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RC-11-616Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 173611 Permit Number: RC -4 -11 -616 Scheduled Inspection Date: May 17, 2012 Inspector: Bruhn, Norman Owner: WEACHTER, WILLIAM AND RUTH Job Address: 1043 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number (305)865 -7715 Parcel Number 1132050320050 Building Department Comments REMODEL KITCHEN BATHROOMS MOVE WALL REFINISH WOOD FLOORS REPLACE TILE AND NEW FRONT AND BACK DOORS Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 16, 2012 For Inspections please call: (305)762 -4949 Page 25 of 32 City of Miami Shore Building Department 10050 NE 2nd Ave Miami Shores, Florida 33138 Attention: Building Inspector. In Reference To: Final Certification Letter. Waechter Residence. 1043 Ne 98 Street Miami Shore, Florida 33138 Pertmit# RC -4 -11 -616 As engineer on record I certificate that all the interior remodelling work was done according to what was represented on plans and details and comply with Florida Building Code. The interior insulation for exteriors wall (R -4.1) and above Ceilling (R -19.) If you have any question you can contact me at the reference that appear below. RODRIGUEZ PROFESSIONAL DESIGN CORP. 9351 Fountainebleau Blvd B -204 Miami, Florida 33172. Ph:305- 634 -8466 Fax:305- 638 -4710 0 Wilbert Rodriguez PE # 65688. MR Management Group &&11G f-06rrY.5 Zorina Monti& President LEW AP email: mrmanagementgroup@bellsouth.net Phone: 786-546-3080 / Fax: 786-431-4077 P.O. Box 310783. Miami, Fl 33231-0783. 4°t k FIco Miami Shores Village 0 C a,y r'mi' ' APR 0 "7 2011 it Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY:------- - - ® � INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. 1 °`GAC) PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING �- OWNER: Name (Fee Simple Titleholder): Ail of 93i/l , Jhi'C.# Phone #: 30�" ��t3 ' �� Address: f46j 3 �% �,,,. F� }�'� city: 46,41 , 1,�°�j' State: G • zip: 3 9J Tenant/Lessee Name: Phone #: mail: '1 i -[ ( Y 1t•� JOB ADDRESS: l6/ 93 /1 City: Miami Shores County: Miami Dade Zip: 33/x? Folio/Parcel #: Is the Building Historically Designated: Yes '4'CONTRACTOR: Compaan'' Name: Address: (10,027 _ City: flr /-61 NO t.- Flood Zone: Oui R /friffeheA Phone #: 3itr -er6S /2,/r Ave APT- g - -e) State: •�L.. Zip: 3 3e9(..) Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 4/7, Square/Linear Footage of Work: Type of Work: Addition Alteration ONew ORepair/Replace Description of Work: 2, UDemolition * ********* ***x:+x ***** **** ** *** *+x *+x****** Fees * * *** * *** *** ** x** *********+x**+x*****x: ******** Permit Fee $ /37,570 ea Radon Fee $ Submittal Fee $ Scanning Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 1D ' •"` y d • • TOTAL F E NOW DUE $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ Ill 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 wil of be # . proved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor e The foregoing instrument was acknowledged before me this (0 The foregoing instrument was acknowledged before me this day of AC !L t L. , 20 l , by /2.(51,H J`-1 A Creft-a--; day of , 20 _, by f. 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: _-'' �' � I. ... . Sign: Print: 0310612012 = print: NOTARY PUBLIC _ My Commission Expires: Commission # J').'•.. DD165901 .•''0'z'�.� ****** ***** * ** ** * ** ********�::x*** *** xe * .14******************************************************* /// /hrrlu00`‘\ APPROVED BY ��`r/ Plans Examiner Zoning My Commission Expires: (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Structural Review Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. f- (1- 6 t 4 TAX FOLIO NO. 1 /"'' -052-- C05-0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certai property, and in accordance with Chapter 713, Florida Statutes, the foJp� Pr is provided in this Notice of Commencement. H RGgY GERI chic o(;g;, HPR. 1 11111111111 11111 11111 11111 11111 111111111 1111 CFN 201180311402 OR Bk 27686 Ps 0555; (1ps; RECORDED 05/12/2011 12:15:36 HARVEY RUVINo CLERK. OF COURT MIAMI- C'ACDE iCOUNTYr FLORIDA LAST PAGE 1. Legal description of property and street/address: 2. Description of improvement: 3 £3A %fdtrrciiP5 l t/a it.449/ /s , AVP.cei L ,Pj .4#/4t'r / r' /1/4,W' 3. Owner(s) name and address: f21/jnj ' /3 /// /..fir -ter 9-XX. Interest in property: JC)43 9,$/4 $ f /4/44/i/ 3 3/3?' Name and address of fee simple titleholder 4. Contractor's name, address and phone number. 6144/ ,se_ / (7/J'14'/e ? ,e 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. 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, address and phone number 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of r Q r(s)' prized Officer/Director/Partner /Manager Prepared By �' ,G - Prepared By Print Name ,e8r 4� ..04i/rO ., Print Name Trtle /Office a40,'� Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 0 day of By kILAkkk. r -Individually, or ❑ as known, or Z11 produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, l declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. t1� s for (s)'s Authorized Officer/Director /Partner/Manager who signed above: ^Harry gatriel Commission # DD693233 ` Expires: AUG. 28, 2011 sormID Tao ATnwri DONDING . : •u A By 123.01 -52 PAGE 3 3/10 PERMIT # G` 1 1 CONTRACTOR: -4 n „ SZ- SUBMITTAL DATE: IN+ - *it 2-0 L l )y� N fy 3-7 ADDRESS: NAME: 12,\UT4-41 LL., a E 1-Cre-_ RESUBMITAL DATES: PROJECT TYPE: Z STRUCTURAL ELECTRICAL;zerie",-/%0 fi PLUMBING MECHANICAL A\N Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: Pt/ ltt tV 4 W2 /E? . DATE: IPvL 6, do ADDRESS: 10/3 6. q", S-i• 33)38 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 new form states 75,000). 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 understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial /l(,) 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 4) 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. y�� Initial iC 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial l 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial W a a 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial /au) 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.myfloridalicense.com /dbpr /pro /cilb /index.html 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: /6 3 4i. 5? J 39(35 Initial___,_ 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial t>✓L.1 J Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this Co day of Afre.L , 20 // BYTku741 c --fit rL who was personally known to me or who has ere License or L .1D as iden}} �ff }} . oo ,'en\s ‘ OWNER • 0 PU6tle • u, • •. Commission 9 ;��9 . DD765901, -* ' Q. �. Job Address: Contractor: BUILDING DEPARTMENT . 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2392 TELEPHONE: (305) 795 -2204 FAX: (305) 756.8972 Review Comments for Mechanical Processor Permit No: { °- /` 1,6 Reviewer: Phone No: (((JJJ Date: Only the items preceded by an (x) must be corrected. ( ) I Need HVAC design schedule Miami Dade County Chapter 8. ( ) 2 No combustible in plenums. FBC -M 602.2.1. ( ) 3 Auxiliary and secondary drain systems required. FBC -M 307,2.3. ( ) 4 Air handler shall be mechanically attached to air system. FBC -M 603.7. ( ) 5 Equipment on roof over 16' require permanent access. FBC -M 603.5 ( ) 6 Need balanced return air. FBC -M 601.4. • ( ) 7 Provide return air in bedroom and I" undercut door. FBC -M 601.4. ( ) 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ( ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. ( ) 10 Air handling units in attics must meet all the requirements of .(show Notice to Homeowner) FBC -M 306.3. ( ) 11 Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. ( ) 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. ( ) 13 Outside air required. FBC. -M 403.2 ( ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. ( ) 15 Fire damper required. FBC -M 607.1.2. ( ) 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. ( ) 17 Appliance must be protected from damage. FBC -M 303.4. ( ) 20 Guards shall be provided to equipment located within I0' of edge of roof. FBC -M 304.10 ( ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire (4 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 till) 23 Energy calculations Miami Dade County Chapter 8 & FBC -M 312.1 ( ) 24 Other Comment Sheet Mechanical Page of __ 0 07/0481.0 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.: ze Job Name 4/10e �d r'� d 0-‘- L CRITIQUE SHEET 94044- &/.2_ ir- ,tee /r PF4s r, (e-- 9G ,')/s'acc �6�, Gc i, Iv/ 2 // 04/20/2011 15:57 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES fj 0 01 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * ** * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1290 RECIPIENT ADDRESS 97864314077 DESTINATION ID ST. TIME 04/20 15:56 TIME USE 01'09 PAGES SENT 4 RESULT OK Permit No: 11 -616 Job Name: April 19, 2011 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) All permit applications must be submitted prior to any further review. 2) Corrections for mechanical and electrical must be completed. 3) The plans must identify the level of alteration. FBC Res. 4) Identify all interior bearing walls on plans. New interior bearing walls must be structural in nature. 5) Provide a detail of the new steel column. Show connection at foundation and beam and connection of existing structure at side. 6) New openings will require a sill. 7) Provide a detail for the masonry infill, including connection to existing structure. 8) Provide product approvals for all new /altered windows and doors. 9) Provide a detail of waterproofing and buck attachment for all new windows and doors. 10) Identify the 2nd window in the master bedroom. 11) The detail for the interior framed wall has nails going into metal ? ? ? ? ?? Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 rAx fit„ .-L121 _y am Permit No: 11 -616 Job Name: May 18, 2011 Miami Shores Viiiage Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Corrections for mechanical must be completed. 2) Identify all interior bearing walls on plans. New interior bearing walls must be structural in nature. 3) Provide a detail for the masonry infill, including connection to existing structure. 4) Identify the 2nd window in the master bedroom. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762-4949 tteturn to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Bill To WILLIAM AND RUTH WEACHTER 1043 NE 98 Street MIAMI SHORES, FL 33138 1043 NE 98 Stroot MIAMI SHORES, FL 33138 Date 05/06/2011 05/06/2011 05/06/2011 05/06/2011 05/06/2011 05/06/2011 05/06/2011 Fee Name Education Surcharge CCF DBPR Fee DCA Fee Technology Fee Permit Fee - Additions /Alterations Scanning Fee Invoice Number: EL -5 -11 -40866 Invoice Date: May 06, 2011 Permit Number: EL -5- 11-812 Bond Number: Comments: Fee Type Calculated Calculated Calculated Calculated Calculated Percentage Calculated Fee Amount $0.40 $1.20 $2.25 $2.25 $1.60 $150.00 $3.00 Total Fees Due: $160.70 , Payments Date Pay Type 05/06/2011 Credit Card Check Number Amount Paid Change $50.00 $0.00 Total Paid: $50.00 , Total Due: $110.70 1 Friday, May 6, 2011 MIAMI SHORES VILLAGE HALL 10050 NE 2ND AVE MIAMI SHORES. FL 33138 305 -795 -2207 Sale ID: 74847283 Ref #: 0005 05/06/11 14:47:45 Batch A: 210 MASTERCRRD xximun3330 RPPr Code: R9344 Invoice: Trans IG: S 46L06WPGR Total: Customer Coat/ $50.00 MIAMI SHORES VILLAGE HALL 10050 NE 2N0 AVE MIAMI SHORES, FL 33138 3305- 795 -2207 Sale ?4847283 Ref #: 0006 16 /11 14:48:28 h #: 210 ERCRRB Code: 9.:B Invoices: 15 ID, 0 J ,t?CBGR al: Customer COPY MI is URN Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 !Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Bill To WILLIAM AND RUTH WEACHTER 1043 NE 98 Street MIAMI SHORES, FL 33138 1043 NE 98 Stroot MIAMI SHORES, FL 33138 Date Fee Name 05/06/2011 DBPR Fee 05/06/2011 Education Surcharge 05/06/2011 DCA Fee 05/06/2011 Scanning Fee 05/06/2011 Technology Fee 05/06/2011 Permit Fee 05/06/2011 CCF Invoice Number: MC -5 -11 -40868 Invoice Date: May 06, 2011 Permit Number: MC -5- 11-814 Bond Number: Comments: Fee Type Calculated Calculated Calculated Calculated Calculated Percentage Calculated Fee Amount $2.00 $0.40 $2.00 $3.00 $1.60 $100.00 $1.20 Total Fees Due: $110.20 Payments Date Pay Type Check Number Amount Paid Change 05/06/2011 Credit Card $50.00 $0.00 Total Paid: $50.00 c Total Due: $60.20 1 Friday, May 6, 2011 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 'Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Bill To WILLIAM AND RUTH WEACHTER 1043 NE 98 Street MIAMI SHORES, FL 33138 1043 NE 98 Stroot MIAMI SHORES, FL 33138 Date Fee Name 05/06/2011 Scanning Fee 05/06/2011 Education Surcharge 05/06/2011 Permit Fee 05/06/2011 Technology Fee 05/06/2011 CCF 05/06/2011 DBPR Fee 05/06/2011 DCA Fee Invoice Number: PL -5 -11 -40865 Invoice Date: May 06, 2011 Permit Number: PL- 5- 11-811 Bond Number: Comments: Fee Type Calculated Calculated Percentage Calculated Calculated Calculated Calculated Fee Amount $3.00 $0.60 $150.00 $2.40 $1.80 $2.25 $2.25 Total Fees Due: $162.30 Payments Date Pay Type 05/06/2011 Credit Card Check Number Amount Paid Change $50.00 $0.00 Total Paid: $50.00 Total Due: $112.30 Friday, May 6, 2011 JAVIER CANIZARES, P.E. 4634 SW 164 Ct Miami, FL 33185 BY: PH: 305 979 6507 FAX: 305 551 -7667 jcaniaares.eng @gmail.com Attention: Building Department April 27th, 2011 Miami Shores Village. Reference: Responses for structural comments. Waechter Residence Remodeling 1043 NE 98th St., Miami Shores, FL Permit No: 11 -616 Following is our responses for the Building Department structural comment dated on April 19, 2011. Please refer to attached Critique Sheet for items. BUILDING Item No. Response 4 Please see updated sheet S -1. 5 Please, see new detail C /S -1. 6 Please, see sill note 5 added under General Struct. Notes. 7 Detail provided on B /S -1. STRUCTURE Item No. Response 1 Please see updated sheet S -1. 2 As per submitted calculations (Exist. concrete tie beam revision as beam), Vu =11.72 Kips and q Vn= 34 Kips so, concrete section is capable to resist the shear, which means that no steel plate is needed for shear. This calculation was performed for the 15' -9 span while the requested location is for a span= 12'-6" and tributary load from house roof reduces as approaching the end due to the roof hip. All this makes the actual shear at indicated location even less that shown on calculations. Conclusion: Concrete section can support the actual shear with no steel plate. C he -k, hew /4- 11-71 eJ-s 4x t eY ia/- 4ll- IViiami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ! `" Job Namev ,,m, Date 49r -,1` STRUCTURAL CRITIQUE SHEET D ehi 7 A/5-1 s¢e-e t r-- P43 l" o l er;in g f� ra F)'y l �I kr,Wj 2 1-7611-5 c n eh C4 ThGtr rUke forme o/c- M-e 5`12e4,-'' Permit No: 11 -616 Job Name: April 19, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 17 Building Critique Sheet All permit applic tions must be submitted prior to any further review. p pP P Y �—�) Corrections for echanica and electrical must be completed. The plans must identify the level of alteration. FBC Res. ) Identify all interior bearing walls on plans. New interior bearing walls must be structural in nature. Provide a detail of the new steel column. Show connection at foundation and beam and connection of existing structure at side. New openings will require a sill. 7) Provide a detail for the masonry infill, including connection to existing structure. 8) /Provide product approvals for all new /altered windows and doors. Provide a detail of waterprocking and buck attachment for all new windows and doors. -0) Identify the 2nd window in the master bedroom. 11) The detail for the interior framed wall has nails going into metal ? ? ? ? ?? Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 FAx 1W LibI --yam AVI ER CAN IZAR TRUCTURAL ENGINEER 634 5W 164TH Cr. IAMI. F1 33185. PH* 305 979 8507 WOOD TRUSSES 24' c/c 2xS CONT. (2) -2x4 CONT. TOP PLATE NVTP4 BY NU -VUE W/ S -10d x 1 JJ' NAILS TO STUDS. RECEIVED ,<' Waechter Residence. roject Interior Remodeling. Project No: 1110 By JAVIER C. Page: 1 of 2 Date: 09-14-11 2x4 CONT. PLATE - -- TWISTED TIE NvRT -16 BY NU -VUE W/ 00) -16d NAILS AT EACH FLAT TIE NvRT -IIS BY NU -V1JE W/ (10) -Iad NAILS AT EACH STUD. IMARING-111411...L.QQAIMIBETIIKEN. FA1 1ILY ROOM AND MASTER BEDROOM 2x4 * 16' c/c VERT. STUDS _. JJZ•, EXPANSION KWIK 13OLT3 016' c% (2 ' fi1iN. ISM) _..__ EXIST. CONC. SLAB WOOD FRAME DETAIL ,,,--E� SCALE 1' • 1' -P' S -1 .406 gill 41LCAN S'A‘v •'' •r • r a : i * : iffe tast * i JAVIER CAN MARES, P.E. STRUCTURAL ENGINEER 4694 8w 7 64TH CT. MIAMI, FL 33199, PM 395 9799907 Project ‘ jaecLj'-er Res Project No: By JAVIER C. Page: Date: 1J1� t'4' 0 5-'.i y_. e 49.1 es . Looct ` ,. . f (ylvteirtio '! '�fi 35 f , Ui7 epoxy 1417% HY ) 011 3114 Bc frt, - 4 (s 04 _ ) 13 g4104 f(RN) Z-` 13 84O ,c O.67 = q 2.7344> zz t R.:- l3934 K Ld = G4 AV1ER CANIZARES, P.E. TRUCTURAL ENGINEER 4 .34 aW 184114 Cr. M AMI. FL 32155, p141 305 999 5907 Waechter Residence. Project: Interior Remodeling, Project No: 1110 By: JAVIER C. Page: 1 of 2 Date: 09 -14 -11 Po° CONC_ WALL W/ *4 a I21 VERT. AND (2) -04 HOR {Z. CONT. '4 HOOKED DOWELS 0S'x5') 12' c/c NEW CONC. TOPPING SLAB EXIST. CONC. SLAB DRILL g�s'4' x 5° HOLE 114 EXISTING SLAB AND PLACE '4 DOWELS. FILL W/ HIT HY 150 ADHESIVE EPDXY FROM HILTI. SECTION s-1 SCALE 3/4' = 1' -0' Adhw ive Zichar4ngSysisms 11T-HY 150 MAX Adhesive Anchoring H1T-HY 150 MAX Ultimate Bond Strength and Steel $ System 4.2.4 for Reber in Concrete Nominal Reber Size Embed. Depth in, (mm) Pc =psi Grade 60 Reber Ultimate Bond Strength Embed. to Develop Yield Embed. to Develop Tensile gberiggo ba. (mm) Embed. b3 Develop Yield Sthergthl in. (mm) Yid Strength lb ON) Tensile Strength 63 4-1/2 (114) 34/8 (86) 5 (127) 64 6 (152) 4-1/2 (114) 5-7/8 (149) 7 -1/2 (190) 86 9 117 10-1/2 (267) (127.2) 27080 (120 5-5/8 (143) 7-3/8 (187) 3M380 (163.2) 161.0) 4940 (222.1) 6-3/4 (172) 10 (254) 7-7/8 (200) 11380 (50.6) 14840 (66. 34/8 4 (102) 6600 (29.4) 9800 (44.0) 4-1/2 20620 (91.7) 25080 11. (114) 53/8 (137) 12000 (53.4) 18000 (80.1) 29900 (133.0) 27080 (120.5) 43820 (194.9) 40360 79 11-5/8 ( 5-5/8 (143) 6 3/4 (172) 18600 (82.7) 6-3/4 (172) 81/2 (216) 28400 (117.4) 39800 (1762) 7-7/8 57760 (256.9) (20 ) 10 • (254) 36000 (160.1) 54000 (240.2) #8 12 (305) 66680 (296.6) 9-3/8 (23$) 13.3/8 (340) #9 10-1/8 (25 13-1/2 (343) (391.4) 10-3/4 (273) 731 • (328.3) 68580 .1) 15 (381) 9 (229) 47450 (211.1) 71100 (316.3) 10-1/8 810 15 12 -1/4 (381) 101720 (452.5) (311) 88000 (391.4) 60520 (257) 143/8 (365) 6 (.9) 90000 (400.3) 16-7/8 (429) 11 -1/4 115160 (512.3) 1 Based on comparison of average ultimate eve t� values or ultimate bond spas calculated length values versus ulp+ a tensile �.w>�h of retail*. For more information, contact HUN. (288) 15 (381) 76200 (339.0) 114300 (508.4) HIM, Inc. (US) 1-800-879-8000 1 www.us.lind.com 1 enespafto11 -800- 879 -51 0 1 HUN (Canada) Corp. 140D-30344W 1 wwer.trati.ca 1 Product Technical Guide 2008 185 • .Adhestv Anchorr.g Systems 141T-HY 150 MAX Adhesive Anchoring System 4.2.4 Anchor Spacing and Edge Dbrtance Guidelines in Commute tor IET-HY 150 MAX Load Mil1137191913 Factors far or and W Diameter Anshan Anchor Dtarretter wr connuotze 1/2* demotes Adjustment Factre Spacing Sdipa tastance TendonoSiteay Tension. enbednamt In. 1 1 73 1 1-1/8 1-11/16 2 24/4 2-1/2 2-518 3 33/8 4 4-363 5 5.1/18 64/4 68/8 6 7 8 8.1/2 9 4462 0.75 038 0.78 023 0.88 025 037 Statlistance Shear. tion (J.tawardedip) Edge INsianon Spacing Shen fro Tenstannhear locrossortout == ===== = 4-V2 113 44/2 0.0 023 0.79 0.80 0.50 0.84 0.17 0.27 023 028 44/2 Ed ga El:dance Edgellistance Shan IFNI • .4.towarcl Tenslan, EdgeOlsbinor ShemfRo hl 24/4 44/2 togravaybamedipi II= CM CI MINI MUM MIMI MIME 1111 0.45 0.41 0.17 0.44 0.22 0.41 033 0.63 0.45 0.48 035 020 022 0.88 0.78 0.75 021 027 0.60 026 028 017 0.67 0.45 0.84 0.91 0.92 0.85 0.79 020 076 037 0.78 1.12) 034 039 0.88 0.91 1103 025 0.98 10 11 12 0.92 026 0.85 0.88 0.88 029 022 0.97 0.70 0.11 0313 0.80 0.87 022 0.99 1.00 023 0.96 028 1.00 0.83 027 0.70 0.78 028 0.84 0.85 0.87 0181 0.93 1.00 0.59 05/ 032 180 03E1 0.32 0.39 0.45 0.05 0.81 0.71 0.20 022 028 031 029 021 0.72 022 035 024 0.89 1188 023 0.72 030 0.72 0.78 0.84 024 1.0) OBI 7.1 0.63 0.47 0.48 0.61 024 Emm 0.74 008 0.88 080 rt3 027 120 MN 0.81 027 1111 all an 028 1111 Ill 024 0.133 mu 11111 0.08 032 IN MS Oa 038 MN MI 120 026 .111 11111111111111111MMI 035 1111111. CLIN El M1111111.1.11111 026 1.1111111 032 ME 11111.11111.11111111111 0.94 1111111.1 028 11111 1.111111111111111101111. 126126 111.11.11 11.11111111111111111.11.11111111111111.111111111111111111.1111111 1111111111111.1111111 MI Mill ME 1.11 El MI MI IIII ME 0.78 0.77 033 0.75 020 030 0.76 084 0.87 0.93 083 0.82 0.80 0.17 027 0.33 +112 -- 0.17 0.42. 0.20 0.45 022 0.45 1186 0.59 0.62 023 44/2 0.45 0.47 0.48 029 0.17 0.58 031 0.45 039 0.75 1.00 070 0.82 0.83 0.85 0.76 0.78 0.81 OBS 021 0.88 0.81 0.88 022 029 0.84 0.92 0.86 033 0.86 0.98 029 038 0.90 1.00 022 1178 020 1/84 am' 026 080 0.93 1.20 rr3 0.89 033 0.74 0.75 0.78 025 059 0.31 620 032 024 0.47 0.70 037 089 ase 025 026 027 1.00 EN mir3 alsommium ausimummis imummisminimmiiimas 180 mInum 029 0.43 0.51 0.52 054 086 0.220 0..23 032 029 O38 0.63 0.45 0.72 022 0.75 0.54 0)31 0.03 024 No lbbkm apply for listed embedment depths. Reduction factors tor other embedment depths must be calculated using equations below. SPachlti for sa> 8> Soh Tension and Shear smut = 0.5 het. scr= 2-0 Ng = fMi�165eJ+O$7 Edge Distance for c.„.> c> cm!, Tension own = 0.5 h c = 1.5 kg = 0.40 (Moe?) + 0.4 Shear, mime bee Max own = 0.5 ha, c= 2.5 het Itoward edge fiwt =0.415 (041,1) -0.0375 0 or away from edge fon= 0.275 (c/ho) + 0.312 Shear, where be a 9.0x di crnbs 0-5 heti cer= ZS het toward edge fnvi =0.554 (c/bej - 0.107 or away from edge tiv2= 0266 (dm+ 0267 1 d nandnid bolt dernatar 0.613 0.72 0.82 031 0.80 tr3 0.92 023 025 1.00 0.513 0.63 022 0.78 0.82 0334 0.92 0.913 1.00 1.00 0.51 031 026 083 0.69 036 039 0.82 0.80 0.94 tw..�.01)1.1106409-80131 1 levateaushOLcom 1 enespa11161-800-870-5630 1 1113(Canada)Cup.1-6121863-4450 1 www260.ca 1 PatcruotTechrt1ca1aukte20011 107 MDVAW'AGE Pre - Construction Termite Treatment 1 -800- 698 -7998 License #4439 Property Information Treatment Date °'.;' '^ Time: Pt Lot Block D""civv\(--1 Subdivision Name y Street Address (if known) State Zip Owner Name (if known) Builder / Contractor Information ame of Builder Shell Contractor Construction Type Monolithic Floating / Stemwall Patio Entry Driveway Bice pest Product / Treatment Information Treatment Type (Most check one): Initial Under -Slab Vcipplemental Wood Treatment Final Product applied Chlorpyrifos Cypermet rin Bora -Care • i aaa, d,..1. f 119\ Concentration ,01.0)._ % Mixed Product Applied Gallons Square feet treated: 3 r4 -0 0 Linear feet treated: 0 If box is checked, then either a final perimeter liquid treatment has been completed or a wood treatment is 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 blished by the Flo . Department of Agriculture and Consumer Services. Applicator's Name (Please Print) control company offering rside' control, terrdrl Insect protection and fertilization proms We der discou era! Call I -800 -698- -7998 for more information, 2800 NW 22ad Terrace, Pompano Beach, FL 33069 (954)968 -7717 fax (954)968 -2922 www.advantagepest.com • (fax) 1 11 12 FRNAT►' IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project tf 13,24A,&41444: s" 44.4say Address: io Ale te1 Xt-16 i s .' 