THICK. = 4.60 in LOAD DATA UNIFORM DEAD LOAD = 0.00 plf AXIAL DL @ T.O.W = 0.00 plf UNIFORM LIVE LOAD = 0.00 plf AXIAL LL @ T.O.W = 0.00 plf UNIFORM LOAD ECC. = 0.00 in WIND LOAD = 55.06 psf WALL WEIGHT - 60.00 psf SEISMIC FACTOR = 0.00 REINFORCEMENT DATA REBAR SIZE " #" = 5 REBAR LOCATION = CENTER REBAR SPACING = 48 in DEPTH TO REINF = 3.75 AREA PER FOOT = 0.077 in ^2 REBAR PERCENTAGE = 0.17 % ANALYSIS RESULTS ---------------- ---------------- ALLOWABLE STRESSES --------------- - -- AXIAL STRESS = 343 psi BENDING STRESS: Masonry 499 psi Steel 24000 psi <VERTICAL LOADS> <<<<<<<<< ACTING MOMENTS >>>>>>>>> DEAD LIVE DEAD LIVE WIND SEISMIC LOAD LOAD LOAD LOAD LOAD LOAD COLUMN LOCAT (lbs) (lbs) (lb-in) (lb -in) (lb -in) (lb -in) --------------------------------------------------------------------- AT TOP 0 0 0 0 - - - - - -- - - - - - -- AT MIDHEIGHT 264 0 0 0 6439 0 «««« «< LOAD FACTORS »»»»»> LOAD DEAD LIVE WIND SEISMIC CASE COLUMN LOCAT. LOAD LOAD LOAD LOAD -------------------------------------------------------------- 1 AT TOP 1.00 0.00 0.00 0.00 2 AT TOP 1.00 1.00 0.00 0.00 3 AT MIDHEIGHT 1.00 1.00 0.00 0.00 4 AT MIDHEIGHT 1.00 1.00 1.00 0.00 [ Output ] <Wall Design> 53 rt5 P gf2 o f 2 • <<<<<<<<<< ACTUAL STRESSES » »»»» COMBINED << BENDING >> << BENDING >> LOAD MOMENTS AXIAL MASONRY STEEL << COMBINED STRESSES >> CASE (lb -in) (psi) (psi) o MAX (psi) % MAX ACTUAL ALLOW STATUS ------------------------------------------------------------------------ 1 0 4 0 0.000 0 0.000 0.010 1.000 GOOD 2 0 4 0 0.000 0 0.000 0.010 1.000 GOOD 3 0 4 0 0.000 0 0.000 0.010 1.000 GOOD 4 6439 4 365 0.732 24211 1.009 0.741 1.330 GOOD End of MASWALL Archwind 98: Mizell Residence Jq • ` 5 • 5 j5 h 4 4 i ! 5 a a a a If Roof Angle is —10 Deg. h = Eave Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref: ASCE 7 -98, Equation 6 -17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle = 10.98 deg Mean Roof Height = 11.10 ft AREA PRESSURE (psf) Area = 26.19 sf ---------------------- - - - - -- Cp VALUES 4 MAX = 51.02 AREA Cp 4 MIN = -56.47 ---------------------- 5 MAX = 51.02 4 0.92,-1.04 . 5 MIN = -67.30 5 0.92,-1.27 Velocity Pressure Roof, q = 46.38 psf Dimension a = 3.00 ft Exposure Coef£ Roof, Kz = 0.85 Note, when max absolute value is less than 10 psf, Wind Speed, V = 146.0 MPH use 10 psf or -10 psf as applicable. Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 1.00 [ Output ] < Masonry Jamb> Page 1 of 2 Job Title: Maso NPUT DATA GENERAL DATA BUILDING CODE = ACI 530 92 /ASCE 5 -92 Fm MASONRY = 1500 psi Fs REINFORCING = 24000 psi Fsc: REINFORCING = 0 psi ELASTIC MODULUS = 1500 Ksi MODULAR RATIO = 19.33 PILASTER UNIT WEIGHT = 100 psf SPECIAL INSPECTION ? = YES WALL DATA TOTAL HEIGHT = 8.83 ft TRIB. WALL WIDTH = 3.83 ft UNSUPPORTED HEIGHT = 6.83 ft PILASTER WEIGHT = 40.38 plf PILASTER DEPTH = 8.00 in PILASTER WIDTH = 8.00 in PILASTER GROSS AREA = 58.14 in ^2 LOAD DATA GIRDER DEAD LOAD = 0.00 lb WIND LOAD = 55.78 plf GIRDER LIVE LOAD = 0.00 lb SEISMIC FACTOR = 0.00 GIRDER LOAD ECC. = 0.00 in WALL WEIGHT = 75.00 psf • REINFORCEMENT DATA ------------------ REBAR SIZE " #" = 5 AREA OF STEEL = 0.614 in ^2 # BARS E/F = 1 REBAR o = 1.609 % DEPTH TO REINF = 5.00 in ANALYSIS RESULTS ---------------- ---------------- ALLOWABLE STRESSES --------------- - -- AXIAL STRESS = 348 psi BENDING STRESS: Masonry 499 psi Steel 24000 psi <VERTICAL LOADS> <<<<<<<<< ACTING MOMENTS >>>>>>>>> DEAD LIVE DEAD LIVE WIND SEISMIC LOAD LOAD LOAD LOAD LOAD LOAD COLUMN LOCAT (lbs) (lbs) (lb -ft) (lb -ft) (lb -ft) (lb -ft) --------------------------------------------------------------------- AT TOP 0 0 0 0 - - - - - -- - - - - - -- AT MIDHEIGHT 237 0 0 0 1245 0 «««««< LOAD FACTORS »» » »»> • LOAD DEAD LIVE WIND SEISMIC CASE COLUMN LOCAT. LOAD LOAD LOAD LOAD -------------------------------------------------------------- 1 AT TOP 1.00 0.00 0.00 0.00 2 AT TOP 1.00 1.00 0.00 0.00 3 AT MIDHEIGHT 1.00 1.00 0.00 0.00 4 AT MIDHEIGHT 1.00 1.00 1.00 0.00 [ Output ] <Masonry Jamb> Page 2 of 2 • <<<<<<<<<< ACTUAL STRESSES »» »»» COMBINED << BENDING >> << BENDING >> LOAD MOMENTS AXIAL MASONRY STEEL << COMBINED STRESSES >> - - CASE (lb -ft) (psi) (psi) % MAX (psi) % MAX ACTUAL MAX STATUS ----------------------------------------- ----------------- 1 0 0 0 0.00 0 0.00 0.000 1.00 GOOD 2 0 0 0 0.00 0 0.00 0.000 1.00 GOOD 3 0 3 0 0.00 0 0.00 0.006 1.00 GOOD 4 1245 3 410 0.82 11347 0.47 0.829 1.33 GOOD End of PILASTER t • ARBAB ENGINEERING, INC Pro e No. --� OF: jct. Mizell Residence CONSULTING ENGINEERS Two Ply Truss Single Bolted 11900 BISCAYNE BLVD., SUITE 508 Drawn By. — NORTH MIAMI, FLORIDA 33181 Date: 03/08/05 PHONE NO. (305) 891 -5049 FAX. NO. (305) 891 -0504 File: — a" i 1 11 ® 91/2' VARIES '�`� 7" TO 1 12 /4' Tr- TO OF 3 TYP. CO C. BEAM •e. •. n 1 ,.0 — d — d. • d •. ' 1 C 'd d A 20 GA. SHEET a . METAL d 4 e 5 ° p • 3" 3• 5 4 MIN. ° co EMBEDMENT gO _ (TYPICAL) 32" TWO PLY TRUSS (MAX. UPLIFT = 5,800 #) it SCHEDULE MARK DESCRIPTION MARK DESCRIPTION 1 ANGLE 3 "x3 "x1/4" W/ EXTENDED LEG (Fy=36 KSI), SEE DWG. 5 SEE CONNECTION SCHEDULE FOR SIZE AND NUMBERS 2 STEEL PLATE 9 1/2 "x4 "x1/4" (Fy=36 KSI) 6 PREFABRICATED TWO PLY TRUSSES CONN. 3 NOT IN USE 7 MIN. 5/8" EXTERIOR GRADE PLYWOOD. SEE PLAN FOR NAILING REQ. 4 ONE (1) 5/8" DIAM. THRU BOLT FOR TWO PLY TRUSS 8 MIN, 8 "x12" CONC. TIE BEAM (f'c =3,000 PSI, MIN.) 9 CONCRETE MASONRY BLOCK PLATE ASSEMBLY CONNECTION F J MIAMI -MADE M AMI -DADS COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION ML4M1, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Nu -Vue Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 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. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Connectors NVTP, NVHTA, NVSTA & NVHC. • APPROVAL DOCUMENT: Drawing No. NU -1, sheets 1 through 2, titled "Truss Anchors and 5-Way Clip & Truss and Top Plate Anchors," with no revisions, dated 05/29/00, prepared by Nu -Vue Industries, Inc. signed and sealed by V. N. Tolat, PE, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved % unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 00- 0327.03 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No: 03 -0224.10 Y Expiration Date: May 22, 2008 W Am Approval Date: April 17, 2003 Page 1 5a Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A DRAWINGS 1. Drawings prepared by Nu -Vue Industries, Inc., titled "Truss and Top Plate Anchors" and "Truss Anchors and 5 -Way Clip ", drawing No. NU -1, sheets and 2, dated 05/29/2000 with no revisions, signed and sealed by V. N. Tolat, PE. B TEST Test reports on wood connectors per ASTM D1761 by Atec Associates, Inc., signed and sealed by P. G. Read, PE. Report No. Wood Connector Direction Date 1. 03697.0001 NVSA44 Down 11/27/96 2. 03697.0001 NVHC Lateral & Uplift 11/27/96 3. 03697.0001 NVBH24 Down & Up 11/27/96 4. 03697.000 NVHTA Lateral & Uplift 11/27/96 Test reports on wood connectors per ASTM D1761 by QCM Metallurgical, Inc. signed and sealed by F. Grate, PE. Report No. Wood Connector Direction .Date 1. 6EM -1364 NVTP4 Uplift 07/17/96 • C CALCULATIONS Report of Design Capacities prepared by V. N. Tolat Product Model No. of Pages Date Signature 1. NVHTA 2 through 4 12/06/96 V. N. Tolat, PE 2 NVBH 5 through 5 12/06/96 V. N. Tolat PE. 3. NVSA 7 through 7 12/06/96 V. N. Tolat, PE 4. NVHC 6 through 6 12/06/96 V. N. Tolat, PE 5. NVTP 1 through 1 12/06/96 V. N. Tolat, PE. D STATEMENTS 1. No Financial Interest letter issued by Vipin N. Tolat PE. on 12/18/96 signed and sealed by V. N. Tolat, PE. 2. No change letter issued by Nu -Vue Industries, Inc, on 03/17/03 and signed by M. R. Guardado. Candido F. Font PE. Sr. Product Control Examiner • NOA No 03- 0224.10 • Expiration Date: May 22, 2008 Approval Date: April 17, 2003 E -1 7 I , o q' u, o UPLIFT o , d ' x 0 a o o b o 0 0, i O 0 p�J 0 O 0 � 4a • � 8 Z � - 3 rc ��Li i V �Zm Product Strap Dimension Fastener Uplift Fastener Uplift Fastener Ll L2 Product Lumber Plate Dimensions Fastener Uplift Fastener Uplift Code Gauge H 10d' Lbs. 16d' Lbs. 10dx 11' Lbs. Lbs. Code Size Gauge A B 8d Lbs. 10d Lbs. NVTP4 2x4 20 3 - 5/8" 7 - 3/16" 6 800 6 968 NVHTA 8 14 8" 8 1935 8 2028 6 1617 1943 NVTP6 2x6 20 5.518" 8" 8 1067 8 1200 NVHTA 10 14 10" 10 2133 10 2133 6 1617 1943 NVTp8 2x8 20 7 - 3/8" 8 - 3/16" 10 1200 10 1200 NVHTA 12 14 12" 12* 2133 12* 2133 6 1617 1943 NVTP4H 2x4 18 3 - 518" 7 - 3/16" 12 1200 12 1200 NVHTA 14 14 14" 14* 2133 14* 2133 6 1617 1943 NVTP6H 2x6 18 5 - 5/8" 8" NVHTA 16 14 16" 18* 2133 18* 2133 6 1617 1943 NVTpgg 2x8 18 7 - 3/8" 8 - 3116" NVHTA 18 14 18" 20* 2133 20* 2133 b 1617 1943 NVHTA 20 14 20" 22* 2133 22* 2133 6 1617 1943 I) Minimum Nail Penetration 10d = 1.776" & 1.572" NVHTA 22 14 22" 1 24* 1 2133 24* 2133 6 1617 1943 1) Hnimum embedment into concrete 4 ". PRODUCT R ENEWED 2) * number of fasteners can be reduced to 10 without lowering anchor capacity. P: a�clra "s �xa nePtoriaa 3 3 Total number of fastener in both atrapa. GENERAL NOTES: 4) 4 Total number of fastener in seat. 5) Nails are necessary in straps and seat to achieve design loads. 6) See Note 1 under Fiveway Grip clip ( sheet 2 ) for combined loading. m au. D46 .etcowd a) The approved products shall be made of galvanized steel conforming to ASTM A653 Structural quality Grade 33 Otvbloe ( min. yield 33 ksi) and a minimum coating of G90 according to ASTM A525. 7) Nails through chords shall not force the truss plate on the opposite side. b) Allowable loads are based on National Design Specifications for wood construction 1991 Edition & 1993 Errata. VVINN. TOLAT, P.& �7 c) Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for other species or APpROym As COMPLYING WITH THE (CIVZL) 1 \ u e conditions shall be adjusted accordingly. L. SM. # 12847 1053-1059 East 29 Street d) Fasteners are common wire nails, lag screws or bolts for single shear as showed and noted on the approval. FL DA auuatas eaoEo H9sleah, Flori 33 013 (305) 69"397 e) All tests were conducted in accordance with ASTM D - 1761. ay _ _ n Fax (305) 694 -0398 f) Allowable loads for wind uplift have already been increased by a duration load factor of 33% and no other increase is PRODUCT CONTROL DIVISION yJ� allowed TRUSS AND TOP PLATS ANCHORS ",UlmG 4ODE oTTI 2 00 DWG #: Sheet: Date: Reviaiom: ACCEPTNrCE N0. May 29' NU-1 1 of 2 2,000 V' i L2 �p a Li Truss P o late regaled to t Te = o transf¢r paft to bottom Uord. . * e �4 Product Description ffFwtm= Allowable Loads Code. Aealift LI L2 NVHC 5 way Clip 16 - 0 560 37 or i6 - Product Strap Dimension Fastener Uplift Fastener Uplift Fastener Ll L2 or Code Gauge H 10d' Lbs. 16d' Lbs. 10d, x 11 Lbs. Lbs. 16 - NVSTA 8 14 8" 5 1221 5 1221 6 1671 1541 1) Combined load of Uplift with Ll or Uplift with L2 must satisfy the following equation: NVSTA 10 14 10" 6* 1221 6 1221 6 1671 1541 NVSTA 12 14 12" 7* 1221 7 1221 6 1671 1541 j Actual Uplift Actual L1 or L2 NVSTA 14 14 14" 9* 1221 9 1221 6 1671 1541 -1- <= 1 NVSTA 16 14 16" 9* 1221 9 1221 6 1671 1541 Allowable Uplift Allowable Li or L2 NVSTA 18 14 18" 10* 1221 10 1221 6 1671 1541 2) For General Notes see Sheet 1. NVSTA 20 14 20" He 1221 11 1221 6 1671 1541 NVSTA 22 14 22" 12* 1221 12 1221 6 1671 1541 raOOUCTta:slveEVes 1) Minimum embedment into concrete V. DUO - C m 2) * number of fasteners can be reduced to 5 without lowering anchor capacity. 4. b 3) 3 Total number of fastener in strap. 4) 4 Total number of fastener in seat. Aiisai thedaa Caabd 5) Nails are necessary in strap and seat to achieve design loads. nror,� 6) See Note 1 under Fiveway Grip clip for combined loading. 7) Nails through chords shall not force the thus plate on the opposite side. VnVN. TOLAT, P.H. (MM) Nu — Vue htdaahies,Iac. APPROVED As COM4LYSNG WITH THE Fr # 12847 1053 -1059 Beat29 Street SOUTN ELUFdDA BUILDING CODE Hialeah, Florida 33013 DAr n (305) 694.0397 BY `r�y�cni Far (305) 6940398 PBODuCT CONROL DIVISION TRUSS ANCHORS AND 5-wAY. CLTP BUILDING 1'ADE WMAMU C �y�o DWG#: Sheet Data Revisions: 0.CCEPiANCE NR � 7 r— "_ NU -1 2 Oft May 29, 2,000 ^^((� M I A M I -DADE MIAMI DARE COUNTY, FLORIDA _ METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Nu -Vue Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 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 AIM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Connectors NVTA, NVTAS, NVBH, NVUH & NVRT. APPROVAL DOCUMENT: Drawing No. NU -2, sheets I through 3, titled "NVTA and NVTAS Anchors; NVBH 24and NVUH 26 Hangers & NVRT Flat and Twisted Rafter Ties," dated 02/13/03 with last revision on 07/07/03, prepared by Nu -Vue Industries, Inc. signed and sealed by V. N. Tolat, PE, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance (NOA) number and approval date by the Miami -Dade County Product Control Division, MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved % unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candjsle Font PE. NOA No: 03- 0327.14 Expiration Date: August 21, 2008 Approval Date: August 21, 2003 Page 1 • Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A DRAWINGS 1. Drawings prepared by Nu -Vue Industries, Inc., titled "NVTA and NVTAS Truss Anchors; NVBH24 and NVUH26 Hangers & NVRT Flat and Twisted Rafter Ties ", drawing No. NU -2, sheets through 3, dated 02/13/03 with last revision on 07/07/03, signed and sealed by V. N. Tolat, PE. B TEST Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, PE & S. E. Black, PE. Report No. Wood Connector Direction Date 1. IT 02 -4073 NVTA Upward 11/06/02 2. PT 02 -4075 NVTA Upward 11/07/02 3. PT 02 -4074 NVTA Upward 11/06/02 4. PT 02 -3938 NVTA Upward 08/06/02 5. PT 03 -4177 NVRT36 Upward 02/03/03 6. PT 03 -4202 NVRT36 -T Upward 02/19/03 7. PT 03 -4271 NVRT36 -T Upward 03/27/03 8. PT 03 -4270 NVRT24 -T Upward 03/27/03 9. PT 02 -4095 NVUH26 Up & Downward 01/17/03 10. PT 02 -4096 NVBH24 Up &Downward 12/03/02 11. 31- 22456.0002 NVTA & NVTAS Lateral 07/06/02 C CALCULATIONS Report of Design Capacities prepared by V. N. Tolat, PE Product Model No. of Pages Date Signature 1. NVBM24 7 through 8 05/05/03 V. N. Tolat, PE 2 NVRT 9 through 14 05/05/03 V. N. Tolat PE. 3. NVTA & NVTAS 1 through 6 05/05/03 V. N. Tolat, PE 4. NVTA & NVTAS 1 through 14 02/06/03 V. N. Tolat, PE 5. NVRT 15 through 15 07/07/03 V. N. Tolat, PE D STATEMENTS 1. No Financial Interest and code compliance letter issued by Vipin N. Tolat PE. on 03/26/03 signed and sealed by V. N. Tolat, PE. Candido F. Font PE. Sr. Product Control Examiner NOA No 03- 0327.14 Expiration Date: August 21, 2008 Approval Date: August 21, 2003 E -1 e " 1 951 9 1133 18 , NVTA -18 NWAS 214 20 14 s 250 500 18 NVTA -18 NWAS 214 20 14 1 520 630 1 10 1ts1 12 t 1161 20 - NVTA - 20 WAS 216 20 14 tt' t 250 500 20 NVTA - 20 WAS 216 20 14 t 1170 520 630 12 t 2 1 it 1048 11 In 22 NVTA - 22 WAS 218 20 14 12 loss 250 500 22 NVTA - 22 NVTAS 218 20 14 t1 tie 520 630 ' 13 7145 11 1 1 716 24, NVTA -24 NWAS 220 20 14 t it 250 500 24 NVTA -24 NVTAS 220 20 14 12 i 520 630 4 11 1 1 11 1 1 11 26' NVTA -26 WAS 222 20 14 1 i7 250 500 26 NVTA -26 NVTAS 222 20 14 i1 1170 520 ' 530 j 14 It 1 7 11 28" NVTA -28 NWAS 224 20 14 � 250 500 28 NVTA -28 WAS 224 20 14 �t ' 520 630 t1 t t� 11 048 30' NVTA -30 WAS 228 20 14 1 00 1 250 500 30 NVTA -30 WAS 228 20 14 /2 1 520 630 ' I Ile? 11 1 1 36" NVTA -36 NVTAS 232 20 14 13 1145 " 250 500 36 NVTA -36 NVTAS 232 20 14 1t tt 520 630 u 1 1 to" i I1M 48 NVTA -48 WAS 244 20 14 i 1 250 500 48 NVTA -48 WAS 244 20 14 11 520 B30 u 11 1 11 General Notes: I.��" Perpendicular 1" Steel shall conform to ASTM A653, structural grads 33 (Min, yield 33 kel) and ' to wall ITT a minimum galvanized coating of G 50 per ASTM A525. 11 2 Allowable loads are based on National 0esktg specifications (NOS) for wood L2 s" O construction. 1997 Edition. 1" 1` 3, Design loads are for Southern Pine species with a speak gravity of 0.55. 1 O Allowobls loads for other species shall be ad)ueted accordingly. 21. 4. Nag values are based an NDS table 12.3F, 6-0.55 and hors been reduced for Renforcements Required 4 2- Penetration Depth factor Cd O 5. Allowable loads for wind uplift have already been increased by a duration factor of 33X for olchorinalls. mis Increase is not allowed for steel stress if - or Tie Co n cr ete Tie Beam O dead food and wind foods am combnad. Parallel �l or Tie Boon farmed Holes Dia 1>�` to wall with concrete filled 6. When two anchars ore used, one on each side of the rafter, the load is twice .1►'r masonry NVTA, WAS the tabulated value. H . N 7. Allowable bads for more than one direction for a alngle connection cannot be VIPIN N. TOLAT, PE �T g �, ��� � � E9, added together. A design load which can be d n divided Into components the MIN 4" j� Y.0 directions given must be evaluated as follows: EM8• MIN 4" (CIM) EMS. Fl - REG. # 12847 1053 -105 Has 29 Street OWR 69 + �t + <-- 1.0 NVTA 1 " WAS t` x (305) 94 4 B Allowable loads are based on 11' thick wood members unless otherwise noted. A FAX: (306) 694 -0398 PPt'�'%0 s oomp�lgaiti tie 1g6P \ ,03 9. All its beams and �a+teal aancrete masonry shag comply with chapter 21 of NVTA AND NWAS TRUSS ANCHORS � ihre FBC. Concrete for tie bssms' and grout and mortar for concrete mosenry shall NOAS �' DWG#: Sheet: I Date: Revisions: hlY7.2003 be a mn. of 25W pot. Concrete masonry shag comply wM ASTM (90. Miami Wale Fasgsl st 10. NI tests haw been conducted In accordance with h ASTM 0-1761. ' NU-2 1 of 3 pm is. 2aos A ll V • i • i w 3� g� DOWNWARD WIND UPLIFT IL H DOWNWARD WIND UPLIFT O h x GRAVITY LOADS LOAD 1338 $ 3 GRAVITY LOADS LOAD 133R = 8 100% = 100% 2x NVBH2 18 12 6 1113 364 2x6 NVUH26 14 20 10 2233 1213 Notes: Notes: 1. Use all specified fasteners in schedule to achieve values 1. Use all specified fasteners In schedule to achieve values Indicated indicated. 2. Values are based on 11' header and Joist thickness. 2. Values are based on 3' header thickness and 11' Joist thickness. 3. See General Notes, Sheet 1. 3. See General Notes, Sheet 1. SYMM.® Mid Span SYMM.® Mid Span UPLIFT UPLIFT 2r 0 p• . • • • 5r t7 2j 2jr 1 r • DOWNWARD LOAD DOWNWARD LOAD • ' • VW N N. TOIAT, PE �Ty y T¶ ¶ • • 2r (CIVIL) 1 V — �Y �Ll a Industries, Toc. • • FL. RED. # 12847 1063 -105 Fast 2 9 street Hisleak Florida 33013 • Approved u cmpbftwa tie 3W 694-0397 i9orlda BW FAX: (305) 694 -0399 2}' I 1!j M NVBH 24 AND NVUH 26 HANGERS a3 Dh Z 2 DWG 4" Sheet: Date: Revisions: J* T. Was NU 2 of 3 Fm. a Zoos V � 8 4 g 4 3 16 NVRT -16 14 10 5 756 756 16 NVRT -16 14 5 4 12 8 907 907 6 4 1 1 64 10 5 756 756 5 4 18 NVRT -18 14 12 6 907 907 18 NVRT -18 14 6 4 10- 14 7 1059 1059 7 5 KAO 12 6 907 907 6 4 IISA 20 NVRT -20 14 14 7 1059 1059 20 NVRT -20 14 7 5 16 8 1135 1125 8 5 P. 14 7 1059 1059 7 5 96 22 NVRT -22 14 16 8 1135 1125 22 NVRT -22 14 8 5 Sao 18 9 1735 1125 9 5 14 7 1059 1059 7 5 24 NVRT -24 14 16 8 1135 1125 24 NVRT -24 14 8 5 szo 18 9 1135 1125 9 5 A G 14 7 1059 1059 7 5 30 NVRT -30 14 16 8 1135 1125 30 NVRT -30 14 8 5 sack 18 9 1135 1125 9 5 fflAo 14 7 1 1059 1059 7 5 Sao 36 NVRT -36 14 16 8 1135 1125 36 NVRT -36 14 8 5 SSIM 18 9 1135 1125 1 9 5 Salo 14 7 1059 1059 7 5 aeo 12 48 NVRT -48 14 16 8 1135 15 1 1 48 NVRT -48 14 8 5 IRSO 18 9 1135 1125 9 5 b Notes: Notes. 1. Specify "F" for Rat and "7' for Twisted when ordering. 1. ITW tapcona shop be embedded o minimum of 1j" into concrete 2. Fastener values are based on a minimum 11" thick wood members. tiebeam or ttebeom formed with concrete filled masonry. ITW tape" shall U 11 ha a min. edge distance of 21" and minimum spacing of 1�" as shown. 3. ' Indicates no. of nags. In each connected wood member. ve 2. See General Notes, sheet 1.. 4. See General Notes, sheet 1. 0 1" UPLIFT 0 1 16d 0 1 » Appvved rs — plying with the _o 1 . ... fi: <.•: Tapcons No LENGTH "miDeft NVRT Anchor Spacing of Holes dio. W>oom HALF HALF 1d" VJW IN N. TOLAT, PE ill 0 Vue Connected Connected VII -) to truss to cowl REG. # 12847 1069-1059 Ease 29 Street Hialeah. Florida 33018 (309 694 -0397 � e e 2j" Min. edge distance _ FA70 (306) 694 - 0996 r LENGTH _ I Reinforcement required 0 NVRT FLAT AND TWMW RAFTER TIES I Tie Ream formed with Z 2t ° 3 DWG #: Sbaet: Date: Revisions: 1* 7. e0a0 concrete f ill e d mosonary or concrete tie ie boom eam jV [J - Q 3 of 3 tm t& suns Y t - rl5 MM I� DAQE MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUHDING CODE COMPLIANCE OFFICE METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, sUrM 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 37752 1 FAX ( 05) 375 -2908 United Steel Products Company 703 Rogers Drive (� CONTRACT LICEN SECTI g . 0 • Box 80) (305) 375 -2527 FAX (305) 375 -2558 Montgomery ,MN 56069 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Notice of Acceptance (NOA) of: (305) 375 -2902 FAX (305) 372 -6339 USP Lumber Connectors under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. /z //lio ACCEPTANCE NO.: 41 0912.05 EXPIRES: 10/09/2008 Raul xoariguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMM[TTEEO This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County APPROVED: 11/01/2001 Building Code Compliance Office % U04500011pc200011temp1ata\not1ce acceptance cover page .dot Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com ' C V e • V United Steel Products Company ACCEPTANCE NO: 01- 0912.05 APPROVED: NOV O 1� EXPIRES: 10/09/2008 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews and revises the Notice of Acceptance No. 00- 0913.07, which was issued on 12/07/2000. It approves wood connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The USP Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No. MDADE and sheets 1 of 1, titled "RT AND TA SERIES ", prepared by United Steel Products Company, dated 10/06/00 with no revisions. The drawings shall bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Yellow Pine or better with a specific gravity of 0.55 and moisture content of 19% or less. 3.2 Allowable loads are based on testing per ASTM D 1761 and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. Candido Font, PE, Sr. Product Control Examiner Product Control Division 2 L } 1 United Steed Products Company ACCEPTANCE NO: 01- 0912.05 APPROVED:' 0 1 .21 0n 4 EXPIRES: 10/09/2008 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 �J L uclvLKHL- rvu t 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 331 AND A MINIMUM GALVANIZED COATING OF G90 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 33% FOR WIND LOAD CONDITION, NO FURTHER INCREASE IS ALLOWED 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR L 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1991 EDITION & 1993 ERRATA, FOR SOUTHERN YELLOW PINE CG= 0.55 OR BETTER) & TEST PERFORMED IN ACCORDANCE WITH ASTM 81761 RT RAFTER TIE SERIES TA /TAR TRUSS ANCHOR SERIES 14 GAUGE 14 GAUGE Product Dimension Fasteners Allowable Load Product Dimension Fastener Allowable Load Code L 16d Down 1006 Uplift 133% (Code Length 10dx 1.5" Uplift L1 L2 RT8 W. 6 340 TAVJTAl2R 12" 5 215 245 RT10 10" 8 456 __ -- TA141TA14R 14" 6 830 215 245 RT12 12" 8 455 TA16JTAIOR 16" 6 830 215 246 RT14 14" 10 565 755 TA'1SMISR 18" 7 970 216 346 RT16 16" 12 680 905 TA201TA20R 20" 9 1040 215 346 RT18 18" 14 796 1020 TA22JTA22R W. 10 1166 255 346 R720 20" 16 906 1020 TA241TA24R 24" 11 1270 255 345 RT22 22" 18 1020 1020 Notes 1) L1 are loads appiled parallel 1 v bearinawal RT24 24" 18 1020 1020 2) 1.2 are loads applied perpendicular to bearing wall RT28 28" 18 1020 1020 3) MnImum embedment ofties 4" R730 30" 18 1020 1020 4) Allowable loads for uplift, L1 and L2 are not to be combined TA R TA RT32 32" 18 1020 1020 5 ) Mnimum nall penetration 1.6" R734 34" 18 1020 1020 RT36 36" 18 1020 1020 UNITED STEEL PRODUCTS COMPANY RT38 3$" 18 1020 1020 APPI;OVED AS COMPLTfNS 1DHN INE 703 RDOERS DWVE. M@1TC VERY, MN 5606 — SOUTH 11001DA 8111M CM PHONE om 364 -7333 RT40 40 1$ 1020 1020 DATE 1 �� ► .r """� RT44 44" 18 1020 1020 OT � RT AND TA SERIES R 48 48" 18 1020 1020 PROOO L 8116101 n 1 NE Number oasenr shall be eq ually ivided between rafter and stud BOILDINB CODE COliMIIB�>I4 E b 10 T"� IO A 1 OL 7 ) N f ft es � y 10 /06/00 PROFESSIONAL ENGINEER (CIVIL) 2) Penetration is assumed to be 1 112" into wood ACCEPTANCE 10. ,0Lfd9/2.D5 FLORDIA REG NCL 50899 1 1 MDADE �Ch l fit- X15 K41AM •i�gt3>r MIAMI -DADE COUNTY, FLORIDA . METRO -DADE FLAGLER BUILDING BUILDING CODE Cd'NIFLIANCE 001[Cis METRO - DADS FLAGLER BUILDING 140 WEST FL` AOLCR S'IACET. SUITE 1603 MIAMI, FLORIDA 3313() -1'563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2 901 FAX (305) 375 -2908 United Steel Products Company CoNTRACrc 11 L1CrNStN( SI r10j'4 703 Rogers Drive (P. O. Box 80) (305) 375 -2527 FAX (305) 37,1 Montgomery ,MN 56069 C; nNruAC "1'01t Fi\F FX1t .KI'1)1Vts1ot4- (305) 375 -2966 FAX (305) 375 -2905 I'ItOMicl' CONTROL ROL DIVISION Your application for Notice of Acceptance (NOA) of: (:1.05) 375-2902 FAX (303) 372 - 6339 Face Mount Joist Hangers under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and.completely described herein, has been recommended for acceptance by the Miami- Dade County Building Code Compliance Office (BCCO) tender the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for duality control testing. if this product or material fails to perform in the approved planner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCE PTAN C E N O.: 01- 0327.04 EXPIRES: 06/04/2006 Raul Rodriguez. Chief Product Control Division THIS IS THE COVERSHEET SEE, ADDITIONAL PAGES FOR SPECIFIC AND GEN R . t, CONDITIONS BUILDING CODE etc PRODUCT REVIEW COMIN11TTEE This: application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the coeditions.set fdrtla above, Francisco J. Quintana R.A. Director Miami -Dade County APPROVED: 0S/31/2001 Building Codc Coinpliancc Office t1t045000i %pc2Ooo\1templates \notice acceptance cover page.dot Internet mail address: postniasternaQhuildingcodeotl )ine.coni Homepage: littp : / /wtivw.buildingcodeoniine.coni United Steel Products Company. ACCEPTANCE NO: 01-0327*04 APPRovED• MAY .3 1 2 1 , 1 01 EXPIRES: 06/04/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97-1215.07, which was issued on 06/04198. It approves wood connectors-, as described in Section 2 or this Notice or Acceptance, designed to comply with the Soud I Florida Building Code (SFI1C), 1994 Edition for Miami-Dade County. For the locations where tile actual loads as determined by SFBC Chapter 23, do not exceed the design load indicated in. the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The United Steel %od Connectors shall be fabricated and used in strict compliance with the Following documents: Drawing No. I-IJC/JUS1S,KI-1/JL, sheet I and 2 of 2, titled "Face Mount Joist i-lan, . gera!', prepared by United Steel Products Company, dated 03/20/01 with no revisions. The drawings shall boar the , Miami -Rude County Product Control Approval stamp with the Notice of' Acceptance number and approval date by the Miami-Dade Product Control Division. These documents shall hereinafter be referred to as the approved' drawings. 3. LIMITATIONS 11 Allowable loads are for Southern Pine or better with a specific gravity of 0.55 and inolsture content of. 19% or less, 12 Allowable foods are based on testing per ASTM D1761 and calculations per National Design Specir cations tions for • Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. S. LABELING 5 Each wood connector shall bear a permanent label with the manufacturer's name or logo,city, state and the following statement: "Mianii-Dade County Product Control Approved". ,6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance. clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other docunicot required by the Building Official or the SFBC in order to properly evaluate the installation of these products, Candido Font, PE, Sr. Product Control fIxaminer Product Control Division z 4 1 t �3 United Steel Products Company. ACCEPTANCE NO .: 011 - 0327.04 APPROVED: MAY 3 1 20 01 EXPIRES: 06104/2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the nianufacturces name, city, state, and the 'fol'lowing statement: "Miami -Dade County Product Control Approved ", or as spcci fically stated in [lie specirm ,conditionsofthis Acceptance. 3. Renewals of Acceptance wi I I not be considered K. a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) 1f the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no lodger practicing the engineering profession. a. Any revision or change in the materials, use, and /or manufacture of the product or process sliall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filial; ofa revision application with appropriate fee and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfacto performance o this product or process, b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose, G. 'fhc Notice of Acceptance number preceded by the words Miami - Dade County, Florida, and follo ved by the expiration date maybe displayed in advertising literature. if any portion of the Notice of Acceptance tdisplayed, then it shall be done in its entirety. 7. A copy ofthis Acceptance as well as approved drawings and other documents, where it applies, shall be provided to tlte.userbythe manufacturer or its distributors and shall be available for inspection at the job site at all tithe. The cngincerneed not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptant. �1. This Notice of Acceptance consists of pages 1, 2 and this lust page 3. r% Candido Mont, PE, Sr. Product Control Examiner Product Control Division Em) o 'F't-IIS ACCEPTANCE 3 • I rl PRODUCT S TEEL DIMENSIONS tin.> FASTENER SCHEDULE ALLOWABLE LOADS ttbs.) GENERAL NOTES CODE GAUGE W H D A HEABER MST DOWN UPLIFT 1) STEEL SHALL CONFORM TO ASTH A653, STRUCTURAL GRADE 33, U.O.N. AND A MINIMUM GALVANIZED COATING OF G -60 SKH26 ' 16 - 1 - 91 0 16 1- 5 1/4 t 7/8 3/16 t6> 16d "C6> lOd x f 1/2 805 - N/A 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED 3> ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED 8 A SHORT TERM 1 Miter cut required an end of joist to achieve attowable loads.- DURATION FACTOR OF 33X FOR WIND LOAD CONDITION. 2 Mininun header thickness --hall be 2 inches For 16d noits. - NO FURTHER INCREASE ALLOWED. 3 Allowable DOWN toad listed is at 10WC Duration of Load. - 4> ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM 4 Uplift Loads Usted as N/A had uotift capacity less than the required 700 pounds. DURATION FACTOR 5) ALLOWABLE C ARE BASED ON THE NATIONAL RESIGN SPECIFICATION$ 5 SKH26 Is skewed Right or Left FOR WOOD CONSTRUCTION 1991 EDITION R 1993 ERRATA, FOR A SOUTHERN YELLOW PINE (G= 0.55 OR BETTER) S TEST PERFORM 0 IN ACCORDANCE WITH ASTM D1761 P q M L TYPICAL SicM26l INSTALLATION SKH26L PRODUCT STEEL DIMENSIONS On.) FASTENER SCHEDULE ALLOWABLE LOADS C bs.) CODE GAUGE W H D A HEADER JOIST DOWN UPLIFT, JL24 20 1 9/16 3 1 1/2 15/16 C4) lad C2) Bd x 1 1/2 480 N/A JLE6 20 - 1 9/16 4 3/4 1 1/2 15/16 C6> lad <4) Bd x 1 1/2 - 670 N/A d ?;ti$lis P.S - 15iili "ie:t J i!S 20- 1 9/16 6 3/8 1 112 15/16 (10) 10d t6) Bd x 1 L2 1120 750 S00111 ROM,'. II Gtt t ' h..1- MAY JL21a 20 2001 f A /16 8 L4 1 i/2 15/1'6 C14) IOd <8J 8d x 1 312 f�^5D - 995 - rt JL262 18 . 3 1116 5 2 1 1/4 CS) 16d (4) ad 1075 N/A r`•' "�� JLe82 18 3 1/15 7 2 1 1/4 <IZ) 16d (6) Sd 1610 800 - 01 -0327 G9 JL2102 ' 18 3 1/16 8 2 1 1/B CI4) 16d <8) 8d 1880 1070 I Mininun header thickness shall be 1 3/4 inches far tad nails and 2 inches for 16d nails." 2 Allowable DOWN Load listed is at 100% Duration of Load 3 Uplift Loads listed as N/A had uplift capacity less than the required 700 pounds. UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE a MONTGOMERY MN 56069 r a f 1 FACE MOUNT ' 0 .900 • JOIST HANGERS :3, t DATE. .43/m!_ ..� r DRAWING NUMBER. H-,jQ/r WALSKH/JL THOMAS A. KOLDEN, P.E. TYPICAL JL26 -2 INSTALLATION SHEET NUMBER: _g QF__ CIVIL. NUMBER EL #50899 JL26 -2 %3O'7, t /f O I • it PRODUCT STEEL DIMENSIONS Gm> FASTENER: SCHEDULE ALLOWABLE LOADS (tbs. > GENERAL NOTES CODE GAUGE W I H D A HEADER I JOIST DOWN UPLIFT 1) STEEL SHALL. CONFORM. TO ASTM A653, STRUCTURAL GRADE 33; U:O.N. AND A MINIMUM GALVANIZED COATING OF G -60 HJC26 12 - :5 7/8' 5 3/8 3 1/4 1 3/4 C16) 16d (12) IDd 2245 2550 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED ` 3> ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED B A SHORT TERM HJC213' 12 5 7/8' 6 3/4 1 3 1/4 3/4 (20) 16d 1 <14.) IDd 2845 - 2015 - DURATION FACTOR OF 33X. FOR WIND LOAD CONDITION. NO FURTHER INCREASE ALLOWED. - 1 Published land is for total of hip at 45 degrees and Jack at 90 . degrees Combined.' 4> ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM 2 Mtninun header thickness shad be 2 inches for 5> ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS 3 Allo+.abte DOWN tons listed is at tOD% Duration of F Ladd *d. DURATION FACTOR. - FOR WOOD CONSTRUCTION 1991 EDITION 6 1993 ERRATA. FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER) 6 TEST PERFORM IN ACCORDANCE WITH ASTM D1761 r HJC TYPICAL HJC INSTALLATION PRODUCT STEEL DIMENSIONS On.) FASTENER SCHEDULE JALLOWABLE LOADS (tbs.) CODE GAUGE W H D A HEADER JOIST DOWN UPLIFrT JUS24 16 1 9/16. 3 1/8 • 1 3/4 1 (4) IDd' C2> 10d - 645 N/A WAY JUS26 le 1 9/16 4 13/16' I 3/4 S (4) lOd ' C4> fOd 840 860 JUS28 , . 18 , 1 9/16• 6 11/16 2 3/4 1 • C6) IDd' C4> lod 1065 860 ,. . JUS210 • 18 f 1 9116' 7 13/16 1 3/4 1 CB) 10d' (4) IDd 12 860 1 Specified joist Waits shalt be installed. at 30 to 45 degrees horizontally such that they ' penetrate through the end of the Joist and into the header. 2 Allman header thickness shall be 1 3/4 inches For IDd nails. 3 Altorable DOWN toad fisted is at IOOX Duration of Load. - - UNITEB STEEL PRODUCTS CO 4 Uplift Loads listed as N/A had uplift capacity less than the required 700 pounds. 703 ROGERS DRIVE r MONTGOMERY MN 56069 n FACE MOUNT �o JOIST HANGERS 0 DATE' ' DRAWING NUMBER: THOMAS A. KOLDEN, P.E. Jul SHEE NUMBER- _3 aF CIVIL NUMBER FL #50899 TYPICAL JUS INSTALLATION V V LETTER OF TRANSMITTAL ARBAB ENGINEERING, INC. CONSULTING ENGINEERS•11900 BISCAYNE BOULEVARD, SUITE 508 NORTH MIAMI. FLORIDA, 33181 -1 N0: (305) 891- 5049•FAX: 891 -0504 Date / f Please find attached T o�� — � ❑ Separate, via Company Address Shop drawings ❑ Copy of letter Subject O n o . I � ,�s u�_��, [j Prints Project� ❑ Plans Job # ❑ Other For ❑ Approval Your use ❑ Record ❑ Other ❑ Review / Comment As requested ❑ Information m tion Delivered ❑ Courier ❑ Mail ❑ Pick -up \Aa ❑ Airborne Express ❑ Hand carried ❑ Other Quantity Description / Remarks 1� ` S 0 lC f � To: : ::'.': :Truss List MILTON MITZELL : : : : �: : : • Job Page: 1 of 1 • • • • • •• • • • • • ' •' • 12/4/2006 .0 0 Pro'ect: 80 NW. 93.RD ST. .; t• 96* Deliver To: • PtojE� 6D14 Mo�el: Block No: Account No: Lot No: 80 NW 93 ST. • . • • • • • • De MIAMI ,FL. 0o. • • • • • • sjgner: mtm • • Contact Site Office ' ;' ; ; ; • :• Sate Deliver To Address3 • • • • • • • • Q,,,, � • Name: Phone: Fax: Tentative Delivery Date: Material Summary Includes the following The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MiTek 2020 software Pages or sheets covered by this seal: 0001 thru 0024 Total: 24 drawings With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15-31 section 003 of The Florida Board of Professional Regulations. Building code being use is ASCE 7 -98 per FBC 2001. Wind speed 146 mph.Exp. -C Category II: Importance factor DEC 21 2006 BYO S aw Truss Truss Truss Truss 0001 CJ9 0002 111 0003 H2 0004 H3 0005 HG1 0006 11 0007 J3 0008 J5 0009 J5A 0010 J7 0011 T1 0012 T1A 0013 T2 0014 V12 0015 V17 0016 V21 0017 V25 0018 V3 0019 V4 0020 V8 0021 V8A 0022 V8B 0023 V8C 0024 V8D CITY 5 EV ED & APPROVED FOR COMPLIANCE WITH THE ES EENOTES ' CO N CEPT ONLY. . INDRAWINGS':'I:, ISt RI:SI'I3RiT Checking is only for conformance with the Jc, „ > .:, t-cD compliance with the informatin givai in tGc Stl �r{ iu > Contractor is responsible for dimensions to b c culin1ci ;1t the job site, for means and methods of construct icm: i.7, -at pertains solely to fabrication processes, and coo dr,it, oj, oi a ,. Any conflict found in the'ContractDocuments durirr� ti c i?ic ra ?ion of these Shop Drawings must be brought to the attention of tilt A:i' 1 , . �ccord. Any deviation from the Contract Documents (or proposed subs; ii�1 itrnl) must be clearly noted and highlighted in these Shop Drawings in order to receive REMBERTO CONTRERAS, P.E. tc eonsidet40% Any such item not clearly noted is to be considered Consulting Engineer Civil /Structural 30 N.W. 87 Avenue, #C -101 By: Date:_ - I^....� Miami, FL 33172 Phone: (305) 667 -6797 Arbab Engineering, Inc. (Rorida P.E. 21522) DEC 0 4 2006 �/ T°: • .... PxQb ction List MILTON MITZELL ; ; ; ; ; Z 8 Pagel : 1 Project: 80 NW. 93RD ST. Block No: Date: 12 -04 -2006 - 11:23:41 AM Model: Lot No: Project ID: 61314 ' ' AccgA6N% • Deliver To: ' • • Contact: Site: Office: � . • • . • D n • mt Esi�c�: � • m Name: 80 NW 93 ST. • • • E?esi: q1:: • Phone: MIAMI ,FL. • •' ' • • • • • • • • • Fax: Quote Number: Tentative Delive Date: •• • • • •• b •• Profile: Qty: Truss Id: Span: Truss Type: Slege: oo s J*t R •• OH0 • Built By: .. . • • . • 18 BF -Ea 36 Total 2 CJ9 9 -10 -1 ROOFTRUSS 2.24 0 -0 -0 0 -0 -0 37 lbs. each 2X4/2X4 0.00 55 BF -Ea 55 Total 1 Hl 26 - - ROOF TRUSS 3.17 2 -6 -0 0 -0 -0 114 lbs. each 2X4/2X4 0.00 49 BF -Ea 49 Total 1 H2 26 - - ROOFTRUSS 3.17 0 -0 -0 0 -0 -0 103 lbs. each 2X4/2X4 0.00 49 BF -Ea 49 Total 1 H3 26 -3 -0 ROOF TRUSS 3.17 0 -0 -0 0 -0 -0 103 lbs. each 2X4/2X4 0.00 65 BF -Ea 65 Total 1 HGI 26 - - ROOF TRUSS 3.17 2 -6 -0 0 -0 -0 140 lbs. each 2X4/2X6 0.00 2 BF -Ea 8 Total 4 J1 1 -0 -0 ROOF TRUSS 3.17 0 -0 -0 0 -0 -0 3 lbs. each 2X4/2X4 0.00 5 BF -Ea 19 Total 4 J3 3 -0 -0 ROOFTRUSS 3.17 0 -0 -0 0 -0 -0 9 lbs. each 2X4/2X4 0.00 9 BF -Ea 9 Total 1 J5 5 -0 -0 ROOF TRUSS 3.17 2 -6 -0 0 -0 -0 19 lbs. each 2X4/2X4 0.00 7 BF -Ea 22 Total 3 J5A 5 -0 -0 ROOF TRUSS 3.17 0 -0 -0 0 -0 -0 15 lbs. each 2X4/2X4 0.00 13 BF -Ea 89 Total 7 J7 7 -0 -0 ROOF TRUSS 3.17 0 -0 -0 0 -0 -0 26 lbs. each 2X4/2X4 0.00 51 BF -Ea 154 Total 3 T1 26 -3 -0 ROOF TRUSS 3.17 2 -6 -0 0 -0 -0 107 lbs. each 2X4 /2X4 0.00 49 BF -Ea 99 Total 2 T1A 26 - - ROOF TRUSS 3.17 0 -0 -0 0 -0 -0 103 lbs. each 2X4/2X4 0.00 13 BF -Ea 13 Total 1 T2 8 -2 -10 ROOF TRUSS 3.17 0 -0 -0 0 -0 -0 26 lbs. each 2X4/2X4 0.00 18 BF -Ea 18 Total 1 V12 12 -10 -7 ROOFTRUSS 3.17 0 -0 -0 0 -0 -0 37 lbs. each 2X4/2X4 0.00 24 BF -Ea 24 Total 1 V17 17 -1 -15 ROOF TRUSS 3.17 0 -0 -0 0 -0 -0 50 lbs. each 2X4/2X4 0.00 31 BF -Ea 31 Total 1 V21 21 -5 -7 ROOF TRUSS 3.17 0 -0 -0 0 -0 -0 66 lbs. each 2X4/2X4 0.00 39 BF -Ea 39 Total 1 V25 25 - - ROOF TRUSS 3.17 0 -0 -0 0 -0 -0 82 lbs. each 2X4/2X4 0.00 Cons ltin En Ineer Civil iructural 1 V3 3-11-15 ROOF TRUSS 3.17 0-0 - 0 3 S Avenue, #C -101 ® 6 lbs. each 2X4/2X4 0.00 Pho 67 -6797 1 V4 4 - - ROOF TRUSS 3.17 0 -0 -0 0- ?O.o P.E. 21522 ® 6 lbs. each 2X4/2X4 0.00 t` Total 1 V8 8 -6 -15 ROOFTRUSS 3.17 0 -0 -0 0-0- 22 lbs. each 2X4/2X4 . 0 C 2006 To: PxQ&ction Lis MILTON MITZELL ; •, •; ; ?Qlflguml�r: Page: : 2 Project: 80 NW. 93.RD ST. Block No: • • • • • • • Date " 12 -04 -2006 - 11:23:41 AM Model Lot No: Project ID: 61314 ' ' • u` N Contact: Site: Office; Deliver To: • • • • • • • Acc a L �' • • • • • • Name: 80 NW 93 ST. Dbsigne;: : • • mtm : . • • Sale9powotf: Phone: MIAMI ,FL. • • • • • • •. • • • • • • F Quote Number: Tentative Delive Date: Profile: Qty: Truss Id: Span: Truss Type: Slue: oL41 + 0 o kbh Built By: 9 -Ea 9 Total 1 V8A 7 -11 -15 ROOFTRUSS 3.17 0 -0 -0 0 -0 -0 20 lbs. each 2X4/2X4 0.00 13 BF -Ea 13 Total 1 V813 8 -2 -10 ROOFTRUSS 3.17 0 -0 -0 0 -0 -0 ® 25 lbs. each 2X4/2X4 0.00 15 BF -Ea 15 Total 1 V8C 8 -2 -10 ROOF TRUSS 3.17 0 -0 -0 0 -0 -0 ® 28 lbs. each 2X4/2X4 0.00 14 BF -Ea 14 Total 1 V81D 8 -2 -10 ROOF TRUSS 3.17 0 -0 -0 0 -0 -0 ® 27 lbs. each 2X4/2X4 0.00 REMBERTO CONTRERAS, P.E. Consulting Engineer Civil /Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 667 -6797 (Rorida P.E. 21522) DEC 0 4 2006 Job 7CTJ9" R Type Qty Ply MITON MITZELL 0001 61314 ROOF TRUSS • •• ce ti al BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. c. Mon Dec 0411:24:12 2006 Page 1 • • ••• • • • • ••• L 54-7 9-10 -1 -- 5-4 -7 4-5 -9 • • • • • • • Scale =1:16. 00 00 0 0 0% i•• �•• •t• ••• ••• 2x4 M112011 3 4 2.24 F1 2 •• • • • •1 ••• •• 2*4 •- • • • • • • i • • •• • • • • • • • 2 •• • • • •• 7 1 6 5 3x4 M1120= 5x8 M1120= 5-4 -7 9 -10 -1 5 -4-7 4-5 -9 Plate Offsets X Y : 6:0- 3- 8,0.2 -1 LOADING(psf) SPACING 2.0.0 CSI DEFL in (loc) Ildefl Lld PLATES GRIP Plates Increase 1.33 TCLL 30.0 TC 0.83 Vert(LL) 0.07 16 >999 240 MII20 2491190 TCDL 15.0 Pit. Metal Increase 1.33 BC 0.68 Vert(TL) -0.35 1-6 >313 180 BCLL 0.0 Lumber increase 1.33 WEI 0.52 Horz(TL) -0.03 6 nla nla BCDL 10.0 Rep Stress Incr NO (Matrix) Weight: 38 lb Code FBC20011ANSI95 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4 -9 -10 oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1= 43210 -115, 6= 881 /Mechanical Max Horz 1= 319(load case 2) Max Upliftl= 344(load case 2), 6=- 943(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1- 7=- 1416/1391, 2- 7=- 139211405, 2.3 =- 133142, 3-0 =-8/0 BOT CHORD 1- 6=- 165411377, 55 =010 WEBS 2-6 =- 142711714, 3.6= 355/574 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =10ft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category II; Exp C; enclosed; C-C Exterior(2) 044 to 34-0, Interior(1) 3 -4-0 to 55 -14, Exterior(2) 55 -14 to 9 -10 -1; Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint 1 and 943 lb uplift at joint S. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular: Lumber Increase-1.33, Plate Increase =1.33 Pit. metal =1.33 Trapezoidal Loads (pif) Vert: 1=- 8(F =41, B= 41)- to3=- 215(F =-63, B =-63), 3=- 155(F =-63, B=- 63)- to- 4=- 161(F =-66, B =-66), 1=- 2(F =9, B =9)- toy= -49(F = -15, B = -15) 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit metal =1.33 Trapezoidal Loads (plf) Vert: 1=6(F =-64, B=- 64)- to- 7= 110(F = -12, B =42), 7= 40(F = -12, B=- 12)- to- 2= 116(F =26, B =26), 2= 186 (F =26, B= 26)- to3= 327(F =97, B --97), 3= 175(F =97, B=97)- to4=185(F =101, 8 =101), 1=- 1(F =5, B= 5)- to- 5=- 30(F = -9, 6 = -9) Horz: 1=- 8(F =72, B= 72)- to- 7= 425(F =13, B =13), 7=- 55(F =13, B= 13)- to- 2= 441(F =30, B=30), 2=- 211(F =30, B=-30)-to-3=-370(F=-1 09, B= -109) 3=- 218(F= -109, B=- 109)- to- 4=- 229(F= -114, B= -114) Job ; , Truss Truss Type qty Ply MILTON MITZELL 0002 6D14 H1 ROOF TRUSS 3 • •� •: • 1 •• •• •• •�• ••• • o R re e io I BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • • 6.4W%4W09 2006 MiTek4ndustries, Inc. Mon Dec 0411:24:12 2006 Page 1 • • ••• • • • • ••• 5 -5-0 9 -0-0 13 -1-8 17 -3-0 20 -10-0 26 -3-0 2-6-0 5 -5-0 3 -7-0 4.1-8 4 -1-8 3 -7-0 5 -5-0 • • • • • • • Scale =1 :50.8 00 00 0 0 • • • • • • • • ••• ••• ••• ••• • • 4x9 M1120= 3.17 F12 3x4 M1120 = • • i :tx • i • • 0 00 • ••• • • • • •• • 4 5 • • • •6• •• • • 2x4 MII20zz� • • • • • • • • 0 i 0 2 4 it4 MII40 3 7 12 2 8 1 IY 0 0 3x6 M1120= 11 10 9 3x6 M1120= 5x8 M1120= 3x4 M1120= 3x8 M1120= 9 -" 17 -3-0 26-3-0 i 9 -M 8 -3-0 9 -0-0 Plate Offsets X Y : [11:0-2-12,0-3-0 LOADING SPACING 2 -0-0 ( psf ) Plates Increase 1.33 CSI OEFL In (loc) I /deft Ltd PLATES GRIP TCLL 30.0 TC 0.60 Vert(LL) 0.38 9 -11 >818 240 M1120 2491190 TCDL 15.0 Pit. Metal Increase 1.33 BC 0.91 Vert(TL) -0.52 9 -11 >587 180 BCLL 0.0 Lumber Increase 1.33 yyg 0.22 Horz(TL) 0.13 8 n/a n/a Code FBC2001 /ANSI95 BCDL 10.0 Rep Stress YES (Matrix) Weight: 114 lb 01 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed or 2 -10.4 oc purlins. 1-4 2 X 4 SYP DSS BOT CHORD Rigid ceiling directly applied or 4 -5-4 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 8=139310-8-0,2=168010-8-0 Max Horz 2= 62(load case 2) Max Uplift8=- 742(load case 2), 2= 4117(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0153, 23= 3822/1535, 3-4=- 341711470, 45 =- 327611464, 5-6 =- 3351/1604, 6- 7=- 347811619, 7- 12= 391811967, 8- 12=- 3982/1955 BOT CHORD 2-11=-133013592,10-11=-152313608,9-10=.162313608,8-9=-178713775 WEBS 3.11=-3621104,4-11=-70/472, 6.11=-660/339,5-9=-4931177,6-9=-167/514,7-9=-607/451 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98; 146mph (3- second gust); h =10ft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2) -2-6 -7 to 0-4 -0, Interior(1) 0.4-0 to 22 -11 -0, Exterior(2) 22 -11-0 to 25 -11.0; Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 742 lb uplift at joint 8 and 1117 lb uplift at joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pif) Vert: 1- 4= -90, 4.6 = -90, 6- 8 =-90, 2 -8 = -20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pif) Vert: 1 -2 =155, 2-4=59, 4.6 =67, 6- 12 =59, 8 -12 =106, 2 -8 =-12 Horz: 1-2=-173,24- Drag: 4-5 = -0, 5-6=0 3) let unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-4= -90, 4- 6 = -90, 6.8 =30, 2 -8 = -20 4) 2nd unbalanced Regular: Lumber Increase-1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pif) Vert: 14---30,4-6=-90,6-8=-90,2-8=-20 Job Truss Truss Type Oty Ply MILTON MIT:ELL 0003 6014 142 ROOF TRUSS ; • • • • 1 • • • • • • • : • • • • • o re e io I BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. • • • 6.401040040 2006 MlTekAndustries, Inc. Mon Dec 0411:24:13 2006 Page 1 • • ••• • • • • ••• 5 -11-3 11 -" 15-3-0 203 -13 26-3-0 5 -11 -3 5 -0-13 4-3-0 5 -0-13 5 -113 • s • • • • • • • Scale =1:47. •• •• • • • • • • • • • • • 4x9 Ml 120 •• • • • •• ••• •• 3.17 F12 4401120; • • • • • • • • ••• • • • • •• • 3 4 • • • • • •• • • • • • • • ••• •• 2x4 M1120- 2x4 M1120 2 5 9 10 1 6 �I I 0 0 3x6 M1120= 8 7 3x6 M1120= 5x8 M1120= 5x8 M1120= 11 -0-0 , 153-0 263-0 11 -" 43-0 11 -" Plate Offsets (XY): [1:0.2-12,0-149, [8:04-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I /deft Lld PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -0.42 1-8 >726 240 M1120 2491190 TCDL 15.0 Pit. Metal Increase 1.33 BC 0.99 Vert(TL) -0.85 1-8 >361 180 BCLL 0.0 Lumber Increase 1.33 WB 0.53 Horz(TL) 0.13 6 n/a n/a BCDL 10.0 Rep Stress Incr YES (Matrix) Weight: 104 lb Code FBC20011ANS195 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2.6.4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4.2-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 1=140710-8-0,6=140710-8-0 Max Upllftl=- 762(load case 2), 6=- 762(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.9 =- 4004/2031, 2- 9= 3941/2045, 2- 3=- 3195/1533, 3-4=- 304511528, 45=- 3195/1533, 5- 10= 394112045, 6 -10 =- 4004/2031 BOT CHORD 1-8=-185713803,7-8=-126613045,6-7=-185713803 WEBS 2.8 =- 9611629, 3- 8=- 95/378, 4- 7=- 951378, 5- 7=- 961/629 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =10ft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2) 0.4-0 to 3.4 -0, Intedor(1) 3-4-0 to 22.11 -0, Exterior(2) 22 -11-0 to 25 -11 A; Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 762 lb uplift atjoint 1 and 762 lb uplift at joint 6. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase--1.33, Plate Increase =1.33 Pit metal =1.33 Uniform Loads (plf) Vert: 1-3=-90,3-4=-90,4-6=-90,1-6=-20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Ph. metal =1.33 Uniform Loads (plf) Vert: 1-9=106,3-9=59,3-4=67,4-10=59,6-10=106,1-6=-12 Horz: 1 -9 =-124, 3- 9 = -77, 4- 10 =77, 6 -10 =124 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-3=-90,3-4=-90, 4-6=-30,1-6=-20 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit metal =1.33 Uniform Loads (plf) Vert: 1-3=-30,34---90,4-6=-90,1-6=-20 Job Truss Truss Type Qty Ply MILTON MITZELL ' ' ,• 0004 61314 H3 ROOF TRUSS y • • • • •1 ob of e • io • I BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • • 6.400 g Qct 0 20 IoTek Wdustries, Inc. Mon Dec 0411:24:14 2006 Page 1 6 -11 -15 13 -3-0 19-3 -1 26 -3-0 6 -11 -15 6 -3 -1 6 -0-1 6 -11 -15 • • • • s 0`0 Scale =1:47. • • • • • • • s • • • • • • • s ••• ss• •s• s•• • s 3.17 12 4x9 M1120= 4 s i i • MilOU -- 3x4 M1120% 00 so* a :3x§ VM2(;± • s 1� 2x4M1120�� 12 • ••• i iss •s 2 3 6 11 14 1 7 qI I 0 3x6 M1120= 10 9 8 3x6 M1120= 5x8 M1120= 3x4 M1120= 3x4 M1120= 9 -0-7 17 -2 -9 26 -3-0 9 -0-7 8 -2 -1 9 -0-7 Plate Offsets X [10:0-4-0 LOADING(psf) SPACING 2-00 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.41 1 -10 >745 240 M1120 2491190 TCDL 15.0 Plt. Metal Increase 1.33 BC 0.96 Vert(TL) -0.52 1 -10 >594 180 BCLL 0.0 Lumber Increase 1.33 WB 0.29 Horz(TL) 0.12 7 We nla BCDL 10.0 Rep Stress Incr YES (Matrix) Weight: 103 lb Code FBC20011ANSI96 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2.6 -11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3 -9 -14 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=140710-8-0,7=1407/0-8-0 Max Upliftl=- 887(load case 2), 7=- 887(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -11 =- 3990/2389, 2 -11 =- 391612408, 2-3 =- 348412127, 3 -12 =- 3411/2139, 4 -12 =- 3409/2153, 4.13 =- 340912153, 5 -13 =- 3411/2139, 5-6= 348412127, 6 -14= 3916/2408, 7 -14=- 3990/2389 BOT CHORD 1-10=-219713766,9-10=-152412611,8-9=-152412611,7-8=-219713766 WEBS 2-10=-6671510,4-10=-3781961,4-8=-3781961,6-8=-6671510 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3second gust); h=l Oft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category II; Exp C; enclosed; C-C Exterior(2) 0 -4-0 to 3.4 -0, Interior(1) 3.4-0 to 10 -1.8, Exterior(2)10 -1-8 to 13 -1-8, Interior(1)16 -1-8 to 22 -11 -0; Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 887 lb uplift at joint land 887 lb uplift at joint 7. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pill Vert: 14=90,44=90,14=20 2) C4 Wind: Lumber Increase-1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (piq Vert: 1 -11 =106, 11- 12 =59, 4 -12 =106, 4 -13 =106, 13- 14=59, 7- 14=106,1-7 = -12 Horz: 1-11=-124,11-12=-77,4-12=-124,4-13=124,13-14--77,7-14=124 3) fat unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pill Vert: 1- 4= -90, 47= 30,1 -7 =-20 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: l-4=-30,4-7=-90,l-7z-20 Job J HG Truss Type Oty Ply MILTON MITZELL 6D14 ROOF TRUSS • • • • • • • gas 0005 • • • JoY ReferetACe iawal BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. • • • 6.411O0Ocf 9 2006�IIiTelllndustrles, Inc. Mon Dec 0411:24:14 2006 Page 1 • • • • • • • • • • ••• • • • • ••• r -2-6-0 3 -11-3 7 -" 11 -1 -9 15 -1 -7 19-3-0 22 -3 -13 26-3-0 2-6-0 3 -113 3 -0-13 4 -1 -9 3 -11 -13 4-1 -9 3 -0-13 3 -11-3 • • • • ` • • Scale =1:50. •• • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• ••• ••• ••• • • 9x12M1118H= •• • • • •• ••• •• 3.17F12 3x4 M1120= x8 MIN * a- i i i 8s1S 1 • 2x4 11011120� 4 5 6 • • • • • • ; • • A4 M1120 • • • •• • • • • 3 8 15 2 9 ' yi 0 0 4x12 M1120= 14 13 12 11 10 4x12 M1120= 5x8 Ml 120 3x4 M[120= U1011011116= 5x8 M1120= 2x4 M112011 I 3 -11 -3 7 -M 11 -1 -9 15 -1 -7 19-M 223 -13 26 -3-0 3 -113 3 -0 -13 4 -1 -9 3 -11 -13 4-1 -9 3 -0-13 3 -113 Plate Offsets X 4:0- 7- 8,0 -2-4 5:0 -1- 12,0 -1 q, V:0-9-0,0-2 14:0 - 4.0,0 -2 -1 SPACING 2 -0-0 LOADING( P Increase 1.33 CSI DEFL in (loc) Udefl Lid PLATES GRIP lates TCLL 30.0 TC 0.93 Vert(LL) 1.1611 -13 >265 240 MII20 2491180 TCDL 15.0 Plt. Metal Increase 1.33 BC 0.89 Vert(TL) -1.14 11 -13 >269 180 M1118H 195/188 BCLL 0.0 Lumber Increase 1.33 WB 0.83 Horz(TL) -0.19 9 n/a n/a M1116 174/126 Rep Stress Incr NO BCDL 10.0 Code FBC20011ANS195 (Matrix) Weight: 140 lb LUMBER BRACING TOP CHORD 2 X 4 SYP DSS TOP CHORD Sheathed or 1-8-3 oc purlins. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 2 -9.11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 9= 2860/0 -8 -0, 2= 3147/0 -8-0 Max Horz 2= 79(load case 2) Max Uplift9=- 2150(load case 2), 2=- 2525(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1- 2 =0 /60, 23=- 909116466, 3-4=- 9160/6710, 4-6=- 9000/6640, 5-6 =- 11136/8385, 6 -7 =- 9117/6928, 7-8 =- 9277/7007, 8 -15=- 920916972, 9 -15 =- 9282/6968 BOT CHORD 2.14= -6090/8666,13 -14=- 8203/11136, 12- 13=- 8317/11228, 11- 12=- 8317/11228, 10- 11=- 8317/11228, 9- 10=- 6611/8860 WEBS 3 -14=- 280/471, 4 -14=- 1305/1837, 5 -14=- 2425/1921, 5.13 =- 424/568, 6 -13 =- 205/126, 6 -11 =369/556, 6 -10 =- 2450/1730, 7.10 =- 1428/1894, 8 -10 =- 231434 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3-second gust); h =10ft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2) -2-6 -7 to 04-0, Interior(1) 0-4-0 to 22 -11 -0, Exterior(2) 22 -11-0 to 25 -11 -0; Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2150 lb uplift at joint 9 and 2525 lb uplift at joint 2. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 7) Girder carries hip end with 7 -0-0 end setback. 8) Hangegs) or other connection device(s) shall be provided sufficient to support concentrated load(s) 706 lb down and 662 lb up at 19 -3 -0, and 706 lb down and 662 lb up at 7 -0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pif) Vert: 14---90,4-7=-116(F=.26),7-9=-90,2-14- 9- 10 = -20 Concentrated Loads (lb) Vert: 14=- 706(F)10=- 706(F) 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1 -2 =155, 2 -4=59, 4- 7= 101(F =34), 7- 15 =58, 9 -15 =106, 2- 14 = -12, 10- 14= 76(F =88), 9- 10 = -12 Horz: 1-2=-173,2-4---77,7-16=77,9-15=124 Drag: 4- 5= -0(F =-0), 6- 7=0(F=O) Concentrated Loads (lb) Vert: 14= 662(F) 10= 662(F) 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit metal =1.33 Uniform Loads (plf) Vert: 1-4=-90,4-7=-116(F=.26),7-9=-30,2-14=-20,10-14=-120(F=-100), 9- 10 = -20 Concentrated Loads fib) Vert: 14=- 706(F) 10=- 706(F) Continued on page 2 Job Truss Truss Type Oty Ply MILTON MITZELL ' 6D14 HG1 ROOF TRUSS • •: •;• 1 •• % •: •:• 0005 • • • Jol. Reference icnal BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • • 6.46dr0" 9 20061NITelllndustries, Inc. Mon Dec 0411:24:14 2006 Page 2 • • • • • • • • LOAD CASE(S) 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) • • • • • • • Vert: 1-4=-30,4.7=-116(F=-26),7-9 9- 10 = -20 • • • • • • • • • • • Concentrated Loads (lb) • • • • • : • : : • • Vert: 14=- 706(F) 10=- 706(F) • • • • • • • • ••• ••• ••• ••• • • •• • • • •• ••• •• • • • • • • • • • • • Job Truss Truss Type Pe Ply MILTON MITZELL 6D14 J1 ROOF TRUSS • * • • 1 • • • • • • 0006 • Jor Referepc o irnal BEST TRUSS CO, MIAMI, FL., BEST TRUSS CO. • • 6.40900 al 9 200 !TelPlndustdes, Inc. Mon Dec 0411:24:15 2006 Page 1 • • 000 • 6 0 0:4 1 -0-0 1-0-0 3.17112 •1 ••• 0• \01' 0 • 0 Scale =1:4. • • • • • •• 6 • • • • • • • • so* 000 • • • ••• • • • • 0' • • • • • • 1 • • •• • • • • 06 . 00 ao eh 3 1 -" 3x4 MIC04 SPACING 2 -0-0 LOADING(psf) CSI DEFL in (loc) Well Lid PLATES GRIP Plates Increase 1.33 TCLL 30.0 TC 0.13 Vert(LL) -0.00 2 n/r 120 MII20 2491190 TCDL 15.0 Pit. Metal Increase 1.33 BC 0.01 Vert(TL) -0.00 2 Mr 90 BCLL 0.0 Lumber Increase 1.33 VVEI 0.00 Horz(TL) 0.00 nla n/a BCDL 10.0 Rep Stress Incr YES Code FBC2001 /ANS195 (Matrix) Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1 -0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib/size) 1= 10310.8 -0, 1= 10310 -6-0 Max Horz 1= 58(load case 2) Max Upliftl=- 134(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1- 2 = -2810 BOT CHORD 1 -3 =010 NOTES 1) Wind: ASCE 7 -98; 146mph (3-second gust); h =10ft; TCDL=9.Opsf; BCDL= 6.Opsf; Category II; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 1. 3) Non Standard bearing condition. Review required. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pif) Vert: 1- 2 = -90, 1-3 =-20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pif) Vert: 1 -2 =155, 1 -3 = -12 Horz: 1.2= -173 Job , Truss Truss Type qly Ply MILTON MITZELL 61314 J3 ROOF TRUSS • • 1 • • : • • • • • • 0007 • • • Job R•Feremc o 'ana BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • 6. • • 8 200 iTe Inc. Mon Dec 0411:24:15 2006 Page 1 • • ••• • • • • ••• 2 3 -M 3 -0-0 • ' • •• ' ' 00 Scale = 1:6. •• • • • • • 3.17 F12 • • • • • • • • •• ••• ••• ••• • • • • • •• • • • • •• ••• •• • • • • • 1 • • • • • • • • • • • • • • •• • • • ••• •• 3 3 -0-0 3x4 Mn2O= 3 -M LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) 0.00 1 — 240 M1120 2491190 TCDL 15.0 Pit Metal Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 Lumber Increase E R WB 0.00 Horz(TL) -0.00 2 n/a nla BCDL 10.0 ep Stress Incr YES Code FBC20011ANS195 (Matrix) Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1= 14310.8 -0, 2= 117 /Mechanical, 3 =26 /Mechanical Max Horz 1= 152(load case 2) Max Upliftl=- 170(load case 2), 2=- 235(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1- 2= -85/29 BOT CHORD 1 -3 -0 /0 NOTES 1) Wind: ASCE 7 -98; 146mph (3-second gust); h =10ft; TCDL=9.0psf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 2) Refer to girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 170 lb uplift at joint 1 and 235 lb uplift at joint 2. 4) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1- 2 = -90, 13 =-20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1 -2= 162,1 -3 = -12 Horz: 1- 2 = -180 Job Truss Truss Type OIY Ply MILTON MITZELL 6014 J5 ROOF TRUSS 1 • • • • 1 • • • *go 0008 • •• • • of •• • • • • Jai Referent a tianal BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. • + 6.4b /Oct 9 20 4tMiTelPindustries, Inc. Mon Dec 0411:24:15 2006 Page 1 • • • • • • • • • 9:0 r - 2-6-0 5-0-0 • • • • • • • • • • • • Scale =1:12. •• • • • • 3.17 F12 •• • • • •• ••• •• 2 1 4 3x6 M1120= 5 -0-0 5 -0-0 Plate Offsets X Y : L2:0-1-12 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) 0.00 2 — 240 M1120 2491190 TCDL 15.0 Pit. Metal Increase 1.33 BC 0.09 Vert(TL) -0.02 2-4 >999 180 BCLL 0.0 Lumber Increase 1.33 WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Rep Stress Incr YES Code FBC20011ANSI95 (Matrix) Weight: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP DSS TOP CHORD Sheathed or 5 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -04 oc bracing. REACTIONS (lb /size) 3= 127 /Mechanical, 2=59210-8-0,4=46/Mechanical Max Horz 2=351 (load case 2) Max Uplift3=- 263(load case 2), 2=- 899(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1- 2153, 2-3= -99124 BOT CHORD 2-4=010 NOTES 1) Wind: ASCE 7 -98; 146mph (3-second gust); h =10ft; TCDL= 9.Opsf; BCDL=6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 263 lb uplift at joint 3 and 899 lb uplift at joint 2. 4) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit metal =1.33 Uniform Loads (pif) Vert: 1- 3 = -90, 2 -4= -20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1 -2 =155, 23 =162, 24= -12 Horz: 1-2=-173,2-3=-180 Job Truss Truss Type Oty Ply MILTON MITZELL ' 0008 61314 J5A ROOF TRUSS • • s • • 1 • • • • • : • • • Jay R erepc o i al BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. • • • 6AOi" 9 2008WiTel•Industries, Inc. Mon Dec 0411:24:16 2006 Pagel • • ••• • • • • ••• 5 -0-0 5 -M • • • • • •• a =1:9. • • • • • • • • • • • 3.17 F12 • • • • • • • • • • • • • • • ••• ••• ••• ••• • • • • • •• ••• • • ••• • • • as • • • • • • • • • • • • • • ••• •• 1 3 3x4 M1120= 5 -0-0 5 -" LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I /dell Ud PLATES GRIP Plates Increase 1.33 TCLL 30.0 TC 0.81 Vert(LL) 0.00 1 ""' 240 MII20 249/190 TCDL 15.0 Pit. Metal Increase 1.33 BC 0.09 Vert(TL) -0.02 1 -3 >999 180 BCLL 0.0 Lumber Increase 1.33 yyg 0,00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Rep Stress Incr YES (Matrix) Weight: 15 lb Code FBC20011ANS195 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib/size) 1= 25310 -8 -0, 2= 207 /Mechanical, 3=46 /Mechanical Max Horz 1= 246(load case 2) Max Upliftl= 308(load case 2), 2=- 409(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1- 2=- 138147 BOT CHORD 1 -3 =0 10 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =10ft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 1 and 409 lb uplift at joint 2. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1- 2=- 90,1 -3 = -20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-2=162,1-3=-12 Horz: 1.2= -180 Job Truss Truss Type Qty Ply MILTON MITZELL 6D14 J7 ROOF TRUSS • • • • 1 • • • • • • 0010 0 00 • • • • • • JC6 RWr Wce 4 oPtIWaQ BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • • 6. SK" 8 20061MITeNlndustries, Inc. Mon Dec 0411:24:17 2006 Page 1 0 000 Goo 3 -9 -7 7 -0-0 3 -9 -7 3 -2 -9 3 � • • • • • •• Sc 1. • • 0 • • 0 • • • • 3.17 12 •:• :•• i•• •:• ••• • • 2x4 MII20zz� •• • •• ••• • ••• • • • • . • • • • • •• • • • • • • • • • • 1 5 4 3x4 M1120= 3x4 M1120= 7 -0-0 7 -" Plate Offsets Y : [5:0-2-6 SPACING 2 4-0 LOADING( psf) Plates Increase 1.33 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 30.0 TC 0.46 Vert(LL) 0.00 5 **** 240 M1120 2481190 TCDL 15.0 Pit. Metal Increase 1.33 BC 0.28 Vert(TL) -0.10 1 -5 >818 180 BCLL 0.0 Lumber Increase WB 0.34 Horz(TL) -0.01 5 n/a nla Code FBC20 11ANSI95 BCDL 10.0 Rep Stress 20 YEES S (Matrix) Weight: 26 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5 -11 -1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 1= 36110 -8 -0, 3= 127 /Mechanical, 5= 2411Mechanical Max Horz 1= 319(load case 2) Max Uplift1= -407(load case 2), 3=- 226(load case 2), 5=- 276(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1-2=-6411880,2-3=-74/24 BOT CHORD 1-6=-1083/588,4-6-0/0 WEBS 2- 5=- 61211129 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =10ft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category II; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 407 lb uplift at joint 1, 226 lb uplift at Joint 3 and 276 lb uplift at joint 5. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-3=-90,14---20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit, metal =1.33 Uniform Loads (plf) Vert: 13= 150,1.4= -12 Horz: 13= -168 Job Truss Truss Type Qty Ply MILTON MITZELL ' 0011 6D14 T1 ROOF TRUSS • • � • : • 1 • • • • • I Jo R ce i al BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • • 6.4@QxmOctr9 20060AiTelalndustries, Inc. Mon Dec 0411:24:17 2006 Page 1 2 6-0 6 -11 -15 13 -1-8 19-3 -1 26-3-0 2-6-0 6 -11 -15 6 -1 -9 6 -1 -9 6 -11 -15 • • • • • • • Scale =1:49. • • • • • • • • • • • • • • • • • • • V • • : so • • • • • 3.17 F12 4x9 M1120= 4 ••• : i ••• 94 420-G 5x8 Ml 120 % • • s o* • i 3W iQ�� • • 3 5 00 6 13 2 7 �I1 I 0 3x6 M1120= 10 9 8 3x6 M1120= 5x8 M1120= 3x4 M1120= 3x4 M1120= 9 -0-7 17 -2 -9 26-M 9 -0-7 8 -2 -1 9 -0-7 Plate Offsets X Y : [3:04-0,03-0], [10:0-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I /defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.41 8 -10 >753 240 M1120 2491190 TCDL 15.0 Pit. Metal Increase 1.33 BC 0.95 Vert(TL) -0.50 7-8 >617 180 BCLL 0.0 Lumber Increase 1.33 WB 0.29 Horz(TL) 0.12 7 n/a n/a BCDL 10.0 Rep Stress Incr YES (Matrix) Weight: 107 lb Code FBC2001 /ANSI95 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed or 2 -7 -1 oc puriins. 13 2 X 4 SYP DSS BOT CHORD Rigid ceiling directly applied or 3 -113 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Iblsize) 2=1680/0-8-0,7=1393/0-8.0 Max Hors 2= 64(load case 2) Max Uplift2=- 1226(load case 2), 7=- 852(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1- 2153, 2 -3= 379611988, 3 -11 =- 336711831, 4 -11 =- 3298/1845, 4 -12= 3360/2034, 5 -12 =- 336212020, 5-6=- 3435/2008, 6 -13 =- 386812287, 7 -13 =394312269 BOT CHORD 2.10= -176213566, 9 -10 =-1394/2553, 8- 9=- 1394/2553, 7-8 =- 2080/3720 WEBS 3- 10=- 587/351, 4- 10=- 162/897, 4- 8= 399/965, 6- 8=- 6671507 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =10ft; TCDL= 9,Opsf; BCDL=6.Opsf; Category II; Exp C; enclosed; C -C Exterior(2) -2-6 -7 to 0.4 -0, Interior(1) 0-4-0 to 10 -1.8, Exterior(2) 10 -1-8 to 13 -1.8, Interior(1) 16 -1.8 to 22 -11 -0; Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1226 lb uplift at joint 2 and 852 lb uplift at joint 7. 4) This truss design conforms With Florida Building Code 2001, based on parameters Indicated. LOAD CASES) 1) Regular: Lumber Increase =1.33, Plate Increase=1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-4=-90,4-7=-90,2-7=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1 -2 =155, 2- 11 =59, 4.11 =106, 4 -12= 106,12- 13 =59, 7 -13 =106, 2 -7= -12 Horz: 1- 2 = -173, 2- 11 = -77, 4-11= -124, 4 -12 =124, 12- 13 =77, 7 -13 =124 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit metal =1.33 Uniform Loads (plf) Vert: 14=90,44=30,24=40 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-4= -30, 4- 7 =-90, 2 -7 = -20 Job =TIA Truss Type Qty Ply MILTON MITZELL 61314 ROOF TRUSS • • � • � • 1 • • � • • � • a 0012 l • • • Jo�Relerepce iepal BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • • 6.4®DSiOcO 9 2006IMiTelelndustries, Inc. Mon Dec 0411:24:18 2006 Page 1 6 -11 -15 13 -1-8 19-3 -1 26-3-0 6 -11 -15 6 -1 -9 6 -1 -9 6 -11 -15 • • • • • • • Scale = 1:46. • • • • • • • • ••• ••• ••• ••• • • 3.17 Fl 2 4x9 M1120= •• • • • •• ••• •• 4 • • • • • • 2114 M1120�i• 3x4 M1120% • :'I • • 2 • • 2x4 M1120-� 12 • i i x • • • • 2 J 6 11 14 1 7 0 1 3x6 M1120= 10 9 8 3x6 M1120= 5x8 MII20= 3x4 M1120= 3x4 M1120= 9 -0-7 17 -2 -9 26 -3-0 9 -0-7 8 -2 -1 9 -0-7 Plate Offsets (XY): [10:0-4-0,0-3-0 LOADING(psf) SPACING 2 -M CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.41 1.10 >745 240 M1120 2491190 TCDL 15.0 Pit. Metal Increase 1.33 BC 0.96 Vert(TL) -0.52 1 -10 >594 180 BCLL 0.0 Lumber Increase 1.33 WB 0.29 Horz(TL) 0.12 7 n/a We BCDL 10.0 Rep Stress Incr YES (Matrix) Weight: 103 lb Code FBC20011ANS195 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-6 -11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3 -9 -14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 1= 1407/0 -8 -0, 7= 1407/0 -8-0 Max Upliftl=- 887(load case 2), 7=- 887(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -11=- 3990/2389, 2 -11 =- 3916/2408, 2-3= 348412127, 3 -12 =- 3411/2139, 4-12 =- 3409/2153, 4 -13 =- 3409/2153, 5 -13 =- 341112139, 5-6 =- 348412127, 6 -14=- 3916/2408, 7 -14= 399012389 BOT CHORD 1-10=-219713766,9-10=-152412611,8-9=-152412611,7-8=.219713766 WEBS 2- 10=- 6671510, 4.10= 3781961, 4- 8= 3781961, 6-8 =- 667/510 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =10ft, TCDL= 9.Opsf; BCDL=6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2) 0.4.0 to 34.0, Interior(1) 3-4.0 to 10 -1-8, Exterior(2)10 -1-8 to 13 -1.8, Interior(1)16.1.8 to 22 -11 -0; Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 887 lb uplift at joint land 887 lb uplift at joint 7. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase-1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pif) Vert: 1.4 = -90, 4-7 =- 90,1 -7 = -20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plo Vert: 1-11=106,11-12=59,4-12=106,4-13=106,13-14 Hors: 1.11=-124,11-12---77,4-12---124,4-13=124,13-14- 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pif) Vert: 1-4-90,44=30,14=40 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plo Vert: 1 -4=30, 47 =-90, 1 -7= -20 Job , Truss Truss Type Qty Ply MILTON MITZELL 6D14 T2 ROOF TRUSS • • • • • • • • • • 0013 AD J � • • • Job Refer o lenal BEST TRUSS CO, MIAMI, FL., BEST TRUSS CO. 0 6. . 0 01MITelFindustries, Inc. Mon Dec 0411:24:18 2006 Page 1 • • •e• • • • • •e• 4 -1-5 8 -2 -10 4-1-5 4 -1-5 • • • • • e • • • • Scale =1:13. •• • • • • •• 4x9M1120••• ••• •e• •e• • • 3.17 F12 2 •• • • • •• ••• •• • ••• • • • • •• • 0 0 0 0 00 • • • • • • • • 3 1 I 4 2x4 M1120 11 3x4 M1120= 3x4 M1120= i 4-1 -5 8 -2 -10 4 -1 -5 4 -15 LOADING(psf) SPACING 2 -M CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) 0.03 4 >999 240 M1120 2491190 TCDL 15.0 Pit. Metal Increase 1.33 BC 0.17 Vert(TL) -0.03 4 >999 180 BCLL 0.0 Lumber Increase 1.33 VVEI 0.03 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2001 /ANSI85 Rep Stress YES (Matrix) Weight: 26 lb 001 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7 -7 -13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=41510-8-0,3=415/0-M Max Upliftl=- 491 (load case 2), 3=- 491(ioad case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD i-2=-7681804,2-3=-7581804 BOT CHORD 1-4=-6691687,34---6691687 WEBS 2- 4=0184 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3-second gust); h =10ft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 491 lb uplift at Joint 1 and 491 lb uplift at joint 3. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-2=-90,2-3=-90,1-3=-20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pif) Vert: 1-2=142,2-3=142,1-3=-12 Horz: 1-2=-160,2-3=160 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-2=-90,2-3=-30,1-3=-20 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-2=-30,2-3=-90, 1-3=-20 Job, Truss Truss Type Qty Ply MILTON MITZELL 6D14 V12 ROOF TRU • • : ' . • 1 • • : • • e *00 0014 SS • • • Job RAferAhc o idh • BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. • • • 6. O 9 200 iTe Industries, Inc. Mon Dec 0411 :24:19 2006 Page 1 • • ••• • • • • ••• 6 -5-4 12 -10 -7 6 -5-t 6-54 ' ' ' ' ' " Scale =1:20. • • • • • • • • •• • : of : so • • • • • 4x9 M1120= •• • • • •• ••• •• 3.1712 • • • • • • • • • 2 • ••• • • • • •• • • • • • • ••• •• 1 3 Ll 3x4 N!1120% 2x4 M1120 11 3x4 M1120= 3x4 M1120z� 12 -10 -7 12 -10 -7 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) I /deft Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.47 Vert(LL) nla nla 999 M1120 249/190 TCDL 15.0 Pit. Metal Increase 1.33 BC 0.29 Vert(TL) n/a n/a 999 BCLL 0.0 Lumber Increase 1.33 WB 0.20 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Rep Stress Incr YES Code FBC20011ANS195 (Matrix) Weight: 37 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins. SOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) 1= 226/12 -10 -7, 3= 226112.10 -7, 5= 717/12 -10 -7 Max Upliftl=- 230(load case 2), 3=- 230(load case 2), 5= -693(load case 2) Max Grav 1= 244(load case 3), 3= 244(load case 4), 5= 717(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=78182,24=78412 BOT CHORD 1-5=0125,4-5=0/25,34-0125 WEBS 2 -5 =- 5361677 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =10ft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C -C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 230 lb uplift at joint 1, 230 lb uplift at joint 3 and 693 lb uplift at joint S. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pif) Vert: 1-2=-90,2-3=-90,1-3=-20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-2=121,2-3=121,1-3=-12 Horz: 1-2=-139,2-3=139 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal-1.33 Uniform Loads (pit) Vert: 1-2=-90,2-3z-30,1-3=-20 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1 -2 =30, 2.3 = -90, 13= -20 Job . , Truss Truss Type Qty Ply MILTON MITZELL • • • • • 0015 •• Job V17 ROOF TRUSS • • • • • • 1 • • • • • • • • • • Job Rdlerace4opti anal BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. • • • 8 ' • • � 9 200 • iTe M ndustries, Inc. Mon Dec 0411:24:19 2006 Page 1 r 8-6 -15 17 -1 -15 8-6 -15 8-6 -15 • • • . • • • Scale =1:27. • • • • • • • • :0 • • • • • • • • ••• ••• ••• ••• • • 8x15 M1116= •• • • • •• ••• •• 3.1712 • • • • • • • • • 2 • ••• • • • • •• • • • • • • ••• •• 7 8 6 9 CNI 1 3 3x6 111111M% 3x6 M1120z� 2x4 M1120 11 3x4 1011120- 17 -1 -15 r � 17 -1 -15 Plate Offsets (X,Y): [5:0-24 -0 SPACING 2 -0-0 LOADING(psf) CSI DEFL in (lot) IldeO L/d PLATES GRIP Plates Increase 1.33 TCLL 30.0 TC 0.71 Vert(LL) n/a - n/a 999 MII20 2491190 TCDL 15.0 Pit Metal Increase 1.33 BC 0.46 Vert(TL) n/a nla 999 MI116 1741126 BCLL 0.0 Lumber Increase 1.33 WB 0.23 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Rep Stress Incr YES (Matrix) Weight: 51 lb Code FBC200l /ANSI95 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=317117-1-15,3=317/17-1-15,5 Max Upliftl=- 260(load case 2), 3=- 260(load case 2), 5=- 757(foad case 2) Max Grav 1= 342(load case 3), 3= 342(load case 4), 5= 1007(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6 =- 109177, 6 -7=- 36178, 2 -7= -2/98, 2.8= -2198, 8 -9 =- 36178, 3 -9= -109/77 BOT CHORD 1-5 =0135, 45 =0135, 3 -4135 WEBS 2 -5 =- 7531762 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98; 146mph (3- second gust); h=1 Oft; TCDL= 9.Opsf; BCDL=6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2) 1.1 -8 to 4-1-8, Interior(1) 4-1-8 to 5.6 -15, Exterior12) 5-6 -15 to 8 -6 -15, Interior(1)11 -6 -15 to 13 -0-7; Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) All plates are MT20 plates unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 1, 260 lb uplift at joint 3 and 757 lb uplift at joint 5. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1.2 = -90, 2-3=90,1-3=20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-6=107,6-7=69,2-7=107,2-8=107,8-9=59,3-9=107,1-3=-12 Horz: 1-6=-125,6-7=-77,2-7=125,2.8=125,8-9=77,3-9=125 3) let unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1- 2 = -90, 23 =30, 13 = -20 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-2=40,24=90,14=20 Jobs , Truss Truss Type Oty Ply MILTON MITZELL • • • • •r• 0016 6D14 V21 ROOF TRUSS 1• • • • • • • • • • • • • • • • Jab Rlferdhc o ideal BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • • 6. 0 9 20 MiTe Industries, Inc. Mon Dec 0411:24:20 2006 Page 1 10.8 -11 21-5 -7 10 -8 -11 10 -8 -11 •i ••• ••• •i ••• ••• Scale 1:34. • • • • • • • • V 000 0*0 r • • • • • • • 4x9 M1120= 3.17 12 s• • • • •• ••• •• 11 • • 1 �i • s•• •• 2x4 M1120 11 2x4 M112011 2 4 10 13 1 5 3x4 1%111120% 9 8 7 6 3x4 M1120z� 2x4 M1120 I I 3x4 M1120= 2x4 M1120 11 2x4 M112011 21 -5 -7 21 -5 -7 LOADING(psf) SPACING 2.0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) nla n/a 999 M1120 2491190 TCDL 15.0 Pit. Metal Increase 1.33 BC 0.09 Vert(TL) n/a n/a 999 BCLL 0.0 Lumber Increase WEI 0.16 Horz(TL) 0.00 5 n/a We FBC Code BC2 /ANSI95 BCDL 10.0 Rep YES ES (Matrix) Weight: 67 lb 01 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -" oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) 1= 132121 -5 -7, 5= 132121.5 -7, 8= 680/21 -5 -7, 9= 584121 -5 -7, 6= 584/215 -7 Max Upliftl=- 119(load case 2), 5=- 119(load case 2), 8= 454(load case 2), 9=- 390(load case 2), 6=- 390(load case 2) Max Grav 1= 132(load case 1), 5= 132(load case 1), 8= 680(load case 1), 9= 615(load case 3), 6= 615(load case 4) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -10= •29/27, 2 -10= -4/41, 2 -11 =- 91/134, 3 -11 =- 22/148, 3 -12 =-221148, 4-12 =- 91/134, 4 -13= -4/41, 5 -13= -53/27 BOT CHORD 1- 9147, 8 -9 =0/47, 7.8 =0/47, 6 -7 =0147, 5-6 =0/47 WEBS 3.8= 5561534, 2.9=-5051436,4.6=-5051436 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h=1 Oft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2)1 -1-8 to 4-1-8, Interior(1) 4 -1-8 to 7 -8 -11, Exterior(2) 7-8 -11 to 10 -8.11, Interior(1)13 -8 -11 to 17 -3 -15; Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 1, 119 lb uplift at Joint 5, 454 lb uplift at joint 8, 390 lb uplift at joint 9 and 390 lb uplift at Joint 6. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase--1.33, Plate Increase =1.33 Pit, metal =1.33 Uniform Loads (pif) Vert: 1- 3 = -90, 3- 5 = -90, 15 = -20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1 -10 =106, 10- 11 =59, 3-11=106,3-12=106,12-13=69,5-13=106, 1-5=-12 Horz: 1 -10=- 124,10- 11 = -77, 3 -11= -124, 3 -12 =124, 12- 13 =77, 5 -13 =124 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pif) Vert: 1-3=-90,3-5=-30, 15 = -20 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pif) Vert: 1-3=-30,3-6=-90, 15 = -20 Job. Truss Truss Type Qty Ply MILTON MITZELL • ••• • • • ••• 0017 6D14 V25 ROOF TRUSS • • • • 1 • • • • • • • • • Rffec o 1 al BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. • • • 6. O 91 ITe Industries, Inc. Mon Dec 0411:24:20 2006 Page 1 • • ••• • • • • ••• 12 -10 -7 25 -8 -14 12 -10 -7 • • • • i 2 -10 Z • •• • • • • •• • • • Scale 1:41. 3.17F12 4x9 M1120= •• • • • •• ••• •• 3x4 M1120 % 4 • • • • • • • • • • • • • • 3114 MII20 -• • • 2x4 M112011 3 14 • • h� • 6 • 9*4 Mli 2 6 13 16 1 7 3x4 M1120% 12 11 10 9 8 3x4 M1120zz 3x4 Ml 120 2x4 M112011 2x4 M1120 11 2x4 M1120 3x4 M1120= 25 -8 -14 i 25 -8 -14 SPACING 2 -0-0 LOADING(psf) CSI DEFL in (loc) 1 /deft L/d PLATES GRIP Plates Increase 1.33 TCLL 30.0 TC 0.41 Vert(LL) Na - Na 998 MII20 2491190 TCDL 15.0 Pit. Metal Increase 1.33 BC 0.28 Vert(TL) We We 999 BCLL 0,0 Lumber Increase 1.33 yyg 0.15 Horz(TL) 0.00 7 n/a n/a Code FBC2001 /ANSI95 BCDL 10.0 Rep Stress YES (Matrix) Weight: 82 lb 01 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 252125-8 -14, 10=614125.8 -14, 12= 733125 -8 -14, 8= 733/25 -8.14, 7= 252125.8 -14 Max Upiiftl=- 200(load case 2), 10=- 398(load case 2), 12=- 439(ioad case 2), 8=- 439(load case 2), 7=- 200(load case 2) Max Grav 1= 252(load case 1), 10= 614(load case 1), 12= 753(load case 3), 8= 753(load case 4), 7= 252(load case 1) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -13 =- 79/17, 2.13= •11/62, 2 -3 =- 83/156, 3 -14=- 24/167, 4 -14=- 221181, 4 -15 =- 221181, 5 -15 =- 24/167, 5.6 =- 93/156, 6 -16 =- 11/62, 7 -16= -79/17 BOT CHORD 1-12-0163,11-12=0163,10-11=0163,9-10=0163,8-9=0163,7-8=0163 WEBS 4-10=-5141488,2-12=-5951473,6-8=-5961473 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h=1 Oft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2)1 -1-8 to 4-1-8, Interior(1) 4-1-8 to 9 -10 -7, Exterior(2) 9 -10 -7 to 12 -10 -7, Interior(1) 15 -10 -7 to 21.7 -7; Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 200 lb uplift at joint 1, 398 lb uplift at joint 10, 439 lb uplift at joint 12, 439 lb uplift atjoint 8 and 200 lb uplift at joint 7. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pif) Vert: 1-4---90,4-7=-9O,1-7=-2O 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit metal =1.33 Uniform Loads (plf) Vert: 1-13=106,13-14=69,4-14--106,4-15=106,15-16=59,7-16=106,1-7m.12 Horz: 1-13=-124,13-14---77,4-14=-124,4-15=124,15-16=77,7-16=124 3)1at unbalanced Regular: Lumber Increase--1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 14-90,44=40,11-7=20 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Pit metal =1.33 Uniform Loads (plf) Vert: 1-4=-3O,4-7=-9O,1-7=-2O Jab { Truss Truss Type Qty Ply MILTON MITZELL • • • ••• 0018 •• • • 61314 V3 ROOF TRUSS • • • • 1 • • • • • • • • • Job Rdferdhc o idhal BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. • • • 6, O 9 200gWiTelfindustries, Inc. Mon Dec 0411:24:21 2006 Page 1 • • ••• • • • • ••• 3X4 M1120— 1 -11 -15 3 -11 -15 1 -11 -15 1 -11 -15 •i ••• ••• •i ••• ••• Scale 1:6. • • • • • • • • •• ••• ••• ••• ••• • • 3.17 F12 AA • • • •• ••• •• 3 -11 -15 3 -11 -15 Plate Offsets X Y : 2:0- 2-0,Ed e LOADING(psf) SPACING 2-0-0 1.33 CSI DEFL in (loc) I /deft Lid PLATES GRIP TCLL 30.0 Plates Increase TC 0.08 Vert(LL) n/a n/a 999 M1120 2491190 TCDL 15.0 Pit. Metal Increase 1.33 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Lumber Increase 1.33 WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Rep Stress Incr YES Code FBC20011ANS195 (Matrix) Weight: 61b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3 -11 -15 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 1--6413-11-15,2=12813-11-15,3=6413-11-16 Max Upliftl=- 124(load case 2), 2=- 212(load case 2), 3= 424(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1-2=-13138,2-3=-13138 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3-second gust); h=1 Oft; TCDL=9.Opsf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 1, 212 lb uplift at joint 2 and 124 lb uplift at joint 3. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1,33 Pit. metal =1.33 Uniform Loads (pif) Vert: 1-2=-90,2-3=-90 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pif) Vert: 1-2=162,2-3=162 Horz: 1-2=-180,2-3=180 3) let unbalanced Regular: Lumber Increase =1.33, Plate Increase-1.33 Pit. metal =1.33 Uniform Loads (pif) Vert: 1- 2 = -90, 23 =30 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1 -2=30, 2 -3 = -90 Jobi Truss Truss Type Qty Ply MILTON MITZELL • •• 6D14 V4 ROOF TRUSS 1 • • • 1 • • • • • • •• 0019 • • • • • • • JoMRefenn• c• o • lom l • • • BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 61100 s Oct 9t000 MI Vek InddBtriespinc. Mon Dec 0411:24:21 2006 Page 1 • • ••• • • • • ••• x 2 -1 -12 4-3-8 2-1-12 3x4 M1120= 2 -1 -12 ' • ' • • • • •• • • • • • • • Scale =1:6. •• • • • • • • • • • • ••• ••• ••• ••• • • 3.17 12 •• • • • •• ••• •• 4-3-8 - -� 43-8 Plate Offsets (XY): [2:0 -2-0 , E e SPACING 2 -0-0 LOADING(psf) CSI DEFL in (loc) Ildefl Ud PLATES GRIP Plates Increase 1.33 TCLL 30.0 TC 0.10 Vert(LL) n/a - n/a 999 MII20 2491190 L TCDL 15.0 u Metal Increase 1.33 BC 0.00 Vert(TL) nla n/a 999 BCLL 0.0 Lumber Increase WB 0.00 Horz(TL) 0.00 3 n/a nla BCDL 10.0 Rep Stress Incr YEES S Code FBC2001 1ANS195 (Matrix) Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-3-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (lb/size) 1= 7114 -3-8, 2= 142143 -8, 3= 7114 -3-8 Max Uplift /=- 137(load case 2), 2=- 235(load case 2), 3=- 137(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1-2=14142,24=14142 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98; 146mph (3 -second gust); h =10ft; TCDL=9.Opsf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at Joint 1, 235 lb uplift atjoint 2 and 137 lb uplift at joint 3. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 2. 6) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-2=-90,2-3=-90 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit, metai =1.33 Uniform Loads (plf) Vert: 1-2--162,2-3=162 Horz: 1- 2 = -180, 2-3 =180 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal-1.33 Uniform Loads (plf) Vert: 1-2=-90,2-3=-30 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pif) Vert: 1-2=-30,2-3=-90 Jobs + Truss Truss Type Qty Ply MILTON MITZELL • • ••• • • • ••• 0020 6D14 V8 ]ROOF TRUSS 1 • • • • • • • • • • • • • • • JONRefeRnoB o ioMal • • BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. • 6 0 s ct • • M • ek Ind • striel Inc. Mon Dec 0411:24:21 2006 Pagel • • ••• • • • • ••• 4-3-8 8-6 -15 4-3-8 4 -3-8 ' ' ' ' • • • Scale =1:13. •• • • • • •• • • • • • • • • • • • •• • • • • • • • • 3x4 M1120= 3.17 F12 •• • • • •• 0 •• 0 •• 2 • ••• • • • • •• • •• • • • • • ••• •• 3 1 3x4 MII20 % 3x4 M1120= r 8-6 -15 8-6 -15 Plate Offsets X Y : 2:0 -2-0 Ed e LOADING ( pal) SPACING 2-0-0 CSI DEFL in (loc) I /clef! L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.47 Vert(LL) nla n/a 999 M1120 2491190 TCDL 15.0 Plt. Metal Increase 1.33 BC 0.26 Vert(TL) n/a nla 999 BCLL 0.0 Lumber Increase 1.33 WEI 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Rep Stress Incr YES Code FBC20011ANS195 (Matrix) Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7 -0.8 oc bracing. REACTIONS (lb /size) 1=34818-6-15,3=348/8-6-15 Max Upliftl=- 406(load case 2), 3= -406(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1-2=-5871874,2-3=-687/874 BOT CHORD 1-3 -- 7731540 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3-second gust); h =10ft; TCDL= 9.Opsf; BCDL=S.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 lb uplift at Joint 1 and 406 lb uplift at Joint 3. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit metal =1.33 Uniform Loads (pif) Vert: 1.2 = -90, 23 =-90, 13= -20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-2=140,24=140,11-3=42 Horz: 1-2=-158,2-3=158 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit metal =1.33 Uniform Loads (pit) Vert: 1- 2= -90, 2-3= 30,13 =-20 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pit Vert 1 -2 =30, 2-3=-90,1-3=-20 Job, fi Truss Truss Type Oty Ply MILTON MITZELI • • ••• • • • ••• 0021 6D14 V8A ROOF TRUSS 1 • • • 3 • • • • • • • • • JobRefeienc• (.;1 .wl • • BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. 6!!00 st)ct 9.2506 MMek Intldstriesf Inc. Mon Dec 0411:24:22 2006 Page 1 • • • • • • • • • • ••• • • • • ••• 3 -11 -15 7 -11 -15 3 -11 -15 3 -11 -15 ' ' ' • • • • Scale =1:12. • • • • • • • • • • • • • • • • • • • ••• ••• ••• ••• • • 3x4 M1120= 3.17F •• • • • •• ••• •• • :0: • • • • • • • •• • • • • • ••• •• 3 1 3x4 M1120% 3x4 M1120z:� 7 -11 -15 i 7 -11 -15 Plate Offsets X :0 -2-0 Ed e LOADING (Pan SPACING 20-0 Plates Increase 1.33 CSI DEFL in (loc) Ildefl Lid PLATES GRIP TCLL 30.0 TC 0.41 Vert(LL) n/a - Na 988 MII20 2491190 TCDL 15.0 Pit. Metal Increase 1.33 BC 0.23 Vert(TL) Na n/a 989 BCLL 0.0 Lumber Increase 1.33 WB 0.00 Horz(TL) -0.01 3 n/a nla BCDL 10.0 Rep Stress Incr YES Code FBC20011ANSI95 (Matrix) Weight: 21 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -M oc puriins. BOT CHORD 2 x 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-4 -1 oc bracing. REACTIONS (lb /size) 1=31617-11-15,3=316/7-11-15 Max Upliftl= 378(load case 2), 3=- 378(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1-2=-633/812,2-3=-633/812 BOT CHORD 1- 3=- 7191489 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3-second gust); h =10ft; TCDL=9.Opsf; BCDL= 6.Opsf; Category II; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 1 and 378 lb uplift at joint 3. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-2=-90,2-3z.90, 1 -3 = -20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (pif) Vert: 1 -2 =143, 23= 143,13 =42 Hors: 1- 2 = -161, 2 -3 =161 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-2=-90,2-3=-30,1-3=-20 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-2=40,24=90,11-3=40 Job+ r Truss Truss Type Qty Ply MILTON MITZELL • ••• • • ••• 0022 6D14 V88 ROOF TRUSS 7 • • I • . 9 . • • • • • • • JoNRefeRnce ioaal • • o BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. • • s Oct r5ir NTrek Indilstrief Inc. Mon Dec 0411:24:22 2006 Page 1 • • ••• • • • • ••• r 4 -1 -5 8 -2 -10 4 -1 -5 4 -1 -5 ' ' ' ' • " Scale =1:14. • • • • • • • • • • • • • • • • • • • •• 3x4 M1120= 3.17 12 2 •• • • • •• ••• •• • ••• • • • • •• • •• • • • • ••• •• 1 3 3x4 M1120= 3x4 M1120= 8 -2-10 8 -2 -10 Plate Offsets (X,Y): 2:0 -2 -0,Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) nla n/a 999 M1120 2491190 TCDL 15.0 Pit. Metal Increase 1.33 BC 0.39 Vert(TL) n/a nla 999 BCLL 0.0 Lumber Increase 1.33 WB 0.00 Horz(TL) -0.01 3 n/a n1a BCDL 10.0 Rep Stress Incr YES Code FBC2001 1ANS195 (Matrix) Weight: 25 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc pur ins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -7 -13 oc bracing. REACTIONS (lb /size) 1=45218-2-10,3=45218-2-10 Max Upliftl=- 535(load case 2), 3= 535(load case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1-2=-6631986,2-3=-6631986 BOT CHORD 1- 3=- 8291590 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3-second gust); h =10ft; TCOL= 9.Opsf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 535 lb uplift at joint 1 and 535 lb uplift at joint 3. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase-11.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (p•f) Vert: 1- 2= -90, 2 -3 =-90, 1 -3 =-20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-2=142,2-3=142,1-3=-12 Horz: 1.2=-160,2-3=160 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit metal =1.33 Uniform Loads (plf) Vert: 1-2=-90,2-3=-30,1-3=-20 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1 -2 =30, 2 -3= -90, 1 -3= -20 Job- X Truss Truss Type Oty Ply MILTON MITZELL • • ••• • • • ••• 0023 6D14 VOC ROOF TRUSS 1 • • • i • • • • • • • • • • • Jol•Refewnc• (optio 6al • BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 6. 0 s ct 9.22.06 Mllrek Indestriest Inc. Mon Dec 0411:24:23 2006 Page 1 • • ••• • • • • ••• 4 -1-5 + 8 -2 -10 4 -15 4-15 ' ' • • • Scale =1:14. •• • • • • •• • • • 4x9 M1120= ' ' • • • • • ••• ••• ••• ••• • • 3.17 12 2 •• • • • •• ••• •• • •• • • • • •• • 3 1 4x M1120= 4x9 MI 20= o 4 2x4 M112011 5 6 8 -2 -10 8 -2 -10 Plate Offsets (X ,Y 1:0.5 9 0 -1 -10 , 3:Ed a 0 -1-8 LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) We nla 999 M1120 2491190 TCDL 15.0 Plt Metal Increase 1.33 BC 0.07 Vert(TL) n1a n/a 999 BCLL 0.0 Lumber Increase 1.33 WB 0.19 Horz(TL) -0.34 6 n/a n/a BCDL 10.0 Rep Stress Incr YES (Matrix) Weight: 29 lb Code FBC20011ANSI95 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Iblsize) 5=12/8-2.10,1=224/8-2-10,6=0/8-2-10,3=212/8-2-10,4=447/8.2-10 Max Horz 5= 228(load case 2) Max Upllftl-- 211(load case 2), 3 =-252(load case 2), 4=- 561(Ioad case 2) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1-5=-12/7,1-2=-52126,2-3=-52126,3-6=010 BOT CHORD 14- - 47/15, 33= -47115 WEBS 2- 4=- 3491623 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =10ft; TCDL=9.Opsf; BCDL= 6.Opsf; Category II; Exp C; enclosed; C-C Exterlor(2); Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Bearing at joint(s) 5, 1, 6, 3 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 211 lb uplift at joint 1, 252 lb uplift at joint 3 and 561 lb uplift at joint 4. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 7) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-2=90,2-3=90, 1 -3=-20 Drag: 1.5 = -20 2) C-C Wind: Lumber Increase =1.33, Plate Increase=1.33 Pit metal =1.33 Uniform Loads (pif) Vert: 1-2=142,2-3=142,1-3=-12 Horz: 15 =- 96,14= 460, 2-3=160,3-6=.96 Drag: 15= -12 3) 1st unbalanced Regular: Lumber Increase=1.33, Plate Increase =1.33 Pit metal =1.33 Uniform Loads (plf) Vert: 1-2=90,24=40,14=40 Drag: 15= -20 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-2=30,24=90,14=40 Drag: 1 5 = -20 Job. { Truss Truss Type Qty Ply MILTON MITZELL 0024 6D14 V813 ROOF TRUSS 1 • • 0 • • • • • • • ' • • • Jol, Refe•e..w IoYti.'al)• • BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. • 9? 400 sVct 9'2!66 MFrek IndestriM Inc. Mon Dec 0411:24:23 2006 Page 1 • • • • • • • • • • ••• • • • • ••• 4 -1-5 8 -2 -10 4-1 -5 4-15 • • • • • Scale =1:14. • • • • • •• 4x9 M1120= • • • • • • • • • • • • • • • • • • • ••• ••• ••• ••• • • 3.17 12 2 •• • • • •• ••• •• • • • • • • • • 3 1 4x M1120= 4x9 MI 20= q 4 2x4 M1120 11 5 < 6 8 -2 -10 i 8 -2 -10 Plate Offsets (X Y 1:Ed a 0 -23 3:Ed a 0.2.3 SPACING 2 -0-0 LOADING(psf) CSI DEFL in (loc) I /deft Lid PLATES GRIP Plates Increase 1.33 TCLL 30.0 TC 0.63 Vert(LL) n/a - n/a 988 M1120 248/190 TCDL 15.0 Plt. Metal Increase 1.33 BC 0.07 Vert(TL) n/a n/a 999 BCLL 0.0 Lumber Increase 1.33 WEI 0.18 Horz(TL) -0.22 6 n/a n/a BCDL 10.0 Rep Stress Incr YES (Matrix) Weight: 28 lb Code FBC2001 /ANSI95 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc puriins, except end verticals. BOT CHORD 2 X 4 SYP N0.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 5 Max Horz 5= 175(load case 2) Max Upliftl=- 236(load case 2), 3=-261 (load case 2), 4= 529(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5- BOT CHORD 14=401115,34=30115 WEBS 24=- 3481590 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =10ft; TCDL= 9.Opsf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Bearing atjoint(s) 5, 1, 6, 3 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss t0 bearing plate capable of withstanding 236 lb uplift at joint 1, 261 lb uplift at joint 3 and 529 lb uplift at joint 4. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 7) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-2=-90,2-3=-90,1-3=-20 Drag: 1 -5= -20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-2=142,2-3=142,1-3=-12 Horz: 1-5=-96,1-2=-160,2-3=160,3.6=-96 Drag: 1 -5=-12 3) 1st unbalanced Regular: Lumber Increase=1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1- 2 = -90, 2-3=-30,1.3=-20 Drag: 1 -5= -20 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 11-2=40,24=90,11-3=20 Drag: 1 -5= -20 r I Safi srnbo is u8�d tE> attrtcli yQU .a 9ttt�. S t.1NVOt. E9%, ► ' Mr- Cpt ®tle[tiesi get` opera#tn = d t HIB -91 Summary Sheet .. • • • • . • ... •00 0 COMMENTARY and RECOMMENDATIONS for : ' : HANDLING, INSTALLING & BRACING METAL '• 'TRUSS PLA MOTITUTE 583 D'Onotrio Dr., Suite 200 PLATE CONNECTED WOOD TRUSSES® Madison, Wisconsin 53719 (608) 833 -5900 ft is the responsibility of the installer (builder, building contractor, licensed personnel in the woodtruss Industry, butmust, duetothenatureofresponsibilities contractor, erector or erection contractor) to properly receive, unload, store, involved, be presented as a guide for the use of a qualified building designer or handle, install and brace metal plate connected wood trusses to protect life and installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility p ro p ertV. Theinstallermustexercisethesamehighdegreeofsafetyawarenessas for damages arising from the use, application or reliance on the recommendations with any other structural material. TPI does not intend these recommendations to and information contained herein by building designers, installers, and others. be interpreted as superiortothe projectArchitect's or Engineer's design specification Copyright ® by Truss Plate Institute, Inc. All rights reserved. This document or for handling, installing and bracing wood trusses for a particular roof orfloor. These any part thereof must not be reproduced in any form without written permission recommendations are based upon the collective experience of leading technical of the publisher. Printed in the United States of America. w 0 11 TRUSS STORAGE F_r , s. i 8' -10' 8' -10' !dill Trusses stored horizontally should be sup- ported on blocking to prevent excessive Trusses stored vertically should be lateral bending and lessen moisture gain. braced to prevent toppling or tipping. p kNGEt Q too airs huncl�ee u rF h unless WARNINt Day n break banding anti[ Instatta4 ' � I tioit to . bundtetrusses b the bands: * 441 A -. s QANGE Warn qr ttusses wh ar@ In � W1�RNtN+r: tad not use damagedtrusse�k ftatsextei »etdangsr�u$a�nrtshdubsatrtct prohibed Frame 1 t WARNING F r►'cab1�•cain o WARNING; �Ja ncrt lift stngf #[uses witispans . hbaks to Inn # fie MECHANICAL or less .; . or less ' INSTALLATION e . . • 00, 000 Tag Approximately Approximately Tag !� Line '/2 truss length '/s truss length Line Truss spans 0ine34.: : :. tiffing devices should be connected to •': : hi truss top chord with a closed -loop Spreader Bar ' "' ' ' ' attachment utilizing materials such as Strongback/ p slings, chains, cables, nylon strapping, SpreaderBar 10, Toe In etc. of sufficient strength to carry the Toe In weight of the truss. Each truss should be set in proper position per the building / 7/11 designer's framing plan and held with Approximately the lifting device until the ends of the Approximately 1 /2 to 3rs truss len th truss are securely fastened and tempo- Y; to �/, truss length ' Less than or equal to 60' rary bracing Is installed. Greater than SpreaderBar 60' Tag Line Tag Line Strongback/ SpreaderBa4ss 2 /3 to Y4 truss length f 10' 10' I Tag Tag Toe In Toe In - At or above mid- height imately �� Approximately len th yJ` Less than or equal to 60' Lie Lie Greater than 60' 1 21 �AtTICN Tem�traI�raninslni Il#11f1ti l adtt�it that "cat A i� Iruss� w�i�ttanlif[guraitict $ registBretitelssna� �anil w WOCA � 's�cartge±l5neit sr dns i eng il� =, ma feat acl l > t�4 GROUND BRACING:BUILDING INTERIOR IGROUND BRACING: BUILDING EXTERIOR z GBp,�� Top Chord : Typical vertical End Wall Sid A . 5 LB attachment Plan Blocking r Ground brace vertical (GOV) �-- H � _ _ % . Brace - � �ToP Chord B V Ground :� -... .- - ,.. ... ,. ' — vertical* (GBV) y Ground brace — - - -- diagonals (GBD) f > t st hues of braeed group of trusses: Ground brace g r F brace (EB) vertical (GOO around I r brace \ 11russof bra Ground brace t1 wt lateral (LBG) group of trussa \ lateral (LBG) Ground brag at� ! y f End brace (EB) diagonal* (GOD) Note: 2nd floor system shall have capacity to support adequate ca PPcrc ground] swc a ±/ Backup , ! ( s n \� _1 2nd floor ground i S stake i Driven Typi ontai tie member with tat fOw ground stakes - °' multiple stakes (HT) - � ��' �I�E1TfQN =� GG�c��c bra+�tt� cequ�re� fa�l� tns�alta #inns -� Frame 2 h ` ' ' ' • ' • • • • TOP CHORD • :TOP :CHORD DIAGONAL BRACE e 12 MINIMUM LATeRA ARACE SPACING (DBS) a or greater SPAN PITCH SPACING(LBS) # trusses • • up td • . • 41'2 • • 8r • • 20 15 Over 3R'- 40' 4/17 . ; 10 7 Over 60' See a registered professional engineer x! DF - Douglas Fir -Larch SP - Southern Pine k • • • i Hf - j*Vin • F1► • i • • e • • SPF - Spruce -Pine -Fir • ..• e . • • s. . 000 • • • • 000 • • • • • • Cont i nuous Top Chord k ` W All lateral braces Lateral Brace lapped at least 2 Required trusses. �- 10" or Greater Attachment Required Top chords that are laterally braced can buckle, together and cause collapse if there Is no diago a nal bracing. Diagonal bracingshouldb.nail.d to the underside of the top chord when purlins are attached to the topside or the top chord. PITCHED TRUSS www TOP CHORD :w MINIMUM TOP CHORD DIAGONALBRACE PITCH LATERAL BRACE SPACING (DBS) 12 s SPAN DIFFERENCE SPACING(LBS) # trusses SP DF I SPF HF UD to 28' 2.5 7' 17 12 /4 Over 28'- 42' 3.0 6' 9 6 s✓ Over 42'- 60' 3.0 5' 5 3 \ Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF Spruce- Pine -Fir \3° Continuous Top Chord All lateral braces \ \�� Lateral Brace \ \\ Required lapped at least 2 I trusses. 10" or Greater Attachment — Required —� V . Top chords that are lateralF braced can buckie togetherandcausecollapaeifthereisnodi ago• net bracing. Diagonal bracing should be nailed Ot r �ry to the underside of the top chord when purlins -y are attached to the topside of the top chord. SCISSORS USS Frame 3 — -- 4 or greater i _ l x j �; . • • - : • • • : BOTTOM CHORD • . ; BOTTOM CHORD DIAGONAL BRACE •: MINIMUM LATERAL BRACE SPACING (DBS) SPAN PITCH SPACING(LBS) [# trusses] / 1 � �' ,' � • � .' . • Up to 32' 4112 15' 20 15 • • • • Over 32'- 48' 4112 1 15' 10 7 � 45p i i • • • • • `• • f • Over 48'- 60' 4/12 1 15' 6 4 ew \ Over 60' See a registered professional en ineer j DF - Douglas Fir-Larch SP - Southern Pine • • • • . . HF - Hem -Fir SPF - Spruce - Pine -Fir 3 • • % • • • • • �' All lateral braces lapped at least 2 , trusses. NI Bottom chord diagonal bracing repeated`_. z at each end of the building and at same spacing as top chord diagonal bracing. BOTTOM CHORD PLANE \ Cross bracing repeated 'o at each end of the building and at 20 Intervals. o Permanent continuous r _ lateral bracing • q ,/ i - _ as specified by the 45 `; truss engineering. o � r WEB MEMBER PLANE Frame 4 r TOP CHORD 2X4 /2x6:DAi;AMU. . : • ; CoAinuous �. • Chord • • • ; • T TOP CHORD DIAGONAL BRACE CHoRb "IrFlUS$ : Laal Br ter — -- MINIMUM LATERAL BRACE SPACING (DBS) • • a Later ired i { SPAN DEPTH SPACING(LB #truss es] Top chords that are laterally braced can buckle ^� S P I D F S P F(H F togetherand causecollapse ifthere is no diago- 10" or Greater! Up to 32' 30" S. 1 1 0 nal bracing. Diagonal bracing should be nailed 0 00 to the under"Ef thetoplhord ^** pLMlhs • • • Over 32' - 48' 4Z i 6' 1 6 4 are attached to t je topsjloof the top thor • • • i / t Over 48' -60' 4W 1 5' 1 4 2 •i• ••• i•• •i• •• s s s Cover 60' See a registered professional en ineer Attachment DF - Douglas Fir -Larch SP - Southern Pine Required HF - Hem -Fr SPF - Spruce - Pine -Fir • • • • • • 0 • 0 08 / • • • ... • • • • :20'(pe • . . • ,• \ SP02' j' 30" or /i greater Alf I x braces lapp atiea iv trus 41 +» The end diagonal brace fi f jt or cantilevered End diagonals are esseMiA# trusses must be stability and must be duplicated grlr placed on vertical both ends of the truss system. webs in line with v : the support. r ' . 4x2 PARALLEL CHORD TRU CHORD Continuous Top Chord Top chords that are laterally braced can buckle Lateral Brace together a nd cause collapse ifthere is no diago. Required -- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purllns 10 or Greater are attached to the topside of the lop chord. ! �' Attachment 1y Required L l� 3 0 , �p$ ,y tg t�p � 2� O. /� =may Trusses must have lum- ��- ber oriented in the hori- Ali lateral' r zontal direction to use braces lapped- this brace spacing. at least tV trussed End diagonals are esserrtIk for ;` stability and must be duplicated oetf both ends of the truss system. Frame 5 1 ... . .: . off • • 12 3 or : 1:0P ZMAD 4RV : � C greater �TdP CH • e IA NA BRACE MINIMUM eleATBRAL BRACE WACING (DBS) SPAN PITCH SPACING(LBS) [# trusses] t \ 4,1 P /DF SPF HF ' y y U to 24' 3/12 • ' 8' 1 •18 Over 24'- 42' 3/12 • • • 0 7' • o ld. 6 \ Over 42'- 54' 3/12 • • • • 6' • 6 • Over 54' See a re istered rofesn sneer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir %PF - "ruce -,Fir . • • • • • • • • • • • r`p 0 • • • 0 6 : • • • • • ry� eg g �\�� \\ \ �\ • • • • • JyQ \ \� �\ All lateral braces lapped at least 2 trusses. Diagonal brace \ \\ also required on end verticals. \ Continuous Top Chord Lateral Brace Required z Top chords that are laterally braced can buckle \ - �— togetherand cause collapse ifthereisnodiago 10" or Greater nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord ofd ...• - Attachment MONO TRUSS Required VitARNING3 is irttreio #oi ►ov�these ommendationscoutdresutti 'r .. �sever� person$E i��`�! or damage t� tr ` t v{ k INSTALLATION TOLERANCES Bow Length L(in) ............................ ....:........................ . PLUMB D(in) D /50 D(ft) T .......... ........................ . 12" 1/4" 1' r Lesser of 24" 1/2" 2' ±'/ 1./200 or 2" 36" 3/4" 3' 48" 11. 4, 1 60" 1-1/V 5' ►c-- L(in) I s L(in) 1 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' Truss 108 2" 9' Depth D(in) Lesser of Lesser of U200 or 2" D/50 or 2" L(in) L L(ft) L(in) L/200 L(ft) Maximum Plumb 50" 1/4" 4.2' 200" 1" 16.7' Misplacement Line 100" 1 2" 1 8.3' 250" 1 -114" 20.8' 150" 1 3/4" 12.5' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. r DANGER:_° Under; noF circumsfancesr should WARNING Da nofcuttrusses s construetiorttoadsotanydescript tonbepiadecl - on unbraced trusses Frame 6 r • • ••• • • MIAMI -MADE • • ff• f • • • ••• _ MIAMI -DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) , METRO -DADE F LAGLER BUILDING PRODUCT CONTROL DIVISION ': : :� 1(. Si FL.AgtZRATREET, SUITE 1603 NOTIE OF ACCEPTANCE (NOA) 040 : • • : • • E306) 3754901 o FAX (305) 3752908 •• • • • of •ff o f United Steel Products Company. ' f :.: :::: % • . 703 Rogers Drive. ' ' ' ' ' • Montgomery, MN 56069 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. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this material material fails to meet the requirements of the applicable building code. p or 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: JL, JUS, SKH & HJC. Joist Bangers. APPROVAL DOCUMENT: Drawing No. HJC/ JUS/ SKH/ JL, sheet 1 and 2, dated 03/20 /01with no revisions, prepared by United Steel Products Company signed and sealed by T. A. Kolden PE, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDCPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 01- 0327.04 consisting of this page, evidence page & approval document mentioned above. The submitted documentation was reviewed by Can ' ont PE. NOA No: 06- 0601.03 Expiration Date: June 04, 2007 Approval Date: July 20, 2006 Page 1 i • % •• e • • •• •. United St4d Produ4tsi Company: .. ... .... .. •. • • • . • . - hQTkE 4 ACCEPTANCE: EVIDENCE PAGE •• e.• .• . • . e .. A DRAWIII &::::': •• 1. Drawings prepare&by bAitedSteel Products Company, titled "Face Mount Joist Hangers ", Drawing No. HJC /JUS /SKH/JL, sheet 1 and 2 of 2, dated 03/20/01 with no revisions, signed and sealed by T. A. Kolden, PE. B TEST Test reports on wood connectors per ASTM D1761 by Maxim Technologies Inc., signed and sealed by S. L. Muschinske, PE. Report No. Wood Connector Direction Date 1. 3013 -71 -3301 JL Series Upward & Down 01/12/97 2. 3013 -71 -3301 JUS Series Upward & Down 01/12/97 3. 3013 -71 -3301 SKH Series Upward & Down 01/12/97 4. 3013 -71 -3301 HJC Series Upward & Down 01/12/97 C CALCULATIONS 1. Face Mount Hangers Series Calculations prepared by T. A. Kolden, signed and sealed by T. A. Kolden PE.on 04 /12/97. D STATEMENTS 1. No Financial Interest & Code Compliance letter issued by Thomas F. Devening PE, signed by T. F. Devening PE on 04/12/97. 2. Letter of No Change issued by United Steel Products Co, dated 05/02/2001 and signed by T. A. Kolden, PE. 3. Merger Documents issued by the State of Minnesota on 02/14 /200 and signed by the Secretary of State, M. Kiffineyer. 4. One time approval letter issued by Metro Dade County on 06/20/05, signed by C. F. Font PE and accepted by R. Lutz PE. 0,6 Candi o F. ont PE. Sr. Product Control Examiner NOA No 06- 0601.03 Expiration Date: June 04, 2007 E -1 Approval Date: July 20, 2006 PRODUCT STEEL DIMENSIONS Cin.) FASTENER SCHEDULE ALLOWABLE LOADS (tbs.) GENERAL NOTES CODE GAUGE V H I D A HEADER JOIST DOWN UPLIFT A IFT 1) STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 333 L.O.N. ' AND A HINIMUN GALVANIZED COATING OF 0-60 HJC 6 • •! 5 7/8 5 3/8 3 114 I t 314 C16) 16d CIE) Wd 2245 1550 23 FASTENERS ARE COMM WIRE NAILS UNLESS OTHERWISE NOTED • HJC213' • 12 5 H8 ' 40 3 1/4' 1 3/4 C20) 16d (14) 10d . 2805 - 2015 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED B A SHORT TERM • • • • • DURATION FACTOR OF 33Y. FOR WIND LOAD CONDITION. NO FURTHER INCREASE ALLOWED.- i • • I "Fz ;pad is f8r to'&t of hip at 45 degrees and Jack at 90 degrees combined. 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM • • • • e • 2 Mtrdro* #Wader thkkness • shall be 2 inches for 16d naffs. DURATION FACTOR ' 3 Allowable DOWN lo6d Ustell is at 1DOX Duration of Load 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS • • • • • • • • • FOR WOOD CONSTRUCTION 1991 EDITION L 1993 ERRATA, FOR • SOUTHERN YELLOW PINE (G= 0.55 OR BETTER) L TEST PERFORM • • • • • • • IN ACCORDANCE WITH ASTM D1761 ••••• • •• 0.000 •• 0000•• � • • • • �� 0000•• 0000 HJC TYPICAL HJC INSTALLATION PRODUCT STEEL DIMENSIONS (in.) FASTENER SCHEDULE ALLOWABLE LOADS (tbs.) CODE GAUGE W H D A HEADER JOIST DOWN UPLIFT F: OWN ii' roo f1R }fln I3C N,i1hl JUS24 18 1 9/16 3 1/8 , 1 3/4 1 C4) 10d' (2) 10d 645 N/A :sA ?I „_ MAY JUS26 18 1 9/16 4 13/16 1 3/4 1 • C4) 10d ' C4) lOd 840 ' 860 - . _ JUS28 i8 1 9/16 6 11/16 1 3/4 1, (6) 10d' (4) 10d 1065 860 E610 �� _. lt§ f'.F t:'i L i•1t:I - JuS210 • 18 1 9 /16 7 13/16 1 3/4 1 CW 10d C4> lOd 1290 '' 860 I Specified Joist malts shall be installed at 30 to 45 degrees horizontally such that they ' penetrate through the end of the Joist and into the header. 2 Minimum header thickness shall be 1 3/4 inches for 10d molls. ' 1 3 Allowable DOWN toad listed is at 100X Duration of Land. - UNITED STEEL PRODUCTS CO 4 Uplift Loads listed as N/A had uplift capacity less than the required 700 pounds. 703 ROGERS DRIVE A MONTGOMERY MN 56069 FACE MOUNT JOIST HANGERS DATES J3.3%?9L43_ THOMAS A. KOLDEN, P.E. DRAWING NUMBER: H,& /_lVX6Vb /JL CIVIL NUMBER FL #50899 SHEET NUMBER= TYPICAL JUS INSTALLATION MAXIMUM OVERRAN66 : : •:• • .. • • •• 3 •• • .. 0 • 00" 000 •• • • • •• 0 Sx • •' • Z 00 0 0.0 00 OVERHANG N COP LEDGER BOLTED TO THE TIE BEAM (BY BLOB) (MAY bE 0MIT FM D.N.: 24 OVERHANG WITHOUT RETURN OVERHAND WITH RETURN GRADE OF 10 PSF SOFFIT 2 P SOFFIT LU1*8t 2X4 2X8 2X4 NO2M 19 SP 2 - 8 - 3 3 - 10 2 - 6-3 4 -2-9 . No2 19 SP 2-9-15 '+ 2- 10.0 4 -4-11 Nom 19 SP 3-8-2 4-4-7 3-0.0 44-12 Na No 19 SP 3 4 - 5 - a 3 A- 8 - 11 Nal 19 SP 3-1 -11 1-7 -15 3-0.0 4.9 -t3 NM 10 19 SP 3-3-0 4-9-19 3-1 -8 4 -t0 -t5 NDSS 19 SP 31-4 5-0.0 �•p0 d - 9 - t3 SS 19 SP 3-3-0 5-1 -t• g kt0 -t5 F_ ( ; SS 19 sP 3 5- ?-6 2 -IS 4 -11.15 REMBERTO CON i REFERS:; F Consulting Engineer Ciyill Ct 30 N.W. 87 Avenue,-tRt I. DESIM CHECKED FOR IN MPH LOAD. Miami, Fl. 2. STRESS U REASE • Phone: (305) b VDISM GRAM OF LUMBER: LQADM 0`611 0 ftOMAU MM (F!odda PE T.C. 2 x 4 No. 2 19 9P TOP 30 15 CODE 2001 , S.C. 2%4 N•. 2 1S SP BOTMU 0 10 f •hs 2x4 No.3 18 SP :24'0.C. r STRUCTURES USA, INC. NOV 3 '0 2004 (SOS) 74045077 AWROM wR STRUCTURES U&S, SRC. •wE 0118M a GUIRMY ALL MM os sTgL QoNN�T01li' Fro Nan•: MO&MM 04dwo (Nov 20-". • % .. % .. 7' W CORNER ET• " i i Tor max • V. s • • . s CORNERJACK e • • • • • . . •• • • . •. .. •e COMMON JACK • . • e • • • (TYP.) • •. • • • • . • • • • • • . • U Iii i� T-W JACKS TOP CORD CONNECTION: Garner Jacks - USP - RT3 PARTIAL ROOF LAYOUT 7' -0" JACKS - USP - RT3 5' " JACKS - USP - RT3 NAIL of LOADS. -0 (ACCORD � TO NATIONAL DESIGN SPEC. 3' -0" JACKS - USP - RT3 FOR GROUP It SPECIES (S_Y.P.): 1' -0" JACKS - USP - RT3 2 10d � =941b. ( 12 USP HANGERS DESIGN LOADS. Min. P = 1 (ACCORDING, TO MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE I PRODUCT Max. P = 6.5 CONTROL DIVISION): RT3 HURRICANE CLIP = 3651b. (Uplift 133 %) wr(8) 8d x 1 -11T NOA No. 02- 0128.05 CLPBF BUTTERFLY HANGER = 815 Ib. (Downward) wJ (15) 6d NOA No. 01- 1015.02 SU26RIL = 665 Rs. (Up#ft 133 %) & 1.081 tb. (Downward 125 %) w! (6) 16d to Header & 2 x 6 STD. HEEL (6) 10d x t lir to oW NOA No. 02 -0719.02 HT. MAX. x 3 t.1AX1MUN ALLOWABLE LOADS: ,PACK SIZE 1 BOTTOM CORD CONNECTION: T.c. (N ode (13 Corner Jack 5H) 5th 65 5 r UPLIFT (133 %) 365 ib 365 tb 365 Ib 365 lb 365 !b Comer Jacks - Simpson - SU26UR ROOF (125 %) 365 b 365 ib W5 1b 365 lb 365 lb T Max, 7'-0" JACKS - USP - CLPBF B.C. (Node 31 Corner Jack T-(r 5'-0° 3'-0" V -0" 5'-0" JACKS - (2) 8d NAILS UPLIFT (133 %) 665lb oo 1b 2(j 7 1 — b 2(i ib 2 8 Ie 3'-0" JACKS - (2) 8d NAILS ROOF (125 %) 1.081 m 815 S1 195 fb 195 lb 195 lb 1'40" JACKS - (2) 8d NAILS COMMON JACKS NOTE: THIS DESIGN HAS BEEN CHECKED FOR 146 MPH WOO LOAD_ WALL HT. 10 FT MAIL PROVIDE FOR UPLIFT AT BEARING WALL CONNECTIONS 925 tb. STRESS INCREASE = 33 %L 0 00 f MINIMUM GRADE OF LUMBER: COALING (PSF) =- L D FLORIDA BUILDING 2UU5 T.C. 2x4 N0.2 t4 SP TOP 30 15 CODE 2001 A1�11 B.C. 2 x 4 N0.2 19 SP BOTTOM 0 10 N li 'Nabs 2 x 4 N0. 3 19 SP SPACING: 24' O.C. ' REM13ESTO CONTRERAS, STRUCTURES USA, INC. Consulting Engineer`Civll /Structur. 30 N.W. 87 Avenue, #C -101. FL 33172 740 -5077 a Phones a Miami 6 21522) 7 (300) (F!orida P.E. 21522) -wE ANN & SUPPLY ALL MW OF STEEL eoraEe,roa- Fie Name: Hanger Cale - Corner Jaa Set 7 ft (Nov 8 -05)-)ft .: • STANbARD ROOF VALEEV �STAIL• • • • s •• •• • • • • •• g • •• • •• : : : :` 4x4 • : ` (4) • :.See %040 •(�h WnqxnINGL Strop O 46" o.c. see not* below �c) • • • • • • • 54 spl. (typ) - 3x6 spl. (typ) Supping trusses at 2' -0" o.c. max NOTES: VALLEY 7N sm (a) Provide continuous bracing on verticals VALLEY ARA` over 6' - 3". Connect bracing to verticals w/2 -5d nails and bracing must be tied to a fixed point at each end (b) Max. spacing for vertical studs– 8' -0" PARTIAL ROOF LAYOUT On trusses with spans over 24' -0" the vertical should be spoced• at 6' -" o.c. max. (c) Conn. for wind uplift w/ min. 1 1/4 16 ga, twist .strap at 4' -0" intervals w /4, 10d no11s each side of strap. 12 Max 100 mph wind. speed, IS* -0" max 'a pitch wall height. Supporting Truss 4 to 7 Willey trusses at 2' -0" o.c. max. IL Nana PibYWl *ANNBf SW bs exNuM below vaft 6" wedge nailed t/truss w/2 -8d toe nolls tcH Pnvide qpdag for or bevel cut bottom chord of volley truss. �� tnnses 1. OESION CHECKED MR 149 MPH (ACCOaDwo TO NATIONAL DESIGN sPEC•) REM BERTO CONTRERAS, P.E. WND LOAD. �oROUP0SPECES(S•r.P): ConSUitin Er1�h,t�i.i w1viljStructura 2. STRESS H " 33 %. 