5744e/ Client pgridA &00.10 Permit No: Field Tech: ; cc &--� Area Tested: oe pp Poo rre —i-t_ phi' ' z o s) Soil Description: Pk, IBS V 65 a Proctor / LBR ID: Max Density (PCF): (P- ?. 9 Opt Moisture ( %): ,4)o Test Mode: Project ID: C Report ID: Date: fyylit S Test Standard: Compaction Required ( %): Probe Elev Wet Density (PCF) Dry Density (PCF) Moist. (% (%) Compaction Location Depth (in) % Results A t 0-- 04. . ,o 77.0 (eg Z I''2. c, cl ct 12-701 q.0 16v94 P C',-' « 2 027,8 '.t Q2i. P ( 'S— f' 11— V (24.4 qe© 770 P Testing Gauge Information: Manufacturer. t Model: °' 44i S /N: ` gSor Remarks: Density Standard (DS): Moisture Standard (MS): Legend for Elevation: PR = Proofroll SL = Springline SG = Subgrade BC = Basecourse TOP = Top of Pipe 1, 2, 3 = 1st, 2nd, 3rd Lift FL = Final Lift BG = Below Grade BOF = Bottom of Footing FG = Finished Grade Respectfully Submitted: GFA International, Inc. FBPE CA # 493D 6/22/2011 Professional Engineer If Test report shall not be reproduced, except in full, without the wntten approval of GFA International State of Florida Environmental o Geotechnical m Construction Materials Testing a Special and Threshold Inspections a Plan Review and Code Compliance Florida's Leading. Engineering Source www.teamgfa.com Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. EC --//""a/6' Master Permit No. Permit Type: BUILDING ROOFING �3 p/ '"_ {� j OWNER: Name (Fee Simple Titleholder): // L j v Phone #: „36,(' 363- - -7 Address: City: State: Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: //3 ! E s7i_ City: Miami Shores County: i Miami Dade Zip: 3 3/38 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: (,2'4( k eyd- 2 . Phone #: 36X - 36g– CJ©Q,3— Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email d 7ss: DESIGNER: Architect/Engineer: )// ,‘"g (�`P�, Phone#: 3c ( t 9 C -786- as% - Fey Value of Work for this Permit: $ Type of Work: DAddition Description of Work: Square/Linear Footage of Work: New ❑Repair/Replace ODemolition M� .� l a,• � 4 . 41: x.? AM MI all, mg jyL%I_/ -I *** *** ** **** ** ,******** x****+ x******* Fees****** ****+ x**: u************* *****+x:n ***** ***** �� d Submittal Fee $ ' // Permit Fee $ CCF $ CO /CC $ Scanning Fee $ . .0 Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ ALL y er 1Otw4S $31L_op TOTAL FEE NOW DUE $ 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, BOTI.RRS, 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 properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first ins' ' • which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection w not be a, proved and a reinspection fee will be charged. Signatur Owner or Agent The fore •oing instrument was acknowledged before ,me this 20 i (, by f H lr¢/✓ / c day of 1Y who is personally known to me or who has produced As identification and who did take an oath. •Ss ,\) .®• 31. '7 ° °° NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: _ .�r �. = Sign: Print: = \va�a .\c�p \�� Print: My Commission Expires: s e 1 • '\�?� , ' My Commission Expires: o % s/ °x 0A1 �'�J\c�\\\\� * *****+ k** ************ ***************** x*x�**** *** **+ x+ x***+ x* ****** **+ x******* *+ x***** *******+ x* ******************** APPROVED BY / �Y�( Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING OWNER: Name (Fee Simple �Titleholder): Address: ./(5415 ®[A!� , `.9 City: 717/4N/ ,sixtatos State: ~' CEIVED SEP 2 0 2011 ?3Y: A Permit No'1 1— a t Master Permit No. t 1 t y Phone# o,r— 34F- 7S Zip: .3 /' 3 IY Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: 94» NO Flood Zone: /904' l%2 Phone #:�' dGGJ Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ —�"� Square/Linear Footage of Work: Type of Work: DAddress DAlteration Description of Work: ORepair/Replace –C� ODemolition *+ x* ***+ x*: x**: *****+ x****** x: *+ r************ Fees**+ x************** ** ***** *****+x******* * ****** Submittal Fee $ Permit Fee $ 1 - c). CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ -r 00 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 . Tie : 'proved and a reinspection fee will be charged. Signature (did' Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 tj, by `t _t-�' r -Ne 7 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 PUBLI Sign: . Sign: Print: r : ��45�� '. Print: My Commission Expires: = > : ' � ��\∎ %, \�� My Commission Expires: *** f, * *x "i4** * * **xx**** * *** x***** *xxxx*x**** * *** x * ****** **x****xx*** xx******* **** mxx **** * ** , APPROVED BY v '�p/ Plans Examiner Zoning (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): Address: t 3 l 3 /1, e - 9y44, City: t1 / /4.H/ 5W S State: Permit No. It— t 1 2-- Master Permit No f 1. g—// — 6/(2, 079- .c-W7-F4 Phone #: Zip: 33 /3 cS Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 70v 3 .0, 9. E ' City: Miami Shores County: Miami Dade Zip: 3 3/3 C� Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: OJ,CJ179— Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: DESIGNER: Architect/Engineer: Phone #: Email Address: Value of Work for this Permit: $ Type of Work: ❑Address Description of Work: ❑Alteration Square/Linear Footage of Work: New ❑Repair/Replace ❑Demolition ******** * * * ** ** ** * * *** ** * * * * * * * * * *** * ** Fees************* * ** ** * * * **** * ** *** * *** * * * * * ** ** Permit Fee $ �� CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ Submittal Fee $ Scanning Fee $ 5 TOTAL FEE NOW DUE $ 4 (J •w 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 wi not be roved and a reinspection fee will be charged. Signatur Owner or Agent Signature Contractor The foregoing istrument was acknowledged beforree me this The foregoing instrument was acknowledged before me this day of , 20 IA , by �- " •" " ` CCI--t°CC2e, day of , 20 , by who is personally known to me or who has produced rL 19 who is personally known to me or who has produced As identification and who dig take an oath. as identification and who did take an oath. NOTARY PUBLIC: \,\ ... t? "1/, PUBLIC: �/ Si •? '�D '•' — Sign: Print: — cr` Print: My Commission Expires: ®,c• �t�p/a,� 'rte \\\� '/s ■imuttitik v‘ My Commission Expires: * * * * * * * * * * * * * * * ** �a ** * v****************************** * *** * * * * * * * * ** * ** *** *** * * * * * * ** *** * * * * * * * ** 49 f co, // Plans Examiner APPROVED BY Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009XRevised 3/15/09) 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 iEP 1 2011 Y :U....:.....o..o..... Permit No. c. i L - s'i0. Master Permit No. ke.0 Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): tdiliFC10fEe Phone #: Address: City: l® ,v/ t . 9 sI State: J7)9/#4144, 9 i (1}r !~ j zip: 3 3/ 3 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: /6 9 3 )/ a l I° City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: j e,..a L-46) 7 _ City: MI � State: Zip: `'' 73 L Qualifier Name: OA ado®a Phone #: 3D:-G— Z ?4-4-'11/4.3`0 a. State Certification or Registration #: _ 1 �d 0 tr7 Certificate of Competency #: Contact Phone #: Email Address: d o ®z• 4-, edlen DESIGNER: Architect/Engineer: Phone #: County: Miami Dade Zip: 3 3/ .33 NO Flood Zone: one #: j 86f Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Address DAlteration ❑New DRe ' air/Replace DDemolitjon Description of Work: •► `1✓ �C . P'' titti ********* ** ***** * * * * *** * * * ** * * ****** ** *F s * ** ****** * * * ** * * * * * **** ** * *** ** * * * *** * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ 27 • CO Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ • 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 , he proved and a reinspection fee will be charged. Signature /7- ALIA Owner or Agent The foregoing instrum t was acknowledged before me this 9 The fo day of ' 20 1 , b&311-1 l ft ek [ day of who is personally known to me or who has produced CU\ f4 o i As identification and who did take an oath. I� NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY \\� ttnuu►►►r,t�� ' J going i strument as ackno edged before me , 2( , by known to me or who has produced Identification and who did take an oath. OTA Y PUBLIC: r Sign: Print: My Commission Expires:t hhMrn! Sow ************************* * * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** Zoning Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Clerk 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel; (305) 795.2204 Fax: (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): Jib' 67' ' . City: Miami Shores Village County: Miami Dade Zip Code: ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT 14.)0TOn ra, y, -Ita Nom' isftilr m !a 1.11§Mill MANUFACTURER / ! ",11 1iM,)A AHU or PKG. UNIT MODEL # R ; , lj'��'ini COND. UNIT MODEL # " 1 !ZL% . if N I f 4 KW HEAT NOM TONS 111111rA,rte, rM AHUCU W. PKG AHU CU PKG / i. 1) M.C.A AHU CU PKG / 2 M.O.P AHU ° CU PKG AHU CU PKG " 11 3) VOLTS AHU J iT! "' PKG PKG UNI i ,. / / PKG UNIT / / r ♦11 ,e0 EER/SEER //. / , / 0 YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4 "CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse /Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: ldelx � d? €r1ta j7- 7ow.deg. Phone: `-- State Certificate or Re. on N. / S(0 I, 0 7 /Certificate of Competency N. Signature (Qualifier's signature only) Date: / — / / Permit No: 11 -616 Job Name: August 25, 2011 Miami Shores Viiiage Building Department Building Critique Sheet Revision 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide permit applications for revision of sub trades. 2) New filled cells must extend from the foundation to the beam. 3) The energy calculations must be done on the whole house not a portion. /lee n �/ F -• - ,,J. — Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 170226 Permit Number: PW -2 -12 -301 Scheduled Inspection Date: March 14, 2012 Inspector: Rodriguez, Jorge Owner: WEACHTER, WILLIAM AND RUTH Job Address: 1043 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: CRITICAL PATH SERVICES, INC Permit Type: Public Works Inspection Type: Final Work Classification: Public Works Phone Number (305)865 -7715 Parcel Number 1132050320050 Phone: (305)758 -7466 Building Department Comments TRENCH FOR UNDERGROUND SERVICE Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 13, 2012 For Inspections please call: (305)762 -4949 Page 15 of 27 Public W Permit , .lion FBC 2 Permit T . V �bec works wnTF.R,? /% , //% t1 ��3�" Owner's Name (Fee Simple Titleholder.) ' � t 7 v4e Y—Awp mne,. .o t '0 Owners Address / ©`Z U C� GCJ' S p- qty. hl Jq ( S ii∎OW9 State 1 'c . Zip �2 �' Tenant/Lessee Name / _ Pion it RECEIVED FER 222012 BY: Miami- Shores Village Public Works Department 10050 N.E. 2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit No. ?` 2 -301 Job Address (where the work is being done) /0.1/3 173 ,, b 9& �} City Miami Shores Village County Miami Dade Zip '3 / ✓ L/ Is Building Historkcgy Designated: YES NO ap-,,,e/AtrAt Contractor's Company Name p p; 60.6 Contractors Address 2& g • 47,47) i`i 1/ I ( . X? / city # <!�4 f stale f 'L— . 4, S5133 33 Architect/Engineers Name (if applitabie) $ value of Work For this Permit Type of work Describe work Phone d: Lineal Footage Of work ❑ Addition C] ❑ New Repair/Repiace ❑ Demential 70G,Jt � t� ®2 f� (f /GAG d aeP, Submittal Fee $ Permit Fee $ /PP CCF$ Nary $ Trainirgl/Edwadion Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Structural Plan Review Code Enforcement: $ Total Fee Now Due $ (Continued on opposite side) 1,0 st(112,0 Bonding Company's Natne (if applicable) Bonding Co,{apany's Address City State Mortgage Lenders Name (if applicable) Mortgage Lenders Address City State N/A N/A 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 this issuance of a Public Works 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 , whose property is subject to attachment Also, a certified copy of the recorded notate of commencement must be posted at the '• b site the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the ij. > .-;-. /" will not be approved and a - spe • n fee will be charged Signature Owner or Agent Signature • The foregoing 1 ment was acknowledged before me this The foregoing instrument was acknowledged before e this day of f ' , 20 f Z by C �/ 4 2I P" k44ay of rek . 20 j Zby 6't ° f 'vim 0/e /C-- , who is ersonaUy known to me qr who has produced Who is NOTARY PUBLIC: Sign: V slit Print: My Commission Expires: as identification and who did take an oath. natty know to me c4r has produced as identification and who did take an oath. APPUCATION APPROVED BY 11/17/2005 Public Works Director or his designee. 10 ' Lc) �.rb op I2," wtD aera) ALLEY. *SO' H6415-0'v_8o;00 1 SZ7. G. s. 2Es. No 1043' v 41 7 a t . 4?. ` ASPHALT 'DRtvEWA1 if °. 5014 filip#00 }`o3721 t4 p° ;pe .Pave mtnf ---. NE. • 618 Ai). 5T. SITE. 'PLAN SCALE fns 20' a 03- 02- 12;10:40AM; VZ o1 STATE OF FLORIDA- DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 CRITICAL PATS SERVICES INC P 0 BOX 330429 EXAM FL 33233 • Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. 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.myforidallaer*se.com. impact you subscdribe to Information eartment newsletters s divisions nd team more about then that Department's initiatives. Our mission at the Department is: License• Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can servo your customers. Thank you for doing business in Florida, and congratulations on your new ticensel DETACH Hf?RE ; ;M r'J;..., w.:.:, ,t,..�:,,•< STATE.aF''L�RIDjf:;; ,; > :•• •L1.- �,, •:,,,)Ln:: 03- 02- 12;10:40AM; # 5/ 6 .. .,+ n+•+. r...-...,. r r�.,.,. e. e. ��. ,+,,. r.. r. rr.,, rr.... e.... v.....«.-.,.• w:.v r•:. tr.. e... r,. r.•,.v �,..,,,. r�. ....+r....�.— ...,.�.- ..- �,r.�.. .... r .. ... ..... rr- ...•,..�.....,......e�.w�..e.e • ••. ,... ::2011:: "..:. ;:,. :,LOCAL.BCi.S�NESS,TAXC.RECthOt +:.: ':.;201•^x,'.. ;:.`,' .;:,:'': FIR " TAX :,COLLECTOR ••; . •MIAMIDADE•:COUNTY » STATE OF� FLORID*..' :: • :, ." U.S • :440 Aflk•FLAGLER ST.' C T; . • . •, :.1.st:FL'OOR. • ..,•...:: :. . • �CPIR, S SEP 30;• ^012 �. . • • , .. • •. . ;;:';IVIIt FL FL.33180. ' . ....'• MUST. BE DISPLAYED' AT PLACE. OF BUSINESS'.' . ODE• CHAP..TER;.8A:- 'ART..9 & x0.. PER • PI IRSUAIVT T© CQUNTY'C n •••• •••••' _ • tur. arY« r,xu,tuiu...•"am "mann,utom ,.L,.\.r,uu .a u.:a r. �.�nrnv..•... •, • r� r run 1 �• u n. uti:L,,.,..a,.v:vu.«u«u�vim�'r. is�tl.�% 410510 -2 BUSINESS NAME / LOCATION CRITICAL PATH SERVICE INC 2200 S DIXIE HWY 33133 MIAMI THIS IS NOT A BILL — DO NOT PAY RENEWAL STATE# cCGC052781 42$7 04- 1 701 OWNER CRITICAL PATH SERVICE INC Sec T of Business WORKER /S ' 196 GENERAL BUILDING CONTRACTOR 1 HIS IS ONLY A LOCAL IUSINESS TAX RECEIPT. IT IDES NOT PERMIT THE (OLDER TO VIOLATE ANY MISTING REGULATORY OR ONING LAWS OF THE �OHSS OR REXPAIMPT NOR IOLDBR FROM ANT =HER iEHM1T OR LICENSE rotA CERTIFICATION CP 1IE HOLDER'S CUALIFICA MJNS. 'ATIRENT RECIVED k AM1 -DADS COUNTY TAX 20I-LECTOR: 08/10/2011 60000000057 000045.00 SEE O'T'HER SIDE DO NOT FORWARD CRITICAL PATH SERVICE INC CRAIG SCHAFFER PRES PO BOX 330429 MIAMI FL 33233 43 eitg Patti CERTIFICATE OF USE FIRE SAFETY PERMIT THIS IS NOT A BILL BUSINESS NAME : CRITICAL PATH SERVICES INC DATE ISSUED: 06/22111 VALID FROM: 01101/11 TO 12131111 ACCOUNT NUMBER: 443297- 618078 SERVICE ADDRESS: 2200 S DIXIE HWY 6701 APPROVED USE: CUM-OFFICE BUILDINGS - C.U. RESTRICTIONS: At. • PLEASE DISPLAY THIS CEKrWI ATE INACONSPIcUDUS LOCATION ATOCCUPANCYADDRESS. • FAVOR DEA MISTRARESTECERTIFI CNDOENiNSITICOMBtEENLAat RECVON DEL COME ACIO. 03- 02- 12;10:40AM; NOTICE: This certificate is Non - Transferable. If you relocate. sail the business, or change Ilhe type of business a new certificate must be obtained from Building and Zrmfng at 444 S.W. 2n0 Avenue, 4" Fluor, Phone: (305018-11W • 03- 02- 12 ;10:40AM; # 3/ 6 STATE OF FLORIDA nzpzu Tsmc O$' BUSINESS AND PROFESSIONAL REGtTLATION CONSTRUCTION INDUSTRY LXCENSING BOARD (850) 48'7 - 1a95 TALLANORTH P,, E ON]203� STRFLT32399-.0783 SCRAPPER, CRAIG IAN CRITICAL PATE SERVICES INC 2200 SOUTH DIXIE Ma SUITE 701 MIAMI FL 33133 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every daywe work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myftoridotiaense..com. Impact you, subscribe to Information artrnnt newsletters and team more aabgout the that Department's initiatives. Our mission at the Department Is: License Efficiently, Regulate Fairly, We Thank constantly fo strive to busineoss in Florida and congrnatulation your your ew license! 03- 02- 12;10:40AM; • CRITPAT -01 # 2/ 6 SSIMEON "'i4"'' CERTIFICATE OF LIABILITY INSURANCE DATE(MM/Dbfe 3/2/2012 THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pallcy(ios) must be endorsed. If SUBROGATION IS WAIVED, subject to the tens and condltlons of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such andorsement(s). PRODUCER Collinsworth, Altor, Fowler & French, LLC 8000 Govemvrs Square Blvd Suite 301 Miami Lakes, FL 33018 -C+ 'ONYAO`r NAME: tArc. Nn. 822 -7800 Fo 3(� 362 - 2,4473 AIL SS AD INSURER($tAFFORDING COVERAGE NAIL O INSURER A :Amerisure Mutual Ins Co 23396 INEURF.D Critical Path Services, Inc. 2200 South Dixta Highway Suite TO1 M1arnl, FL 33133 CriVt IZAtt :PA ..r.,,.........,. ..... ._—_. INSURER a :Amorisura Insuranco Co 19488 INSURER C: INSURER D : INSURER E: INSURER F: TH18 13 TO CERTIFY THAT THE POLICIE INDICATED. NOTWITHSTANDING ANY R CERTIFICATE MAY BE ISSUED OR MAY EXCLUSIONS AND CONDITIONS OF SUCH *MR LTTR TYPE OF INSURANCE A B OENERAL LIABILITY X COMMERCIAL GENERALLTA131LnY CLAIMS -MADE 13 OCCUR X BLANKETADDTL INSD X BLANKET WOS GENT.AOOREOATE UMITAPPLIES PER POUCY I A I JCt'T E1 LOC AUTOMOBILE LIABILITY X ANY AUTO ALL OWNED AUTOS X HIRED AUTOS B X REVISION NUMBER: 5 OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED MOVE FOR THE POLICY PERIOD EQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS, POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 9WVn• POLICYNUMBRR (MMIDINTYNY MMIDDI YI ADDL INER GL204azs2 LIMITS 101/2011 101112012 A(ITO• FDU D AUTOS • N WNED UMBRELLA Lime OCCUR EXCESS LTAB H ctAIMS.MADE DED 1 1 RETENT ONE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN j OFFFANY IFCEER/MEME R1 ExCLUDED? E YI I TMan Teunder a85GFUFTION OF OPERA71001 below CA2004330 EACN OCCURRENCE $ DAMAGCT' PREMISES (Ea ocxu,rancel 3 MEP EXP (Any one person) S PERSONAL & ADV INJURY $ GENERAL AGGREGATE g PRODUCTS •COMP/OF'A00 $ 3 GC1(dH1N 4914fINCLOUMIT 3 10/1/2011 10/1/2012 BOU1LY INJURY (Par paten) $ 1,000,000 300,000 10,000 1,000,000 2,000,000 2,000,000 1,000,000 DornLYrrLIURY <Par t) $ MOPERTY )DAMAGE $ EACH OCCURRENCE $ AGGREGATE NIA WC2048283 10/1/2011 10/1/2012 X I To v uM I I S E . EACH ACCIDENT $ 1,000,000 E.L DISEASE- EA EMPLOYEE a 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 401. Addlapnal Remarks SCMOSle X mare space is moulted) CERTIFICATE HOLDER EL DISEASE - POUCY LIMIT $ 1,000,000 CANCELLATION Mlamt Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) 01988-2010 ACORD CORPORATION. All rights reserved. Tha ACORD name and logo are registered marks of ACORD Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Cp Inspection Number: INSP - 169174 Permit Number: EL -5 -11 -812 Scheduled Inspection Date: April 17, 2012 Inspector: Devaney, Michael Owner: WEACHTER, WILLIAM AND RUTH Job Address: 1043 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number (305)865 -7715 Parcel Number 1132050320050 Building Department Comments RELOCATE EXISTING FIXTURES IN KITCHEN AND BATHROOM Passed 1E4 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 169124. Add 2 receptacles to the island. Service not to code. Service drop extends over the roof more than 3 feet. Main breakers over 6' 8 "hiogh. Need as built plan on service. April 16, 2012 For Inspections please call: (305)762 -4949 Page 5 of 21 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 :ieturn to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Bill To WILLIAM AND RUTH WEACHTER 1043 NE 98 Street MIAMI SHORES, FL 33138 1013 NE 98 Stroot MIAMI SHORES, FL 33138 Date 01/04/2012 01/06/2012 01/06/2012 Fee Name Change of Contractor Fee Scanning Fee Notary Fee Invoice Number: EL -1 -12 -43061 Invoice Date: January 04, 2012 Permit Number: EL- 5- 11-812 Bond Number: Comments: Fee Type Fixed Calculated Fixed Fee Amount $75.00 $3.00 $5.00 Total Fees Due: $83.00 Payments Date Pay Type 01/12/2012 Credit Card Check Number Amount Paid $83.00 Change $0.00 Total Paid: $83.00 Total Due: $0.00 Monday, February 27, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Y2 Do Permit No. jZCI ( 6 c Master Permit No. 0-- l — 1 Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): FA-A-14 + 1:3i �- � Phone#: — S65 15 Address: t p. City: N t z ' \ v State: zip: Tenant/Lessee Name: Phone #: Email: � s'U, RQ �ik[4 �J ��C6:) JOB ADDRESS: (4C" 2 NC c9 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: p-p_,�.�. Phone #: Address: C 7k3 "4 ,' %1��`' City: M A 1 `5 -C State: t-. Zip: 3-5 1" Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 1 / 2 Square/Linear Footage of Work: Type of Work: OAddress ❑Alteration p ONew , epair/Replace ODemolition Description of Work: -�� mix. 'F —U12-E- t * ****** ****** *** *****************a: *x *** Fees+ x************ t*********** * * *** * *** **** * * * ** Submittal Fee $� Permit Fee $ Z7 e, �e� S CCF CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE 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 ins' 'ction which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection e approved and a reinspection fee will be charged. Signat ,4477 Signature Owner or Agent Contractor The foregoing instrument was ac ow1edged before me this LC The foregoing instrument was acknowledged before me this day of (/� , 20// , by l � day of , 20 _, by who is ersonally known to me or who has produced R.° 1 who is personally known to me or who has produced As identification anc��Vel\pili8 et path. as identification and who did take an oath. \ 11 NOTARY PUBLIC: p� ®'° NOTARY PUBLIC: °310612012 Sign: Ti Plltl1C g Sign: Print: s (5'....,.. 00p765901 f ` ®e"� Print: My Commission Expires: ° "/1,1 E ®\\ \\ My Commission Expires: APPROVED BY '�i'40 fl Plans Examiner Zoning Structural Review (Revised 07/10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk Miami Shores Village uil ting Depa ment i O50 N.E.2nd,Avenue ami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT 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 new form states 75,000). 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 understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial �! J 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial �Bf 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial .) 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that,, oneously unplie that# property owner is-proVirfing,h,i.Sor tier own tabor and - atenals; t, as an Miler -1)11i otay to ar�d fi Ckec tQfis no s fins o,al ripk for , r#tuf es _ sustained <biratt ota sea-perst>o or tf s r working on my property:" M Homeowner's trisuranseltiay ntit provide coverage for those inlunee.: ram winfulfy actin owner - Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) end must provide workers compensationlor It* emp(*.e4untfersCand that my failure tC follow these may subject to serious fnano alrisk 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.myforidalicense.com /dbpr /pro /cilbfindex.html _ Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party Dally and financially responsible for the proposed construction activity at the following address: Initial___ 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 1 IP day of , 20 // By who was personally known to me or who has �� U # ,pt- „„,,,,, FLOR` \‘`\ ii,tllllto Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 159777 Permit Number: MC -5 -11 -872 Scheduled Inspection Date: January 25, 2012 Inspector: Perez, JanPierre Owner: WEACHTER, WILLIAM AND RUTH Job Address: 1043 NE 98 Street Miami Shores, FL 33138- Project <NONE> Contractor: DUAL TEMP AIR CONDITIONING CORP Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number (305)865 -7715 Parcel Number 1132050320050 Phone: (305)325 -4502 Building Department Comments INSTALLATION OF 2 TONS A/C SYSTEM AND 4 SUPPLIES/ 1 EXHAUST FAN T4 1/ Inspector Comments Passed rum, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 24, 2012 For Inspections please call: (305)762 -4949 Page 1 of 30 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 1043 NE 98 Street Miami Shores, FL 33138- 1132050320050 Block: Lot: WILLIAM AND RUTH WEACHTEI Owner Information Address Phone CeII WILLIAM AND RUTH WEACHTER 1043 NE 98 Street MIAMI SHORES FL 33138 (305)865 -7715 1043 NE 98 Street MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone DUAL TEMP AIR CONDITIONING COR (305)325 -4502 Valuation: Total Sq Feet: $ 2,400.00 0 1 Tons: 2 Additional Info: A/H , COND UNIT, 4 SUPPLIES & EXHAU Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 1 Date Approved: : In Review Type of Work: MECHANICAL Fees Due Amount CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Permit Fee $100.00 Scanning Fee $3.00 Technology Fee $2.40 Total: Pay Date Pay Type Invoice # MC-5- 11-40932 05/25/2011 Credit Card Amt Paid Amt Due $ 111.80 $ 0.00 Available Inspections: Inspection Type: 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. May 25, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date May 25, 2011 1 Bit C°44466\' Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL Permit No ��--� Master Permit No. Owner's Name (Fee Simple Titleholder) `O U/4 ' % Phone # Owner's Address /Oct 3 4,L_ _ g City Hi/4.J -I glloiee_ State d s Zip 35/ 3 Tenant/Lessee Name Phone # Email 1 df c /J /3) e )/4� ,1 0F1 Job Address (where the work is being done) lb c City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO, 33/38 Flood Zone �- Contractor's Company Name T�),/) e4/4) /i /� ,/hone # .) �"."-"- Contractor's Address /563 S 54) jL/ 2 .t City ,iv/ y‘ideiuz-. State 7 7D/2, )4 Zip / 949 Qualifier Nam�j}yn K % Phone # 3 J �o Z_ State Certificate or Registration No. .04/C. / %/ Co 07 / Certificate of Competency No. E -mail kl /Ss //2 -0 4) C. ea7) Contact Phone,.3D " Z 3 4'5`0 2_ Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 6— Square / Linear Footage Of Work: Type of Work: (Addition ❑Alteration [New ❑ Repair/Replace ['Demolition Describe Work: /4 2 7-441 4/C 5 s- n Mfr. 4f 5'41/?/)/ / ®E' l� 6(7,-741,05r- ************************************** Submittal Fee $ Permit Fee $ Notary $ AF W 11 CCF $ CO /CC $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: ^ Structural Review. $ Total Fee Now Due $ lit 60 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 MR 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. Owner or Agent Contractor 9 The foregoing instrument was acknowledged before me this The The foregoing instrument was acknowledged before me this C� day of ��f , 20/��, by H �,1�' f . , day of , 20 (,, by ib7_ who is personally known to me or who has produced 1'� who is personally known to me or who has produced �L As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLI • \`\`\`,‘��uu +uut,�� /� / //° NOTARY PUBLIC: \\:\l�l 1 1, Sign: ® 0 Sign: Print: .::1-- Print: -_ 0 _ 7. = T cow - • My Commission Expires: j o ° ° c : My Commission Expires: •..% ®\ e� .� X13••. By ;'�v\\\`� ,', ,,\ sal;. 6,\\\�� -, / /i ✓/ \��'1� //11IlIit11Ut TA APPROVED BY Tans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): /0,3 5 City: Miami Shores Village County: Miami Dade Zip Code: ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS RI (AHRI) DATA SHEET REQUIRED Change Disconnecting(means: YES 00 ❑ ARHI Sheet A ached: YES ❑ NO Contract Attri ed: YES ❑ UNIT BEING R IYI A-CEIT DATA NEW UNIT .(i0i�, MANUFACTURER PV / AHU or PKG. UNIT MODEL # C�3"7/2 /e &:72.,1 -5&,-.0 COND. UNIT MODEL # -° X`x,-) KW HEAT `" – /.ZG--% 2. y-z . NOM TONS . ,' 1 AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU U PKG PKG UNIT / / • (MG UNI / / EER/SEER / 3" 6 YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4 "CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse /Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: i)//47,-)-/.> ` e5•y2 o/ 774,34 fj Phone: ate' 6-2 5-- 1-1 .� 0 2 State Certificate or Registra o C 4 £ / (0 07 / Certificate of Competency N. Signature Qualifier's s ature onl Date: -3- e� ,�1i> CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 05/11/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Atlantis Insurance 15441 SW 137 Ave. Miami, FL 33177 Phone (305) 969 -8776 Fax (305) 989 -8744 CONTACT NAME: PHONE Ext): FAX No): A•MAIL ADDRESS: PRODUCER CUSTOMER ID #• INSURER(S) AFFORDING COVERAGE NAIC # INSURED DUAL TEMP AIR CONDITIONING CO 15835 SW 147 Ln Miami, FL 33196- 305 -525 -4502 INSURERA: GRANADA INSURANCE CO INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDLISUBR INSR WVD POUCY NUMBER POUCY EFF (MM/DD/YYYY) POLICY EXP (MMIDD/YYYY) LIMITS A GENERAL n ❑ ❑ LIABILITY COMMERCIAL GENERAL LIABILITY ❑ CLAIMS -MADE V OCCUR 0185FL00018473 04/11/2011 04/11/2012 EACH OCCURRENCE $ 1000000 GE PRREM PREMISES (Ea occurrence) $ 100000 MED EXP (Any one person) $ 5000 PERSONAL & ADV INJURY $ 1000000 GENERAL AGGREGATE $ 1000000 ❑ PRODUCTS - COMP/OP AGG $ 1000000 GENL AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PRCI -- • LOC $ AUTOMOBILE UABIUTY ❑(Ea ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON -OWNED AUTOS ❑ COMBINED SINGLE LIMIT accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ ❑ UMBRELLA LIAB ❑ OCCUR ❑ EXCESS LIAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ ❑ DEDUCTIBLE ❑ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) ff yyes describe under DESt RIP1nON OF OPERATIONS below Y / N N I A r7 WC STATU- OTH- TORY LIMITS ❑ ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg Dept 10050 NE 2 Ave Miami Shores Fl 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009/09) QF ©1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. B. C. COPY OF QUALIFIER'S STATE LIC CARD COPY OF LOCAL BUSINESS TAX RECEIPT COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: O(7�ay) /Zs &A2/3/ BUSINESS ADDRESS: /58-.3s-76) J'Cf) STATE ZIP CODE 3 3 / BUSINESS PHONE: (323 ) . " 4 SV 2- FAX NUMBER CPO) a J 4 C CELL PHONE ( ) QUALIFIER'S NAME: 4. 4064) z1/5 %Z QUALIFIER'S LIC NUMBER:. / ,gym a 7 ( E -MAIL ADDRESS (IF APPLICABLE): e.-7- ii9/S 14-1 /La AOC " 0'11 Created on 3119109 BY MLDV 1 RV 3126109 MLDV ALEX SINK MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2010 LOCAL BUSINESS TAX RECEIPT 2011 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2011 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER SA - ART. 9 & 10 THIS IS NOT A BILL — DO NOT PAY FIRST -CL U.S. POS1 PAID MIAMI, PERMIT N( 642220 -8 RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 669038 -3 DUAL TEMP AIR CONDITIONING CORP STATE1 CAC1816071 15835 SW 147 LA 33196 UNIN DADE COUNTY OWNER DUAL TEMP AIR CONDITIONING CORP Sec. Type of Business WORKER /S THIS IS r,`,•6A t'DF�C MECHANICAL CONTRACTOR 1 BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONIN0 LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT DR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S OUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 07/20/2010 09010109001 000075.00 SEE OTHER SIDE DO NOT FORWARD DUAL TEMP AIR CONDITIONING CORP RAMON YSIDRO MUNOZ 15835 SW 147 LN MIAMI FL 33196 ie 11111 I1i,aa,11 l a}t1I I331fa11a 13 3111 eh IFa ill }11 bk11 }� STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. 07 -14 -2009 EFFECTIVE DATE: PERSON: FEIN: 07/14/2009 EXPIRATION DATE: 07/14/2011 MUNOZ RAMON Y 263104907 BUSINESS NAME AND ADDRESS: DUAL TEMP AIR CONDITIONING CORP 15835 SW 147TH LANE MIAMI FL 33196 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED AC CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 05 (14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election ender this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.06(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.06(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time atter the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-16 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 DtIAL T,,.. AIR CONDITIONING AND REFRIGERATION CONTRACTORS Lic# CAC- 1816071 Installion of a NUTONE 24 13 Seer unit with a new slab and a new T -STAT on unit unit come with a KW5 Heater. In stallion of new duct work four vent with new grill. Installion of a exhous fan on bath room.. Job $2400.00 Need a 70% to start work and when pass all inactions will need 30% to close job Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 j Permit Nome- Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL Owner's Name (Fee Simple Titleholder) Owner's Address / 3 // 9 s 9 y 3 y, City `f /j / 31il3f $ State Tenant/Lessee Name Email �p w n deft _VZ Phone # 33© —�p Zip Job Address (where the work is being done City Miami Shores Village ounty FOLIO / PARCEL # 9 3/3 S' Phone # Is Building Historically Designated YES NO V Flood Zone rje''. Contractor's Company Name ! 7 l l C 1ti etfjA Phone #00 Contractor's Address l(,3 v . /4, y , t 91�C Sl- aty l %?1 / � �� f�ll4 f State d . Zip 33/3g) r Qualifier Name Phone .#; State Certificate or Registration No Ce#ific,a of omictenc . o Contact Phone ix Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ❑Addition ['Alteration [New Repair/Replace Describe ®P9 °` Square / Linear Footage Of Work: 0.1 7-011 ‘int ❑ Demolition Work:._ l _ ✓�'� &dim `. r te' �' e �� /if! dr et. Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side --> Bonding Company's Name (if applicable) c;� Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application ¶sihereby made to•obtain a permit to do -the work and insta latigns as indicated. I certify that no work or installation has commenced prior to the 'issuance of a permit anat a I +prk `. 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 MR 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 perms with 'is stimated value exceeding $2 , the applicant must promise in good faith that a copy o the notice of commencement an co s(ruction lien law brochure will gel u�` Id to the person P g f� PYf f � � � � ,� p whose property is subject to attachment. Also a certified copy of the' Ccorded notice of commencemeni lust b4bsted at the job site for the first inspection which occurs seven (7) days aft`he` biiitding permit is issued. In the absence such posted notice, the inspection will not approved and a reinspection fe,i4fil-rbFAchilfg ed. Signature Owner or Agent Contractor The foregoin instrument was acknowledged before me this The foregoin instrument was acknowledged before me this day of , 20 , by , day of , 20j( , 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: APPROVED BY Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): City: Miami Shores Village County: Miami Dade Zip Code: ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL # COND. UNIT MODEL # KW HEAT NOM TONS AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT / / EERISEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4 "CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse /Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: Phone: State Certificate or Registration N. Certificate of Competency N. Signature Date: (Qualifier's signature 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 - 169046 Permit Number: PL -5 -11 -811 Scheduled Inspection Date: January 25, 2012 Inspector: Hernandez, Rafael Owner: WEACHTER, WILLIAM AND RUTH Job Address: 1043 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)865 -7715 Parcel Number 1132050320050 Building Department Comments REMOVE AND RELOCATE FIXTURES IN BATHROOMS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments January 24, 2012 For Inspections please call: (305)762 -4949 Page 20 of 30 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163840 Permit Number: PL -5 -11 -811 Scheduled Inspection Date: August 31, 2011 Inspector: Hernandez, Rafael Owner: WEACHTER, WILLIAM AND RUTH Job Address: 1043 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)865 -7715 Parcel Number 1132050320050 Building Department Comments REMOVE AND RELOCATE FIXTURES IN BATHROOMS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 159455. rough only bath #2 Kt August 30, 2011 For Inspections please call: (305)762 -4949 Page 23 of 34 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 1\ "a Inspection Number: INSP - 159455 Permit Number: PL -5 -11 -811 Scheduled Inspection Date: August 24, 2011 Inspector: Hernandez, Rafael Owner: WEACHTER, WILLIAM AND RUTH Job Address: 1043 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)865 -7715 Parcel Number 1132050320050 Building Department Comments REMOVE AND RELOCATE FIXTURES IN BATHROOMS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 23, 2011 For Inspections please call: (305)762 -4949 Page 1 of 23 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 1043 NE 98 Street Miami Shores, FL 33138- 1132050320050 Block: Lot: WILLIAM AND RUTH WEACHTEI Owner Information Address Phone Cell WILLIAM AND RUTH WEACHTER 1043 NE 98 Street MIAMI SHORES FL 33138 (305)865 -7715 1043 NE 98 Street MIAMI SHORES FL 33138 Valuation: Total Sq Feet: $ 3,000.00 0 1 Type of Work: REMOVE AND RELOCATE FIXTURES Type of Piping: Additional Info: PLUMBING Bond Return : Classification: Residential Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $3.37 $3.37 $0.60 $225.00 $3.00 $2.40 $239.54 Pay Date Pay Type Invoice # PL -5-11 -40865 05/25/2011 Credit Card 05/06/2011 Credit Card Amt Paid Amt Due $ 189.54 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Top Out Final Underground 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. May 25, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date May 25, 2011 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. {2.0 I — g° Master Permit No. L Permit Type: PLUMBING OWNER: Name (Fee Simple Titleholder): 1- 'fit --- Phone #: ^ 6G- Address: 1.674 3 N qe City: ti1/41' `t State: Zip: 3" 1 Tenant/Lessee Name: Phone #: Email: l'at 1 Cam_ "/hr5t-r5,©. JOB ADDRESS: f G43 t•-kC City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: e It 1 ( 11%. � ' Phone #: ��5 " 5 "'�� 6 Address: l©��j City: V 1 Ah ‘"\?::7a-.....5 State: 'f-- Zip: *53 3"g Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ S/ Type of Work: ❑Address Description of Work: I%' UAlteration Square/Linear Footage of Work: New epair/Replace ODemolition *****+ x*** *:x***m********:x**** *** :era: * ** Fees * * * * *** ************u: il:**:x****** * * **:u+x*+x: *** Submittal Fee $ Permit Fee $ i J Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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, BOIT.RRS, 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 approved and a reinspection fee will be charged. Signatur Owner or Agent The foregoin instrument was acknowledged before me this Cr � day of p , 20// , by 4 {�\ t � d ae who is p rsonally known to me or who has produced l£ As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ***:x******** * * ** ***** ******* **** ***: x****** ***+ x+ x****+ x*+ x: x*****x: *** ********* ***** ********** ****** ** ******+ *** APPROVED BY eu51/6,41 Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk Miami Shores, Florida 33138 Tel: (305) 795.2204, Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT 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 new form states 75,000). 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 understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. �? Initial A) 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial I, understand that rt isfrequent practices of unlicensed persons _tp have the property owner optam an owner builder permit that, r a requst lres that'tfr& propgity owner is providing hia or her own tabor and titer i ti oN badderh ,aeniju t ncrat fc for any: tnfynes t(0310:by an to ' ttty property: fitly .homeowner s:`insurance `may not'provuie coverage "fibr those l ijurr2 1 ain owner builder and am'aware of the limits of my insurance coverage for injuries to workers on`my property._ Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and soolatsecurity contributions under the Federal Insurance Contributions Aet (FICA) atrd:mustprovideworkers con pehsation;for. e employeo' understand;that my falk1re_to follow tt e aubject to so bus financ+alrtsli, 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.myfloridalicense.com /dbpr /pro /cilbfindex.html Initial 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 712( -- j 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this By \I day of , 20 //# who was personally known to me or who has Produced there License or u Q// as Wdent' ; .ti OWNER NOTARY -r ? (*RID NoiA.RYP 131.10- S'L'ATEt), F . 1D A Claudia V. C,, t s .° zCommV`ianS Fi'312011 soma; Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 162859 Permit Number: WS -8 -11 -1415 I Inspection Date: January 24, 2012 Inspector: Bruhn, Norman W Owner: EACHTER, WILLIAM AND RUTH Job Address: 1043 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)865 -7715 Parcel Number 1132050320050 Building Department Comments 13 WINDOWS 3 DOORS Passe / Inspector Comments & Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 24, 2012 Page 1 of 1 2igh 82sJ f2Nati-k Lr1 ��,�►frt c'- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. �2/ �! / / /77f Master Permit No,. 1-/-1/ `6/ BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): /2/.../17/ /Ie� -- /t , -.- Phone #: 3 ' '®®off Address: /: /S 4. .. 9O 3 City: /1/4--/-1 ,j k State: , Zip: 33744' Tenant/Le Name: Phone#: 36� jk, T w Email: / e l'�7�. =� . ,� �%% JOB ADDRESS: `i 471 4YO SL City: Miami Shores County: Miami Dade Folio/Parcel #: /1- 3 {O S- 0 3a— OC4D Zip: 3 3 i) Is the Building Historically Designated: Yes NO x Flood Zone: X CONTRACTOR: Company Name: /al.C%e /C.- Phone #: 3 a�S 8' 2/J Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: e DESIGNER: Architect/Engineer: �-^o%'/ Am H� 4P- Phone #: 7Y EC) Value of Work for this Permit: $ /2/ ®®0 , ac) Square/Linear Footage of Work: /3 _0//70/00-g I 9CC00 Type of Work: UAddition OAlteration / New epair/Replace ODemolition Description of Work: /%gG /J ) rge. / Ooaics 4)/nt 0'c�� l ******** **** ** * ***** ** * * *** * *** * ***** ** Fees************* ******* * *********************** oa Submittal Fee $ Permit Fee $ U CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ - Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 ins s - aon ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wt ved and a reinspection fee will be charged. Signature Owner or Agent The for. ?_oing ins t-ument was ac pow� l e me thi day of �� h � ,201 � , by t r n who is perso ally known to me or who has produced As identification and who did take an oath. NOTAR Sign: Print: LIC: My Commission Expires: %c)° * * * * * * * * * ********* ** * **** ***** ********************************************** *** ***** * * ** **** ** *** *** **** * ** APPROVED BY -1"' . Plans Examiner Zoning Structural Review Clerk Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: kJf°G1. DATE: ADDRESS: /193 9g > 74 /ow/ 57, /85 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 new form states 75,000). 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 understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial_ 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial Initial___1G 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial -"'L.1 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial2 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.mvfloridalicense.com/dbpr /pro /cilb/iind ,htm1 Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 4) 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the informati ;� t,at I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of , 20 By 61/4-t\-\A fiadA6( who was etp_mnallyincult me or who has Produces ,• - - cense or as identification. 01111 I j . LAI ' OWNER NOTARY Ckalvtaa of o sslot>U , '23,2011 re NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.. - z-/-/L--76, TAX FOLIO NO. l/ T 5r/ cr:- o STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 111111 11111 11111 11111 11111 11111 11111 1111 1111 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. CFN 2011R0573369 OR Bk 27805 F's 4334; C1) RECORDED 08/26/2011 12 :16 :59 HARVEY R.UV'INr CLERK OF COURT MIAMI- C'ACDE C:13UNT f r FLORIDA LAST PAGE Space above reserved for use of recording offic( 1. Legal description of property and street/address: idV3 , F ger /141,411 W3, BPS I 6-)(14004.) 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. 5. Surety: (Payment bond required by owner from contractor, if any) univanirm �c� r ir WO • Ali r /At Name, address and phone number. 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, address and phone number. 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, address and phone number. 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR MENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE SPECTION. YOU 1 D TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK 0 "!