9d COMMON HAMS - 79 h Memo] 10d COMMON NAL11 94 b. (9hm) 30 N. W. .C. 2 x 4 No. 2 199P TOP 30 1s CODE 2001 i B.C. 2 x 4 No. 2 198P BOTTOM 0 10 Web 2 x 4 No. 3 199P - 24' O.C. ST - = r STRUCTURES USA, INC., INC. '' ' �'' (Cos) 1F•No -4114117-F REMB RTO Cc�� � p E arc. -ws srrsatr a suIPIRe.Y ALL icnw or sTM aonNac>'oas- Consu0gr". " Fr• Nano: SW Ro" vN•y D"•N 01m 29'K*.vk FL 33172 sled: SM Rm1V",•y Miami, Phone: (305) 667 -6797 Nov 3L 0 2004 (F!orida P.E. 21522) STANDARb LATERAL WE& QRACIN&:• ... . ..... . TRUSSES O 24" O.C. IYP. 1x4 or 20 LATERAL BRACE ' R T1119P.9ESIGN VATH 2 -10a .•• •,• •4 Q�.*? FOR FORCES • • • • • • t' ESS'O % 6 b 00 b& REQUIRES 2x6 03 OR BETTER. . . ......... . ... -- PROMDE X– BRACING AT 20' -0' INTERVALS FOR WEB FORCES UP TO 2309 lbs. AND AT 1O' -0' FOR FORCE GREATER THAN 2509 lbs. ENO OF BRACING MEM. SHALL RIGID PONT OR XC BRRA ED AS NOTED LATERAL BRACING D E TA I L ON THIS DETAIL. ALT. LATERAL BRACING DETAIL TRUSSES O 24` Nail np � `"�— O C. rfP. M led oA. T -BRACE SM GRADE A8 WEB E 0.0. O f T- Pw T-Wr Sim • Al Of Thm P s 1 NOTE: ftowis of BRACE MUST BE - 90X THE LENGTH Web Size 2 . 1 OF THE WEB. 2X4 1x4 2x4 THIS DETAIL IS TO BE USED AS AN 2) y 2�a6 ALTERNATE FOR CONTINUOUS LATERAL 2x� 2X8 2X8 BRACING. (ACCORDIMG To NATIONAL DESIGN SPEC.) FOR GROUP II SPECIES (S.Y.P.): 10d COMMON NAK.S - 94 Q (SNMr) 16d COMMON NAILS -107 b. (SIW ^ ' +,• MINIMU GRAC OF U It LOACING ) i # _L Q. T.C. REFER TO SEPARATE TOP F CODE 2001 ' _ L S.G ENGN4EER9JG DWG. 80T70M w4ft SPACING:24'O.G STRUCTURES USA INC. ` L `f NOV 3 A 200 (305) 74041177 REMBE N' k&RE , P.E. � 1" 068 a "MY � 101140 0P *TM 0014 "0tTO11{• col SUltin����UQE611s�A. )NC. He N.mi: Std Labrd Web &m0 (Na 294K. Sh ea f SW LOWO Web &0*w Miami, FL 33172 Phone: (305) 667 -6797 (Rorida P.E. 21522) Miami Shores Village I v Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 C� Tel: (305 Fax: (305) 756.8972 BUILDING Permit No DEC 2 1 PERMIT APPLICATION 2006 aster Permit No. FBC 2004 BY --- - - -- -- -- - - - -- Permit Type (circle): uilding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Title older) ( J L T !U 141,1 C_ Phone # Owner's Address �'D �l1 LcJ q 3 k2 o 51 City "414 ! S'4-0 tate r—L Zip - j 3 / Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 17 L/V IL40 k— Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square J Linear Footage Of Work: Type of Work: nAddition ❑Alteration EINew ❑ Repair/Replace ❑ Demolition Describe Work: T(2 c t S5 e 5 Submittal Fee $ Permit Fee $ 3 0' CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortg ee�. City State Zip r: Application is hereby made to obtain a permit to do the work installations as indicateh. I certify tkat.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the stad,dards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL )kORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... 'A' OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of . 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: y Plans Examiner Engineer Zoning (Revised 02/08/06) Miami Shores Village Mo 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 m c Phone: (305)795 -2204 Fax: (305)756 -8972 � Permit Permit Status: APPROVED Issue Date: 3/27/2006 Expires: 12/31/2006 Permit Number: PL -3 -06 -732 Owner's Name: MILTON MIZELL one: (305)758 -1836 Permit Type: Plumbing - Residential Parcel #: 1131010170020 Work Classification: Gas Block: Lot: Job Address: 80 93 Street NW Section: PB: Miami Shores Village, FL 33138 - Contractor(s) Phone Primary Contractor Total Square Feet: 0 AMERIGAS PROPANE AND SUBSID 305- 883 -8600 Yes Total Valuation: $ 2,000.00 Comments: Re uired Ins ections TWO PROPANE GAS TANKS Press Test ROW Final Additional Information Type of Work: GAS Type of Piping: Additional Info: Bond Return Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work . stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $1.20 PL -3 -06 -24214 $189.10 Education Surcharge $0.40 Total: Permit Fee - Additions /Alterations $180.00 Scanning Fee $3.00 FEB PAID Technology Fee $4.50 Total: $189.10 �Gv Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature - Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING MOO VT Permit N o. 9106- PERMIT APPLICATION MAR 2 1 6 . ter Permit No. FBC 2001 BY. _ -- Permit Type (circle): Building Electrical Plumb* n Mechanical Roofing Owner's Name (Fee Simple Titleholder) ���i. -T� s' I tZ�z t. Phone # (3p c, - 7 6 l'' -1 k 3 b Owner's Address 0 ki, Cih ir1�.l� SOSLZZI State t't- Zip 331 r0 Tenant/Ussee Name Phone # Job Address (where the work is being done) k Aj. %,V ej'3 S_j City Miami Shores Village County Miami -Dade Zip '33(5`O Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State - Zip Qualifier7C -> State Certificate or Registration No. Certificate of Competency No. 77 e.4 7 Architect/Engineer's Name (if applicable) MA, L4__- (fA,4AC3 Phone # .� � r Q c� $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition [! Alteration ❑New ❑ Repair/Replace ❑ Demolition 1?escr' work: Gar - Ce9 , cam- Submittal Fee $ Permit Fee $ CCF $ - Z. CO/CC. Notary $ Training/Education Fee $ .4 Technology Fee $ - Scanning $ 0 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ ( V (Continued on opposite side) + s Bonding Company's Name (if applicable) Bonding Company's Address city State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature ' �f.1lC ,- S Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 200&, by Mrffm 1412-el day of 0i� , 20 ( by� � who is ersonally known o me or who has produced who is personally known to me or who has produced - M- b As identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC• NOTARY PUBLIC: Sign: Sign: Print: em t ' e Y z-1 a rJ z Print: My Commission Expires: r ti �.. E M. FEFOANDEZ My Commission E * w r s` �.: MY Ct)MMI I # DD 406CI � EZ it f" 2(109 9oncNd 11+tiry Pine Undenn4era APPLICATION APPROVED BY: Z �z -� j Plans Examiner Engineer Zoning chc 05/13/03 •• i u' DETERMINE NORTH • .... • ?moo ,�,� _ • t tom& t�T , Z Si E Soso • • • • "�'�`'�' r� .. ! eriG7s L G 00899 • ,• • ' I D052 NW 89 Ave., Medley, FI 33178 ,-� Tv. '.l Zr-Jou -8 fl0 Eax � DATE. inSED: _ --� P, I L SCALE: K (S DRAWN BY: /NF2/ CIS F . APPROVED BY: t AFFIDAVIT: , • � � atstatraton sha! comply with NFPA 54, NFPA 58, 4 6 9 O as wel a5 al state & focal codes and regu"ons. CA P GENERAL SITE PLAN I Page ,L. of So aft" Of Qum ` 1 1 1 PRINT NLA . •"--i i [x Swum to and subsmbed Wore nw ttus :21 day of M zoos p` try MY COMMISSION # 406471 a (S EA f PersmaHy lm..wn:_ or P -ucei id m: Ft - r - • . . • • • . goo SHEET ? OF ' w • •w• .,p • • • • • w • • •w• •• i IN � y IN r A0 7 / PtQ1vrE rL 3.L /¢.37 �V N S 9Z y 0 . 7 5 ti � tj 9 m A 6; 6:7 Ad Lp o. e 'er Yz l MAIL TO: PHONE (3415) 221 -3416 92 35 S.W. I t "' St. FAX (305) 553 -99413 MIAMI. FLORIDA 33165 SEE THE REPORT OF BOUNDARY SURVEY. LANDS DESCRIBED IN PLA I' HOOT: 41 AT PAGE 71 , MIAMI -DADS COUNI FLORIDA. TIIIS SURVEY MAP IS NOT VALID WI THE SIGNATURE AND ORIGINAL RAISED SEAI, OF THE FLORIDA LICENSEI) SURVEYOR AND MAPPER, THE SIGNAITJ", tVNV SEAL CAN BE FOUND A i' 'I - I IE FND 01: REPORT. THE MAP AND REPORT ARE NOT COMPLETI', WH HOI1T Ti fl OTHER. N.W. 93 STRE 2 r.n.n. W w 76.72 7 73 79 73 73 75 73 L 1 Z) Z 39 ® „ - n �' da i W �I 4 1 3 p 4 5 6 7 8 J Q F-i a s • 16 15 1 m. a 12 11 m 1 0 9 �I a • s '� 13 a e � m m m �� do Z 76.79 73 73 73 73 73 73 73 N.W. 92 STREET Masonry P Wood Fent LEGFiND & SYMBOLS A -- ARC LEN FH R -- RADIUS BM -- BENCH MARK T .- TANGENT PWRMAN -- ?OXVERiR \SFOR \IE:R C _- CHORD 5VV - WATER VALVE DELI UCEhTRAL ANt;LF) WM --WATER METER h1E.1S •- MEASLRED P&T - E'C)WFR CTELEPHC)NF. L(tFS ; ViH 5I aNHO L LID C P - •• I CAL CULAT ED CB r ATCfi BASIN i PG,' P R.V \SEA ?C011'Ki L CO FFXN -0 0VF 1 PORT S PRM -• PERFIA+£ENTREFERENC : i LL �.FSTERLFtiE 1 MONUMENT C IIS ONCRETE BLOCK STRI 7 - RE PC -_ PO N OF CURVE CLP CONCRETE LITE POLL ONC ONt REfiE :V R'V6 -- RIGHT OF AS' CO •- FLORIDA POD \'ER t 1,16,111 BNI •- BENCH MARK FPL FND EP - FOUND IRON PIPE EL - ELEVATION BASED C­\ E'.)2t) s CLR - CLEAR FND IR •• FOUND IRON ROD { C_' F •- CHAIN LINK FENCE ENCRO •- E%CROACHMENT ^} WMF -- FIRE NIESH FENCE IJ\ TYP •- TYPICAL (FOR SEVERAL) DH •- DRILL HOLE N. A - NOT APPLICABLE P_O B -- POINT OF I BEG ati N11) NAIL S DISC .. AKDC!•-P®Eh7UF yfh NVEVEi *•F• CTYNION -• C OL'NTYMONVAIEtiT C N1 •C(}1tF�," mvti%w>IBI.T• PRG S-- - P. \R SPAt - F - { • SA4 :W%- F@kNmrAIlS' Sj*tR • • H C PF �, FIRE F {,4DtC�5P P: \Rti1ti ; • W"! WOM? FENCF. U6 tTILt75 EaSE�lE ?' J.00A.TE&:IN • • . • . LAG E 06 ��i* SHORES. �1c1'IA44 -DADS COUNTY, FLORIDA , - - L@CA 7lQ1V':914ETIkH LOT DETAILS .S(:AJ, j I d'"' 150 FEET SCALE: I INCH lS FEET . Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To MILTON MIZELL Invoice Number: PL -1 -08 -30660 80 NW 93 ST Invoice Date: January 02, 2008 MIAMI SHORES, FL 33150 -2233 Permit Number: PL -3 -06 -732 Return Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 aff Woe .,.. ,.. .; ...- ..... .. . it ... ✓ ....... Date Fee Name Fee Type Fee Amount 01/02/2008 Revision Fee Calculated $35.00 01/0212008 Scanning Fee Calculated $3.00 Total Fees Due: $38.00 IJAN L PAID �v 1 Wednesday, January 2, 2008 14 � Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING CEIV Permit No. r yG _Z Z . PERMIT APPLICATION DEC 8 zoQ� aster Permit No. `'L �� 7L FBC 2004 �Y: Permit Type: Plumbi Owner's Name (Fee Simple Titlehdlder) / ,J Al Phone # 3 0 j`- 119y 6 - Z 2 Z Owner's Address (� .t /-W City w],►g.w., - State Zi Tenant /Lessee Name Phone # E-MAIL: l� 3 Fal��� /GtOI 7de ZO Job Address (where the work is being done) �-(l A) - (V • City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO __ X Contractor's Company Name AX _ 441 Phone # 30 ) -, k '3- cf` cD Contractor's Address !o1)� Z. /(1 & City A4 ,r)s , ' State (. Zip Qualifier Name 9,3 A G ,.. /� + &Lt sd Phone # State Certificate or Registration No. 00 Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if applicable) Phone # v� s Value of Work For this Permit Square / Linear Footage Of Work: Type of Work: ❑Addition []Alteration ❑New ❑ Repair /Replace ❑Demolition Describe Work: RedaSa17�� - �c1 i'of A912& 2L E S x *:c tx kxicx r, ickxxicxxx xk rxxr. r, ic' e x ,r, atr *icrr.xxxr.xr, xt irxrxxic i;xr. r',xxicxix i:x Submittal Fee $ Permit Fee $ CCF $ J CO /CC Notary S Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ x'00 See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection, fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this -.1 `f -0 7 day of 2p b Sign C tr ct o Owner Builder Y Date ORLAN ZStmof who is personally known to me or who has produced Noary Pubk • As identification and who d id take an c CoonE0tf ° /b NOTARY PUBLIC: Not to D r My Commission Expires Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: r, xr. xr. xxx% r.% % % % % % % % % % % % %% % % %r. % %% % % % % % %r. %, %: %% ; % %a'c%r. % % % %r. % % % % % %• XX%%%%%%%%%%%%%%% %• %ie % % % % % %]'( % % % % % %r. % % % % % % % %% APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) _ QETERMINE NG---� ` fi a' `°s' ` i 0052 NW B9 Ave.,.iled!ay, Ee 378 �° 7 'T e l . ,.�v.1 - .;G�3 c7J Fax ,✓y.a -i 4 • • r_. vuAd LE ..... • j� °'�_ DATE: D 21- REVISED: SCALE: DRAWN BY: ...... APPROVED Bl. i - • • . z �. ; AFFIDAV(C: • • 6090 •••• u �`„ i U <z s_� ° This ul5tatidLson shag comply wth NFPA ., NFP,� 58, • • Y as wel as ail state & local odes and regulations. r���° -�� �p� �[ GENERA[_ SITE PLAN Page of 1 ON A ft--+1 i ) ,s— Iril a of QuaTIfier a . C I�ruu —�11 (� t ME f � t�RIPt?' N 1kL +�'' `` ° Swam to and Subscribed before, me this s ' ! day of �,�/ cQ/�GlrC E. M. FERNANDEZ f' o I ; t; � r lRES: March 13 �- O (SEAL; ecn4ed fora "Iogry Pu6fic Unckexr tars 3 n, ,... �,. . [ or P wuc�t tdert frr _ L Z _ I DETERMINE NORTH y ` i Q ,22, b C3 � •� .. u� % as, LPG 00899 . • ,� •.... Q 10052 NW 89 Ave., Medley, F1 33178 • •..•.. � c y � \ Tel. 30 - 388 -8600 Fax 305-884-5891 0 00 1� .o y �t �, `� JOB: (' % L 1 0111 0. "�. .. a ... 0 • � 0 ••..' . �, • C�"� X11 V 1 W V I 000 �- 0 4 0� ..... ...• �� .4 w DAB E: REVISED: •• DH a•. � •• .2� � i�: I SCALE: DRAWN BY: • � .....: •` �7? V� •�' 7'a t:p kvA z [. �� i APPROVED BY: 0: .... (�' x AFFIDAVIT: ' u This installation shall comply with NFPA 54, NFPA 58, as well as all state & local codes and regulations. CL, ,3/.7� moo, o�[ l GENERAL SITE PLAN Paged of y � c v7 Q ter- � � Signature of Qualin PRINT NAME: L2u211fier; Sworn to and subscribed before me this (tom �;4 •' y L� P • �+ R to QS\ L f I � day of t s - (. 1.24.o�� a u l -� •. � - ,`�`NOi'u,,ti�k ORLAN00D�AZ p.. Cv Z� Cu ga - 2.scs1 i A(y.II - 4 O Z�3� —i j by ' - =Mir Commission Expkes Sep 17, 1 ro` ''ti 2 C.*.L l l u'C = Zctlpo 3TuJ (SEAL) Q G # DO yy F,. e�z� caber 2vo�{ - rwl�� — �{u2 - �Z `✓✓) Personally known: - Produced IdentrFcatio " t "SI 1a1 40 Type of identi icfgdon Produced: - - --_ see to V 'Now .. 01111mommorw 17 pEt®"§9sror 72._x! " � :''' MAIL TO: • ••� • • ; ; PNbNF (05) 221 =3.31 .. • • .$ 8 3 ' 9245 S.W. 44' St. •• i i 14X (3o) &!3-9903 MIAMI, FLORIDA 33165 ... :.. :•• • • SEETHE REPORT O1' BOUNDARY SURVEY. LANDS SZ 1�131i�%N:I'Iy�A�130tS]i 411_ VI PAGE 71 . MIAMI -DADE COI INI'Y, FLORIDA T1IIS 114R:n' :IA 4Nt -v' VALID W1 THE' SIGNATURE AND ORIGINAL RAISED SEAL 0� I'M) LiC!!�SE1 AND MAPPER. THE SIGNA'IU - RF. -SID SEAL. CAN BE FOUND A "I THE END 01- REPORT - I'I' MAP AND RE. PORT' ARE NOT COMPLETE WI_LI101IT - I', tlx: O - I - I IER. N.W. 93 STRE 1w 7E. 7z 73 75 77 73 7S 75 � �• m "' do i Lz{J >9 l 3 4 5 6 7 8 Q H .-4 � -16 9 m 14 13s 12' 11 10m 9 m i 1 3. 40 Z 76.79 73 7S 75 7s 73 73 N.W. 92 STREET M asonry P Wood Fem LEGEND & %Y S + -- ARC L£tiGTH R -- RADIL'C BM -- E4ENtCH `IAPK J T • „ Tr & ig\ PWR -- PUtt'ERiP-\NSF0R1it_R _ i, C:R is tt'ATER VALVE U LTA CC- TRAL ANOt,F) r it. t - t E7F Pht - lC i.'.\ NtFASLPr_) Ml: '11ANl{ I t: LID , - ", LC R I M NEN \TED t O CS -- •. ATi BASIN I'C PER. \!'+',F '+r t: .:, i 1}J� C1 COV rS IPRAE PERSfA4£V'TRZFERc�%L .. E C T£R..7 NIO` UMENT CPS - CO O N CCRET� LFIT PLO CK SiRL:”' ^,Pr CLP -- f:Vi'P.E': E: L1TE POLE FC - POI:v t (�F C�Ef; E i.'CY %c -- CO' CRETE . RiGf?T OF WAY icL.' E`E -- BENCH MARX � PL -- FLORIT "A POWFR tL!a.M I \D lP FOUND IRON PIPE' EL - ELEVAitO`: BASED O? CLEAR IT'D iR -- FOUND IRO�� h �;% i .. ENCRO - EXCROACHMEN'T LINK FE NCE t: MF -- WIRE MESH EN i s r '� ".'i 3L tFOR SE 'I:RAIll) h F� CC DH -- DRlid, HOLE, - r - NOI -1PPLICABLF N;D - NAIi, & DISC i - P ., C -- PUI'S'T OF BEGT' N1NG f-7y SIO`+ -- CUL'?:Tl' t1pNUt1 1iNT P V.C.- -POINT OF CO1 M- 'CEME ?: t Pf:4 SP -- P;tR1;ING SPAC: ?: i \f : MNUMEN t H D -- FIRE it'DF-N',7 tR -S .\ 'ARi SEtt'ER 'r iCPI:Cs •- fl \tiDIC:tPP.tRItiI *.t: 1tV tE .�'4't'LR ?LiN L; F -- i -71LM' fASEME_!:T - !!!!!! \b F . WOOD F E afi" t LOCATED IN: - JLI,,%, OF MIAMI SHORES, I t�' I ,, IE COUNTY. FLQRs . I - Tlh SKETCH LOT DETAIL SCALE, - �I �INCH = 1 .50 FEET SCALE: I INCH FE Inspection Worksheet N tin Miami Shores Village J 10050 N.E. 2nd Avenue Miami Shores, F y h+Vrgo wt 90 Phone: (305)795-2204 Fax: (305)756-8972 1 . 0 ..... ....... Inspection Date: 05/11/2007 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Top Out Owner: MIZELL, MILTON Work Classification: Addition/Alteration Job Address: 80 93 Street NW Miami Shores Village, FL 33150- Phone Number (305)758-1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: ORIGINAL PLUMBING, INC Building Department Comments ROUGH NEW SANITARY DRAIN AND WASTE& VENT PIPE TOP OUT TUB AND WATER PIPES. INSTALL FIXURES MAY 1 4 2007 ec r omrr ents Passed Failed El Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid Thursday, May 10, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ft)f o eme?✓ Phone: (305)795 -2204 Fax: (305)756 -8972 �lll ttrrE.. :.... ::.::::::::::::::::::::.......................................::::::::::::::.:::::.:::::::::::::::::::::........ J :..............:.:::::::.::.::::::::...................................... Inspection Date: 0226/2007 Permit Type: Plumbing - Residential Inspector: Levrack, James Inspection Type: Underground Rough Owner: MIZELL, MILTON Work Classification: Gas Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: AMERIGAS PROPANE AND SUBSIDIA Phone: 305 - 883 -8600 Building Department Comments TWO PROPANE GAS TANKS v� I pector Comments Passed P T' ROUGH FOR GAS PIPES 1 ,f t f { Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, February 23, 2007 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 • ?! .:::::::::::.:..........................................' �. �, �.. �, �:::::...........................................::::::::::::::::::.::::::::::::::::::::: :::::.:�.:�::::::::::: het. err. �I�r :.::: �'`�».:.�►�.::..::�:.::. Inspection Date: 05/30/2006 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Press Test Owner: MIZELL MILTON Work Classification: Gas Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: AMERIGAS PROPANE AND SUBSIDIA Phone: 305 - 883 -8600 Building Department Comments TWO PROPANE GAS TANKS sp r Comments Passed E O � Failed E:I Correction Needed Re- inspection Fee ($75 No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, May 29, 2007 Page 1 of 2 y Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 eturn to: Miami Shores Village Invoice Number: PL -1 -09 -33746 10050 N.E. 2nd Avenue Invoice Date: January 22, 2009 Miami Shores, FL 33138 -0000 Permit Number: PL -3 -06 -732 Bond Number: Bill To Comments: MILTON MIZELL 80 93 Street NW MIAMI SHORES, FL 33150 -2233 WIM . ., j4den, ti Date Fee Name Fee Type Fee Amount 01/22/2009 Expired Permit Renewal Fee Calculated $180.00 Total Fees Due: $180.00 Payments Date Pay Type Check Number Amount Paid Change 01/22/2009 Check 2000 $180.00 $0.00 Total Paid: $180.00 Total Due: $0.00 Thursday, January 22, 2009 �3 Inspection Worksheet 9 Miami Shores Villag y w� 10050 N.E. 2nd Avenue Miami F[oii�ciP �' Phone: (305)795 -2204 Fax: (305) - Scheduled Inspection Date: June 02 2009 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Final Owner: MIZELL, MILTON Work Classification: Gas Job Address: 80 NW 93 Street Miami Shores, FL 33138- CA Number (305)758 -1836 tercel Number 113101017002 Project: <NONE> Contractor: AMERIGAS PROPANE AND SUBSIDIA Phone: 305 - 883 -8600 Building Department Comments { In Il ec or Comments Passed a . Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village t b 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/01/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Insulation Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Buildin Depart Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 AUG U 2 2007 Inspector Comments Passed 6 V Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, July 31, 2007 Page 1 of 2 Miami Shores Village 10050 N.E. 2nd Avenue "" M 7 1 Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 3/27/2006 Expires: 12/31/2006 Permit Number: PL -3 -06 -733 Owner's Name: MILTON MIZELL one: 305)758 -1836 Permit Type: Plumbing - Residential Parcel #: 1131010170020 Work Classification: Septic . Block: Lot: Job Address: 80 93 Street NW Section: PB: Miami Shores Village, FL 33138 - Contractor(s) Phone Primary Contractor Total Square Feet: 0 A- LEAGUE CONTRACTORS (305)324 -5222 Yes Total Valuation: $ 4,000.00 Comments: Re uired Ins ections ONSTALLATION OF SEPTIC TANK AND DRAINFIELD Abandonment Rough Landscaping HRS Approval Additional Information Final Type of Work: SEPTIC TANK, DRAINFIELD Type of Piping: Additional Info: Bond Return Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid Bond Type - Contractors Bond $300.00 PL -3 -06 -24238 $664.95 _ � CCF $2.40 Total: Education Surcharge $0.80 Permit Fee - Additions /Alterations $350.00 'NAY 11 PAID Scanning Fee $3.00 C_ic. 1 1 - 7 Technology Fee $8.75 CL- 1? C yim- a, Total: $664.95 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature {• Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING MOTUJ2006 Permit No. f (0('733; PERMIT APPLICATION MAR 2 1 Permit No. FBC 2001 Permit Type (circle): Building Electrical Mechanical Roofing Owner's Name (Fee Simple Titleholder) I t one # Owner's Address d City ' M 1 t�t*x) State Zip Tenant/LesseeName Phone # Job Address (where the work is being done)Q V City Miami Shores Village County Miami -Dade Zip l s Is Hpilding Historically Designated YES NO _ Contractor's Company Name Phone #_ Contractor's Address t Oro t JC44, Tj City Stat Zip 6 n a( n Qualifier i� (lip State Certificate or Registration No. GO NO l b(Q Certificate of Competency No. Architect/Engineer's,Name (if applicable) Phone # $ Value of Work For this Permit C) N= Square Footage Of Work: Type of Work: ❑Addition ❑Alteration New ❑ Repair /Replace ❑ Demolition ­11 1 1 ­ �L Describe Work: S j Submittal Fee $ Permit Fee $ 7 Jr ) CCF • 4-0 ' CO /CC Notary $ Training/Education Fee $ 0.400, Technology Fee $ g • 7 `S Scanning $ c3 • Radon $ Zoning Bond $ (.-WO Code Enforcement $ Structural Plan Review. AM Total Fee Now Due $ , 4 , c5 � (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement ZVsj sted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the a e c of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent J ntractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknpledd d before m this day of 2 /St 200(6, by J1�IMM A /aC // day of , 20 , by 1 ' who i personally known o me or who has produced who personally kno to me or who has produced' �r As identification and who did take an oath. l emi fKdDpn and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC ° Sign: Sign: Print: CGYJl Q N! ^ nO�Z Print: My Commission Expires: _ ,,���,« �FERNANQEZ _ My Comm Tres: SARIMABATIgTA p k P eontled tt�, ray PtiGC u .p,'�; , ewwkd nw rb y wmuc umferwri�n APPLICATION APPROVED BY: —0 4!!� Plans Examiner Engineer fl Zoning chc 05/13/03 STATE OF FLORIDA e CENTRAX #: 13 -SG -25029 DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID $ CONSTRUCTION PERMIT RECEIPT OSTDSNBR 05-1616--N CONSTRUCTION PERMIT FOR: [ X ] New System [ ]Existing System [ ]Holding Tank [ ] Innovative Other [ ]Repair [ ]Abandonment [ ]Temporary [ NA ] APPLICANT: Mizell, Milton A. AGENT: SA0990924, Suarez Guillermo PROPERTY STREET ADDRESS: 80 NW 93 St Miami FL 33150 LOT: 2 BLOCK: N/A SUBDIVISION: Canaday Extension [Section /Township /Range /Parcel No.] PROPERTY ID #: 11 -3101- 017 -0020 [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COM WITH OTH FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ]Gallons SEPTIC TANK MULTI - CHAMBERED /IN SERIES: [Y ] A [ 0 ]Gallons MULTI- CHAMBERED /IN SERIES: [Y ] N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] D [ 215 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 215 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED [ N ]MOUND [ N ] I CONFIGURATION: [ N ]TRENCH [ Y ]BED [ N ] N F LOCATION TO BENCHMARK: CL NW 93 St. , 11.11' NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 1.3 ] [ INCHES ] [ BELOW] BENCHMARK/ REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 31.3 ] [ INCHES ] [ BELOW] BENCHMARK/ REFERENCE POINT L D FILL REQUIRED:[ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 ] INCHES OTHER REMARKS: *Install 900 gal category -3 septic tank equipped with an approved filter. *Install two beds of 215 sq.ft. of drainfield each. *Invert elevation of drainfield to be no less than 9.00' NGVD. *Bottom of drainfield elevation to be no less than 8.50' NGVD. *Install 42" of slightly limited soil under the bottom of drainfield. Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed absortion bed or trench. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with sec. 64E- 6.013(3)(f), FAC. SPECIFICATIONS BY: Icaza, Carlos �'� TITI,,E: 06//6 APPROVED BY: "'- ���TT, �o. it. ' TITLE: EH Specialist I ` Dade CHD DATE ISSUED: 6/16/05 EXPIRATION DATE: 12/16/06 DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 001 - 4016 -0) [ostds_cons_4016 -11 Page 1 of 2 Sk STATE OF FLORIDA CENTRAX #: 13 -SG -25029 -`` DEPARTMENT OF HEALTH OSTDSNBR : 05- 1616 -N ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: Mizell, Milton A. AGENT: Guillermo Suarez, A- LEAGUE SA0990924 LOT: 2 BLOCK: N/A SUBDIVISION: Canaday Extension ID #: 11- 3101 -017 -0020 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION N MB R AND SIGN AND 2EAL EACH PAGE OF SUBMITTAL, COMPLETE ALT TT MS PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.17 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [64E -6, TABLE 1] AUTHORIZED SEWAGE FLOW: 425 GALLONS PER DAY [15000PD /ACRE OR 2500GPD /ACRE] UNOBSTRUCTED AREA AVAILABLE: 860 SQFT UNOBSTRUCTED AREA REQUIRED: 857 SQFT BENCHMARK /REFERENCE POINT LOCATION: CL NW 93 St., 11.11' NGVD. ELEVATION OF PROPOSED SYSTEM SITE IS 1.32 [ INCHES ] [ BELOW ]BENCHMARK /REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: N/A FT DITCHES /SWALES: N/A FT NORMALLY WET? [ ]YES [ X NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: N/A FT NON- POTABLE N/A FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 6 FT POTABLE WATER LINES: 44 FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOODING? [ ]YES [ X NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SITE ELEVATION: 0 FT NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 Munsell # /Color Texture Depth Munsell # /Color Texture Depth 1nVR -1/3 -n RN Sand n to 10 1OVR -1/1 -n RN Sanei 0 to 1n 1 0VR- 5 +/9 -f, AN _Banc] in to Fn 1 0VR- 519 -r, RN Sanfi lo to F,n 1 0VR -5 /d -V RN Onl i ti re Li mcac Fin to 79 1 nVR -5 /d -V RN nnl i i-i n T.i mEac Fin to 79 to to to to to to to to t0 t0 USDA SOIL SERIES 15 Urban land USDA SOIL SERIES 15 Urban land OBSERVED WATER TABLE8 INCHES [ BELOW ] EXISTING GRADE TYPE: [ PERCHED ] ESTIMATED WET SEASON WATER TABLE ELEVATION : 84.00 INCHES [ BELOW ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ] YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0 INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING: Replacement/0.70 DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ]TRENCH [ X -]BED [ ]OTHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA: Soil replacement required. SITE EVALUATED BY: GUILLERMO SUAREZ, DATE: 5/5/05 DH 4015, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 003 - 4015 -1) [ostds eval 4015 -3] Page 3 of 3 a + t 11F TiE STATE OF FLORIDA DEPARTMENT OF HEALTH CENTRAX 13 -SG -25029 DATE PAI � ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID $ CONSTRUCTION PERMIT RECEIPT OSTDSNBR 05 -1616- -N CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System ( ]Holding ank g [ ] Innovat -e Other [ )Repair. [ ]Abandonment [ ]Temporary [ NA ] APPLICANT: Mizell, Milton A. AGENT: SA0990924, Suarez Guillermo PROPERTY STREET ADDRESS: 80 NW 93 St Miami FL 33150 ,OT: 2 BLOCK: N/A SUBDIVISION: Canaday Extension ' ROPERTY ID #: 11- 3101 - 017 -0020 [Section /Township /Range /Parcel No.: [OR TAX ID NUMBER] ; YSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS (" CHAPTER 64E -6,FAC ) EPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FG'- ANY SPECIFIC TIME 'ERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE (" THIS PERMIT, :EQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS AY RESULT IN THIS 'ERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT TI APPLICANT FROM 'OMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPEF Y DEVELOPMENT. YSTEM DESIGN AND SPECIFICATIONS [ 900 ]Gallons SEPTIC TANK 0 ]Gallons MULTI SERIES: [Y [ ] [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY MULTI - CHAMBERS:: /IN SERIES: [ Y [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS @ [0 )DOSES PER 24 RS # PUMPS[ 0 ] [ 215 )SQUARE FEET PRIMARY DRAINFIELD SYSTEM [ 215 ]SQUARE FEET SYSTEM TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED CONFIGURATION: [ N ]TRENCH [ N ]MOUND [ ] [ Y ]BED [ N ] LOCATION TO BENCHMARK: CL NW 93 St. 11.11' NGVD. ELEVATION OF PROPOSED SYSTEM SITE [ 1.3 ] [ INCHES BOTTOM OF DRAINFIELD TO BE ] [ BELOW]BENCHM.�;:K /REFERENCE POINT [ 31.3 ] [ INCHES ] [ BELOW] BENCHMY , K /REFERENCE POINT FILL REQUIRED:[ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 ] INCHES 'HER REMARKS: 'Install 900 gal, category -3 septic tank equipped qu�pped with an approved filter. Install two beds of 215 sq.ft. of drainfield each. Invert elevation of drainfield to be no less than 9.00 N9VD. Bottom of drainfield elevation to be no less than 8.50' NGVD. Install 42" of slightly limited soil under the bottom of drainfield. erimeter of excavation area shall be at least 2 ft. wider and longer than 1 .e proposed bsortion bed or trench. he licensed contractor installing the system is responsible for installing :he minimum ategory of tank in accordance with sec. 64 6.013(3)(f), FAC. E _'CIFICATIONS BY: Icaza, Carlos TITLE. 'ROVED BY: I � TITLE: EH Specialist I CHD "E ISSUED: 6/16/05 EXPIRATION DA 12116106 4016, 03/97 (Obsoletes previous editions which may not be used) Dck Number: 5744- 001 - 4016 -0) fostds_ccn5_4016 -1) Pace 1 of 2 Inspection Worksheet Miami Shores Village L 10050 N.E. 2nd Avenue Miami Shores, FL taxr Phone: (305)795 -2204 Fax: (305)756 -8972 • Inspection Date: 05/26/2006 Permit Type: Plumbing - Residential Inspector: Levrack, James Inspection Type: Rough Owner: MIZELL, MILTON Work Classification: Septic Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: A- LEAGUE CONTRACTORS Phone: (305)324 -5222 Building Department Comments Insp cto Co ; ents Passed EA Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, May 25, 2006 Page 1 of 2 Inspection Worksheet ;. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 'taxtu� : Phone: (305)795 -2204 Fax: (305)756- 8972.. s Inspection Date: 05/26/2006 Permit Type: Plumbing - Residential Inspector: Levrack, James Inspection Type: Final Owner: MIZELL, MILTON Work Classification: Septic Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: A- LEAGUE CONTRACTORS Phone: (305)324 -5222 Building Department Comments I ector mFnents Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, May 25, 2006 Page 1 of 2 tam Inspection Worksheet tol Miami Shores Village e 10050 N.E. 2nd Avenue Miami Shores, FIL Phone: (305)795-2204 Fax: (305)756-8972 � .......... ............... 4" i 6 :001 : ,Z . .... . ....... .... ........ I . . .......... . ................. ........ Inspection Date: 08/28/2006 SEP 0 1 RD Permit Type: Plumbing - Residential Inspector: Levrack, James Inspection Type: Landscaping Owner: MIZELL, MILTON — Work Classification: Septic Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758-1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: A-LEAGUE CONTRACTORS Phone: (305)324-5222 Building Department Comments 0 Inspector Comments Passed Failed ED Correction Needed Re-inspection Fee sEp 0 1 ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Friday, August 25, 2006 Page 2 of 2 Rf& Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 E Rlf�' Permit Permit Status: APPROVED Issue Date: 311712006 Expires: 03/1612007 Permit Number: FW -3 -06 -697 Owner's Name: MILTON MIZELL one: (305)758 -1836 Permit Type: Fence/Wall Parcel #: 1131010170020 Work Classification: Wood Fence Block: Lot: Job Address: 80 93 Street NW Section: PB: Miami Shores Village, FL 33138 - Contractor(s) Phone Primary Contractor Total Square Feet: 0 HOME OWNER Yes Total Valuation: $ 3,000.00 omments: Re uired Inspections WOOD FENCE WITH TWO MASONRY POST Foundation Final Additional Information Type of Construction: Wood Fence Additional Info: MASONRY POST Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $1.80 FW -3 -06 -24169 $225.50 Education Surcharge $0.60 Total: C VW Notary Fee $5.00 Permit Fee - Wire & Wood $204.00 o 3 PAID 113 Scanning Fee $9.00 Technology Fee $5.10 Total: $225.50 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature Miami Shores Village Building Department 1 L_ 7(=> t-4 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 c- 1 f > " C) f Tel: (305) 795.2204 Fax; Sb.8972 BUILDING R, EOVED Permit No. PERMIT APPLICATION AR 6 2005 aster Permit No. FBC 2001 ° Permit Type (circle): Building Elects al Plumbing Mechanical Roofing Owner's Name (Fee Simple Tit er 3 00 7 -1 �3 Owner's Address R'D c 3 j t �' �5Z 2 City "AlA State VC.� -- Zip _331:5" Tenant/Lessee Name Phone # Job Address (where the work is being done) 9'z t j , L j q 2 City Miami Shores Village County Miami -Dade Zip 3 3 i 5 Is Building Historically Designated YES NO K Contractor's Company Name OW #�j a _ Phone Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) ` 'f2,fj 7�`b,T�iZ1� Phone # $ Value of Work For this Permit 4 5 c) C C) - Square Footage Of Work: + Type of Work: ❑Addition ❑Alteration 2Iew ❑ Repair/Replace [� Demolition Describe Work: t y� -t= , ^A, nu'� �'a Submittal Fee $ Permit Fee $ ©S!CF $ - CO /CC Notary $ W Training/Education F nology Fee $ }� Scanning $ e t CCD ^ Radon $ Zoning Bond Code Enforcement $ Structural Plan Review-.$ Total Fee Now Due S �. JU (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address , City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the. absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged , Signature Signature (/ Owner or Agent Contractor The foregoing instrument was a knovrledged before me this The foregoing instrument was acknowledged before me this day of � 20�by � _ A 1 ' + � y of 20 by , who is person lla y known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTA Y UB IQAOTARy ' ICiST O q NOTARY PUBLIC: - Sign: on ei Sign: s Print: Print: Bonded My Comm sion E Tres: . My Commission Expires: APPLICATION APPROVED BY: Plans Examiner' Engineer Chc 05J13f03 Z,1- !? . Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: j L — � — p , J�,{ 1 DATE: 14� 0 6 ADDRESS: gb l (A \ S H xq- (moo Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, FS 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with.- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as an owner - builder I must abide by all zoning ordinance_ s and building regulations in effect at the time of permit application Initial G 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate'any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company-or persona Initial V' 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this �� , day f r � 0 Y , � -�3nA, c- J ,, � ho was personally known to me or who has Produced there License or as identification. NO C.STJ rE OF FLO A Y rleny He s n, 5S 7 ER Bond RY <•ll% ii. fill L YYLG YLONe� Vi e F lo RID AFFIDAVIT -- STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affiant, _Wll_`[DvJ del lZizL- -- , does hereby attest that the (property owner) Gd Y' attached survey, performed by �Ct V- y S`� I Y1G 7 � . l y-1- C,, (name of surveyor's company) performed on , is an accurate representation of the existing conditions and (date of survey) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted -or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. Afflanpwqowner &At l +� LA j Z :V (s___ Witness(sign and print) Witness(sign and print) SWORN TO AND SUBSCRIBED before me this 2D dayof 0�' IB Affiant is personally known to me, p roduced identification. i I o V s e Y orke LIC rILc`�r Commission # 'Mdez Bond spires: D � Ad ,,,e EP 27, 2009 WOOD FENCES X11 4" X 41, Wood 1 Wood Posts 2� � X 4" Wood fail 4' -0" High or Less = 6' -0" O.C. Owner's Side 5' -0' High or Less = 5' -0" O.C. 51-0 M "X6" III X8" Wood PICL -t5 2915 Fences 2915.1 Wood fences, so located on a property that by zoning regulations they cannot be used as a wall of a building, shall be constructed to meet the following minimum specifications. CCf1CrE�2 (a) Fences not exceeding 5 feet in height shall be constructed to meet the following minimum requirements: from nominal 4 inch I =I A4 A ° I I by 4 inch by 8 feet -0 inch long I I • G —III posts spaced 5 feeA inches on 2'-O" I —I I $ III centers, having a fiber stress of 1200 p.s.i. in bending, and shall be III= a I =III embedded 2 feet - 0 inches into a 1 =III ° III 3' -0" concrete looting 1 foot - 0 inches in diameter and 3 feet -0 inches deep. Other components shall be _ =III designed to comply with the c 1 I1 = I III =1I I provisiogs of this Chapter and 1 = 11 = I = III Chapter 23. (b) Fences not exceeding 5 feet and 4 - 1 1 I= I I I — feet in height respectively shall be I =I I =I III =III constructed as provided in (� I =I I III =I I = III =III paragraph 2915.1 (a) herein, except that the spacing of posts may be increased to 5 feet -0 inches and 6 feet -0 inches on centers.for these heights. r ' d C n urred ALF ', Q fE ' P.E. —CONSULTING ENGINEERS - FLORIDA PE -32662 x 4865 NW 4 STREET.- MIAMI, FLORIDA, 33126-2121 (USA). PHONE: 305 -445 -7923. — FAX: 305 -447 -8632 MOBIL: 305- 992 -3608 AND 305 -992 -3644 e-mail: AQPE @ BELLSOUTH . NET PROPOSED,C$S C64UMN. LA4?MS F0,12b1I41M MIZELL. AQ 2006 -02271 LOCATED ,�T.-.80 My 9S STtEE;. ,M" 4I(fW FLORIDA, 33150 08 MAR 2006 PROJECT REFERENCE: PROPOSED CBS COLUMN PILASTERS FOR MILTON MIZELL. LOCATED AT: 80 NW 93 STREET. - MIAMI SHORES, FLORIDA, 33150 AQ 2006 -02271 • COLUMN LOCATION SURVEY • CALCULATIONS. R OVED AR 1 6 2905 CITY MARCH 2006 'COPY 1 / ry fJ ®Ra%+ Q 9 1� G,g fG_dl op 9 f¢.37 + �► 7� c. S � s7u► In Ad S, C1Q • j �� ,moo i'Vlwe •�� A],Fj�FDO QUINTERO, P.E. 48j%-3W :4TH:Sr&EVT: MIAMI, FL 33126 (305) 445 -7923 Copyright 20b0 : % :ToAdA]�li Engineering, P.A. Tampa, Florida CUSTOMER Milton A. Mizell JR.- CBS Fence Pilasters JOB NUMBER AQ a00V:- 02471• ••• • DATE 3/9/2006 DESCRIPTION 80 :N� .9V St;, Mjam3 S}:o:res, FL 33150 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** 6 9y eY •" : : :'. * %0# C'fHER STRUCTURES * ** ... % WIND VELOCITY t• 10 MOH• '•• '• EXPOSURE CATEGORY C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = .77 Kzt = 1.00 GUST FACTOR = 0.85 * ** SOLID SIGN * ** MEAN ROOF HEIGHT = 6.0 FT Kh = 0.849 qh = 35.7 PSF DISTANCE, Z = 6.0 FT Kz = 0.849 qz = 35.7 PSF SIGN HEIGHT = 6.00 FT SIGN WIDTH = 1.00 FT GROUND LEVEL SIGN WIND LOADS H/W = 6.00 Cf = 1.33 F = 243 LB P = 40.4 PSF NOTE: The load, P, is the force, F, uniformly distributed over the surface area of the structure. The exact distribution of the force through the center of pressure should be checked. Refer to ASCE 7 -98 Table 6 -8. Alfredo Quinterro eRE 0 • .0 :. .: 0 : 0 4865 N. W �t�i�6ireet : :.: Miami, FL 33126 -2111 LJ6� i i i i. i. Tel: (305) 445- 792.3 0 o tt u� 0 0 c, .,,,t,G„ 4oy �r 14, z,�.c 0 A , 0 : •,�; .� .. JVW * 73' 5tr$s�. .••jai . 3•0 ae ... �rq p .r • 1 v . .. l ip .. . . . . ... .. th •�4`� 7 co 7iN1; c � t t�'R AT t2gkj'2.gs'eL /D �aRov�Fp CBS �K/#5 ?x,Ct, D F OZ / it ILI _ �U► x fituis4 _w w E, o �wl 7/0 A,% �7ti- Alfredo Quinte*. ? F • • • • • • • • • __ . 4865 N.W 4th jr&t i i i i s i �/� Miami, FL 33126 -2x121 L f A Tel: (305) 445- 1923 -�r IL Lst' ... . .. . .... - p I � ©u t t7zS' _ t�zsr 133 2 S $6V39 !$ f 23 " U S 2 t f- lY__Y__cN_ qYl _ ML Alfredo. ... ... Qwnte;• • • • • 4865 N.W 4th Stree6i : : •: : • : : 3 Miami, FL 33126- :121 I :SA: • : : : • : • _ .._ Tel: ,(305) 445 -7923 i �1►a 1,,t. , • . . au-ji, WI • • Z � UJ i f $aa - t l ooa t Boo l� 2 33 = 3 f's 33 vuy�f 7 My - x is 3 < J CO ' P v Alfredo Quintero PFD i • i i • • • w / �( 4865, N. W 4th Street • • • • • • • • Miami, FL 33126 -2121 USA • : • : : : : So Tel: (305) 445 -7923 • ... . • ./ G 0 ... .. ti .. ..� IJAA4 ' , o -DMZ- '¢ rg U t Cf 1� i f 3G`` , 3 L ,, 1 4 d44 W9 4 s chts aAoQ L4) .? /AM C, 7 C !' 3 Alfredo Quintei PEy : ; • 4865 N.W 4th Street • • i • i i i i • i •' Miami, FL 33126 -2121 LISA Tel: (305) 445 -7923 ML • l�S • • ••• • .. . 01 • 01 • 60- • • . -_. -.. to—To 0 .. 1 � I t f v to 0 _ tL tk i LA I ( ' F cN is C A Tyr ® a _ 3y __ C$A V. +Ann a tr va ! uro Tamic. E ET ? OF ? ltolV MAIL .TQ: ": •: .•• ••• ••• PHONE (305) 221 -3416 j w � w th • • • • •• • • • •• 9245 S.W. 44 it. • • • • FAX (30) iii -9903 MIAMI. FLOR % • 38161 •:• '•• ••• ••• ii ;7Cj J2 �/ �O i�s,�4 7 1 S _F TUF RY4 1Z�UMARV S1�IRVFY, I :1NI)S llE5�RII31 D IN PLAT I34t�it A li . P C,I 71 1 IAbAC" N 1, I T � 1�A T1 [IS StiRVEY MjXP IS NOT V Wi 1_IIc�1 `h TIA: SIGNAT".:14IlilRJL 1�i4- i- R'A4�OED SERI, CSI TIil-' I•I ORa)A l ICENSFI) St RVEYt1Ft r\ND MAPPER. THE SIGNA II TRF XND SLAI, C4 N 13E FOUND AT TI r- DINS OF RT:PORi" 1IIE MAP AND REPORT ARE NOT COMPLETE. kvrniotfT - 1'III _ _ N. W. 93 STRE w 76.71 73 79 73 73 76 73 Z 3i a ; 4o I >I g l 3 Z 4 5 6 7 S y > �/� j e s e e e s e e e la S O 3 °16 4 1S • 1'+ • 13� 12° 11 ° 100 9 7 3i Z T6 79 73 73 73 73 73 73 73 4-]1: . % N - - - - - Z N.W. 92 STREET M m masonry ' v! 1�DRfH i O .G WoodFence a.7S 2 AL /p.o z . 4 Ptt3�rKV:c�t� EI�tF hL•t r i:.�i,..R,\�3.4 6 `b P''- i t r rk CR Vt..A \i.Litl '.A'V t i - ? t, iF r'r'k i .0 t A N, L7Lr hr Z :, iC i.f,'it 1 f - h1F SF RE'; V {t \t A>itdt 11 e I'M 3 V t I TR\I V \r } } l U:'H } tr \S \ 7"''� �j�y - IRN 310'vF,YfEkT '[a - [rN�RLfF.t3d_.i SiRt;':''T � �•� ""� � �� I% f'OiT.7 oF ;RV t. "f ( i > *7t 2 "R LIT Ili C j k \V '.2t{ ftT Of ;YqY ,'Pa ri ag \ Pt2Vl E•c � r.i ? _ .� �- __.___ �-.�_ - F ' ti F H MARK ;L x"til> It -- F[A ND IRt.3v P {Pr; ND In F! sC DRS �S nt;i> t k CLEAR ac.RO !air ROACN\IFNI C" ,F CH�li�zLI tE`t �, TTP TYPI Al FoRSF VE R ; \., NIF WIRE NIFSF{ JH SRI. t r Ot f * a SOT \PNLI4 �llt F � � I I' V VVI. w DIS g .• POINT OF FbLGNNI'.cl F C i'C NT(7F '0NISlF "t FNIr t - \tfly 'KI �P -- 3> \R4.r1G SP \c Y - i Ai t�wiR6TP 1N F.A1C?.7 iilC ' iRr tADkt.A *;T \ti 51 \'R- i CN17 \R r AF%vt;2 3 C7<� ... i) \'vI31 '. F \KK1S,; wArfi \F - 100 rF * -!'E i ?F [Tlt.t1'1 �a3EStF0.1' ; Q � r ./� ;1 LOCATED IN: VILLAGE OF MIANII SHORES. c'e x NIIAMI -DADS COUNTY, FLORIDA LOCATION SKETCH LOT DETAILS 1- 7 0MIE,P f 7" ELE�y U,t/- /�'' %/���= �' 4 SCALE: I INCH = 150 FEET SCALE: I INCH = 15 FEET >>, � P�yvE,e PoL.E .. .... - ..- .- ..... -. Miami Shores Village K OD Building Department 10050 N.E.2nd Avenue, Miami Shores,, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. RN 0 6 4gi PERMIT APPLICATION Master Permit No. (6P 3. —3 60 FBC 2004 Permit Type (circle): uildi Roofing Owner's Name (Fee Simple i older) L 1 Z'E L.1.,� Phone # Owner's Address RD I) . tic 1 . 9 � 1 City MOkJk./M 3UAIZc"S State FL-- Zip 331.5 Tenant/Lessee Name Phone # Job Address (where the work is being done) s'i" City Miami Shores Village County Miami -Dade Zip '31 So FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ® W � j'L Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No, Architect/Engineer's Name (if applicable) /A Lr'2 GL %J >J'IMW Phone # C-3 o 57 </Y ' 7-12 '1 �p Value of Work For this Permit $ 00 d Square / Linear Footage Of Work: Type of Work: ❑Addition QAlteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: woob F q-<z 2, IKE GZ Z Submittal Fee $ Permit Fee $ �--""- ~ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature � Ow er or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this .41��l0' day of, 20 (7 by ,� U l t p rL��l day of 20 by who is personaly known to me or who has produced d1��1 l who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Mp \G SS \ e� Ze�+`��� Sign: Print: �rll4 p � Q \P�SNo Print: My Commission Expires: � My Commission Expires: ,,€ o , APPLICATION APPROVED BY: / � v v Plans Examiner Engineer b Zoning (Revised 07/10/07) Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To MILTON MIZELL Invoice Number: FW -1 -08 -30704 80 NW 93 ST Invoice Date: January 08, 2008 MIAMI SHORES, FL 33150 -2233 Permit Number: FW -3 -06-697 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name Fee Type Fee Amount 01/08/2008 Revision Fee Calculated $35.00 01/08/2008 Scanning Fee Calculated $3.00 Total Fees Due: $38.00 'JAN 10 PAID Tuesday, January 8, 2008 C$ mw err. CA m13At V 2 �'ow MIMIC. I, sl SHEET 2 t»" 2 MAIL TO: PHONE (305) 221 -3416 /L/.. W 9245 S.W. 4,, St. FAX (345) 5 3 -9903 MIAMI, FLORIDA 33165 '75 ` I/' •tiL1 %�ff'Q T SEE THE REPORT OF 130 ARY SURVEY, LANDS DESCRIBED IN PLAT BOOK -- AL AT ( t PAGE 71 MIAMI-DARE COUNTY, FLORIDA. 'PHIS SURVEY MAP IS NOT VALID WITHOUT (� THE IGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR C ITY AND MAPPER. THE SIGNA'I'U" AND SEAL CAN BE FOUND AT THE END OF REPOR THE MAP AND REPORT ARE NOT COMPLETE WITHOUT OTHER. t _ - N . W . 93 STREE _ 1 �' S /� Gv'7 G ,K . P.R.M w 30 76.74 75 T Ta 7a 7 7a 4C1 o a > a 1 3 4; 5 6 7 e > '�la ` s m �i /z lc a a COPY �, EIVED V, Iq I •.... • Go* - e 16 = 15 14 = 13 121 11 10: 9 JA 0 7 LNI D W ) , 40] 1 •..�.• �..•.• •.. • Z 76,78 73 7a 73 70 73 75 73 BY: _ N.W. 92 STREET ...... ... . ... . Masonry P o s t � � ORG'H •• •• •• ••• •• Wood Fence � � PGAA17'E r2 3� � • saw Wiffimm a. off /4.37 �V N 0. ... .. Chain Link Fence .; ti o • • .. . • n v ,t'S.END J1. SA NIFtOLs A ARC LEN R ._ RADIUS V M , J G� K Y� tl Bf 1 BENC - K)W L T - TANGENT W R W % VALV 1RANSFORMER - C •. CHORD WN tY iTER 4 i YE DELTA CENTRAL ANGLE} WbI A17:R S}E7ER ME - MEASURED P &T - POWER & TELEPHONE LINES X \114 MA • MAN-HOLE LID pt, C 1L4 C tl �.LZtTF.D � v PCP •- PERINIANPNITC DN'I"RU}., CB CATCH BASIN °0 .- CLEAN -O TCOVI' Y R .�.9� �y.y. POINT -- �f 4 f PR41 •- PERMANENT REFERENCE CL C ERLINE CBS - CONCRETE BUX:K STRUCTURE Pi' ... POINT MO CVT CLP •- CONCRETE: LITE POLE OF CI,TRt'E PIV •• RIGHT OF WAY CONC -- CONCRETE 6M BENCH MARK FPL •• FLORIVA POWER &. LIC�HT END IP - FOUND IRON PIPE EL -• ELEVATION BASED ON 1929 NG \'D C.LR - CLEAR FND IR •• FOUND IRON ROD C 1. F -- CHAIN LINK FENCE ENCRO -• ENCROACHMENT TYP •- TYPICAL (FOR SEVERAL't WNIF -• WIRE MESH FENCE � N: A - NOT APPLICABLE DH •• DRILL HOLE - - P O 8 • POINT OF BEGINNING NrD - 'JAILS DISC -- O c TY MON •• COUNTY MONUMENT S y L ,i P O C POINT OF COMMENCEMENT PKC; SP •• P:tRI ING SPACE �`� G Q C H -CONCRETE MO"uUSIENT �� I, SAN SWR - SANITARY SEWER W VI WATER MA FIRE, HYDRANT v H C" PKG •• HANDICAP PARKING WE -• WOOD FENC E}: " t U E -• UTILITY EASEMENT A T r (_J LOCATED IN: Nil 0 r 444 VILLAGE OF MIAMI SHORES, MIAMI -DADE COUNTY, FLORIDA �1a m�� r AL FEDERAL LOCATION SKETCH LOT DETAILS R - c P40/4",�' 7"�LE/a•�,�U.c/� W T� G /�/�'S LA i 2nh'S t/ SCALE: I INCH -- 150 FEET SCALE: I INCH = 15 FEET _ _ �R_� _ - - i ,ly „ Pdw pot.E �,e %z'rf/� Miami Shores Village,,r Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 .:BUILDING -Permit No. Ew- 3-lyG - ��t'] PERMIT APPLICATION FEB 1 4 2007 Master Permit No. '$P 2c s— 3 ba FBC 2001 II fBuildin B Y: - �[�-- - - - - -- Permit Type (circle K. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) `k LTO dJ ,M 1 t Phone # Owner's Address Fri )J C.ti , T. City lyi t 5 i State FC_ Zip � S& 1 D Tenant/Lessee Name Phone Job Address (where the work is being done) ►��, l� ° �" City Miami Shores Viliage County Miami -Dade Zip Is Building Historically Designated YES NO x Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) A L F V—Xn>D 00 % rU) Phone # (3� 5) 4Y S Zq — - $ Value of Work For this Permit L `— Square Footage Of Work: Type of Work: QAddition ❑Alteration d(New ❑ Repair/Replace El Demolition Describe Work: UjMb a r 0 Submittal Fee $ Permit Fee $ �J �-�/r CCF $ COXC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City ` State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500 the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _ by day of , 20 , by , who is personally known to me or who has produced who is personally, known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer (Y Zonin chc 45/13/03 g receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: FW -3 -06 -697 Owner Address: Invoice Number: FW -2 -07 -27552 80 NW 93 ST Applicant: MILTON MIZELL MIAMI SHORES, FL 33150 Company Name: Job Address: 80 93 Street NW Miami Shores Village, FL 33138 - Date Payment Type Check Number Amount Change Tuesday, February 20, 2007 02/20/2007 Check 145 $38.00 $0.00 Total Payment: $38.00 Page 1 of 1 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To MILTON MIZELL Invoice Number: FW -2 -07 -27552 80 NW 93 ST Invoice Date: February 16, 2007 MIAMI SHORES, FL 33150 -2233 Permit Number: FW -3 -06 -697 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Fence/Wall / Work Classification: Wood Fend Date Fee Name Fee Type Fee Amount 02/16/2007 Scanning Fee Calculated $3.00 02/16/2007 Revision Fee Calculated $35.00 Total Fees Due: $38.00 i 2 0 PAID Friday, February 16, 2007 =A1RL8w W. CAlat mwiti v iom 0. &&a G �, i �•'� SHEET 2 OF 2 MAIL TO: o.: • • PHONE (305) 221 -3416 D L� V L� IL/. W 9245 S.W. 44 "' St. • • • :.. • •; • : FAX (305) 553 -9903 F�� 1 4 2007 75' 12 /A/ .� .2 1 MIAMI, FLORIDA 33165 ' B Y: - -44. - -- - - - - - -- SEE TBE REPORT OF BOUNDARY SURVEY, IIE CiZII&I: jN P%A.T BOOK 41 AT { PAGE 71 MIAMI -DADS COUNTY, FLOR= = ;UAV;%4 P IS NOT VALID WITHOUT I O THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE Lf&NSED SURVEYOR 10 y I t� AND MAPPER, THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. I Arm N.W. 93 STRE m m //V"-" { P.N.M ^ P. A. M. W 7a. 7s 73 75 73 75 78 73 Z ., 341 o h e � � -�. 4o I o D O w s l e l 3 s 4 5 6 7 8 a • • I 16 ° 15 14 = 13 a 12' 11 ° 10 •. 9 Q 3. 4° MA90" comas► H N Z Z �a.�9 75 '73 is 75 73 73 7 s • N.W. 92 STREET 47 r>o rlev 4 .37 � -- ARC LENGTH LEGEND & SYMBOLS A BNI -- BENCH ,bf.ARK j ro l O -- RADIUS T TANGENT PWRTRAN - POWER TR-JNSFORMER T -- WV -- WATER VALVE DELT N S l ��� !C Qv � C CHORD -- WM WATER METER 1,� U -- MEASURED ANGLE) -WATER -- POWER &TELEPHONE LINES MEAS -- MEASURED \ A1H -- MANHOLE LID O CALL -- CALCULATED CB -- CATCH BASIN b PCP -- PERMANE,VI'CONTROL ,. G7 POINT CO -- CLEAN- OUi'COV£R -��]" E Q. // 9 .90.J 10.14 PRM -- PERMANENT REFERENCE CL -- CENTERLINE T40NUMENT CBS -- CONCRETE BLOCK STRUCTURE 1 I l CLP -- CONCRETE LITE POLE PC -- PO[NT OF CURVE LIGHT RnV -- RIGHT OF WAY FPL -• CONCRETE BM -• BENCH MARK FPL -- FLORIDA POWER &, EL -- ELEVATION BASED ONt929NGVD FND IF -- FOUND IRON PIPE CLR - - CLE.-Ut FNDIR -- FOUNDIRONROD ���� C L F -- CHAIN LINK FENCE ENCRO •- ENCROACHMENT 1 a WMF -- WIRE MESH FENCE '! TYP -- TYPICAL iFOR SEVERAL) DH -- DRILL HOLE mi r ola / tV t / t� V N/A - NOT APPLICABLE N/D - NAIL & DISC i• - ,/ V 1 1Q P.O.B. -- POINT OF BEGINNING CTY NION -- COUNTY &IONUtr1ENT / V \ P.O.C. - -POINT OF COMMENCEMENT pliC SP -- PARI:[NG SPACE APPROVED V CM- CONCRETE £fOWA•IE_NT HYD -- FIREHYDRANT SAN SWR - SANITARY SEWER H C PKG -- FL4NDIC. -�P PARKING WF -- WOOD FENNCE CE �'-- W/M -- WATER U E -- UTILITYEASEMENT ZONING DEPT � BLDG DEPT ' CQ LOCATED IN: o /S VILLAGE OF MIAMI SHORES SUBJECT TO COMP W ili Ail FEDE ct e MIAMI -DADE COUNTY, FLORIDA STATE AND COUNTY RULES AND REGULATIONS LOCATION SKETCH LOT DETAILS O N PO/rt/, 7ELE�.t/D.t/C P//�T�=� /NFs rN� SCALE: 1 INCH = 150 FEET SCALE: I INCH = 15 FEET i�, / p Pow --,e ,00�E °i°iM °i °i °i °iii, ° i° i W, i °i ° �° i ° �° i ° i ° ° ° ° i ° ♦ ° 1W. ° i♦ i° i ° i ° i° i ° i ° i° i° i ° i ° i ° i ° i i o i ° ♦ i o i ° i ° i° i ° ♦ ° i ° i ° i °s ° i •♦ 000♦♦♦♦♦ o♦♦ ♦♦o♦♦o♦♦o♦oo♦e�� ►eoeooe♦♦♦o♦♦o . - .. v r _ 4 + e + + + ♦ e o ++♦ ♦ ��� � + � + � o � ♦ s ♦ � e ���� ♦ � o � ♦ ��� o � o � + V ♦ e ♦ ♦ e ms ♦ � e � ♦ � v o + + ♦ + + ♦ +� + ♦ + ♦ + ♦ + ♦ + e + e + o + ♦ +�� ♦ � ♦ o o ♦� o �♦ ♦ o o ♦ o e ♦ ♦ o ♦ ♦ o � + � ♦ e ♦ �� . • •+++♦+ o+++♦++♦♦♦♦♦+♦+♦ eo♦ o♦♦♦+♦+.♦♦++♦. o+ e♦♦++♦♦ o♦♦ e♦ o +et ♦oo ♦ ♦ ♦o ♦oo ♦ + +o +o ♦ ♦e ♦ + ♦ ♦oo♦ r ♦e♦♦♦♦♦♦o♦o♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦� ♦eee ♦e ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ - - ��e+ o+o ee+♦+♦+♦♦♦ e♦ eo♦♦ oeo♦+♦ e♦ �♦♦°e°♦°♦°i°♦°♦°♦°♦° o°♦° e�vro °e °o °oe ♦ °e ° ♦ °e °e °o °♦ °♦ °e °e ... v ►♦ o♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦e�� ►♦o♦eo♦♦♦♦oo♦♦ � + o o o e ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ o o e ♦ ♦ ♦ ♦ ♦ ♦ ♦ o o o o ♦ ♦ �v� ♦e ♦ ♦ ♦000eoe +e ♦ + ♦ +o ♦o ♦ + + +e ��i° i° i♦ i+ i° i° i° i♦ i° °ioioi ♦i °i °i °i�e� ♦o ♦� +�e��� +�e� �� ♦�e� ♦��� ♦�e� +W♦w♦wo� ♦�e� ♦� - - vi o ♦ ♦ + ♦ e o ♦ ♦ ♦ ♦ ♦ e e o�♦ ♦ ♦ e ♦ + e ♦ ♦ ♦ ♦ ♦ ♦ e ♦ o o ♦ � ♦ ♦ e ♦ e ♦ o e o ♦ + o ♦ e ♦ ♦ e e ♦ ♦ ♦ ♦ ♦ o �♦e♦00000♦oo���♦oe♦o♦o♦♦ 0000♦e v ►soo♦oe♦♦o♦ ♦ ♦♦♦♦♦oe ►o♦ ♦ee♦ ��i ° i °i ° i + i ° i ° i °i °i ♦i oe ♦ ♦ ♦ ° i ° i ° i ° i ° i ° o ° i ° �i ° i °i ° i e i e ♦ ♦ ♦ ♦ ♦ ♦e • •• - �o♦♦000♦e♦oeoe♦♦♦♦♦o♦♦♦♦♦o♦ ♦o♦e♦e♦ 4 e .. - v i e ♦ ♦ e e ♦ o ee ♦ e ♦ ♦eese♦e � ♦ ♦ ♦ ♦ e ♦ ♦ ♦ e e ♦ ♦ o ♦ ♦e ♦♦ ♦i °i °i o d ♦ o e o ♦ ♦ ♦ ♦ ♦ e ♦ ♦♦ ♦♦ �•�� • ��i ♦�♦�ee�i♦�ie ♦oe�eee�see'�eee�i• . �����e�♦ ��� � � � � � e � e � + � ♦ ���� e � ♦ � e � + � e �e�e� e � e � ♦ � e � e � e - +♦+♦+♦+++♦+♦+ o+♦+♦+♦+♦+ e+ o+♦+♦+♦+++++ o+ o+♦+ o +♦+♦ + + ♦ +e + ♦ ++ +o +o + + + + e + ♦ ♦ + ♦ + ♦ + + + ♦+ .. ++♦+♦+ ♦ o � o � + e + ♦ + ♦ + ♦ + ♦ +�+ + � ♦ + + � ♦ � ♦ � ♦ � ♦ ♦ ♦ � ♦ � o � vi ♦ + ♦ + ♦ + e + ♦ +�+ e + ♦ + ♦ + ♦ +�♦ + e ... - �� o e ♦ e ♦ ♦ o o ♦ ♦ ♦ ♦ o o e e e ♦ ♦ ♦ ♦ �e o ♦ ♦ ♦ ♦ ♦ ♦ ♦ + ♦ ♦ e e ♦ a ♦ + ♦ e ♦ ♦ o e e o ♦ e o ♦ ♦ ♦ e ♦ o ♦ ♦ ♦ ♦ ♦ o .. K ♦ i ♦ o ♦ ♦ �i�- - AW-R UNU �e�♦+ e����e� ♦�o� ♦���e�e�e� ♦�e� ♦� ♦� ♦� ��° i+ i+ i° i° i° i° i° i° i° o�e�o�♦ ���♦ �♦ ♦ ♦ �o♦��i�o�o�♦�e��e� ♦�e� ♦�♦�e�♦� ♦moo v� °e °� ° + ° i ° ♦ °♦ ° i °i °� °� °� °� °�♦ iii♦ i° O�♦♦°e° i° i i ♦i °i °i °iei °s�i i °i�i�i + + ° + ♦ + ♦ + ♦ + + + ♦ + ♦ + ♦ ♦ + � e ♦ e � + + ♦ ♦ + � ♦ � ♦ � ♦ s A PW A O ♦ � + � o ♦ ♦ � ♦ � ♦ ���� o 1 ♦ � ♦ � o � e � ♦ � ♦ + e ms ♦ ♦ ��+ o � e v i° i +i ° i° i° i° i° i° i° i♦ i° i° i° i i °ice i♦ i° �° i° i° i �� i° i i♦ i° i� o i° i° i ° i i i° i +i v v v v v v .. . - S ' riopou bu ��oae „ : ttt, t 'Wood F ences Sec. 1611,2.1 Fences Fences not exceeding '-0" in height from grade may be designed for 75 mp (33 m/s) fastest wind speed pr 90 mph ,(40 mIs) 3Tsecond gust. r r.n r n r c e Sec. 1611.2, 1,1 Wood Fehcb's Waod fence , resign shall be as specified by 2328. Sec, .2328,2 ,1 4',4 ",Post S.paEiq MowED 5. Fences < = 5 ft. High - 5 ft. O n Center Fences < 4 ft. High - 6 ft. On Center 2x4 Horizontal. Wood. Members Sec. 23.24.2 Nails, bolts and other connectors that are used in locations f ' exposed to the weather shall fie galvanized or otherwise corrosive ._. ery` a• "i:s j >fi tt Y S l i T r n�•, q } k.J� t, n 3 r , t .• 4 cl t { �1.n - resista U gi y Sec. 24.3 In a er J n al U v)t:t ' A , �L �• iFYi: nails shall al( a et n rate t X h - - • i i i,.- .:::.: r ..Y� a t O tc =. t. s e cond be to nc i %1'• ^� A e q u al to - .. the thickn of �R — 1 O ._ the C i J . ��. ". •];S"r •. ,t <• 4 •:�. , m e tuber being Waited �u \. thereto. There shall be lY �F. rW f ?'E' �: is �. 'Al•e< 1 '�t "' �:,.:,',� <;� =' less than two its �,..q na "IZ . t�. YY, •t ^, t{• N era >�'a ,'•�:_z:,•:: -• ':�•:: - in any connection. - jt�: y' �q/� t i:� J F . .• :/• M Nall Sizes: N 'j::;::" :!-. :r .ri ah :' Ion ] k ;;yl.. ✓`;? ?.i 4 r � R l s r h f.•i: is S ... ';' � f ":,�.;. �4 t � � s � , ..:'r � �:;. ;, bd. 2 " long U 7 ?. +.nj:":,,S , tq a t. a ! b k :� r 5 ! }• Z ..r. - 8d. 2-1/2" long I • ...4..... t "j'� .. I S 4.., 4. v •: "' 1q 1: a i ,M .. Y ong • • • -• ' 12d: al - /- o - 16d: 4" Ion Section 2328.2 Nominal 4x4x8 posts! / g No .2 Grade or better embedded 2 f t • •o Into concrete footing 10 inches in o c D .� ti diameter and '2 feet deep._. o Sec. 2326,2. 10 All posts, .poles and columns em bedded In concrete �Is ont act with - ground and supporting permanent structures shall be approved pressure treated wood suitable for ground contact use except naturally durable wood may be used for posts, poles and columns embedded in concrete for structures other than buildings and walking surfaces orin structures where wood Is above ground level and not exposed to the weather. Sec. 232 6.2.6 The expression • °naturally durable wood' refers to the heartwood of the following species...: 1. Decay resistant- Redwood, Cedars Black Locust. 