►" G NOTIC.f. COMMENCEMENT. gn re( ). o' + ne s) or Prepared By Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this By ❑ Individually, or ❑ as for 1'Personaily known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: •(SEAL) ne. -' Authorized Officer /Director/Partner /Manager Prepared By Print Name Title /Office day of / fr./ f/ G (// \il .1.,(2-44(s 5 /w z�z'"� . e Je, ///„ Ir1fffljIU11 \ \ \ \\ \i1111i01/0 VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By Miami -Dade My Home My Home miaiiti' ade. ov Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11 -3205- 032 -0050 Property: 1043 NE 98 ST Mailing WILLIAM WAECHTER Address: RUTH S WAECHTER Living Units: 1043 NE 98 STREET MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138- Propert y Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 4/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,688 Lot Size: 8,320 SO FT Year Built: 1960 $50,000/ 5 53 42 KINNEY PARK Legal PB 67 -78 LOT E LOT Description: SIZE 80.000 X 104 OR $50,000/ 20118 -0286 12 2001 1 OR 27617 -4158 0211 12 Assessment Information: Year: 2010 2009 Land Value: $100,306 $146,601 Building Value: $253,852 $271,165 Market Value: $354,158 $417,766 Assessed Value: - $354,158 $384,079 Exemption Information: Taxable Value Information: Year: 2010 2009 Home t ad: $25,000 $25,000 2nd Homestead: ®® Exemption/ Taxable Value Information: Year: 2010 2009 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $304,158 $334,079 County: $50,000/ $50,000/ $304,158 $334,079 City: $50,000/ $50,000/ $304,158 $334,079 School Board: $25,000/ $25,000/ $329,158 $359,079 Sale Information: Sale Date: /2011 Sale Amount: 350,333 Page 1 of 2 Aerial Photography - 2009 0 111 ft My Nome I Propertv Information 1 Propertv Taxes My Neighborhood I Propertv Appraiser Home I Using Our Site 1 Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. At rights reserved. Legend Property Boundary N Selected Property �./ Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 8/5/2011 08/08/2011 12:00 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 11001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /R% NO 1650 RECIPIENT ADDRESS 93058617200 DESTINATION ID ST. TIME 08/08 11:59 TIME USE 00'52 PAGES SENT 2 RESULT OK efr=. Permit No: 11 -1415 Job Name: August 8, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet 1) Provide a substantial improvement verification work sheet. 2) The design wind load calculations are based on the wrong wind speed. 3) Mark product approvals to show the components to be used. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Not , 12,O© Permit No: 11 -1415 Job Name: August 8, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet 1) Provide a substantial improvement verification work sheet. 2) The design wind load calculations are based on the wrong wind speed. 3) Mark product approvals to show the components to be used. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 r ° 30s- I - bi2,o® (V 7e j2 x318" it,c6m 0=1 $3'�gx 38 Y8 RUTH S WAECHTER CEL: (305)308 -0005/ PH: (305)865-7715 JOB SITE:1043 N.E. 98th ST MIAMI SHORES FL 33138 PROPERTY FOLIO No.11 -3205 -032 -0050 PROJECT: REPLACEMENT WINDOWS AND DOORS SINGLE FAMILY RESIDENCE. r -N/(A, 3 FY?? (/ let 101 voloko 0 vie 263 1 5 t1 APPROVED FRONT DOOR ZONING DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window, LLC 601 NW 1211' Ave. Pompano Beach, FL 33069 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 wwwanairaida de. oy/ubildin2code 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 when; allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 805 Aluminum Horizontal Rolling Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W08 -81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.) ", sheets 1 through 7 of 7, dated 09/19/08 with the latest revision `B" dated 02/10/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmed, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile impact Resistant LIMITATIONS: Glass Typo "E ": The Maximum Design PreESure Rating of +_ 79.0 psfforMetallic Sweep Itches. 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 shalt automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09- 0105.02 and consists of this page 1 and evidence pages 11-1, E-2 and B-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. APPROVED NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 Page 1 T. M. Window, LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, Sheets 1 through 7 of 7, dated 09/19/08 with the latest revision "B" dated 02/10/10, prepared by Al -Farooq Corporation, signed and sealed by Javad Ahmad, 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 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 1'TL -5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Vii - 5457, dated 01122/08, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09- 0105.02) 3. 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 aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P. E. ( Submitted under previous NOA No. 09-0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per .FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0120.01) Jaime D. Garcon, . E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 E -1 T. M. Window, LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. 14 °fL- -3946, dated 11/04/03, signed & sealed by Edmund() Largaespada, P. E. (Submitted under previous NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by A1- Farooq Corporation, dated 10/01/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 09- 0310.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 04/02/09, expiring on 02/08/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated February 25, 2010, signed and sealed by Javad Alunad, P. E. 2. Statement letter of conformance and no financial interest, dated September 25, 2009, signed and sealed by Arshad Viqar, P. E. 3. Laboratory compliance letter for Test Report No. FTL-5945, issued by Fenestration Testing Laboratory, Inc., dated July 31, 2009, signed and sealed by Julio E. Gonzalez, P. E E -2 Jaime D. Gaseon, P. E. Chief, Product Control Division NOA No. 09-1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 T, M. Window, LLC • JTOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. F F1 57, issued by Fenestration Testing Laboratory, Inc., dated March 13, 2008, signed .and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09- 0105.02) 5. Laboratory compliance letter for Test Report No. FTL-5459, issued by Fenestration Testing Laboratory, Inc., dated February 21, 2008, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09- 0105.02) 6. Laboratory compliance letter for Test Report No.'s FrL -3946 and 141 L- -3995, issued by Fenestration Testing Laboratory, Inc., dated November 04 and 13, 2003, both signed and sealed by Edmund() Largaespada, P. E. (Submitted under previous NOA No 04- 0120.01) 7. Proposal issued by BCCO, dated October 09, 2008, signed by Manuel Perez, P. E. G. OTHERS 1. Notice of Acceptance No. 09- 0105.02, issued to T. M. Window & Door, LLC. for their Series "805" Aluminum Horizontal Rolling Window w/ & w/o Reinforcement -- L.M.I., approved on 03/04109 and expiring on 05/13/14. E -3 Jaime D. Gaston, P. E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 • 7/16* OVERALL GLASS TYPE 'A' 3/16' HEAT STREW') GLASS 120" INTERLAYER UVEKOL -1.10 RESIN BY 'SURFACE SPECIALTIES INC.' 3/10° HEAT STREN'D GLASS SILICONE GE RG57700 DOW CORNING 995 15 7/16' OVERAU. GLASS TYPE 'a' 3/16' ANN. GLASS ,120' INTERIAYER 1NENOL —LIO RE59a BY 'SURFACE SPECIALTIES 6AC.' 3/18' ANN. GLASS 1/2' OVERALL GLASS TYPE 'C' • SILICONE GE ROS7700 DON CORNNG 999 1/2' OVERALL GLASS TYPE 'IY GLAZING OPTIONS 5,010 _620 ALUMINUM HORIZONTAL ROLLING WD'W. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS its BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8` TEMP. GLASS 1/4° AIR SPACE 1/6° ANN. GLASS .090° INTERIAYER SAFLEX 19G PVB BY '50LUTN' 1/8" ANN. GLASS SuCONE GE RGG97700 DOw CORh6NG 999 11/10' OVERALL INSLLL. GLASS TYPE 'E' TYPICAL ELEVATION MAXIMUM DESIGN FOR SIZES Au u11 (LA .i1hJ1b LOAD RATING SHOWN ABOVE OR — PSF SMALLER CLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE '0' GLASS TYPE '8' EXT.(+) INT.( —) EXT.( +) INT.( —) EXT.( +) RNT.( —) E41.( +) 1NT.( —) EXT.( +) 9NT.( —) 80.0 90.0 90.0 130.0 90.0 90.0 55.0 55.0 79.0 79.0 LOADS SHOWN ABOVE ME FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES. FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 110.0 PSF. THIS PRODUCT HAS BEEN DE56GNED AND TES1E0 TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HYHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS 1407 SHOWN 9N THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE LS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. NATERWS INCLUDING BUT 1407 LURED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA Lam. CODE SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 81300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 —DEC —219 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 114414•0 CRIL PIA PE [___70582 C.A.N. FEB 1 9 2010 M.� 2 g oq a 1 14, 82 0 !i 1 drawing no. W08 -81 Let 1 of 1) FALSE Mi1NTVRS (SURFACE APPLIED) MAY BE USED 111" MAX. 10 1/4" MAX. HEAD \SILL AT FIX. ME 8" MAX HEAD/SILL CORNERS ADOL ANCHOR REDD. FOR INSTALLATIONS IMO WOOD STRUCTURES OR THRU W000 SUCKS IMO MASONRY FALSE MU91195 (SURFACE APPLIED) MAT BE USE i \ t 1 111" MAX. WINDOW ROTH 14 7/8" MAX. HEAD SILL. 8' MAIL HEAD /SILL CORNERS 32 7/8" 33 1/2' 32 7/8" D.L OPO. D.L. 010. 1 11 �tri 24 5/8" D.L OPG. 50" MAX. D.L. OPG. 24 5/8" D 1. 010. 37 5 /8" VENT 37 5/8 VENT WIDTH XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE '4' _L_L R t t 1 i 1 : I : 1 1 1 � I 1 Q p GLASS TYPE 'E' III O EXT.( +) ANT.( -) P II 0 / D 11 ' 11 •Ir le II 11 II li u +r, ii r I ii it i �4 I 11 LOADS SHOW ABOVE ARE FOR WWDOW VENTS WITH SPR940 LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LAST MAX. LOADS TO 380.0 PSF 32 7/8" 33 1/2' 32 7/8" D.L OPO. D.L. 010. 1 11 �tri 24 5/8" D.L OPG. 50" MAX. D.L. OPG. 24 5/8" D 1. 010. 37 5 /8" VENT 37 5/8 VENT WIDTH XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE '4' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' EM.( +) 1M.( -) EXT.( +) ANT.( -) EXT.(+) IM.( -) EXT.( +) 1M.( -) 80.0 90.0 90.0 130.0 90,0 90.0 79.0 79.0 LOADS SHOW ABOVE ARE FOR WWDOW VENTS WITH SPR940 LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LAST MAX. LOADS TO 380.0 PSF TYPICAL ELEVATIONS 29 1/4" VENT Wt0TH xox SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR 81265 SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' EXT.( +) N7.( -) EXT.( +) 90.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 380.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED DN ASTM El 300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 Ct�FEB1712010 29 1/4" VENT mom PRODUCT REVISED rullanscomphjawins the? MceMeacoNo 02 drowinq no. W08 -81 (shoat 2 of 7 ) 1BY WOOD BUCK 4a TYPICAL ANCHORS SEE ELEV. FOR SPACING ---LromminNwor 810 X 3/0" PH SKS 2 PER 1.P 4' LONG WINO LOAD CUP t MIAMI —DADE COUNTY APPROVED I l I MUUJON & MULLION ANCHORS 11 I SEE SEPARATE NOA ,.,�I t �. , 1�fg°_ 1 11 1� SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SJUCONE OR ACRYLIC SEALANT. WEEPHOLES: 1/4° WEEPHOLES WITH PLASTIC BAFFLE AT 4 -7/8° FROM EACH END AND AT MIDSPAN W2 ° 1 -1/4° X 1/4" WEEPHOLES AT 4 -7/8° FROM EACH END AND AT MIDSPAN W3 = 2° LONG WEEP NOTCH AT EACH END W4 4 1° LONG WEEP NOTCH AT 32" FROM EACH END 2" LONG SIU, CUP ADAPTER W3 W4 rr am a d • ° TYPICAL A >fORS FFOR SPACING v TYPICAL ANCN0R8 3 PER CUP TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; sEE ELEV. FOR SPAEI 1/4° DIA. ULTRACON BY 'ELCQ; (Fu.t77 KSI, Fy =198 KW) INTO 28Y W000 BUCKS OR WOOD STRUCTURES 1 -1/2° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° 6BN. EMBED INTO CONC, OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8° MR4. EMBED INTO CONC. OR MASONRY 1/4',T [i5.OR SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 0.105" MIN. (Fy m 38 KSI MIN.) ..LUMINUM 1/8" THK. MIN. (6063 -T8 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1.1.4—SHILSZLIELLPINWEIMENS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. m 1 /8°) (NO SHIM SPACE) /YPIC8I _EELo .SIMEAMPF INTO CONCRETE AND MASONRY m 2 --1/2° MIN. INTO W000 STRUCTURE m 1* MIN. INTO METAL STRUCTURE 3/4° MIN. CONCRETE AT Km, SILL OR JAMBS Pc 31O PSI MIN. C -90 HOLLOW/FILLED BLOCK AT JAMBS f'm ■ 2000 PSI MW. —. JNAD MOW pW. EC+LK.f Tl5D2 9A-- FR 9Z010 Division 3 af7) TYPICAL ANCHORS SEE. FOR SPACING EXTERIOR WOW WIDTH XO LAYOUT OX OPPOSITE 1 /4' MAX. H /4' sHNI TYPICAL ANCHORS SEE ELEV. FOR SPACING ELL 0. EXTERIOR WINDOW WIDTH XOX LAYOUT VENTS WITH SPRING LOADED LATCHES • " 711 -11 4 t /4" SHIN MAX • METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING • 1BY 7R90 SLICKS TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT OX OPPOSITE t /4` MAX. I/4' SH VENT WIDTH TOY WOOD RUCKS Pa TYPICAL ANCHORS SEE SPACING TYPICAL ANCHORS SEE FOR � ELEV. XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DAD£ COUNTY APPR.D MULLION SEE SEPARATE NOA VENTS WITH SWEEP LATCHES ! Rn ,u PLC )uses 71tu rRYhb Js D avast 71NOOW 710TH EXTERIOR SWOON WIDTH u aoro heet5of 71 FRAME HEAD TOP & BOTTOM RAIL 11.0Wr� .750 t4 WIND LOAD CUP SILL TRACK JAMB STILE .125 1.000 18 MT' STILE REINF. I .062 1.255 1.071 .929 SILL CUP ADAPTER FRAME SILL TOP .10 .4 1.000 t0 F1X. STILE REINF MEETING STILE 2) VENT LATCH iTTfi1 PART 8 QUANTITY DES CRtl°178X MATE81AL b1A2Q PP /REMARKS 114 -130 1 FRAME HEAD 6083 -78 - 2 111 -1338 1 FRAME SRL BASE 6083 -16 - 3 114 -134 1 FRAME 51.1, TOP 6083.46 - 4 114-132 AS R00. FRAME JANE - VENT 8083 -16 5 714-1314 AS REOD. FRAME 44118 - FIXED 8083 -18 8 TM -136 2/ VENT TOP AND BOTTOM RAIL 6063 -T8 - 7 7M -139 1/ VENT JAMB STILE 6083 -16 - e 714-140 1/ VENT MELTING STILE 8063 -16 - 9 TM -137 1/ VENT FIXED STILE (SPRING LOADED LATCH) 6983-18 - 9A T14-1374 1/ YENT FIXED via (SVitE9 LATCH) 6083 -16 - 10 TM -138 1 SAL TRACK INSERT 6083 -T8 - 11 TM -135 1 SILL CLIP ADAPTER. 12° LONG 8063 -78 AT SRO. SOLE LOCATION 12 1M -118 1/ VENT SPRING LOADED VENT LATCH, 3 -1/6' LONG 6063 -T6 AT Mw SPAN 12A - 1/ LENT METALLIC SWEEP LATCH - AT 1&D 9PAN 428 88 X 3/4° 2/1A10H SWEEP LATCH A02*11940 869695 - FH 5145 13 TM -141* AS 9600. GLAZING BEAD (LAMINATED GLASS) 0063 -16 - 13A 114 -tat AS RE00. OLA2to BEAD (INSU1.. LAM. 01.4563) 8083 -18 - 14 114-154 AS REDO. *1140 10AD MP. 4° LONG 8663 -18 - 15 - 1/ 870.E *4-4-4046 511LE RfONFORCONG 0083-18 - 16 - 2/ 884.E FIXED SOLE REINF 8663 -18 - 17 831225 AS REOD. PIN SEAL WSTRIPFING (.270" X .220° H1941) WOOL - 18 943371 AS REOD. FIN SEA1. W'STRIP11 NG (.187' X .370' HOH) WOOL - 19 9443201 AS 6600. FIN SEW. IIu4RIP14NG (.187° X .2'00° 4411137) WOOL - 20 P5043 - AOHESNE RAM CLOSED CELL ram - T/6° X 1/2 • X 1 -7/18° LONG 21 - 2/ VENT VENT ROLLER 14 OU599 4 GUIDE PLASTIC AT EACH END 22 - - VENT ROLL IEEL mass 23 812 X 1 2/ COR1468 FRAME MEWL? SCREWS - P,H. PHILIPS SMS 24 810 X r 2/ CORONER VENT ASSEMBLY 5694-4145 - P.H. PH1LLIPS 5145 23 - 1/ 441634 VENT LATCH SPRING ST. ST8I. - 26 W31175 AS REOD. FIN SEAL W'STR1PPING (.187' X .175' HIGH) WOO. - 27 114-151 1 521. RISER 8063 -18 - Q FIXED 511.2 (SPRING LATCH) 7 2.312 .055 1.318 t� tL 1.000 1.231 Illi 1.780 FIXED STILE (SWEEP LATCH) .435 .582 923 13 GLAZING BEAD (LAM• GLASS) .183 .040 .82 .800 134 GLAZING BEAD (INSUL. LAM. GLASS) .875 v6 FRAME JAMO - FIXED 27 SILL RISER F� ha drawing no.` W08 -81 (sheet 6 of 7,) 1141. SYS. (2) /IO r I' RN. SMS- ASSEMBI.Y SCREWS FIXED MTG. RAIL TOP CORNER (ASS�A+B.Y SCREWS AN. SNS. VENT TOP CORNER (2) 110 ASSSEEMBLY SCREWS JULE MTG_RAIL AOTTOM CORNER VENT BOTTOM CORNER (Sheet 7 qt 7 ) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door LLC 601 N.W. 12th Ave. Pompano Beach, FL 33609 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maainldade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 515 Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W06 -30, titled "Series 515 Aluminum Casement Window (L.M.I.)", sheets 1 through 6 of 6, dated 04/14/06 with revision C dated 08/27/09, prepared by Al- Faroe Corporation, signed and sealed by Arshad Vigar, P.E., bearing the .Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shalt 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 # 08- 0506.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. APPROVED ; NOA No. 09- 1015.02 Expiration Date: May 01, 2013 Approval Date: January 27, 2010 Page 1 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06 -30, Sheets 1 through 6 of 6, titled "Series 515 Aluminum Casement Window (L.M.I.)", dated 04/14/06 with revision C dated 08/27/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Viqar, 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 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5404, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA# 08-0506.11) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FFL -4891, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-061403) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FI'L -4890, dated 04/13/06, signed and sealed by Edmund() Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09/24/02, signed and sealed by William R. Mehner, P.E. (Submitted under NOA# 01- 1129.03) E -1 P.E. Product Centro miner NOA No. 09- 1015.02 Expiration Date: May 01, 2013 Approval Date: January 27, 2010 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by A1- Farooq Corporation, dated 8/26/09, signed and sealed by Arshad Viqar, P.E. Complies with ASTM E1300 -98/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IUG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. 2. Notice of Acceptance No. 07- 1116.11 issued to Saf —Glas, LLC for their "SAF —GLAS Polycarbonate Laminate", dated 12/27/07, expiring on 12/16/12. 3. Notice of Acceptance No. 09- 0310.02 issued to Cytec industries, Inc. for their "Uvekol S Laminated Glass Interlayer ", dated 04/02/09, expiring on 02/08/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 25, 2009, signed and sealed by Arshad Vigar, P.E. 2. Laboratory compliance letter for Test Report no. FTL -4891, issued by Fenestration Testing Laboratory, Inc., dated April 17, 2006, signed and sealed by Edmundo Largaespada, P.E. 3. Laboratory compliance letter for Test Report no. Ir1L -5404, issued by Fenestration Testing Laboratory, Inc., dated December 19, 2007, signed and sear by Carlos S. Rionda, P.E. G. OTHERS 1. Notice of Acceptance No. 08- 0506.11, issued to T.M. Window & Door LLC for their Series "515" Outswing Aluminum Casement Window — L.M.L, approved on 06/05/08 and expiring on 05/01/13. E -2 1.G Manuel Pe Control L :; j ; ler NOA No. 09- 1015.02 Expiration Date: May 01, 2013 Approval Date: January 27, 2010 k E S ag uN THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 515 ALUMINUM CASEMENT WINDOW' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS, ALSO COMBINATIONS OF CASMT/CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCt1Y HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDTRONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITEO TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSI LIAR MAIERI*LS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.6. SINGLE VENT WOW pA. OPEIaNfS DLO HT. = W. NT — 7.5' DLO W. (SINGLE VENT) a WDW. W — 7' DLO W. (DUAL VENT) v WDW. W/2 — 5.125' DUAL VENT WOW, LAMINATED GLASS LARGE MISSILE IMPACT Enpr: AaSRUD ttX NA Pt WM AUG 3 1 2009 J drawing no. W06-30 (Sheet 1 of 6 0881694 LOAD CAPACITY - P5F FOR ( X ) 81668 WINDOW 01815. GLASS TYPE GLASS TYPES WINDOW DIMS. 'c' '8', '0' & '6' WIDTH HEIGHT E2T.(4) 1NT.(-) EXT.( +) mt.(-) 19 -1/8" 80.0 624 62.0 80.0 80A 28 -1/2" 1; 620 82.0 80.0 80A 37° 80.0 62.0 62.0 80.0 80.0 19 -1/8" 130.0 62.0 62.0 80.0 00.0 26 -1/2° 38-3 8° 82.0 824 80.0 80.0 37' 80.0 62.0 83.0 80.0 60.0 19 -1/8' 80 .0 62.0 622 80.0 80.0 26-1/2" 5/8 (4) 82.0 82.0 80.0 80.0 37' 81.0 62.0 62.0 80.0 80.0 19 -1/8' 80.0 62.0 62.0 80.0 80.0 26 -1/2' 63 82.0 620 80.0 80.0 37' 80.0 82.0 62.0 80.0 80.0 19 -I/8' 74 -1/4' 62.0 62.0 80.0 60.0 26 -1/2' (6) 62.0 624 80.0 80.0 30° 74- 1/4'(8, 82.0 62.0 804 80.0 18' 48.8 62.0 82.0 80.0 60.0 24° 24' 62.0 62.0 80.0 60.0 30' (2) 62.0 62.0 80.0 10.0 36' 45.5 62.0 824 80.0 80.0 18' 32.7 62.0 62.0 80.0 80.0 24' 36" 62.0 62.0 80.0 80.0 38' (3) 62.0 82.0 80.0 80.0 36° 800 62.0 62.0 80.0 60.0 18° 81.0 82.0 62.0 80.0 80.0 24° 413' 82.0 62.0 80.0 60.8 30' (4) 820 62,0 80.0 80.0 36° 80.0 62.0 822 60L0 80.0 18° 80.0 62.0 62.0 800 810 24" 60' 82.0 82.0 80.0 80.0 30" (5) 62.0 82.0 80.0 80.0 38" 80.0 82.0 62.0 80.0 10.0 18' 80.0 62.0 82.0 80.0 80.0 24' 83' 62.0 62.0 802 80.0 or (5) 62.0 82.0 804 80.0 36' 80.0 62.0 62.0 80.0 80.0 18' 80.0 62.0 82.0 80.0 80.0 24' 72' 62.0 62.0 80.0 80.0 30° (0) 62.0 82.0 804 80A 38" 69.6 82.0 82.0 80.0 80.0 37' 72' (6) 82.0 62.0 80.0 80.0 () w NO. Of ANCHORS PER JAYS *MOON *. 019400* WIDTH X XR APPROVED CONFIGURATIONS DESIGN LOAD OAFACM - PSF FOR ( 52 ) SIZES WINDOW 01815. GLASS TYPE 'C' GLASS TYPES A', 'D' & '8' WIDTH HEIGHT EKT.( +} INT.( -) E%T.( +) !Ng-) 26 -1/2" 82.0 62.0 80.0 90.0 37" 26" 82.0 62.0 80.0 80.0 53 -1/8' (2) 82.0 82.0 80.0 80.0 74' 82.0 62.0 130.0 802 28 -1/2" 62.0 62.0 80.0 60.0 37" 38 -3/8" 622 62.0 80.0 80.0 93 -1/8' (3) 62.0 62.0 80 .0 80.0 T4° 62.0 82.0 80.0 80.0 26 -1/2° 620 62.0 81.0 80.0 37' 50 -5/8 82.0 62.0 80.0 80.0 53 -I/8' (4) 62.0 82.0 804 80.0 74" 82.0 824 80.0 80.0 26 -1/2" 62.0 82.0 >0.0 80.0 37' 83" 62.0 820 80.0 664 53 -1/8" (5) 62.0 82.0 67.9 67.9 74" 48,6 48.8 48.8 40.8 28 -1/2° 82.0 62.0 60.0 80.0 37' 72• 82.0 62.0 88.4 65.4 53 -1/8' (6) 45.6 45.5 45.5 45.5 74° 32.7 32,7 32.7 32,7 24' 62.0 62.0 80.0 80.0 24' 24° 62.0 ' 62.0 80.0 004 48' (2) 82.0 62.0 800 80.0 60' 62.0 62.0 81.0 80.0 72' 622 82.0 80.0 80.0 24° 62.0 62.0 80.0 804 38' ° 62.0 62.0 80.0 80.0 48" (3) 82.0 62.0 80.0 80.0 60° 82.0 82.0 80.0 80.0 72" 62.0 62.0 80.0 80.0 24" 62.0 62.0 80.0 60.0 38" 48' 622 620 80.0 802 82.0 62.0 80.0 80.0 48' (4) 60° 62.0 62.0 80.0 80.0 72' 62.0 62.0 80.0 80,0 24' 62.0 82.0 80.0 80.0 36' 68' 62.0 62.0 80.0 80.0 48" (5) 62.0 82.0 80.0 80.0 60' 62.0 82.0 69.6 69.8 72' 88.0 58.0 58.0 56.0 24" 62.0 82.0 802 80.0 36' 63" 62.0 02.0 80.0 80.0 48" (5) 82.0 62.0 75.2 75.2 60' 80.2 60.2 60.2 60.2 72' 50.1 50.1 50.1 50.1 24° 62.0 1 62.0 804 20.0 38' 72' 624 ' 82.0 67.2 87.2 48° (6) 90.4 a 50.4 50,4 50.4 60' 40.3 40.3 40.3 40.3 33.6 33.6 33.6 () w N0. Of ANCHORS PER 4248 SILICONE DOW CGRNiNG 995 TREYCO TREUGLAZE 600 3/16' ANN. GLASS .015° URETHANE ADHESIVE .070' INTERLAYER 'SAP-GLAS' POL7CAR80NATE .015' URETHANE ADHESVE 3/15' ANN. GLASS SILICONE DOW CORN** 095 TRE4C0 TREAIGLAZE 500 GLASS TYPE 'B' GLASS TYPE '12' GLAZING OPTI)NS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASV E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05 -DEC -219 SILICONE 00* CORNING 995 TREK() TREYGLAZE 500 3/16° ANN. GLASS 120" NTERLAYER UVEKOL -L0 RESIN 3/18° ANN. CLASS SILICONE DOW CORNING 995 TRENCO TREMOLAZE 500 GLASS TYPE 'C' Env: ARTNAD Fr C.AN/388 GLASS TYPE 'E' PROpUC'r RRvL00.0 plyle2 with Die fbrklr AUG 3 1 2 drawing no. W06 -30 Calvet 2 oT 6 ) I ROW BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING N 0 0 0 a 4 W E 4 0 0 O 0 3 4 TYPICAL ANCHORS SEE ELEV. FOR SPA02R BUTT HINGE OPTION t L. ._._ I I I. WI II` MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA WOOD SUCKS AND METAL STRUCTURE NOT BY N WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSL FpISS K51) INTO 2SY WOOD BUCKS OR W000 STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. DR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY j14 SMS 0R SEl EpRILUN WS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULUONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy >a 36 K51 MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,'SAL Eta DISTANCE INTO CONCRETE AND MASONRY ® 1 -1/2" MIN. INTO WOOD STRUCTURE m 1" MIN. INTO METAL STRUCTURE m 1/2" MIN. CONCRETE AT HZAD. SILL OR JAMBS f'o 3000 PM MiI. C -90 HOLLOW /FLL.D BLOCK AT JAMBS firm 4 2000 PSI MIN. ALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. _ W F1A 535863 CAN. AUG 31 2 u 8 drawing no. W06 -30 sheet 3 of 6 (ry (�{q� O.L OPG. EXTERIOR 12 OO'=' `' VENT W TH WINDOW WDTH to nL°J ®Q 4 ANT WIDTH EXTERIOR WINDOW WWTH O.L OP6. EXTERIOR 4 D.L OPG. VENI WDTH VET WNTH WUOOW WDTH FRAME 2.241 1.224 -1 VENT d GLAZING BEAD GLAZING TUBE 2 IMPOST ITX?M PART # @UART1'tY BESCRIPTION MATERIAL MANE. /SUPPTd£R/REMARXB t GW37526 4 FRMIE 8063 -76 - 2 0837526 4 46147 8063 -76 - 3 G137524 1 IMPOST 8063_76 - 4 714445 A5 0E00. 