2, Termite resistant - Redwood, Eastern Red Cedar. • e - . / • e 1 • - 1 • 1 - 1 - 1 / • • 1 1: 1 : � • 1 1 1 11 1 1 1 • • . r 1 ` AREA 1 1 ` � ' 11:1 ' 1 / 1 1 1 11 : 1 1 1 1 1 1 ••- 1 • 1• 1 1 1 �' ak Q g�i.� `� R �Y'''At t,,�.• �P< �. ,o,� r e a �2 iP4 i try r � T t�d�DWd l t�f�'�4E�ffi� ~' -5'C A^ d l 1 k O ,K l 51 qq� Y, . f � t r a �Ks�tP� � �''� 5'y(t Yr �a.��kei^S �'. n3 �7,. �'�r" •F f.'� { � {ff yk�'l u is it 4, �� , '(•9 4 � '}(' �� 1 4 ��i ¢ lyi(A•M��� Permit Receipt Permit Number: FW -3 -06 -697 Invoice Number: FW -3 -06 -24169 Applicant: MILTON MIZELL Company Name: Date Payment Type CheckNum Amount 04/03/2006 Check 114 $225.50 Total Payment: $225.50 Monday, April 3, 2006 Page 1 of 1 Rs Inspection Worksheet � ,,.,� Miami Shores Village � p 10050 N.E. 2nd Avenue Miami Shores, FL 0 Phone: (305)795 -2204 Fax: (305)756 -8972 , i � e Inspection Date: 02/08/2007 Permit Type: Fence/Wall Inspector: Grande, Claudio Inspection Type: Foundation Owner: MIZELL, MILTON Work Classification: Wood Fence Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Project: <NONE> Parcel Number 1131010170020 Block: Lot: Contractor: HOME OWNER Building Department Comments WOOD FENCE WITH TWO MASONRY POST FEB 0 9 2007 Inspector Comments Passed CONCRETE POST FOR WOOD FENCE 1) Foundation on west side not as per plans, plans show column setback from front of house. 2) Approved engineering calculations require #5 steel on foundation and Failed column not # 3. 2/8/06 CG. Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, February 8, 2007 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL filer Phone: (305)795 -2204 Fax: (305)756 -8972 I Jill, 200 W ri. Inspection Date: 02/20/2007 Permit Type: Fence/Wall Inspector: Grande, Claudio Inspection Type: Foundation Owner: MIZELL, MILTON Work Classification: Wood Fence Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments WOOD FENCE WITH TWO MASONRY POST FEB 2 2 2007 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 12526. CONCRETE POST FOR WOOD FENCE 1) Foundation on west side not as per plans, plans show column setback from front of house. Failed ❑ 2) Approved engineering calculations require #5 steel on foundation and column not # 3. 2/8/06 CG. Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, February 16, 2007 Page 1 of 1 -� Inspection Worksheet j Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL tx.�� +rig' � • Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/16/2008 Permit Type: Fence/Wall Inspector: Grande, Claudio Inspection Type: Final Owner: MIZELL, MILTON Work Classification: Wood Fence Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments WOOD FENCE WITH TWO MASONRY POST .SAN 17 2008 Inspector Comments Passed Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, January 15, 2008 Page 2 of 2 Permit NO. RF- 2- 06-492 Village Miami Shores g Permit Type: - .Roof 10050 N.E. 2nd Avenue P e r 1' Work Classification: Roof -New Miami Shores, FL 33138 -0000 �. Permit Status: APPROVED Phone: (305)795 2204 ~" Issue Date: 6127/2007 Expiration: 12/24120 Project Address Parcel Number Applicant 80 NW 93 Street 1131010170020 Miami Shores Village, FL 33138- Block: Lot: MILTON MIZELL Owner Information Address Phone Cell MILTON MIZELL 80 NW 93 ST (305)758 -1836 (305)494 -5222 MIAMI SHORES FL 33150 -2233 Contractor(s) Phone Cell Phone Valuation: $ 4,200.00 MEPIC CORP Total Sq Feet: 700 Type of Work: New Roof Available Inspections: Additional Info: COLOR THRU Inspection Type: Classification: Residential Hot Mop Tin Cap Tile In Progress Final Roof up Lift Report Fees Due Amount Total Amt Paid Amt Due CCF $3.00 — - Education Surcharge $1.00 $ 0.00 $ 0.00 $ 0.00 Permit Fee - New Roof $250.00 Scanning Fee $6.00 Payment Type: Technology Fee $6.25 Total: $266.25 IJUN 2 1 D D In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 27, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, June 27, 2007 1 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RF -2 -06 -492 Owner Address: Invoice Number: RF -3 -06 -24239 80 NW 93 ST Applicant: MILTON MIZELL MIAMI SHORES, FL 33150 Company Name: Job Address: 80 93 Street NW Miami Shores Village, FL 33138 - Date Payment Type Check Number Amount Change Wednesday, June 27, 2007 06/27/2007 Check 2506 $266.25 $0.00 Total Payment: $266.25 Page 1 of 1 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone; (305)795 -2204 Fax: (305)756 -8972 Bill To MILTON MIZELL Invoice Number: RF -7 -07 -29002 80 NW 93 ST Invoice Date: July 02, 2007 MIAMI SHORES, FL 33150 -2233 Permit Number: RF- 2- 06-492 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 i�..::.::... ..:::::.::: iii. ' :. : -: _.: :::::::::::::.- ..:::::::...... : -::: ::::: .w: i:.. .i ::�:.i:.::.::.: :. : :: : .. :. :: :. ........ ..........::. .................:.....::::::.. ............................ ..........:::::::::::.:�::::::: .. ....................::.: :.::::::::::::::::::::::...... .. : ::.......................... .................. �:.::.:...... .: : :.:::::: .:::. �::: :.::::::: :::::::::::::::::::::::::::::._ .: ::::::::. . ::.................. :.:: :........................:::::: ::::................ ....................:.......:.. :.:.:..�:::. _:::::::::.................::::::::............................................................................ ............................... Date Fee Name Fee Type Fee Amount 07/02/2007 Reinspection Fee Fixed $75.00 Total Fees Due: $75.00 Payments Date Pay Type Check Number Amount Paid Change 07/02/2007 Cash $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00 Monday, July 2, 2007 Nlnw � Miami Shores Village � Building Department rrm,�, _ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REC D , — K - 4TZ-. BUILDING Permit No. . , - K - � � �UQ7 PERMIT APPLICATIO Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ti L-A w �-q Phone # Owner's Address ® C N \, - q3 Ci State -t" L Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) n City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name UP-j' C L CtZ- Phone # Contractor's Address g W S S City C State O F Zip I � �}, Qualifier Name GA"- K�� Q � Phone # G 6 —3 z State Certificate or Registration No Cc—c_ k - 32-tP qZ e rti ficate of Competency. No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ '4 1 '�; (0 Square / Linear Footage Of Work: t� d Type of Work: ' Addition ❑Alteration ew ❑ Repair/Replace El Demolition ' Describe Work: i Submittal Fee $ Permit Fee $ � 2 2 6 y V .� CCF $ 00 CO /CC Notary $ Training/Education Fee $ r - co Technology Fee Scanning $ ' Radon S DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ .2 -TJUN 2 7 PAID 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 jj Application is hereby made to obtain a permit to do the'w�rk and - nstAitions as- indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Y contractor The forego' g instrument was acknowi ed efore me this The foregoi trume was acknowledged before me this day of 6 20� day of � 20i L by ru DINA rw ers who is pe onally known to who is pees to me or who has produced a: As i o i take an oath. n ,. ` NOTARY PUBLIC: -" NOT P RONALD MEDINA MY COMMISSION # DD 258363 • • � ; EXPIR Bonded Thhru Notary Pubhc Unde � ers Sign: Sign: Print: c. Dc c� • Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: 12, Plans Examiner Engineer Zoning (Revised 02/08/06) • ... III JUN 18 2007 SECTION 1524 s �' • • • _ - - - -- HIGH A ONES REQUIRED OWNERS NdTIVI0 16N iORROOFW6 ,• CONSIDERATIONS • • • • ' 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to ide the pvpery�ith the required roofing permit, and to explain to the owner the content of this secti1(A.. TI;e prQvi ;iors;of,(;haPWr 15 of the Florida Building Code, Building govern the minimum requirements and stand;;as of toe; poultry for goofing system installations. Additionally, the following items should be addressed as-part of the egreerneAt'beRn>'ben the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 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. A /4_2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). .3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. - )q- $)- 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. �q - i 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. /-{, A 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. A 9,7. 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 ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the servic ife of the roof. s wner's /Agent's Signature Date Contractor's Sig ture q3 -- - -- - PER #: Property Address Permit Number Miami Shores APPROVED BY I - Rev. 112012005, Computer Services, Building Department ZONING DEPT BLDG DEPT SUBJECTTOCOMPUAN WITH ALL FEDE AL STATE AND COUNTY RULES AND REG ULATIpNS Page 1 of 1 .. % Or ... . ..... . High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • • •• • • • • • • • Section A (General Information) • Master Permit No. • • • • • • :. • • • • _ _ Process No. Contractor's Name: • • • • • • • • • • ' • _. Job Address: • • • • • • • • • MEPIC CORP 80 NW 93 ST •_ •• • Roof Category E Low Slope [ Mechanical) Fastened Tile v" Y � ] Mortar /Adhesive Set Tile Asphaltic Shingles Metal Panel/Shingles Wood Shingles/Shakes Prescriptive BUR -RAS 150 Other: Roof Type X'New Roof Rs Roofing El Recovering 71 Repair ED Maintenance Are there Gas Vent Stacks located on the roof? D Yes "� No If yes, what type? C Natural El LPGX Roof System Information Low slope roof area (ft.z) 0 Steep Sloped area (ft. 600 Total (ft ?) 600 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): € £ € s t > £ , £ € , 1 s " € { F £ 3 { i < i £ £ i t s ._._ ._,.a ............. ........_ .... y .... __. s' £ f € ' f Page 2 htt / /www .miamidade.govi building / roofing _perTniting /permit_app_section a.HTN4L 6/7/2007 Page 1 of 1 . .. . . ... . . High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIOAPPkICATjON ••• ; .... . .. ... Section D (Steep Sloped Roof System) . . . .. ••• .. Roof System Manufacturer: SANTA FE TILE • • • • • • Notice of Acceptance Number: 05-0921.02 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): pi : 45 P 2: 95.1 P s: 95.1 Maximum Design Wind Pressures, (From the PCA Specific system): 63.8 Sloped System Description Deck Type: 5/8" Plywood Alternate Deck Type: N/A Underlayment type: 30# FELT Insulation /Fire Barrier Board: N/A Optional Nailable Substrate: N/A Fasteners: 1 1/4 R. SHANK NAIL Cap Sheet Type /Adhesive Type: 90# FELT /ASPHALT Roof Covering: SANTA FE S TILE Roof Slope: 3 '712" Roof Covering Attachment Method: POLYFOAM Roof Mean Height: 12 Ridge Ventilation: N/A Drip Edge Size & Gauger, 3° face 26 ga. Method of Tile Attachment: Drip Edge Material Type:', Galvinized Metal Adhesive, Large Paddy Polyfoam Polypro Alternate Tile Attachment Method: N/A Drip Edge Fastener Type: 1 1/4 R. SHANK NAIL Clip Spacing for Metal Roof Panels Field: N/A Perimeters: N/A Corners: N/A Hook Strip /Cleat ga. or weight: N/A Perimeter Width:', N/A Page 4 http: / /www.miamidade.gov/ building /roofing _penniting /section_d 3.html 6/7/2007 Page 1 of 1 ... . . . .... . . ... % . ... . . . ... . . .. High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECT�tONLC APPJ ICA.TION .. . . . . • Section E (Tile Calculations) �. . 000 • • • • •• • For Moment based the systems, chose either Method 1 or 2, ro Ilre 414hlues for Mr with the values from ME If the Mf values are greater than or equal to the 0 0 Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: 45 x A .297 - Mg: 5.82 = Mr1: 7.55 NOA Mf: 63.8 P 2: 95.1 x A .297 - Mg: 5.82 = Mr1: 22.55 NOA Mf: ! 63.8 P 3: 95.1 x A .297 - M 5.82 = Mr1: 22.55 NOA Mf: 63.8 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: NOA Mf: Mr Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' in Feet Roof Slope 1 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 http: / /www.miamidade.gov/ building / roofing _permiting /section_e_3.htm 6/7/2007 .. . . ... . . . ... MIAMI DARE ; : : &YA&Af -LADE 0W4YyF �ORIDA • • tff;TRO- DADE0FL•AGLLL EU ILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 e(345)437549010 • f Ar(805�4"5 -2908 NOTICE OF ACCEPTANCE (NOA) • • • • • • • • • • Santafe Tile Corporation .. ... .. 8825 NW 95` Street Medley, FL 33178 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 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: Santafe Spanish `S' Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises and renews NOA # 04- 0420.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tiger�a. a NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 1 of 5 .. . . . ... . . . . . ... . . . . . . . . .. . . . . . . . .. . . . . . . . ROOFING ASSEMBLY APPROVAL ... Catenory Roofing Sub - Category: 07320 Roofing Tiles • • • • : 60 • • Material• Clay ' . :. • : • • Deck . Ty Wood •• ••• •• I. SCOPE This revises a roofing system using Santa Fe " Santafe `S" Clay Roof Tile, as manufactured Santafe Tile Corporation and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION M_ anufactured by Test Product Applicant Dimensions Specifications Description Santafe `S' Clay NIA TAS 112 One piece high profile clay roof tile equipped Roof Tile with two nail holes. For nail -on, mortar set and adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness Manufactured for each file profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date The Center for Applied Engineering, Inc. 94 -156 -8 TAS 101 Aug. 1994 94 -156 -9 TAS 102 The Center for Applied Engineering, Inc. 25- 7205 -1 TAS 101 March 1995 The Center for Applied Engineering, Inc. Project: 07- 07 -00 -91 TAS 100 Sept. 1994 (307023) Redland Technologies 7161 -03 TAS 108 Dec. 1991 Appendix I1 (Nail -On) Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies P 0402 Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails nz,-. NOA No.: 05- 0921.02 Expiration Date: 02101/11 Approval Date: 02102/06 Page 2 of 5 Test Aaency Test Identifier Test njjp Itanorf • . ` *Date • • Redland Technologies ! • gi P 0647 -01 TAS 108 "' ' Aug. f99 (Mortar Set) Redland Technologies " ' • . • • • • • g P 0631 -01 Pq 10$.; �u� 19 (Mortar Set • • • • • Cclotex Corporation Testing Services 520305 -01 thru 05 PA 102 June 1999 IBA Consultants, Inc. 2353 -4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC- 003 -02 -01 TAS 101 12/06/02 IBA Consultants, Inc. 2353 -70 TAS 101 09122/03 IBA Consultants, Inc. 2353 -71 TAS 101 09/22/03 IBA Consultants, Inc. 2353 -93 ASTM C 1167 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file 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. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (lbf) Length -1(ft) Width -w (ft) Santafe 'S' 6.7 1.5 0.958 Table 2: Aerod namic Multi I ers —% ft Tile X (ft) 1 (ft) Profile Batten Application Direct Deck Santafe `S' 0.274 0.297 © NOA No.: 05- 0921.02 .4 Expiration Date: 02101/11 Approval Date: 02102/06 Page 3 of 5 Table 3: Rest Moments due to Gravi aNN ft-lb ;. Tile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6":12" 7 ":12" or Profile to Battens Direct Battens Direct Battens Direct Battens Direct atler� Direct• B)ittggs 17igect Deck Deck Deck Deck • :': beck • • D Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.5,% 5. 2 • 9 5.0& • MA Table 4: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Nail -On S stems Tile Profile Fastener Type Direct Deck Battens Santafe 'S' 2 -10d Rin Shank Nails 21.8 N/A One #8 Screw 29.16 N/A Two #8 Screws 38.28 N/A One #8 Screw w/ Clip 57.31 N/A Two #8 Screws w/ Cli 57.60 61.77 1 screws as noted 'Product manufactured by others'. Table 5: Attachment Resistance Expressed as a Moment M, (ft -lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Santafe 'S' Tile Bond 38.9 Pol oam lolypro AH 160TM 28.5 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc. Average weight per patty 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Sin le Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Santafe 'S' Polyfoarn Polypro AH 160TM 63.8 Pol oam - Polypro AH 160TM 61.9 5 Paddy placement of 63 grams of Polypro AH 160Tm 6 Paddy placement of 24 rams of Polypro AH 16OTM Table 6: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Santafe 'S' Mortar Set 23.6 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". NOA No.: 05- 0921.02 I n Expiration Date: 02/01/11 Approval Date: 02/02106 Page 4 of 5 t • • ••• • • • ••• • • ••• • • • • ••• • • • •• • • • • • • • •• • • • • • • • 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. •• . 0 . .. .•. •. 6.1.2 Any other documents required by the Building Official or aip is able b� i;di *g code in order to properly evaluate the installation of this system; • ; • PROFILE DRAWING "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 05- 0921.02 Expiration Date: 02101/11 E CT! is--lb Approval Date: 02102106 Page 5 of 5 . ..• ... .. •• . • • •• •.. • • • • • • • • • MI DADS �0 0 * .' •:; s : o *.M JII -DADE COUNTY, FLORIDA • • • f:EJPO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) • •' • •' .: 440 W69`f FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE ( 0 . • 00 0 '0 00 0 • Polyfoam Products, Inc. • • • • • . • 11715 Boudreaux Road •• • • • • ••• •• Tomball, TX 77375 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo, NOA No.: 06- 0201.02 Expiration Date: 05110111 Approval Date: 04/13/06 Page 1 of 7 . .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . .. . ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: • • • • • • • Polyurethane . ... . . . . .. . SCOPE: .. .. . ...... . This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro® AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Prope Test Results Density ASTM D 1622 1.6 lbs. /ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs. /Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm /Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change a -40 F., 2 weeks +6.0% Volume Change @158 ° F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. _ NOA No.: 06- 0201.02 Expiration Date: 05/10/11 ` Approval Date: 04113/06 Page 2 of 7 . . . . . . . . . . . . ... . . . . .. . . . .. . . . . . . . EVIDENCE SUBMITTED: • .... .. . ... ... Test Ageney Test Identifier Test Name /Report Date Center for Applied Engineering #94 -060 .. . . . ..TAS-W l .. 04/08/94 257818 -117A :.: : : : ;Aj•101 • � 12/16/96 25- 7438 -, . • • • • � � �� _� 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. ' F 2 F ' MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 . ••• ••• • • • • • • • • • 000 00* INSTALLATION: • • • • I. Polypro® AH160 maybe used with any rooi'tile assembly havfitg a cuTrent NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro6 AH160 shall be applied in compliance with- heComponeat.A�ication section and the corresponding Placement Details noted herein. YTha 40 tik assembly's arhesive attachment with the use of Polypro® AH160 shall provide suff4�ienjaiaolMie * ges! as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTFI000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. forams) (rams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34 /pa Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 g LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 N Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • • ••i • • • ••• • • • • • • • • • •i• ••• • • ••• ADHESIVE P .,%CE1gENT it 'PA )± • • • SINtXE * PATT''• i •: • ' •' Nail through plastic cement Paddy (Beneath Tile) i Nil thWugh wastic Zeyrent • • • +•t • • • • Paddy (Beneath Toe) UnderlaymeN • UJAajmerU • • • i i �. . . . . •• 10 in. In 10 in. Eave Course 2 In Fascia Eave Course Fascia weephols Eave course only: Eave course only: Eave closure Eave Closure Keep adhesive approx. Keep adhesive approx. Drip edge 41 up kom weepholes 4 in. up from weepholos Nail through plastic cement Paddy (Beneath Too) 1) Place enough adhesive to achieve 1T to 23 ptional 2x4's for Undedayment square inches in contact with the pan file steep pitch applications Nail through plastic cement 4 Turn covers upside down. Place adhesive 112 in. To 1 in. From outside edge of cover Ole. Then install the Ole. c 10 in. Underlayment _ 2 in. O O Eave Closure Eave course only: Remov / Keep adhesive approx. 4 in. up Fascia lop portion Sheathing weephoies of the save course cover tile. Abut to second course of Pon tiles. Ensure cave end of DPtionel pan and cover ties are Point-up Mortar flush at eave line, on longitudinal Eave closure Weephote Fascia Bo r edges of the (mortar shown) NOA No.: 06- 0201.02 _ Expiration Date: 05110111 Approval Date: 04/13/06 Page 5 of 7 •• r• • • • % •• • ADHESIVE P A 4)EI;A.IIJ • • • SINbe E*'ATA- • • % • • • • . •...... •. . Nail through plastic cement Paddy (Beneath Tile) Nall through plastic cement Paddy (Beneath 111e) Underlayment • °� Underfayment 1 a 7 in. 2 in. ° 7 in. • Eave Course ° •� • Fascia Fascia Weephole Eave Course Eave closure Eave Closure Drip edge Nail through plastic cement Paddy (Beneath Tile) Underiayment Tin, i� In. o Eave Closure Eave Course Fascia NOA No.: 06- 0201.02 " Expiration Date: 05110111 Approval Date: 04/13/06 Page 6 of 7 %.• . .. % • . ..• . ADHESIVE kA'C9MENX DjTAIj 1 . • • DOUBLMATI!Y •'• • •• • • • •• ••. •• Nail through plastic cement Paddy ail t4roagh plastic eemint • Single paddy under tile (between tile) Underlayment Single paddy between the Paddy (under tile) ° 2 in. x 7 in. medium size paddy eave course only Q Single paddy Sin. under tile tin. x 3 in. x 3 in. O r (� Sin Single ^` 4 In. J.` 2 in. 9 paddy 2 in. �in. Single *c' under- paddy on layment ° under. layment Single paddy Fascia Eave course on top of the Weephole Single paddy 2 in. X l in. medium Eave Eave closure on top of file size paddy eave Course Fascia course only Drip edge Nail through plastic cement Single paddy under the Single paddy between tile ° Jr 3 in.x 3 in. 4i ° Single paddy on underlayment 2 in` Single paddy Eave Closure on top of tile 2 In. x 7 In. medium Eave Course Fascsize paddy eave course only END OF THIS ACCEPTANCE n NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL x f Phone: (305)795 -2204 Fax: (305)756 -8972 l bp g o :::::.::::::::.::::................................................. ............................... Inspection Date: 08/15/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Final Roof Owner: MIZELL, MILTON Work Classification: Roof - New Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: MEPIC CORP Building Department Comments NEW ROOF ON ADDITION G 1 2007 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 10776. No permit, No uplift report, No ladder on site for final inspection. 8/2/07 CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, August 14, 2007 Page 2 of 2 A _-1_ A00mbe ENGINEERING , :I ) DCI Certificate No.: 04-1013.02 13284 SW 120 Street, Miami, FL 33186 TEL: (305) 233 -3997. FAX: (305) 233 -7720 CONCENTRATED UPLIFT TEST FOR ROOF TILE COMPLIES WITH THE FLORIDA BUILDING CODE PROTOCOL TAS 106 Property Address 80 NE 93 St. PCA No Project Owner M Tec Roof Pitch 3:12 Contractor Me is Corp. Testing E ui ment Shim o FGE -500HX Cert. No.: 31245 Roofing Squares ± 7 Testing Force t 35# Roof Tile Santa Fe Inspection Date By ozzy Set Tile System Polyfoarn Test Date 7/26/07 Lab Permit No Job No Report No I X07 -07042 ROOF SKETCH SEE ATTACHED Test Results Required Tests Total Percent Roof Area Tests Conducted Passing Passing Perimeter 3 17 17 100% Field 2 17 17 100% Corner 8 8 8 100% TOTAL 13 42 42 100% The roof illustrated on page 2 has Passed: X Failed: the uplift test in accord ce with Florida Building Code TAS 106 Protocol. "7 b George Gala , P.E. Civil Engineer P.E. No. 60080 Crossroads Engineering Lab Certification # 04- 1013.02 Page 2 Aroperty Address 80 NE 93 St. Project Owner M Tec Engineerin Lab Report No. X07 -07042 P ` P P P '' P P P, P p P' W P Existing 2 P Houma 3 P AREA (SQF7) Leg Total 1664 Failed: Perimeter ,t300 Field ±364 Passed: P CRt�DS �N6�NF.�RIN6 44'1 N 100 5T " °�F= ►! Inspection Worksheet f Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL L ' F N 1'ES tN 56 t� Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number; INSP -1 { 773 Permit Number: F- - 06-492 Inspection Date- 46f49t3@07 11 2-16 4 b� Permit Type: Roof 1�a Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: MIZELL, MILTON Work Classification Roof - New Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: MEPIC CORP Building Department Comments NEW ROOF ON ADDITION Inspector Comments Passed Failed E]_ Correction Needed Re- Inspection Fee ($75 No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, June 28, 2007 Page 1 of 2 X ORE -3, Inspection Worksheet Miami Shores Village Hill 10050 N.E. 2nd Avenue Miami Shores FL kPt©Riv Phone: (305)795 -2204 Fax: (305)756 -8972 sp Inspection Date: 07/0212007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: MIZELL, MILTON Work Classification: Roof - New Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: MEPIC CORP Building Department Comments NEW ROOF ON ADDITION Inspector Comments Passed change day by Mr. Medina 6/29/07 7/2/07 Roof allready mopped, no one on roof working, no pictures of back nail on permit package. CG. Failed El Correction Needed Re- Inspectio y Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, July 2, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village aaaahM� 10050 N.E. 2nd Avenue Miami Shores FL f MT $1N Phone: (305)795 -2204 Fax: (305)756 -8972 :::::::::: .... rt . ect :.l l l :.> ......... ............:::::;:.::.;:;:.;::.;:;;;;.;;:;;;.:::.;;:.;;:.;:.;:.;:::::::::::::::::::::::::::::.:::::::::::::::::::::: :;......:::.....::.. ':::::::::::::::�.::. Inspection Date: 07/13/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tile In Progress Owner: MIZELL, MILTON Work Classification: Roof - New Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: MEPIC CORP Building Department Comments NEW ROOF ON ADDITION 'JUL 1 ADO Inspector Comments Passed Failed El Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, July 13, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/28/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tin Cap Owner: MIZELL, MILTON Work Classification Roof - New Job Address: 80 93 Street NW Miami Shores Village, FL 33138 - Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: MEPIC CORP Building Department Comments NEW ROOF ON ADDITION Infraction Passed Comments TIN CAP SPACEING True JUN 2 Li 2007 Inspector Comments Passed t� 0 Failed Correction Needed Re- Inspection Fee ($75 No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, June 27, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL ��StN tg Phone: (305)795 -2204 Fax: (305)756 -8972 HH :t::: •....ii'i i': yl ..r ��..[ �t�l.i.[ ... •. .::::. .. ::: i:::: ' ii:• iiiiiiiiiiii ::::::::::: iiii: iii: � i:i•: iiiiiiiiiiiiiiiiiiiiiiiii :•iiiiii:4: ^ii:: n'n:: ^i} .. •. • . .. ::i::: Inspection Date: 07/03/2007 Permit Type Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: MIZELL, MILTON Work Classification: Roof - New Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: MEPIC CORP Building Department Comments NEW ROOF ON ADDITION JUL o 3 7,007 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 10773. change day by Mr. Medina 6/29/07 7/2/07 Roof allready mopped, no one on roof working, no pictures of D Failed back nail on permit package. CG. Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, July 2, 2007 Page 2 of 2 a F � - � � } 3 �a.�.� -» •'3 i � ..� +� ' u Ar -- .0 _ L y 4 l � � 1 I �r r ray STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 RAWET, JAMIE MITCHEL ADVANCED DESIGN AND CONSTRUCTION CORP 4801 JOHNSON RD STE 7 COCONUT CREEK FL 33073 $TAI!C?titbl Congratulationsl With this license you become one of the nearly one million DF USN> Floridians licensed by the Department of Business and Regulation. Our professionals and businesses range from architects to yacht brokers, from ." r'uS boxers to barbeque restaurants, and they keep Florida's economy strong. a Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the 1 "'A' CdNB''i Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We ` constantly strive to serve you better so that you can serve your customers.; IF, Thank you for doing business in Florida, and congratulations on your new license! 480ft4 q 35� lE�f�k DETACH HERE AC WMA � N 616A TxoN # +2t t18pi�a`4t�OZ :.08''4 46 " ir�� WT�N�iSii�Y ����, �� -. - 4 L � , �' t � � F � i •. j a i 4 r r' �" Nrame ;�b @�,CW t ' Und�ir.:' trhe`.` gr ' v '� 'r�>x CHa,� + RAWET,_ JAMIE i+ �Ci>:�' 2, ADVANG3F�; DE9I ADTn COtSTltirtG3 CO kit 4801 J'dHNSON -R �D,:.'''r fSCJITE 7 m ' C0C0NUT CRLE 1 i C1 14 C CH RLg V DRAW d l Y Y� •' ERNES ii� F E l 4 I � SECRETAR' ' BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954- 831 -400 VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 s 1 DBA: Receipt #: 180-7321 ! Business Name: ADVANCED DESIGN AND CONSTRUCTION C Business Type: GENERAL CONTRACTOR (GENE L Owner Name: jAMIE M RAWET CONTRACTOR) Business Location: 2121 FILLMORE ST Business Opened: 09/01/2005 HOLLYWOOD State /County /Cert/Reg: CGC 1509728 Business Phone: 954- 394- 6260 Exemption Code: NONEXEMPT Rooms Seats ' Employees Machines Professionals 1 g For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 3.00 0.00 0.00 0.00 0.00 30.00 s THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is WHEN VALIDATED non - regulatory in nature. You must meet all County and /or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that Mailing Address: it is in compliance with State or local laws and regulations. ADVANCED DESIGN AND CONSTRUCTION C Receipt #013 -08- 00000943 2121 FILLMORE ST Paid 09/25/2009 30.00 HOLLYWOOD, FL 33020 09 -29 -2009 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * CERTIFICATE OF ELECTION TO HE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies thfFt , the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE 09/2912009 EXPIRATION DATE: 091291201140 PERSON: RAWET JAMIE M FEIN: 593793380 BUSINESS NAME AND ADDRESS: ADVANCED DESIGN AND CONSTRUCTION CORP 16075 SINS RD APT 202 DELRAY BEACH FL 33484 SCOPES OF BUSINESS OR TRADE 1- CERTIFIED GENERAL CONTRACTOR INPQRTANT. Poisueal to Chapter 440. 05141, r.s., an ontcor or a corporatitrrl who nicarr exculptlun from Ibis chapter by Rhrtg a Oenlf Icato of election under thin section may act recover beneflts or compensation under this chapter. Porsaaat to Chapter 440 0FAW, VS, Certificates of election to be exempt... apply only within the scope of The business or bade listed on the notice of election to be exempt. Pmsusal to Chapter 44o.osoa), r.s., Notices at election to be axempi and certificates of election to he exempt shall be subject to revocation if, aI any time after the filing of the notice or the issuance of the certificate, the person named an the notice or tuitificale no longer meets the raquitemelds of this section for issuance Of a cettifitala. The deparlmeal Shall revoke a certificate at any time for lailaro of the Moore named an the certificate to meet the requirements of this section. (WESTIONS? (350) 413-1509 OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE of FLORIDA IMPORTANT DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS COMPI393ATION r F Pursuant to Chapter 440. 05{14), F.S., an officer at a corporation who CONSTRUCTION INDUSTRY O elects exemption from this chapter by filing a certificates of election CfStTIFICATE OF ELECTION TO N EXEMPT FROM FLORIDA L under this section may not recover benefits or compensation under this WORKERS' COMPENSATION LAW D chapter. EFFECTIVE 09/29 /2009 EXPIRATION DATE: 09/29/2011 Pursuant to Chatter 441105(12), F.S., Conificatos of oloction to be PERSON: JAMIE N RAWET H exampt.. apply only within the scope of the business or trade listed on FEIN: 683783380 E the notice of election to be exempt BUSINESS NAME AND ADDRESS: E Ptasuant to Chapter 44O.05113j, F.S, Notices of election to be exempt ADVANCED UI:SN:N AND CONSTRUCTION CORP and certificates of all ation to be exempt shall be subject to revocation Ico>L stmt M) AVI 707 if, at any time after the filing of the notice or the issuance of the t7 RAY NfACH, H 33484 cartificate, the person named an the notice or certificate no longer meets the requirements of this section for issuance of a tartificaM The department shall revoke a certificate at any time for failure of the SCOPE OF 9USINESS OR TRADE: parson named on the certificate to meat the requirements of this I- r.FRTIFIFn C,FNFRAI CnNTRACTOR section. QUESTIONS') (8501 413-1609 CUT HERE Cwry bottom portion On the job, keep upper portion for your rocords. OWC -262 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 T /T:abed S6e92-9 €bS6T: UL6TMEITSIS auo6 au ?Iaw -J(] :woud 90 :)T-6002- 80 -1z)C Sep 23 2009 5 :20PM HP LRSERJET FAX 9549581256 p.4 DATE ((IfYYI VK� CERTIFICATE OF LIABILITY INSURANCE 0=3= PRODUCER Econo Insurance THIS CERTIFICATE IS!ISSUED AS A MATTER OF INFORMATION! ONLY AND CONFEIN.4 NO RIGHTS UPON Tim CERTIFICATE 145 E. H Asboro BIVCL HOLDER THIS GATE DOES NOT ANEW, EXTEND OR Deerfield Beach, FL 33441 ALTER THE MgMME AFFwWDEQ BY THE POLJQ Of N3 Phone (854)428 -8840 Fox (954)427 -SM INSURERS AFFORDING COVERAGE N�4tC li► INStIR1'sD ADVANCED DESIGN CONSTRUCTION INC INSURER AMERICAN `VEHICLE INS 2121 FILLMORE ST INSURER C: HOLLYWOOD, FL 33019 MUR D• INSURER I COVERAGES INSURSt i~ THE POLICES OF MOURANCE LISTED NAVE BRE:N ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICYYPERIOD IiiD ICATED. I+taM G ANY REQUIREMENT, TERM OR CONDnION OF AMY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO RCH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED SY THE POLICIES DESCRIBED HEREIN I3 SUBJECT TO ALL TR E EXCLUSIONS AND COIIDlTION8 OF SUCH POUCiES. AGGREGATE LMTS 514OWN MAY RAVE BEEN REDUCED BY PAID CLANS. 1 ADD'L TYPE OF IININ)RANCE POLICY NUMBER MWI)I RIE 2rj LMlm OENERALLIABLITY Of.'=REWZ _ 1,0OO,OCIO 2 COMMERCIAL GENERAL LIABILITY 636424 09/22109 09/2ZN0 PRI9 WS (F 100,00() ❑❑ CLAIMI MADE EO OCCUR NEO E]<P (Aryone pomm) 5,000 A ❑ ❑ PERSONAL S ADV INJURY 1.000,000 ❑ GENERALAGGREGATE 2,000,000. GENLAGGREGATELIMITAPPLIESP PRODUCTS 2,000,000 Rl POLICY ❑ PROJECT ❑ LOC AUT01IOB11.E LIABSdTY COMBINED SINGLE LIMIT ❑ ANYAUTO seddwn ❑ ALL OWNED AUTOS BODILY INJURY [] ❑ SCHEDULED AUTOS ❑ HotMAUTOS BODILY NJ" ❑ LYON OWNED AUTOS i (� aeoider>f} ❑ PROPERTY DAMAGE I (Per no i GARAGE LIABRM AUTO ONLY • EA ACCIDENT ❑ ❑ ANY AUTO OTHER THAN FA ACC- El AUTO ONLY; AGO OCR LIANUTY EACH OCCURRE ❑ ❑ OCCUR ❑ CLAMS MADE AGG REGATE CJ DEDUCTIBLE ❑ RETENTION S WORMERS COMPENSATION AND TA EMPLOYERS' LIAMUTY -- ANY PROPRIETOR I PARTNERI LMCUTIVE EJ— EACH ACCIDENT OFFICER I MEMBER EXCLUDED? E L DISEASE. -EA EMPLOYEE If yw deec" wrier L P E L. ESL ASE - POLICY LIMIT OTHER DESCRMTTON OF OPERATIONS I LOCATIONS I V840AS I EXCUJSROIM ADDED BY VIDORSEMENT t > AL OROV"NONS GENERAL CONTRACTOR I CERTIFICATE HO CANCELLATION SHOULD ANY OF THR AiOVd DESIMED POLICES U CANCELLED BEFOW THE EXPIRATION DATE THEREON THE WSUM I SLMIt WILL ENDEAVOR TD MAIL f CITY OF HOLLYWOOD 10 DAYS WRTtTEN 0 THE CERWICATE HOLDER NAILED TO 26Q0 I f OLLYUVOOQ �� THE LEFT, BUTF-AI.URZ I SO EHAL 1. IMPOSE NO ODLRGATM OR LIABILITY f HOLLYWOOD, OD BL LA 33022 os AWr ictlm uPOPt TIE ITS A4ENTS OR REPRWI�ATIVU. j AUTHORIZED RBPRP„SENTA FAX: 1 954.921 - 3037 ACORD Z6 i/0!T} GIF D ACORDI CORPORATION 1986 v MVER - G i E WT L RAWE . M UNI i ;c�amae &veilse�is rs�MiaMiraAy Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 h41 lA�R t l Permit Permit Status: APPROVED Issue Date: 12/31/2006 Expires: 02/28/2007 Permit Number: MC- 2 06-493 Owner's Name: MILTON MIZELL one: (305)758 -1836 Permit Type: Mechanical - Residential Parcel #: 1131010170020 Work Classification: Addition /Alteration Block: Lot: Job Address: 80 93 Street NW Section: PB: Miami Shores Village, FL Contractor(s) Phone Primary Contractor Total Square Feet: 0 BLUE BREEZE AIR CONDITIONING 305 - 865 -1220 Yes Total Valuation: $ 8,000.00 C omments: Re uired Ins ections CHANGE OUT AIR CONDITIONING AND ADD NEW AIR CONDITIONING WITH Rough DUCT STATION IN NEW ADDITION Rough Duct Ventilation Smoke Test Additional Information Hood Smoke Det Test Tons: Additional Info: Final Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount LI CCF $4.80 ce Number Amt Due Amt Paid -06 -24236 $296.40 Education Surcharge $1.60 l: Permit Fee - Additions /Alterations $280.00 Scanning Fee $3.00 ' JuN 0 2 PAID Technology Fee $7.00 Total: $296.40 �� g 2-4- Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature .i . JL %.1{.JL JL 1..l h.1.i 1 %.J 1 Sd 1J T l A l lr�b %W Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING =7 Permit No. �- d�►�o "� 'I1VITPFLICATIO Permit No. IBC 200:1 Permit 'Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Qro o 3 ZEL4— Phone # cl®S) 7s e- WU Owner's Address RD i J. W, 1 7 > r Ciiv _.JAl_ ?,yi0q S State L_ Zip _3��1 Sb Tenant /Lessee Mum Plione # :* % (where the work is being done) City ___ Miami Shores Village i County N ia mi -Dade Zip Is Building.Historically Designated YES NO (oatiractor',v:(�vsn inure C��!✓ Phone# 3p5 -�(rS —/e— ZJ Contractor's Address Cily ni' l-7 1 7 / State Z Zip 33) 6 ?! 7 M0 o t-V'o 1 q State CertiFichte €sr P. " . lo. CA C� y ( "�. y V Certificate of Arc hitec ngineer's Name (if applicable) C_ �/�� �`Z , l Phone # es - ?J T 3 i 9 & of Wcn* Few F 't t�J000 S(I uatre IR 1;yp+e4 : []Addition []Alteration New R�Re air/Re lace p p ❑Demolition Jlescsab Ws c: p ou77 4 ,4G AJb /UTA j 0 C; ,� w / ,Z , VG% 5y5i� A Submittal Fee $ Permit Fee $ l.% CCF x 4 — CO /CC Notary S Training /Education Fee S - 0 Technology Fee Scanning $ 3 • Radon $ Zonin Boud Code Enforcement S Stnnctural Plan Review. Total Fee Now Due 2 9 A T C). (Continued on opposite side) . Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) F 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 worts or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR' IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absenqf of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ' Owner' r Agent n c or p The foregoing instrument was acknowledged before me this The foregoing instrument wa ac owledged before me this�v day o < Q7 , 20 06 by day of f'� tm _, far c� who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. ` 1Af r as identification and who did take an oath. NOTARY PUBLIC: Sign: t Sign: J)D.?Jf7 -? Print: c Gv Print: // lG oli O VQ, JR• My Commission Expires: t ueia Carbo" Cxtedas My Commission Expires: - #8 Wtb*N#$W* ticA:. 8�» 14pl�DTHF:tt9�B -�71�" �k APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Che 05/13/03 ADDENDUM TO BUILDING PERMIT APPLICATIDN AN AL'PLICATION FOR BUILDING PERIMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTEP, PERMIT HAS B. OBTXLINI D, THE OWNZ - a' S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL TEM UNIT FEE ITEM 7UNIT FEE ITEM UNIT FEE ATH TL6 SWITCH OUTLETS I SPACE HEATERS I OET L 19-7 OUTLETS I CENTRAL HEAT I NG I !Q W ISHWASHER I I RECEPTACLES A/C (WIND) I (SPOSAL I SERVICE TEI�ORARY I A/C (CENTRAL) I " RINKIIG FWAIN I SERVICE SIZE IN A)PS ( OLCT WORK LDOR DRAIN I SERVICE REPAIRAETER CHANGE REFRIGERATION REASE TRAP APPLIANCc OUTLETS ( I PROCESS AND PRESS PIPING I NTERCEPTOR I RANGE TOP UNDERGROUt� TANKS AVATORY OVEN I ABOVE (ROUND TANKS 'UNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS IOTHES WASHER I WCTCRS G 1 + I STEAM BOILERS I ;HDytER MJTCRS OVER 1- 3 1-P HOT WATER BOILERS I I > INK, POT /3 COW. I I MCTCRS OVER 3- 5 If I ECHAN i CAL VENT I LAT I DN 31NK, RESIDENCE I M3TCRS OVER s 8 FP TRANSPORTING ASSMLIES 31NK, SLOP I MOTCRS OVER B- 10 If ELEVATORS/ESCALATORS I TEIPORARY WATER CLOSET MOTORS OVER 1C- 25 If FIRE SPRINKLER SYSTM I I URINAL MDTCRS OVER 25-100 HF COOLING TOWERS 'MATER CLOSET I MJTCRS OVER 100 H? I VIOLATION INDIRECT WASTES I I I A/C WINDOW ( REI.NSPECTJON I I WATER SLPPLY TO: I I I AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER I GENERATORS TRANSFORMERS HEATER -NEW INST. I GENERATORS"TRANSFORIERS I I HEATER - REPLACE I I GENERATORS TRANSFORMERS ( I LAWN SPRINKLER -WELL I SPECIAL PLRPOSE I I I SW I W I NG POOL OUTLETS COIKRC i AL I I WATER SERVICE SIGN TUBES SEWER CONNECTIONS -SIGN TRANSFORMERS UTILITY -SEWER I SIGN T kE CLOCK UTILITY -WATER ( I FIOYES SEPTIC TANK ANTENW RELAY I I TELEVISION OUTLETS DRA.INFIELD, 4" TILEAES.' ` ( I VIOLATION PUMA L ABANDON SEPTIC TANK ( I REItGPECTION ( I I SOAKAGE PIT CU. FT. CATCH BAS IN DISCHARGE WELL DM ESTIC WELL I I AREA, DRAIN I f r I ROOF INLET SOLAR WATER HEATER I I I I I I ( I FIRE STANIFIFE I I POOL PIPI ro I f ! ( ! I I LAWN SPRINKLER SYSTEM. I ! I GAS RANGE I I METER, SET (GDS) I l I ! I I I GD" PiPlk: ` Inspection Worksheet .,, p Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �oRioP Phone: (305)795 -2204 Fax: (305)756 -8972 S ~ FIMMEM, _ us. ":. r Inspection Date: 01/1612008 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Final Owner: MIZELL, MILTON Work Classification Addition /Alteration Job Address: 80 93 Street NW Miami Shores Village, FL Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: BLUE BREEZE AIR CONDITIONING Phone: 305465 -1220 Building Department Comments CHANGE OUT AIR CONDITIONING AND ADD NEW AIR CONDITIONING WITH DUCT STATION IN NEW ADDITION " I N 2 4 zoos Inspector Comments Passed cc Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, January 15, 2008 Page 2 of 2 s� Inspection Worksheet l Miami Shores Village r� 10050 N.E. 2nd Avenue Miami Shores, F .,.r Phone: (305)795 -2204 Fax: (305)756 -8972 { .::Yi ::::!' ::� .::::::::::::: i+ i: iiiiii:> i:{:' riiiiiiiiiiiiiiiii' iiii:: i:: i:: i:::: i:::: i::::::' i::.'• iiiiiiii ::isL:::::iiii: ;;:; {:i: :ij }::::i }:::::. `::.; ::::•:. ••.: � �: "': •. .' ' 'ri:: Inspection Date: 08/13/2007 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Rough Duct Owner: MIZELL, MILTON Work Classification Addition /Alteration Job Address: 80 93 Street NW Miami Shores Village, FL Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: BLUE BREEZE AIR CONDITIONING Phone: 305 - 865 -1220 Building Department Comments CHANGE OUT AIR CONDITIONING AND ADD NEW AIR CONDITIONING WITH DUCT STATION IN NEW ADDITION AUG 16 2001 Inspector Comments Passed KITCHEN HOOD Failed Correction I Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, August 13, 2007 Page 2 of 2 i Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation Manual. Second Edition. REYES -GAW AN Consulting Engineers,inc. 16252 N.W. 79 Av, Miami Lakes, JOB Nam: MIZELL RESIDENCE FI 33016. Tel:(305) 828 -5205 Actress.: 80 N.W. 93 RD STREET MIAMI SHORES, FLORIDA Date: 02/02/05 Unit / Area served: AHU -1 Calculated by. A.M. Checked by. R.G. ITEM SOLAR SHADE T. AREA BTU /HR ITEM AT U T. AREA BTUtHR N. Glass 37 x x = 0 N. Wall 14 x 0.3 x 0 = 0.0 NE. Glass 66 x x = 0 NE. Wall x x = 0.0 E. Glass x 37 x 78 = 2886 E. Wall 24 x 0.3 x 153 = 1101.6 SE. Glass 82 x x = 0 SE. Wall x x = 0.0 S. Glass x 37 x 24 - 888 S. Wall 17 x 0.3 x 226 = 1152.6 S.W. Glass 82 x x = 0 SW. Wall x x = 0.0 W. Glass x 37 x 12 = 444 W. Wall 24 x 0.3 x 229 = 1648.8 NW. Glass 66 x x = 0 NW. Wall x x = 0.0 Hot. Glass x x = 0 Knee wall x x = 0.0 T. Glass area = 114 Subtotal = 4218 T. Wall Area= 608 Subtotal = 3903 ITEM AT U T. AREA BTU/HR ITEM BTU/Unit TOTAL BTU /HR Partition 13 x 0.09 x 0 - 0.0 230 x 2 = 460 Roof 48 x 0.05 x 628 = 1507.2 to 1200 x 1 = 1200 Floor 13 x 0 x 628 = 0.0 1'il t. IxQxDT = 45.216 x 16.5 = 746.1 Ceiling x x = 0A is - 200.0 Subtotal = 1507 Subtotal = 2606 TOTAL SENS. = 12234 Btu/Hr GTH =TOT. SENS. x 1.3 = 15905 Btu/Hr R; T py ONS 1.3 HEAT LOSS USE = 1.5 Tons ITEM T. AREA LT U BTU /HR Cftn = 600 Walls 608 x 27 x 0.3 = 4924.8 Sq.Ft./T - 418.7 Roof 628 x 27 x 0.05 = 847.8 CFM/sq.ft = 1.4 Floor 628 x 27 x 0 - 0.0 Glass 114 x 27 x 1.1 = 3385.8 Ventilation= I.1xDTxQ= 1.1 x 27 x 45.216 = 1342.9 Partition 0 x 27 x 0.09 = 0.0 TOTAL 10501.3 Btu/hr KW 3.1 Kw Q= ARCHxVOLJ60= 0.48 x 5652 f 60 = 45.216 Area A/C= 628 Sq. ft. Volume A/C= 628 x 9 = 5652 Cu. ft. °n #r Inspection Worksheet ... s Miami Shores Village a •o,� 10050 N.E. 2nd Avenue Miami Shores, FL • ' '"taRU` Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/30/2007 Permit Type: Mechanical Residential Inspector: Perez, JanPierre Inspection Type: Rough Owner: MIZELL, MILTON Work Classification: Addition /Alteration Job Address: 80 93 Street NW Miami Shores Village, FL Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: BLUE BREEZE AIR CONDITIONING Phone: 305 -865 -1220 Building De partmen t Comments CHANGE OUT AIR CONDITIONING AND ADD NEW AIR I CONDITIONING WITH DUCT STATION IN NEW ADDITION M AY 0 3 200 1 c Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, April 25, 2007 Page 1 of 2 Miami Shores Village � 10050 N.E. 2nd Avenue "" " "' Miami Shores, FL 33138 -0000 - F g ,� � Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 3/27/2006 Expires: 02/28/2007 Permit Number: EL- 2 06-491 Owner's Name: MILTON MIZELL one: (305)758 -1836 Permit Type: Electrical - Residential Parcel #: 1131010170020 Work Classification: Addition /Alteration Block: Lot: Job Address: 80 93 Street NW Section: PB: Miami Shores Village, FL Contractor(s) Phone Primary Contractor Total Square Feet: 0 MIAMI ELECTRICAL SERVICES INC Yes Total Valuation: $ 8,000.00 C omments: Re uired Inspections ELECTRICAL WIRING, LOW VOLTAGE (PHONE AND CABLE TV) Alteration Underground Rough WW Service Change Additional Information Meter Box Fire Alarm Type of Work: ADDITION Additional Info: Relocation Classification: Residential Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $4.80 EL -3 -06 -24237 $296.40 Education Surcharge $1.60 Total: � " Permit Fee - Additions /Alterations $280.00 C��V Scanning Fee $3.00 Technology Fee $7.00 OCT 2 3 2006 Total: $296.40 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature Miami Shores Village t Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204= F #x: (305) 756.8972 BUILDING Permit N o. 1. PERMIT APPLICATION Master Permit vo. FBC 2001 Permit Type (circle): Building Electric 1 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Mi Z. N&ZjeLG._- Phone # CZ0 $,) Owner's Address k 0 AJ, t.U. `13 S;i City "l A, k Al '" ' State ."'fir Zip ?,I I 'S'o Tenant/Lessee Name Phone # J*� mere $e work is bein g done ) VC X, V. 7 4 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated > YES NO - -_ ntraetoes C Name 1 I A 14A 1 1 k' J j r l G t� \ 5V C Phone # _(, � - — �� Contractors Address Co � M – 1( T�('fekC City I A 1A I State V F11 �lifr vti StateCertificateorRegisft*konNo. ,Fl? 1361 92 Certificate of Compet y No. Ff)OC4 Architec ngineer's Name (if applicable) M K- J} CA /M f B C L,,– Phone # '70s 4 Value of Work For this OeAk t j pl O,, 7C Square Footage Of Work: of Work. Addition Alteration New Re � ' 1 c � ❑ ❑ ❑ pair/Rep a e ❑ Demolition scribe Submittal Fee $ Permit Fee $ 0 i O CCF $ 4 0D . CO1CC Notary $ Training/Education Fee $ Technology Fee ,$ - 7 , 0 0 Scanning $ Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ - -2(=9 Cc=` .4 (Continued on opposite side) OCT 2 3 2000 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed• to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature V - TO � or Agent Contractor The foregoing instlument was acknowledged before me this The foregoing instrument was acknowledged before me this day of Y, 20 06, by /1.[I t 1 OL RiZP,ll day of j , 20 by 2 C who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath NOTARY PUBLIC:" Sign: Sign: Print: Cti r Print: . My Commission Expires: My Commission E EM. FERNIUVDEZ xp' _ MY C�iISSION R pp 406471 w facia Carbonen Gired9s EXPIRES: meat MY APPLICATION APPROVED BY: 4`Plans Examiner Engineer Zoning Che 05/13/03 ADDENDUM TO BUILDING PERMIT APPLICATION AN AFPI.ILATION FOR BUILDING PERMIT MUST ACCOF-PAN7 THIS ADDMiDUM• IF A MAST EP' PERMIT HAS E' DETAINED, TI3 OWNr3' S NOTARIZ D SIGNATURE NEED N0T EE PRESENT ON SUESEQUENT APPLICATIODtS. j PLUMBING ELECTRICAL MECHANICAL TEW UNIT FEE ITEM UNIT FEE ITEM UNiT FEE ATH TUB SWITCH OUTLETS I SPACE HEATERS I DET L 1 GKT OUTLETS Bo ( CENTRAL HEAT 114G I J ISHWASHER I I RECEPTACLES I A/C (WIND) I AL ( SERVICE TEMPORARY ( ( A/C (CENTRA.L) RINKIIC FOUNTAIN ( SERVICE SIZE IN AIPS Im DUCT WORK LDOR DRAIN I SERVICE REPAIR/I�ETER CHANGE REFRIGERATION REASE TRAP APPLIP CE OUTLETS ( PROCESS AND PRESS PIPIND N17ERCEPTOR RANGE TOP UNDERGROUND TANKS i ( ABOVE ' GROUND TANKS .AVATORY OVEN I AUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS IOTHES WASHER I MOTORS G 1 + ( STEAM BOILERS I )VWER I MOTORS OVER 1- 3 + HOT WATER BOILERS I I 'INK, POT /3 COW. ( I MOTCRS OVER 3- E + � MECHANICAL VENTILATION � I SINK, RESIDENCE MOTORS OVER s 8 f TRANSPORTING ASSE& IES ;INK, SLOP MOTORS OVER 8- 10 If ELEVATORS/ESCALATORS I TEWORARY WATER CLOSET MOTORS OVER 1C- 25 + FIRE SPRINKLER SYSTELC I 1 URINAL I MOTORS OVER 25-100 If COOLI TOWERS WATER CLOSET I I MOTORS OVER 100 H? ( VIOLATION I INDIRECT WASTES ( I I A/C WINDOW ( REI I I WATER SUPPLY TO: ( I AIR CONDITIONERS I I A/C UNIT I STRIP HEATER FIRE SPRINKLER ( GENERATORS TRANSFORMERS HEATER -NEW INIS i. I GENERATORS "TRANSFORMERS I I f HEATER - REPLACE I GENERATORS TRANSFORMERS f LAWN SPRINKLER -WELL ( SPECIAL PURPOSE I SW I W I NG POOL OUTLETS COM,ERC I AL WATER SERVICE SIGN TUBES SEWER CONNECTIONS ( ( SIGN TRANSFORMERS UTILITY -SEWER I SIGN TIME CLOCK UT I L 17 -WATER I I F I XTIRES SEPTIC TANK ANTENNA RELAY I I TELEVISION OUTLETS DRAINFIEL.O, 4" TILE/RES. VIOLATION KJW 8 ABANDON SEPTIC TANK I RE I NtSPECT I ON I I I SOAKAGE P IT M. FT. I I I I I CATCH BASIN I I I I D I S'CHARGE WELL I f DOMESTIC WELL I I I I AREA, DRAIR { I I I I ROOF IHLEi SOLAR WATER HEATER, I f I f FIRE STAMPIPE POOL PiPINu I I I f LAWN SPRINKLER SYSTEW. I F f II II I G A S RACE I I I I I I I METER, SET (GAS) I I GAr PIPIk• ` C k � � I ( � ; ®t�C Inspection Worksheet HIM Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL: Phone: _ J 05 .,/ e. 305 795 -2204 Fax: 7 ���� -_ ( ) (305) 56 8972 Inspection Number: INSP40767 Permit Number: eL - 06-491 Inspection Date: 01/30/2007 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Underground Rough Owner: MIZELL, MILTON Work Classification Addition /Alteration Job Address: 80 93 Street NW Miami Shores Village, FL Phone Number (305)758 -1836 Project: <NONE> Parcel Number 1131010170020 Block: Lot: Contractor: MIAMI ELECTRICAL SERVICES INC Building Department Comments JAN 3 12007 Inspector Comments � Passed � Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, January 29, 2007 Page 2 of 2 Inspection Worksheet ,,. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL e'05 '=%c �i Ro Phone: (305)795 -2204. Fax: (305)756 -8972 a Inspection Date: 05/24/2007 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Underground Rough Owner: MIZELL, MILTON Work Classification: Addition /Alteration Job Address: 80 93 Street NW Miami Shores Village, FL Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: MIAMI ELECTRICAL SERVICES INC Building Department Comments ELECTRICAL WIRING, LOW VOLTAGE (PHONE AND CABLE TV) 2 9 2007 Inspector Comments Passed ED partial` h LOA- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, May 23, 2007 Page 2 of 2 °' Inspection Worksheet M. q,u Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -897 to Inspection Date: 07/10/2007 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Rough Owner: MIZELL, MILTON Work Classification Addition /Alteration Job Address: 80 93 Street NW Miami Shores Village, FL Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: MIAMI ELECTRICAL SERVICES INC Building Department Comments ELECTRICAL WIRING, LOW VOLTAGE (PHONE AND CABLE TV) JUL 1 Inspector Comments Passed I v I partial Failed El / ✓ '�Gy ®�' Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, July 9, 2007 Page 1 of 2 Inspection Worksheet ee 6_ p m' Miami Shores Village _ 10050 N.E. 2nd Avenue Miami Shores, FIL :R�mt3',✓ Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/13/2007 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: W W Owner: MIZELL, MILTON Work Classification: Addition /Alteration Job Address: 80 93 Street NW Miami Shores Village, FL Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: MIAMI ELECTRICAL SERVICES INC Building Department Comments ELECTRICAL WIRING, LOW VOLTAGE (PHONE AND CABLE TV) FEB 14 2001 i Inspector Comments Passed _ Failed El / Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, February 12, 2007 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795-2204 1 -ax: (305)756-8972 ---------------------------------------------------------------------------------------------------------------------- ---------------- __ ----------- ---------------------------- ----------------- ­­- ----------------------------------------- ............... ---- ----- .............. ......... .......... .............. . ........... _ . ................. .............. ik 2.41: Scheduled Inspection Date: February 09, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: MIZELL, MILTON Work Classification: Addition/Alteration Job Address: 80 NW 93 Street Miami Shores, FL Phone Number (305)758-1836 arcel Number 1131010170020 Project: <NONE> Contractor: MIAMI ELECTRICAL SERVICES INC Building Department Comments B,1 o W'D inspector Comments Passed CREATED AS REINSPECTION FOR INSP-10771. PARTIAL FINAL PLEASE NEEDS LOW VOLTAGE FINAL AND PULL A STAND ALONE PERMIT Failed FOR THE GENERATOR. MD 12/22/200 2 Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 06, 2009 Page 3 of 30 ! r �r�� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 f:..:........ : ' ::: ........ ...w. . �w .. w ....... F: LEtI...:... .. ... ............................. .. ��!.#... ��. w�::..:....................................................................................... .................... tit. �: m' b��.. .. E�..::.:;.:.��:.;��..'�;;;:. Inspection Date: 10/25/2006 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Underground Rough OU Owner: MIZELL, MILTON 2 Work Classification: Addition /Alteration Job Address: 80 93 Street NW Miami Shores Village, FL Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: MIAMI ELECTRICAL SERVICES INC Building Department Comments Inspector Comments Passed Failed El Correction�� Needed ❑ �G� Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, October 24, 2006 Page 2 of 2 f Miami Shores Village 10050 N.E. 2nd Avenue "'" Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 �°R ` Permit Permit Status: APPROVED Issue Date: 3/27/2006 Expires: 12/31/2006 Permit Number: PL -2- 06-490 Owner's Name: MILTON MIZELL one: (305)758 -1836 Permit Type: Plumbing - Residential Parcel #: 1131010170020 Work Classification: .Addition /Alteration Block: Lot: Job Address: 80 93 Street NW Section: PB: Miami Shores Village, FL 33150 - Contractor(s) Phone Primary Contractor Total Square Feet: 0 ORIGINAL PLUMBING, INC Yes Total Valuation: $ 4,800.00 C omments: Re uired Inspections ROUGH NEW SANITARY DRAIN AND WASTE & VENT PIPE TOP OUT TUB AND Underground Rough WATER PIPES. INSTALL FIXURES Water Main Top Out Main Drain Additional Information Lavatory Water Service Type of Work: ADDITION Type of Piping: Re Pipe Additional Info: Bond Return : Heater Classification: Residential Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $3.00 PL -3 -06 -24235 $181.25 Education Surcharge $1.00 Total: Permit Fee - Additions /Alterations $170.00 SEP 2 9 PAID Scanning Fee $3.00 Technology Fee $4.25 Total: $181.25 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature ..� r ..�.a s-vi itA F_J AAV-L Od iJ V 1X1{.- t.{��..J t 3 C.J -Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: 30 22n4 r ) 756.8972 BUILDING � $ 2006 Pernnit N o. � '" AR 0. PERMIT -MIT AI'P'LIC TIO _- - - - - - -- M Permit No. FRC 2001 Permit Type (circle): Building Electrical Plumbin Mechanical Roofing Owner's Name (Fee Simple Titleholder) H i t.Tb nt ;M I ZE_ L Phone # bb S) TY2 — r t3f Owner's Address 8 b. LU. 9 3 ciiv_._mi fit Ott_ iZV,S _ State F'L Zip 3'3ts'd Tenan( /Lessee Nwne Phone # *J66 Addrie (where (lie work is being done) (,7 City _ _ Miam Sho res Village County Miami -Dade Zip l�f.!#aitdi�t CTEi!uricalty tlg YES NO Contractor's CompanyNatne ,,�,� Contractor's Address 1 `� O v % uw l�[,� P State_ Zip 3 Quafifier 14 a LA_ ex r --o State Certificate or kegistratimt Ito. G _C 05 > 7 ® Certificate of Competency No: ®rehitecl/ngineer's Name (if applicable) __V �A_ CA -(_� Phone # Vahie of Work For this Pier W't g'D 0 Square Footage Or Work: Type or Work: KAddition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition j .pescr l►e Worms ... O SL Submittal Fee Perrnit Fee $ CCF $ CO MCC Notary S Training /Education Fee S - 00 Technology Fee $ Z i Scantling 3 0 Radon S Zonin Bond Code Enforcement S Structural Plan Review. $ Tofid Tee Now Due S . Z.S (Continued orr opposite side) Bonding Company's Name (if applicable) g Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State _ Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.,... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. °WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR' IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant Inust 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 f6r the first inspection which occurs seven (7) days afte the building permit is issued. the absence szi lr posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 4&L -0wner 'r Agent Contractor The foregoing instrumeal was acknowledged before me this The foregoing instrument was acknowledged before me this day of 1,7 20 W., by day of , 20 � by who is personally known to me or who has produced who is personally known to me or who has produuced _ 'dentification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC.. NOT L116 1 Sign: Al Si CQ Print: c Print: ZA t e o1 My Commission Expires: My Commission Expires: AME C�, CEJS �qY Lucy C> n WY COA�tM1SS1I D D439509 is k k i: 'k 9: k a': k t �: k is 9c �: �c * $ t. is 9k is 9c t 9k 9c 9c.�ic • * �4t �::t �, 9c � * 9: 3c �c �c is it 9c :k 9c stir t * �: 9c 9c i t 9c is �c 9: �::F 9c * :F � * �' �:t,�cah.kat � HSµP �• '• ccHJr OcWkr 2Z 2W 1400.3- NOTARY �.'tFL �Nomy Dismmt As= Co. APPLICATION APPROVED BY; — V Plans Examiner Engineer ; Zoning Clio 05/13/03 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ---------- --------------------------- ---------------------------------------------------- ------------- ---------------------------- -------------------------- -------- - - d -c6qNNO W .......... X.: X 6 L 4 .. 4... ---- I ------ ....... .. ... ... .... .. Scheduled Inspection Date: March 02, 2009 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Final Owner: MIZELL, MILTON Work Classification: Addition/Alteration Job Address: 80 NW 93 Street Miami Shores, FL 33160- Phone Number (305)758-1836 Parcel Number 1131010170020 Project: <NONE> Contractor: ORIGINAL PLUMBING, INC OAR, 0 5 EM Building Department Comments In In ect r omme L o Passed Failed El Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 27, 2009 Page 17 of 22 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 eturn to: Miami Shores Village Invoice Number: PL -1 -09 -33747 10050 N.E. 2nd Avenue Invoice Date: January 22, 2009 Miami Shores, FL 33138 -0000 Permit Number: PL- 2- 06-490 Bond Number: Bill To Comments: MILTON MIZELL 80 93 Street NW MIAMI SHORES, FL 33150 -2233 u Date Fee Name Fee Type Fee Amount 01/22/2009 Expired Permit Renewal Fee Calculated $170.00 Total Fees Due: $170.00 Payments Date Pay Type Check Number Amount Paid Change 01/22/2009 Check 2000 $170.00 $0.00 Total Paid: $170.00 Total Due: $0.00 Thursday, January 22, 2009 ►:.� Inspection Worksheet �t Miami Shores Village 8 _ � i _ . # 10050 N.E. 2nd Avenue Miami Shores, FL � ..- Phone: (305)795 -2204 Fax: (305)756 -8972 MC) .: .:. .:: Y •• ...::::.:::•:i:: iiiiiiiiiii:•: is ii ................:• i:• i:•: iiiiiii: 4: 4:• iiiii:• i:. iiiiii : ^i:•ii:::: ^:::: ^......... ............ilr. W Inspection Date: 03/24/2008 Permit Type: Plumbing - Residential Inspector: Levrock, .lames Inspection Type: Plumbing Owner: MIZELL, MILTON Work Classification: Addition /Alteration Job Address: 80 93 Street NW Miami Shores Village, FL 33150- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: ORIGINAL PLUMBING, INC Building Department Comments ROUGH NEW SANITARY DRAIN AND WASTE& VENT PIPE TOP OUT TUB AND WATER PIPES. INSTALL FIXURES MAR 2 5 2008 I I'spe r'Co mments Passed elr connection Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, March 21, 2008 Page 2 of 2 R s �� r Inspection Worksheet } rr �, Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 # .:.:. :• ....... .. ......... . :ti;: }i :iii: >:i:i ii:vii::i ...............................: �:: i:: i::i:i:::r::i::................ ii:{ii iii: ' . . .. :. : .:.:::. .... ...Y. :1M »'.. :' :::::: Inspection Date: 10/02/2006 Permit Type: Plumbing - Residential Inspector: Levrack, James ou ® 3 2006 Inspection Type: Underground Rough Owner: MIZELL, MILTON Work Classification: Addition /Alteration Job Address: 80 93 Street NW Miami Shores Village, FL 33150- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: ORIGINAL PLUMBING, INC Building Department Comments l ments e or om Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, September 29, 2006 Page 1 of 2 ADDENDUM TO BUILDING PERMIT APPLICATIDN AN APPLICATION FOR BUILDING PERHIT MUST ACCDMPAN° THIS ADDENDUM. IF A MAS71R PERMIT HAS B. OBTAINEDi T OWN"r.R' S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL TEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE ATH TLE SWITCH OUTLETS SPACE HEATERS IDE LIGHT OUTLETS I CENTRAL HEATING I ISHWASHER I I I RECEPTACLES I A/C (WIND) ISPOSAL I SERVICE TEKPORARY I A/C (CENTRAL) RINKING FOUNTAIN J I SERVICE SIZE IN AKPS I �T WORK REF I I LDOR DRAIN I I SERVICE REPAIR/KPTER CHANGE PRESS PRESS P4P( PEASE TRAP APPLIANCE OUTLETS NTERCEPTOR RAW�E TOP I UNDERGROUND TANKS .AVATORY 2 OVEN I ABOVE GROUND TANKS IHDRY TRAY WATER HEATER U.F. PRESSURE VESSELS :IOTHES WASHER I MOTORS O- 1 If STEAM BOILERS I I >HOWER I MOTORS OVER 1- 3 FP HOT WATER BOILERS I ')INK, POT /3 COKE'. ( I MOTORS OVER 3- 5 + I MECHANICAL VENTILATIDN � I SINK, RESIDENCE 2 I MOTORS OVER 5- 8 If aLATORS AS5EM3LIES LINK, SLR K17TORS OVER 8- 10 FR LATORS TEWORARY WATER CLOSET MOTORS OVER 1G 25 + SYSTEMS lR INAL MOTORS OVER Z -100 + S HATER CLOSET MOTORS OVER 100 + I INDIRECT WASTES I I I A/C W I NOOW I � RE INSPE JDN I I I WATER SUPPLY TO: I I AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER I GENERATORS TRANSFORMERS HEATER -NEW INST. I I GENERATORS TRANSFORMERS I I HEATER - REPLACE I GENERATORS TRANSFORMERS I I I LAWN SPRINKLER -WELL I SPECIAL PURPOSE SIY I KM I NG POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS I 'SIGN TRANSFORMERS UTILITY -SEWER I SIGN TIME CLOCK UT I L I TY -WATER I I F I XTLRES SEPTIC TANK l I ANTENNA RELAY I ( I TELEVISION OUTLETS DRAINFIELO, 4' TILEAES. I I VIOLATION PLiKP & ABANDON SEPTIC TANK I RE INSPECT ION SOAKAGE PIT CU. FT. CATCH BAS IN DISCHARGE WELL I DOMESTIC WELL ( I AREA DRA i h' I f I ROOF INLET I I SOLAR WATER HEATER I f I I I I I I FIRE STANPI I POOL P l p l hrt: I I LAWN SPRINKLER SYSTEW. I ! ! I I I I GAS RANGE I I McTEP, SET (GAS) GAS Miami Shores Village E 9:: ; L. Building Department Vfl 9 20105 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit N o. FBC 2001 Permit Type (circle): Building Electrical Plumbing - Mechanical Roofing ( Owner's Name (Fee Simple i er)I 2 �� _ (Phone # D ��S"/ $ y Owner's Address d o "�-'/ 40 110, City °�✓h'1/�/ State Zip Tenant/Lessee ame Phone # rl \ Job Address (where the work is being done) o m w V S-P f a—m City Miami Shores Village County Miami -Dade Zip 33/ 5 ' Is Building Historically Designated YES NO h Contractor's Company Name Cu /-e 0144AeLi' Phone # Contractor's Address 1V GCS / City // State Zip Qualifier State Certificate or Registration No. i� '50i90 Zli Certificate of Competency No. Architect/Engineer's Name (if applicable) _ ���?/ , $ Phone # Z �2 $ Value of Work For this Permit Ig -P13 00 Square Footage Of Work: Z �P Type of Work: ❑Addition / ❑Alteration [:]New Repair/Replace - El Demolition Describe Work: T n ! o 0, ( Dmry . Submittal Fee $ Permit Fee $ CCF $ It 4-0 CO /CC Notary $ Training/Education Fee $ 60 Technology Fee $ �J - .� 0 Scanning $ Z T - Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ " ' ; `" (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Con"ny's Address ` ` City State Zip Mortgage Lender's Name (if applicable) ,Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence "of such posted notice, the inspection will not be approved and a reinspection fee will be charged S 4 ature tx a� ignature 1v I wrier or Agent Contractor The foregoing instrument was acknowledged before me this The forego ing instrument was acknowledged before me this day of dOV 20 05, by HllTbj i ( a#1 day of dOV , 20 5 by J4 A l27tn1 t- pd who is personally known to me or who has produced � who is personally known to me or who has produced AsAdeutification and who did take an oath. as iden ' c o and who did take an oath: NOTAR NOTARY PUB Sign: Sign: P RTT9XN M. PIEDRA -LARA Print: co:vrnr slaw # M Y Commission Ex res: 01, 2oa9 My Commission Expire Al (°pMMIcgloN # "817a EXFr.tra' •qpt nhcr Fl. Nat�Y> 01 "e AS80C' Co. EXPIRES: Septwb.01, 2009 J %�e�t:f�:t9al�t#iuswxNdAwve� APPLICATION APPROVED BY: l d o 4 Plans Examiner Engineer Zoning Chc 05/13/03 Inspection Worksheet M m' Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL • Phone: (305)795 -2204 Fax: (305)756 -8972 »: :::::.:::::::::::.::::......................:..:..::::::.:..:::............................:::::::::::::::::::::::::::............ ....::..::::::................. :...:::..................................................::.....................................................::::::::..::..:.:...... :..: ::::::::::tlt.l`u.r:.,:.::: "I�.:.;:.:�.::.; Inspection Date: 04/02/2007 Permit Type: Windows /Shutters Inspector: Grande, Claudio Inspection Type: Final Owner: MIZELL, MILTON Work Classification Window /Door Replacement Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: SECURE WINDOWS & DOORS Phone: 305 -513 -0705 Building Department Comments PERMIT FOR WINDOWS AND DOOR PULLED 11/10/05 :APR 0 3 2007 Inspector Comments Passed FV Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, March 30, 2007 Page 1 of 2 05/29/2007 10:59 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES fj001 * ** TX REPORT * ** ********************* TRANSMISSION OK TX /RX NO 0464 RECIPIENT ADDRESS 93055130704 DESTINATION ID ST. TIME 05/29 10:58 TIME USE 00'24 PAGES SENT 2 RESULT OK r.; 1 10050 NE 21 Ave ud5t Miaml Shores, FI 33136 !' Phone 305- 795 -2204; Fax 305- 756 -8972 www.miamishoresvillage.com FAX TRANSMITTAL COVER SHEET DATE: MAY 2 g 2007 TOJGl FAX .,- 13 mo4- FROM: VIVIAN CUBILLOS FAX (305) 756 -8972 Number of pages including cover: I Importance: normal; urgent please reply _; review recycle _ MESSAGE: y T II Y 'i � � l J r; Is e � a lywA) u 10050 NE 2 nd Ave rbt�� Miami Shores, FI 33138 Phone 305. 795 -2204; Fax 305. 756.8972 www.miamishoresvillage.com FAX TRANSMITTAL COVER SHEET DATE: MAY 2 2007 TOJ' O FAX aL . l L(Ll 4 s FROM: VIVIAN CUBILLOS FAX 005) 756 -8972 Number of pages including cover: I Importance: normal; urgent �; please reply _; review _; recycle _ MESSAGE: T hOS5 d y& �1 r ���'s J�t ins& oq� gcr 4 k� ve"flw f - Regards, VIVIAN CUBILLOS Bldg Dept Permit Clerk K Permit History Report Permit Number: BP2005 -1566 Owner: MILTON MIZELL Primary Contractor: SECURE WINDOWS & DOORS Phone: (305)758 -1836 Phone: 305 -513 -0705 v °" Aw Added Permit 03/10/2006 NEW NEW Mabel Vargas Changed CO Number 04/02/2007 N/A -4 -07 -2759 Claudio Grande Changed Date Finaled 04/02/2007 1/1/2999 4/2/2007 Claudio Grande Changed Status 04/02/2007 CLOSED APPROVED Claudio Grande Changed CO Issued Date 04/02/2007 1/1/2999 4/2/2007 Claudio Grande Tuesday, May 29, 2007 Page 1 of 1 Miami Shores Village Building Permit 10050 NE 2nd Avenue * too Phone: 305 - 795 -2204 Permit Number:` Printed: 11/10/2005 Page 1 of 1 Applicant: MILTON MIZELL Owner: MIZELL MILTON JOB ADDRESS: 80 NW 93 ST Contractor SECURE WINDOWS Contractor's Address: 6984 NW 42 ST Local Phone: 305 - 513 -0705 Parcel # 1131010170020 Legal Description: CANADAY EXTENSION PB 41 -71 LOT 2 LOT SIZE 75.000 X 100 OR 13940 -3722 1288 Fees: Description Amount FEE2005 -14428 Building Fee $220.00 FEE2005 -14429 CCF $11.40 Total Fees: $267.70 FEE2005 -14430 Training and Education Fee $3.80 Total Receipts: $0.00 FEE2005 -14431 Technology Fee $5.50 FEE2005 -14432 Scanning Fee $27.00 Total Fees: $267.70 Permit Status: APPROVED Permit Expiration: 5/7/2006 Construction Value: $18,813.00 Work: INSTALLATION OF WINDOWS AND DOORS NOV 3 0 PAID c- 4<- -*lm-30q O I'I Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: STRUCTUR l CONSULTANTS WIND CALCULATIONS INSTALLER: SECURE WINDOWS & DOORS 7855 N.W. 46 STREET MIAMI, FLORIDA 33166 PHONE: (305) 513 -0705 PROJECT: WINDOW/ DOOR INSTALLATION AT: 80 N.W. 93 RD STREET /MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY Muhl co RECEW CTOBE 17, 2005 ILA NOV 0 82905 PREi? .FD BY C RLOS M. R S EZ, P.E. UCTURAL NGINEER FL. P.E. #: 4844 E.B. #: 00 781 "YOUR ON -CALL `E,NG NEERING COMPANY" 9420 S.W. I 1 2Th STREET, MIAMI, F10RidA 3 3 1 76 TEL: (786) 242.1720 - FAx: (786) 242.4399 • STRUCTURAL ENGINEERING CONSULTANTS, INC. 16500 N.W. 83RD COURT MIAMI LAKES, FL 33016 (305)827 -66 7 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Flor'da CUSTOMER SECURE WINDOWS & DOORS JOB NUMBER WINDOW / DOOR INSTALL. @: 80 NW 93RD ST., M.SHORESDATE "':'l / 7/2005 DESCRIPTION WIND PRESSURES FOR WINDOWS (CRIT.TRIB. AREA < 10 SQ.�T.), * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 qh = 46.3 PSF DISTANCE, Z = 12.0 FT Kz = 0.849 qz = 46.3 PSF WIND LOADS j WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE 54.7 54.7 (psf) SUCTION - 59.3 - 73.2 (psf) P = qh [ ( GCp ) - ( GCpi) ] Z GCpi = ± 0.18 BUILDING WIDTH = 54.8 FT a 4 5 a 4 b CORNER DISTANCE, a= 4.8 FT STRUCTURAL ENGINEERING CONSULTANTS, INC. 16500 N.W. 83RD COURT MIAMI LAKES, FL 33016 (305)827 -66 7 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Flor d CUSTOMER SECURE WINDOWS & DOORS JOB NUMBER WINDOW / DOOR INSTALL. @: 80 NW 93RD ST., M.SHORESDAT 1 /17/2005 DESCRIPTION WIND PRESSURES FOR DOORS (CRIT.TRIB. AREA = 17.8 SQ.FT' -.) * ** DESIGN WIND LOADS - ASCE 7 -98 * ** - * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 17.8 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 qh = 46.3 PSF DISTANCE, Z = 12.0 FT Kz = 0.849 qz = 46.3 PSF WIND LOADS WALL AREA 4 5 GCp ( +) 0.956 0.956 GCp ( -) -1.056 -1.312 PRESSURE 52.6 52.6 (psf) SUCTION -57.2 -69.1 (psf) P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 54.8 FT a 4 5 a 4 b CORNER DISTANCE, a= 4.8 FT STRUCTURAL 10119RINC CONSULTAIIf f S O ctober 17, 2005 Village of Miami Shores Building Department Miami -Dade County, Florida Contractor: Secure Windows & Doors Job: Window / Door Installation at: 80 N.W. 93' Street, Village of Miami Shores, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: DOORS: Positive Design Pressure (Zone 4): 54.7 psf Positive Design Pressure (Zone 4): 52.6 psf Negative Design Pressure (Zone 4): 59.3 psf Negative Design Pressure (Zone 4): 57.2 psf Positive Design Pressure (Zone 5): 54.7 psf Positive Design Pressure (Zone 5): 52.6 psf Negative Design Pressure (Zone 5): 73.2 psf Negative Design Pressure (Zone 5): 69.1 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 4'40" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -98 based on the following criteria: • Building Category: II * Building Mean Roof Height: 12' -0" • Exposure Category: C * Basic Wind Speed: 146 mph Anchor spacings and installation of glazing / window systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If yo sho Id happen to have any questions or concerns regarding this or any other matter, please do not hesitate to con ct us. S' cerely, RU :T RAL ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 10/17/05 arlos Perez, P.E., Structural Engineer L. P.E. #4844 "YOUR ON -CALL ENGINEERING COMPANY° 9420 S.W. I l 2Th STREET, MiWi, FLoRidA 3 3 17 6 TEL (786) 242-1720 - FAX: (786) 242 -4399 • • WINDOW INSTALLATION AT: •:�::: :••••: 80 N.W. 93 STREET MIAMI SHORES FL. 3 3150 OCT 3 1 2005 NOTE: 22'-5 RIGHT NOT PART OF i ROOF HEI HT . 12 0 i . MEAN 00 G THIS PERMIT . ROOF TYPE: 4:12 NOT PART OF GROUND FLOO THIS PERMIT GARAGE NOT PART OF REVISION: _ THIS PERNUT 23' -11 O DINING •.. • may • • . . ........... *"� R LIVING •....• �.. .• ..... Ln • • m �. • • • • • BREAKFAST Li c •• •••••• FAMILY ROOM • 00 • • • • • • O ... p .. t BEDROOM � � � REAR A NOTPERWT FRONT a •• • � PANTRY tD N ENTRANC KITCHEN BATH BATH ° 2uu5 L s a BEDROOM BEDROOM O O BEDR ❑ ❑M D DATE: 10/21)05 23' -11" sCAU: 3/16' = r NOT PART OF DWG. BY: J.M. THIS PERMIT Jos #: 2005 -023 A © © 1 OF 5 LEFT 31, -9. NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: WOOD,METAL FRAMING AND REVISION: METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. NOT PART OF TUBE MULLIONS BY PGT INUM NOT PART OF THIS PERMIT THIS PERMIT 1" 4'xl/ "x 7 "ALUMINUM TUBE MUI.LIIINS BY PGT, m M ` 5/-6# / • • �•• 9.00.0 • • W • . / / •• • i9+9• •• •9• •• • A, 000000 M 0 \ 000 • 0 m•µy • • \ •• • z V] :000% •• • ,� •�• 9999• v� 9 • • • • 0 0 (Sa. 4 00 0 • • • •• •� •� • 99.99• • • • FRONT ELEVATION a '�I.. • :::::: "A" M.0.111" X 62 -5/8" •. (3) 37" X 12 "(FIXED UNITS /ABOVE) SERIES "PW -701" ALUMINUM PICTURE WINDOW - L.M.I. "B" 55" X 50 -5/8" (XX) N.O.A.: 03- 1105.01 SERIES "C - 740" ALUMINUM CASEMENT WINDOW IMPACT ZONE 4: +54.7 -59.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS N.O.A.: 03- 0611.02 EXTERIOR LITE: 3/16" ANNEALED GLASS ZONE 4: +54.7 - 59.3 .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS INTERIOR PV INIM H S GLASS EXTERIOR LITE: 1/8" ANNEALED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER (2) 37 X 50 -5/8" (X) (LATERAL UNITS/BELOW) INTERIOR LITE: 1/8" H.S. GLASS SERIES "C -740" ALUMINUM CASEMENT WINDOW - L.M.I. N.O.A.: 03- 0611.02 f w ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S. GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER °' INTERIOR LITE: 1/8" H.S. GLASS ` o (1) 37" X 50 -5/8 "(FIXED MIDDLE UNIT/BELOW) i SERIES "PW -701" ALUMINUM PICTURE WINDOW- L.M.I. u N.O.A.: 03-1105.01 ZONE 4: +54.7 -59.3 DATE: 10/21/05 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS SCALE: 3/16" = I' EXTERIOR LITE: 3/16" ANNEALED GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE DWG. BY: LM. MAXIMUM PVB INTERLAYER JOB #: 2005 -023 INTERIOR LITE: 3/16" H.S. GLASS 20F5 NOTE: WINDOW UNITS SHALLBE MULLED TOGETHER USING: 1 "X4 "X1/8" ALUMINUM TUBE MULLIONS BY PGT. N.O.A.: 04- 0528.04 (REFER TO ELEVATION FOR MULLION LENGTHS & PLACEMENTS). I REVISION: NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: WOOD,METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. NOT PART OF TIIIS PERMIT M • a, p \ / \ •••• . . i'.. 4�_8, .... .... CU • • u • • C.� O H LA / L / •• •• •�C • p. (l• O Q C4 . ••• • • • • • • •••• • 0. • • • ••••• G G1 RIGHT ELEVATION "H" 24 11 36" (ARCH) ( r , -- -- �.+�'� "G" 64" X 80" NOMINAL ) "P.W. - 701" ALUMINUM PICTURE WINDOW - L.M.I. "SWD - 101" OUTSWING ALUMINUM FRENCH DOOR - IMPACT € N.O.A.: 03- 1105.01 N.O.A. 02- 0701.12 E ZONE 4: +54.7 -59.3 ZONE 4: +52.6 -57.2 - GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS GLAZING:.401 LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANNEALED GLASS EXTERIOR LITE: 3/16" ANNEALED GLASS 2005 .090 DUPONT BUTACITE OR SAFLEX KEEP /SAFE .090 MONSANTO SAFLEX PVB OR DUPONT BUTALITE MAXIMUM PVB INTERLAYER. INTERLAYER INTERIOR LITE: 3/16" H.S. GLASS INTERIOR LITE: 1/8" ANNEALED GLASS "G1" 64" X 80 "(NOMINAL) "SWD - 101" OUTSWING ALUMINUM FRENCH DOOR - IMPACT. N.O.A. 02- 0701.12 DATE: 10/21/05 ZONE 5: +52.6 -69.1 SCALE: 3/16" = I' DW GLAZING: .464 LAMINATED IMPACT RESISTANT GLASS JOB # sY: #: 200 -0 5-0 23 EXTERIOR LITE: 3/16" ANNEALED GLASS .090 MONSANTO SAFLEX PVB OR DUPONT BUTAL 3 OF S INTERLAYER. INTERIOR LITE: 3/16" ANNEALED GLASS ` NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE REVISION:. WITH THE UNIT'S NOTICE OF ACCEPTANCE —REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: WOOD,METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. - NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44 ABOVE THE FINISHED FLOOR. 0 NOT PART OF M M THIS PERMIT H� c 0 ' Mx J q. via . 'Elfl 0000 � 0000.. 0 000. 6� 4/ .... .{,. ^' 0000 � �� E1 00.00• . a s... . 0000 1 .. . . ... J • .0 . REAR ELEVATION °F" 36" X 48" "El" 36" X 36" "S.H. - 701" ALUMINUM SINGLE HUNG WINDOW - IMPACT "S.H. - 701" ALUMINUM SINGLE HUNG WINDOW - IMPACT N.O.A.: 03- 0514.01 N.O.A.: 03- 0514.01 ZONE 4: +54.7 -59.3 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANNEALED GLASS EXTERIOR LITE: 1/8" ANNEALED GLASS .090 SAFLEX BY SOLUTIA OR DUPONT PVB .090 SAFLEX BY SOLUTIA OR DUPONT PVB IIVTERLAYER. INTERLAYER. INTERIOR LITE: 1/8" ANNEALED GLASS INTERIOR LITE: 1/8" ANNEALED GLASS "J" 36" X 80 "(NOMINAL) "SWD - 101" OUTSWING ALUMINUM FRENCH DOOR - IMPACT �= r r� is DATE: 10/21/05 N.O.A. 02- 0701.12 r _ F ,� SCALE: 3/16" = 1' ZONE 4: +52.6 -57.2 DWG. BY: J.M. GLAZING: .401 LAMINATED IMPACT RESISTANT GLASS JoB #: 2005- EXTERIOR LITE: 3/16 ANNEALED GLASS 4 OF 5 .090 MONSANTO SAFLEX PVB OR DUPONT BUTALITE INTERLAYER. INTERIOR LITE: 1/8" ANNEALED GLASS VISION- NOTE 1: WINDOW FRAMES /MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE —REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: WOOD,METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO i CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. NOT PART OF THIS PERMIT M H� Mx ••••� c` yr / / / / 000:0• • • / / / 0000•• �• A • 'R?, 0000• �i 7, -10" N, 5,_9" o (U •..• . 5j•.•. E ••4004 . Q �.... r \ \ O 00 •�•�. wl•4• • \\ \ • • • \ • • 0000 0000• s • 0000 : 04 • . 00 •• 4 • ••• • • • LEFT ELEVATION " E " 36" X 36" "C" 37" X 50 -5/8" (X) "S.H. — 701" ALUMINUM SINGLE HUNG WINDOW - IMPACT SERIES "C -740" ALUMINUM CASEMENT WINDOW —IMPACT N.O.A.: 03- 0514.01 N.O.A.: 03- 0611.02 ZONE 4: +54.7 —59.3 ZONE 4: +54.7 —59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS F 205 EXTERIOR LITE: 1/8" ANNEALED GLASS EXTERIOR LITE: 1/8" H.S. GLASS .090 SAFLEX BY SOLUTIA OR DUPONT PVB .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERLAYER. INTERIOR LITE: 1/8" H.S. GLASS INTERIOR LITE: 1/8" ANNEALED GLASS is dU. DATE: 10/21/05 v 1 SCALE: 3/16" = P DWG. BY: J.M. ..z' JOB t 2005 -023 5OF5 REVISION: NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE m WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: WOOD,METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. � c , M M F I � W O • U en ••.• o� �v • ••••v Z • .� 0000 •• H• .... o 0000 r. 0 ..•. 00.00• •iJ • O w•0•• .. .. . p ' . a �.... s • • ••••• PARTIAL ELEVATION A -A "D„ 37" X 50 -5/8" o "S.H. - 701" ALUMINUM SINGLE HUNG WINDOW'- IMPACT N.O.A.:03- 0514.01 G t U ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANNEALED GLASS .090 SAFLEX BY SOLUTIA OR DUPONT PVB INTERLAYER. INTERIOR LITE: 1/8" ANNEALED GLASS DATE: 10/21/05 SCALE: 3/16" = 1' DWG. BY: J.M. JOB # 2005-023 5AOF5 Miami Shores Village H l C._,-rcD 1.4 , Building Department ( 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 n Tel: 3 7 56.8972 (N&VM1 BUILDING A 2 4 2006 Permit No. PERMIT APPLICATION Y Master Permit No. FBC 2004 Permit Type (circle): dBuildingD Elec ica Plumbing Mechanical Roofing '1.___.._ Owner's Name (Fee Simple Titleholder) i ,(,� L� Phone # N O.< - ) 4/q SZZ _ Owner's Address 20 .U. \,y, 1-:? City .Mi Aim 1 S►a� S State FC. Zip 13 1 9 co Tenant/Lessee Name Phone # Job Address (where the work is being done) 90 U. ?� S` City Miami Shores Village County Miami - Dade zip 3 3 i S n FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Ow Phone # 3 O Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicab Phone # Value of Work For this Permit $ Square I Linear Footage Of Work: Type of Work: ❑Addition Alteration ❑New ❑ Repair/Replace El Demolition Describe Work: Co kd T-- x ► c_,7 A ) t, k .&.)t>0 - T0 R_ Ayk, et a.. 656_ -woub WcA Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ -CO Radon $ DPBR $ Zoning $ Bond$ Code Enforcement $ Double Fee $ /1 _ Structural Review. S .50 , 00 Total Fee Now Due $ J See Reverse side c K� b JUN 1 6 PAID Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN 'ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ,.� day of , 20 _, by day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: 5 / 3d��6 SGt G �_ Plans Examiner Engineer Zoning (Revised 02108/06) w 15 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL u Phone: (305)795 -2204 Fax: (305)756 -8972 . ': � . Inspection Date: 03/22/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Window and Door Buck Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 MAR 2 3 2007 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. r p 4 Wednesday, March 21, 2007 Page 1 of 2 Inspection Worksheet t Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP-4674 Permit Number ' W2 , 005-360 Inspection Date: 02/05/2007 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Truss Insp Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 FEB 0 6 2007 Inspector Comments Passed 0Z /,O D Failed Correction a Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, February 2, 2007 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/06/2007 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Fill Cells Columns Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Buildinci Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 FEB 0 6 2007 Inspector Comments Passed 7V p O Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, February 5, 2007 Page 1 of 1 Inspection Worksheet I M Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL R '� ES tK 9 Phone: (305)795 -2204 Fax: (305)756 -8972 M&W `a N s ✓s y Inspection Date: 02/01/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Roof Sheathing Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 FEB 0 12007 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 37773. CREATED AS REINSPECTION FOR INSP- 37440. CREATED AS REINSPECTION FOR INSP -4677. No ladder available for roof inspection. 1/17/07 CG. 1/22/07 Failed 1) Plywood not nailed at edge support over tie beam, 4 "oc. 2) Missing nails at 6" oc through. 3) Missing 2x4 edge support at 4' from rake beam. CG. Correction ❑ Needed 1/31/07 No ladder available for sheating inspection. Stairs, generator pad has been poured without an inspection. Provide an Engineers certification on the stair reinforcing. CG. Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, February 1, 2007 Page 1 of 1 °RSL, Inspection Worksheet Miami Shores Village _ 10050 N.E. 2nd Avenue Miami Shores, FL ��NTff8 l�� Phone: (305)795 -2204 Fax: (305)756 -8972 I!lstt Inspection Date: 01/31/2007 Permit Type Residential Construction Inspector: Grande, Claudio Inspection Type: Roof Sheathing Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Project: <NONE> Parcel Number 1131010170020 Block: Lot: Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 DEB X001 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 37440. CREATED AS REINSPECTION FOR INSP -4677. No ladder available for roof inspection. 1/17/07 CG. 1/22/07 Failed 1) Plywood not nailed at edge support over tie beam, 4 "oc. 2) Missing nails at 6" oc through. 3) Missing 2x4 edge support at 4' from rake beam. CG. Correction Needed 1/31/07 No ladder available for sheating inspection. Stairs, generator pad has been poured without an inspection. Provide an Engineers certification on the stair reinforcing. CG. Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, January 31, 2007 Page 1 of 1 Inspection Worksheet Miami Shores Village �_ ----- 10050 N.E. 2nd Avenue Miami Shores, FL 4 ��'r8s tN �yC �iRty Phone: (305)795 -2204 Fax: (305)756 -8972 t�pec t� Nu Inspection Date: 01/17/2007 Permit Type Residential Construction Inspector: Grande, Claudio Inspection Type: Roof Sheathing Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 JAN 18 2007 Inspector Comments Passed No ladder available for roof inspection. 1/17/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, January 17, 2007 Page 1 of 1 R12 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL L �Nr�g N� fi ©RtW' Phone: (305)795 -2204 Fax: (305)756 -8972 `\ b•. icy J i / R&' Inspection Date: 01/17/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Wall Sheathing Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 JAN 1 2007 Inspector Comments Passed No one on job, not ready for inspection. 1/17/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, January 17, 2007 Page 1 of 1 t S Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ' i z y Inspection Date: 01/2212007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Roof Sheathing Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Project: <NONE> Parcel Number 1131010170020 Block: Lot: Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 JAN 2 3 2007 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP4677. No ladder available for roof inspection. 1/17/07 CG. 1/22/07 1) Plywood not nailed at edge support over tie beam, 4 "oc. Failed 2) Missing nails at 6" oc through. 3) Missing 2x4 edge support at 4' from rake beam. CG. Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, January 22, 2007 Page 1 of 1 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To MILTON MIZELL Invoice Number: RC -1 -07 -27147 80 NW 93 ST Invoice Date: January 03, 2007 MIAMI SHORES, FL 33150 -2233 Permit Number: BP2005 -360 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 P Type': Residential Construction / Work Classification: Date Fee Name Fee Type Fee Amount 01/03/2007 Scanning Fee Calculated $24.00 01/03/2007 Revision Fee Calculated $35.00 Total Fees Due: $59.00 JAN o PAID ec V l Wednesday, January 3, 2007 Oft Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL OR Phone: (305)795 -2204 Fax: (305)756 -8972 F \ 4 r , i/ i y i i \ r FEE .......,... „ . ,:.. r 8 • x, Inspection Date: 11//2006 Permit Type: Residential Construction Inspector: Grande, Claudio NOV 2 Inspection Type: Fill Cells Columns Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments d Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, November 16, 2006 Page 1 of 2 R,� Inspection Worksheet I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/20/2006 r Permit Type: Residential Construction Inspector: Grande, Claudio NOV 2 1 TI Inspection Type: Tie Beam Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, November 16, 2006 Page 2 of 2 OR Inspection Worksheet .. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL t- � & W N`` Phone: (305)795 -2204 Fax: (305)756 -8972 E. Inspection Date: 11/20/2006 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Spot Survey Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138 - Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments �1 OAP Inspector Comments Passed Failed E] Correction Needed Re- Inspection Fee ($75 No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, November 16, 2006 Page 1 of 2 C E 7 � e ' REPORT OF BOUNDARY SURVEY NOV 1 6 2006 'HEET 1 OF 2 o' ortu a Da"Ibims LANDS DESCRIBED IN PLAT BOOK 41 AT PAGE 71 3 Y' MAIL TO: PHONE (305) 221 -3416 MIAMI -DADE COUNTY, FLORIDA SURVEY NUMBER:04 -12 -130 9245 S.W. 44 ST. FAX (305) 553 -9903 MIAMI, FL 33165 SURVEY NOTES 1, THE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH EXISTING ABOVE GROUND IMPROVEMENTS LOCATED, NO UND FOO' WGS WERE LOCATED UNLESS OTHERWISE SHOWN. MAP OF BOUNDARY SURVEY FOR: . SEE THE MAP OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 41 AT PAGE 71 MIAMI -DADS COUNTY, FLORIDA. THIS SURVEY 2. NO ENCROACHMENTS WERE NOTED BY THIS SURVEY cro R EPORT AND MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. 3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND /O O ARCEL THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF THIS REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. FOR' RIGHTS -OF -WAY, INGRESS OR EGRESS IS SHOWN O HOWEVER THIS SURVEY DOES NOT PURPORT TO REFLE Y LEGAL DESCRIPTION iNs rRu&MNTS OR RIGHTS -OF WAY OTHER THAN SHO EDP _ OR STATED IN THE LEGAL DESCRIPTION AS IT APPEARS ON S S:. VEY LOT 2 , SUBDIVISION " CANADAY EXTENSION ". ACCORDING TO THE PLAT THEREOF AS RECORDED PLAT BOOK 41 AT DOES NOT CERTIFY THAT SUCH INSTRUMENTS DO EXIST AND LANDS SHOWN HEREON PAGE 71 OF THE PUBLIC RECORDS OF MIAMI - DADE COUNTY, FLORIDA. WERE NOT ABSTRACTED FOR EASEMENTS AND/OR R16HTS of WAY of RECORD. 4. THIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS AS REQUIRED BY THE ZONING OF THE DESCRIBED PARCEL, NOR DOES THIS SURVEY CERTIFY THAT ANY CERTIFIED TO : OF THE IMPROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE ZONING REGULATIONS. MILTON A. MIZELL 5. THE NORTH ARROW AND BEARINGS AS SHOWN ARE DERIVED FROM THE ASSUMED PROPERTY ADDRESS MERIDIAN ON THE RECORDED PLAT; THE LEGAL DESCRIPTION THEREON IF SAID . . 80 N.W. 93 STREET DESCRIPTION IS A METES AND BOUNDS AND /OR A FRACTIONAL DESC$1PTlf)j4 THE: BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND THE BASE LISNESIARE . MIAMI SHORES, FLORIDA 33138 SHOWN ON THE LOCATION SKETCH. 00 ; " • • • 6. THE FLORIDA INSURANCE RATE MAP PANEL 0093 i DATED 7-17-95 SEX DATE 3- ; • • • DATE OF FIELD SURVEY: DECEMBER 30 2004. 294, COMMUNITY No. 120652 NATIONAL FLOOD INSURANCE PROGRAU D J TNEATfC -W ' HEREIN DESCRIBED LAND TO BE WITHIN ZONE "X " , ELEVATION N /A. kU,,T "� • • ACCU THIS IS NOT A FLOOD HAZARD ZONE. ..'., • - . ' • • • THE EXPECTED USE OF THE LAND: AS CLASSIFIED IN THE MINIMUM TECHNICAL • • .... . STANDARDS (61GI7 -6 FAC). IS "SINGLE FAMILY RESIDENTIAL ". THE MINRvfUM T " O S ION ARE BASED UPON NATIONAL GEODETIC VERTICAL 7. ELEVATIONS �A • AND BENCH RELATIVE DIS'T'ANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7500 FEET. A ' THE ACCURACY OBTAINED BY MEASUREMENT WITH A SOKKIA THEODILITE AND A MARKS ARE CITY, COUNTY, STATE OR GEODETIC VERTICAL REFEREVCE • M0NUNIL'I`P1' -. -... SOKKIA 200 FOOT STEEL TAPE AND CALCULATION OF A CLOSED GEOMETRIC FIGURE - ***o WAS FOUND TO EXCEED THLS REQUIREMENT. 8. THIS IS A LAND SURVEY AND WAS PREPARED IN ACCORDANCE MM PLORILM . • STATUTE 472 AND THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANWDI DATA SOURCES ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS THE LEGAL DESCRIPTION WAS FURNISHED BY MARK A. CAMPBELL ARCHITECTS 373 PURSUANT TO CHAPTER61GI7 -6 FLORIDA ADMINISTRATIVE CODE AND MEETS THE N.E. 92''` STREET MIAMI SHORES, FLORIDA 33138. REQUIREMENTS OF THE FLORIDA LAND TITLE ASSOCIATION. EASEMENTS: THE RECORD PLAT DOES NOT INDICATE ANY EASEMENTS ON SUBJECT PROPERTY. PER i �° o M a mi Shores III SURVEYOR AND MAPPER IN RESPONSIBLE pq� RECERTIFIED: September 1st, 2006 CHARGE: gppgOVED CHARLES W. CARR, LICENSE NUMBER LS 1060. G DEPT ( � STATE OF FLORID-A. 9M DEPT Lo SIGNED: �T TO COM vM �C�i gTATE A1+EI ODUtV3 MEf l► 1abils W. man �t�'RV�7C�'Q�, ZaLC. tt SHEET 2 OF _ MAIL TO: PHONE (305) 221 -3416 A.4 j/(/, Jo3 QD �r 9245 S.W. 44` S FAX (305) 553 -9903 MIAMI, FLORIDA 33165 SEETHE REPORT OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 41 AT L PAGE 71 , NUANII-DARE COUNTY, FLORIDA. THIS SURVEY MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR �0 O AND MAPPER. THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF REPORT. THE MAP AND REPORT ARE NOT COMPLETE WI'T'HOUT THE OTHER. �!! 1 � — N . W . 93 STRE o i — P. Ft. M n » ►. R. M. W M W 76.72 75 7S 75 75 7a 79 D 96 � A a .� Z � Fit/1J JL W 40 I W ° 1 n 3 s 4 5 5 / rr �° /` ��Z 1 11 1 6 7 -4 C 0 °16 15 m 14 m 13� 12° 11 ° 10a 9 : I� 4o] Z 30 76.79 76 7S 7S 71 7S 75 7S Z - - - - N.W. 92 STREET M �. hO RlH - ..- � _ � • o I lrs GS /o.oi •• .. � PGA �Ir7'E /2. 3.G y � .. • 1¢.37 `T N39 0.75 I� ,y 0•0000 • 0 0000' �...:. BhI - BENCH 4LaRK 0000 • LEGEND SYMBOLS `�( - • • • • • • • • • *0 A -- ARC LENGTH 1 �T0 (� / / O • R -- RADIUS - U v d • • • • goo •• T -- TANGENT PWRTRAN -- POWERTRANSFORhtER M Q :•• W'V -- WATER VALVE 3,Q • • • • • DELTAiCEN"IR4L,ANGLE C -- CHORD N • NI -- WATER 1IETER 1Ni % n 1 , • • 669 • -- ) L � � � • . PST -- POWER & TELEPHONE LINES • • • • • • MEAS -- MEASURED • MH - MANHOLE LID *4 X >< O • • • • • • • • • • • CALL •- CALCLLATED y PCP •- PERLIONENTCONTROL `'B -- CATCH BASIN • • • • • POINT -- CLEAN-OUT COVER Q• // 999 - 64- 87 Rtit /�.�¢ •• -- P -- ONU EEN T CL CENTERLINE LCTC; ti REFERENCE C'['n ^y G CBS - C:ONCRETE BLOCK STRP.E 14/5 2e z - 3 Q PC -- POINT OF CURVE CLP - CONCRETE LITE POLE RAV -- RIGHT OF WAY CONC. -- CONCRETE BNI -• BENCH MARK FPL - FLORIDA POWER &LIGHT FIND IP -- FOUND IRON PIPE a EL -- ELEVATION BASED ON 1939 *GVD O S CLR -- CLEAR RdD IR -- FOUND [ROP RCD ENCRO -- ENCROACHMENT �, /3•n� "1, ¢ �� � \ � It S C L F -CHAIN LINK FENCE �4'hIF -- WIRE ytESH PENC TYP -- T'YPICA.LiFORSEVER,aLi W -- DRILL HOLE N•A - DISC NOTAPPLICABLE P.C.B. POINT OF BEGNN NAIL & NG N`D - - 4 P.O.C.• -POINT OF COMMENiCENIENT CTY MON -- COUNTY MONUMENT C tit - CONCRETE MONUMENT PKG SP •- PARKING SPACE SAN SWR - S.\,NkT. LRY SEWER :t7 D -- FIRE HYDR A*.T C W, M -- WATER MAN H C PKG -- HANDICAP PARKING 4. WT -- WOOD FENCE U E -- LTILITY EASEMEN X /D • 7�o• ✓�U LOCATED IN: 1 VILLAGE OF ?MIAMI SHORES, �/ {� MIAMI -DADE COUNTY, FLORIDA LOCATION SKETCH LOT DETAILS �o rrr/ce,2 7EGE'�.�U,td �' w�T� =.2 �is�FS �, SCALE: 1 INCH = 150 FEET SCALE: 1 INCH = 15 FEET /�Zr, /f� po vE,e �/z , /�/ pocE 44 °R,� Inspection Worksheet Miami Shores Village NOV 0 2 EN w 10050 N.E. 2nd Avenue Miami Shores, FL Oaic Phone: (305)795 -2204 Fax: (305)756 -8972 1! nspectio , Number :;INvP -46$0 Permit Number; 13P2005 -360, Inspection Date: 11/01/2006 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: e Owner: MIZELL, MILTON Work Classification 1 ion Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments � l Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, October 31, 2006 Page 1 of 2 UST TERMITES, INC. � m ERMIT RsT MAILING: 6815 N.W. 25TH TERRACE, FORT LAUDERDALE, FL 33309 T ES & OFFICE: 1425 SW 1 ST CT., #27 • POMPANO, FL 33069 (954) 957 -8274 CONTROL PRE- CONSTRUCTION TERMITE TREATMENT U( Cj S Property Information Builder / Contractor Information Treatment Time: Name of Builder Lot Block Shell Contractor Subdivision Name Construction Type treet Address (if known) r Monolithic Floating / Stemwall I C C I t � r L Patio Entry Driveway oy State Zip I O ner Name (if known) q 2 Product / Treatment Information Treatment Type (Must check one): Initial Under -Slab , Supp ment Final Product applied: Chlorpyrifos Demon TC Other Concentration � % Mixed Product Applied: iJ Gallons Square feet treated: ID Linear feet treated: ❑ If box is checked, then final perimeter treatment has been completed and the following statement is applicable: CERTIFICATE OF COMPLIANCE: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services. COVERAGE: For a period of one year, beginning on the of NOTICE _ T NOTICE necessary service an treatment for the control of Subter u T c $ ! �6 payable on completion by Chet tE�'nit mi treatment if it finds necessary, free of charge for the initia CONTROL agreement. This agreement covers only subterranean ter MAILING: 6815 N.W. 25 TERRACE, FORT LAUDERDALE, FL 33309 NOTE REVERSE SIDE FOR GENERAL TERMS AND CONDMONS OFFICE: 1425 SW 1" CT., #27 • POMPANO, FL 33069 Renewal: This agreement is renewable from year to year (954) 957 -8274 upon payment of an annual renewal fee of S Date of Inspection Date of Tr party, with or without cause at the end of one year term. fee after the third year, upon notice to the customer. Pest control service for this house $ NOTICE OF RIGHT TO CANCEL THIS STRUCTURE FOR. ❑ Subterranean Termites ❑ Fungus You, the buyer, may cancel this transaction at any time p ❑ Drywood Termites ❑ Wood Decay transaction unless work has been approved by the buyer ❑ Powder Post Beetles' ❑ Old House Borer CHEMICAL SENSITIVITY BY APPLICAT ION OF: All of the materials applied by our thoroughly trained tecl ❑ Premise ❑ Vikan ❑ Timbor of your household are sensitive to chemicals or chemical 2 � applied in, on or under your structure. INSPECTOR: �i� # State law prohibits removal of this label except by property owner Caution: It is I mportant th you ou%_" it rc uy rccn rcr r r r✓erurC yvubiyr► I►: Authorized Representative Signature Date Inspection & Treatment Notice Location LIMITATIONS OF LIABILITY 1. This agreement guarantees the structure stated in this agreement, therefore, this agreement may be transferred to a new owner. SUBTERRANEAN TERMITE CONTROL Conditions Of Coverage Due to the habits of Subterranean Termites, more than one treatment may be required to attain complete control. Additionally, Subterranean Termites' damage may exist in unexposed or hidden areas of the covered premises and JUST TERMITES ( "JUST TERMITES ") cannot assure that the damage discovered by a visual inspection of the covered premises is ail the damage which exists at the time of the inspection, whether documented or not Accordingly, JUST TERMITES is not responsible for any repairs of Subterranean Termite damage. If JUST TERMITES notifies the Customer of any condition which prevents proper treatment or inspection, or is conducive to allowing Subterranean Termite infestation, the Customer shall promptly cure the condition at the Customer's expense. This stipulation applies to moisture from, but not limited to, roof or window leaks. This Agreement covers the Premises shown on the attached graph and specification sheet as it exists on the Effective Date. After JUST TERMITES treats the premises, any structural modification or alteration to the building or the treated soil around the foundation must be reported to JUST TERMITES. JUST TERMITES's obligation to repair or retreat under this Agreement is terminated, unless JUST TERMITES is notified of the modification or alteration and, if required by JUST TERMITES, additional treatment is performed at the Customer's expense. The liability of JUST TERMITES under this Agreement is for retreats only. r 0 Inspection Worksheet ! Miami Shores Village 1 4,� ri 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP -4667 Permit Number: B P005 -360 Inspection Date: 07/19/2006 Permit Type: Residential Construction Inspector: Desharnis, George JUL 21 RD Inspection Ty : Fill Cells Columns Owner: MIZELL, MILTON Work Cl S Job Address. 80 93 Street NW Miami Shores Village, FL 33138- Phone N ber (305)758 -1836 Parcel umber 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, July 18, 2006 Page 1 of 2 €r s �� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �. Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number 'INSP -4662 Permit Number: BP20 '05 -360 Inspection Date: 07/19/2006 2 Permit Type: Residential Const tion Inspector: Desharnis, George Inspection Ty e: Fo ing Owner: MIZELL, MILTON Work Classificatio Ion Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (3 )758 -1836 Parcel Number 31010170020 Project: <NONE> Block: Loft Contractor: HOME OWNER Building Department Comments Inspector Comments vz� Passed a Failed ✓ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, July 18, 2006 Page 1 of 2 Permit Invoice Report Bill To MILTON MIZELL Invoice Number: RC -5 -06 -25019 80 93 Street NW Invoice Date: May 31, 2006 Miami Shores Village, FL 33138- Permit Number: BP2005 -360 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Residen Construction Date Fee Name Fee Type Fee Amount 05/31/2006 Plan Review Fee (Engineer) Calculated $50.00 06/12/2006 Revision Fee Calculated $35.00 06/12/2006 Scanning Fee Calculated $9.00 Total Fees Due: $94.00 JUN, 16 PAID Monday, June 12, 2006 Inspection Worksheet Miami Shores Village "�-- — 10050 N.E. 2nd Avenue Miami Shores, FIL h �caRivA Phone: (305)795 -2204 Fax: (305)756 -8972 Nl! ,> Inspection Date: 04110/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Window and Door Buck Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 APP 1 1 2007 Inspector Comments Passed Bucks are allready approved, need the approved product approvals for windows and doors on job site for inspection. 4/10/07 CG. Failed Correction Needed Re- inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, April 10, 2007 Page 2 of 2 �°,,�,� Inspection Worksheet Miami Shores Village �tfYt Y9911 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 llv 10 Inspection Date: 04112/2007 Permit Type Residential Construction Inspector: Grande, Claudio Inspection Type: Wire Lathe Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 APR 1 2 2007 Inspector Comments Passed Plans do not show type of soffit ventilation. Provide detail from the Architect on how to provide ventilation of attic. 2" pvc pipe? 4/12/07 CG Failed Correction Needed Re- Inspection Fee ($75) No Additional inspections can be scheduled until re- inspection fee is paid. Thursday, April 12, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village i 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 :. .'. 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Inspection Date: 08/15/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Drywall Screw Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 AUG 1 2007 sit I Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, August 14, 2007 Page 2 of 2 Inspection Worksheet �= Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Lpection Number: INSP -46$2 Permit Number: B'P8 0 5 -364 Inspection Date: 07/25/2007 Permit Type: Residential Construction Inspector: Inspector, Default Inspection Type: Framing Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 JUL 2 5 7007 Inspector Comments Passed my Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, July 24, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �►?% ! Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP -45930 Permit Number: BP2005 -..360 Inspection Date: 05123/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Wire Lathe Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 MAY 2 4 2007 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP -4668. Plans do not show type of soffit ventilation. Provide detail from the Architect on how to provide ventilation of attic. 2" pvc pipe? 4/12/07 CG Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, May 22, 2007 Page 1 of 2 4 Inspection Worksheet } Miami Shores Village a g 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I'NSP -4671 Perrnit.hlumber B'P 00 Inspection Date: 05/23/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Doors Owner: MIZELL, MILTON Work Classification: Addition Job Address: 80 93 Street NW Miami Shores Village, FL 33138- Phone Number (305)758 -1836 Parcel Number 1131010170020 Project: <NONE> Block: Lot: Contractor: HOME OWNER Building Department Comments NEW BEDROOM, BATHROOM AND KITCHEN AND WOOD DECK ADDITION REVISION 5/24/2006 IAY 2 4 2007 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, May 22, 2007 Page 2 of 2 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: MIZELL RESIDENCE Builder: Address: 80 N.W. 93 RD STREET Permitting Office: AIIAMI City, State: MIAMI SHORES, Fl 00000-0000 Permit Number: P 5 Owner: Jurisdiction Number 232600 Climate Zone: South 1. New construction or existing Addition — 12. Cooling systems 2. Single family or multi-famity Single family — a. Central Unit Cap: 18.0 kBtuJhr 3. Number of units, if multi- family I — 4. Number of Bedrooms I A% "U 5. Is this a worst case? No E UN 6. Conditioned Boor area (ft C. A/) 628 & 1% U M! 7. Glass area & type Single Pane Double Pane 114�1) ft 0�0 W 11 s a. Clear glass, default U-factor b. Default tint 0.0 W 0.0 W a. AT Tiat E., Oftu/hr 21 *- c. Labeled U or SHGC ft 0.0 ftz OP: 1.00 b & Floor types N/A I P a. Slab-On-Grade Edge Insulation R=0.0, 63.0(p) ft u b. N/A c. N/A c- N/A 9. Wall types 14. Hot water systems a. Concrete, Int Insul, Exterior R=5.0,61J&01Iz a. Electric Resistance Cap: 65.0 gallons b- T 6 M b. N/A EF: 0.84 c. N/A b- N/A d. N/A e. N/A 10. Ceiling types Beat a. Under Attic R-19.0, 628.0 IF b. N/A 1 PT, c. N/A ventilation, 1. Ducts a. Sup: Con. Ret: Unc. AH: Outdoors Sup. R=6.0, 25.0 it bl stat, b. NIA g, Ifiiamone g) GlasstFloor Area: 0.18 Total as-built points: 10101 PASS Total base points: 10212 rebyc t e plans and specifications covered Review of the plans and by this c I re i mpliance with the Florida specifications covered by this calculation indicates compliance Alf MR e Florida Energy Code. DATE: Before construction is completed this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.9W compliance with the Florida Energy Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGauge@ Version: FLRCPB v3-30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 80 N.W. 93 RD STREET, MIAMI SHORES, Fl, 00000-0000 PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Orrit Len Hgt Area X SPM X SOF Points i _ a .18 6".0 3Z50 36718 sirk ,fie, clew W *0 &D 12.0 70.53 0-67 562.8 singie, Clear S 4.0 6.0 24-0 66.93 0.60 959.5 Single, Clear E 4.0 6-0 78.0 78.71 0.65 3973.0 As-Built Total: 114.0 5495.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5-0 6wk 2.00 1216.0 Exterior 608.0 2,70 1641.6 Base Total: 608.0 1641.6 As-Built Total: 608.0 1216.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As­BulltTotal: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 628.0 2.80 1759A Under Attic 19.0 628.0 3.72 X 1.00 2336.21 Base Tow: 628.0 1758.4 As-Buift Total: 628.0 233&2 FLOOR TYPES Area X BSPM = Points Type R­Vatue Area X SPM = Points Slab 63.0(p) -20.0 -1260.0 Slab-On-Grade Edge Insulation 0.0 63.0(p) -20.00 -1260.0 Raised 0.0 0.00 0.0 1 Bass Taft]: _1260.0 As -Built Total: 63.0 -1260.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 628.0 18.79 11800.1 628.0 1a.79 11800.1 Summer Base Points: 17613.9 Summer As-Built Points: 19587.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (010 x DSM xAk­1U) 19587.6 1.000 (1.004x1.165 x1.03) 0.284 0.950 6370.5 17613.9 0.4266 7514.1 19587.6 1.00 1.205 0.284 0.950 6370.5 EnergyGauge'rm DCA Form 600A-2001 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 80 N.W. 93 RD STREET, MIAMI SHORES, F1, 00000-0000 PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 MID 236 26&8 Single, Clear W 4.0 &D 12.0 5.49 1.02 66.9 Single, Clear S 4D 6.0 24.0 4.49 1.22 131.2 Single, Clear E 4.0 6.0 78,0 4.77 1.07 397.4 As-Built Total: 114,0 59&5 P I 0 66 3 Point 2 t 9 ) J3974 i ts WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5_0 648.4 0.90 SA47.2 Exterior 608-0 0.60 364.8 Base Total: 608.0 364,8 As-Built Total: 6fl8.fl 547.2 DOORTYPES Area X BWPM Points Type Area X WPM = Points Adjacent 0.0 0-00 0.0 Exterior 0.0 0.00 0.0 Base Total: 031 0.0 As-Built Total: 0.0 0.0 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 628-0 0,10 62.8 Under Attic 19-0 620.0 0.14 X 1.00 87.91 Base Total: 62&0 62.6 As -Built Total: Mo 87.9 FLOORTYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 63-0(p) -2.1 -132.3 Slab-On-Grade Edge Insulation 0.0 63.0(p) -2.10 -132.3 Raised 0.0 0,00 0.0 1 Base Total: -132.3 As-Bullt Total: 63.0 -1323 INFILTRATION Area X BWPM = Points Area X WPM = Points 628.0 -0.06 -371 628-0 -0.06 -37.7 Winter Base Points: 524.4 Winter As-Built Points: 1060.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Pointsl (DM x DSM x AHU) 1060.7 1.000 (1.009x1.137x1.08) 1.000 0.950 1248.5 524.4 0.6274 329.0 1060.7 1.00 1.239 1.000 0.950 1248.5 EnergyGauge- DCA Form 60OA-2001 FORM 60OA -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whale Building Performance Method A► - Details ADDRESS: 80 N.W. 93 RD STREET, MIAMI SHORES, FI, 0000"000 PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2369.00 23%0 65.0 0.84 1 1.00 248111 1.00 2481.8 As -Built Total: 2481.8 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water Total Points Points Points Points Paints Points Points Points 7514 329 2369 10212 1 6371 1248 2462 10101 PAS aI 'VxBsr L9 A C0 FORM 60OA -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS; 80 NW 93 RD STREET, MIAMI SHORES, FI, 00000 -0060 PERMIT #: 6Ar21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST Exterior Windows 8 Doors 606.1.ABC.1.1 Maximu cfmtso.ft. window area .5 cfmfs .ft. door area. Exterior 8 Adjacent Walls 606.1- 3C.1.2.1 Caulk, gasket, weatherstrip or seat between: windowsldoors 8 frames, surrounding wall' , foundation & wall sole or sill plate; joints betwesr exterior wall panels at corners; utility penetrations; between wall panels R trap/bottom plates; between watt and floor. EXCEPTION: Frame walls where a- continuo us infiltration barrier is jmtalled Itut fiends from and is sealed to, the foundation to the top plate Floors 606.1.ABC.1.2.2 Penetrations/openings >1E8" seated unless backed' by truss or joint members. EXCEPTION: Fram floors where a continuous inlillmlion barrrer is installed that is seated to tire.. inter, 'erns and seams. Collings 606.1_ASC:1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sued to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Framaceilings w here a continuous infiltration barrier is installed that is seated at the pedmeter at penetrations and seams.. Recessed Lighting Fixtures 606AMC.12.4 Type IC rated with no penetrations, steed; or Type IC or non-tC rated, installed inside a seated bout with 112" clearance & 3" from asuloli€xr or Type IC rated with < 2.0 cfrn from conditioned s . tested. Mutii-s Houses 606.1.ABC.1:2.5 Air barrier on of floor betrveeru floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers, combustion space treaters comply with NFPA, have combustion air. 6A•22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded; 4y all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12 Switch or olearty marked circuit breaker electric or cutoff as most be ovided. Eoittertal or brnt4n heat trap required. Swimming Pools 8 Spas 612 -1 Spas S Treated pools rnuust have cowers (except solar heated). . : pools must have a pump timer: Gas spa & pool heaters must have a minimum thermal efficiency at 78%. Shower heads 6121 Water fl o N must be restricted to no mare than 2.5 nallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical eWipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 rain. insulation_ HVAC Controls 607.1 Separate readitv accessible manual or automatic thermostat for each systern. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R-11 or CBS R -3 -both sires. Common ceftV & floors R -11, EnergyGauge DCA Form 60OA -2001 EnergyGaugetil/FteRES'2t M FLRCPB v3:30 , 4 ENERGY PERFORMANCE LEVEL, (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.8 The higher the score, the more efficient the home. 1 80 N.W. 93 RD STREET, MIAMI SHORES, FI, 00000-0000 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 18.0 kBtu/hr _ 3. Number of units, if multi- family I _ SEER: 12.00 4. Number of Bedrooms I _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft 62811 c. N/A _ 7. Glass area & type Single Pane Double Pane a. Clear - single pane 114.0 ft 0.0 ftz _. 13- Heating systems b. Clear - double pane 0.0 ft 0.0 11 _ a. Electric Strip Cap: 17.0 kBtu/hr , c. Tint/other SHGC - single pane 0.0 ft 0.0 ft — COP: 1.00 _ d_ Tint/other SHGC - double pane b. N/A _ 8. Floor types _ ^ a. Slab -On -Grade Edge Insulation R=0.0, 03.0(p)11 _ c. N/A b. N/A c. NIA 14_ Hot water systems 9. wall types _ a_ Electric Resistance Cap: 65.0 gallons a. Concrete, Int Insul, Exterior R=5.0,608.0 ft EF: 0.84 b. N/A _ b. N/A _ c_ N/A d. N/A _ c. Conservation credits e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DIP-Dedicated heat pump) a. Under Attic R=19.0,628.0 ft _ 15. HVAC credits PT, _ b. N/A _ (CF- Ceiting fan, CV -Cross ventilation, c. N/A HF -whole house fan, 11. Ducts _ PT Programmable Thermostat, a. Sup: Con. Ret: Unc. AH: Outdoors Sup. R=6.0, 25.0 ft _ MZ- C- Multizone cooling, b. N/A MZ- H- Multizoue heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) � ST��� in this home before final inspection. Otherwise, a new EPL Display Card will be completed s s , p t based on installed Code compliant features.a Builder Signature: Bate: y Address of New Home: City /FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating If your score is 80 or greater (o) 86 for a US EPAIDOE Energy,Star' designation), your home may qualify for energy eciency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge hotline at 3211638 -1492 or seethe Energy Gauge web site at w► w sec.ucted for information and a list of certif ed Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487 -- 1824. Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation Manual. Second Edition. REYES-GAWLAN Consulting Engineersinc. 16252 N.W. 79 Av, Miami Lakes, JOB Narne. MIZELL RESIDENCE F1 33016. Tel:(305) 828-5205 Adress.: 80 N.W. 93 RD STREET MIAMI SHORES, FLORIDA Date: 02/02/05 Unit/ Area served. AHU-1 Calculated by. A.M. Checked by R.G. ITEM SOLAR SHADE T. AREA BTU / 1IR ITEM AT U T. AREA B /HR N. Glass 37 x x = 0 N. Wall 14 x 0.3 x 0 = 0.0 NE. Glass 66 x x = 0 NE. Wall x x = 0.0 E. Glass x 37 x 78 = 2886 E. Wall 24 x 0.3 x 153 = 1101.6 SE. Glass 82 x x = 0 SE. Wall x x = 0.0 S. Glass x 37 x 24 888 S. Wall, 17 x 0.3 x 226 = 1152.6 S.W. Glass 82 x x = 0 SW. wall x x = 0.0 W. Glass x 37 x 12 444 W. Wall 24 x 0.3 x 229 = 1648.8 NW. Glass 66 x x = 0 NW. Wall x x = 0.0 Hor. Glass x x = 0 Knee wall x x = 0.0 T. Glass area = 114 Subtotal = 4218 T. Wall Area= 608 Subtotal = 3903 ITEM AT U T. AREA lunfwlwk� TOTAL BTU / HR P1 �" , " i U-- Partition 13 x 0.09 x 0 Ile !T 0.0 , I I" M " 3 130 2 460 Roof 48 x 0.05 x 628 = 1507.2 00 1 1200 Floor 13 x 0 x 628 = 0.0 JV4 1 1045.216 x 16.5 = 746.1 Ceiling x x = 0.0 Mis aneou&- 200.0 Subtotal 1507 Subtotal 2606 TOTAL SENS. = 12234 Btu/Hr rY GTH=TOT. SENS. x 1.3 = 15905 Btu/Hr TONS = 1.3 BEAT LOSS USE = 1.5 Tons ITEM T. AREA L1T U BTU /HR Cfm = 600 Walls 608 x 27 x 0.3 = 4924.8 Sq.Ft./T = 418.7 Roof 628 x 27 x 0.05 = 847.8 CFNVsq.ft = 1.0 Floor 628 x 27 x 0 = 0.0 Glass 114 x 27 x 1.1 = 3385.8 Ventilation i.ixDTxQ 1.1 x 27 x 45.216 = 1342.9 Partition 0 x 27 x 0.09 = 0.0 TOTAL 10:501.3 Btu/hr KW 3.1 Kw Q 0,48 x 5652 60 = 45.216 Area A/C= 628 Sq. ft. Volume A/C= 628 x 9 = 5652 Cu. ft. PROCESS# FEDERAL EMERGENCY MANAGEMENT AGENCY OA.B No. 3067 -0077 FOLIO# 11- 3101 -017 -0020 NATIONAL FLOOD INSURANCE PROGRAM Expires DECEMBER 31, 2005 ELEVATION CERTIFICATE C.O.R. EL - 11.11' Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Comparry Use. BUILDING OWNER'S NAME Policy Number MILTON A. MIZELL BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AN pony NAIC Number 80 N.W. 93 STREET _n CITY STATE MIAMI SHORES _ FLORID PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 2, "CANADAY EXTENSION" PLAT BOOK 41 AT PAGE 71 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area ry. Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURC S (Type ). ( ##° - ##' - 049' or ##.###W) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE VILLAGE OF MIAMI SHORES / 120652 1 MIAMI -DADE FLORIDA B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX DATE B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER J 7 - 17 - 95 EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone A0, use depth of flooding) 12025c 0093 3 -2 -94 " X " N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile X FIRM ❑ Cammunity Determined ❑ Other (Describe): B 11. Indicate the elevation datum used for the BFE in 89: X NGVD 1929 ❑ NAVD 1988 ❑ Other (Desaibe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPAJ? ❑ Yes X No DesiMafion Date _ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building eWations ase based on ❑ Cw&uuction DreWng0' ❑ Building Under Carvsttuction" X Fiwhed Cmekmtion 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the bung diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a skeloh or photograph) C3. Elevations —Zones Al AW, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, ARIAE, AR/Al -A30, AR/AH, ARIAO Complete Items C3: a-i below according to the building diagram specified in Item C2. State the datum used If the datum is different from the datum used for the BFE in Section B, mwert the datum to that used for the BFE Shwa meld measurements and datum convversion calcusVation. Use the space prodded or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 ConversimlCmvnents NONE Elevation reference mark used COUNTY -BM Does the elevation reference marls used appear on the FIRM? ❑ Yes X No ❑ a) Top of bottom floor (including basement or enclosure) 13 . 02 It(m) ca CHARLES W. CARR ❑ b) Top of next higher floor WA. _ft (m) ❑ c) Bottum of too x t ha¢ontad structural m (V zones only) NIA a DEC. 30 2004 ❑ d) Attached garage (top of slab) 10 . 79 ft.(m) E E ❑ e) Lowest elevation of machinery andror equipment w `° STATE OF servang the buikiing (Desc ina Comments area) NIA _ft FLORIDA PLS NO. ❑ f) Lowest adjacent (finished) grade (LAG) 10. 6 it(m) Z in 1060 ❑ g} Highest acilacent (finished) grade (HAG) 11 . Oft(m) ❑ h) No. of pemiaraA openings (flood verb) within 1 ft. abuue adjacent grade tVA �G! ❑ ) Total area of all permanent openings (flood vents) in C3.h N!A sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001, CERTIFIER'S NAME CHARLES W. CARR LICENSE NUMBER PLS NO. 1060 TITLE PRESIDENT COMPANY NAME CHARLES W. CARR SURVEYING, LLC. ADDRESS CITY STATE ZIP CODE 9245 S.W. 44T STREET MIAMI FLORIDA 33165 SIGNATURE DATE TELEPHONE �---� DECEMBER 30TH, 2004 (305) 221 -3416 IMPORTANT: In these spaces, copy the corresponding infonnadon from Section A For Insurance Company Use BUILDING STREET ADDRESS (Including Apt., Und, Suite, andior Bldg. No.) OR P.O. ROUTE AND BOX NO, Policy Number 80 N.W. 93RD STREET CITY STATE ZIP CODE Company NAIC Number MIAMI SHORES FLORIDA 33150 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) cornrnu City olflpial, (2) irsurarice agenticanpany, and (3) building owner. ❑ Check here if attachments SECTION E - BUILt1G ELEVATIQM INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BF`, complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. E 1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — seepages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the bulking is _ ft(m) _in.(an) ❑ abate or [:]below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the budding is _ ft(m) _in.(an) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordnance? ❑ Yes ❑ No ❑ Unknown The local otTiaal 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, C (Items C3.h and C3.i only), and E far Zone A (without a FEMA- issued or community issued BFE) or Zone AO must sign here. The statements in Sections A, B. Q 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 FLORIDA 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. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to cerb{y elevation information. (Indicate the source and date of the devabon 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 A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodlp ain management purposes. G4. PERMIT NUMBER G5 DATE PERMIT ISSUED G6 DATE CERTIFICATE OF COMPUA1 ISSUED G7. This perri t has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -buift lowest floor (including basement) of the building is: _ �ft.(m) Datum: G9. BFE or (m Zone AO) depth of flooding at the building site s: _. ^ ft(m) DaUw LOCAL OFFICIAL'S NAME T ITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Chec here if attachments PROCESS# FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067 -0077 FOLIO# 11- 3101 -017 -0020 NATIONAL FLOOD INSURANCE PROGRAM Expires DECEMBER 31, 2005 ELEVATION CERTIFICATE C.O.R. EL - 11.11' Important: Read the Instructions on pages 1- 7. SECTI A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number MILTON A. MIZELL BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 80 N.W. 93 STREET CITY STATE ZIP CODE MIAMI SHORES _ FLORIDA 33150 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 2, "CANADAY EXTENSION" PLAT BOOK 41 AT PAGE 71 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - ##' - ##.## or ##.#####°) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1 NAP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE VILLAGE OF MIAMI SHORES/ 120652 1 MIAMI -DADE FLORIDA 84. MAP AND PANEL 85. SUFFIX B6. FIRM INDEX DATE 87. FIRM PANEL 139. BASE FLOOD ELEVATION(S) NUMBER 1 7 -17 -95 EFFECTIVEiREVISEDDATE B8. FLOODZONE(S) (Zone AO use depth of flooding) 12025c 0093 3-2 -94 X. N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ AS Profile X FIRM ❑ Community Determined ❑ Other (Describe): B 11. Indicate the elevation datum used for the BFE in 139: X NGVD 1929 ❑ NAVD 1988 ❑ Other ( Desrxbe): B12. Is the building located in a Coastal Barrier Resources System CBRS area or Otherwise Protected Area OPA ? ❑ Yes X No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Bulling elevations are used on ❑ Gmstrriction Dray ing' ❑ Building Under Construction* X Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most sirrtilar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA, ARIAE, ARIA1 -A30, ARIAH, ARIAO Complete Items C3. -a -i below according to the budding cagram specified in Item C2. State the datum used If the datum is cifferent torn the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datm corwersim calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum N VD29 ConversioNCorrxnents NONE Elevation refeence mark used COUNTY -BM Does the elevation refererme mark used appear on the FIRM? ❑ Yes X No ❑ a) Top of bottom floor (nclucing basement or enclosure) 13 . 02 ft(m) ca a b) Top of next higher floor WA._ft(m) CHARLES W. CARR ❑ c) Boltcm of low net horizontal structural member (V zones only) N/A. �ft.(m) 02 Tsi U dd) Attached garage (top ofslab) 10 . 79 ft-(m) E° DEC. 30 2004 ❑ e) Lowest elevation of machinery and/or equipment � d STATE OF servicing the building (Describe in a Comments area) WA . _ft(m) FLORIDA PLS NO. ❑ t) Lowest adacent (finished) grade (LAG) 10. 6 ft(m) Z 0 1060 ❑ g) Highest adjacent (finished) grade (HAG) 11 . 0 ft (m) y N ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade WA 8 ❑ i) Total area of at permanent openings (flood vents) in C3.h N!A sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 100E CERTIFIER'S NAME CHARLES W. CARR LICENSE NUMBER PLS NO. 1060 TITLE PRESIDENT COMPANY NAME CHARLES W. CARR SURVEYING, LLC. ADDRESS CITY STATE ZIP CODE 9245 S.W. 44 STREET MIAMI FLORIDA 33165 SIGNATURE DATE TELEPHONE DECEMBER 30T" 2004 (305? 221 -3416 IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company use: BUI1 DING STREET ADDRESS (lnclud ng Apt. Wit, Suite, ands Bkk No) OR P 0 ROUTE AND BOX NO Policy Number 80 N.W. 93RD STREET CITY STATE ZIPCODE Company NAIC Number MIAMI SHCRES FLORIDA 33156 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenttornpany, and (3) building owner. ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE: AO AND ZONE A "TROUT BFE) For Zone AO and Zone A (without BFE), complete Item E1 trough E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. E 1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the buildng is _ f l(m) _in.(an) ❑ above or [:]below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher flan or elevated floor (elevation b) of the budding is _ III — in-(an) above the highest adjacent grade. Complete items C3.h and C3.i on front of lam. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodiplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must this infatuation in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The properly owner or owner's authorized representative who completes Sections A, B, C 011 ms C3.h and CW only), and E for Zone A (without a FEMA- Issued or community- issued BFE) or Zone AO must sign here. The statements in Sectio A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATNE'S NAME ADDRESS CITY STATE ZIP CODE FLORIDA SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authaizeed by law or ordinance to administer the commurdly's &#ilain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below G 1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. nndicate the sou m 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 communityAssued BFE) or Zone A0. G3. ❑ The following information (Items G4-G9) is provided for con munity flood plain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6 DATE CERTIFICATE OF COMPLIANCE1000UPANCY ISSUED G7. This pemut has been issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the buiking site is: J _ ft(m) Datum: LOCAL OFFICIAL'S NAME �^ TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Ch here if attachments _ r , C$ARL�Ie W. C1►RR Et7'RYMZ''li�. LLC. �t.�t SHEET 2 OF 2 ZwAmD s'a'g rump _ MAIL TO: PHONE (305) 221 -3416 � w 93 9? . 57 9245 S.W. 44` St. FAX (305) 553 -9903 r MIAMI, FLORIDA 33165 �S / 12 2 0 %afle?444 T SEE THE REPORT OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 41 AT PAGE 71 , MIAMI -DARE COUNTY, FLORIDA. THIS SURVEY MAP IS NOT VALID WITHOUT Q THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR 14� AND MAPPER. THE SIGNATURE AND SEAL CAN BE FOUND AT THE .END OF REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. N ) I� N. W. 93 STRE s / S !� f— kv v L X P. R. W w 76.72 7s 75 73 73 7s 7s D F ILLD 3! m n o a n - ~ i 40 � Z �6 p / ii w ° 1 3 s 4 5 6 7 8 a > %/� \ rr Q / /Z /p \S\ s C 0 1 o e e • o e m o Q �` yy � � •••• : •• • • • • • ° 6 . 15 . 14 . 13 a 12 ° 11 ° 10 . 9 - �H �' � M •••••• •• •••• • 30 1 Z 1� � 79 73 73 73 73 73 73 73 - v (� • • • • • • • • : • • N.W. 92 STREET � Rj � •••• •• • ... fl !$.G8 io.o� 0 00 :- 3• o • PLA/ttTE /Z • �f5 ••• .... : 0.�5 0 �� • • • • I nez - •• • �o. �� � LEGEND & SYMBOLS Q S O A ARC R -- RADIUS LEN GTH BM -- BENCH MARK N � � � J� � T -- TANGENT PWRTRAN - POWER TRANSFORMER C -- CHORD WN •- WATER J�� // �jj�•l �.D -- DELTA(CENTRAL ANGLE) �'11i -- WATER METER MEAS - MEASURED P &T -- POWER &TELEPHONE LINES X X T O CALC -- CALCULATED NlH -- MANHOLE LID PCP -- PERMANENT CONTROL CB -- CATCH BASIN POINT CO -- CLEAN -OUT COVER J"� Q• 9 9g .154 E'7 /o. /¢ PRM -- PERMANENT REFERENCE CL -- CENTERLINE MONUMENT CBS -- CONCRETE BLOCK STRUCTURE PC -- POINT OF CURVE CLP -- CONCRETE LITE POLE R/W -- RIGHT OF WAY CONC. -- CONCRETE BM -- BENCH MARK FPL -- FLORIDA POWER & LIGHT FND IF - FOUND IRON PIPE EL -- ELEVATION BASED ON 1929 NGVD CLR -- CLEAR FND IR -- FOUND IRON ROD *' C L F -- CHAIN LINK FENCE ENCRO -- ENCROACHMENT y TYP -- TYPICAL (FOR SEVERAL) WMF WIRE MESH FENCE , - - N/A - NOT APPLICABLE DH -- DRILL HOLE , (I P.O.B. -- POINT OF BEGINNING N/D - NAIL & DISC V 1 P.O.C. - -POINT OF COMMENCEMENT CTY MON -- COUNTY MONUMENT G ✓� 0 , CM- CONCRETE MONUMENT PKG SP -- PARKING SPACE SAN SWR - SANITARY SEWER HYD -- FIRE HYDRANT W/M -- WATER MAIN H C PKG -- HANDICAP PARKING WF -• WOOD FENCE U E -- UTILITY EASEMENT LOCATED IN: � VILLAGE OF MIAMI SHORES, e« MIAMI -DADE COUNTY, FLORIDA �a LOCATION SKETCH LOT DETAILS �O v1/C.2, 7FLE/- '.yl�,c/C �' �//�T�=,2 LANES SCALE: 1 INCH = 150 FEET SCALE: 1 INCH = 15 FEET �/Z %z mmv ,00[.E Alk am SHEET 1 OF 2 m uv bbc� � REPORT OF BOUNDARY SUR VEY P12101 �MEO J u Vo� & PIR I LANDS DESCRIBED IN PLAT BOOK 41 . AT PAGE 71 MAIL TO: PHONE (305) 221 -3416 MIAMI-DADE COUNTY FLORIDA SURVEY NUMBER:04 -12 -130 9245 S. W. 44 ST, FAX (305) 553 -9903 MIAMI, FL 33165 SURVEY NOTES 1. THE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH EXISTING ABOVE GROUND IMPROVEMENTS LOCATED. NO UNDERGROUND FOOTINGS MAP OF BOUNDARY SURVEY FOR: WERE LOCATED UNLESS OTHERWISE SHOWN. 2. NO ENCROACHMENTS WERE NOTED BY THIS SURVEY UNLESS SHOWN. SEE THE MAP OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 41 _ AT PAGE 71 , MIAMI-DADE COUNTY, FLORIDA. THIS SURVEY REPORT NOT V OUT THE SIGNATURE ORIGINAL SEAL OF THE FLORIDA LICENSED SURV'r YOR AND MAPPER. REP AND MAP IS O VALID WITH IGN URE AND ORI RAISED S 3. ANY NOTORIOUS EVID ENCE OF OCCUPATION AND /OR USE OF THE DESCRIBED PARCEL THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF THIS REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. FOR RIGHTS -OF -WAY, INGRESS OR EGRESS IS SHOWN ON THIS SURVEY DRAWING. HOWEVER THIS SURVEY DOES NOT PURPORT TO REFLECT ANY RECORDED LEGAL DESCRIPTION INSTRUM1NTS OR RIGHTS -OF WAY OTHER THAN SHOWN ON THE RECORDED PLAT OR STATED IN THE LEGAL DESCRIPTION AS IT APPEARS ON THIS DRAWING. THIS SURVEY LOT 2 , SL BDIVISION " CANADAY EXTENSION ". ACCORDING TO T1IE PLAT THEREOF AS RECORDED PLAT BOOK 41 AT DOES NOT CERTIFY THAT SUCH INSTRUMENTS DO EXIST AND LANDS SHOWN HE9VM • .... WERE NOT ABSTRACTED FOR EASEMENTS AND /OR RIGHTS OF WA- Ot RECORII • . PAGE 71 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. .. :*6 , • 4. THIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS a l"QUIIL BY :.. • THE ZONING OF THE DESCRIBED PARCEL, NOR DOES THIS SURVEY CEPW;( THAT-ANY- CERTIFIED TO: OF THE HROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE ZONjI�Qw ltEGUL:,_1l* 4S. • 0:0 . MILTON A. MIZELL • • • • • • • 5. THE NORTH ARROW AND BEARINGS AS SHOWN ARE DERIVED FROM•EE ASSI$�I�L7 • • • • • • PROPERTY ADDRESS MERIDIAN ON THE RECORDED PLAT; THE LEGAL DESCRIPTION THEREM4 IF y AID • 80 N.W. 93 STREET DESCRIPTION IS A METES AND BOUNDS AND /OR A FRACTIONAL DESC' • '£ION THE .... see* • MIAMI SHORES. FLORIDA 33138 BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND THE BASE LINES ARE ...... • • SHOWN ON THE LOCATION SKETCH. : • & • • • .... • • . . . DATE OF FIELD SURVEY: DECEMBER 30 2004. 6. THE FLORIDA INSURANCE RATE MAP PANEL 0093 i DATED 7-17-95, INDEX DATA 3 2 -94, COMMUNITY No. 120652 NATIONAL FLOOD INSURANCE PROGRAM DELINEATES THE HEREIN DESCRIBED LAND TO BE WITIIIN ZONE "X " ELEVATION N/A FEET. ACCURACY: THIS IS NOT A FLOOD HAZARD ZONE. THE EXPECTED USE OF THE LAND: AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17 -6 FAC). IS "SINGLE FAMILY RESIDENTIAL ". THE MINIMUM 7. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM AND BENCH RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I FOOT IN 7500 FEET. MARKS ARE CITY. COUNTY, STATE OR GEODETIC VERTICAL REFERENCE MONUMENTS. THE ACCURACY OBTAINED BY MEASUREMENT WITH A SOKKIA THEODILITE AND A SOKKIA 200 FOOT STEEL TAPE AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED TIES REQUIREMENT. 8. THIS IS A LAND SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLORIDA STATUTE 472 AND THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS DATA SOURCES ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS THE LEGAL DESCRIPTION WAS FURNISHED BY MARK A. CAMPBELL ARCHITECTS 373 PURSUANT TO CHAPTER61G17 -6 FLORIDA ADMINISTRATIVE CODE AND MEETS THE N.E. 92 STREET MIANH SHORES, FLORIDA 33138. REQUIREMENTS OF THE FLORIDA LAND TITLE ASSOCIATION. EASEMENTS: THE RECORD PLAT DOES NOT INDICATE ANY EASEMENTS ON SUBJECT PROPERTY. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: CHARLES W. CARR, LICENSE NUMBER LS 1060. E STATE OF FLORIDA. SIGNED: 110" i ilk we REPORT OF BOUNDARY SURVEY SHEET 1 OF 2 PROF o- N r X%Amm wuLqvmyoLptll a Dx"F w LANDS DESCRIBED IN PLAT BOOK 41 . AT PAGE 71 MAIL TO: PHONE (305) 221 -341b MIANH-DADE COUNTY FL SURVEY NUMBER :04 -12 -130 9245 44 S.W. th ST. FAX (305) 553 -9903 MIAMI, FL 33165 SURVEY NOTES 1. THE SURVEY HEREON REPRESENTS A PERIMETER BOUNDARY SURVEY WITH EXISTING ABOVE GROUND IMPROVEMENTS LOCATED. NO UNDERGROUND FOOTINGS MAP OF BOUNDARY SURVEY FOR: WERE LOCATED UNLESS OTHERWISE SHOWN. 2. NO ENCROACHMENTS WERE NOTED BY THIS SURVEY UNLESS SHOWN. SEE THE MAP OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 41 AT PAGE 71 , MIAMI -DADE COUNTY, FLORIDA. THIS SURVEY REPORT AND MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. 3. ANY NOTORIOUS EVIDENCE OF OCCUPATION AND /OR USE OF THE DESCRIBED PARCEL THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF THIS REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. FOR' RIGHTS -OF -WAY, INGRESS OR EGRESS IS SHOWN ON THIS SURVEY DRAWING. HOWEVER THIS SURVEY DOES NOT PURPORT TO REFLECT ANY RECORDED LEGAL DESCRIPTION: INSTRUMENTS OR RIGHTS -OF WAY OTHER THAN SHOWN ON THE RECORDED PLAT OR STATED IN THE LEGAL DESCRIPTION AS IT APPEARS ON THIS DRAWING. THIS SURVEY LOT 2 , SUBDIVISION " CANADAY EXTENSION ". ACCORDING TO THE PLAT THEREOF AS RECORDED PLAT BOOK 41 AT DOES NOT CERTIFY THAT SUCH INSTRUMENTS DO EXIST AND LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND /OR RIOFITS OF WAY OF RECORD. PAGE 71 OF THE PUBLIC RECORDS OF MIAMI - DADE COUNTY, FLORIDA. 4. THIS SURVEYOR DID NOT RESEARCH THE PARTICULAR SETBACKS AS REQUIRED BY THE ZONING OF THE DESCRIBED PARCEL, NOR DOES THIS SURVEY CERTIFY THAT ANY CERTIFIED TO: OF THE IMPROVEMENTS SHOWN ARE IN COMPLIANCE WITH THESE ZONING REGULATIONS. MILTON A. MIZELL 5. THE NORTH ARROW AND BEARINGS AS SHOWN ARE DERIVED FROM THE ASSUMED PROPERTY ADDRESS MERIDIAN ON THE RECORDED PLAT; THE LEGAL DESCRIPTION THEREON IF SAID 80 N.W. 93 STREET DESCRIPTION IS A METES AND BOUNDS AND /OR A FRACTIONAL DESCRIPTION THE MIAMI SHORES, FLORIDA 33138 BEARINGS ARE DERIVED FROM COUNTY SECTION MAPS AND THE BASE LINES ARE SHOWN ON THE LOCATION SKETCH. DATE OF FIELD SURVEY: DECEMBER 30 2004. 6. THE FLORIDA INSURANCE RATE MAP PANEL 0093 i DATED 7-17-95. INDEX DATE 3- 2 -94, COMMUNITY No. 120652 NATIONAL FLOOD INSURANCE PROGRAM DELINEATES THE HEREIN DESCRIBED LAND TO BE WITHIN ZONE "X . ELEVATION N/A FEET. ACCURACY: THIS IS NOT A FLOOD HAZARD ZONE. THE EXPECTED USE OF THE LAND: AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17 -6 FAC). IS "SINGLE FAMILY RESIDENTIAL ". THE MINIMUM 7. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM AND BENCH RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT WITH A SOKKIA THEODILITE AND A MARKS ARE CITY, COUNTY, STATE OR GEODETIC VERTICAL REFERENCE MONUMENTS. SOKKIA 200 FOOT STEEL TAPE AND A D GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQ 8. THIS IS A LAND SURVEY AND WAS PREPARED IN ACCORDANCE WITH FLORIDA STATUTE 472 AND THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS DATA SOURCES ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS THE LEGAL DESCRIPTION WAS F BELL ARCHITECTS 373 PURSUANT TO CHAPTER61G17 -6 FLORIDA ADMINISTRATIVE CODE AND MEETS THE N.E. 92 STREET MIAMI SHORES, FLOR X31 REQUIREMENTS OF THE FLORIDA LAND TITLE ASSOCIATION. EASEMENTS: ; THE RECORD PLAT DOES NOT INDICA S TS O JECT PROPERTY. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: CHARLES W. CARR. LICENSE NUMBER LS 1060. STATE OF FLORIDA. SIGNED : C$A,RUM W. CALRR NO VMYZNU, bbC. ,i �� SHEET 2 OF 2 PL MAIL TO: PHONE (305) 221 -3416 /(/. //(� 9245 S.W. 44`" St. FAX (305) 553 -9903 MIAMI, FLORIDA 33165 7 5 �2/ y 2d 1t? 7 SEE THE REPORT OF BOUNDARY SURVEY, LANDS DESCRIBED IN PLAT BOOK 41 AT PAGE 71 , MIAMI -DADE COUNTY, FLORIDA. THIS SURVEY MAP IS NOT VALID WITHOUT Q THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR ►0 �,(� AND MAPPER. THE SIGNATURE AND SEAL CAN BE FOUND AT THE END OF REPORT. 5 THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTBER. L _ . W . 93 STRE _ _ S' S !_v L kV,-_7 L !� . P.R.H P.R.M. 1 w 76.72 75 r 75 . 73 n 7s 7e 79 w1 a 1 3 4 s 6 7 8 _ rnp > m a 1 ., , C �1 a '16 15 s 14 m 13e 12� 11 m 10m 9 m 1E 0 Z 136 76.79 73 75 75 7D 73 7Z 73 N.W. 92 STREET M `1 o PCAAvTE /2.. 3•G � 0.75 t Z) 14.37 �� N 3.92 /O.dz N' l,, � �L -►o � sing LEGEND & SYMBOLS ��,J S �M R -- RADIUS GTH BM -- BENCH MARK 1 7 /C 7 / T -- TANGENT PWRTRAN -- POWER TRANSFORMER C -- CHORD WV -- WATER VALVE -- DELTA(CENTRALANGLE) WNi -WATER METER n; >JC"�C X80 MEA5 -- MEASURED Pb`T -- POWER &TELEPHONE LINES 4,01 CALC -- CALCULATED MH -- MANHOLE LID PCP -- PERMANENT CONTROL CB -- CATCH BASIN CO -- CLEAN- OUTCOVER POINT Q_ /� PRM -- PERMANENTREFERENCE CL -- CENTERLINE 9.9.°� MONUMENT CBS -- CONCRETE BLOCK STRUCTURE 777 PC -- POINT OF CURVE CLP -- CONCRETE LITE POLE R/W -- RIGHT OF WAY CONC. -- CONCRETE BM -- BENCH MARK FPL -- FLORIDA POWER & LIGHT FND IP FOUND IRON PIPE EL -- ELEVATION BASED ON 1929 NGVD CLR -- CLEAR FND IR -- FOUND IRON ROD ENCRO ENCROACHMENT C L F -- CHAIN LINK FENCE -- I� TYP -- TYPICAL (FOR SEVERAL) WhIF -- WIRE MESH FENCE , NiA - NOT APPLICABLE DH -- DRILL HOLE V P.O.B.- POINT OF BEGINNING N/D -- NAIL & DISC 1 P.O.C. - -POINT OF COMMENCEMENT CTY MON -- COUNTY MONUMENT C M -CONCRETE MONUMENT PKG SP -- PARKING SPACE �I G SAN SWR- SANITARY SEWER HYD -- FIRE HYDRANT .� W/M -- WATER MAIN H C PKG -- HANDICAP PARKING WF -- WOOD FENCE U E -- UTILITY EASEMENT LOCATED IN: I VILLAGE OF MIAMI SHORES, ci i MIAMI -DADE COUNTY, FLORIDA LOCATION SKETCH LOT DETAILS povV�,2, 7"ELE/�•�/U,c/C �' �t/Tc =,� L /�c/FS �, SCALE: 1 INCH = 150 FEET SCALE: 1 INCH = 15 FEET �� Pot.' CIT Via Air ILE M 1 A M KIRK MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE 140 WEST FLAGLER STREET, SUITE 1603 myff PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (1 1 4WEIVED PGT Industries NO 1070 Technology Drive d Nokomis, FL 34274 -- 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 AH7 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 1224.02 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 Manuel Perez, P.E. %P AIMIL NOA No 03-0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 02- 1224.02 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. Manuel .E. Product ControtVxwAner NOA No U3.41 1.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, OXO configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. ASTM -E -1300 Table, dated 6/6/03, prepared, signed and'sealed by Lucas Turner, P.E. Complies with ASTM E1300 -98. Submitted under NOA# 02- 1224.02 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. 3. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS Submitted under NOA# 02- 1224.02 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 2/15/01, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. FTL 02134, 02129, 02124, issued by Fenestration Testing Laboratory, dated 11/15/02, signed and sealed by Joseph Chan, P.E. 4. Letter from engineer requesting a revision to include insulated glass, dated 6/6103, signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1224.02, issued to PGT Industri Brie "640" Aluminum Casement Window, approved on 51 2/ .3-4nd ex ig o 08. P Product Contro ' r NOA No Ztl 1.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 E -2 • Arm M I A M FDADE MIAMI DARE COUNTY, FLORIDA METRODADE R AGLER BUILDING BUILDING CODE COMPLIANCE Om no 149 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 . NOTICE OF ACCEPTANC _ P y PGT Industries EWE D 1070 Technology Drive Nokomis, n 34275 i NO SCOPE: This NOA is being issued under the ap ' - ibi - �;% 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). Thus 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 incur the of such testing and the AID 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. DESC RIPTION: Series KPW -701" Aluminum Picture Window-LM APPROVAL DOCUMENT: Drawing No. 4259.4, tided "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7114/03, with revision "A", dated 12115103, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MIssILE IwACT RATING: Large and small Missile Impact ABEL G: 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. o Cis M A s all be consr a renew 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 texuninate 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. literati=. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned —above - -- The submitted documentation was reviewed by Theodore Berman, P.E. NOA No t13- 110501 Expiration Date: February 19, 2089 Approval Date: February 19, 2004 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBbffTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. 42594, titled "Aluminum Picture Window, impact sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A" dated 12/25103, signed and seated by Robert L Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 ion diagram of an aluminum picture — window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated. 07/31/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1- Anchor Calculations, ASTM- E1300-98, and structural analysis, prepared by „nanvifap.,„pr. dated 10/31 signed an d sealed by Robert L. Clark, P.E. D. EQUALITY ASSURANCE L Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS —_ _i_— Noticeof_Acceptance No. _02-082&15issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11105. 2. Notice of Acceptance No. 01- 0205,02issued to Solutia, Inc, for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Daft February 19,2M Approval DAw Fehruar919, 2004 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Laboratory compliance letter for Test Report no. F L -3835, issued by Fenestration Testing Laboratory, Inc., dated 08125103, signed and sealed by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. FM-3850, issued by Fenestration Testing Laboratory, Inc., bated 08/21103, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). Deputy Dire W, Produd Control Division NOA No 03.1105.01 Espiradw Date: February 19,200 Approval Date: February 19, 2004 E -2 M A BRAM - LADE COUNTY, FLORIDA METR"ADE FLAGLEP, BUILDM BUR DING CODE CAM UNCE NCE OFFXM (B 149 WEST FLA(LSR STEM, SUITE 1693 PRODUCT CON MoL DrmION MIAMI, fIORIDA 33130 -1563 (305) 375 -2901 FAX (305) 3T5 -29(T8 EP'T'A NOTICE OF ACC PGT Industries AEC EPIVED ' P.O. Bog 1529 NOV M-j Nokomis, FL 34274 SCOPE: _ _ This NOA is being issued under the appix able rules and ^ governing the use of construction materials. The doctmoentation submitted has been reviewed by 1Vliauu- Dade County Product Control Division and a ccepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having 1wisdiction (AM). Thu NOA shall not be valid after the expiration date stated below. The W —Dade County Product , Control Division On Mlana Dade County) and/or the AM (in antis other than Mundt Dade Ctwauy) reserve the right to have this Product or material tested for quality assurance purposes. If this product ox material fails to perform m the accepted manner, the manufacturer will incur the expense of such tee and the AM may immediately revoke, modify, or suspend the use of such product or mawial within t1mr j on. BORA duties the right to revoke this acceptance, if It is detenmmed by Mialnr Dade County Product C.omIrd Divmon that this product or material fails to meet the requirements of the applicable building code. This product is approved as described berem, and has been designed to comply with the Florida Building Code, inching the High velocity Hurricane Zone. DESCRIPlToN i-x stn. ww&Ajusumam Tube chpped Mans APPROVAL DOCUMENT: Drawing No. 66204, titled " I" STD. Wall Mullion Arrangement Dew', sheets 1 through 5 of 5, pmpxe4 signed and sealed by Robert 1-C2a&, P.E., dated 512fim, with revision -A! on 5/3104, bearing the Miami County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: imp and Small Missile Impar=t LABELING: Each unit shalt bear a permanent label with the manufacturees name or logo, city, state and following statement: "M1amiDade County Product Control Approved ", unless otherwise noted herein. RENEWAL Of this NOA shall be cad after a renewal qokaficn has been filed and there has been no Mange in the applicable building code negatively affectmg the perfomoance 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, andfor manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other Pu Tosm shall automatically gate 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 -Dade County, Flcxida, and followed by the expiration date may be displayed in advertising literature, if any pion of the NOA its displayed, then it shall be dome in its entirety. INSPECTION: A copy of this ei tk a NOA shall be provided to the uW by the mannfac�hiier or its distrl'but+ocs and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0701AS and, cow of this page I and evidence pages B-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA M 0440525.94 Y Rspiratim Dom: Jose 25, 2906 Affroval Date jvly 09, 2004 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUMMED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6620 -1, Sheets 1 through 5 of 5, titled "1 Std Wall Mullion Arrangement Detail', prepared by manufacturer, dated 5126104, with revision ``A" on 5/03104, signed and sealed by Robert L Clark, P.E. B. TESTS - 1. Test reports on 1) Uniform Load Static Air Pr essure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x stet. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FI1,2902, dated 01/05101, signed and sealed by Antonio Acevedo, P3i. "Submitted under NOA# 00- 0912.05" 2. Test reports on 1) Uniform load Static Air Pressure Test, per FBC, TAS 202-94 2) barge Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum, windows (00 configuration) 80" x 76" mulled together with a lx 4 x std wall mullion, prepared by Felon Testing Laboratory, Inc., Test Report No. FT1-2903, dated 01/05 /01, signed and sear by Antonio Acevedo, Par. "Submi tied under NOA# 00- 11912.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Fact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0100 configuration) mulled together with a lx 2 x V4 wall vertical mullion and a 2 x 6" x Ile wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 00- 0912.05" C. CALCULATIONS 1. Fngmeering Structural & Anchor Calculations, prepared by manufacturer, dated 08/20/00, revised on 5/24/01, signed and sealed by Robert L Clark, P.E. "Submitted under NOA# "1105" Theodore Beraaw, P.E. Deputy Daedor, Prods Coalnol Division NOA No 04.OM04 Eat ion Date: Jose 28, 2001 Approval Date: J* 00, 2004 E -1 PG__. T Indies NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATS CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated March 16, 2001, signed and sealed by Robert I- Clads, P.E. "Submiffied under NOA# 00- 012.03" Statement letter of no financial interest, dated March 16, 2001, signed and sealed by Robert L. Clads, P.E. "Submits under NOA# 08- 01ZUS" 3. Laboratory compliance letter for Test Reports No. FTL -2902, FTL -2903 and FIIr2975, issued by Fenestration Testing Laboratory, Inc., dated January 30, 2001, signed and sealed by Antonio Aced, P.E. "Submit#ed under NOAd` "IZW G. OTHER I. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). Terre Berman, P.E. Deputy Director, PfS&Kt CaRof Division NOA No 04- 052&04 Kqkadm Date: June A 2006 Approved Dame: July W 2004 E -2 t -- -'I � w-- --- -- W - OR QOM AMc%NORS: PRODUCT UCT BOTH ENDS TYPE, B d ANCHORS: wm ENDS AMC L4; Twe TYPE. *all x" G" OR 0\ �NO N MI BOTH ENDS 80TH ENDS MUL1bN M2 H �D U'UCC T D PRDDUcr �, CLUNG CLAZwG t M iroN N MULLION PRODUOr PRODUCT M 1 I i OWING GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT PRODUCT W . WI +WT Wf- -- -W2 4 -WJ W. Wt +W2 H e Hl +N2 N a H1 +H2 W: Wl +W2 +W3 U) WIR0 , 1 � r (1) WINDQIJ MllL4171 M ,(2) WINDOWS gt ED N - HI, HE FOR DETERMINING MAX ALLOWABLE A ,k�[{7I�LE ABQV„ �ILTIPL£ WINDOW MULLED DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE FOR DETERMINING MAX ALLOWABLE W &NE AEiOVE ON PAGE 5 OF 5 DESIGN PRESSURE SEE TABLES DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE MAX OPENING - W OR WI +W2 ON PAGE 5 OF 5 ON PAGE 5 OF 5 DESIGN PRESSURE SEE TABLES MULL LENGTH - H MAX OPENING = H OR HI +H2 G4?) MAX OPENING = H OR H1 +H2 ON PAGE 5 OF 5 MULL LENGTH = W MULL LENGTH - W OR W 1 +W2 M3) MAX OPENING - H OR H1 +H2 M2) MAX OPENING w W OR WI +W2 MULL LENGTH = W OR W1 +W2 +W3 MULL LENGTH - Hi M4) MAX OPENING = W1 +W2 OR W2+ W3 MULL LENGTH - H1 +erbweipirw. AvMwer G4 road ® TO BE USED ONLY WITH PCT INDUSTRIES PRODUCTS e: e: Rsvhbm: Nom RK, � 3 04 — ADD NOTATION i. FOR ANCHORAGE TYPE, QUAN77TY AND LOCATION 0. 0h . P.J.P. 4128100 REFER TO SHEETS 2, 3 AND 5 8� Dseml9iNn: �1 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 7 UNITS yV ARRANGEMENT DETAIL J, MULLIONS ARE APPROVED FOR IMPACT & NON — IMPACT �� 1IRe: " STD. WALL MULLION RubertL.Clark,P.E. 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 9tMse ModN: ease: « Orowtnv No. Rev P73t139 IO70 IECHNOLODY ORaE P.O. BOX I52R s iructu ral Tal NOKOABS, a 34275 NOKOMIS, FL 3 IN TS 1 a' S 6620 -1 A • i MU LL a)j" �2" OR 4'-1 P,O.r, i+r MULLION P.G.T. Ix MULL1aN �1 1 " OR 4 ' ' iP F ON f //''i? FAH, S.dEB 3 j MIIL OPPOBDI• Svcs WOW �� LTAGfl8W ON Cur " T M OA M A �R WOOD MIN. iw N MLAL CUP M hMUI A k ATA� 0•••• F M.B. t90/J 21 '9 AGIB)' BE MDE COUNfY NDrf 1 a TAfl"ON ( APPRD Ni'D. Sff �' '. AAML PEOR B LOC K MUL NTN LJ, j• MINA '' f. • . . CONCII'A BLOG ASTE M �'} p P LION aw or ow CDU , ., . r,' NTI' FOR t' MULL �� - • --t( , APPMW Wr NOV #I UPICAL MULLION TO MULLION J MLLA17ON OF "A ". TYPICAL MULLION TD i SMU.CTURE WITH WOOD BUCK REMOVED FROM CONG. TYPE In PA•r. 1x MIALM P.ar, i s muaim i• 1-2' OR 4 "� i• t—a• OR 4 "---� r f2 P.k BAV. I / is � r.H aMa. BrA�u10 ON SDSOO - No oN MIN. MIN. = mmm o+xmr) MCC 21 (irP O ® uE I, omn'rt1 r wow � f►YP� � • 0 a Bff core t 7 Mir) /}2 WOOD SCREW (thy) ANM t�' wom o4w MAN, 4 PwiEmrm wro AIDA� M 34CBW INFO 1 MIN, WOOD W ALL R IVA mai ODR AINSr B 049C COUNS L-7 N ST NCTU ALL AWWRS MUST Of Aw COW(IY .�APPRO • r e : ! ?y .. : • px .y :y ;, .:.• APPROVED, SEfi NOTE �'! d'• •: ! i(; W . " T';', WrO, ar NOTE /r '�� TYPICAL MULLION TD STRUCTURE We (y(1 1ION TO STRUCTURE WITH WOOD BUCK TYP • B . L4UCK_AND CONC. TYPE D ". 1 %R MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5, FOR ANCHOR LOCATIONS SEE SHEET J. QU THE QUANTITY OF ANCHORS AS FROM CLIP -TO-OPENING. ® r O BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 2, REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 .: nAnn.r NorArroN BMOBMcrrs"m wn P.J.P. 1 4128100 mommo DneHPWnr QUA OF ANCHORS SHOWN ARE FOR A PICTORIAL « p A4 b l LGl6� CLIP & INSTALLATION DETAIL REPRESENTATION ONLY, FOR CORRECT QUANTITY OF explr O�Ae i ANCHORS PLEASE REFER TO CHARTS AND FIND THE s I" STD. WALL MULLION CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR Bert L.. Cbrk, P.E. SPECIFIC APPLICATION, ua �"'� TD7D TECHNOLOG nWAE P . O . BOX )878 .O. fr M. r. Sea . ..e: ppgM PE #39711 Oro wrnp Ne. R.v SrrNCttttel MOKOMIS, a 34873 NOKOABS, FL 34274 Mutts NI T S 2 °r 5 6620 A i I i I I 8 (TYP) 8 (TYP) 4 2 14 Ix Sro, WALL MULLS MAT'L: 6063 -T6 ® TO BE USED QOZ WITH PGT INDUSTRIES PRODUCTS /� F.K. s 3 D4 -ADO NOTAitDN 1'RODUCt N�v11�p J° ' Cude m '� j P.J.P. �128100 10 P ROFILES ° � G NOT Robert L.Oark,P.E. 1 1" STD. WALL MULLION 1. REFERENCE TEST REPORT FTL -2902, 2903 ANO 2975 PENM12 +070 TECHNOL MVE P .O. aox I "''"� - Structural M WOARS. a J427 NOxo�s, � J4 zr4 Mulls NTS 4 5 6620 4 A 1x2x.125 OPENING WIDTH IN INCHES _ 2 Anchors 50 60 70 80 1 Sb 100 140 120: 130 160 - 42 129 115 107 104 103 103 103 103 103 103 l 48 83 73 67 63 61 61 61 61_ _ Vertical Mull 50,625, 70 81 58 " 52 -- 50 49 49 49 49 49 54 57 49 44 41 39 38 38 38 38 38 80 41 35 31 29 27 28 25 25 25 25 Mull 30 27 24 23 22 21 20 20 20 Length 66 30 28 23 .. 21 19 18 18 17 17 17� 23 20 17 18 - - T6 20 17 15 �Openh 78 18 15 WWidth Horizontal Mull 111. Opening 144 1x4x.125 v OPENING WIDTH IN INCHES wt th Anghors SA 60 70 SA 1 90 100 1 110 120 ; 130 160 170 170 170 170 170 170 1 170 170 1 170 170 4$ 170 170 170 170 170 170 170 170 170 170 Multiple Mulled Units SQ, 170 170 __170 170 170 170 170 170 170 170 54 170 _. 170 170 170 182 158 157 157 157 157 1 601 170 170 157 143 134 127 124 122 122 122 Mull 170 180 141 128 119 112 108 108 106 106 Length Sa V 170 145 127 115 108 100 96 93 92 92 72 142 120 105 95 87 W 77 74 72 71 120 102 90 81 74 69 65 63 61 59 111 94 83 74 88 63 60 57 55 53 $4 88 75_ 65 59 53 49 48 44 42 4Q Opening Q 72 80 53 47 43 39 37 35 33 1 31 Width I gill 59 50 43 38 35 32 30 28 27 2 4 1081 41 38 30 27 2 22 20 19 18 " : 16 nwr�r 38 32 2g 24 22 20 _ 19 17 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS F.K, + r5/ 't A NOTATION NO amw f. MAXIMUM ALLOWABLE PRESSURE IN PSF, �"(, P.J.P. °` �4 28100 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, J PRES CHARTS CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET" 1, l � M CI R I Clerk,EH. 1 " STD. WALL MULLION 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 PE #3971 }OHO rE owtve P.O. Box 1528 °°" N ° ""` °0 "° Swxmral NOKOMIS, FC J4275 NOKOMI$ n. J4 2 74 A�Vi ZS NTS 5 •f 5 6620 A i II M l A M MIAMI -DADE COUNTY, FLORIDA Ni METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE ) 140 WEST FLAGLER STREET, SUITE 1603 W y PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2961 FAX (305) 375 -2908 NO'T'ICE OF ACCEPTANCE PGT hWustries a P.O. 1101 1529 NOV 075 Nokomis, FL 34274 SCOPE: This NOA is being issued ender 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 mcur the expense of such testing and the AHJ may inwiediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 130RA 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 requirernents of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -101 Oatswing Akmiaum French Doors- Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door X, )x% sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13101, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT HATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "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 cone 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 endue of any Product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cwnply with any section of this NOA shall be cause for ternimaticn and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be Provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 041704 and, consists of this page i as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02-0701.12 ©� Expiration Date. November 22,2M Approval Date: July 12, 2002 Page 1 In Aff M 1 A M I�DADE MIAMI -DADE COUNTY, FLORIDA 0 METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFF1 C 140 WEST FLAGLER STREET, SUITE 1503 PRODUCT CONTROL DIVISION d MIAMI, FLORIDA 33134 -1563 (305) 375 -2901 FAX (305) 375 -29M NOTICE OF ACCEPTANCE OA PGT Industries REMO P.O. Box 1529 Nokomis, FL 34274 0 8 ?B05 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 AEU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the high Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series " SH -70i" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 219/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product. Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's. name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein_ RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02-0702.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0514.01 ° Expiration Date: November 01, 2006 • t 3 Approval Date: November 0 6 , 2003 age 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9198 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 03036, dated 3/14/03, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 01- 0629.08 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1889, dated January 14, 1998, signed and sealed by Gilbert Diamond, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1852, dated December 29, 1997, signed and sealed by Gilbert Diamond, P.E. Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, dated 5/9/03, prepared, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. Dupont DeNemours for "Dupont Butacite" dated 11121/02, expiring on 12/11/05. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia for "Saflex W', dated 5/22/03, expiring on 12111/05. E. QUALITY ASSURANCE I . Miami -Dade County Building Code Compliance Office. F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL- 03036, issued by Fenestration Testing Laboratory, Inc., dated 4/1103, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Notice of Acceptance No_ 02- 0702.04, issued to PGT Industries Corp., Aluminum Single Hung Window, approved on 07115102 and expiring on l l /1/06. 2. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-0514. Expiration Date: November 01, 2006 Approval Date: November 06, 2003 E -2 NOTES: LARGE MISSILE WINDOWS CONFIGURATIONS OPTIONS NOA DRAWING TABLE OF CONTENTS 1. GLAZING OPTIONS: SHEET A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" # } ,� NOTES .......... .............................. 1 ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED x o x x o x x O x GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. - - - - GLAZING DETAILS ........................ 2 B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 118' UNEQUAL LITES ELEVATIONS ........................ S ...... 3-4 HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF a M� o DESIGN PRESSURE TABLES....... 5-8 SECTIONS ....... ............................... 9 I' SOLUTIA OR DUPONT PVB. UNEQUAL LITES CORNER CONSTRUCTION........... 10 C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" EXTRUSION PROFILES ................ 10-11 ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED a o x 0 x PARTS UST... "" " " " " "" "' ... 11 GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" UNEQUAL LITE ANCHORAGE .. ............................... 12 HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA • OR DUPONT INNER LAYER. • • • • • • 2. CONFIGURATIONS: X, XX, XO, OX, XOX, O • 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: • • • • •" ....;. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). .... .... . . B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE ' .... .... ..... MIAMI -DADE COUNTY). ' ...... ... . ..... C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. • .. .. .. ...... D. FOR "X" CONFIGURATIONS SEE SHEET 4. . • • • • • 4. • E. F - SHEET • . . .... ...... F. FOR a 21 4 "XOX" & "O" CONFIGURATIONS SEE SHEET 5. G. FOR 3 3 3 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. • H. FOR UNEQUAL LITE "XOX, 'XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL ^;S: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4"& 7" ON EACH SIDE OF MEETING RAILS MAX. 14 112" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY PRODU REVISED JAMBS: MAX. 4' FROM CORNERS BuiamgfodewFES the M7orios MAX. 13" SPACING 'c"`pfta (2) ANCHORS 3" APART AT MID -SPAN E Date - 08 NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN Mimi erad.d PRESSURES IF USING 3116" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 AND FTL -3729 k. 7.1(ok)> F. v I., A REVISEAMCHORAGE NOTE 4 [-A A : LUMINUM OTES AND TABLE OF CONTENTS • �: �­ 1070 TECHNOLOGY DRIVE F.K 3!25/03 B ADD 13/16' I.G. & MOVE GLAZ#4G DETAILS TO SHEET 2 WWOMIS, FL 34275 Pftvd K CASEMENT WINDOW, IMPACT C NO CHANGE THIS SHEET P.O. BOX 1529 Lucas A. Tumor, P.E. gym": sd.: sn.� ogdgm ne.: qe„y, By. p"y. �q,�y per NO�(OAt1S, F134274 Visibly Better PE #582.E71 F.K. 12117102 CA-740 NTS 1 d 12 7045 -8 C .090 SOLUTIA OR DUPONT PVB INNER LAYER 118" ANNEALED GLASS - 1� 1/8" HEAT STRENGTHENED GLASS 43 46 30 31 65" NOM. 13/16" 86 40 GLASS BITE 5/16" LAMINATED COMPONENT 44 3/8" AIR SPACE 118" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 118" HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS 43 46 5 5/16" LAMINATED 65" NOM. : " "' ...... GLAZING DETAIL 85 GLASS BITE ' .. ...... . ...... .090 SOLUTIA 44 • • • .... .... . . OR DUPONT PVB • .... .... ..... INNER LAYER 00.09• ••• 0 . 00 • 3/16 "ANNEALED OR •• 0• •• 0 HEAT STRENGTHENED GLASS C .. T 3 HEAT �---- REN GTHENED ` . . .... •e•••• 32 33 43 GLASS 5 13/16" I.G. GLAZING DETAIL 41 .65" NOM. GLASS BITE 44 PRODUCT RMSED as complying with the Fbrida Un'sding Code . 4z Acceplsacc Na E irstion Date 5 7/16" LAMINATED 46 Proied Cnotid GLAZING DETAIL Rftsd By pVXe F.K 325✓o3 s r:Enwnwciazruc nFrsucs a ADD 13116* I.G. GLAZING DETAILS �*: : 1070 TECHNOLOGY CNt /VE F.K 7/10W C NO CHANGE THIS SHEET MOKOMS, FL 34275 To. R.W Sy Daft, r d ALUMINUM CASEMENT WINDOW, IMPACT P.O. BOX f529 Lucas A. Tumor, P.E. SorinMOeeC sine: 9lwet WaweeO Ab. ser Dram ay: chxMeea . pees: NOKOMIS, FL 34274 Visibly Better P£ #58201 F.K. (33/25103 CA -745 NT$ 2 d 12 7045 -8 C MawaMcal ® DENOTES HINGE 74" MAX. WIDTH ANCHOR LOCATION AT HEAD & 30" MAX. LOCATION SILL OF "X" PANELS, DAYLIGHT ANCHOR n , P TYPICAL. SEE HINGE OPENING 1 1/2" LOCATION DETAIL SHT. 4 CENTERLINE SEE MID -SPAN ANCHOR DETAIL i i " TYP, (2) 56 MAX. 7" 7 %' DAYLIGHT 3" 4" MAX / " \ X OPENING " 4" MAX. 13 MAX. O.C. 63 MAX. MID -SPAN ANCHOR DETAIL SEE MJIETING HEIGHT (SEE SHT. 1 NOTE 4) MEETING RAIL DETAIL RAIL IJETAIL (SEE SHT. 1 NOTE 4) i TYP. (2) • 0000.. 0990 4" MAX. • 0000.. SEE MID -SPAN 4" MAX. 141 "MAX. •••••• �••••� /2 O.C. TYP. 0000 0000 . . ANCHOR DETAIL 0 0 TYP. (2) ELEVATION "B" - 63" HIGH W" • • • • 0000 9.9 •' ANCHOR 134" MAX. WIDTH (SEE SHEET 5 FOR PRESSURES) 60 000 0 " • • .. .. .. 99999• LOCATIONS 30" MAX. 53" MAX. 30" MAX. (SEE SHEET 1, DAYLIGHT DAYLIGHT DAYLIGHT ® NOTE: "X" PANEL MAY SWING • • • • 00000 NOTE 4) OPENING OPENING OPENING IN EITHER DIRECTION 0 • • • • • SEE MID -SPAN ANCHOR DETAIL � j TYP. (2) 56" MAX. PRODUCT REVISED DAYLIGHT as complying with the Fluids OPENING Buiding Cole Acceptsoee No - 0 II. Q 13" MAX. O.C. X X E ties ante j 63" MAX. hiism' ProdoctCowlM 11 HEIGHT D;Y 4" MAX. ' 4" MAX. 13" MAX. O.C. - I ---- -! \ — / -- --�-14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 37" MAX. I VENT TY P. - --4� go MAX. FIXED � SEE MEETING RAIL DETAIL TYP. (4) �t ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) evi 311 A REVISE ANCHORAGE "W � "XQX"ELEVATIONS �" �� � 1070 TECHNOLOGYDR/VE F.K. 32 B CHANGE SHEET NO. REFERENCES NOKOMIS, FL 34275 Ixr. n'r` Rftlom — IMPACT F.K 7110W ADD HINGE LOCATION DEtAILS P.O. BOX 1529 ALUMINUM CASEMENT WINDOW, Lucas A Tumar, P.E. Dm — sr: Ilan: CJ tea: MOKOMIS, FL 34274 Visibly Better �1' _ D-ft " R° " PE #58201 F.K. 12/17/02 C4 -740 NTS 3 a 12 7045 - C nlea�anu 32" MAX. WIDTH ® DENOTES HINGE 37" MAX. WIDTH 60" MAX. WIDTH 25" MA . LOCATION AT HEAD & 30" MAX. 53" MAX. DAYLIGHT SILL OF "X" PANELS, - DAYLIGHT - DAYLIGHT OPENING OPENING TYPICAL. SEE HINGE OPENING DETAIL SHT, 4 SEE SEE SEE MID -SPAN MID -SPAN i ANCHOR 56" MAX. ANCHOR li 56 MAX. ANCHOR DETAIL DETAIL DAYLIGHT DETAIL SHT. 3 56" MAX. SHT. 3 OPENING DAYLIGH 65" MAX. TYP. 4 SHT. 3 DAYLIGHT TYP. (2) 'OPENING TYP. ( 4) TS .3 OPENING II 63" MAX. 63" MAX. " " / \ X 72" MAX. 13" HEIGHT MAX. O HEIGHT 13 �_ HEIGHT MAX. I X O.C. . MAX. O.C. — ...... O.C. � \ ...... 4" MAX. 4" MAX. •..' • • � f 1 --- -- 1 -13 MAX. O.C. ...... 4" MAX - MAX MAX 14 1 /2 . O.C. I 4" MAX. —•-I F--- " 4" MAX. 1-- • • • • • • .... .... . . - 14 1/2" ELE VATION "D" - 63" HIGH "X" ELEVATION "E" - 63" HIGH "O" a ' ....' .. • 4 " MAX. MAX, O.C. (SEE SHEET 6 FOR PRESSURES • • • • • • • • • • • • • • ELEVATION "C"- 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) ) as •• .. ...... (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH ® NOTE: "X" PANEL MAY SWING •' •' so ** : * NOTE: 72" HEIGHT DAYLIGHT 30" MAX' 53" MAX. IN EITHER DIRECTION • • • • • • ' ...... AVAILABLE WITH DAYLIGHT OPENING • • 0 • • • • • SINGLE VENT ® OPENING 11� • • • • CONFIGURATION ONLY SEE SEE MID -SPAN MID -SPAN / ANCHOR DETAIL 25 ANCHOR j l SHT. 3 TYP. (2) DETAIL 56" MAX. PRODUCT REVISED SHT. 3 , " DAYLIGHT as complying w91k tie Fbdda TYP. (2) Seiding Cade OPENING A cceyelnnre No 2 X O E,►: Dace 63" MAX. HINGE LOCATED APPROX. 13' SEE MEETING His= aaeProdrefCN" FLUSH AGAINST JAM, MAX. HEIGHT RAIL DETAIL SHT. 3 D ` TYPICAL HEAD & SILL O.C. TYP. (2) HINGE LOCATION DETAIL ® 4" MAX L � i- •- -'-( -13" MAX. O.C. 14 1!2" MAX. O.C. VENT 4" MAX. HEAD & SILL ONLY 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) 7/to /G j Rome 6Y Dow Rftft r : FK 3/17)V3 A REVISEANCHORAGE "pw4Pe" "O" WO" & "OX" ELEVATIONS R.""r ReWel"": 1070 TECHNOLOG DRIVE , F.K 3 /03 B CHANGE SHEET NO. REFERENCES NOK01"S, FL 34275 Roe: ALUMINUM CASEMENT WINDOW, IMPACT F.K r 7/10/03 C ADD HINGE DETAIL 8 HINGE LOCATION NOTES P.O. BOX 1528 Lucas A. Tumor, P.E peen BY care: cheese l pars; NOKOWS, FL 34274 Visibly Better SeeeNibder: �` �"° " ' PE /58201 F.K. 12117102 F.K. CA NTS 4 w 12 7045 -8 C Machanicai COMPARATIVE ANALYSIS TABLE 1. D "X" WINDOWS TEST REPORTS: FTL -3582 FTL -3587 FTL -3729 GLAZING O PTIONS: A. 5/16" (1/8"A,.090,1/8 "HS) B. /16" LAMI 1 ,.090,1/8 "H) E. 13/ LAMI 1/8" ,3/8" A E,51 LAMI-W/ 118' 09011 "H HEIG 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 1 63.000 66.000 69.000 72.000 WIDTH NEG I POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEG POS NEGIPOS NEG POS NEG POS 19.125 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 24.000 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 BE -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.Q -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26.500 A -90.0170.0 -90.0 70.01-90.0 70.01-90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.01-72.4 70.0 -69.9 69.9 -67.8167.8 - 66.2 66.2 -65.0 65.0 -63.7 63.7 B E -90.0170.0 -90.0 70.01-90.0 70.01-90-0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30.000 A -90.0 70.0 -90.0 70.01-90.0 70.0 70.0 -77.6 70.0 -68.4 68.4 - 63.9 63.9 - 60.0 60.0 - 58.5 58.5 - 56.2 56.2 -53.4 53.4 -51_3 51.3 -49.8 49.8 -48.3 48.3 E B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32.000 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8161.8 -58.9 58.91-56.1 56.1 -53.8 53.81-50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9143.9 -42.2 42.2 B E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 1 70.01-90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0,70-0 70.0 -65.5 65.5 -57.5 -54.9 54.9 -51.8151.8 -48.6 48.6 f -45.2 45.21-42.4'42.4 8 E -75.0170.0 -76.0170.