01.42940 560 8083 -78 - 4A - AS 0600. GLAZING TU86 6083 -T8 - 8 110 X 1 -1/4" 2/ CORNER FRAME/VENT ASSEMBLY SCREWS ST. STEEL PH SMS 6 5527713 — CORNER 4167 ALUMINUM - 7 - - CORNER KEY (3 X 1 X .062° CHEVRON) ALLO NFAM - a - - CORNER KEY (3 X 11/16 X .062 CHEVRON) ALUMINUM - 9 - - CORNER KEY (3 X I -3/8° X .041° CHEVRON) ALtKSPNM - 10 2230 AS RE09. FRAME & VENT W"RBPPING 79456,41, - I It 0037521 AS RE00. BUTT 144140E INTERIOR (FASTENED W/ (3) 1X10 X 3/8° 794 5145) ALUMINUM - 12 0537822 AS RE09. BUTT 191 E EXTERIOR (FASTENED W/ (2) 110 6 3/8' PR 5145) AL tRd9ruM — 13 23 -85-32 - ROTO OPERATOR ( FASTENED W/ (4) 110 X 3 /8° PH 5145) - 704714 14 24 -11 -32 AS 9600. LEVER TYPE CAM LOCK (FASTENED W/ (2) 110 X 3/8" PH SMS) - - 15 21089 - STONE KEEPER (FASTENED 5/ (4) 18 x 1/2' 714 5145) - 700114 16 30238 AS W. KEEPER (FASTENED W/ (2) 110 X 3 /6" P14 SW ) - - 17 300 SERIES 2/ VENT 3/ VENT 3 BAR CONCEALED HINGE (FASTENED W/ (2) 110 X 3/8' PH SMS) 4' LONG SNUBBER (FASTENED 14714 (2) 18 6 I/2' HEX 14 SO SCREWS) 57. 5TEEl 2940 AT SASH TOP & 8077014 AT HOME RAIL 18 S8001/%1002 CORNER KEY 1.375 2.121 1 2.121 CORNER KEYS 1.375 Ear. AHSHAo Vx7AR Gnat PIA. AN. n PIMDUCT MOUM nevemiM Nth nood �+s co+a 1.r' f gavhslign ENO A k growing no. W06 -30 fp' IMPOST CORNERS i AUG 3 rI 2009 /--fir mu1 <• 0 YT 1 drawing ho . W06 -30 (sheet 6 of 6,1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows, LLC 975 S. Congress Ave., Suite # 102 Delray Beach, FL 33445 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGL R STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.GOv/buildinticode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "300 Stormsafe" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W07 -49, series titled "S-300 Stormsafe Alum. Fixed Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 05/18/07 with revision "D" dated 10/19/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECUON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09- 1021.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. LAPPROVED; NOA No. 10-0715.03 Expiration Date: August 29, 2012 Approval Date: November 25, 2010 Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNII11'ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07 -49, series titled "S -300 Stormsafe Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 05/18/07 with revision "D" dated 10/19/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Tnftlliaiion 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, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF- 0525.01 -10, dated June 09, 2010, signed and sealed by Julio E. Gonzalez, P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI -07 -4115, dated April 09, 2007, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 07- 0604.05) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No HET) - 07 -4111, dated January 25, 2007, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 07 -0604.05) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4112, dated April 09, 2007, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 07 -0604.05) 5. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI- 07- -4113, dated April 09, 2007, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 07- 0604.05) E -1 Jaime D. Casco . P. L Chief, Product Control Division NOA No. 10-4)715.03 Expiration Date: August 29, 2012 Approval Date: November 25, 2010 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. B. TESTS (CONTINUED) 6. 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 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No HETI-07-4114, dated April 09, 2007, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 07-06 04.05) 7. 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 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI -07 -4110, dated January 15, 2007, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 07- 0604.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 06/11/10, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300-02/04 D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, no financial interest and complying with FBC -2007, dated June 16, 2010, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. ATLSF- 0525.01 -10, issued by American Test Lab of South Florida, Inc., dated June 09, 2010, signed and sealed by Julio E. Gonzalez, P. E. Jaime D. Gascon, E. Chief, Product Control Division NOA No. 10-4)715.03 Expiration Date: August 29, 2012 Approval Date: November 25,2010 E -2 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED F. STATEMENTS (CONTINUED) 3. Laboratory addendum letter for Test Report No. ATLSF - 0525.01 -10, issued by American Test Lab of South Florida, Inc., dated September 30, 2010, signed and sealed by Julio E. Gonzalez, P. E. 4. Laboratory compliances letters for Test Reports No.'s HETI - 07 - 4115, HETI 07 -4111, HETI - 07 - 4112, HETI - 07 _ 4113, HETI - 07 -4114 and IIETT -07 -4110, issued by Hurricane Engineering Testing Laboratory, Inc., dated January 15/ 25 and April 09, 2007, all signed and sealed by Rafael E. Droz -Seda, P, E. (Submitted under previous NOA No. 07- 0604.05) G. OTHERS 1. Notice of Acceptance No. 09- 1021.13, issued to SIW Impact Windows, LLC for their Series "300 Stormsafe Aluminum Fixed Window- L.M.I.", approved on 02/10/10 and expiring on 08/29/12. • Jaime D. Gaston, ' . E. Chief, Product Control Division NOA No. 10-0715.03 Expiration Date: August 29, 2012 Approval Date: November 25, 2010 E -3 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN N DOTTED LINES AND WADING ALLOWABLE LOADS FROM THOSE SHAPES, 6" MAX. ANCHOR SPACING AT CURVED FRAMES 12" MAX. ANCHOR SPACING AT STRAIGHT FRAMES SERIES SOO STORMSAFI♦ ALUMINUM FIXED WINDQW APPROVAL APPLIES TO SINGLE UNITS OR SIDE SY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI -DADE COUNTY APPR'D meows USING MIAMI -DADE COUNTY APPROVED MULLIONS W BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. FALSE APPLIED) USED THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HPCH VELOOm- HURRICANE ZONE (HYHZ). W000 BUCKS SY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WAU. DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED Pi DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUR NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA SLOG. CODE SECTION 2003.8.4. TYPICAL ELEYATKMI THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Er gr: 40110 ANMMM PE F CA N I ..R 36.15 nk aes drawing no. W07 -49 (sheet 1 of 6 ) DESIGN LOAD CAPACITY - PS O 1 1/8' ANN. CLASS 3/16" ANN. GLASS � ��U" N WINDOW DINS. A GLOSS TYPE G G1A89 TYPE G GLASS TYPE G GL13 't3PS a iH L LENGTH J J .?T.( -) J J J J J 441,( -j = per ' 'D' O 32' l 111:31EZ31111731111:13111=11.7111112111 lio t) 1 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - SPSI 1. [ t {" \/ h WINDOW DIALS. ��p G. S TYPE ��® •( -) MD 17T•() `- "�ypyI IM.( -) WEE TYPE WINDOW�D�I4M��{S11.� GLA99 TYPE G1k 'TYPE Gl1.S.4 YYPS � LEMG!N 53114 Y" fSiC1[1�� EXT.(i) INEI EXT,( +) IPA.( -) I"` . 0 $., iW 36" 42" 46" 34° • 78 B4° �• - 38• 42' 43` 660° 66" 7 �" aa� aaaar,INs aaaNar�aa aaraa ■a■aaa��■a a111111a_ aaaaresa® ��i'�i3 a■omum aaiNs�■r.I■��!1Is■e■ ��i ��_ Nomemermantrannommormr aa0�i aaaa� aaa IMIN_IIEEINCINmi aaaam1sa �i a��1a'aN '' ' ',,. ''' 80.0 70.0 72.0 M "�' NUM s� IEZENat 40.0 a as a1 ...,'�, �a �70aa�1�a a_ Asa raaaaa�m aaaamr IEJNIEMNINZEINONIEINIIEZ11 Fra7!�so.:J�es' �� 'a �5:- '.' 70.0 '. i' ' aa�:11 �!r� 1112111113111 m fir z TALLY AS CAN SE osmisOS FOR LOADS LESS THAN OR EQUAL TO 70 PSF ". ■�sa u � 04^ 32 a- 42• 48^ 554^ or 66' 72" 108- 60.0 arro �mILifii�_ ®ieaem1sa NL'.',�0� 0m �'�� :N 130.0 as .. 1� N f::rn m�■s `2` ■e�a�� a_mczsrmc�m 1111:111111:1111INININNINEENEENINININNI aaiaaNEC■mIaIa aatssaEMI a_Iaa lE'31a' ®aa� N IIEIN r' 11 EMI 1300 IIEINNIEN "MIME rN as �a C�m_Is 70.2 as SIW IMPACT WINDOWS. LW. 975 5. CONGRESS AVE. #102 DELRAY BEACH. FL. 33445 TEL (561) 274 -9392 6AX. (561) 274 -9262 WIN Rf.O 2a• 30' 36• 42° 46" sr 122 �� i ®�� 60` 11EINEINNIEllEZIN v '.s��ormar aaa �� aaa_mMNa■ar aIaaaNZIa aaa1sa�aia aaaNs0 aaraIC■+maOs aaaadma�a '.u:' E. MEIN � 11=1 aal�O aaaai IN'� ©� " ��0 ice' ad l 520 24" 30" 35• 47" 49" �4" d° NMI ::sINEEM �a GIN DL Ass BIAS CAN DE 5%8 GLASS TYPES A B & D. EiEN ■us 82.0 NM MITI nr�■0 . " En aa �a 60.0 g 7�� EZNN0 43aa aiaaa "� a— aail3IZN a1110■a1Ia■sr�a�s a�■a�a 70.0 aeaIa�a■aaa 111011aaaNIENaa ®a�■�s� �® O�7 ®a °i°aIaammr°sa° aaaaiZ3�E aaaa1ELa�aa1 Nsaaa112'r NONNININNIIIIIIIIIIIMMITEN 11111111011111INIIININIEINIEIN ®a 24 s• 42• 43" 132 �°,°s. iaesc Dr , g . i 24" 30"aaaBEM 34• se 54" so- ° ! 72` ! ar 8s- 72" ia��.r��ii 11211111EIN aamEM aamim a111s®ININc aaaam�aa INIMINIIINNINNININIIIIINNEISINININCNI IaaraaIIIENSIENSC■rs aaaa 111211111NN NINIIIIIIN isaaaNmsaI � IN Aa1031mm aa�■�m�rIM a_ad a�s_ar aaaam�sa aaaaa �4'» seinumenurri NINNININIIIMNIEZINNININENI '. " spa aa�!■ IN 820 60.4 MC 90a 1031�� NY1�NINIa i IINIII■ as 80.0 620 a4` 32• 36" 42" 48 54• .. NI NONINEN ■■aNa �i III'I 74" .. Sr i, 38• 42' 46" 24" IaaNEINia aaaa 70.0 aaaaKINrZNoa IMMUNE aiaalanrfl NaiaaNs IIrsaaa INNII �'1aa GLASS y' 0 �aa ®aa E a c PACRLES QN THIS SHErT ARE aa' n BASED ON ASTM E73O0-04 {3 SEC. CU5TS }. �aaIs 24" 30" �- 42" �i a��+� P �� wYAd'N4�f r PEE j � A » raaaa�mda aaaa■a�® oaamml"��a s as °■�°a■� W07-49 I°a�°s -.. ll��'/�loa sheet 3 oTe TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 ti •'_ ^"_"-____ 11 Nraep -DADe awNTY i,�aRaveu , ; f SEPARATE ROA �HpR§ f fl I it I Y 1 TYPICAL ANCHORS SEE ELEV. FOR SMCING WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST ,SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: ma ELEV. FOR SPACING OIA. ULTRACON BY 'ELCO' (Fn.1n KSi Fya186 no INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3 /H° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASCINRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 414 S S OR SEI R DRI ANSI. WH (GRADE 2 CRS) INTO METAL STRUCTURES -STEEL : 1/8" THK. MIN. (Fy 38 KS MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO SE PLATED OR PAINTED) i-I2 SNS LF DRR 1 ING a_t_'RFWS (GRAPE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. W .090 (NO SHIM SPACE) MIECteLEQZ-Miatia INTO CONCRETE AND MASONRY m 1 -1/2" MIN. INTO W000 STRUCTURE 3/4° MIN. INTO METAL STRUCTURE 1/2" MIN. CONCRETE AT HEAD, SIU. OR JAMBS f'e = MOO PSI MIN. C -90 HOLUM /FILLED BLOCK AT JAMES rm m 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. EAT JAM nNWC3 avfL FLA PE /707E412 CAN. Y44MM drawing no 07-49 . Quest 4 of 8 Dsgn An° MOW) n a =IX" .937 1.749 1.701 FRAME .D� 1.117 FRAME COVER (OPTIONAL) .216^d .1 GLAZING BEADS (7/16" GLASS) .623 .812 388 1.177 GLAZING BEADS (5/16" .812 .050 1.177 L2I �I 184 GLAZING BEAD (INSUL. LAM. GLASS) GLAZING LEG SPACER 90..E 1:1 ITEM PAST IF ROANTTTY DESCRIPTION MATERIAL MANF. /SUPPLIER /R5YARES 1 516331 4 WIMO06 now - - 6063 -TO - 2 516303 4 FRAME COVER (OPTlQNIL) 6063 -16 - 3 516106 4 O1.A294 BEAD (7/16' CLASS) 6063 -T6 - 3.1 5391,21 4 ALT. GLAZING GEM (7/16' GLASS) 6663 -76 - JA 516112 4 CIA2160 BEAD (5/16' CMS) 6063 -76 - 3.1A 569125 4 ALT. GUM() 6E40 {9/16' WM) .6083 -76. - 3.2 569116 4 SLAVIC BEAD GNSUL. LAM. GLASS) 6063-15 - 4 X10 X 1 -1/2' 2/ CORNER ASSEMBLY SCRENS CRS PIN 565 5 9386 AS NE00. EIGER05 %A201G 05 1(ET (tKDiOME TER *66) S5NTOPRENE CENTRAL PLASM B 519113 AS RE00. OWING 1E0 SPACER (0U50METER 1,65) S NTOPREN5 CENTRAL PLA57156 1 - 2/ IRE SETTING BLOCK (DURONEIER *67) EPOS - TYL• COR? R D$TML drawing 110. W07 -49 (sheet 6 al) . • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows LLC 975 S. Congress Ave., Suite # 102 Delray Beach, FL 33445 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 372 -6339 wvvw.rnlxunidade Eov/bufdirrecode 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 (AW). 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: Clipped Aluminum Tube Mullion — LALL APPROVAL DOCUMENT: Drawing No. M07 -04, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 10/01/07, with revision B dated 09/29/10, prepared by A1- Fermi Corporation, signed and sealed by Javad Ahmed, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA # 09-1021.11 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 4YrRu4CD NOA No. 10-1004.01 Expiration Date: November 21, 2012 Approval Date: November 11, 2010 Page 1 SIW Impact Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M07 -04, Sheets 1 through 7 of 7, titled "Aluminum Tube Mullions ", dated. 10/01/07, with revision B dated 09 /29/10, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Series 100 Mulled Single Hung Windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4107, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #07- 101(06) 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) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of Series 100 Mulled Single Hung Windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4108, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA#07- 1016.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Series 100 Mulled Fixed Windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 07- 4115, dated 04/09/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #07- 1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by A1- Farooq Corporation, dated 08/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmad, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Manuel P Product Con NOA No. .01 Expiration Date: November 21, 2012 Approval Date: November 11, 2010 E -1 SIW Impact Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated September 29, 2010, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 09- 1021.11, issued to SIW Impact Windows LLC for their Clipped Aluminum Tube Mullions — L.M.I., approved on 02110 /10 and expiring on 11/21/12. Manuel Pe Product Contro sane r NOA No.. i 1 1.1; 01 Expiration Date: November 21, 2012 Approval Date: November 11, 2010 E -2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USE WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON- IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMIN j.l TUBE MULLION$ USING MULLION PROPERTIES ONLY NOTE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BURStNO CODE 2007 EWRON INCLUDING NIGH VELOCITY HURRI *IE ZONE (042). J<iJ..CCAZIT6- H•RWW.1S USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, WS BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS BALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COMM (STUCCO, TR.E ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOKI DURATION PCFEASE IS USED IN DESIQI OF ANCHORS INTO WOOD OG9.T. MATERIALS A LUDRIO BUT NOT LIMITED 70 sratperra. SCREWS, TIN COME INTO CONTACT WITH OTHER DISSIMILAR AMTERALSS 5) ALL. MEET THE REQUIREMENTS Of 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. AIZEN02151 USE CHARTS AND GRAPHS AS FOLLOWS. StEP l STEP-2 ,SEEP 4 STEP DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENWO. USE MMIR -DARE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL. SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING APPROVAL. USMO CHARTS ON SHEET 3 SELECT MULLION SZE WITH DEWON RATING MORE THIN DESIGN LOAD SPECIFIED M STEP I ABOVE. USING ANCHOR TYPES ON SHEET 9 THIRD 7 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN TILE DESIGN LOADS SPECIFIED IN STEP 7 ABOVE. drawing no. M07 -04 sheet t of i,� 1.100 1 X 3 STD. MULLION 6063 -T6 4.000 .125 TYP. 1 X 4 STD. MULLION 6063 -16 1 X 4 CUSTOM MULLION 8063 -T6 4.500 1 -1/4 X 4 -1/2 CUSTOM MULLION 6083 -16 2 X 4 STD. MULLION 8083 -T6 4.000 2 X 4 HEAVY MULLION 6083 -T6 8,000 2 X 6 STO..MULLIc»f 6083 -T6 .125 TYP. &000 x_2.000_1 2 X 6 HEAVY MULLION 6063 -16 MULLION CLIP (6063 -T6) (ALT. TO n04GLE5) CUP LEMONS 29t TUBE TO FIT SNUG NOTC11 OPTIONAL ANGLE CLIP 6083 -T8 E+qr, 3AVAft Womb OML seltitnitar 0 drawing no. M07 -04 cheat of 7 0ES10N LOAD CAPACITY - pep (ME MULLIONS) 1 -1/4 3X9 1 X 4 1 X 4 4x/2 204 STD, 970. 083306 CUBTOM STD. WINDOW DDIS, IODi8 18 -1/8' 26 -1/2" 3o" 3r 42` 48' 54- 80' 88' 72" 19 -1/8' 28 -1/2' 30" 4r 48' 54" or 66" 72' 19 -1/e" 28 -1/2' Sr 42' or 94" 68" or 72" 19 -1/8" 28 -1/2' 30" 37" 48' 54' or 88* WAN 38 -3/8 50-5/8 D.6S70N LOAD CAPACITY - Pep ITUOE MIx3301IS) 0 E LOAD CAPACITY X 4 2%8E08 41VY lSTD. HEAVY *�' ' � ' ' �i�GJti�c!,iyl�� 130.0 130.0 1300 1300 123.8 130-0 130.0 130.0 130.0 130.0 1304 130.0 1304 1304 130.0 1300 130.0 130.0 1300 130.0 130.0 130.0 130.0 1380 130.0 1300 130.0 1300 1300 130.0 130.0 1300 1300 130.0 30.0 130.0 130.0 130.0 130.0 130.0 REEINEIBiEXII 13D.o KIMMEXINE21103 " '1 7 i1�.4.'� E�13}MI 130.0!� 1300 EIMICE111123 E11111:'l3 300 95,4 130.0 130 .0 or 74 -1/4' 59.3 122.1 88.1 1300 1300 1300 130.0 130.0 130.0 130.0 130.0 1300 130.0 1300 130.0 130 .0 130.0 130.0 130.0 /30.0 130.0 1304 63. 55.6 48.6 43.2 38.8 39.4 32.4 110.8 105.6 92.4 82.2 73.9 67.2 01.8 130.0 1300 1309 198.5 115.7 1051 954 130.0 130,0 138.0 130.0 130.0 124.3 114,0 1304 1300 130.0 120.0 108.0 88.2 00.0 1300 1300 130.0 1300 130.0 1300 1300 130.0 1300 1304 1300 1304 130.0 130.0 130.0 30.0 1300 30.0 304 1300 1304 ____ 1300 �,±1r1� Nom.r.r1 111113111111REMIZOIEINIEMINEEIEZEMEMI 1300 WINDOW DNS. 91M711 (N) 1001.1 SPAN 19 -1/8' 28 -1/2' 30' 37' 46' 54" 00' 08" 78" I X 3 319. 41.0 33.2 72" 19 -1/8' 20 -1/2" 30" 37' 42' 48' 54" 80' 86' 72' 51.5 37.2 33.0 9,11.38' 3 1/2` 42' 49" 54' 00 68" 72' 19 -1/8' 28 -1/2' 30' sr 42" 48' 54, 30s 86' or 106` 1 X 4 STD. 1300 99.5 87.9 71.3 628 94.9 48,8 4.4,0 40.0 36.8 110.4 79,7 70.4 57,1 50.3 44.0 39,1 35.2 32.0 Ix4 CUSTOM 130.0 1300 130.0 111.6 88.3 08.0 76.4 660 42.6 57.3 130.0 66.8 61.2 95.1 50.1 - 459 34.5 74.0 1159 53.4 83.5 47.2 73.8 352 589 33.7 52.7 - 48.1 41.0 309 33.0 30,7 51.9 81.3 37.0 58.7 33.1 5I4 - 429 37.0 32.4 42.5 66.5 92.1 69.0 1103 120,1 1300 72' ALL LOADS ARE EXT.( +) /TNT,( -). NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS 4 -1 /2 CUSTOM 130.0 1300 1300 130.0 127.9 111.5 99.1 89.2 131.1 74.4 1300 1300 1304 118.8 104.7 81.8 81.4 73.3 88.8 81.1 130.0 111.2 98.2 79.6 70.1 61.4 540 49.1 44.8 40.9 1084 78.1 690 659 490 43.1 383 343 32.3 2x4 STD. 130.0 128.4 104.1 81.7 $.3 71.4 64.2 58.4 533 130.0 119.4 1029 204 8 x 8 2 0 8 HEAVY STD. HEAVY 130.0 130.0 130.0 130.0 130.0 1300 130.0 130.0 130,0 130.0 130.0 130.0 127.2 114.8 104,1 99.4 130.0 130.0 130.0 130.0 1304 114.6 1014 81.7 63.4 704 130.0 130.0 122.8 99.8 87.7 76.8 88.2 81.4 858 51,2 130.0 97.7 093 70.0 61,6 53.9 47.9 43.1 40.4 1304 1304 130.0 130.0 130.0 1187 108.8 130.0 1300 130.0 1300 1300 130.0 125.1 112.8 102.3 93.8 130.0 130.0 1300 1300 133.1 107.7 958 802 78.4 719 1300 130.0 1303 109.1 98.1 84.1 74.7 87.3 611 56.1 1300 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1300 130.0 1300 130.0 1304 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1311.0 130.0 130.0 130.0 130.0 1304 1300 130.0 130.0 1304 1300 1300 123.6 112.3 103,0 CNDOW 0149, 1xe 1x0. 84074 (1) Nutt. SPAN STD. STD. 19 -1/8' 28 -1/2' 30' 37' 4311 48' 54' 60' or 72" 19 -1/8' 28 -1/2' 30" 37" 42" 48" 04' 40" or 72" 19 -I/8" 28 -1/2" 30' 37' 144' 42" 48" 54" 130' 1X4 CUSTOM (TUBE NULIA0N9) 1 -1/4 4 -1 /2 2 x 4 6x4 8x8 2%8 CUSTOM STD. HEAVY STD. HEAVY 37.9 59,3 78.9 55.3 98.7 4304 130.0 - 42.8 58.9 39.9 71.2 1114 130.0 62.9 98.1 914 79.5 44.0 70.1 39.3 61.3 - 37.8 90.3 38.3 30.8 40.8 319 31.4 130,0 34.9 54,5 33.1 49.0 44.6 132' 44,9 59.3 41.6 32.1 42.6 - 37.8 - 74.1 40.9 115.0 53.3 83.4 47.3 - 30,8 - 34.3 45.6 32.0 329 38.3 73.7 593 1300 138.7 112.6 1001 90.1 81.9 75.1 130.0 130,0 1300 109.9 88.7 844 75.2 87.7 81,6 56.4 130.0 41.2 843 118.0 33.8 57.1 92.8 48.1 .40.9 380 .333 30.7 604 38.4 56.8 104.3 48.0 84.6 40,5 7 353 88.2 ARCHES TO BE 045(2;00 8451115 li£CTANIIUTAP 54416 GLOM Paz= 161 J 1.5 87.9 104" 8R Z a ti b1ULLWON SPAN TYPIC MULLION ARRANGEME WIDTH (w) m wl + 2 Ow: 4.1.64 ASSAD LA. 1 A 70592 29 20iO 'toe "° r "•7.rte -^ 0/ 1 droving no M07-04 (sheet 3 o1 7 DESIGN LOAD CAPACCPY - PAP WINDOW 01%8. ANCHORS TYPE YAOTH (1T) WLL SPAN A 8 C D 19-1/8" 130.0 130.0 1310 1310 26 -1/2° 1310 1300 1300 1300 30" 130.0 130.0 1 30.0 130.0 37" 1208 1310 130.0 1300 42" 38 -3/9" 108.1 130.0 128.7 1310 48" 92.9 130.0 112.6 130.0 54" 62.6 1310 100.7 130.0 60" 74.3 120.1 911 130.0 66' 67.6 109.2 81.9 130.0 72" 614 100.1 75.0 130.0 19-1/3" 130.0 130.0 1310 130.0 26-1/2° 127.5 13110 1310 1300 30" 112.6 130.0 130.0 1310 37" 91.3 1310 110.7 1310 42" 50 -5/8' 804 1310 975 1310 48' 84• 70.4 113.8 85.3 1300 54" 82.6 101.1 754 1300 80" 58.3 ' 910 68.3 1300 66" 51.2 82.7 82.1 124.1 72' 489 754 68.8 113.8 19-1/8" 1310 1300 1310 130.0 28-1/2' 102.5 1300 1242 130.0 30" 90.5 1300 109.7 130.0 37° 144' 73,4 118,8 89.0 130.0 42' 88, 84.7 1045 784 1300 48" 58.6 91.4 68.8 130.0 54° 50.3 81.3 81.0 121.9 60" 45.3 711 544 109.7 66" 41.1 88.5 499 99.7 72" 37.7 61,0 453 91.4 19-7 /8° 1215 1310 1310 1300 28-1/4" 889 130.0 108.4 131.0 30' 789 124.1 93.1 730.0 37' 62.3 100.8 789 130.0 42' 74 -1/4° 54.9 86.7 815 1300 48' 108, 484 779 58.2 1114 54" 42.7 690 51.7 1014 60" 384 62.1 46.5 93.1 88' 34.9 564 42.3 84.6 72" 320 51.7 389 77.6. DE87GN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WAN (W) YNJ. SPAN A 8 C D 16-1/8' 114.7 130.0 1300 130,0 26 -1/2° 82.8 130.0 100.3 130,0 30' 73.1 118.2 884 1310 37' 59.3 95.8 71.9 1310 42' 78' 52.2 84.4 613 1264 48' 45.7 73.8 55.4 110.8 54' 40.8 65.8 48.2 915 60" 388 58.1 443 886 66' 312 517 40.3 80.6 72' 30.5 48.2 38.9 73.8 19-1/8' 106.5 1300 129.1 130.0 28 -1/2" 78.8 7242 93.2 130.0 30' 67.9 109.7 02.3 130.0 37' 55.0 894 817 1310 42' 132" 485 78.4 569 117.6 48" 84• 42.4 688 51.4 102.9 54' 37.7 81.0 4.17 91.4 60' 33.9 54.9 41.1 82.3 68' 30.9 49.9 37.4 74,8 72' 28.3 487 342 888 19 -1/8" 932 1310 112.9 1300 26-1/2' 67.2 1017 819 1300 30' 59.4 98.0 720 7300 37' 144' 48.2 77.8 58.4 118.8 42" 88, 42.4 689 51.4 102.9 46' 37.1 90.0 410 80.0 54' 33.0 53.3 40.0 80.0 60' 217 480 380 720 86' 270 43.6 32,7 654 72" 24.8 410 300 60.0 18 -1/8' 82.8 133.9 100,4 131.0 26 -1/2" 59.8 988 725 130.0 30' 52.8 85.3 84.0 1280 37" 424 89.2 51.9 1018 42` 37.7 61,0 45,7 91.4 or 108, 33,0 53,3 410 80.0 54' 292 474 35.8 71.1 60' 284 42,7 324 644 56" 240 389 29.1 512 72" 22.0 35,6 287 53.3 ALL LOADS ARE EXT.( + } /INT.( -). NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS 85870N LOAD CAPACITY - PSF 8116095' DIMS. ANCHORS TYPE MOTH f MULL SPAN A 8 C D 19-1/8' 74.5 120.5 914 130.0 26 -1/2' 53,8 86.9 65.2 1300 30' 47.3 76.8 57.6 115.2 37' 38.3 623 48.7 914 42' 1�• 33.9 54.9 41,1 82.3 48" 29.7 48.0 38.0 72.0 54' 26.4 42.7 32.0 84.0 80' 234 36.4 28.8 57.8 86' 21.6 34.9 26.2 52.4 72' - 310 240 48.0 19-1/8' 67.8 109.5 82.1 130.0 26 -1/2' 48.9 79.0 59.3 118,8 30' 432 698 520 104,7 37" 38.0 56.6 475 84.9 ' 42' 132" 30.9 49.9 37.4 74.8 48" 270 43.6 32.7 65.5 54" 24.0 .*8 29.1 582 60' 21.8 34.9 26.2 52.4 88° 31.7 23.8 47.6 72' 29.1 21.6 43.8 19-1/8' 82.1 100.4 753 130. 26 -1/2' 449 724 54.3 1087 30' 399 64.0 410 99.0 37' 144' 32.1 51.9 39.9 779 42" 213 45.7 34.3 68.6 48' 24.8 40.0 30.0 60.0 54' 22,0 35.6 26.7 53.3 TUBE 4,8,0 OR 0.