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 9999 .. 6 • -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 .. 0 B E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.Q -75.0 70.01-75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 9999.. 0 9999. • 37.000 A -75.0 70.0 -75.0 70.0 -73.7 70.01-67.9167.91 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 00 6 [ .: - :FE -75.0 70.01-75.0 70.01-75.0 70.0 -75. D 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 6.6 • • • • • • TABLE 2. BASED ON 114" TAPCONS OR #14 SCREWS "X" WINDOWS TEST REPORTS: FTL -3580 FTL -3587 "" ' • • GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH -90.0 70.0 00 0 • 6 0 9 e 0 9660 • • . • COMPARATIVE ANALYSIS TABLE 3. BASED ON 1/4" TAPCONS OR #14 SCREWS TEST REPORTS: FTL -3582 0 • • • • • • 60:0 I PT! N: A. /1 (1/8 "A,.090,1 S) ' 9999 . 9999.. HEIMTr- 26.000 31.000 1 36.000 1 38.375 43.000 48.000 1 50.625 54.000 57.000 1 60.000 1 63.000 • • • WIDTH NEG I POS NEG POS NEG POS NEG POS NEG POS NEG'POS NEG POS NEG POS NEG POS NEG S NEG POS 37.000 A -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 43.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 A -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.01-75.0170.0 -75.0170.0 -75.0170.0 -75.0170.01-72.1 70.0 -69.5 69.5 -67.5167.5 57.000 A -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.01-75.0170.0 -74.4170,0 -69.6169.6 -65.2 65.2 -63.0 63.0 -60.8 60.81-58.01 PRODUCT REVISED as complying with the FkwWs 60.000 A -75.0170.01-75.0 70.0 -75.0 70.0 -75.0 70.01-75-0170.0 -68.4168.4 -63.9 63.9 - 60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 Beading Code 64.000 A -75.0170.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 x x E Ateep pt aceNNo Q , Z -O 68.000 A -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -65.51 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 Da 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4160.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 By M19a Da a 74.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 - 59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 Product C Dir TABLE 4. BASED ON 1/4" TAPCONS OR #14 SCREWS ) "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTION: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1/8 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH -75.0 70.0 TABLE 5. BASED ON 1/4" TAPCONS OR #14 SCREWS "XX" WINDOWS TEST REPORT: FTL -3580 NOTE: IF USING 3/16" TAPCONS OR GLAZING OPTION: C. 7/16' LAMI (3/16 "A,.090,3 /16 "HS) #12 SCREWS DESIGN PRESSURE ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH -90.0 70.0 1 FOR "XX" WINDOWS IS LIMITED TO 46.7 P.S.F - ,y raewrar Dow F.K. 317103 A REVISE TAetES i AND 3, GLASS TYPE A � 1070 TECHNOLOGYDRIVE Rsia° � � PRESSURES- X & XX CONFIG. WINDOWS � �� F.K. "Sw B ADD GLASS TYPE E TO TABLES 1 & 4 NOKOWS, FL 34275 r"" ftWW °"°` R tob ALUMINUM CASEMENT WINDOW, IMPACT F.K. 7/10/03 C NO CHANGE THIS SHEET P.O. BOX 15?9 sheet Lucas A. Tumor, P.E. Wsvm sy: [a"ae: ome: N'OKOAI/S, FL 34274 Visibly .Sewer °i "'' 9 "°' p '" PE #58201 F.K. 12/17102 s CA -740 NTS 5 ' 12 1 7045 -8 C ,3rAk'. I COMPARATIVE ANALYSIS TABLE 6. BASED ON 1/4" TAPCONS OR #14 SCREWS "1/4-172-114 TEST REPORTS: FTL -3582 G G OPTION . 5/16" I.AMI (1/8'A,. ! ) B. 5/16 1 ( " ,.090,1 S) C. 7/1 " LAMI (3/16 /16 "H) FTL -3582 E. 13/16" LAMI 1 /8"HS 3/8" SPACE 5/16" LAMI -W/ 1/8 "HS .090 118 "HS FTL -3729 1 1 1 HEIGHT 4 2 4 "O" "XOX" 26.000 1 31.000 36.000 38.375 43.000 1 48.000 50.625 1 54.000 1 57.000 60.000 63.000 X O X WIDTH WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS - - - A -75.0:70.0 -75.0 70.0 -75.0 70.0 -70.4170.0 -60.4 60.4 - 54.3 54.3:-51.1 51.11-47.9 47.9 - 44.8 44.8 -42.2 422 -39.7 39.7 36.000 72.000 BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -75.0 70.0 70.0 -73.7 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38. 37.000 74.000 BE -75.0 70.01-75.0 70.0 -75.0'70.0 -75.0 70.0 -75.0170.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1162.1 - 55.7 55.7 -49.8 49.8 - 46.9 46.91-43.6 43.6 -41.1 41.1 - 38.6 38.6 - 36.5 36.5 NOTE: IF USING 3/16" 39.500 79.000 B E -75.0 70.0 -75.0 70.0 -75.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TAPCONS OR #12 SCREWS C -90.0 70.0 -90.070.0 -90.0 70.0 -90-0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 DESIGN PRESSURE FOR "O" A -75.0 70.0 -62.4 62.4 - 58.4 58.4 - 63.3 63.3 - 56.4 56.4 -53.4 53.4 - 50.0 50.0 - 46.9 46.9 - 44.3 44.3 -41.9 41.9 WINDOWS IS LIMITED TO 42.000 84.000 BE -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0.70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 52.1 P.S.F. • • • C -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 DESIGN PRESSURE FOR • • • • • • A -75.0 70.0 -70.3 70.0 -58.0 58.0 - 54.6 54.6 -59.3 59.3 -53.6 53.6 - 50.9 50.9 -47.5 47.5 - 44.7 44.7 42.1 42.1 - 39.7 39.7 "XOX' WINDOWS IS .. • • 45.000 90.000 =BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 LIMITED TO 41.3 P.S.F. 006.60 : ••••0 ••••e& C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 - 69.2 69.2 • • • * • • • 0000.. A -75.0 70.0 -65.0 65.0 - 54.3 54.3 -51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 142.5 42.5 - 40.4 40.4 - 38.4 38.4 • • • • • • • • • 48.000 96.000 B -7 E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 5.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 . 000* . . • 6 • • • • • : • • • C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 -80.9.70.0 -75.0 70.0 -70.7 70.0 - 67.3 67.3 64.1 00 • • • • • • • • • A -75.0 70.0 - 60.8 60.8 -51.3 51.3 -48.3 -52.7 52.7 -48.7 48.7 - 46.9 46.9 - 43.5 43.5 -41.3 41.3 -39.2 39.2 -37.1 37.1 • • • • • • 0 • • • • • • 50.500 101.D00 B E 1 -75.0 70.0 70.0 -75.0,70.0 -75.0,70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74,3 70.0 • • • • • • • • C 1-90.0!70-01-90.0170.0 -90.0 70.0 -90.0170.0. -90.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 1 70.0 -66.8 166.8 -63.5 163.5 -60.5 60.5 • • • • • • • • • • A -75.0 70.0 -58.7158.7 -48.7 48.7 -45.4 45.4 - 50.0 50.0 - 46.1 46.1 - 44.2 44,2 -42.2142.2 - 40.1 40.1 -38.0 38.0 - 36.2 36.2 • 0000 • • 53.125 106.375 BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 • • 0 0 • • • • • C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 70.0 - 66.5 66.5 - 63.0 63.0 - 60.0 60.0 - 57.3 57.3 • • • A -75.0 70.0 -58.2 58.2 -47.9.47.9 - 44.5 44.5 49.1 49.1 -45.3 45.3 -43.4 43.4 41.9 41.9 - 39.8 39.8 -37.6 37.6 - 35.9 35.9 54.000 i(X3.000 B E -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 1 -75.0 70.0 -71.8 70.0 C -90.0 70.0 1 -90.0 70.0 -90.0'70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 70.0 65.4 -61.8 61.81-59.1 59.1 - 56.4 56.4 A -75.0 70.0 -57.1 57.1 -46.4 46.4 -43.3 43.3 47.5 47.5 -43.9 43.9 -42.2 42.2 -40.8 40.8 -39.1 39.1 -37.2 37.2 -357 35.4 55.500 111.000 B E -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 1 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.01-72.5 70.0 - 68.4 68.4 -63.6 63.6 - 60.1 60.1 -57.5 57.51-54.81 54.8 PRODUCT REVISED A -75.0 70.0 - 56.2 56.2 - 44.8 44.8 42.1 42.1 -46.2 46.2 -42.5 42.5 -41.2 41.2 - 39.8 39.8 - 38.5 38.5 - 36.7 36.7 - 34.8 34.8 w complying with the Fioida B4 -tog Cods 57.000 114. BE -75.0 70.0 -75.0,70.0 -75.0 70.0 -75.0.70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -73.3 70.0 - 69.6 69.6 Acccpia ace N o C -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 - 66.7 66.7 -61.8 61.8 -58.7158.7 -55.9 55.9 - 53.2 53.2 L'. iraiion m A -74.2 70.0 -55.0 55.0:-43.4 43.4 - 40.9 40.9 - 44.8 44.8 -41.3141.3 40.2 - 38.7 38.7 -37.6 37.6 -36.1 36.1 - 34.2 34.2 R , row 58.500 117.0 B E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 -68.4 68.4 ltiia a hwud C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0169.01-64.9 64.9 !-75 0.4 60.4 - 57.3 57.3 - 54.5 54.5 -51.6 51.6 D "' A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 - 43:5 43.5 -40.4 40.4 - 39.2 39.2 7.6 37.6 - 36.7 36.7 - 35.5 35.5 -33.7 33.7 60.000 120.000 BE -75.0 70.0 -75.0 70-01-75.0170.01-75.0 70.0 -75.0 70.0 -75.0170.01-75.0 70.0 .0 70.0 -73.3 70.0 -71.0 70A -67.4 67.4 C -90.0 70.01-90.0170.01-90.0170.01-90.0170.0 -77.1 70.0 -67.3 67.3 - 63.3 63.3 9.1 59.1 - 55.9 55.9 -53.0 53.0 - 50.0 50.0 TABLE 7. BASED ON 1/4" TAPCONS OR #14 SCREWS 'U'& "1/4 -1/2 -114 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16"HS,.090,3/16 "HS) 00" ALL "O" SIZES UP TO 60.000" WIDE x 63.0 HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH -90.0 70.0 Rand By: Omfa: RMekr": p- 7 / /o /a ,3 F.K V 17103 A REVISE TALE "d ' : 1070 TECFNJi)LOGY!'N2 /YE S, GLASS TYPESA & C � PRESSURES O 8 914 -912- 914 XOX CONF/G. WINDOWS � F.K 3/ SW 8 ADD GLASS TYPE E TO TABLE 6 NOKOMIS, FL 34275 70 e ALUMINUM CASEMENT WINDOW, IMPACT F.K 7110103 C NO CHANGE MIS SHEET P.O. BOX 1529 � Lucas A. Tumer, P.E. Oia•n sr• 0"N: 06e: NOICOM/S, Ft 34274 Visibly Better "' stl"' 9irec °i"°iQd1` a.r PE 1158201 F.K. 12/17{02 cA -740 NTS 6 12 74}45 -8 C Mechanical' COMPARATIVE ANALYSIS TABLE 8. BASED ON 1/4" TAPCONS OR #14 SCREWS "X R "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING PTIO : A. 5116" LAMI 1/8 "A,.090,118"HS 7 7 1 HEIGHT 3 3 3 70" "XOX" 26.000 31.000 36.000 38.375 43.000 1 48.000 50.625 54.000 1 57.000 60.000 63.000 WIDTH WIDTH G NEG POS NEG PO NEG POS NEG POS NE NEG - !POS NEG POS NEG POS NEG POS NEG POS X 0 X 37 .000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - - 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 1 -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-72.1 70.01-69.5 69.5 -67.5 67.5 X O 56 .000 84.000 A -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.01-67.7 67.71-64.9 64.9 1-62.7162.7 -60.4160.4 60.000 90.000 A -75.0 70.01-75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 - 68.4 68.4 -63.9 63.91-60.0 60.01-58.5 58.5 - 56.2 56.2 - 53.4 53,4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 - 56.1 56.1 -53.8 53.8 -50.4 50A -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 66.4 66.4 - 58.2 58.2 -55.6 55.6 -52.6 52.6 -4 9A 49.4 -45.9 45.9 -43.1 43.1 0 70.917 106.375 A -75.0 70.0 -15.0 70,0 -75.0 70.0 -71.8 70.0 -61.8 61.8 - 55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 40.3 40.3 O X • • • • • 0000.. 72.000 108.000 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -70A 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 ..' : • . • � 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.01-67.9167.9 -59.0 59.0 -52.8 52.8 119.9 49.9 -46.4 46.4 X3.5 43.5 -41.1 41.1 -38,6 38.6 • .. • • 00 : • • • • • • • • • • 0000.. . • • 0000•• 0000 0000 . • TABLE 9. BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 • 0000 • • • • • • 00000 GLAZING OPTIONS: B. 5/16" LAMI (1B "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) • • • • • • 000 • 60:00 ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE X 63.000" HIGH AND ALL "1/3- 113 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH -75.0 70.0 • • • • • • • • 00 0 ; 0 0000•. • • • 0 0000 00000• TABLE 10. BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 : 0 0 0000 .000000 GLAZING OPTION: C. 7116" LAMI (3/16 "A,.090,3 /16 "HS) so ' : ALL 70" OR "OX" SIZES UP TO 74.009 'WIDE x 63.000" HIGH AND ALL "1/3 -1/3 -113 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1-90.0170.0 00 • NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODU REVISED as complying ndtb the Florida Buidim Code Aceep,"ct Ne 'rutice Date sy 1►3um ode ProdaetCoti Div' F.K. 3/ R A REVISE TABLE $, GLAS TYPE PRESSURES- XO OX, & 1/3 -113 -11'3 XOX WINDOW vsd � "vkior.: 107DTECNNOLOQYORIYE , F K 3 B ADD GLASS TYPE E TO TABLE 9 NOKOMIS, FL 34275 T t" 7 ° 11 F.K. UMINUM CASEMENT WINDOW, IMPACT K. /1AK13 C NO CHANGE THIS SHEET P.O. BOX 1528 Luca �A T�u� P.E. NOKOMIS, F ey. Clskr: 3;M; ome; L 34274 Visibly Better S~bbd c �`'� suet D-t v� A"'' F.K. 12/97!02 CA 740 NTS 7 a 92 7045 -8 C n�rnan;r� COMPARATIVE ANALYSIS TABLE 11. BA ON 1/4" TAPCONS OR #14 SCREWS "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 G LAZING OPTIONS: A. 5/16' l (1/ 'A,.090,1/ S) B. 5/16" 1 1 'H ,. ,1/8' . 7/16" (3/16"A,.090,3 16' S) FTL -3582 X O X E. 13/16" LAMI 1 /8 "HS 3/8" SPACE 5/16" LAMI -W/ 1/8 "HS .090 118 "HS FTL -3729 - - - HEIGHT "XOX" VENT FIXED 26.000 i 36.000 38.375 43.000 1 48.000 1 50.625 1 54.000 57.000 60.000 63.000 UNEQUAL LITES WIDTH WIDTH WIDTH NEG I POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NE POS NEG PUS A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 - 60.6 60.6 -58.1 58.1 - 56.1 56.1 -53.3 53.3 -50.5 50.5 69.264 19.125 31.014 _ BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 X O A -75.0 70.0 69.1 -63.4 163.4 -5E.5 156.5 1 - 50.4 50.4 1 -47.5 47.5 1 - 44.1 44.1 -41.6 41.6 -39.2 39.21-36.9 36.9 86.919 24.000 38.919 B E 11-75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C 1-90.0170.0 -90.0 75 -90.0 70.0 -9C.0 70.01-90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 UNEQUAL LITES A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 - 55.2 55.2 -52.6 52.6 -49.1 49.1 - 46.2 46.2 -43.6 43.6 41.1 41.1 95.973 26.500 42.973 _ BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -87.0170.0 -81.9170.0 -77.2 70.0 -73.1 70.0 O X A -75.0 70.0 -53.5 53.5 -50.4.50.4 -54.5.54.5 - 50.7 50.7 - 48.2 48.2 -44.9144.9 -42.0142.0 -40.1 40.1 - 38.0 38.0 - - : • • • : • 108.649 30.000 48.649 B E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 • C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 -66.3 66.3 -63.1 63.1 UNEQUAL LITES ...... ; : 00696 ....:. A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 38.6 - 36.6 36.6 � � • � • 115.892 32.000 51.892 BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.,0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -73,2170.0 � � • • � • � � ; • • •' C -90.0170.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 - 64.8 64.8 -61.4 61.4 - 58.8 58.8 • .... .... ..... A -75.0 70.0 -47.3 47.3 -44.0144.0 -4e.4148.41-44.7 44.71-42.8 42.81-41.4 41.4 -39.5 39.5 -37.5 37.5 - 35.7 35.7 • • • .. ; • • 122.000 33.687 54.627 B E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 •0 0 • Soso C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0161.0 -58.4 58.4 -55.7 55.7 : 00 : 0 : A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 . . .... ...... 123.135 34.000 55.135 - ' d- , 7E- -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6170.0 -71.0170.0 71.0 70.0 C 1-90.0170.0 -90.0 70.0 -90.0 170.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 - 64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2155.21 ' ..' • ... • A 1-76-0170.0 -45.5145.6 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 -38.7 38.7 -36.9 36.9 -35.0135.01 ' 126.000 34.791 56.418 B E 1-75.0170.0 -75.0170.0 -75.0 70.0 -75.0 70.01-75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C 1-90.0170.0 -90.0 70.0 -90.0 70.0 -82.8 70.01-71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2159.2 -56.5 56.5 -53.8 53.8 A -74.4 70.0 -43.6 43.6 41.2 41.2 -45.1 45.1 41.5 41.5 - 40.4 40.4 - 38.9 38.9 -37.7 37.7 -36.2 36.2 - 34.3 34.3 130.000 35.896 58.209 BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 170.0 -68.6 68.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 A -74.3 70.0 -43.5 143.5 -41.0 41.0 - 45.0 45.0 -41.4 41.4 40.3 40.3 1 - 38.8 38.8 -37.6 37.6 -36.1 36.1 - 34.3 34.3 ]PRODUCT REVISED 130.378 36.000 58.378 BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 1 -75.0 70.0 -75.0 70.0 1 -75.0 70.0 -72.3 70.0 - 68.5 168.5 as complying with the Fleridri C 1 -90.0 1 70.0 -90.0 70.0 -90.0 70,0 1 -79.6 1 70.0 1 -69.1 69.1 -65.1 65.1 -60.5 60.5 -57.4 57.4 - 54.6 54.6 -51.7 51.7 Buidi'g Cote Acc r�fauce roe 2 A -72.9170.0 -42.2 42.2 -39.A39. -43.5 43,5 -40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 36.7 -35.5 35.5 -33.7 33.7 E - ratma Dare 134.000 37.000 60.000 B E -75.0 70.0 -75.0 70.0 -75.-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.fl 70.0 -67.4 67.4 Qy C -90.0 70.0 -90.0 70.0 -90.-77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 - 50.0 50.0 R1` MdePradM uN "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. BASED ON 1/4" TAPCONS OR #14 SCREWS "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3116 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND 1 -90.0 70.0 ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDT NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. �� � 1++�ar• are: a"�isiomt: p","�,,,. 7. L F.K. 3 A REVISE TABLE 11 GLASS TYPES A a C PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ey, are: P v:i-. 1070 TECHNOLOGY OR/VE F.K. 32"3 B ADD GLASS TYPE E TO TABLE 11 NOKOMIS, FL 34275 To .° "° ALUMINUM CASEMENT WINDOW, IMPACT F.K. 7/10/03 C NO CHANGE THIS SHEET P.O. BOX 1529 Lomas A Tumor, P.E. N;W y: aw": cnsrxee are NOKOM�, FL 34274 vwbfy Berces sMeaa"ma ° s"°0f D-ftft sO 1 PE #58201 F.K. 12/17X)2 CA- NT$ 8 a 12 7045 -8 C Meehanicat i 67 REFERENCE "XO" & "XOX" FRAME 87 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 83 ASSEMBLY DETAIL, SHEET 10 1 - t 1 40 41 85 40 41 ' MAX. VENT MAX. FIXED LITE DAYLIGHT DAYLIGHT OPENING ---=I 5 OPENING 5 (SEE SHT. 3) 5 I (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) so HORIZONTAL SECTION - XOX 67 REFERENCE "XX" FRAME f ASSEMBLY DETAIL, SHEET 10 1 i It ( 7 • • • • • • • • 7 MAX. VENT j 8 6 40 91 • • • 0000•• If- DAYLIGHT OPENING 80 s SEESHT. 3 s 5 ) 5 s 0 . 00 •• 0.00 ...... 43 MAX. WIDTH SEE HT. 3 • • • • • • 25 85 40 41 900• 0000 • • HORIZONTAL SECTION - XX .... ' .... ..... 12 • ' 40 41 83 0000•• •00 • 0000• •• •• •• •0.00• 85 15 10 z 0000•• 0 • • 1 1 • • •....• 0000•• • • 0000 • • • • • 0000•• MAX. DAYLIGHT • • • • • • 9 OPENING FIXED & 85 40 41 .. HEIGHT OPERABLE VENT MAX. VENT 5 DAYLIGHT OPENING (SEE SHTS. 3 & 4) 5 (SEE SHTS. 3 & 4) (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) 19 HORIZONTAL SECTION - X l 19 PRODUCT REVISED I as complying with the Florida J Doidieg Code 46 23 46 Acceptance No � 24 E 'native Date 5 g 5 Miamyvmk Ptedact Cowd DWn 17 18 VERTICAL SECTION VERTICAL SECTION FIXED UNIT OPERABLE UNIT >t«.dex: are: .: 74D/03 F.K. 317103 A NO CHG THIS SHEET 1970 TECHNOLOGY DRIVE SECTIONS F.K. 325/03 B ADD 13116'1.G. GLAZING BEAD ITEM NOKOMIS, FL 34275 rsr: tea, fg;Nwl"° ALUMINUM CASEMENT WINDOW IMPACT F. Lateen Tumor, P.E. K 7110/03 C SHOW TOP HINGE P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Herter 4fedee e '' i° ' Dr ft . "°" PE #58201 [ 77 2 - y17102 CAa4o NTS 1 9 a 12 7045 -8 C raecrar #12x1 PH TEK SMS FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 TUBE, MATV 6063 -T6 3" APART AT MID -SPAN "X" FRAME JAMB "X" FRAME JAMB 062" 2.919" NOM. n it SASH FRAME TOP OR BOTTOM RAIL L 2.784" FRAME HEAD, SILL, JAMB "XX" FRAME ASSEMBLY DETAIL � MAT'L: 6063 -T6 #8x1 QUAD PH SMS 434" DWG# 7002A #12x1 PH TEK SMS (2) PER CORNER FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS 2 8 ; " "' ...... TUBE, MAT'L: 6063 -T6 3" APART AT MID -SPAN SASH FRAME • 062" •• •••••• "X" FRAME JAMB "O" FRAME JAMB SIDE RAIL NOM. • .... .... . . 1.159" 2.139" .... .... .... • ow ... ..... (� O SASH FRAME HEAD, SILL, JAMB • MAT'L:6063 -T6 . . .... ...... DWG# 7003A • • • • ' SASH FRAME ASSEMBLY DETAIL .. ... "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL FRAME JAMB PROUilC'i' REVISED 3 544" asern"plying with ue plerkle i3uidieg Cede 062 " Acmptascc Ne NOM. iratioa Date .438" B Miis ado Predu Div ion L _ 2.784" FIXED FRAME HEAD, SILL, JAMB MAT'L:6063 —T6 DWG# 7005A� MAIN FRAME ASSEMBLY DETAIL R­d One: Rolkk— F.K. 3117103 A REVISED FRAME ASSY DETAIL SCREW SPACING o EXTRUSIONS &ASSEMBLYDETA /LS By. Dab, f070TECHNOLOGYDR/VE F.K. 3,26/03 B NO CHANGE THIS SHEET NOKOMIS, FL 34275 T"b' per # ALUMINUM CASEMENT WINDOW, IMPACT F.K. 7lt0/D3 C NO CHANGE THIS SHEET P.O. BOX 1529 Lucas A. Tumor. P.E. s«.sxoat ado: sn..t Ore�.n ey One: p.deee mm: NOKOM/S, FL 34274 l/islbly Be[crr O° "� ° " ° ' " PE S`58201 '. F.K. 12117 /O2 C4 -740 NTS 1 10 m 12 7045 -8 C wkictoanica PARTS LIST ITEM DWG # PGT. # DESCRIPTION ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 1 7002A MAIN FRAME - HEAD, SILL & JAMBS 74 7016 SINGLE LOCK KEEPER 2 1155 781PQA #8 X I QUAD PH SMS 75 70834A #8 X.750 QUAD PN SMS 3 7008 FRAME CORNER KEY 80 7005A FDMD WINDOW FRAME - HEAD, SILL & IAMBS 4 1/2"X1/2 "Xl /8" CLOSED -CELL FOAM TAPE 81 1155 781PQA #$ X 1 QUAD PN SMS 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 82 7010 FDMD FRAME CORNER KEY 6 1155 781PQA #8 X 1 QUAD PH SMS 83 7007 INSTALLATION HOLE COYER 7 7017 67017K BULB WEATHERSTRIP .187X.240 85 7047 74 6 07 GLAZING BEAD (13116" I.G.) 8 7009 SASH CORNER KEY 13/16" I.G. GLASS (118 "HS,3 18 "AIR SPACE,5 /16 "LAMij 9 7024 MAXIM MULTI -POINT LOCK 86 5116" LAMI (2 LTIES OF 1 /8 "HS GLASS WITH AN 10 7026 ILOCK SUPPORT PLATE .090 INNER LAYER - SOLUTIA OR DUPONT PVB l 1 !#10-24 X .562 PH. PN. TYPE F 12 7014 MULTI -LOCK KEEPER (R.H. & L.H.) '� .993" 289" 13 1157 78X78PPSMS #8 X.875 PH. PN. SMS .706" 14 7013 T BAR G UIDE T 15 7015 BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR •050" 865" .04 • • v 7027 MAXIM DUAL ARM OPERATOR 83 INSTALLATION HOLE COVER ...... 18 7030 OPERATOR GASKET n • • • • • • • • • 19 7031 BACKING PLATE �-- • 172 MAIL: 6063 -T6 • • • • • • 20 #8-32 X.375 PH. PN. TYPE B C4) 5/16" GLAZING BEAD DWG# 7007 21 7032 STUD BRACKET (L.H. & R.H. • L. MAT 870" �-� .050" • • • • • • i ""' • • • • i • 6063 -T6 - . •.;. • • •..... 22 7858ZA #8 X 5/8" FLT. PHL SMS DWG# 7036 � � • • • • • • • • • • 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM 24 7022 SNAP -ON HANDLE 589" .... .... ..... 25 7023 12" HINGE (HEAVY DUTY 26 710x12FP # 10 X .500 PH. PHL. 85 13/16" GLAZING BEAD ..'..' ...... 30 5/16" LAMINATED (M & 1 /8HS GLASS) 523 MAIL: 6063 -T6 • • • • • • • • • .090 INNER LAYER - SOLUTIA OR DUPONT PVB 1 DWG# 7047 • • • • • • •••• •••••• 31 5/16" LAMINATED (1 /8HS & 1/8HS GLASS) • • • • • • • • A90 INNER LAYER - SOLUTIA OR DUPONT PVB .050 .865 ' ' • """ 32 7116" LAMINATED (3/16A & 3 /16HS GLASS) ' • •' i .090 INNER LAYER - SOLUTIA OR DUPONT PVB 1.124" 33 7/16" LAMINATED (3 /16HS & 3 /16HS GLASS) 41 7/16" GLAZING BEAD .090 INNER LAYER - SOLUTIA OR DUPONT PVB MAIL 6063 -T6 40 7036 GLAZING BEAD (5 /16 ") 41 7042 GLAZING BEAD (7/16 ") DWG# 7042 125" 43 1224 6TP247 VINYL BULB WSTP (THICK) 2.701" 44 SILICONE - DOW CORNING 899 OR 995 PRODUCT REVISED 45 PARABOND as complying with the Fl•rWa 46 1634 6163K SETTING BLOCK W2" Ac d ing Corte cc�� ?Duce No 50 7006 SCREEN FRAME E uvtim Date " 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 040" 1.000 A93" Ptr 53 1635 61635K SCREEN SPLINE - SERRATED Div' 54 331 60976 CASEMENT SCREEN CLIP 423 67 CASEMENT FRAME 55 78xl2PSTW/B #8 X.500 SQ. PN. TEK SMS ASSEMBLY TUBE 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712XIPPT #12 X 1" PH. PHIL. TEK. O CASEMENT SCREEN FRAME MAIL' 6063 -T6 69 7011 LOCK SUPPORT PLATE MAIL 6063 -T6 DWG# 7004A 70 7012 LOCK SPACER DWG# 7006 �-•r 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD J FOLDING HANDLE ?Z / a.,ad"y Dak: oe""ba. FIG 3/17/03 A No ct1G THIS SHEET � PARTS UST & EXTRUSIONS "j" � � 10701EChWOtOGYDRIME F.K. 3125103 B A 13/16 G. GLASS A GLAZING BEAD NOKONS, FL 34275 "° °'" �"`� °' DD ALUMINUM CASEMENT WINDOW, IMPACT F.K. 7110M C NO CHANGE THIS SHEET P.O. 800y 1528 Lutes A. Turner, P.E. s..aa"ser. sar: sport Duw"yNO. Drawn By Daps: Cnedted Doe: N'OICOMtS, FL 34274 Visibly Bettrr PE #58201 F.K. 1217102 4 -740 NTS I 11 -1 12 "w: 7045 -8 C mechdnicx APPROVED WOOD BUCK APPROVED WOOD BUCK APPROVED WOOD BUCK LESS THAN 1 1/2" THICK APPROVED WOOD BUCK LESS THAN 1 1/2" THICK 1 1J2" OR MORE THICK (SEE NOTE 3) 1 1/2" OR MORE THICK (SEE NOTE 3) (SEE NOTE 2) 1/4^ MAX, SHIM (SEE NOTE 2) 1/4 « MAX. SHIM 1 /4" MAX. SHIM 3116" OR 1/4" TAPCON 114" MAX SHIM 3/16" OR 114" TAPCON ( OW SEE N SEE NOTE 1 BELOW #12 OR #14 ' , #12 OR #14 SCREWS � ( NOTE i BELOW ! AND SHEET 1 NOTE 4 - AND SHEET 1 NOTE _, 4 ) i SCREWS �� Y �., , , 000 ,��� Vii, �;; .. . , '� r �` • .. . 1 1/2" 1 1/4" 1 1/2 N 1 1/4 MIN. MIN. ✓MIN. " • EMBEDMENT EMBEDMENT MIN" : 0606 EMBEDMENT EMBEDMENT 0 " "" OPERABLE UNIT FRAME OPERABLE UNIT FRAME FIXED UNIT FRAME FIXED UNIT FRAME TO CONCRETE W/ 0000.. 6900.. .00.00 TO WOOD BUCK TO CONCRETE W/ WOOD BUCK TO WOOD BUCK WOOD BUCK LESS THAN 1 1/2" THICK 690009 0 . 1 1/2" OR MORE THICK LESS THAN 1 112" THICK 1 1/2" OR MORE THICK .... .0 0. : 0 0 0 0 : 0 . 0 0 0000 0000 0000• 0000.. ... . 0000. . « .. 00.0.0 114 MAX. SHIM •• 00 1/4" MAX. SHIM :00 : *• 0 • 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 3/16" OR 114" TAPCON (SEE NOTE 1 .... 0000.. BELOW AND SHEET 1, NOTE 4) �.... • • r NOTE: ALL DETAILS 0 •• • 000 • r 0 • APPLY TO HEAD, SILL, AND JAMB. 1 114 « PRODUCT REVISED 1 1/4" as complying with the Flarma MIN. MIN. sniaing c ode Acceptance N. EMBEDMENT EMBEDMENT r• Date OPERABLE UNIT FRAME FIXED UNIT FRAME sy -w mor Prodatt Cots NOTES: TO CONCRETE TO CONCRETE Atiami n 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2 INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. . F.K. 3117103 a ADDED #14 SCREW OPTION 4b Revhtoris 1070 TECHNOLOGYDRIW ANCHORAGE DETAILS : : FX 82Sw B No CHANGE THIS SHEET NOKOMIS, FL 34275 TOO: " FX Maw C NO CHANGE THIS SHEET A0, eoX 1529 ALUMINUM CASEMENT WINDOW, IMPACT 0--By. uem: of: NOKOM/8, FL 34274 Visibly Better s D..*V m. Pa Luca #58201 ' P.E. FX 12/17/02 NTS 12 w 12 7045 - 8 C Mechanical _ NOTES: LARGE MISSILE WINDOWS NOA DRAWING TABLE OF CONTENTS SHEET 1. GLAZING OPTIONS: GENERAL NOTES.... ...................... 1 A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLAZING DETAILS ........................ 2 GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. ELEVATIONS, FLANGED ............... 3 B. 7116" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 ELEVATIONS, INTEGRAL FIN....... 4 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. DESIGN PRESSURES FLANGED.. 5 C. 11/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEA T STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" DESIGN PRESSURES FINNED...... 6 LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT SECTIONS, FLANGED ................... 7 STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. CORNER ASS FLANGED........... 7 D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7116" AIRSPACE AND 7/16" SECTIONS, INTEGRAL FIN...,....... 8 • - CORNER ASS - Y, INTEGRAL FIN... 8 OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. EXTRUSION PROFILES ................. 9 PARTS LIST ..... ............................... 9 - ANCHO RAGE .. ............................... 1 & 10 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES A STM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 8 1/2" FROM CORNERS : • • •" ..... MAX. 11" O.C. • % JAMBS: A MAX. 8112" FROM CORNERS • • • • • • • • •" MAX. 11 O.C. • • • • • . .... .... . DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS)•...• .... 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 21 /2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) • •' • •' ' • • •' • • • ; • HEAD & SILL: AT EACH CORNER • • • • • • • MAX. 5" O.C. ...• •••.•• JAMBS: AT EACH CORNER ' • MAX. 5" O.C. • 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROT/ OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETA L ) HEAD & SILL: MAX. 81/2" FROM CORNERS AlVi"W d *M� MAX. 11 O.C. z �� JAMBS: A MAX. 81/2" FROM CORNERS r MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH - #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. SREEER—F-NCE-TEST REPORTS: FTL -3835 & FTL -3850 fffvsa r a•r.: �, . WN b: Rsvbtons: 1070TEC�NVOLOGYDRIVE a ES & TABLE OF CONTENTS f Z fL NOK005, FL 34275 " Ire ALUMINUM PICTURE WINDOW, IMPACT F.K 12115103 A REDUCE ANCHOR SPACING P.O. BOX 1529 : o x� Robed � P.E. Drawn By. p•,e,• Ch•ck•d !bt•: NOKOMIS, FL 34274 n_ Vi SIbi y Be t te F.K. 7114103 PW I NTS 1 10 4259 -4 A strvcturai 1 1/16" LAMI GLASS NOMINAL 7/"16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL 3/16" ANNEALED OR HEAT 3116" ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS •090 DUPONT BUTACITE OR .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM SAFLEX KEEPSAFE MAXIMUM 716 ER 3/16" HEAT 3/16" HEAT NED GLASS STRENGTHENED GLASS GLASS 12 10 '� 7 OR 21 1$ O ' ...... ...... . .. ... . .... .... .... OUTSIDE 11/16" NOM OUTSIDE 11/16" NOM ... ....' GLASS BITE GLASS BITE • •' • •' ' • •' •' • • • • • Aj A Au J; -®r . . .... ..... .. ..... 2 I 1 13 13 ,►�.»+.�.a�*�� 14 oR 15 14 OR 15 ' 7/16" LAMI GLAZING DETAIL 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME FLANGED OR INTEGRAL FIN FRAME -------- - - - - -- (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME - SHOWN) 9 RsWSWW 10707ECHAIOLOGYdRIVE GLAZING DETAILS I Z ` I NOKOMS. FL 34275 TAW a,� ALUMINUM PICTURE WINDOW, IMPACT F.O. BOX 9528 Robert L Ctark, P.E. FK 12/15/03 A NOONANGE7t!lSSttEET NOKOMtS,Ft34274 �S1�71y @tt@ sws j oh" 2 * PE#l39792 Down By. o7: cx,.d�m a a.a: PW -701 /11TS w 10 4259 -4 A structural F.K. 7114103 l HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60" DIA. MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 68"X 68" R MAX. 20.71 = = 25.22 SQ. FT. ARCH. MAX. SIZE = 48"X 96" OR MAX. AREA = 30.28 SQ. FT, 0000.. 0000. ELLIPTICAL •• • • 0000.. MAX. SIZE = 96" X 47" FAN OR MAX AREA = 31.99 SQ. FT. • • • • • • • 0000. 0000 0000 . . . MAX. SIZE = 96" X 47" EYEBROW "•' "� • 90 ' • 0000.. ... 0000. OR MAX. AREA = 24.47 SQ, FT. MAX. SIZE = 96" X 48" .. • .. • 0000:0 0 OR MAX. AREA = 31.99 SQ, FT. • . . 0000 0000.. 0000 96" MAX. --� • • • • 44 1/4" r / • err 48" MAX. f MAX' DLO HALF CIRCLE MAX. SIZE = 96"X 48" 921/4" MAX. DLO TRAPEZOID OR MAX. AREA = 25.13 SQ. FT. GLE MAX. SIZE = 48"X 96" MAX, SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. ---N O TE - OR MAX_ AREA = -32.00 SQ. FI -- _— FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D 8t E. Onto; , 1070 TECHNOLOGY DRIVE FLANGED ELEVATIONS l Z NOKOMIS, A 34276 Tme F 7670- K Y 12/15W NO CHANGE MS SHEET P.O. BOX 1529 ALUMINUM PICTURE WINDOW, IMPACT Clark P.E. — 6; W — By Date: chwcsd page: NOKOMIS,FL34274 Vistbt Bette 1ede swe: no w. PE 439712 F.K. r /14w PW -701 NTS 3 -f 10 4259 -4 Struca,ral i • I I I J / 1 HEXAGON FALL CIRCLE OCTAGON QUARTER CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. MAX, SIZE = 60" BETWEEN FLATS MAX. SIZE = 68"X 68" OR . - - AREA = 1 S FT . = 25.22 SQ. FT. ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. ELLIPTICAL •• • MAX. SIZE = 96"X 47" •••••• •• ••• OR MAX. AREA = 31.99 SQ. FT. 0 •• ... FAN .... .... . MAX. SIZE = 96" X 47" EYEBROW • • • • • .... .... .... OR MAX. AREA = 24.47 SQ. FT. MAX. SIZE = 96"X 48" 0 0 0 • • • OR MAX. AREA = 31,99 SQ. FT. . •' .. • ---- 96" MAX. — - .. 0 0 .. 0 0: • •• 451/4" 48 " MAX. MAX. Appovta. q Ore DLO 1 o HALF CIRCLE MAX. SIZE = 96"X 48" 93 1/4" MAX. DLO OR MAX. AREA = 25.13 SO. FT TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SO. FT. MAX. SIZE = 48" X 96" - OE OR M AX —AREA-;;-32.00-SQ-F7- FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. fj o3 Raved 8y: 1%ft: pewsbm Dwolbw nnad s ate: Rsvfre: 1070 TECHN DRIVE INTEGRAL FIN ELEVATIONS '�° ^' NOKOMIS, a 34275 nft IMPACT F.K. 12!95!03 A NO CHANGE THIS SHEET P.O. BOX 9528 ALUMINUM PICTURE WINDOW, Robert L, Clark, P.E. as , 8Y. e: .d naje: NOKOMIS,FL34274 Visibly Bette sue. °4N1 g �• PE #39712 F.K. 7!14!03 PW-701 NTS 4 of 10 4258 -4 A st uctw 2.784" 1 1 2.784" 1 OUTSIDE MAX. DAYLIGHT OPENING 13 MAX. WINDGW WIDTH HORIZONTAL SECTION 1 (INTEGRAL FIN FRAME) MAX, 1-11-11 WINDOW 1 HEIGHT 17 • 20 8 g ...... 18 • ...... . ..... ALONG &- 21 INSIDE • ...... 8 ENTIRE ALONG • • • • • JOINT S ENTIRE • ...... ... ... . 1 JOINT .... ... ..... MAX. •••••• • 7 DAYLIGHT • 7 . OPENING • .. .... • SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) WELD (INTEGRAL FIN FRAME) ow 1 � t ALONG 8 ENTIRE 8 JOINT - - -- _ -_ _------------ -VERTICAL- SECTION WELDED CORNER ASS'Y (INTEGRAL F -IN FRAME) (INTEGRAL FIN FRAME) q: ao: P-� ylla4, 1� Fw; er. dw. 1070 TECHNOLOGY DRIVE rte. SECTIONS INTEGRAL FIN NOKO,s, FL 34275 ALUMINUM PICTURE WINDOW, IMPACT F.K. 12J15W A NO CHANGE THIS SHEET P.O. BOX 1529 s snese R L. Giant, P.E. iwnBy. mm: n8ta NOKOMfS, FL 34274 Visibly Bette p PE 439712 F.K. 7114M3 PW -701 NTS 8 d 10 4259 4 A Swaurai a ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2.784" 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE- MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD I I 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 2.500" 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COYgLR 14 DOW CORNING 899 GLAZING SEALANT .062" 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, 077" 7/16" LAMI GLASS: 3116" ANNEALED .090 DUPONT 17 BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ITEM 1, INTEGRAL FIN FRAME 3-T5 18 OUTBOARD - 7/16" AIRSPACE 3/16 ":ANNEALED -.090 DWG NO. 4256A DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM ' PVB INTERLAYER - 3/16" HEAT STRENGTHENED • 20 4262 64262 ARCHITECTURAL CORNER KEY • • • • • • • • • • • 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED -.090 -0:0 ; • • •; 21 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM ' .... .... ... . PVB I NTERLAYER - 3/16" HEAT STRENGTHENED • • • • • • • • • • • • .. .. . ..... 1 1116" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED . ....... a OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT ' : 0000 • • • • • 22 STRENGTHENED -.090 DUPONT BUTACITE OR SAFLEX • 0000 ' KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT • STRENGTHENED . ,346" — }-• — 1,875" p 71� Al21-M2944 .050" .975" .975 "`'� 050" -- I .062" ITEM 10 2.784" -M-�� , 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD ITEM 2, FLANGED FRAME MAT"L: 6063 -T5 -- MAT'L: 6063 -T5 - — ~— MAT'L: 6063 -T5 DWG NO. 4255 DWG NO. 4254 DWG NO. 4253 P&nd eY. Data: pawsk : EXTRUSION PROFILE'S & PARTS LIST NO ` 16;Z — y rtevbbna: 1070 KOMIS, L FL 34 DRIVE J fi KOA�S, L 94275 "k i Dom: ALUMINUM PICTURE WINDOW, IMPACT F.K. 92115103 A NO CHANGE MS SHEET P.O. 80X 1529 nm �. Robed L Clark, P.E. DraWmey: Dab; Dab; NOKOWS, FL 34274 Visibly Bette PE #39712 PM '70f 7194103 P-709 NTS � 9 90 42594 A sraur� #12 SCREW, 81/2" MAX. FROM #12 SCREW, 8 1/2" MAX. CORNERS & 11" MAX. O.C. FROM CORNERS & 11" MAX. O.C. A 1 /4" MAX. 1/4" MAX. 114" MAX. SHIM j r F-yffi SHIM � ._ � SHIM .130" DIA. MIN. - -- ---- - ------ - T = -_- _ -_ -- - _- _ -_ -_ -_ IL AT CORNERS c �c� AND 5 O.C. EMBEDMENT EMBEDMENT o WOOD BUCK OR FRAMING 2x WOOD BUCK 2x WOOD BUCK (SEE NOTE 2) (SEE NOTE 2) j INTEGRAL FIN DETAIL A INTEGRAL FIN DETAIL B FLANGED DETAIL C 1/4" TAPCON, 8112" MAX. FROM • • • • • • 1/4" TAPCON, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. ® ...... ...:. CORNERS & 11" MAX. O.C. (SEE NOTE 1) • • •; • • • (SEE NOTE 1) •••. •••. • .... .... ... . see 0 .. .. .. . ••• •• 1/4" MAX, •••••• • SHIM.... ..... 114 MAX • • •••••• • • �YIl1A • • • ••• •• SHIM .. .... - - -- - - -- -- - - - -- y •• :. 1 114" MIN. ;. tag EMBEDMENT 1 1!4" MIN. g.. EMBEDMENT: ° 1x WOOD BUCK ' (SEE NOTE 2) as • Rodvet C CONCRETE SOLID CONCRETE FOR HEAD & SILL a OR HOLLOW BLOCK FOR ,IAMBS NOTES: FLANGED DETAIL D (SILL ONLY) FLANGED DETAIL E I 11A 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED - -- — ---- TO- TRMSFER- LOAD- AND- TO- BE- REVtEWEDBY- BUILDINGADFFICIAL - -- — B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY.OTHERS OR AS APPROVED BY BUILDING OFFICIAL, ra.voeey: Dab: Roviowne: ? 10 TECHNOLOG ANCHORAGE - HEAD, SILL AND ,IAMBS NOKOMIS, FL 34275 7 ft. ALUMINUM PICTURE WINDOW, IMPACT F.K. 12J15W A CHANGE NOTE 1 AND FASTENER SPACING P.O. BOX 1529 � scoa shoot ores rim Robert L Clark, F.E. NOKOMISF,FL34274 Visibly Bette PE #39712 ar• Dab: aeee PYV 701 I�fTS 10 9f� 4259 -4 A stnxxura F.K. 7/14✓03 I > I 13 13 2 2.784" 2.7"' 2 OUTSIDE Qn NM. DAYLIGHT ING 2 10 11 17 1$ 29 22 MAX. WINDOW WIDTH 13 10 . HORIZONTAL SECTION 2 20 8 20 MAX. WINDOW ••• •• 17 • HEIGHT ' ...... wwwwww . ... .. 18 ALONG ••• •• S ALONG w w w w .... 8 ENTIRE 8 ENTIRE 21 INSIDE ' .... .... ... . JOINT 11 1 fit JOINT •••••• •• ••• • 2 • w• w• ww • www w• t • M AX wwwwww • 2 DAYLIGHT "" OPENING ww w www w SCREWED CORNER ASSY vm (FLANGE FRAME) 8 WELD (FLANGE FRAME) G)- 13 - er ALONG 8 ENTIRE 2 JOINT 2 VERTICAL- -SECTION WELDED CORNER ASS'Y (FLANGE FRAME) (FLANGE FRAME) . Dates: t: ftway of.: 1070 TECFINOLOGY DRIVE m SECTIONS & CORNER ASS'Y, FLANGED NOKOMtS, FL 34275 rata Re ALUMINUM PICTURE WINDOW, IMPACT F- K 12115103 A NO CHANGE THIS SHEET P.O. BOX 1329 Robert L Clark, P.E. aamm sy bees: Chadad . Data NOKOM1 , FL 34274 Visibf y $e t f e $°" scrs BN' PE #39712 F.K. 7114/03 PW- -701 NTS 7 d 10 42594 A strvchxal COMPARATIVE ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) FTL -3835 GLASS TYPE: B. 7116" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) FTL -3835 C. 11/16" LAM 1 1.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) FTL -3850 D. 1 1/16" LAMI I.G. 3 /16HS 7/16" SPACE 7/16 LAMI 3/16HS .090 3/96" HS FTL -3850 WINDOW WINDOW HEIGHT WIDTH 49.000 A &C 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 B &D 80.0 -80.0 80.0 -80.0 80.0. -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 AREA S .FT. 9.698 11.569 13.441 15.313 5.823 16.333 - - -74.0 s4:5oo B &D 80.0 -8 0.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 S o.o - 80.0 AREA SQ.FT. 10.786 2.868 50 167 60.000 A &C 80.0 -80.0 80.0 -80.0 74.0 -74.0 69.9 -69.9 67.2 -68.6 67.2 -67.2 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREAS .FT. 11.87 14.167 16.458 18.750 19.375 20.000 65.500 A&C 80.0 - 80.0 80.0 -80.0 68.5 - 68.5 63.5 -63.5 61.3 -62.3 61.3 -61.3 - - .0 -80.0 AREA SQ.FT. 12.964 15.465 17.967 20.469 21.151 21.833 ..0000 71.000 A &C 80.0 -80.0 79.4 -79.4 63.7 -63.7 57.9 -57.9 56.1 - 57.1 56.1 -56.1 0 ; ;. B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 • • •; • • • • • •' AREA SQ. FT. 14.052 16.764 19.476 22.188 22.927 23.667 " "" 0 • • • 0000 0000 76.500 A &C 80.0 -80.0 76.8 -76.8 59.7 -59.7 52.8 -52.8 51.9 -52.1 51.9 -51.9 ' • • • •' ' • • • •' 00:40 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 • "•'• "' AREA S . FT. 15.141 18.063 20.984 23.906 24.703 25.500 A &C 80.0 -800 74.1 -74.1 56.5 -56.5 48.3 -48.3 47.6 -48.0 47.6 -47.6 0 900 . 0004 00 82'000 . B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 0000 .. 0000. .. 0000 AREA SQ.FT 16.229 19.361 22.493 25.fi25 26.479 27.333 •• • A &C 80.0 -80.0 70.7 -70.7 53.6 -53.6 43.6 -43.6 43.4 .4 _ -43.4 _ ,0 -8 80.0 - 80.0 80.0 - 80.0 80.0 -80.0 80.0 -80.0 „d Q. AREA S FT. 17.318 20.660 24.002 27.344 28.255 29.167 s AC 80.0 -80.0 69.1 -69.1 51.4 -51.4 42.5 -42.5 40.7 -41.0 40.7 -40.7 93.000 R&D 80.0' -80.0 8 1 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 -80.0 79.4 -79.4 AREA S .FT. 18.406 21.958 25.510 29.063 30.031 31.000 96.000 A &C 80.0 -80.0 68.8 - 68.8 50.4 -50.4 41.6 -41.6 39.4 -40.1 39.4 -39.4 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 76.6 -76.6 AREA SQ. FT. 1 19.000 22. 26.333 30.000 31.000 32.000 . TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED TO + /-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. A 2. ALL MUM Tt3 THE PRESSSURE - 0 SQ. FT. UNITIN TABLE 9. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST A NGLJ1 F IN TARLF I WHICH THEIR OVERALL WIDTH Ah Q HE1014T DIMENS IONSLOMPLETELY FIT-WITHIN tom o Daft- � Amd 8 Y: : �. 1070 ,;!'�'� FLANGED UNIT DESIGN PRESSURES t NOKOW,FL34275 -� T : ALUMINUM PICTURE WINDOW, IMPACT F.K 12/151)3 A NOTE 1 ANCHORING MTH #12 SCREWS P.O. BOX 1529 Robert L Clark, P.E. o NoKO>bas, Vsibl 8e tto ems: �. rA PE #39712 F.K. 7/14/03 fW -701 IVTS 5 70 4259 -4 Structural COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) FTL -3835 GLASS TYPE: B. 7/16" LAMINATED GLASS (3116 "HS, .090, 3/16HS) FTL -3835 C. 1 1/16" LAM] I.G., 3/16HS, 7/16" SPACE, 7116" LAMI (3/16A,.090,3/16 HS) FTL -3850 D. 1 1116" LAM] I.G. 3/16HS 7/16" SPACE 7/16" LAM] 3/16HS .090 3/16" HS FTL -3850 WINDOW WINDOW HEIGHT WIDT 28.500 34.000 45.000 46.500 48.000 49.000 A &C 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.,0 79.4 -80.0 79.4 -79.4 8 &D 80.0 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 AREAS .FT. 9.698 11.569 13.441 15.313 15.823 16.333 I !, - -71.9 54'500 B &D 80.0 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 18, 167 60.000 me 80.0 -80.0 80.0 -80.0 72.2. -72.2 67.8 -67.8 65.0 - 66.4 65.0 -65.0 B&D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREAS . FT. 71.875 14.167 J U458 98.750 99.375 20.000 A &C 80.0 -80.0 78.9 -78.9 65.5 -65.5 61.7 -61.7 59.6 -60.7 59.6 -59.6 01 _ - -80.0 AREA SQ.FT. 12.964 15.465 17.967 20.469 21-151' 21.833 • A &C 80.0 -80.0 75.3 -75.3 61.1 -61.1 56.4 -56.4 54.6 -55.5 54.6 -54.6 •' • 71.000 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 •;; • •; ; • • • • AREA SQ. FT. 94.052 16.764 19.476 22.188 22.927 23.667 • • •: •. .... . A &C 80.0 -80.0 72.6 -72.6 57.1 -57.1 51.5 -51.5 51.0 -51.3 51.0 -51.0 0 0.00 0000 0 • 0000 • ' 76 .500 0.0 0.00 B &D 80.0 -80.0 80.0 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 1 -80.0 09 0 0 0 ... ..:. AREA SQ. FT 15.141 18.063 20.984 23.906 24.703 25.500 • • • • • • • • • • • • • • • 4. A &C 80.0 -80.0 69.4 -69.4 53.8 -53.8 47.2 -47.2 46.6 -46.9 46.6 -46.6 ' 82.000 ... • ... • . B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 1 80.0 -80.0 80.0 -80.0 80.0 -80.0 ' AREASQ FT. 16.229 19.361 22.493 25.625 2.6.47 27.333 ' C 0. - 0. .4 -66.4 51.0 - 51._0 42.6 -42.6 43.9 - 42.7 43.'1 -43.1 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.4 AREA SQ.FT. 17.318 20.660 24.002 27.344 28.255 29.167'""�`'�" 93.000 A &C 80.0 - 80.0 65.0 -65.0 48.9 -48.9 41.2 -41.2 40.4 -40.2 40.4 -40.4 e B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 79.7 -79.7 76.0 -76.0 >► - AREA S . FT. 18.406 21.958 25.510 29.063 30.031 31.000 �, w-- 96.000 A &C 80.0 -80.0 63.9 - 63.9 48.0 -48.0 40.2 -40.2 39.0 -38.9 39.0 -39.0 .-j 0.0 B &D 80.0 -80.0 80.0 -8 80.0 -80.0 80.0 -80.0 76.9 -76.9 73.1 -73.1 AREAS FT. 9.0 22. fi67 21.333 30.000 31.000 32.000 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 114" TAPCONS. DESIGN PRESSURES ARE LIMITED TO +1 - -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. _ Aq 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SI E IN IMLE 2 WHICH THEIR OVERAL L WIDTH AND H 1 HT MENSIONS COMPLETELY FIT WITHIN Remd 81 Date: pa"Som. 0-0"m Acyad x �: : 1070TEOfiNOLOGYURIVE INTEGRAL FIN UNIT DESIGN PRESSURES NOKOW, FL 34275 n i ALUMINUM PICTURE WINDOW, IMPACT F K 12/15/03 A CHANGE NOTE 1 ANCHORING MTH #12 MWIMS P.O. BOX t528 Robert L Clark P.E. shoot p gy; Date: . NOKOWS. FL 34274 Visibly Bette s. +oek sew g PE #39792 F.K. j 7/14103 PIN -701 NTS 6 or 10 4269 -4 A staJotural x AA LARGE MISSE IMPACT DOORS 37.500 ' 71.750 W' 1.) GLAZING: .4011.464 LAMINATED WIWERLAYER (MONSANTO OR DUPONT) 2.) CONF7GURAT7ONS: X, XX 7 112" 7 112" 7 112" 7 112' 3.) DESIGN PRESSURE RATING: „ r I 30) .464 LAM.: +75.P:S.F. —75 P.S.F. 3 LAM.: : +60 P.S.F. — P.S.F. 4.) ANC HORS: 5 112" .+ j 5 1 /2. MAX. 5 1%2' FROM CORNERS � � d` SILL) — \ J \ MAX. SPACING AT HEAD & SILL: 13.000 \ 13.5 MAX. SPACING AT JAMB: 13.500 ! J \` 13.5 5.) NO SHUTTERS REOUIRED \ J \ 6.) REFERENCE TEST REPORT. FTL -2241 ! 7.) FOR LOCKING ASSEMBLY OPTION — SEE SHEET 3 OF 4 r � \ J \ 2 POINT `\ ! LOCK 2 PO OPTION \ ! LOCK \ 95.750 95.750 OPTION AtA)f v 2 / PRODUCT REVISED as comp lying with at Fin" / itawiding mg Code / 13.5" 13.5 -0� o1.tZ / 7YP. MAX " \ / � TYP. MAX. � 5 Tro 112" /� 5 1120 110* dret Cowel 7 112" ----� � � 7 1 2" 7 1 2" � � / 1 P RO RENEWED MAX SEALANT ON MAX SEALANT ON ON CENTER FRAME CORNERS ON CENTER FRAME CORNERS EXPIRATIM t3ATF 7YP. HEAD & SILL & PANEL CORNERS 7YP. HEAD & SILL & PANEL CORNERS � �1cvt)cicT invtttOrt 00MO +c; cXwt cotilry�10E D added 2 t. lack info F , t f164 1070 Technology Dr. D ad" t Nokomis, Fl. A 1• 34275 G{ Series /Alade�: ��� � SWD -101 INDUSTRIES OWN Afotenok �: Robert I.. Clark, PM er #39712 French Door -- X, XX P.E. ewe � �a :: Stnw a -W as. 1 1 1117100 MY No: vFntoort rao: scorn: meet ornwiv No. T Drown W. D.B. � 2/16/98 � X � *14 97 T 71.750 AW. a HIM 34.625 250 SPACE TYP. 80TH PANELS f MAX. SHIM SPACE s ACTIVE PANEL EX 10R INACTIVE PANEL z ROUGH s OPENING 1 .750 SEE SHEET 3 ROUGH FOR ANCHORS OPENING it 25" 3 3 t7 f 1 DAYLIGHT ROUGH OPENING 1.480 OPENING 3.000 MAX. SHIM .250 SPACE rc a � HORIZONTAL SE, fTION 1.272 4 1.479 INTERIOR 5 7 l 4.000 MMUMMED . n. t� 1.750 I BdasCW@ Aeoepa.ce N. - 01.12 E�pi,�tloo ntr � � 95.750 aae Mvuact certrei 3 3 93.625 84 3/4" PRODUCT RENEWED DAYLIGHT OPENING ACCEPTAKCB Na 2 1-- 0 4 1 - 1 , 0 L4 filEM4E+� 2 �Ob�i EXPIiuMN Darr. BY S1AQ ` • (,,,,LEA G- VERTICAL SECTION coax �txvRtoN ' �tNa ooh powns#+�cs o� Y_ I INTERIOR 4.000 g D added 2 t. lock info i,'"� 1070 Technology Dr. aw" •M � Nokomis, Fl. 000" t � t• 34275 _ s 1.489 .250 of NIM . 489 4 M SPACE Lf C1 JVoten 0"CrptbM Ro t rt Clark., P.E. Rend W . ta: �e D . eta: French Door — Elevations TERIOR PM H°: VEM" W. S -a*: sMet EX orowNg No. Rar s 3. DOD � � PE. #39712 ROUGH OPENING Drown ey Dote: of Structural p, e. 2/t s /98 - 2 4 971 D z 1/8 ANN. 3/16 ANN. .090 .090 SNORAW 3/16 ANN. 3/16 ANN. I I a s 6 i 18 21 1 SEE a 1.489 1,489 m. A 3 , 4b .zso , !{ .zso � II MAX. SHIM �--- 3.000 ----1 M". SHIM -.--- 3.000 - 1 • S eI 8 SPACE ACE P 0 0 .401' LAY, W/YOMNTO SAFLEX PVH W ER YER ,.464' LAY W,/YO LjMTO SAAFLEX PVB /N RLiYEIP 0 OR .401' LAY. W/DUPONT BUTAUTE INTERLAYER OR .464" LAY. "UPONT BUTAt1TE IMMMAY£R SEE NOTE 3 ON SHEET 1 SEE NOTE 3 ON 2W 1 DE5lON PRESS ME RATING: f60 Rif, DESIGN PRESSURE RATING #75 pAL I 1 PRODUCT REYISBD at empift vvl% the FWA& OWdIngCode 2 $ Ne 02 - dot • 12 3 $spireOw Dies ! O $y 8 Mja Pradoct t'.eotroi Obidw P DUCT RENEWED 3 POINT LOCK ASSY. _2 POINT LOCK ASSY. "` cEff 1#4&. x, -114,1 0 4 Mj;tO, - nON DATt N O J MM 22 / 1 W A 9 41 +t'tQr t pQtt� u { WRD�G1pL� 0C)!y( f 18 4 13 r S r7 rs D dded 2 t. Jock info ' "°rte 1070 Technology Dr. f t � 64 9Y 1 } Nokomis, R. 14 Angk* r: f V 34275 SWft /AftVI. 6 n..nae Ft ra SWD -101 I�vovs i9 DETAIL 'A' �j r� 6� A�er�l: petO,r i Romd �,,� French Door -- Ex loded Glozin D.B. 11/17/00 M NO. VENDOR NO: Scale: Shoot: Dm" No. Rsw -• W VVO RobertL park, " er= D.B. Oct 2/1 s /s8 3 of 4 971 D PE. #39712 . ITEM DESCRIPTION V. T. I QTY. DESCRIPTION VENDOR VENDOR I DOOR HEAD SILL 603 ALUMAX AF - 10375 2 DOOR JAMB HINGED 60376 ALUMAX AF -10376 3 DOOR ASTRAGAL 6077 ALUMAX AF -10 4 .260 x .18.7 nNSEAL STRIP 67924G 8 2 each door toj2 & bot. rail SCHLEGEL CORP. F'S7924 -187 5 DCOR W -STRIP CHANNEL 60379 ALUMAX -1 6 FRAME JAMB 60380 ALUMAX AF -103 0 40. . •'' 7 FRAME HEAD 60411 ALUMAX AF -12376 S Gl./�Z/NG BEAD ROLL FORM 65170 FLO x - -� • • f 9 OL+TSWING THRESHOLD 61069M ALUMAX AF -12375 J13 ,13 10 5,716x 18 THREADED ROD 67ROU4 4 (1 /door & bot. ii Ann NDUS !AL --r' 11 TRUSS CLAMP 60378M 8 2 ea. door top & bot. rail ALUMAX AF -10378 sucx 7 12 511601 TRUSS WASHER 7WASHA 8 2 eo, door top & bot. rail FASTEC INDUSTRIAL 13 5 16x 18 TRUSS NUT 7JNUTA 8 2 ea. door to & bat. roil FASTEC INDUSTRIAL wow 14 F E SCR. COVER PGT INDUSTRIES 41722W 114• VWMM. 15 STRIKE PLATE CA MCOR P 112 antt+rac 16 STRIKE PLATE t S T 41721 PGT INDUSTRIES 41 TYP HEAD ® TYP HEM 17 1Ox3 4 SCR. FLT. HD. PHIL 71034A MERCHAN FASTENER 18 I AS 7FRMOW 6 3 frame iambs NATIONWIDE IND. 19 10x.625 FLT. HD. PHIL 71058FP 26 6 hin e - hinge-door t am b MERCHANTS FASTENER 20 1Ox1 2 FLT. HD. PHIL. 71OX12PPW 30 5 hin a &hin a -frame iamb MERC FASTEN TCP BOT1: SLIDE BOLT LOCK 41 0 . f .h. astra al I 41 2 22 6x V2 FLT. HD. PHIL. 7612FW 4 CZ421 bolt locks MERCHANTS FASTENER 2 x 1 1 2 N . QUAD. 78 1 2A 12 6 h d & sill FASTEC INOUST 112 ® 24 SEA M SEALER W S H 25 LOCK SUPPORT ASS Y. 4UBLOK 3 1 lock PGT INDUSTRIES 4UBLOK n ' ff 26 60A F L . HQ. PHIL. 7634F 6 2 1ock sumort ss . FASTEC INDUSTRIAL y :.. 27 .200 x .190 GLON 60200K 5 1 astra als fr. iambs & headT SCHLEGEL CORP. 02 00X 190 LEG L CORP. x 19 2 .375 .190 LON 300W 4 1 ast als frame am H • . .. 29 3 POINT LOCK ASS Y. F1D3PTAY 1 ® r.h. astra o/ PGT INDUSTRIES FD3PTAY -.! 30 LOCK ACTIVE 7LOKAP 1 �► r.h. astra al HARLOC 100 31 C U MY LOKP 1 r h. as r ai HARLOC 8 *..; 32 DEAD-BOLT COCK 7BLTIP 1 ®r.h. ostra gal) HARLOC 820 3 .40 M W MONSANTO H.P • •' 34 SILICONE 62899C OOW CORNING 899 1/4' r APW<N ! 35 1 Ph. Pn. SMS ® N -- I 36 ? 4 TAPCON _1 jMB EYE. JAMB 37 .401 LAM. W DUPDNT H.P.G. 38 LAM. W DUPDNT H.P 39 . X64 LAM. W MONSANTO H.P.G. + 40 2 POINT LOCK ASSY. 1 d r.h. antra al PGT INDUSTRIES 41 tt x .75 Ph. Fl. Tek 17834FPT SPENCER PRODUCTS PRUDUCTk6Vt�ELI P:b'0DUCT RE Nf;WJW U4000008 wild the Flees Cwt 11 4 - WCON caner Musr TWAWIx Rim Ne 02- 701. ncc�srr�hlG. N� Lao m sea fie• - 0 41 t:WT:Pztoranart Novemug-22 +2 aG'6 UY • "� Skida iNth?l+l t7t Ut added 2 pt. lock info f , 3 Y" 1070 Technology Dr. TYP. SICI a.bwr .v* Nokomis, Fl. awkw *W br•'.* 1- 34275 seriss/M«1ak SWD -101 INDUSTRIES . t= a; -- French Door Anchora e B.0 .M. Robert auk, PS B y - as 11/17/oa PGT NO,; a„ow;,v No. aar sfcunnt °r° ' �" D.B. " 2/l 619.5 4 a4 971 D i LARGE MISSILE IMPACT WINDOWS NOTES: �-- 53 1/8" MAX. WINDOW WIDTH 1.) GL..AZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN 2 LITES OF 1/8" ANNEALED GLASS. AD B. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND. 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) L. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL -1889) AND GLASS TABLES 76" » ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) MAX. 8 MAX. MAX j WINDOW AT M COMPARATIVE T IVE ANALYSIS TABLE: Q HEIGHT RAIL GLASS A. 5/16" LAMINATED (1/8 " "A,.090,1/8 " "A) FTL -188 TYPE: B. 5/16" LAMINATED (1/8 "HS,.090,1 /8 "HS) FTL -188 C. 13/16" I.G. 118 "HS 3/8 "" SPACE, 5116 "" LAMI (1/8 " "A 0901 /8 "HS) FTL -373 • • • • • • • • • VENT SIZE: 50 1 /2 x 38 1 /4 • D. 13/16 I.G., 1/8 HS, 3/8 SPACE, 5/16 LAMI (1/8 HS,.090,1/8 HS) FTL -373 • ...... ..... WIND WINDOW HEIGHT •••:•' • WID F LI 38.375 50.625 63.000 76.000 • • • • • • 0 090 • A 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 w� • wig ie 1Ti� ..: �( 26.560 !~,D 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 t C 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 pI • • • • A 66.7 -80.0 66.7 -80.0 66.7 -69.6 57.2 -57.2 �,,,, s ee 37.OQ0 E , D 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 sir. : • • 13 1/8 • MAX. 0. C. C ' :•: 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -76.1 . • A 66.7 -80.0 63.4 -63.4 47.9 -47.9 48.3 -48.3 53.1`25 I3, D 66.7 =$0.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 =80.0 63.4 1 -63.4 1 58.7 - 58.7 54.5 -54,6 5 3/4" 13 „ 6" MAX. MAX sys Revisions: MAX. ON CENTER F. GLASS 6/3/03 D -ADD SS TYPE & TABL TYP. HEAD & SILL evs a 0 "visions: F. 03126103 C -ADD 13116 I.G. ELEVATION Rev �: Date: Rev F. K. 10/11/01 TB, TABLE, EXTR. evs y: e: Revisions: NOTES CONTINUED o �D.A 8118198 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) I NDUSTRIES D. B. 21919 8 MAX. SPACING AT HEAD &SILL: 13.000 Description: rt 6 - 3 ELEVATION & NOTES MAX. 6 FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 Title: MAX. SPACING AT JAMBS OTHERWISE: 13.125 10 TECHNOLOGY D NOKOMIS, FL 34275 ALUMINUM SINGLE HUNG WINDOW 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED Robert L. Clark, P.E. t Series /Model: Scale: Sheet: Drawing No. Rev: 6.) REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 PE #39712 NOKOMIS, FL 34274 SH -701 NTS 1 of 5 4040 D s bucturai i ITEM DESCRIPTION V.T. # QTY. / LOCATION VENDOR. VENDOR # 0 1 FLANGED FRAME HEAD Alum. 6063 -T5 612225 1 ALUMAX AF -12225 2 FLANGED FRAME SILL Alum. 6063 -T5 612226 1 ALUMAX AF -12226 1 /2" NOM 3 FLANGED FRAME JAMB Alum. 6063 -T5 612227 2 ALUMAX AF -12227 GLASS BITE 4 FIXED MEETING RAIL Alum. 6063HS -T54 4054A 1 INDALEX 64054A 5 SASH TOP RAIL (Alum. 6063HS -T54 40050 1 1 INDALEX 64006 6 SASH BOTTOM RAIL Alum. 6063 -T5 612230 1 ALUMAX AF -12230 7 SA H SIDE RAIL Alum. 6063 -T5 612231 2 ALUMAX AF -12231 8 GLAZING BEAD Alum. 6063-T5) 6534571 B ALUMAX AF- 534571 ® 9 WEATHERSTRIP - VINYL BULB BTP247K 8 1 per Glazing Bead TEAM PLASTICS TP -247 Q 10 SILICON 628990 DOW CORNING 899 (� 11 5 16 .350 W SAFLEX BY SOLUTIA INTERLAYER 2 H.P.G. - T - 25/16" .350 W DUPONT PVB INTERLAYER 2 H.P.G. 13 #6 x .750 PHIL. PN. HD. 7658PFAA 2 to attach Bolonces to Jambs AQUA FASTENERS 14 SWEEP LATCH 1W.5" from end of vent top rail MINIATURE DIE CASTING PGT.214.XX g 5 Z 16" LAMINATED 2 if width is Screws MERCHANTS FASTENER '- 42 15 8 x .625 PHIL FLT. H0. 7858WW 2 Sweep L a when usina 2 SweeD Latches GLAZING DETAILS 16 WINDLOAD ADAPTER Alum. 6063 -T5 612236 2 (0 frame iambs 30 from bat. ALUMAX AF -12236 17 #8 x .375 PHIL. P.H. TEK 78X38PPT 4 Windlood Adapter Screws MERCHANTS FASTENER 18 WEATHERSTRIP - VINYL BULB SASH 6TP249K 1 at Vent Bottom Rail TEAM PLASTICS TP -249 1/8" ANNEALED OR 20 SCREEN P GUIDE i 1 per each balance L VINYL TECH PGT HEAT STRENTHENED —+-� 21 BALANCE COVER 2 1 Per each balance WYBORG 5TAVE GLASS 22 BALANCE 2 1 0 each frame iamb CALDWELL 23 WSTP .270 x .170 BACK FIN SEAL 1235 ® vent iambs & vent to rail) SCHLEGEL OR EQUIV. 67S16G 090 INTERLAYER 24 SASH FACE GUIDE 71087 q2 1/vent iamb. 2.5 from bot. VINYL TECH. PGT SAFLEX BY SOLUTIA OR 1 /8" ANNEALED OR 25 6 x .500 PHIL. FLT. H W h face uide screws SCHERER IND. PROD. 26 SASH STOP Alum. 6063 –T5 612244 to of each frame iamb ALUMAX AF -12244 DUPONT PVB —"" '' — HEAT STRENGTHENED 27 8 x 1.000 PHIL. P.H. 5MS 78X1PPA Frame &Vent Ass .screws MERCHANTS FASTENER GLASS 28 SEAM SEALER 6SM55W SCHNEE MOREHEAD SId5504 9 WINDLOAD ADAPTER PLASTIC 61207 12 ® frame iambs 30 from bot. PROTOTYPE 0996 -1 7 30 GLAZING BEAD (13/16 I.G. 6063 -T5 I 4067 18 JINDALEXe • • • 64067 31 13/16" LAMI I.G. GLASS (1/8 HS R. 5 16 LAMI W 3/8 AIR SPACE PGT . • • • ' 1" LAMI - 2 UTES 0 1 S S A RDPONTP NR Y • n 32 WSTP 187 x .230 BACK FIN SEAL 1060 1 0 M 1NG AIL SCHLEG OR QUIV. 6J O60G • ' lJ D 33 EGRESS LATCH PTIONAL 64009 2 09 . 0 9 34 SPRING SILL LATCH OPTIONAL . 7SPRNG .. 35 BALANCE ULTRA -LEFT SASHES > 40 4029 -1 2 CALDWEL •••• 13/16" LAMI I.G. GLASS (1/8 HS & 5116" LAMI W 3/8" AIR SPACE PGT .... 36 •• • - I AMI (1) LITE OF 1/8 A GLASS & (1) LITE OF HS CLASS W/ .090 SOLUTIA DUP;WT.P.VB -INNtR -"WER 1/2" NOM. •••••• • GLASS BITE • • • •' • • • • rRODUCT REVIS • • ' • ' ED e�p� Mr IM pMfir • • 0 1 6 ® 13 Z 16" LAMI 1. 0. GLAZING DETAILS Date: ReWalons: 1/8" HEAT e F K. 613103 D -ADD GLASS TYPE ITEM 36 STRENGTHENED evs : te: visions: F. K. 03126103 C —ADD 130 -135 GLASS Revsd 8: Date: Revisions: 3/8" AIR SPACE F.1 10/11/01 TB, TABLE, EXTR. eve Doe Revisions: 1/8" HEAT STRENGTHENED GLASS D.. 818/98 .090 SOLUTIA OR DUPONT PVB INNER LAYER Iv. Drawn : Date: 1/8" ANNEALED OR HEAT STRENGTHENED GLASS INDUSTRIES Descrfp lon: 2 9 98 5/16" LAMINATED 11 PARTS LIST & GLAZING OPTIONS 13/16" NOM. 17t1e: 10 70 NOKOMS, FL 342775 AL UMINUM SINGLE HUN WINDOW Robert L. Clark, P.E. P.O. BOX 1529 Series /Model: Scale: Sheet Drawing No. Rev: REFERENCE TEST REPORTS: FTL -1889 & FTL - 3739 PE #39712 NOKOMIS, FL 34274 SH -701 NTS 2 of 5 4040 D Structural 2.784 53.125 MAX. WIDTH ROUGH OPENING 49 .625 DAYLIGHT OPENING 500 1.123 3 7 3 • 737 EXTERIOR ® 7 L 2 5 1 Q ROUGH 2.710 INACTIVE OPENING — _ ROUGH 1112 6 34 .500 OPENING Q31 s DAYLIGHT 9 OPENING 16 13 1 1 INTERIOR 14 15 4 5 19 48.250 DAYLIGHT OPENING os • 4 5 HORIZONTAL SECTION 76.000 •••••• •• MAX. 2 ' HEIGHT "" •'•' .. tRODttCT 1t�Wt� • • • • ' ' ' • • 1112 p� ��14rlIw114 •..• . 34.500 31 s DAYLIGHT k14.01 ACTIVE OPENING �i C�eeai�" 6 3 4 OPTIONAL R aved e: tvisions: F. 613103 D ADD GLASS TYPE ITEM 36 0 VERTICAL SECTION F. 03126103 C ADD 130 -135 2.330 sued 8 : Date: Revisions: F. 10 1Oj11/01 TB, TABLE, EXTR. T e ate: Revisions: D. .655 2 own By: Date; INTERIOR INDUSTRIES D.B. 21 EXTERIOR 1 a Description: p N 2.784 yG3 7itfe: ONS � 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 ALUMINUM SINGLE HUNG WINDOW Robert L. Clark, P.E. P.O. BOX 9529 Series /Model; Scale: Sheet: Drawing No Rev: REFERENCE TEST REPORTS: 1=TL -1889 & FTL -3739 PE #39712 NOKOMIS, FL 34274 SH -7o1 NTJ`' 3 at 5 4040 D structural i 0 1.523 -►-1 1.023 .062 1.187 �-•-- 2.330 .062 2.784 2.710 062 .062 2.029 .655 1.403 .737 T 2.784 .705-►� 1.123 O ALUM. 6063 -T5 2 ALUM. 6063 -T5 ,3 ALUM. 6063 -T5 ALUM. 6063HS -T54 0 0 PRODUCT UVMD 2.274 `� 2.325 � W OMPIP" *VMYr 1.165 �_- .193 • • • .062 1.057 1.707 a .... 1.969 "" •••� ` .062 ...... ... .... 683 .05Q.•..' ....• .050 1.187 � � •••• • ... . 1.097 413 -►1 r- ALUM. 6063 -T5 0 ; --►, 1.350 �-�+-- • • • �' O ALUM. 6063HS -T54 6 7 ALUM. 6063 -T5 8 ALUM. 6063 -T5 Q ALUM. 6063 -T5 0 0 0 QVS O •: e ons: �- F.{ 613103 D -NO CHG THIS SHT 1.451 - 1.019 e F. 03126103 C -ADD 130,33 CHG 14,5 Revsd 8: Data: Revisions: F. 10/11/01 TB, TABLE, EXTR. 49( R evsd . b y. 818/98 Revisions: .062 .791 T Drawn 9y: Dote: - INDUSTRIES D.B. 2 9 98 Description: ALUM. 6063 -T5 ALUM. 6063 -T5 EXTRUS Title: 10NO TE 34275 ALUMINUM SINGLE HUNG WINDOW REFERENCE TEST REPORTS: FTL -1889 & FTL- 3739 R obert '#3 9712 P.O. BO 1526 Series /Model: Scpale:7- Sheet; Growing Na. Rev: PE tctu� NOKOMIS, FL 34274 SH -701 NTS 4 of 5 4040 D I I 1.250 1.250 2 x WOOD ° .:.. v : -° • BUCK v . o . • • v. . as • . 1 X WOOD a ° D• V ° g d LI G 1.250 2 x WOOD BUCK ° 4 BUCK a 114 TAPCON d a #12 PANHEAD a 1. 0 5 O _ 4 .250 --� 250 —' • o A d MAX. MAX 114" TAPCON #12 PANHEAD 250 1 x WOOD 250 MAX. BUCK MAX. TYP. HEAD TYP. HEAD TYP. JAMB TYP. JAMB •• • :00 .... 0 o o o • .... ... 0000 • • • 6 s00 • • •o .. 0 • r /4" TAPCON # 12 PANHEAD PRODtlC7 REVISED . • • p� irir lw pirdi .� 1qr Ol .250 .250 *�-F�' MAX. MAX. . Do cAmd � � a DMiM. p • A 1.500 < 4 1.500 ' e evsd e: Revisions: s F. 613103 D —NO CHG THIS SHT ^ ays o e: evisions: A 2 x WOOD F 03/26/03 C —NO CHG THIS SHT. BUCK Revsd : Do te: Revisions: TYP. SILL �°.. a a e F e ro /11/01 Te, TABLE, EXTR eve ;21 Revisions: D.9 8 1 "37 -- ' a � Drown e�: e: 18/98 INDUSTRIES D.B. Description: TYP SILL ANCHORAGE /� 113 rt►g: 10 70 TECHNOL D RIVE NOKOMIS, FL34275 ALUMINUM SINGLE HUNG WINDOW REFERENCE TEST REPORTS: FTL— 1 889 & FTL -3739 Robert L. Clark, P.E. P•O. BOX 1529 Ser1es /1Node1: Scofa: Sheet: Orawing No. Rev PE #139712 NOKOMiS, F 34274 of s6vatural SH -701 NTS 5 4040 5 Miami Shores Village 10050 N.E. 2nd Avenue r "' Miami Shores, FL 33138 -0000 4 vNr6g V0 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 3/3/2006 Expires: 03/01/2007 Permit Number: RC -3 -06 -514 Owner's Name: MILTON MIZELL one: (305)758-1836 Permit Type: Windows /Shutters Parcel #: 1131010170020 Work Classification: Window /Door Replacement Block: Lot: Job Address: 80 93 Street NW Section: PB: Miami Shores Village, FL Contractor(s) Phone Primary Contractor Total Square Feet: 0 HOME OWNER Yes Total Valuation: $ 200.00 Comments: Reguired Inspections REPLACE EXTERIOR DOOR (BACK DOOR OF GARAGE) 30" X 78" Final Additional Information 1 Type of Work: BACK DOOR OF GARAGE No of Openings: 1 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or / employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $0.60 WS -3 -06 -24002 $124.55 Education Surcharge $0.20 Total: Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $6.00 Technology Fee $2.75 Total: $124.55 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature Miami Shores Village g_ Building Department m e -s< � ; Q 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Q ` . Cq Arl Z/ lc(b Tel: (305) 795.220 BUILDING 756.8972 g �- Permit No. PERMIT APPLICATIO MAR 0 Master Permit No. FBC 2001 - - Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) H J TovJ "VM Phone # 60?) 7S -f !x'3 Owner's Address 0 .0 . iy. 93 S City it l lAAA t S �S State FL- Zip t s Tenant/Lessee Name Phone # Job Address (where the work is being done) __ &3 „u W g 4 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name ]0LAj W a Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # I" 1 2:Eu- r✓,( L $ Value of Work For this Permit --# Q ® C) °= Square Footage Of Work: Type of Work: ❑Addition ❑Alteration FINew & K air/Re lace ep p ❑ Demolition Describe Work: !2'6 •A-c t ExTf Q e �tjdp,n �C c u.� X092 - di�aq4zd� 3e) x 7e' Submittal Fee $ Permit Fee $ // CCF $ CO /CC Notary $ -S Training/Education Fee $ �, LjD Technology Fee $ Z •1. Scanning s (0- M• Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature - JS � 0 � wner or Agent Contractor The foregoing instrument was acknowledged before me this ' The foregoing instrument was acknowledged before me this day of 201 , by _ y i ## day of , 20 _, by As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: - Sign: Sign: Print: Print: My Commission Expires: z MY CO MISS10N # D0 483995 EXPIRES: Ocbber 20, 2009 My Commission Expires: APPLICATION APPROVED BY: tJ Plans Examiner Engineer Chc 45113/03 Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: ztiL _ DATE: ADDRESS: `i AU AA-Ai StkXa —L '3t S� - r Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —w only if the structure meets the minimum code. Initial 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initia 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. 1 understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this day of &y( ti ,20 Q By _�I'TW Y(7111 who was personally known to me or who has Produced there License or " " as identification. 'J A-- F �1 OWNER= of ONICA USSETH DIAZ MY COMMISSION # DO 483995 �s EXPIRES: October 2o, 2a „ 'F'; Bonded Thru Not" Pwk undww mm EIVD Aj. I T. MAR 0 1 2006 • c o op.. y ' .. . 0 i yv .. A? '00 .. t e �f� l�` 0 Bed Room Sun Room "Kitchen AC Garage Living room Dinning Room Bed Room 0 1 2 3 4 5 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• MIAMI DALE • RLIATM C-- DADO.0I4TY. F66111DA • _ C1E:RCr- DAt)4FI: GOER �3UILDIWG • BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 1VdT FIA6dLER S:rRCsk SUITE 160Y • PRODUCT CONTROL, DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 - 2941 F AX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) •• • • • •. •.. •• . ......... . Jeld -Wen, Inc. `• 31725 Highway 97 N. • • • • • • • Chiloquin, OR 97624 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "DoorCraft® Steel" Single Outswing Opaque W/E Insulated Steel Door - Impact APPROVAL DOCUMENT: Drawing No. DC9920, dated 09/25100, titled " Outswing Opaque Insulated Steel Single Door in Wood Frame ", sheets I through 5, prepared by R. W. Building Consultant, Inc., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IM PACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA renews NOA # 00- 1006.05 and consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Nlanuel Perez, P.E. i NOA No 02- 0712.06 ° - Expiration Date: August 05, 2007 Approval Date: August 08, 2002 Page 1 DoorCraft, Steel CC OUTS WING OPAQUE SINGLE DOOR 37-3/4' C) WOOD EDGE INSULATED STEEL DOOR WITH WWO FRAMES O.A. M AX. FRAME WIDTH 36 � r p A MAX. PANEL _ WIT. }, 37 -3/4" z cc O N D A MAX. F WIDT -. GENERAL NOTES I O MAX PANE wlo7 w Q «' 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -DAOF COUNTY. LU ch U 4 - 2. W000 DUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE EEYONO '^ 'NALL DRESSING OR STUCCC. w 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED II z u Qv' 2W o 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: FOR 6'8' WOOD FRAMES; SEE TABLE ON SHEET 2 x Tn m w 2 - FOR 8'0" WOOD FRAMES: SEE TABLE ON SHEET 3 -u ~ D w ~ W z�3 W r- O < w � 0. ° $ �+w _ x osa a �jc Q wQ I 2' .� C O 4 d OUTSWING INSULATED STEEL DOOR (Common to oil frame conditions) _ m Door Le.f Construc6orc 4 4 Fnce sheets- 24 go. (0.020 ") minimum thickness, ° Galvonized steel A -525 commercial quality - AKDO per ASTM 520 with min. yield strength Fya23,300 psi. vt Core dcs'an• Expanded potslyrcne with 1.0 to 1.25 z O lbs. density. vt Construction: steel face sheets glued to expended Z .. polystyrene (EPS), with woad rails and Lomineted - _ Veneered Lumber stiles a wood lock block 6' Height (OPTION) 8' - 0" Height reinforcement. UJI 6 PANEL EMBOSSED DOORS VIEWED FROM EXTERIOR • (SHOWN FOR CLARITY OF VIEW) • • • • o • • • • • • TABLE OF CONTENTS •• • _T� • THEE — # DESCRIPTION i/D� • • •••••• •utlafNa •••••• 1 OMMON G CENERAL NOTES TYPICAL ELEVATION • GONSUITANTS, INC 2 ANCHORS AND EL EVATIONS • • • • • • B1 }6A4.SA�t :*Go* S ANCHORS ELEVATIONS AND BILL OF MATERIALS • • �ES1GN PRESSLJFRE RsaTtl\tG • rt: 91291 00 4 VERTICAL AND HORIZONTAL CROSS 5EC71ONS aFPRGVI:b a 1CC%P +Y(�;G 441TH THE - • • • • • 5 COMMON DOOR MOOS 5 LOCK DETAILS PRODUCT RENEWED srxE, N.T.S, • • wxrp[ ..I" i WCE ED EOU RE EN TER NOT N nox SOVDI f pRIDA BL"UG CODE xECURE40n IS xGEOCD PEayxtELCNf IS tqi xE F 3me th <flo<fda t. F1': • TJI4 • • • • • bxidmg CW, E Od/ Aaeplaoee Na BY ! �x. Br: RW • • • • • • POSrTNE + 5D.0 p + 50.0 -1 'ralian DA, l ' NEGATIVE — 43.0 p.f 53.0 oni a7 PROrc::,C ONT pyt$fnN aiNweJC xa.: • By BU0. tt IOMF I,1•AffE' OFFICE 1fC9920 • • Dl.i n bade Ynxlxn Cunln ACCEPTASCENC. �- /� ��.0,{� • • • • • • rc ; 2 ° ¢ F 6 f -, --� 2i 4 LU 14' TYP. --# — s 177 4 W 14' TYP. LjU ¢ O `� 21 af" KK W 14' TYP. o a 14 TYP. 20 ? } I 8 1B m 3 1 �l 9 14' 7YP. z In 6'8" 6 PANEL DOOR { ANCHOR LOCATIONS VIEWED FROM EXTERIOR •••• j (SHOWN FOR CURRY Y OF VIEW) • • • • • • • • • • t TANTS. INC •••••• • s¢ *aaa t • • • • • . ,92500 PRO CTRENF.WF.D AF4'wlll(µ'yFSCQr /PLYIBG Voteless: ramPV'lR ni!h the FIorid. • Uxidtn Cude S:UTTI Fl BUILDING AKepti ODE j ew TO O b a•.s• 'rZC `� tr«c. er. OWNS* ExPicotioa DNe a7 CM • lY1K..Y: • .. • Dr F trROl OM$iD,Y Mv'xutc NO.; • • Muth tleProdnctCaul WLL[COuPLW=OFFICE OC9920 U 'i • ACCCPTAFCE }0, &V - /� &A • _2 a e• • 1 a - h Q7 ITEM DESCRIPTION 7 A } B 2 2 } , DES..R TION IA 3 tt U Q p Lolch omb i -1 4 x 4 -9 76 ood Jamb w 1 rabbet $ 5 �- z O N thn - w r X 2 c x 1 W f a bbet tomb 1 -7 a 4 9 6 and Jamb) 2 �`'� x I 1 H z _ cod 'amb 1 1 4 x 4 -9 16 Wood Jamb w 1 2 robbc. � C7 4 x 4 butt hinges 12 0..085 f1 6 4 9 X 3 4 PFH wood screw hin a to home I' j O 10 x en into sub —FH wood screw with 1.33 minimum 111 i 1 7 Cl n em edmbuck tll x Z T, r M 9 7p x tl wood screw yp. 9 3 16 to con 1 -1 4 into mason 7 Saddle barrie sioo wootherstri r free threshold 1 2 x 4 x 7 8 extruded alum. 26' E Com res Schle el O -Lon ODS 650 72 X 3 PFH wood screw 17 -in, minimum FY ® 23 300 si, x PFH wood cr w o oil wo d 1.67' x 1.042 - Bottom Roil wood 1.067 x 1.06 zln 0 i tfle w od 1.0 7' x 1.04 ' laminated veneer I mber 17 -1/8' 26 21 (nn�2 rc� 21 Wood lock reinforcement 1.67 x 2.75 x 4.75 t N CO a o o = 4 D or swec not re 'd wit h bum face threshold 34 n O j v In 25 x 2 t , type ' A8' PH. SM . — i a 2 26 < 1 x J' PFH woad screw _ 17 T 1 2 0. o. 27 Kw:kset !lion series lock Z00 t latch z 7 -1 2 P..H, W.S. 17 -1/8 29 screws 8 0 Mason wu 26' — 1 x w buck 8 16 2 x ond ed o t fcne 7,0 l0 1.2 Ib. Densit 1 max, shim s Oct I Wood lock rein orcemenl 1.67 x 2.7 x 17.875 (+ N OR 17 -1/8' ( D 9 p A A" a • -t .. A " B •••• i • _•• ANCHOR LOCATIONS 8'0" 6 PANEL 40AW ••••• �: VIEWED FROM D�iT OR • (SHOWN FOR CU�RITY OF • V"I' • • • • • • • Co. - TANTS, tNC •••• •••• 8 1J.6 41 3� i TROUtICf Ri.NT'WrAl seas R.�►y,•• �� cempl :7:+e ei'1.IAc FlnriJx SdJTA FtORIDA QUILDItIG CO DE Uxta'"Cwt f owe. m: TJH- Aec,pTiacsNo �yI^ lispirn7os wa 110 i . • - • e>,><. er. v o "'tlTr; vl lN`AS�J • • pAw.: a; OC1920 ...,. ,n Prnlncl rbm rjlitC!T`,COQE COltP41r.NCE OTRCE • • • • • '. • • • cc D v z o 33 31 U Q 30 0 3t s• Z �? 7 27 d uU 3 7 uU rl U tl INTERIOR 18 l I 18 15 Li aN Ck:G9' E f2 �`� ° 32 p W m z z lj 0 0 12 v,•. R o 3z, QN 18 13 � � ••P• 20 ..30 1 4 2 1 �i EXTERIOR WOOD OR 13 MASONRY (r°$CAC, OR E 7 FOR WOOD SUBSTRATE HORIZONTAL CROSS SECTION z FOR MASONRY SUBSTRATE 4 (TYP. INSTALLATION INTO 2X WOOD BUCK) ct 2 VERTICAL CROSS SECTION so 4 _ . . z •••••• • uunn, ••• GENERAL NOTE: ATTACHMENT OF WOOD SUB -BUCK 70 MASONRY • • • • • • r�NSUt.iwrrrs, We • 817.684.]83 : 000 TO BE SPEC!FIEO BY ARCHITECT OF RECORD. • • • • • • 25 0 • • APPROVEOW'( .MSPLYWC t',1TN T.? 7RCf7TUCT R h V1 sUtl: N.T.S. • u <omFl�ie;wi:StoeFto6d. SOUTH (*(w+Qv1yt*NOCOOS• --� 7 - s •• 8uiOtwCCade 0 ! /of • �' �RCw.w «no mr�.ns- eY V cm art RW E> '"d*o Mts • • 000 • PRJOU 11MT•q �V15101:/ o�n1NC �- • ar HVILOV. ODC CEOFFIC DC9920 • Mium lull Pt dd,t Coa 000 Dili, ACCEP7At;CE NO. sHm • 4 of S • 00 • 1 r j �^ Ch °' n f z i to a ® ® �� °N-� Lu Q a W QEA DBOL ad j OQ O 9 5r cc a a 00 1- 013 013 Ln a lu a f N ' OPTIONAL PLUSH AND EMBOSSED DOOR MODELS � NOTE: DOOR PANELS NOT TO EXCEED 3'0 X 8'0 w • ' •••••• • �owl.alrTa ••• I • • • • • • fpNSUITANTS, i� • 013.664.363 y • • • P12UDUCf RF.NrWE.D AFPROVED�f�4lflG"I THE 2 0 •• � s xompyiagai:t Utc FMrid� SOUTHFy'�IV &WW;G CODE • sc+v.t: M. . T.S. • uaid.a¢cadr E sst.t i a' ae TJH • • Acacpb Ne 2. (.. BY • cMt Rry • • • • • Expintioa Darr 07 t c • 7q �•1 I Qgmvw N6.: • a`' auttmu COOECOMAIANCEOFFlC OC9920 • pti—i adc F Ceal ••,, • • • Dix ACCEPTAtICENO V' OOG ,T • $ • Inspection Worksheet Miami Shores Village o e - 2vov, - ?(vo 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -22011 Fax: (305)756 -8972 nspection Number: INSP- 105181 Permit Number: EL -1 -09 -1 30 Inspection Date: June 25 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: MIZELL, MILTON Work Classification: Generator Job Address: 80 NW 93 Street Miami Shores, FL 33138- Phone Number (305)758 -1836 Project: <NONE> Parcel Number 113101017002 Contractor: MIAMI ELECTRICAL SERVICES INC Building Department Comments INSTALL NEW ELECTRIC WIRING FOR STAND BY 1_ _ GENERATOR Inspector Comments Passed f Failed El Correction J ��- Needed� Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 July 16, 2009 Page 1 of 1 07/15/2009 16:04 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES X1001 * TX REPORTeac TRANSMISSION OK TX /RX NO 3755 RECIPIENT ADDRESS 93052518986 DESTINATION ID ST. TIME 07/15 16:03 TIME USE 00'50 PAGES SENT 1 RESULT OK i �w n 5 a > a; ore a g e Aloft Building Ai p nt t C ERTIFICATE OF COM PLETION CHECK -- - Required BUILDING PERMIT CARD - Containing final initials of all inspectors —__ SURVEYS (2) FINAL AS BUILT - Required Items. Elevations of building showing a!l intended setbacks from property lines and other existing structures. Ingress l'gress required parking spaces, wheel stops, stripping, aid all paving to exterior. CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION BATE REQUIP.-Ei ON FORM i CERTIFICATE OF INSULATION - (.must be original) _ CERTIFICATE OF SOIL TREATMENT - (for ternii'.e Griginal) CHAPTER 2326.5 TERMITE PROTECTION: "This t3uildi.ng has .received a cojnpieie treatment for the prevention of subterranean term Treatment is in accordance; with the rules and .laws as established by the Florida Department of Agriculturc a n(I C'onsttmer services." I DEPT. APPROVAL LETTER - (only if new septic was installed) Note: If house has a septic tank, approval letter is required from. tile hcaltl lcr _ hINAL CERTIFICATION LETT.CR I +ROM TIME ENGINIEERJARCHITECT (on masunry t:russcs, Special structure, etc.) x PLEASE NOTE THAT THE SAN ITEMS ARP; _.._..__ REPUIRED FOR TEMPOR -ARY Co kc:sideritial Addition Certificate of Completion fee is $50.00. , Inspection Worksheet Miami Shores Village 3'F ZOOS"- 3 tv n n inuM —�, 10050 N.E. 2nd Avenue Miami Shores, FL �NTeg M 4 �con►vP Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: June 25 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: MIZELL, MILTON Work Classification: Generator Job Address: 80 NW 93 Street Miami Shores, FL 33138- Phone Number (305)758 -1836 Parcel Number 113101017002 Project: <NONE> Contractor: MIAMI ELECTRICAL SERVICES INC Building Department Comments Inspector Comments Passed _ Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. - ,�f�tL- �q O Miami Shores Villag g ...... r �t T�Zp EIeclltscaf i Og idanttal 10050 N. E. 2nd Avenue !rlflrTasf�vr� Generator 1 M # Miami Shores, FL 33138 -0000 Phone: (305)795 - 2204 z # Status . #PRRGV tss eitate; ti200 Expiration: 8103 Project Address Parcel Number Applicant ......... ............................ ......... --- ---... ... ......... ........ ..... 80 93 Street 1131010170020 MILTON MIZELL Miami Shores, FL 33138 Block: Lot: Owner Information Address Phone Cell MILTON MIZELL 80 93 Street (305)758 -1836 (305)494 -5222 MIAMI SHORES FL 33150 -2233 Contractor(s) Phone Cell Phone Valuation: $ 3,000.00 MIAMI ELECTRICAL SERVICES INC _......._ ........... ..........._. _..................... _................... ...... ............._..... Total Sq Feet: 0 Type of Work: ELECTRICAL Available Inspections: Additional Info: GENERATOR Inspection Type: Classification: Residential Final Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $1.80 EL -2 -09 -33817 $ 244.03 $ 244.03 $ 0.00 Education Surcharge $0.60 Notary Fee $5.00 Check #: 2003 Permit Fee - Additions /Alterations $225.00 Scanning Fee $6.00 Technology Fee $5.63 Total: $244.03 11 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. February 05, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy February 05, 2009 1 Miami Shores Village - L Building Department ��� w S zoos g p �. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY .._ =�� Tel: (305) 79 .2204 Fax: (305) 756.8972 •...... BUILDING 1 WQ Permit No. Q " 36 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type Electrical Owner's Name (Fee Simple Titleholder) Phone # Owner's Address _ ?''O l J, W. J 3 S i City MIAMI 3+3A�t State FL Zip 3%% so Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) )[' City Miami Shores Village County Miami -Dade Zip 3 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name _Il./la4 4 V tC�� Phone Contractor's Address (o771 NU) 1 Ti, City Mast( State F(. Zip Qualifier Name -05"44 w Mca ( Q. Phone # �r� g -g �� Z State Certificate or Registration No. Certificate of Competency No. O3F OOC E -MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ U 0.0 Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration �ew ❑ Repair/Replace ❑Demolition Describe Work: rzi4 ty A40-W es� 4rjgG 6A m4 4 6 Submittal Fee $ Permit Fee $ �zs�o� CCF $� // CO/CC Notary $ Training /Education Fee $ `000 Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ p(*.Oz) 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. 1 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must - promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Signature (' q oOwnerorAgent Contractor The foregoing instrument was acknowledged before me this 2 a The f going instrument was ackno ledged before me th day of 20 09 , by dU r V40 h wl i Zc!� ZL day oLXAU0 2t, by who is rpe sonaU kr noon_ to me or who has produced who tification and who did take an oath. NOTARY PUBLIC: tlAY t.� ARY PUBLIC: ' •.•. CARMEN MIR . * ftWl0N#'DD * MY C �� �3 Sign: , N EXPIRES: Juneg, Sign: �1 Print: Print:G My Commission Expires: M Commission Expires: Y p APPLICATION APPROVED BY ��'s�'� /Alans Examiner Engineer Zoning (Revised 02 /08/06) Go 7 6 - o q J w cam►, -- � 0-7 - 0 --7Yzl M odels:&562RES )) \' OMWP� KOHLER.POWER SYSTEMS LP Vapor /Nor ural Gas Standard Features .0 9101 • Powerful 4" 'Str^^s NATIONALLY ts7Eg o The Model 12RES is the only generator in its class powerful enough to start and run a typical 4 ton (48,000 BTU) central air conditioner • Designed for easy installation • Polymer base eliminates the need for a concrete mounting pad, reducing installation time and cost 0000.. • Fuel and electrical connections through the • • enclosure wall eliminate the need for stub -ups , • • • • through the bottom • • Quiet 0 . • Quiet operation: 65 dB (A) at 7 m, similar to a 0%06 6 . 6 typical vacuum cleaner 410080 6 66666 • Sound enclosure maintains neighborhood solitude s • Internal exhaust system with a USDA Forest • • . 6 0 Service- approved spark arrestor • • • ADC 2100 Advanced Digital Control is designed for • • � 00 000 0 today's most sophisticated electronics • UL 2200 listed (60 Hz models) • Digital electronic isochronous governor • UL listed to Canadian safety stands J • Digital voltage regulator (60 Hz models) • LED display provides diagnostic capability • Emission Certifications (60 Hz model �yv o California Air Resources Board (I ------ • Engine features for both LP vapor and natural gas • Digital Spark Advance Module (DSAM) optimizes (field - convertible) engine performance for natural gas and LP vapor o Meets Environmental Protection Agency EPA fuels (12RES only) 9 y ( ) nonstationary unit requirements • Simple field- conversion between natural gas and , Kohler Ca provides o" `source responsibility for the LP vapor fuels while maintaining emission certification generating systemecesories • AC- powered 6�amp battery charger • Generator,eet and corriinnenis are prototype- tested, factory- built, and production- tested • Integral vibration isolation • A two -year limited warranty covers all systems and • Rodent -proof construction components Generator Ratings Model Generator Standby Amps Standby Ratings, kW/kVA Series Voltage Phase HZ Model Natural Gas LP Gas Natural Gas LP Gas —� 8.5RES 120/240 1 60 2F4 29 35 7.0/7.0 8.5/8.5 8.5RES 115/230 1 50 2F4 27 33 6.3/6.3 7.5/7.5 12RES 1201240 1 60 2F4 43 50 10.4 110.4 12.0112.0 12RES 115/230 1 50 2F4 40 46 9.3/9.3 10.5/10.5 i RATINGS: Standby atio a to installations served Y gs PWY by a reliable utility source. An single-phase units are rated at 1.0 power factor. The standby rating Is applicable tovarlable loads with an average load factor of 8096 for the duration of the power outage. No overload capacity Is specified at this rating. Ratings are In accordance with ISO - 3048/1, 9S5514, AS2789, and DiN 8271. GENERAL GUIDELINES FOR DERATING: ALTITUDE: Dwate 4% pw 305 m (1000 8,) ell"al'nm aixrve 1153m (500 fl). TEMPERATUAE: Derale 1.5% pw 5.5 °C (10 °F) temperature irxxease ubova 18 °C (80° F). Avallabilityls sub(eato change without notice. Kohler Co. reserves the right to change the design or specifications without noticeand without any obligation or iiabiiitywhatsoever. Contactyour local Kohler Co. generator distributor for availability. 3 " Due to the cycling operation of marry electrical appliances, the generator set may not run all appliances simultaneously. Check the appliance manufacturer's specifications for actual power E requirements. Consult a Kohler@ Power Systems professional for your exact residential power system requirements. 1 64.97 (8.5J12RES) 12/04d s i i Application Data Engine Lubrication Engine specifications 60 Hz 50 Hz Lubricating System Manufacturer Kohler Type Full Pressure Engine: model, type Oil capacity (with filter), L (qt.) 1.9(2-0) 8.5RES ....................... CH2O 4-Cycle Oil filter: quantity, type 1, Cartridge 12RES ....................... CH740 4-Cycle Oil cooler Integral Cylinder arrangement V-2 Displacement L (cu, in.) Fuel Requirements 8.5RES ....................... 0.624 (38) Fuel System 12RES ....................... 0.725 (44) Fuel types Natural Gas or LP Vapor Bore and stroke, mm (in.) Fuel supply inlet 1/2 NPT 8.5RES ....................... 77 x 67 (3.03 x 2.64) Fuel supply pressure, kPa (in. H2O) 1,7 -2.7 (7 -11) 12RES 83 x 67 (3.27 x 2.64) Minimum Gas Pipe Size Recommendation,'In. NPT ' Compression ratio • • • •' • • + � • + 8.5RES ....................... 8.5:1 8.5RES 19RES • • 12RES 9.0:1 Pipe Natural Gas LP Vapor Na tai bas LP Vapor • • • .: • Length, (132,000 (180,000 (1$3,�Q' (2p3,0pe , Main bearings: quantity, type 2, Parent Material m (ft.) Btu/hr.) Btu/hr.) �tA/t,R)• Btu/hr.) , • +•. •; Rated rpm 3600 3000 8 (25) 3/4 112 W4 g/4 • . , , • • Max. engine power at rated ' • • • • + , , rpm, kW (HP) 15 (50) 3/4 3/4 t • :3/4 , • •: • •' •• •• •••• CH2O, LP vapor ................ 11.5 (15,4) 10 (14.0) 30(100) 1 1 • • 3,,, 1 "• • • • CH2O, natural gas .............. 10,0 (13,4) 9.1 (12.2) 46(150) 1 1 •1 1 /4 * • 1. , , ' • CH740, LP vapor ............... 17.6 (23.6) 15.8 (21.2) 61(200) 1 1 ' • ' • + •11/x', •1••• • • CH740, natural gag . ..... . . . . . . . 15.3 (20,5) 13.8 (18.5) , +, , • + W. Cylinder head material Aluminum Fuel Consumption at % rated load • . + • • Valve material Steel /Stelfi e® & 12RES Piston type and material Aluminum Alloy % Load 60 Hz 50 Hz 60 Hz 5o Hz Crankshaft material Heat Treated, Ductile Iron Natural Gas, m (cfh) Governor, type Electronic 100% 3.7 (132) 3.3 (118) 5.4 (193) 4.8 (173) Frequency regulation, no load to full load Isochronous 75% 3.2 (113) 2.9 (101) 4.7 (163) 4.2 (148) Frequency regulation, steady state 4.5% 50% 2.6 (93) 2.3 (83) 3.5 (124) 3.1 (108) Air cleaner type Dry 25% 2.2 (77) 1.9 ( 69) 2.6 (93) 2.4 (84) Engine Electrical LP Vapor, m 3 /hr. (eth) Engine Electrical System 100 2.0 (72) 1.7 (61) 2.3 (81) 2.1 .(74) Ignition system Electronic, DSAM 75 1.3 (45) 1.1 (38) 2.1 (75) 1,9 (68) Starter motor rated voltage (DC) 12 50% 1.0 (36) 0.9 (31) 1.8 (60) 1.5 (53) Battery system: 25% 0.8 (29) 0.7 (25) 1.2 (45) 1.1 (40) Ground .............................. Negative LP Vapor, kg/hr. (Ib./hr.) Volts (DC) .. _ .. _ ....... . 12 100% 3.7 (8.4) 3.2 (7.1) 4.3 (9.4) 3.9 (8.6) Battery quantity ....................... 1 75% 2.4 (5.2) 2.1 (4.4) 3.9 (8.7) 3.6 (7.9) Recommended colt cranking amps 50% 1,9 (4.2) 1.7 (3.6) 3.4 (7.0) 2.8 (6.2) (CCA) rating for -18 °C (0 °F) ........... 675 25% 1.5 (3.4) 1.3 (2.9) 2.2 (5.2) 2.1 (4.7) Battery charger, ampere rating g LP vapor conversion factors: 8.58 ft. = 1 lb. 0,535 m = 1 kg 36.39 ft. =1 gal. Nominal fuel rating: Natural gas: 37 MJ /m (1000 Btu/ft. LP vapor: 93 MJ /m (2500 Btu/ft. i I G4-97 (UO2RES) 12/04d i Alternator Controller Alternator Features S • Compliance with NEMA, IEEE, and ANSI standards for temperature rise • Self- ventilated and dripproof construction • Vacuum- impregnated windings with fungus - resistant epoxy varnish for dependability and long life • Superior voltage waveform and minimum harmonic distortion from skewed alternator construction • Digital voltage regulator with m1.5% no -load to full -load RMS regulation • Rotating -field alternator with static exciter for excellent load response Advanced Digital Control Features ...... • Skewed generator construction produces a smooth • .... AC waveform • Compact controller • • i • • • • "� ° • Integrally mounted to the generato?IM: • • • • • "' • • LED display: 0 0 9 . 0 • P Y� • Alternator Specifications Runtime hours . • • • • • • : 00 • • • o Crank cycle status • • 0 0000 PowerBoost' Generator • • • • • • • • Specifications o Diagnostics • 0 ••• 0 0 0 0 0 o Application so P 1•Phase .• .• ••.•- software version 00 Manufacturer Kotder :00:0: 0 • LED display communicates faults; Output reconnectaWe 120 240 / ' o High battery voltage 0 • . " " 0 • • • • :. T ype , 2 - Foie, Rotating Reid o High engine temperature ' 00 • : • • • • : Leads, quantity 4 o Low battery voltage 0 .0•. .0 0 Voltage regulator Digital o Low oil pressure Insulation: o Overcrank safety NEMA MG1.1.66 o Overfrequency, Material ...................... Class H o Overspeed Temperature rise .............. Class H o Overvollage Bearing: quantity, type 1, Sealed Ball o Underfrequency j Coupling Direct o Undervoltage Amortisseur windings Full • Membrane keypad for configuration and adjustment: o Password - protected user access to menus Voltage regulation, no -load to full -load o Voltage g ain, and adj ustment s peed ad RMS m1.596 9 � 9 � p ) One -step load acceptance 100% of Rating o System configuration: system voltage, phase, and frequency settings, battery voltage, and generator set Peak motor starting Wk model 8.5RES ...................... 23 • Master switch: Run /Off Reset/Auto 12RES 32 • Remote two -wire start/stop capability • Superior electronics protection from corrosion and vibration: o Potted electronics o Sealed connections • Digital isochronous governor to maintain steady -state speed at all loads • Digital voltage regulation: ± 1.5% RMS no -load to full -load • Automatic start with programmed cranking cycle 64-97 (8.5/12RE5) 12/044 r t KOHLER CO., Kohler, Wisconsin 53044 USA Phone 920 - 5653381, Fax 920 - 459 -1646 For the nearest sales and service outlet in the US and Canada, phone 1- 800.544 -2444 KohlerPowerSystems.com Standard Features and Accessories Standard Features • Two -year limited warranty • Advanced Digital Control • Polymer base • Battery cables • Fuel solenoid valve and secondary regulator • Line circuit breaker • Oil drain extension with shutoff valve . . • • • . • Rodent -proof construction •.' "• •; • • Critical silencer ...... • Sound enclosure, quiet 65 d6(A) operation , • Sound - deadening, flame- retardant foam per UL 94 :' ', • ": classHF -1 "•• • •.. • Spark arrestor, USDA Forest Service- approved .... • GARB- and EPA - certified fuel system ::a: . , , , , • • • • � . • Mutti -fuel system, LP vapor /natural gas, field- convertible ; o ' • 6 -amp battery charger •, " "• • • Designed for outdoor installation only • • • • • • • • .. • Accessories Controller ❑ Relay kit, includes run relay and common fault relay Electrical System ❑ Battery ❑ Battery heater Dimensions and Weights Fuel System Overall Size, L x W x H: 1079 x 774 x 826 mm (42.5 x 30.5 x 32.5 In.) ❑ Gas strainer Weight: 186 kg (410 lb.) ❑ Braided stainless steel flexible fuel line Shipping weight: 195 kg (430 lb.) Maintenance C3 ❑ Maintenance kit (air and oil filters) ❑ General maintenance literature kit H ❑ Overhaul literature kit ❑ Production literature kit Starting Aids W L ❑ Carburetor heater, 120 VAC (recommended for reliable starting at temperatures below 0 °C [32 NOTE: This drawing is provided for reference only and should not be used for planning Installation. Contact your local distributor for more detailed information. Transfer Switch ❑ Kohler automatic transfer switch DISTRIBUTED BY: Miscellaneous Accessories cl U a 2003, 2004 by Kohler Co. All rights reserved. G4 -87 (8.5112RES) f2104d 8 I 7 I 6 5 4 3 2 I OCCUPIED STRUCTURE OCCUPIED STRUCTURE OCCUPIED STRUCTURE OCCUPIED STRUCTURE 0 RONT END SE SERVICE DOOR ' V RONT END. l ow- 3• SERVICE DOOR SET zi ° < z�� < FRONT EN �z y a C SET SERVICE DOOR °a SET ww z> FRONT END < c Q6F w SERVICE DOOR F i y 4' JJAV B D AT EXN4y§T EN - _ 6" UKAVLL ON A (NIN 510t; <�� W \ -LL= °3F m¢ LAWN•FURNITURE, o <- SENSITIVE PLANTS., - TC. ti � ACCEPTABLE 11 EXHAUST IS AIMED AWAY OR PARALLEL TO STRUCTURE. a ° 2) EXHAUST IS NOT DIRECTED AT PLA'' AREAS, PATIOS OR - OTHER AREAS WHERE PEOPLE CONGREGATE. B -' 3) THE NEAREST WINDOW, VENT, DOOR OR SIMILAR STRUCTURE a zo $ - OPENING IS AT LEAST 5' FROM THE EXHAUST END OF THE SE`. 4) SET HAS PROPER OFFSET FROM STRUCTURE. I) EXHAUST )S COMPLETELY AIMED AWAY FROM THE STRUCTURE. 5) WINDOWS 3 DOORS ON ADJACENT WALLS ARE CLOSED. 2) EXHAUST 15 NOT DIRECTED AT PLAY AREAS, PATIOS OR OTHER AREAS WHERE PEOPLE CONGREGATE, 6) FURNACE AND OTHER SIMILAR INTAKES ARE AT LEAST 10' FROM fO - - 3) THE NEAREST WINDOW, VENT, DOOR OR SIMILAR STRUCTURE EXHAUST END OF SET. OPENING IS AT LEAST 5' FROM THE EXHAUST END OF THE SET, 7) WEED BARRIER AND 3' THICK GRAVEL BASE LOCATED TO PREVEN 4) SET HAS PROPER OFFSET FROM STRUCTURE. GRASS 6 WEEDS FROM GROWING TOO CLOSE TO THE SET. 8) NO PLAN SHRUBS OR OTHER COMBUSTIBLES ALLOWED IN 5) WINDOWS & DOORS ON ADJACENT WALLS ARE CLOSED. GRAVEL AREA. 6) FURNACE AND OTHER SIMILAR INTAKES ARE AT LEAST 10' FROM 9I SENSITIVE PLANTS, PATIO FURNITURE, ETC, ARE AT LEAST 8' FROM EXHAUST END OF SET. • • • • • • • • EXHJWST F61D OF SET. 7) WEED 3ARRIER AND 3" THICK GRAVEL BASE LOCATED TO PREVENT • • jt� IFE. T: OVMERW MANUAL FOR OTHER INSTALLATION CONSTRA N - S. GRASS d WEEDS FROM GROWING 700 CLOSE TO THE SET. • • • • • • • • • • A 8) NO PLANTS, SHRUBS OR OTHER COMBUSTIBLES ALLOWED IN ••• ••� •�: ••• • • •• GRAVEL AREA. _ .11 Pat MfVIIIW fY Mf 9) SENSITIVE PLANS, PATIO FURNITURE. ETC. ARE AT LEAST 8' FROM c 4 - do•o4 EEEdNEFT I;SN_ETEAOOED. [)225f1 Ns�+"+�"'�' - " 0 f -do•0a 0 -7) IR iE0AE1 NOTEd UrOATED• (0-3 f:i { }'' 'OM[f M tliitMf. Will. 01 Oif.. 6f.4, EXHAUST END OF SET, ACCEPTAOLE NOTE Ui0ATf0• (T2ff1) Ell: i+wtS'i' xY i�OEUTT Lb$1111 N.1. refit li'� " • • • • • "•• oEfu T I. n ��ECOii.i�'vib.uf . a 10) REFER TO OWNERS MANUAL FOR OTHER INSTALLATION CONSTRAINTS. • • • • TLSA1>S • • • • • • arrManf uTf C7�YFNSICIN PRINT • � � • • • • MRS 1 -da -04 yw .f.i ,� f •t E • • • w • • • • "^'d -io o� ADV 6823 D 8 7 6 5 4 3 2 1 ••s • • 4 • ••• - • 8 I i I 6 I 5 d 4 I 3 I 2 I I —INLET INLE` 1 UEL STUB -UP (1/2" NPT FEMALE) 101 [d. 07 i D . : w w —EXHAUST INLET SUGGESTED 3 ELECTRICAL INLET �\ S SERVICE DOOR SIDE —INLET INLET 0 ( VIEW A -A OIL FILL CA P AIR FILTER OIL DIPSTICK JN /OFF /RESET /AUTO OIL FILTER S''AI TCH 675 126. 61 1 EQUIPMENT LOCATION A ELEC`RICAL CONNECTION O EXHAUST PIPE Wl—\ TO CIRCUIT BREAKER / / I SPARK ARRESTOR OAD !,• C CIRCUIT BREAKER l ! ! Y B nLTfRNATOR 3ATTE11 CLUDEDR I I AIR NLET BATTERY LOCATIO (BATTERY NOT INCLUDED) ---E XHAUST OUTLET a • I 4X 0-38 [1.501 \ LIF - ING HOLES BATTERY GABLES (INCLUDED) IN I • ••• i -01L j! VALVE 774 C30.51 1 / ITO 7 : • : • • • • • 1 0 18. RS VIEW A . • (END PANEL REMC•VED A A W/ •• ••♦ ••• TO SHOW DE TAIL7 E-04 A[yltia y[ I.WRnm 1 � 7D -4sa 3 rom7A>TE AC)IDV[D;TRORT, n RtWtlat TacA craua, �c n m D.3.A. (DOOR p DAN =L DISCXA0.0E a 3E VICE A NO E AD)E0; (A - 1) :i 1; ' RI. o.... fl EMOV D TO SNOW OETA I L )• • • sRE[7 2 ADOEO. 1722307 MRS ta[1'�' wr"' fYO1 .AOrcnr t YRT a 0 IT IR SE• i 2 2 7 T il��yl Rs W.SA,W � • • IMaTAU R.TF iANtc�wllHt� r.YNt • • fWS S•2D -0] 'MEIGHT W10 5ATT"Y: •S *Kg C400t S1 AJO s- 0.43 ' ttc �� "Tt --� a 3•m•R3 /WV 6823 D 8 7 6 5 4 3 2 ) ••• • • • • ••• 4L 1 5 %2005 1.x:3 F X 928 NIiRH:lLL POffEn ^ ^SS'S I'D ft !�!iftiJ SYSTE\4�' I l,-• K- POVVE a- , anster Switc 0900 _�.. Standard Features Transfer Switch W.;PJNA!tT NC:.I:iLh 6 UL and cUL ct4,!, r rc• er� L i.4o Wi,h Io,trJ nt � a re U r_,7 .i:;Ic;c. Irte it= 25:E!r5 Model!3 w load cun;ers ant' ('I_ I UU ; lis;cd, file - ,:iY 0000 s ti ss1 - sr 0 Al! rnod @is .ere UL Ij: ?L•3(J to C<!r"Iad!..in s. 51�InCIe'f1C!' • • eau a) 220/'2.JQ V /�C, s.0; (,0 !.'. �UinpOr) • • • • • • •.. • f R q a ; r _j = Two-pole, Singly - ph sc open-transition lt(1�1 1�?,S!t�i,lch • ••• • fi y # f ` ( .is,,,,,r _ 0000•• 0000•• r t 4 fi k S} w s Contaclor electrically and mechanlC9lly Inl^riocked ' • • C r. 1 ••• •• •0000• Double throe, inherently interlocked dc!siyri. • • •' • • '• • • Solid newral 0000 • •• • • Contactor manu.31ly operable for rnointonlr!ref4lpo °.8s :.. , ni � ••• 0000•• Sliver alloy main contacts. •. • • • • u a All models are 100% equipment ralor 3rtj1 canes L? ttpplir•J �IRI�r: 000 000 rated Curren: wi!hour doralinr • • . 0000 a A '3F iaF A f c1' .. •• • R ♦• 0.0000 t 100 and 200 ,amp ntodels ,wail ,�ls :'nth r.ir v:itr,n i ut provaro , • • gig t ` Square D type 00 load cent +c.r: 0000 100 amp lo.acl center rnodelS U::N UlYND 12 I:IICI.Iit hre.tr-.rr, •;' r ,; a Acr �`{ti s r= 2.00 amp load center rttodr!, use up to 2r1 rirc!Jlt breakers '•;ores; 3v +.iL'aol9; o !'dEtvf ,Type 1, r Indoor irts;all ;ir.r!. 100 arltp mo :'.ith and w thou[ o; c mers and 200 amp models without load c:;:nters can h6 rNceS�; mounted bRomo )n '.vdil StUd^ NEMA Type JR, padlockable and approved for indoor or ouldoor installation 2-year e .' , , r od ylarraril inolur), d -- ---- r>rlr /r`,r` r ,llfs C:r�tf•oi(r ! - -- Eil "Ironn.),21 ani � rccitt. ;1Uons - -- I Ise friendly ! erface with teary -!U r,:au inturn tional sv nr:!u CJ(.tnr�IiU j'C:Tll 11Jlrn _ '_o'C to 70 r- :, L;•'15, I - r Sourcrt ;tvall,tbltt and coolc!ctor position Indlca;or oforogra tuntporti;uro: - 0'C to S5 ^C ( '0 ^Fro 185 "F) LED ind!cat!on of sy�lern faults. Humidi. T ' S to _.,"•s, ncnccndt.n:alrn; _, - - -`-- -- ---- .. - r;tlltiry 10 ',icqulru $tarl'd sourc -:. - -- -- Contact I?;Ilinys 1= @11ure to transfer Ernline srtin 0.5 A to 125 VAC, I Auxillan/ switch fault _A@30VDC o , Common iau ft rontart: latches closed on ; r"ni faults r:hov. +n _ _ ,r 'T nornTr! cics, „ +cJ rCdC) - I -1 Sl e Gommon L7 abov U1. +.- ... ---- —..- i I, S A i` 1 25 VAC A (v ?0 VDC I u Engine ^.taxi Contact. ptpvldLPS cOnt•FtCI cbstJrC r 'hl t� SraR t ilE:nE;r ;trar normoi open (N0) j $Cl 120 VII.c I. Lo ad CCrCrn! in ; lrtUU r - i 'al ; tiivc - :'sU --- - --- -_ .p. rl��f;itb�i 'sit ii %17) I: - r ".0 'il ?f +CO�LI•�, jC'r :IC:n,9!) + 5A :ii VAC ,. Tri: t !,1!f It ^.1 Iv/I!II or 1•.'IO ll'od; __.. - - - -- ( S L cei Lunen: Sou rce Sen;il %N3- kly 20- miii;t? generator ;t.•t c'icrCl e \ /Ith or v, , iihout load s Snc,le -j ha>:e voliaqu Fonsing on bc,th ourrt , Und!:`frc iu:rn_, ,repo 7 C) U2 pic'.:u Llnr� - llne. frequency ensin <., an time del @; ],t -i;rt It• +: cN RCT :u.cnauc Trun:dur :;mll:_gj 11/1512'6 13:15' FAX 928 lrilRlfaLL POWERSYS'i'EMS f iilp Contac Ratings will Coordinated '%ircu;t B ea rz€?i S The treutslul' sviiwios oro UL 11saed et 240 VAC rie.xirnurn. Tho lollov: ing tr.7bie iisu contactor v i!hs:rr:d current ialing N%IC for 100 -400 swilchos with Spociiic n:rrnl;t,u uror's cirmmt broAker.; per UL .ind CLUiudian sof i!y st.,ndards. ui[ab' +a for cor:!rof of mctrr olon!c dlschalg >. lamp., ,uogl lil:':men l:_nrrs and olectri= hOINin11 cg :vh,c)rw Inc suln of nto!rr full-load otnpnre ratirps and :he em pore thingti of r;ih r leads do nu :.xceed ^,;a .;rnprrr6 ratinG 0 Mr. 3:dtcn ;mil flit tuns.. -,ton load does not Pxryyd 30 portent r:f rwl(ch ro'inq. - - - - -- V JCR 1 "fnN vllth S pocific Manutac , ; Aoldod - C;isF. Circu Gre akur: -- - - - - -- i Ra11ng, Symmoirlcal 61Gxlnurrn j Amps Amp. Manufacturer 4 Type, or Cl ao:j I Slxe, An fits FCL, F9 !! 10�) C�!lor•l'larnrler oeHw ilia ! 2�ene rDDC _ - -I lsso I + j SquOre D Ff 100 j ! F E — _. Slonxxr - D C EDE, i0e, HEN, HE N • I I ?!P • F0, 1'IFO JD. JDII, !•IJ - ' - • • • • 2; • • • • • • ! C.lrc, I • ,JD._JD$, FI D, JOC -- .... 25Q - � - • • s D:: KD. 'CDI }, H.W. KOC. L CI. . I_N • j !i }j _j • • • • • • 2uU ,Gf:O ! -- Crluuna D YI -- - -- -- ° - -+• • • • • • • Slcunon —j FG:3 -d 'r'�:GG -r. HFD:: CFDG 7= �' ? _ • •1 • • • • • ThL, THLt — -�� • 75 • • • •' •••• i 'E SF. 3FL. SFP ' • • • • :::ry �_ - -y • FCL. FO r -MC • • • • •. - 100 • FD, F DC. HFD • 1 SO _ _ j • • H•JD, JD, JDt3, JDr. • i sp • • • • • • CuUcu- Nr;mmr3r HKG, XD, KDD, KOG, V'. TRIPr,f , LCL, DK, CH: {0 - T • �• :rr % • HLD HLD, LOC, CLDC - ! pr� •� Na rR1 -P j 9 000 • ; J FC FH. FI i I KA KC: KH, KI ^- -- — - V _I 1.50 i Squt:ue C L4 LC, LE, I J - U. Lx, t. { LI 1X1 LX, LIS, LG ----- -_ -- -- - I - ` ' - - j GriM, t ?DE, FI 'cpJ, I- _ D•i ----- __.- _...- •-- ------------- -- ---{ i I jCFDS•HFUI7 .'FN,FXOG - - -- ------ ------ V- - - - - -- -- --- i G'Luu, SCLDG, HHLDG, Ht1L:(Oh, ZHLD HU) rr"D - - I — CIAN. SCI1DB, HPHDB SHIAD6, HtAXDC. .1De, I.IX. CF25:,1_, GF25DH -- - -- - 1 I C,1 0 t00 CJ 4QDH , CK400N -- ' - - -- f.9Gr11n Gann iJ:iC7oFl Gr I CK000 f. CK00014 JH° !L r yr rtl�� s =a1 i� C i ii14 i7� vilJ Enclo!:ura Type ! Amp^ I I_a.3d Cnntvr i W01 ;111_t,, kq jlb.) I _ - fJlnlrm;,lcn::, His W x G, mm (In.) _ —_ .- - 100 ! Hone - - r - -- ' -- - - .- .. -_.. IQQ + 12 Ciruh'l 12 (2ZG) I ;17 is . :J r 16 (2.7,0 r- 13 0 x G .G1 ) pIELA i ?OQ Nonw r ?.. 61 e x 330 x I �- -- - -- .. - - - -- 0 - - -� 1 ( 26.3) Si ' !2•,. x 13.0 x t i. 6) -. - - -- i 2J Ci I ;!U,•I (:5.0 I a t e x JD -; x 1 S4 I�r,',U x I S,U .. r'..C) 0 0 _( HopG 52.0 t 11 S) I 22'j x 561) 'x ? •: f J.,, i x 22,0 x 1 1 _ 1 C70 Nn r,o ,1 U 613 .ylU x 177 (: i. I i 7"!1.) j 100 1 2 eir - .5,3 la',Ni G,:: . 3 0 r 1 ;2.0 15. x i.Gj i _. _ PIE,1:. H _ O.0 I : _- iS.0 - (33,0) 613 40 17; ( ?a.i x IS.n>. Gj OC i 2 W. , .5' l I )i 7'10 1;, _ — . _—. ( — I 1. . R 7 00 _ -.— 00 �.� 1 1 11 `JI 6, 1G in. Or_, t•:.�II : utl'.. 11r15 /20 05 1.1:1.8 FA 928 N(`lRIli:11_f., FOWERSYSTEMS ! .3 Time Dela t Cables Sizes j Ad)uslment with I At-ICU UL -Urtod Soldorlou9 Scrow -Typo Ttlrrninalr I I for Exlornal Pownr Connoctlons _j Factory Accessory Board' ! -- c Flan cot vlro ,L vr,, Cu Al Ran e Increment Switch 9' l Time Gem - Setting 9 I j I Slzv, I Normal, Emergori Load, I Enqine Start + 3 sec, 1 - coc. ; 1 seco j I I A rne — Ground P +end Neutral j F fer from Norm 11 t0 I 3 sec. I I -10 sec, I 1 Second i 100 .115_ to 'U O AWG ; 1 ) 111 t o N4 Ai Cu Retrt fro rn 1 _ 200 (1) 1 AVJG to 250 MCIM i (1) 914 to im h NG Cu r, min, 3 -30 n n. 3 minutar I I En7erge'r1eY to ; �r;maJ I (2) 91 i0 AVdG to 250 kiCIO or 400 (1) Jl i (1) 14 G to 6'00 !MCI•:I I ; t0 1,'0 4V" ! En 1 minul0 glnu Coo ldown ! 5 ra !_ 1 -10 n,in, _l l x0r:.ltea Run Tim 20 ruin. 5 - 50 mlr. I S minu: ! 1 week;2.vribk Excrcire Inlorv:9i� 1 wnGk. _ (DIP Svdiich) • • • • ❑ Accessory booed • • . � Load Control Connection I y rain i 5 or 10 m!nutGS 1 Alarm horn indicatr-.s system tz U't • • • • • • • • • • • Delay I (DIP i v,itch) • Adjustable? time delays; 0 090 00 i • • • i • • • Foilur rric� Sourco to Acquire I i • Erner • : • • • i • 79 rec. NA Engine start 00 • • i Un dcrvoltaq 'a Dro 0.5 ;:c. NA o Engine cooldown 000000 : • • • • • • •: I n Preferred to standOy •••• • Und crfrequency Dropout 3 : nc, f NA I • • • • • • • • c to referred 90000• Optional • •• • • • ac r y. ' cl / ) is I �tandbY P • • • •. • • �e;,�r board f +l u,rr ?j et lii„i9 df)Irlt ld U�Imen � � • � • • • NA = not udt ; mVp , Exerciso duration • • • • • • • • 9999•• • Inputs ern:l 001p1JIS; • • • • r^ a ll • 006 6 0 • C ✓� ✓i�es i"i �`tc 11cic a'C�c� o I?cr7lotc ;;[.3rt/stopinpul (I:,;�r1_d) * 0000 0 9 .99•. a o Proorrnrn.ablN ext7rciscr in3:y�• • • The ATS me- Ms or r?xcer_ds the requirements of the foilowIng • • • ; 0 " • o Gener-itoi set ?upplyinn load output: • • • • Specifications: 0: 10 A (51 120 V SPST norrnrally open (NO) con ; 'ict • Undcrv,'riters Latboralories UL 67, Enclosed Panel Boards $ External alarm module COnruaOticin (load renter models) + Dip Svlilch'es: 0 Underwriters Laboratories UL 1009, Standard for Automatic 7 week/2 week exerciser Transfer Swilrhes for Use in Emergency Systems i Load /no load exercl.e erode (for oplion�il ( + Underwriters [_aboralorics UL 508, St2ndard - for Industrial prOC rarnm role uxorcisor) Control Equil :,mc:nl o DAornonlar,;nl;aintarned external staitlsiop input: • HFPA 70, lJ !;lOn, -al Electric 71 Code Selects rnrrn:Anlary (1 second) push button cr , IFPA '110, l iner,gii and S1,1110by =ov; ar Sy _I r1i niafn!rlrle'. conmci ClnSUF9 for remote st:rrt''siop cign,i! IEEE Siandafd 4 IEEE FIecnrl'if,Icnderd pr; r[ics for Lord contra!, !i r iinult =. ;'10 minutes: h,l!uv /!i: i ci uslnir >nt of the 51•arvi J de•la :Ater ir<tn; fir If and ;ini Standtr f- c':•.oer ::,y<,,�:.t „s for i�on7ir''r01a1 1 f Y and indu;tr:ral '.pplicof oflS genrralor Sat for sulo�cted lo21(j` (d.c'1. )ir condlJoncis or + :'•1Et71:' 1 ICIi) -1993 (lOnilUrly ICS'2 a•t7), 0!he9r 13!•'; Ee niOlt_ir :;i3rlin4 AC Automatic Transfer Svritches, AL 1dIblCi alarr i d s • ANSI 037.90.1 (IEEE472), 2000, EFT /Surge Roiay Sy�,torns ❑ Auxillary posltlon- Indicaling contacts + ENG1000.4.5 Surge Immunity Class -I One closed on normal posltlon and one closed on (volfagr•,• s:>nslnq and programmible inputs only) ” emergency p0 ?iDCu, • EP1B1000- , Fast Transient Imniur iry Sevenry Lr±vel 4 m Form C contacts fated 15 A (d 277 VAC i + IEC Spec.ifications for EMI /EItAC Irnmunl[y, U Prograrnn,able t.xorcdLUe -r C SPFi '11, i;adlat ^d -ind Conducted Ennis ^,ion,, Class B Seven -day p•rogimr7 mable timer all-ovi> scheduling up 11:1 IE! 2n on!off von: Ii3O0 - -2. 2 001, _Ir+ci o:iaali!. Discharge , I_C 11J0!J •i•3, 2, i't,:,eiiaiEd Inlr't7Ulllli� LCI_i dlspl:iy fndica;o1 , ri7i day, t!_, progrJm/fuT, �mic -d�ul . .rid on /off loverillie IEC 1000 ,.•1, 200 i, El :clr -1 r r ical F<,st nsion[:, (FSt:rsts) i •r t!n�11iQh; II'i - ict CII,'irr;;!gn�rEar ?Ultr ?n IEC 1 000 - <1 2001, S1.1i Voll;ige Ifirrt;,, •' _ _ '�i';' W f:•ic n'J:i! r1v:.rlii�rJ liU!!Oli 10100 -4 -G, 2003, Conducleid R Irnl lunii/ Backup capacitor ni.ainl ii:„ Gene and pnngr,:u7is :Ip to IEC 1000-1 -8, Ivladnetic FiGld Immunity a days v ithout po••rer IEC 1000.4 -11, Voltage Dips and Interruptions Transparent cover ❑ Wall-mowit bezel fur 100 and 200 amp recess niaunl,:i! Switches (NEf,1A type 1 enciosurcn only) ❑ Exttlncfiid 5 -yC -tr •.v rr>uily 11f15/2f105 3..3:1.° F:1\ 9?�•1S.31itif1.1 IN(IR11 :1Lf.. FI'tt1'ERSYS'TE315 If'jtift.3 f Time Dela T j I Cable Sizes — I Adjustment With I AUCU 1.11-1-VIad Soldurtoso Scrow -Typo Turrninalc Factor Acce sory Board' I for Ext Powor Connucliono Y e Switch Flange or wlro Spas, Cu /AI - rime Dcla Fion Increment Setting g Sizv, Pt+ ormal, Ernorgoncy, Load, Engine Start 3 sec, 1 -10 rot I 1 seco � Am p s j +m Neutral utral Ground l TraTen m Nor mtU t0 i 3 sec. I 1 -10 sec. 1 second j 100 I (1) 1112_ to 1/0 A NG -- (1) o a to hti:,b ^! Cu j Em I _ —I ` 200 (1) (1 AWC. to 2.50 I -AOM f 11) f14 10 94 A;VrG Cu Retren W kern mil), 3 -30 mm. I 3 minutes (2) 400 i r, t ?} b1r0 c,U'•JC, to ?50 t�iCb1 or Emer_p_ne Y — _ G 600 i�ACi•:1 i (t) 1 . to 1;o Alw i `- I --•( I (1) ,Y4 l�ti ✓,� to Engine Cooldam I 5 rain. l 1 -10 min - -I 1 minuic i_ fxercisc Run Time I 20 min. I 1 5 - 50 rnln. I 5 minut � "� � _ i•,crek,2vJragk I 1.�.'essoTiQs lop lion, 1) Exercise imorr.9i� 1 wook. i ii (DIP , iviich) + ❑ Accessory board � 0000 Load Control Connection 5 rein t 5 or 10 minutes I . Alarm horn indicat? syslem tzks • • • • • • • • • • • • Delay ( (DIP t:wit r_hj - • • • • Adjustably?, time delays,: FWluro to Acqulra � 000000 l 79 cot. tIA 1 Engine start 0 66:6• Sour • " "•• Emerge ce • • • •� Enginecooldo'wn 0000 •• 0000•• ij h.! rvollOg Dro 0.5 soc. , I lA . . • 0 . 0 Preferred to standby • • • • Und uh n,:y Dropout _ 6r)c. � N y � • • 000 o Standby to preferred 00 • 00 • • Optional occor .ory bond required ?or tii dolay adjustments I 0 0 . 0 0 • 0 • • • • • • NA = not arlt N 0000•• Exercise duration • 0 • • 000 • Inputs and Outputs: � • • 0 • • � ' "'• f�eri101P 51.3r r$l0^ ir1p:J1 (ii,aded) 06600 0000•• o ProoramrnablN yxerciser in *��rs • • • • The ATS ms -pis or excrrd ^, the requirenu.nts of the following o Generator set supplying load output: • • 00 • 0000 : speciflcationsa 1 p A (a 12.0 V SPST normally open (t\10) c(i ML*,, • Underwriters Laborawdes UL 67, Enclosed Pmd BmAs $ Ecternal alarm module conneabn (load center models) o pip switches: • Undervlritor::: Laboratories UL 1008, Standard for Automeilc 1 everak /2 eveek exerciser Transfer Surib:hes for Use In Emergency Systems O Load /no load exercise mode (for Opfionni j • Underwriters _ UL 508, Standard fns Industrial progrmnl role exerciser) Control Equipment P. omr�nl:ary;m:ainta!ned external siartlstop input: • HFFA 70, Haiional Elieclric:]I Code Select: rnornanlary ( !'cond) push button or NFPA 110, Emetrgency and `1,:uldby Power Sy .3mr; rnain!Mand COrlma dosure or remote sIarVsWp s'.gnn! h , Lead •cwlrol, 5 minules(10 minutes: s 1 =!== , yarli,rr;d 44L,, 1EEEF. ec on'u'rr>';Idr: „ J r,..rtic' h l .� I a !�merr,,anv y and Standby PC::'!?r SySb ?;n�. or C;crr,ni „rcl�)I Now!.; I! O the I% ,t,iriup dc-lay lr -r ;r;.ln;;ir:r to and indu Strit:!I ApplicOtiorlS generalor.so for selocied lauds (d.g. air condhoner5 or a :AEMA S;. - Ind lyd IC10 -19 13 (for, te(ly ICS2-- 1,17), o!`!rsr L3 !;;ea rno! r :?ranirrg loads) AC Automatic Transfer Switches _ ;;I-1 60 ala Msablu • ANSI 037.90.1 (IEEE-172), 2.0Mq EFT/Surge Roby Syvorns ❑ Auxiliary position- Indlcatlncl contacts • Er - -1 -5 Surge Imm!_tnlry Class ,, One closed on normal pochlin and one closed on ( sl,nslng and programmable inputs only) emergency position ENTMO0 A Fast Tmnslent ImMuNy Seed r!ry Level 4 Form C contacts rated 15 A it' 277 VAC i o IEC Specifications for EMI/EMC Immunity, U Programmable tixorci;;i!r CiSPR 11 , Radlawd and Conducted Emissions Class B - Sovp.n -day proigrammabW Omer allo scheduling up I!) 2 20 orlofl _"n; = IEC'iGGO -, -�, 001, = l�iCil6:i!18t1!.' Li3Giary;e ., _( 1 0 0 0 -1- 3, u LOO dis lay Ad!C<!os d:ay, tluL progry njun Ii1Cdan .rid I .. ' ?002 lrilrnullll. - • or7!I;�If �y�:rrldl� 111:!.1 �. IEC IM M A 200t, Eio171 kal Fnt trarloWnts ('v"umq .. _ I IE - •�' t)�J�!ilj;l�li �_tl,lr'IC;ftrn:rr I ?iJllOrl C 1000 -4 -b. - 200 1. tugs? Vollaye, In "!pries 't.y' W I 1 I`'JIzi P -liii p:'F[Iri�y ��J il.•fl IEC 101)0 C, 2003, Conducii?d R Inin-luni;/ Backup C p 1CitOr m0nnhs lirnQ ,1.'!d pr•Jgranls ul:r to r! IEC 1000 -4-8, ivt3gnc.0c Fh,ld Imrnunlry 5 days BMW pG\•.rer IEC 1000.4 -11, voltage Dips and interruptions - Transparent cover ❑ Wall -mount bczcl ror 100 and 200 amp recess switches (AIEfr1A type 1 cnclosurec only) ❑ Exlundod 5 -ytau vrtrr:uify ! GIB... .to;ul HOr, I 11!15/2' 005 1.3':1.8 F:1X 9234.53660 3 `CIRIVALL POWERSYSTEMS I�li1i.1 KOHLER CO., Kohler. v4sconsin 53044 USA Kohler Povier System. Phone 920-565- 1. Fi!4 920- Aair3 Pacific I Ir,adqu:trter For the nearo�;t v Ile :end cl,relC0 out!ot In the 7 Jurong Plor Fond US and Canada, phone: Sinriaporo G1915Fi Koh(crPoworSysrmr.rom 'hone (E5) 626-1-64;2, Fax (65) 6264 -C. -I S5 t,4odol Ivlochenicrn Transition Controls Voltage Poles Enclo,urci Current Raring Connoction: FF�9 FF I Irl I Fr x++�.k.::� m�.� :,mss` .�,�•»�+, �,.:�a,�,�: �».�,.,..�. Kohlor•• Model Des19natlon Kay SAMPLE tv10Q Thls char, explains tho Kohler' Im. , sva[cn model decign-ation - ysAcrn, The c,: o imol t D ESIGNATIO N model dos(gnalion shown K for a h4odnl R autornatic trencter.,witch that usov on p µ - open- transiiion contriclornviih MP.r C'" :;00 oloctncal cent,ol., ratod al 240 volts /130 Hz, t"1 , , F . ► ;' a`T 10 0 B 2 poles. 3 wire;, and .olld neutral in a NGIOA I enclosure• with a r_urrew retinq of I I I I •••• 100 ampdres and c•auipp d vd an, ln a lo cnnulr. I I I • •• • Madol � I ! 1 i•••i• •• R Modol R autonintlC !.MMn 1Ei1 ; ; ;t•11ci1 • • • T • • • • • • Mechanism Y ••••� •• • •••••• at D: Series -R ed • • • •I • • • • • • • •• ••••• ••••• • • • •• ••i•• Trancitlon • • • • + • • T; Opon- Tmmdtlon • • • • • • + • • • • •••• • Electrical Controls • • • •••o% ooes C: MPAC" Soo (h.ii, :roproce! ;sor ATS Controls) • • • � • • • • • •� • • • • •••• VoltaOc /f D: 220 VoIV,,'SU Hz F: 240 Volt (i;o H ;, - I � ! 1 Number or Polos!'Nlros: N: 2 -pole, 3 -w(rn -solid neutoJ i EnclOGUrn A: t1ENA 1 — i C: NEMA 3R Current Rating: rdunlbcr. indlcele the current rating of the switch in 0100: 100 =Imps 0 00: 200 nfnps 0400: -'Go amps - - -- I Load Conter i A: witl'10LIl - ' - --- E: Vvitlt Io7iu c,- n: r ! I I I DISTRIBUTED Ei Y- i I i j A : ;3dubility ir, ;ubjuct to chonge withoc, notico. Kohler Co, fe ;enrer3 Iho rlght Ic chwign the cJoslgn or tpeciGcntion:; witnout notice. rind without any obilgadon or Labilih/ ?•.hal o rarer. Cim:act your Ic- al Ko !o,-'- �L'n�rGt C,r dintr,but Cr fw availability. - 20r'_- .,. ' F ;chlar Cc. ?Il igr;!n :�uu� .�a. un.fq I• ✓ednl PDT \u < :+'.a Gc T,—I.,;,-Aieh) .o i i 8 7 •• • 6 • S 4 3 2 I • • • • [13.0) S •' •� •� j L2.6) [ • • • • • • • ' BE2El (OPTIONAL] ° TTP U D [� R • • • • - R N N X •• • • • I� &* FOR I" �• 1.25" CONDUIT x777 (2•TOi +a•�jTO4) I c = NOCKOUTS FOR '" 6 .15" CONDUIT (2 TOP & BOTTOM) i I I CONTROLLER /USER INTERFACE A ° i O C l ° I < ACCE BOAR11 I o (OPTtoNALI o po 0 ENGINE START a 0-0 CUSTOMER 0 I CONNECTIONS PROGRAMMABLE I ,. (ON CONTROLLER 0 a I EXERCISER _ _ I PC BOARD) i (OPTIONAL) ° I m I - I AUXILIARY m o - coeracrs (OPTIONAL) B W SCREW TYPE TERAWNALS FOR EXTERNAL POWER coteccTION EQUIPMENT SWITCH GROUND RANGE OF AL -CU WIRE SIZES n flAT I NG f o I O NEUTRAL (AMPS) CONTACTOR NEUTRAL GROUND 100 1 ONE W12 TO I/D AWG ONE #12 TO i/0 AWG I ONE 1114 TO N4 AWG j p _ KNOCKOUTS FOR I" d 1.25" CONDUIT DIMENSIONS IN [ ) ARE INCHES. _ (I EACH SIDE) FINISH: ANSI 49 GRAY, j I REFER TO OPERATOR'S MANUAL PRIOR TO I — INSTALLATION AND OPERATION OF UNIT. I I APPROXIMATE WEIGHT: 24 LBS [10.9 Kg) j J 65 A [I.B A SECTION A -A ecv —E Ac -04 eT .s IAETPoC PRO-E B.7 64 20 1- 10 - 04 NEW DRAWING (710DII WSD iilu ° uiu ' I�c " KOMLER CO [HOLE -12.51 8.0) 64 NEUTRAL A 10 -22 -04 GENERIC BLOCK ADDED (716127 wso PDeFN snrEMS. AoxleA, n vss. u I 1 4> MTG HOLES " 1 Tx Ill A16 I'. „ t�1s w1 1x Es 16N • "� Er I 110,4 - B 5 - - (0 612 TO 110 WAS 614 TO 210 (2 PLACES) rl °1 EI ua YYSi Mot e[ �, i 3[A ( T `1 +.T. <OM —EA c°. MI1 Of (COVER REMOVED TO SHOW DETAIL) nsls6t 5o DESI "ECT1°N GN ON INEPT IN IIEAESEA"E0. IOOA RESIDENTIAL ATS MP AC 500 CONTROLLER uEw"Ils DITf DIMENSION PRINT OPEN TRANSITION WSD t•)o -D4 NEMA I ENCLOSURE wso 7 - 10 -04 "� YOMC Wes. ...b Alx t -5o -D4 ADV•6968 D 8 7 6 5 T 4 3 2 I 8 7 6 5 4 3 1 2 _ 1 • • • • • • • ea-oi (c -) ms oeo P .nrwa rac .� .. � • f . • • • • . • luoii s • v c -wuru w .aria ue rmq vs � • • • • • • f • • oacc rwc �.m isr � w . • • • • • • «.-w yr,.f s wr r i i avows s� tits .. • , , • • , • • • 1Oi.it NCre1 blw rOr K r t i W K f t l tR it • • • • . , • , , • 1d0 OlrrRl lili.R ®i/IYt RYK Ir��nl i T •• . CONTACTOR D j LL1 ' LLt : ; •; . • • ; f • f 00 LEGEND 0 i • • • • • • • • • • • I BRIDGE RECTIFIER 1 NL7 # • , , • • : ; • , OIL • • • . ELI CE BRIDGE COIL (EMERGENCY TRANSFER) CN TRANSFER COIL (NORMAL TRANSFER) NL2 EL2 K4 NORMAL RELAY CONTACTS W K5 EMERGENCY RELAY CONTACTS LSE LIMITS SWITCH EMERGENCY CONTACTS I LSN LIMIT SWITCH NORMAL CONTACTS PI CONNECTOR CN CE a I C C I HE1ffRAl LSN LSE C eA ea C (w) 7 7 0 t PI -11 P1 -10 PI - PI-0 I PI Pl -0 Fro V1 -1 P1 -1 Pl -s P1 -G i POSMON 10= 00DN Ks 8 K4 A 89 MPAC 500 LOGIC BOARD IGp P2 i FOR 115E of OTHM NOTE ' 1. ENGINE START CONTACTS ESI k ES2 RA TED 30 VOLT, A 1 AMP. WIRING PROVIDED BY OTHERS. / 2. CONTACTOR SHOWN IN NORMAL WITH i NO POWER APPLIED. 3, FOR WIRING DIAGRAM SEE GM34465. �= ate• :�.� =., DIAGRAM, • SCHEMATIC i as r -rw . MPAC 500 s � -raer � °Oiiiia"c 100 -2DOA • • • •M • • s, • ••• 8 7 6 S 4 S 1 2 _ • : •• s.• •••. �.:. • • a'la > -u rc ~ z pie � wm.e �s rl+at.l en I • ••• ••• ••• �•• •• vo to..w •s .w.a� m Ple 1 • i.+wa. Imnos too t>.»tl m • • • •• ,.. D LLI LL2 •• •0• : : • • •• • • • • • • BR BRIDGE RECRFfR •• • : • • • • • C COIL NLt ELI CE TRANEER COIL 6ERGENCY TRANSFER) # CN TRANSFER COIL (NORMAL TRANSFER)., 'Ka NORMAL RELO CONTAAC�TS I Nl2 0— Ell K5 EMERGENCY RELAY CONTACTS -LSE . LIMIT* SWITCH EMERGENCY CONTACTS -LSN LIMITb SW ITCH NORMAL;CONTACTS P1 CONNECTOR I v D CN CE 4 i i C C LSN .LSE t in an C No c c NO . 3 ' LOAD CENTER _ a o 0 I ° M. p O u O O P1 -17. P1 -7 # PI-0 PI-6 PI -4 I Pt -1 P1 -71 Pt -S PI -i O CND ° P1 -tl .PI-10 /// O i POSrtgN PMMA1*9 ° � KS O O B L1 L2 p B K4 O O I O O tQyy�jj O O CIRCUIT BREAXER AREA P2 MPAC 500 LOGIC BOARD / -\ / -\ 'O OT MR ERS) 1 FOR USE Vr OTWM i I _ _ NOTE 1. ENGINE START CONTACTS ES1 k ES2 RATED 30 VOLT, A 1 AMP. WIRING PROVIDED BY OTHERS. A 2. CONTACTOR SHOWN IN NORMAL WITH j NO POWER APPLIED. I 3. FOR WIRING DIAGRAM SEE CM37650 DIAGRAM, SCHEMATIC on MPAC 500 I 100 - 200A W /LOAD CENTER a GM37649 ' D 6 7 1 6 1 5 4 3 2 I � I , Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT/ J%7 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES ANO REGULATIONS