-\\, WONG PRODUCT OIJt21NG PRODUCT NOf820N0N• MALIGN ARQMES TO BE 91598080 71516! RECTANOWAR SHAPE .. ,N $ 11A2610 PRODUCT ANCHOR CLAZ PRODUCT i at ANT S 5.8.0 OR 0 TYPICAL MULLION ARRANGEMENTS WIDTH (W) a 91 2 + W2 7890UCT 88V7815 Rralipipkg w175t9e918rt1m Coo, "0J ---)4111-1910 drewing no. M07 -04 (shed 4 01 7 ) • Ed 1/4" DIA. UITRACONS 2 PER CUP (1 ON EACH WING) 1/4" DIA. ULTRACONS 1 PER ANGLE I BY WOOD BUCK FLOATING CUP 014 SMS 1 -3 /8" 0.0. IE4. 2 PER ANGLE 2 x 2A:011(8° ALUM ALTERNATE ANCHOR LCCAT1 I 1/4' D1A. ULTRACONS 2 PER cuP (1 ON EACH WING) DIET. 1/4" DIA. ULTR•CONS 1 PER ANGLE 2 SY W000 BUCK OR WOOD STRUCTURE 2 BY WOOD BUCK OR WOOD STRUCTURE FLOATING CUP 2X2X18" ALUM 04 Sul 1 -3/8' 0.C. MIN. 2 PER ANGLE 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX 01,1 FIAT HEAD SUBSTRATE Ed. m MIN. EDGE DIST. MW. EMBEDMENT 11000 1° 1 -3/8° OLOCK 2 -1/2" 1 -1/4° CONCRETE 2 -1/2° 1 -1/2' ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MUUJONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED wolf ALKALI - RESISTANT COATINGS, SUCH AS BITUlINOUS PAINT OR WATER -WHITE M!TMAcRYIATE LACQUER. JAVAO AHMAD Rana C.I.A. FLA. PE LSS2 538 N. E IADUCT REVISED c.tomplybp with 9oRabb Cods I/4° DIA. ULTRACONS 2 PER CUP (1 ON EACH NRNG) ANCHORS TYPE 'A' II 9 WO Jf• A��I/srR (teet5*17) Ed. Ed. 1' MIN. 1/4' DUL ULTRACONS 4 PER CUP (1 ON EACH SING) WOOD BUCK 1/4" DMA. ULTRACONS 4 PER CUP (1 ON EACH WING) pm, I /4' DM. ULTRACONS 2 PER ANGLE LANA ownw .- -- ter- -,� Tutu FLOATING CLIP /14 SM5 1 -3 /e' 0.0. YIN. 2 PER ANGLE 1/4' DK ULTRACONS 2 PER ANGLE 2x2111/8° ALUM ANGLE WOOD B� OR WOOD STRUCTURE ALTERNATE ANCHOR LOCATES./ ANCHORS TYPE. 'B' FLOA CUP /14 SMS 2 PER ANGLE it ij II it Li u I 1 I 1 I 222X4 /8' ALUM ANGLE 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY SE HEX OR FIAT HEAD SUBSTRATE Ed. ■ MIN. EOM 01ST. MN. EMBEDMENT WOOD 1' 1 -8/8" BLOCK 2-1/2" 1 -1/4" CONCRETE 2 -1/2' I -1/2" 1/4" OW. ULTRACONS 2 PER CLOP (1 ON EACH *1140) I Ed. I ALL CUPS AND ANGLES TO FIT SNUG um Tu05 MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALNAU .RESISTAIIT COATINGS. SUCH AS BRUMRr0U9 PANT OR WATER -SHOE METHACRYLATE LPCO1JER. 11 11 II II 11 11 �l 1 Iv FLOATING CUP 1/4' OIA. ULTRACONS 1 PER ANGLE w /14 Sys 2' 0.C. MIN. 2 PER ANGLE 1/4" 01A ULTRACONS 2 PER CUP (1 ON EACH WING) ANCHOR LOCATION ingR JAYAD AMMO OVA FLA PE 70502 CAN, '2778 ANCHORS HYPE 'C' 2x2x18" ALUM ANGLE PRODUCT REVISED as tomplArg "ids .02. VW& 044 4.1,Wocr,,! D U1 m 1— z Z 1 drowiny no. M07 -04j sheet 6 of 7J 14 SM.S. 2/ CHANNEL X 2" X 1/8' (FOR 28Y TUaE) 3/4" X 2" X 1/8' FOR (1BY TVBE1 UM CUT To FIT SNUG IINNSIDE TUBE ANCHORS TYPE '0' ANCHORS DETAIL #1, METAL TO METAL CONNECTION 1/4 DIA. ULTRACONS 81' 'ELCA' ULIRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. LOGE D$T. MIN. EMBEDMENT WOOD 1" 1-3/8• BLOCK 2 -t /2" 1-t /4• CONCRETE 2 -t /2• 1 -1/2` drawing no. M07 -.04 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Windows & Door, LLC 601 N. W.12tb Ave., Pompano Beach, FL 33069 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeontine.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed. by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity hurricane Zone of the Florida Building Code. DESCRIPTION: Series "230 " Outswing Aluminum Door w / wo sidelites APPROVAL DOCUMENT: Drawing No. W02 -77., titled "230 Alum Outswing Door w/sidelites. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28-02 and last revised on Apr 24,2008, signed and sealed by Dr. Huinayoun Farooq, P. E., 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: Large Missile Impact Resistant Limitation: Exterior (positive) design loads to be limited per sheet 2 of the drawings. 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. T1MM1NATION 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 & renews NOA # 02- 1016.09 and consists of this page 1 & evidence page E -1 & E-2, as well 'as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, F E. NOA No 06- 0327.02 Expiration Date: December 26, 2012 Approval Date: July 17, 2000 Page 1 T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNIII I'ED A. DRAWINGS (Transferred from file # 02- 1016.09) 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -77., titled "230 Alum Outswing Door wI sidelites. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28-02 and last revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -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 aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5458, dated 02/15/08, signed and sealed by Carlos S. Rionda, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -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 aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and ?1'L -3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (transferred from file # 02- 1016.09) 3. Referenced test report per TAS 202 -94, Test Report No. FTL -2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. GiaZing complies w/ ASTM E -2002. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 154a Ishiq I. Chanda, P. E. Product Control Examiner NOA No 06-0327.03 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CER1'IHCATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex IIIG interlayer", expiring on 03/04/09. 2. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, LLC for "SAF -GLAS, polycarbonate laminate ", expiring on 12/16112. F. STATEMENTS 1. Letter of conformance and "No financial interest, dated 03 -08 -2008 signed. & sealed by Dr. Humayoun Farooq, P.E. 2 Statement letter of compliance, as part of above test report. G. OTHER 1. This NOA revises & renews NOA # 02- 1016.09, expired December 26, 2007. 2. Test proposal # 07 -3698 dated Nov 08, 2007, issued by BCCO. E -2 Ishaq 1. Chanda, P. E. Product Control Examiner NOA No 06- 0327.03 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 SURFACE USED FALSE MUNTINS ANCHORS AT MTG, STILE ENDS /(4 REGD. FOR W000 INSTALLATIONS 145 3/8" / t2 0EOD, FOR CONc. INSTALtATlONS SPA* WIDTH 11" 3° 8' i3" Wx CIO I ", HEAD SRL --- ii II 0 It 11 --,..._ %1}d4. /1K ..ig 77 it II it ti u - ti 14 /11 / 11 _�= _�i / N% 1Y / _s_ =n__ --n -- \ II \ \ 11 IN -A n\ II / /`! 77"ff d = =, - -- _ \ I i t 1n \ \\ ri 4.. -__ WC GPN 11 _.= _i1k ="'-'V= ," ; \ 'N / __..- JtI- ._.... �- 1 41i / 11 / 0/ AC /011 / 11 I / \ / __ it II 11 -=_._fit =. = =_ E/2, , 11 // II II II Tti II tt f MK 33 3/8" 2S 1/2" 28 1/2` 33 3/8" **-----b.L. OPO. 1 1/4° ° D.L. OPG. 34 1/2° D.L. OPG. ' L OPG. PANET. WIDTH 34 t/2 37 8 /8" PANEL MOTH - 71 8/8" 1 1/4' 37 8/8° FRAME WIDTH OXXO ) 0OURS /SIDEGTES GLAZED W1TN LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS, �IREL REQUIREMENTS BMW CODE INCLUDE 100H VELOCITY HURRICANE ZONE (NVNZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 00 STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE ON AU.OWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATER0LS INCLUDING BUT NOT LIMITED TO aL/�, SCREWS, HOT COME INTO CONTACT WITH OTHER DISSIMILAR MATERW.SSn SHALL MW 111E REIWIREMFNVS OF 2004 FLORIDA 8100. CODE SECTION 2003.8.4. slant WIDTH 8' MAX. coRteRs IVICALELEMIN ANCHORS AT MTG. STILE ENOS (4) REDO. FOR WOOD INSTALLATIONS (2) RECD. FOR CONC. 5STALLAT101JS SURFACE ALSE MUNTINS MAY BE USED 8' MAX. NEMD /S1LL CORNERS CT a SEE SHEET 2 FOR GLASS TYPES AND DESIGN LOAD CAPACMES. MEM UMW= wllkla Espiragao aetejVelt- taitti LAMINATED GLASS LARGE MISSILE IMPACT Yn*, Gi. // mamma N FAR0W SCAN. 1.181 1 k k 1 drawing n¢ W02-77 (sheet T of 6 ) DEMON LOAD CAPACMES - PSF FOR SIZES SHOWN BELOW OR SMALLER GLASS TYPE A' GLASS TYPE 'B' EXT. (+) WT. ( -) EXT. ( +) INT. ( -) DOOR' W/0 SIDELITES 80.0 90.0 90.0 90.0 DOORS WITH s1DEUTES 80.0 90.c - FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTEI (+) LOADS AS FOLLOWS 1 -5/8" THRESHOLD +83.3 PSF 2 -5/8' THRESHOLD * +800 PSF 3-1/2° THRESHOLD a +90.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 �3`7 7/,18' T8 1/4' Mt. I I 110 3/16` MAY. 110' MAX. (X) (XOX) (XXO) (oxx) (oxxo) AMEMEILCVNMEKEELS 0.400' OVERALL LAM. GLASS GLA6S TYPE 'I►'. 3/18' HEAT STRUM GLASS 3/16' ANNEALED BRASS .081 SAF -9LA8 POLYCARIMNATE LAWRIE 3/10' HEAT SIRON'D OLASS 3/18" ANNEALED CLASS MOORE SILICONE MEUCCI 700 BOD T�AEALBIAZE SOO GE 0.480" ONEtALL. LAM. CLASS GLASS TYPE 'A' GLASS TYPE (won LPJ1F) cocoa LEAF) GLAZING OPTIONS T RENEWED Nasplybri suu Fin.wta Mang Cede y 0.45r OVERALL. LAM. GLASS hill Shifts W02 -77 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1Ht OR 28Y MOD EXICIO3 ELEV. SEE ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY TM WINDOWS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM 10 THE BUILDING STRUCTURE, TYPICAL ANCHORS; SEE ELEV. FOR SPACING letcoiLzecoutzto INTO WOOD STRUCTURE 1 -3/4° MIN. PENETRATION INTO WOOD THRU 10Y OR 2BY WOOD BUCKS INTO MASONRY OR CONC. 1-1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO CONCRETE OR MASONRY 1 -1/4° MIN. EMBED INTO CONCRETE OR MASONRY 1/4° SELF ORIWt4¢ SCREWS (ORAOE SCR$) INTO METAL STRUCTURES STEEL: 12 GA. MIN. (Fy 38 KSI MIN.) ALUMINUM : 1/8° INK. MIN. (6063-15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) FOR LOADS +80.0 PSF rT na•• 1a, • 3/8°X30* 2 -1558811,. /4° FROI Et DS WPC& ANCHORS TR SEE ELEV. FOR SPACING TYPICAL ELEV. OR SPADING drawing no. W02-77 ON 37319 FLUSH BOLT GUIDE OW-27848 ALT. PANEL LOCK SIRE 0848 +' 0978 OW 37889 -A OUTER HINGE CW 31828 GW 37888A 3/4 x 1 1/4 x 3/4 x 1/8' TKX. CAP R.US0960LT OUSE. 2 LONG g10 x 1/t F.H. UNO 28S. SIDEUTE FRAME GW 38572 1/2". THREADED 800. WASHER d NUT WEATHER -STRIP ADAPTER OW -31826 110 x 1' P.H. sus. (0s5Y. 5=10 481 ADAPTal (1' X 1' X 1/18' TUBE) SILL ADAPTER Q /2` X i' X 1/16' Thep TM -075 DOOR TOP & BOTTOM RAH. TM 081 DECORATIVE MOULDING TM-185A DOOR HINGE STILE GW -36935 3000 GLASS STOP GW -31856 STD. FRAME SILL GW -26815 ALT. FRAME SILL GW -37319 3800 ALT. FRAME SILL TM-184 14- -L840- -t4 324 31 LOCK STILE REINFORCEMENT TM -075 Pff 2 4 MIT drawing 1O. W02-77 SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MUWON AND JAMBS SEALED WITH SILICONE. BINGES; 7 -5/8" LONG ALUM BUTT HINGES, AT 11" FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS; OPONO1 STANDARD STEEL. THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38 -1/2" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(%) DOORS OPYIQN 12 MULTI —POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE EMBED WITH (2) #12 -28 X 2 -1/4" OH MS METALLIC STRIKE PLATE AT 34 -1/2" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) /10 X 1/2' FH SIG MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK S11LE OPERATORS AT t0 —i /2" do 78 -1/2" FROM BOTTOM FASTENED WITH (2) /8-32 X 1/2' FH MS t TOFF) LEAFS FRAME TOP CORNER SIDELTTE CQRNER FRAME BOTTOM CORNER 4 DOOR LEAF CORNER PRODUCT RENEWED otampolq with the Fl.rld. Bidding Coda Aareptsaca Seiredue 12� lI �. II H EX Wind Pressure Calculator REDIPTIM jat r N_ AUG 1 ii r EN '. Page 1 of 2 E R I N G FT I- ' 160 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE:(954) 354 -0660 FAX:(954) 354 -0443 ASCE 7 -05 Com Date: August 8, 2011 onent & Claddin Job #? 11-APC -0001 Pressure Calculator 01 Hover HELP: Contractor: RUTHI SCHAFFER WAECHTER Project Info: WAECHTER RESIDENCE 1043 NE 98th Street, Miami Shores, Fl 33138 (Clear Form ENTER Building Mean Roof Height 15.0 ft Double Click or Drag: 146 MPH Presets 4, Bldg. Category: 0 Exposure: C Roof Tvpe: Gable Enter Minimum Bldg Dimension:, 30.0 ft Peak Wind Velocity (3 Sec. Gust): 1 I iI!1 !.I 1 1 1 1 1 1 i j I 1 11.L.!..1 1 Bldg. Classification: r Enclosed H) Zone Width (a): 3.00 ft. Directionality Factor Kd: 0.85 Roof Slope: 1.00 /18.4 Deg (4.0:12) Pitch Description US Contour Map: FL Contour Map: qh = 39.37 psf Kh = 0.85 Kzt = 1.00 I = 1.00 Gcpi (+1-) = 0.18 Entry S Multiple Opening Width e Height Area Zone@ Neg Pres CASEMENT WINDOW PICTURE WINDOW 36 in 63 in 77 in 63 in CASEMENT WINDOW 36 in 63 in FRENCH DOOR 38 in 80 in HORIZONTAL 74 in 38 In !HORIZONTAL 74 in 38 in HORIZONTAL 37 in 38 in HORIZONTAL 74 in 38 in HORIZONTAL 74 in 38 in ;HORIZONTAL 60 in 38 in Mode: 0 Single Opening surePos Pressure 15.8 sq.ft. l 4'; -49.0 psf 45.1 psf 33.7 sq.ft. ` 4 -46.7 psf 42.8 psf 15.8 sq.ft. ( 4 I--v) -49.0 psf 45.1 psf 21.1 sq.ft. [4 -v -48.1 psf 44.2 psf 19.5 sq.ft. ` 5- -58.2 psf 44.4 psf 19.5 sq.ft. l 5 -58.2 psf 44.4 psf 10.0 sq.ft. 4 -50.4 psf 46.5 psf 19.5 sq.ft. f 4vT -48.4 psf 44.4 psf 19.5 sq.ft. ` 4 H -48.4 psf 44.4 psf 15.8 sq.ft. 5 -59.4 psf 45.1 psf oq -1oIJ 62. io - 07 /So2- ©� -032 a2 <Enter Notes Here> NOTES: Design is in accordance with ASCE 7 -05 and the 2007 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Results are based on contractor - supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. http: / /www.engexp .com/calculators /asce705_cc.cfm Valid Only with Raised Engineer Seal Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 Page 1 of 2 8/8/2011 EX Wind Pressure Calculator 1 ..' Page 1 of 2 411- ENGINEERING /-- S ' 416, 160 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE:(954) 354 -0660 FAX:(954) 354 -0443 ASCE 7 -05 Com • onent & Claddin • Pressure Calculator Date: August 8, 2011 Job #: 11 -APC -0001 - 01 Hover HELP: Contractor: RUTHI SCHAFFER WAECHTER Project Info: WAECHTER RESIDENCE 1043 NE 98th Street, Miami Shores, Fl 33138 `Clear Form ENTER e Double Click or Drag: Building 146 MPH Mean Roof Height 15.0 ft NMI Presets Bldg. Category: e Exposure: C Roof Type: l Gable Roof Slope: Enter Minimum Bldg Dimension: 30.0 ft Peak Wind Velocity (3 Sec Gust)' 0 US Contour Map: I!.i i t' ia..!.:.f Bldg. Classification: ` Enclosed Zone Width (a): 3.00 ft. Directionality FactoLKd: e 0.85 1.00 18.4 Deg (4.0:12) Pitch III ti liitlL:'`: FL Contour Map: qh = 39.37 psf Kh = 0.85 Kzt = 1.00 T = 1.00 Gcpi ( +1 -) = 0.18 Entry Mode: 0 Multiple Opening 0 Single Opening Description Width 0 Height Area Zone@ Neg PressurePos Pressure FRENCH DOOR HORIZONTAL HORIZONTAL 26 in 80 in 14.8 sq.ft. Fr-9 -49.2 psf 45.3 psf 111 in 63 in 48.6 sq.ft. (-7-1-. H -45.6 psf 41.7 psf 111 in 63 in 48.6 sq.ft. (4 -45.6 psf 41.7 psf FRENCH DOOR HORIZONTAL HORIZONTAL HORIZONTAL 60 in 80 in 33.3 sq.ft. H-7-1-"-, ' -46.8 psf 42.8 psf 74 in 38 in 19.5 sq.ft. l 4 97 ' -48.4 psf 44.4 psf 74 In 38 in 19.5 sq.ft. f 5 -58.2 psf l i 44.4 psf 37 in II! 38 in 10.0 sq.ft. F47---. -50.4 psf 46.5 psf HORIZONTAL HORIZONTAL 53 in 38 in 14.0 sq.ft. i 4 -49.4 psf 45.4 psf ii 37 in ! 38 in 10.0 sq.ft. [ 4. ' ! -50.4 psf 1 f 46.5 psf 12 in 12 in 10.0 sq.ft. E <Enter Notes Here> Valid Only with Raised Engineer Seal NOTES: Design is in accordance with ASCE 7 -05 and the 2007 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Results are based on contractor - supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. http://www.engexp.cordcalculators/asce705_cc.cfm Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 Page 2 of 2 8/8/2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 A-0 Inspection Number: INSP - 172283 Permit Number: EL -2 -11 -301 Scheduled Inspection Date: April 17, 2012 Inspector: Devaney, Michael Owner: WEACHTER, WILLIAM AND RUTH Job Address: 1043 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FIVE D CORP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)865 -7715 Parcel Number 1132050320050 Phone: 305 -248 -2881 Building Department Comments INSTALL NEW 200 AMP SERVICE, INTALL NEW 200 AMP PANEL IN GARAGE AND OTHER ELECTRICAL REPAIRS. CHANGE OUT SWITCHES AND RECEPTACLES AND INSTALL 5 SMOKE DETECTORS Passed Di/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 156276. Service only. April 16, 2012 For Inspections please call: (305)762 -4949 Page 15 of 21 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 156276 Permit Number: EL -2 -11 -301 Scheduled Inspection Date: March 21, 2011 Inspector: Devaney, Michael Owner: BULARCA, DAN & ELIZABETH Job Address: 1043 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: RAYS ELECTRICAL SUPPLY INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050320050 Phone: (786)236 -2777 Building Department Comments INSTALL NEW 200 AMP SERVICE, INTALL NEW 200 AMP PANEL IN GARAGE AND OTHER ELECTRICAL REPAIRS. CHANGE OUT SWITCHES AND RECEPTACLES AND INSTALL 5 SMOKE DETECTORS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments V/�?yi7-4L rtZi":/G e �1./1 March 18, 2011 For Inspections please call: (305)762 -4949 Page 26 of 37 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): 7 , Phone #: �L, Permit No. -1-•1 1 '-‘43()11 Master Permit No. 12C.I 1 (0I 4,v Address: /c)t 4/3 A City: ? ie.c j State: fZ D Zip: ? Tenant/Lessee Name: �, Phone #: \ Email: ' M .V042. ) / 4 , c�..'` c OJOB ADDRESS: /6 X3 ,q, City: Miami Shores County: Miami Dade Zip: _39/-3cP Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: • /CONTRACTOR: Company Name: / ` VC— /9 J i /®�j Phone #: d ` I Address: , G7,v-C!`G C 7' City: /9' /a/22/ 2/ State: �� , Zip: 3 3 ©3 3 Qualifier Name: Ga`�1� .,/ C 4 c *- e Phone r9 - 3 4/C K37 C'OJO �� State Certification or Registration #: �. �� ®7 �e � Certificate of Competency #: d'�'�✓/ � s� Contact Phone #: ,r �j ° 3 Z/Gt < '<, : y Email Address: DESIGNER: Architect/Engineer: Phone #: aloe of Work for this Permit: $ IV c/ C� . W Square/Linear Footage of Work: Type of Work: ❑Address DAlteration New ORepair/Replace ODemolition 7 Description of Work: inteiA- 1,a"Il' i-liet -,ft `l' // Ar2z_ -- 1 /Z. .f C-ec'& ,' f(i�1 *****+x***** >. * *** **** ** *****+x****+ *** Fees*** ******+x********* :**** *****+x***+x********** Submittal Fee $ Permit Fee $ ... ®® CCF $ CO /CC $ Scanning Fee $ d' .0O Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ • 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 ins on which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection if not be approved and a reinspection fee will be charged. Signature ;�r'`a�'�c L't Signature Owner or Agent �% The foregoi g ' nstrument was acknowledged before me thiis�, v� The foregoi instrument was acknowledged before me this Gam— ,.�y,, day of �'" �"�5 , 20 IL, by -1`e 10' C t'( , day of , 20 r Eby 11A1\ . GL A--- Catni �"2i who • personally known tom r who has produced who is personally known to me or who has produced rt—D As identification and who did take an oath. as identification and who did take an oath. ontractor NOTARY PUBLIC: Sign: Print: \\\\ �Wl l t +lrrrrrl A My Commission Expires: o, NOTARY PUBLIC: \\\`"�i Air,% Sign: '" a • = m .�i - .00 �2 � • ." — Print: — C7 � '�j m' ® ®° ice, °`1, bp" ` .7' '11 . `10 c-' , a? e .. o °� �`� My Commission Exp e `• ° 0/ ''n®Ai n ��``\ ,'rrrnu n rn�� x�.x nix.xa�* �x �x �x x� �x****************************************************\ * ****** :** ** *** * *** * *x:x��x**** * * * ** x** * *�:�x *�xx��x�x ****** \\: \ *** *mix **** * ** fr ta.g e.-10,/ - Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning • Clerk ��`1 112- �IW u-1 UILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit 1 Master Permit No cy- colo Permit Type: Electrical j�� ,,� // OWNER: Name (Fee Simple Titleholder): Lf/44/4 j rt. R4' Gf tt Citirde' Phone #: Address: / W• . ?j744 971-' City: /pie (3 fe State: Tenant/Lessee Name: Phone #: Zip: 351-3 Email: JOB ADDRESS: /OS • G . 98 City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes County: Miami Dade Zip: 33/3P CONTRACTOR: Company Name: Address: 1,fri°,6—cf d 5 ?7 f City: /i1/7T/ �G�G� Stater. Zip: 3 Qualifier Name: Alf/ 7 a he- Phone#:. O'f - 2cel? 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 in ion which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection i l not b: approved and a reinspection fee will be charged. Owner or Agent ++ The foregoing instrument was acknowledged before me this 21 day of . L- , 20 t . , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: e`d C11110 My Commission Expires: *** * ********* *** *** ** APPROVED BY Contractor The foregoing instrument was acknowledged before me this 2 day of 1 , 20 ( , by C1 MZEZ who is personally known to me or who has producedl l as identification and who did take an oath. /,19`4: Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Expires: 111611.. Ole w r ya ° \\��‘i 11 I I ►u►tto��/ Zoning Clerk Permit N. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR 1 ARCHITECT Owner's Name (Fee Simple Tide Holder): AV v /zit_ Phone #off - 6 _7 3 Owner's Address: /6 V_ j h. 8 . 7r 54 City: // 3 State : _ fL_ I Zip Code .33 /3 Job Address (Of where work is being done): l6 V.3 f i te, • 7,-)7442 City: Miami Shores State: Florida Zip Code:,V3g Contractor's Company Name: ,fit Ve- 0 (fl'/71 Phone #: 3 or- .1.41- 2 Address: i416-c-10 � '/ City: '7/ Pet de, State: 1-,4/2 Zip Code: 93 d 33 Qualifier's Name : t''‘.4 e- - o- Lic. Number: edod /Lf 7/ 2- Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: I hereby certify that the work has been abandoned and/or the contractor /architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. Signatu owner or Agent The foregoing instrument was aknowledged before me this day of I2— ,20jt ,by Who is personally known to me or who has produced as indendficadon. Notary Pu Sign: Seal: Signature Con . ctor or Architect The foregoing instrument was aknowledged before me this 21 day of it-- , 20/1 by who is personally known to me or who has produced Notary Public: Sign: Seal: 4. eeeee\o` • =.00, C • �tlC,� /�/ DAISIES DESIGNS 18 F000424 Ruth Schaffer Myerson, I.D.G. 5750 Collins Avenue #8-B MIAMI BEACH, FLORIDA 33140 (305) 861-7200 CALCULATED SY DATE CHECKED SY DATE SCALE *Lei' 41.10-67 _Ar 4ifis 1 DRUMM (Sigtabeds}2054 padde0Wffjoisc.ettaktins.01471.146011(METOUREEHOMM USPS.coin® - Track & Confirm Page 1 of 1 English Customer Service USPS Mobile Register! Sign in EILISPSCOlif Quick Tools Track & Confirm GET EMAIL UPDATES PRINT DETAILS YOUR LABEL NUMBER 70110470000326893010 Check on Another Item What's your label (or receipt) number? Search USPS.com or Track Packages Ship a Package Send Mail Manage Your Mail Shop Business Solutions SERVICE First-Class MaIP STATUSOFYOURITEM Delivered Notice Left Processed through USPS Sort Facility Dispatched to Sort Facility Acceptance Find DATE & TIME LOCATION FEATURES December 21, 2011, 8:55 am I MIAMI 1 GARDENS, FL 33056 December 20,2011 4:36 pm OPA LOCKA, FL 33055 December 20, 2011,2:40 am PEMBROKE I PINES, FL 33082 December 19, 2011, 724 pm 1 MIAMI BEACH, FL 33140 December 19, 2011, 11:26 am 1 MIAMI BEACH, FL 33140 Expected Delivery By: December 20, 2011 Certified Retum Receipt LEGAL ON USPS.COM ON ABOUT.USPS.COM OTHER USPS SITES Privacy Policy > Terms of Use' FOIA No FEAR Act EEO Data > Copyright0 2011 USPS. All Rights Reserved. Government Services > Buy Stamps & Shop > Print a Label with Postage > Customer Service > Site index > About USPS Home' Newsroom > Mall Service Updates > Forms & Publications, Careers, Business Customer Gateway, Postal Inspectors > Inspector General > Postal Explorer > https://tools.usps.com/go/TrackConfirmAction_input?qtctLabels1=70110470000326893... 12/21/2011 MIAMI- DADECOUNTV 2011 TAX COLLECTOR 140 W. FLAGLER ST. let FLOOR --1231026 MIAMI, FL 33130 FIVE D CORP R i QDSW 297 ST �p B N i LcCi r?&V MUNICIPAL CONTRACTOR'S TAX RECEIPT MIAMI -DARE COUNTY - STATE OF FLORIDA €12R$IDNT TO COO S'S 041911 BEG. 10-24 EXPIRES SEPT. 30, 2012 THIS IS NOT A BILL DO NOT PAY SEE BACK OF RECEIPT FOR A LIST OF NON- PARTCIPATING MUNICIPALITIES FIVE D ANGEL Receipt holder must register in the city where work is to be donit)9 /09/2011 60030000197 PAYMENT R IVEDO 0 MIAMI -DADE COUNTY TAX COLLECTOR FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 23' RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR ELECTRICAL CONTRRA SPECIFIED HEREON. CORP, GUTIERREZ PRES 1-475411—SW 297 NOT FORWARD MIAMI FL 330 3 1111111111111I0111111111i1 11111111111111111111111111 1111111111 23I0.2 -+1 Nf N1E €'LOOATION VE''1) CO'RP 4 40 W 297 ST 3033 t ttIN DADE COQ', THIS IS NOT A BILL — DO NOT PAY, RENEWAL, f EcEIPT NO, 123102 -6 CC R 000014912 OW lER .IVE 0 CORP c. T�pe of Buslnese 96 ELECTRICAL CI NT re' LOQAI, TAX RECEIPT, rr No PERMIT THE VEN.ATE - -ANY OR WING 4A OFD THE COUNTY OR, CITIES. NOR OOE�,SSq Pr, EXEMPT TH§ RMrr 'I &NSE REI.9Y LAW THE IS T A CEIVRP1CAT1ON OF HQLDb'S QUALIPpA- PAYdMFJ1`'14E0@IVED a�IAMi -b OQUNTY T'AX FIRST -CLAS; U.S. POSTAL PAID MIAMI, FL PERMIT NO. 2 0,/201 _000196 0075.00 SEE OTHER SIDE DO NOT FORWARD FIVE D CORP ANGEL GU ) RREZ PRFS 14540 SW MIAMI FL STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 GUTIERREZ ANGEL FIVE D CORD 14540 S.W. 297TH STREET MIAMI DADE FL 33033 Cor gratulation! With this license you become one of the nearly one million Floi dians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from box 3rs to barbeque restaurants, and they keep Florida's economy strong. Eve y day we work to improve the way we do business in order to serve you better. For nformation about our services, please log onto www.myfloridalicense.com. The e you can find more information about our divisions and the regulations that imp tot you, subscribe to department newsletters and leam more about the Der artment's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We con ;tent), strive to serve you better so that you can serve your customers. Tha tk you for doing business in Florida, and congratulations on your new license! DETACH HERE - CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 09/20/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certlflcate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Blanco Insurance Associated Inc. 1460 E. 4th Ave. Hialeah, FL 33010 Phone (305) 888-0524 Fax (305) 883 -6218 CONTACT NAME �p�Cc.N EA). (305)888 -0524 (FAIL, NO (305)883 -6218 E MMAIL ADDRESS: maria@blancoinsurance.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : GRANADA DAMAGE TO RENTED PREMISES (Ea occurrence) INSURED Five D, Corp 14540 SW 297 Street Miami, FL 33033 (305) 248 -2881 INSURER B : PERSONAL & ADV INJURY INSURER C: ❑ INSURER D : $ 2,000,000.00 INSURER E : PRODUCTS - COMP /OP AGG INSURER F : MBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDLSUBR iNSR WVD POLICY NUMBER 0185FL00029576 POLICY EFF JMMIDD1YYYY1_.(MMIDDNYYY)_ 09/23/2011 POLICY EXP 09/23/2012 LIMITS EACH OCCURRENCE $ 1,000,000.00 $ 100,000.00 $ 5,000.00 A GENERAL LIABILITY n COMMERCIAL GENERAL LIABILITY • ❑ CLAIMS -MADE n OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) MED EXP (Anyone person) ❑ PERSONAL & ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: n POLICY ❑ JET ❑ LOC PRODUCTS - COMP /OP AGG $ 2,000,000.00 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED ❑ AUTOS ❑ AUTOS NON -OWNED ❑ HIRED AUTOS ❑ AUTOS ❑ ❑ COMBINED SINGLE LIMIT (Ea accidert) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident (P ) $ PROPERTY DAMAGE (Per accident) $ $ ❑ UMBRELLA LIAB ❑ OCCUR ❑ EXCESS/JAB ❑CLAIMS-MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION $ r WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y 1 1 ANY PROPRIETOR/PARTNER/EXECUTIVE N / A STATU- ❑ C L - OT E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $ Byes Resrib ce under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) E CANCELLATION CITY OF MIAMI SHORES 10050 NE 2ND. AVE MIAMI SHORES, FL. 33150 ACORD 25 (2010/06) OF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE MARIA ALMOLDA 88-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 09 -22 -2011 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: 09/22/2011 EXPIRATION DATE: 09/21/2013 GUTIERREZ ANGEL 592420155 BUSINESS NAME AND ADDRESS: FIVE 0 CORPORATION 14540 SW 297 STREET HOMESTEAD FL 33033 SCOPES OF BUSINESS OR TRADE: 1- ELECTRICAL WORK 2- REGISTERED ELECTRICAL CONTRACT IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -16C DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 09/22/2011 EXPIRATION DATE: 09/21/2013 PERSON: ANGEL GUTIERREZ FEIN: 592420155 BUSINESS NAME AND ADDRESS: FIVE D CORPORATION 14540 SW 297 STREET HOMESTEAD, FL 33033 SCOPE OF BUSINESS OR TRADE: 1- ELECTRICAL WORK 2- REGISTERED ELECTRICAL CONTRACT IMPORTANT 0 Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. H E R E QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 1 Protect Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 1043 NE 98 Street Miami Shores, FL 33138- 1132050320050 Block: Lot: DAN & ELIZABETH BULARCA Owner Information Address Phone CeII DAN & ELIZABETH BULARCA 1043 NE 98 Street MIAMI SHORES FL 33138 Contractor(s) RAYS ELECTRICAL SUPPLY INC Phone Cell Phone (786)236 -2777 Valuation: Total Sq Feet: $ 1,975.00 0 1 Type of Work: ELECTRICAL Additional Info: Classification: Residential Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $1.20 $2.25 $2.25 $0.40 $225.00 $3.00 $1.60 $235.70 Pay Date Pay Type Invoice # EL- 2- 11.40138 02/25/2011 Credit Card 02/23/2011 Credit Card Amt Paid Amt Due $ 185.70 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Meter Box Alteration Relocation Fire Alarm Service Change Underground W. W. 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 25, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date February 25, 2011 1 (A)A\\/(tArk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 1 Master Permit No. BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building FEB P, 2011 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 46// %/41/4, 4gee,,,0 ,q Phone # gall) .306= ca- Owner's Address .07 -11, 4)1/:7 y . City, ,,cin// gaga State rem Zip 33,i ( O Tenant/Lessee Name Phone # Job Address (where the work is being done) ,04(3 4.'O (FeP-- City Mimi Shores Village County Miami -Dade 'is Building Historically Designated YES NO X Contractor's Company Name S f Xe oG �ca,1/)/4,-e rain Contractor's Address 203 et,A9 — / c,4y /U© City ; 4 iv// State ,C /o Qualifier / '&d eq Zip 9'3/35 Phone #(.1& 6 3 - 7/33 Zip 3e7fe State Certificate or Registration No. /( aet? 23‘41. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit /9 7g. Square Footage Of Work: Type of Work: ['Addition DAlteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: .mfr & /® /Wu/ :Loo .�r7a#r ,-e az , RI,Cre' ££e , AZ 4 f ®tee 6)..a^ PAC 7 js /f L' ****************************Fees****************************** ** ** *** * ** * * * * *** * * * * *** Fees* *, * *, * * ** * **** * * * * * * * ** *** ** Submittal Fee $ Permit Fee $ 7 7 476' ie--', CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning 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 r .roved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 2,3 The foregoing instrument was acknowledged before me this 73 day of 20 %l , by , day of 41,6 , 201/ , by 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. who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: Uo- My Commission Expires: MALTY RAYMORR MY COMMISSION # DD888914 ge EXPIRES: Jima 19, 2013 My Commission Ex . t* * ** *** * *�k * * * *** * ***** **fie ;, ez* *** r ;i:i, rya it* r' *•Cp ****** ** *** * *** * * * * * * **aY &,r,t,rak* * * *,r*at ** ** * * ** * *** * * **** NOTARY PUBLIC: Sign: Print: . E;€PIPAES June 19, 2013 i ccm t Moo. Co. ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION (AN 4Y2LICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT 0 FEE ITEM SWITCH OUTLETS ,- UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS ill CENTRAL HEATING DISHWASHER RECEPTACLES to A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AhPS la9 Om DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEM3LIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 If VIOLATION INDIRECT WASTES . A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS • A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMJIING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. F.1 A - --`,rsz L CATCH BASIN ,c- DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER . FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPIN1 FEB -02 -2011 14:55 INSURANCE AGENT 305 596 9780 AUUK 1J , CERTIFICATE OF LIABILIT 1WDUCEp Koski & Co . , Inc. 9875 SW 72 Street P. O. Box 164739 Miami, FL ,33116 P SURED Ray's Electrical Supplies Inc. 2023 Opa Locka Blvd. Opa Locka, FL 33054 Y INSURANCE _ THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POL CIES BELOW, P. 03/03 OA I C (MM/DNITT TT/ INSURERS AFFORDING COVERAGE INSURER A: TECHNOLOGY INS. CO. INSURER B: INSURER Ci INSURER Oi NAIC # INSURER Et COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING OR M ANY AY PERTAIN, THE �INSURANCE AFFORDED D BY THE POOLICIES DESCRIBED HEREIN DOCUMENT 5 SUBJECT TO ALL THE TERMS, EXCLUSIONSIAND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS PbucY ExPlRanoN 1...i t• ! a<� !Nan AUDI POLICY NUMBER EACH OCCURRENCE PRWlul�R ,. uriels MED EXP (Any on poneont LIMITS 4 S PERSONAL A ADV INJURY b GENERAL AGGREGATE 4 PRODUCTS - COMP/OP ADD GARAGE UABILTIY ANY AUTO NO COVERAGE EXCEti9AIMB OCCUR LI A UABIUTY CLAIMS MADE I ..I bEOUCTIBL E RETENTION e NO COVERAGE A EMPLOYERS' S A LITY IaN AND ANY PROPRIETOR/PARTNER/EXECUTIVE OPPICER/MEMRER EXCLUDED? YES If vas, describe under SPECIAL PROVISIONS below OTHER TWC3265193 NO COVERAGE 1%31/11 01/31/12 COMBINED SINGLE LIMIT tEs occident) BODILY INJURY IPM pereoni m 4 t30DILY INJURY Pot Resident) PROPERTY DAMAGE tPer accident) AUTO ONLY - EA ACCIDENT d 4 OTHER THAN AUTO ONLY: EA ACC 0 AGG 4 EACH OCCURRENCE ¢- AGGREGATE a TORY LIMITS I _ 1nER E.L EACO1 ACCIDENT 0 EJ DISEASE • EA EMPLOYEE 4 E.L. DISEASE - POLICY OMIT 100,00` 100, 000 500.,000 DESCRIPTION OF OPERATIONS / LOCA110N51 VEHICLES ! EXCLUSIONS ADDED BY ENDORSEMENT ! SPECAAI. PRUVISIDNB Electrical Supplies & Contracting - 10 days cancellation notice applicable to nonpayment. All terms, conditions, limitations & exclusions of the policy & the insured's warranties apply. CERTIFICATE HOLDER Miami Shores Village Building Dept. 10050 N.E. 2nd Ave Miami Shores, Fl 33138 CANCELLATION MOULD ANY OP THE ABOVE DESCRIBED POLICIES BE CANCELLED WORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURES WILL ENDEAVOR TO MM. Q_ DAYS NIRrrTEN NOTICE TO THE CEJtnFICATE HOLDER NAMED TO THE LEFT,, OUT FAIWRE TO Pa SO SHALL IMPOSE NO DBUOATIDN OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AL/MOWED REPRESENTATIVE & Co. ACDRD 25 (2001108) -rnrnt YUI i.UIU 1110 UI.UU AM IUUN Ilk INhIiLLAU INS. FAX No. 'U52216261 P. UU2/UU' AOORD,M CERTIFICATE OF LIAI3ILI TY INSURANCE DATE (MMflRlYY) 10/21/2010 3oUC R 305 - 221.0082 FONTAINEBLEAU INSURANCE CONSULTANTS 8250 W FLAGLER ST #118 MIAMI, FL 33144 LIRE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR AI,TER]'NE tQVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE RAY'S ELECTRICAL SUPPLIES, INC 2023 OPA LOCKA BLVD MIAMI, FL 33054 INSURER A: NATIONAL GROUP INSURANCE COMPANY INSURER 9; INSURER CI INSURER 0: INSURER E: >YERAGES 'HE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING kNY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR ,SAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH )OLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED EY PAID CLAIMS, I TYPE OF INSURANCE 1 POLICY NUMBER p E 'di IS i p` ��p • pa • MM ► LIMITS GENERAL X LIAIIILITY COMMERCIALGONERAL LIABILITY GMG - 00001 37 10/20/2010 10/20 /2011 EACH OCCURRENCE $ 1,000,000 FIRE DAMAGE (Any One Ore) $ 100,000 CLAIMS MADE l X 1 OCCUR MED PAP (Any ono potion) $ 5,000 _._ PERSONAL & ADV INJURY $ 1 ,000,000 GENERAL AOORGGATE $ 21000,000 _�GEN 'LAGORRGATG LIMIT APPLLIIESPER: I POLICY Tin I ( I um PRODUCTS -. COMP/OP AGG $ 1,000,000 AUTOMOBILE — ,..-_ LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON�IWNEOAUTOS COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (per person) yODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY d ANY AUTO AUTO ONLY.: EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY OCCUR l ! CLAIMS MAQE 1 DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY 1 _ TO RY LIAIAIUTS I Ludt E.L. EACH ACCIDENT 8 E.I. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ OTHER SCRIPTION OF OPEN,ATIONSWLOCATIONSNEHICLEB /EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS ERTIFICATE HOLDER X ADDITIONAL INSURED* INSURER L$TTERT Miami Shores Village Building Dept. 10050 N.E. 2nd Ave Miami Shores, Fl 33138 CANCELLATION SHOULA ANY OF THEAPOVIE rit$OmI3En POLICIES Bt; CANCELLED gkIOru THE EXFIRAIION DATE THEREOF, THE laIHANO INSURER WILL ENDEAVOR TO MAIL. 30 DAYS WRITTEN NDTICB TO THE CURTIFICATH HOLDER NAMED TO THP LAM', OUT FAILURA TO PO 80 WALL IMPOSE NO OBLIGATION OR UABILITY OF ANY KIND UPON T URER, ITS A0ENT8 DR R$FRESUNTATIvcE. AUTHORIZED REPRESENTATIVE CORD 26.5 (7/97) CI CORPORATION 1986 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 RENZI, EDWARD JR RAY'.S ELECTRICAL SUPPLIES INC 2015 OPA -LOCKA BLS MIAMI FL 33054 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. 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 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. Thank you for doing business in Florida, and congratulations on your new license! (850) 487 -1395 DETACH HERE 9:402 RA_ CTQR rQ::ia ozzB Q Ii 489 x }Q0.3`Qll¢9; SEE OTHER SIDE DO NOT FORWARD RAYS ELECTRICAL SUPPLIES INC 2015 OPA LOCKA BLVD OPA LOCKA FL 33054 hdhuNdbmIduhddlihdd.hllmludlihhOLS • 1 ' FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Waechter Residence Builder Name: Street: 1043 NE 98 th Permit Office: Dade i City, State, Zip: Miami Shores , FL , 33138- Permit Number. Owner: Mr Waechter Jurisdiction: 231000 Design Location: FL, Miami ISIVEqg ED ' SEP 0 8 2011 gy \J l U4 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2641 7. Windows(395.1 sqft.) Description Area a. U- Factor. Dbl, U =1.08 395.14 ft2 SHGC: SHGC =0.52 b. U- Factor: N/A ft2 SHGC: c. U- Factor. N/A ft2 SHGC: d. U- Factor: N/A ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types (2641.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 2641.00 ft2 b. WA R= ft2 c. N/A R= ft2 9. Wall Types (2024.4 sqft.) nsalafletr a. Concrete Block - Int Insul, Exterior R=4.1 1841.00 ft2 b. Concrete Block - Int Insul, Adjacent R=4.1 183.46 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types (2641.0 sqft.) Insulation Area a. Under Attic (Vented) R =30.0 2641.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts (combined) a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 220 ft2 12. Cooling systems (combined) a. Central Unit Cap: 69.0 kBtu/hr SEER: 13.16 13. Heating systems (combined) a. Electric Strip Heat Cap: 51.2 kBtu /hr COP: 1 14. Hot water systems a. Electric Cap: 50 gallons EF: 0.92 b. Conservation features None • 15. Credits Pstat Glass /Floor Area: 0.150 Total As -Built Modified Loads: 62.03 PASS Total Baseline Loads: 72.86 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. '.q j PREPARED BY' ) d119 t2f Ac(I (flLZ1Z'r Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908'` Florida Statutes. BUILDING OFFICIAL' j9' 11E St " 'a� ,r U DATE' 0lid - /if � I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWN ER/A E,NT: v ., -r_ '� . +Cyy ►_ DATE 07! e 4 t 1 DATE 9/7/2011 9:36 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 lipEOWW3h AUG ';0 0011 -3cr 00 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET in accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contrast must be attached) PROPERTY OWNER: 0/ i Dsd. bie# , PERMIT # "°° 4/6 ADDRESS: f2 g& 9,5274; 9i. ode ! 55754) FOLIO NUMBER: 11-3,1,04‹: o3 ° FLOOD ZONE: 2 BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: a COST OF PAST IMPROVEMENTS (12 MONTHS): ,eQ® `f j 7 s opt ) r CC, a COST 01? PROPOSED IMPROVEMENTS: 9471 gait, .1# (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and propos : 9 VALUE OF PRINCIPAL STR , ." (attach appraisal): OWNERS SIGNA P ' Dg_itoo°: DATE: PLAN REVIEWER SIGNATURE: DATE: ,://ell daisies ittilleSOIAFfetWAECHTER Licensed Meths Eaaggese Space plawaftg CHECKEOFet tow iThane(305)865-771.5 1 OM) 1 fincetOSMS1-7210 1 eMarkneltiandbileyalmacom Floddaticesetto.01MENS9 1 SPOc I/ x33140 Parcel Owner Report Parcel Number: 1132050320050 1043 NE 98 Street Miami Shores FL 33138- Tax ID: 1132050320050 Owner Information WILLIAM AND RUTH WEACHTER Current Owner: Yes Phone: (305)865 -7715 Related Permits o , Permit Number "-% Electrical - Residential 7S200 EL -2 -11 -301 Electrical - Residential (,-GO EL -5- 11-812 . _Mech - MC-544.1144 Mechanical - Residential r `/Q? JflC -5- 11-872 '`Plumbing - Residential 57CO - I5L -5- 11-811 - Re-Qssupancy *- tEOC 1 11.235 "'"•• Residential Construct LA J RC -3-11 -546 idential Contra �c) RC- 4- 11-616 4�) 2,, RF -3- 11-410 Wndows/Shutters--.. �',.' �CSC) WS-8-11 -1415 Application Date 02/23/2011 05/06/2011 fl1 05/20/2011 05/06/2011 02/11/2011 03/29/2011 04/07/2011 03/07/2011 08/05/2011 Expiration Date 09/17/2011 01/28/2012 Ot/01/2999 11/13/2011 01/16/2012 q,1/0112000 10/22/2011 01/21/2012 01/01/2999 01/01/2999 Status APPROVED APPROVED �AlleEItED' APPROVED APPROVED £teSEB' APPROVED APPROVED CLOSED APPLIED Friday, August 5, 2011 Page 1 of 1 Parcel Owner Report Parcel Number: 1132050320050 1043 NE 98 Street Miami Shores FL 33138- Tax ID: 1132050320050 L Owner Information WILLIAM AND RUTH WEACHTER Phone: (305)865 -7715 Current Owner: Yes Related Permits Electrical - Residential Electrical - Residential Mechanical - Residential Plumbing - Residential .R&Occupaacy Residential Construction Residential Construction Roof Windows /Shutters Permit Number EL -2 -11 -301 a000 EL -5 -11 -812 1 100 MC -5 -11 -872 agao PL -5 -11 -811 gt,00 RE-8G-2-1-1-245 Application Date Expiration Date Status 02/23/2011 09/17/2011 APPROVED 08/16/2011 02/14/2012 APPROVED D RC -3 -11 -546 45'00 RC- 4- 11-616 (40 c D RF- 3- 11-410 g s''exD WS -8 -11 -1415 I coo 08/16/2011 02/14/2012 APPROVED 08/16/2011 02/20/2012 APPROVED 02/11/2011 nvn1»aaA G SEC 03/29/2011 10/22/2011 APPROVED 04/07/2011 01/21/2012 APPROVED 03/07/2011 01/01/2999 CLOSED 08/05/2011 02/19/2012 APPROVED ""5, e6es 0 Tuesday, August 23, 2011 Page 1 of 1 Miami -Dade My Home My Home mianii ddc. ov Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summa nr Details: Folio No.: 11-3205-032-0050 Property: 1043 NE 98 ST Mailing WILLIAM WAECHTER Address: RUTH S WAECHTER LNing Units: 1043 NE 98 STREET MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138- Property Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE 1;LUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/3 Floors: 1 LNing Units: 1 Adj Sq Footage: 2,688 Lot Size: 8,320 SQ FT Year Built: 1960 $0/$372,977 5 53 42 KINNEY PARK Legal PB 67-78 LOT E LOT Description: SIZE 80.000 X 104 OR 20118 -0286 12 2001 1 OR 27617 -4158 0211 12 Assessment Information: Year: 2011 2010 Land Value: $120,848 $100,306 Building Value: $252,329 $253,852 Market Value: $372,977 $354,158 Assessed Value: $372,977 $354,158 Exemption Information: Year 2011 2010 Homestead: $0 $25,000 nd Homestead: NO YES Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: ETaxab en/ ETaxabl n/ Value: Value: Regional: $0/$372,977 $50000/ $304,158 County: $0/$372,977 $500001 $304,158 City: $0/$372,977 $50000/ $304,158 School Board: $0/$372,977 $25,0001 $329,158 Sale nformation: Sale Date: 2/2011 ale Amount: $350,333 Sale O/R: 27617 -4158 Sales Deeds to or from financial Page 1 of 2 ACTIVE TLILILSEI.EC:T tciga Aerial Photography - 2009 0 111 ft My Home 1 Property Information 1 Property Taxes 1 My Neighborhood I Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property. Atmf Boundary Selected Property Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 8/23/2011 U.S. DEPARTMENT OF HOMELAND SECUR Federal Emergency Management Agency National Flood Insurance Program rr ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name WILLIAM AND RUTH WAECH A2. Building Street Address including Apt., 1043gN.E. 98 STREET TER For Insurance Company Use: Policy Number Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number CMIAMI SHOli ZIP Code FLORIDA 33138 A3. Property Description (Lot and Block Nu Folio #: N/A bers, Tax Parcel Number, Legal Description, etc.) A4. Building Use (e.g., Residential, Non -Re A5. Latitude/Longitude: Lat. n25 °51'57" A6. Attach at least 2 photographs of the buil Al. Building Diagram Number A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawispace or enilosure(s) 2688 sq It b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 166 c) Total net area of flood openings in A8.b 15 sq in d) Engineered flood openings? ❑ Yes No dential, Addition, Accessory, etc.) Residential Long. w80 °1Q'36" Horizontal Datum: ❑ NAD 1927 ling if the Certificate is being used to obtain flood insurance. * :1 ❑ NAD 19 466,? p40 2 ©11 dl, A9. For a building with an attached gar5ge6.. a) Square footage of attached garage sq ft b) No. of permanent flood openings in the attactietfrage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes OE No SECT ON B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name 8. Community Nrjmber 120652 182. County Name MIAMI -DADE COUNTY B3. State FLORIDA 84. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood 89. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 0306 L 9/11/2009 9/11/2009 AE 8.0 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM 0 Community Determined ❑ Other (Describe) BI1. Indicate elevation datum used for BFE i Item B9: ❑ NGVD 1929 ❑ NAVD 1988 5 j Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ►'4 No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Ills Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A( th BFE), VE, V1 -V30. V (with BFE), AR, AR /A, AR /AE, AR /A1 -A30, AR /AH, AR /AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized Vertical Daturni Conversion /Comments Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 8.23 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor nisi ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) NIA feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 8.10 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or eq ipment servicing the building nia 0 feet ❑ meters (Puerto Rico only) (Describe type of equipment and loc lion in Comments) f) Lowest adjacent (finished) grade veto building (LAG) 8.01 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade ne to building (HAG) 8.23 feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including n/a feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed t y a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on is Certificate represents my best efforts to interpret the data available) understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No eff Certifier's Name MIGUEL ESPINOSA Title Company Name PROFFSSIONAL SURVEYORS MAPPER M1GIIFI Address City 10665 S W 1 • s TH S ' E �! ).Suite 3110 MIAMI Signature / / Date 19/1/901n License Number 5101 FSPINOSA I grin St1RVFYIN(k INC State ZIP Code FLORIDA 33157 Telephone (,405) 740-331a FEMA For -31, Mar 109 See reverse side for continuation. Replaces all previous editions Signature Date SECTION E - BUILDING ELEVATIO ® Check here if attachments INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete tems E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if vailable. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the foil ng and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent gr (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ® feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basem t, crawlspace, or enclosure) is ® a feet ❑ meters ❑ above ❑ below the LAG. E2. For Building Diagrams 6-9 with permaneehit flood openings provided in Section A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the budding is ® feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is { ® feet ❑ meters 0 above or ❑ below the HAG. E4. Top of platform of machinery and/or equ pment servicing the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ® Unknirwn. The local official must certify this information in Section G. SECTION F - PR,OPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION owner's authorized re pr ntative wh The property owner or own p o completes Sections A. R. and E for Zone A (without a FEMA issued or community - issued BFE) or Zone AO must sign here. The statements Its Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Repr�,sentative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments ECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the community's floodpiain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items 08 and G9. 01. ❑ The information in Section C was tak n from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevatiop information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community - issued BFE) or Zone AO. G3. ❑ The following information (Items G4-09) is provided for communly floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been Issued for. ❑ New Construction ❑ Substantial Improvement 08. Elevation of as-built lowest floor (including basement) of the buildng: ® feet ❑ meters (PR) Datum 09. BFE or (in Zone AO) depth of flooding at the building site: _i feet ❑ meters (PR) Datum G10. Community's design flood elevation ® feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Burling Street Address (including Apt., Unit, Suite, 1043 N.E. 98 STREET and/or Bldg. No.) or P.O. Route and Box No. Policy Number City State ZIP Code MIAMI SHORES, FL 33138 Company NAIC Number SECTION D - StLRVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate foil (1) community official, (2) insurance agent/company, and (3) building owner. Comments Signature Date SECTION E - BUILDING ELEVATIO ® Check here if attachments INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete tems E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if vailable. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the foil ng and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent gr (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ® feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basem t, crawlspace, or enclosure) is ® a feet ❑ meters ❑ above ❑ below the LAG. E2. For Building Diagrams 6-9 with permaneehit flood openings provided in Section A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the budding is ® feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is { ® feet ❑ meters 0 above or ❑ below the HAG. E4. Top of platform of machinery and/or equ pment servicing the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ® Unknirwn. The local official must certify this information in Section G. SECTION F - PR,OPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION owner's authorized re pr ntative wh The property owner or own p o completes Sections A. R. and E for Zone A (without a FEMA issued or community - issued BFE) or Zone AO must sign here. The statements Its Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Repr�,sentative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments ECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the community's floodpiain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items 08 and G9. 01. ❑ The information in Section C was tak n from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevatiop information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community - issued BFE) or Zone AO. G3. ❑ The following information (Items G4-09) is provided for communly floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been Issued for. ❑ New Construction ❑ Substantial Improvement 08. Elevation of as-built lowest floor (including basement) of the buildng: ® feet ❑ meters (PR) Datum 09. BFE or (in Zone AO) depth of flooding at the building site: _i feet ❑ meters (PR) Datum G10. Community's design flood elevation ® feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions FORM 1100A -08 FLORIDA ENERG CIENCY CODE FOR BUILDING CONSTRUCTION Florida Deliartirient of Community Affairs Residential Performance Method A SEP. 0 3 211 Project Name: Waechter Residence Builder Name: Street: 1043 NE 98 th Permit Office: Dade City, State, Zip: Miami Shores , FL , 33138- Permit Number. Owner. Mr Waechter Jurisdiction: 231000 Design Location: FL, Miami 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2641 7. Windows(395.1 sqft.) Description Area a. U- Factor: Dbl, U =1.08 395.14 ft2 SHGC: SHGC =0.52 b. U- Factor N/A ft2 SHGC: c. U- Factor. N/A ft2 SHGC: d. U- Factor: N/A ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types (2641.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 2641.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (2024.4 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R =4.1 1841.00 ft2 b. Concrete Block - Int Insul, Adjacent R=4.1 183.46 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types (2641.0 sqft.) Insulation Area a. Under Attic (Vented) R =30.0 2641.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts (combined) a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 220 ft2 12. Cooling systems (combined) a. Central Unit Cap: 69.0 kBtu /hr SEER: 13.16 13. Heating systems (combined) a. Electric Strip Heat Cap: 51.2 kBtu /hr COP: 1 14. Hot water systems a. Electric Cap: 50 gallons EF: 0.92 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.150 Total As -Built Modified Loads: 62.03 PASS Total Baseline Loads: 72.86 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. pp �� // PREPARED BY: a /IP �(� ![ea d�,c Get ' Review of the plans and Oil STA specifications covered by this 2 O calculation indicates compliance ,, / (' ; 2.,s. with the Florida Energy Code. ++,r, 44 r` •� �,� 0 Before construction is completed '"' -- DATE' p 1 10-41L1 this building will be inspected for, ', d 2. y' compliance with Section 553.908 Florida Statutes. WE'os��.k4 tom.... , BUILDING OFFICIAL' I hereby certify that this building, as designed, is in compliance Y fY 9 9 P with the Florida Energy Cod ' 16 i-a- .1 DATE DAT C9� ©�I N 1 DATE' 9/7/2011 9:36 AM L EnergyGauge® USA - FlaRes2008 Page 1 of 5 , PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: 1 New/Existing: Comment: Waechter Residence Bedrooms: 3 FLAsBuilt Conditioned Area: 2641 Mr Waechter Total Stories: 1 1 Worst Case: No Rotate Angle: 0 Dade Cross Ventilation: No 231000 Whole House Fan: No Single - family Existing (Projected) Adress Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 1043 NE 98 th Dade Miami Shores , FL , 33138- CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS V# Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge lnsulatio 263 ft 0 2641 ft2 0.2 0 0.8 ROOF V # Roof Gable Type Materials Area Area Roof Solar Deck Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 2783 ft2 0 ft2 Medium 0.96 No 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2641 ft2 N Y CEILING V# Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 2641 ft2 0.11 Wood WALLS V # Omt Adjacent To Wall Type he Cavity S R -Value athing R -Value Area Framing Solar Fraction Absor. 1 N Exterior Concrete Block - Int Insul S Exterior Concrete Block - Int Insul E Exterior Concrete Block - Int Insul W Exterior Concrete Block - Int Insul S Garage Concrete Block - Int Insul 4.099999 522.0416 4.1 4.099999 338.5833 4.1 4.099999 596.4166 4.1 4.099999 383.9166 4.1 4.099999 183.4583 4.1 0 0.65 0 0.65 0 0.65 0 0.65 0 0.01 2 3 4 5 9/7/2011 9:36 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 9/7/2011 9:36 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS V# Omt Door Type Storms U -Value Area 1 2 3 S W S Insulated None 0.460000 18.88888 Insulated None 0.460000 16.66666 Insulated None 0.460000 18.88888 WINDOWS Orientation shown is the entered, asBuilt orientation. / V # Omt Frame Overhang Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 7 8 9 10 N TIM N TIM N TIM E TIM N TIM S TIM S TIM E TIM W TIM W TIM Low -E Double Yes 1.08 0.52 Y 35.55555 2 ft 0 in 1 ft 0 in HERS 2006 Low -E Double Yes 1.08 0.52 Y 115.5 ft2 2 ft 0 in 1 ft 0 in HERS 2006 Low -E Double Yes 1.08 0.52 Y 16 ft2 2 ft 0 in 1 ft 0 in HERS 2006 Low -E Double Yes 1.08 0.52 Y 74 ft2 2 ft 0 in 1 ft 0 in HERS 2006 Low -E Double Yes 1.08 0.52 Y 18.5 ft2 2 ft 0 in 1 ft 0 in HERS 2006 Low -E Double Yes 1.08 0.52 Y 77.08333 2 ft 0 in 1 ft 0 in HERS 2006 Low -E Double Yes 1.08 0.52 Y 24 ft2 2 ft 0 in 1 ft 0 in HERS 2006 Low -E Double Yes 1.08 0.52 Y 10 ft2 2 ft 0 in 1 ft 0 in HERS 2006 Low -E Double Yes 1.08 0.52 Y 11 ft2 2 ft 0 in 1 ft 0 in HERS 2006 Low -E Double Yes 1.08 0.52 Y 13.5 ft2 2 ft 0 in 1 ft 0 in HERS 2006 None None None None None None None None None None INFILTRATION & VENTING / V Method - Forced Ventilation - Run Time SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 2494 6.67 136.9 257.5 0 cfm 0 cfm 0 0 GARAGE V# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 584.3864 ft2 584.3864 ft2 61.5 ft 8.5 ft 4.1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 2 Central Unit Central Unit Split SEER: 13 24 kBtu/hr 720 cfm 0.7 Split SEER: 13.25 45 kBtu /hr 1350 cfm 0.7 sys#1 sys#2 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 2 Electric Strip Heat Electric Strip Heat None COP: 1 17.04 kBtu/hr sys#1 None COP: 1 34.12 kBtu /hr sys#2 9/7/2011 9:36 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 HOT WATER SYSTEM V# System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / — Supply — — Retum — Air Percent V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 45 ft2 Attic 5 ft2 Default Leakage Interior (Default) (Default) % 2 Attic 6 175 ft2 Attic 45 ft2 Default Leakage Interior (Default) (Default) % TEMPERATURES Programable Thermostat: Y Jan iiii Feb Cooling Venting X] Jan Feb X Mar Ceiling X ' Apr Fans: X May (X Jun X Jul X Aug [X Sep X Oct XX Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/7/2011 9:36 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1043 NE 98 th Miami Shores, FL, 33138- PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI 106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors NI106.AB.1.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings NI 106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses NI 106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts NI 106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters NI 112.AB.3 Comply with efficiency requirements in Table NI 112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas NI 112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads NI 112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems NI 110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI 110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls NI 107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 9/7/2011 9:36 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** a. U- Factor: SHGC: b. U- Factor: SHGC: c. U- Factor: WA SHGC: d. U- Factor. N/A SHGC: e. U- Factor: N/A SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A Description Dbl, U =1.08 SHGC =0.52 N/A 1043 NE 98 th, Miami Shores, FL, 33138- Existing (Projecte Single- family 1 3 No 2641 Area 395.14 ft2 Insulation Area R =0.0 R= R= ft2 ft2 ft2 ft2 2641.00 ft2 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Adjacent c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A Insulation Area R =4.1 1841.00 ft2 R =4.1 183.46 ft2 R= ft2 R= ft2 Insulation Area R =30.0 2641.00 ft2 R= ft2 R= ft2 11. Ducts (combined) a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 220 ft2 12. Cooling systems (combined) a. Central Unit 13. Heating systems (combined) a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City /FL Zip: Cap: 69.0 kBtu/hr SEER: 13.16 Cap: 51.2 kBtu/hr COP: 1 Cap: 50 gallons EF: 0.92 Pstat *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Residential System Sizing Calculation Summary Project Title: Waechter Residence Mr Waechter 1043 NE 98 th Miami Shores, FL 33138- 9/7/2011 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (78F) Humidity difference(58gr.) Winter design temperature(MJ8 99 Winter setpoint Winter temperature difference %) 50 F 70 F 20 F Summer design temperature(MJ8 99 %) 95 Summer setpoint 75 Summer temperature difference 20 F F F Total heating load calculation 23956 Btuh Total cooling load calculation 60892 Btuh Submitted heating capacity Total (Electric Strip Heat) % of calc Btuh 213.6 51160 Submitted cooling capacity % of calc Sensible (SHR = 0.70) 115.9 Latent 107.8 Total 113.3 Btuh 48300 20700 69000 WINTER CALCULATIONS Winter Heating Load (for Load component Load Load Window total 395 Window total 395 sqft 8535 Btuh Wall total 1575 sqft 2916 Btuh Door total 54 sqft 501 Btuh Ceiling total 2641 sqft 1682 Btuh Floor total 2641 sqft 6207 Btuh Infiltration 187 cfm 4115 Btuh Duct loss Sens. Ventilation 0 cfm 0 Btuh Subtotal 0 23956 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh Latent gain(infiltration) 23956 Btuh Summer Coolin SUMMER CALCULATIONS Load component Load Window total 395 sqft 16327 Btuh Wall total 1575 sqft 2916 Btuh Door total 54 sqft 877 Btuh Ceiling total 2641 sqft 2860 Btuh Floor total 0 Btuh Infiltration 150 cfm 3292 Btuh Internal gain 15420 Btuh Duct gain 0 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 41691 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 5901 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemaVoccupants /other) 13300 Btuh Total latent gain 19201 Btuh TOTAL HEAT GAIN 60892 Btuh 8th Edition Wells(12%) EnergyGauge® System PREPARED BY: DATE: • h " D'' t EnergyGauge® / USRFZB v2.8 Certificate of Product Ratings AHRI Certified Reference Number: 3130136 Date: 9/2/2011 Product: Single- Package Air - Conditioner, Air-Cooled Model Number: GP5RD -024K Manufacturer NUTONE TradeBrand name: NUTONE CHOICE GPSRD SERIES Manufacturer responsible for the rating of this system combination is NUTONE Rated as follows in accordance with AHRi Standard 210/240 -2008 for Unitary Air- Conditioning and Air- Source Heat Pump Equipment and subject to veriticution of rating accuracy by AHRI -sponsored, independent, third party testing: Cooling Capacity (Btuh): 24000 EER Rating (Cooling): 12.40 SEER Rating (Cooling): 13.00 ' Rathgs followed by an asterisk (•) Indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate. DISCLAIMER ARM does not endorse the product(s) listed on this Certificate and makes no ma product(*) limed en this ae cam. Atittl d an liability fordamag� representations, out oft guarantees asor and assumes ?t responsibility rt unauthorized alteration of data lamed on this Certificate. Certified ratings are valid out of the see hi i�rrecto a of the product(s), or .or TERMS AND CONDITIONS for models and corrfigunattorns listed M the directory at www.aheidirectory.org. This Certificate and its contents are proprietary Products of AHR,. This Certificate shed! only The contents of this Certificate may not, hi whole or In part, be reproduced; copied; d � entered into individual, minter and database; o otherwise reference Purp� form or manner or by any means, except for the user's individual, personal and confidential n ferenbe. °0nn datab�e; or at#mryr , in any CERTIFICATE VERIFICATION The information fertile nmdel cod on this certificate can be verMed at www.ahridirecto o t click on "Verify Certificate link and enter treAMR! Certified Reference Number and the `, , Air- Conditioning, Heating, which the certificate was Issued. which Is firmed above, and the IN `N and Refrigeration Institute ©2011 Air - Conditioning, Heating, and Refrigeration Institute �which is CERTIFICATE NO.: 129694509236229715 TECHNICAL SPECIFICATIONS Nutone® Choice GP5RD Series Single Packaged Air Conditioner, Single Phase NuTone ® GP5RD -13 SEER, R-410A 2 thru 5 Ton Units Cooling: 24,000 to 60,000 Btuh The GP5 Series single packaged air conditioners are high efficiency self contained cooling and heating units that can be installed on a slab. Units are ETL and ETLc listed. FEATURES and BENEFITS • Warranty — This product offers a 10 -year all -parts warranty. — This product offers a 1 Year Quality Pledge to replace the unit if the compressor fails in the first year of operation, to the original owner. — Consumer product registration required for 10 year All Parts Warranty and Quality Pledge within a limited period of time after the installation. See cur- rent warranty document or visit our consumer web site listed on the back of this document for warranty details. • R-410A Refrigerant environmen- tally friendly • State -of- the - artscroll compres- sor is standard equipment. • Designed using galvanized steel with a polyester urethane coat fin- ish. The 950 hour salt spray finish resists corrosion 50% better than comparable units. • Both the evaporator and the condenser coils are designed to optimize heat transfer, mini- mize size and cost, and increase durability and reliability. • The service valves are easily accessible and simplify servicing of the refrigeration system. • A mesh hail guard thatwill never rust protects the coil from being damaged by balls, lawnmowers, hail, etc. • Designed to make servicing easier for the contractor, access panels are provided to all major components. • 0" clearance to combustibles on duct side of the unit allows for installations in tight areas. • Easy access to evaporator for cleaning and general mainten- ance. • Drain trap design optimizes drainage capabilities. • Easy to install electric heat strip provides up to 20 kw of heat output. • Compact footprint and profile make for easy installation and transport. • High Pressure Switch added compressor protection. MODEL IDENTIFICATION CODE GP 5 Application P = Air Conditioning Packaged Unit Generation 1, 3, 5, Etc. Round Duct R D - 024 K T L D 13 SEER Electrical Code K = 208/230 -60 -1 Nominal Capacity (000) Btu DIMENSIONS W 0 0 0 0 0 L Top View Model No. GP5RD- (L) Length (W) Width (H) Height A B 024K 49 35 30.2 35.02 2.48 030K 49 35 30.2 35.02 2.48 036K 49 35 30.2 35.02 2.48 042K 49 35 30.2 35.02 2.48 048K 49 35 30.2 35.02 2.48 060K 49 35 34.2 35.02 2.48 Model Number GP5RD- Return Diameter (in) Supply Diameter (in) 024K 14 12 030K 14 12 036K 14 12 042K 14 12 048K 14 12 060K 14 12 3 DIMENSIONS Continued 4 H 1 17.86 15.36 10.10 Electric Heater Power Supply Power Supply Low Voltage Supply e e Control Access Panel 1.38 —Y 3.2 H Blower Access Panel 3/4" NPT Drain Connection 18.01 12.13 Side View 3.0 5.5 A 3.2 5.29 t 9.15 3.15 1 "1 e e ( 0 0 6 6 t 9.04 17.50 12" diameter 14" diameter Supply Duct — Return Duct _Opening Opening Back (Duct) View PHYSICAL SPECIFICATIONS GP5RD Models Model No. GP5RD 024K 030K 036K 042K 048K 060K Electric Rating - 60Hz (a) Operating Voltage Range Min. Circuit Ampacity (a) 187 - 253 18.5 187 - 253 22.1 187 - 253 25.8 187 - 253 32.9 187 - 253 37.6 187 - 253 44.0 Field Wire Size - AWG (a) 12 10 10 8 8 6 Delay Fuse - Max. (b) 30 35 40 50 60 70 Total Unit - Amps FLA 15.3 18.2 21.1 27.4 31.5 36.6 Compressor Data Volts 208 - 230 208 - 230 208 - 230 208 - 230 208 - 230 208 - 230 Rated Load Amps 12.8 15.7 18.6 22.1 24.3 29.4 Lock Rotor Amps 58.3 73.0 79.0 109.0 117.0 134.0 Fan Motor and Condenser Fan Motor - HP - RPM 1/8 -1100 1/8 -1100 1/8 -1100 1/8 -1100 1/4 -1100 1/4 -1100 Fan Motor - Amps 1.1 1.1 1.1 1.2 1.2 1.2 Fan Diameter / CFM 20" - 2800 20" - 2800 20" - 2800 20" - 3000 20" - 3000 20" - 3000 Motor and Evaporator Blower Motor - HP - RPM 1/4 - 980 1/4 - 980 1/4 - 980 1/2 - 1000 3/4 -1060 3/4 -1060 Blower Motor - Amps 1.4 1.4 1.4 4.1 6 6 CFM @ E.S.P. - in. W.C. 770 @ .30 1064 @ .30 1064 @ .30 1300 @ .30 1500 @ .30 1650 @ .30 Refrigerant Charge - Oz. 125 128 147.2 126.4 155.2 148.8 Shipping weight - lbs. 290 295 295 312 318 348 (a) Amperage and wire size based on refrigeration system only. See Electrical Data tables for supplemental electric heaters. Refer to National Electric Code for additional derating factors for field installed conductors. (b) Use time delay fuse or "HACR" type circuit breaker. ELECTRICAL DATA Model Number Heater Installed Nom. KW Single Supply Circuit Option Multiple Supply Circuit Option Circuit A Circuit B Minimum Circuit Amp. Rec Wire Gauge (60 °C Cu) Rec Wire Gauge (75°C Cu) Rec Wire Gauge (90 °C Cu) Maximum Over- current Rating* Minimum Circuit Amp. Rec Wire Gauge (60 °C Cu) Rec Wire Gauge (75°C Cu) Rec Wire Gauge (90 °C Cu) Maximum Over-current Rating Minimum Circuit Amp. Rec Wire Gauge (60 °C Cu) Rec Wire Gauge (75 °C Cu) Rec Wire Gauge (90 °C Cu) Maximum Over- current Rating GP5RD -024K 0 18.5 12 12 12 30 - - - - - - - - - - 5 26.8 10 10 10 30 - - - - - - - - - - 8 41.3 6 8 8 45 - - - - - - - - - - 10 51.8 6 6 8 60 - - _ - GP5RD-030K 0 22.1 10 10 10 35 - - - - - - - - - - 5 26.8 10 10 10 35 - - - - - - - - - - 8 41.3 6 8 8 45 - - - - - - - - - - 10 51.8 6 6 8 60 - - - - - - - - - - 15 76.8 3 4 4 80 50 6 8 8 60 26.8 10 10 10 30 GP5RD -036K 0 25.8 10 10 10 40 - - - - - - - - - - 5 26.8 10 10 10 40 - - - - - - - - - - 8 41.3 6 8 8 45 - - - - - - - - - - 10 51.8 6 6 8 60 - - - - - _ - 15 76.8 3 4 4 80 50 6 8 8 60 26.8 10 10 10 30 GP5RD -042K 0 32.9 8 8 8 50 - - - - - - - - - - 5 32.2 8 8 8 50 - - - - 8 44.7 6 8 8 50 - - - - - - - - 10 55.1 4 6 6 60 - - - - - - - - - - 15 80.1 3 4 4 90 50 6 8 8 50 30.1 8 8 8 35 20 105.1 1 2 3 110 50 6 8 8 50 55.1 4 6 6 60 GP5RD -048K 0 37.6 8 8 8 60 - - - - - - - - - - 5 37.6 8 8 8 60 - - - - - - - - - - 8 47.1 6 8 8 60 - - - - - - - - - - 10 57.5 4 6 6 60 - - - - - - - - - _ 15 82.5 3 4 4 90 50 6 8 8 50 32.5 8 8 8 35 20 107.5 1 2 3 110 50 6 8 8 50 57.5 4 6 6 60 GP5RD -060K 0 44.0 6 8 8 70 - - - - - - - - - - 5 44.0 6 8 8 70 - - - - - - - - - - 8 47.1 6 8 8 70 - - - - - - - - - - 10 57.5 4 6 6 70 - - - - - - - - - - 15 82.5 3 4 4 90 50 6 8 8 60 32.5 8 8 8 35 20 107.5 1 2 3 110 50 6 8 8 60 57.5 4 6 6 60 NOTE: If electric heat is installed, and the overcurrent rating exceeds 60A, internal circuit breakers must be installed in addition to branch circuit protection at the distribution panel. SYSTEM COOLING CAPACITIES Model Number GP5RD- Cooling Btuh SEER EER 024K 24,000 13 12.4 030K 30,000 13 12.0 036K 35,400 13 11.4 042K 41,000 13 11.5 048K 47,500 13 11.3 060K 55,000 13 10.8 BLOWER PERFORMANCE Model Number GP5RD External Static Pressure (in. WC) 0.1 0.2 0.3 0.4 0.5 0.6 024K * ** Low 847 808 770 726 664 562 High 1104 1114 1064 1010 935 846 030K t Low 847 808 770 726 664 562 High 1104 1114 1064 1010 935 846 036K t Low 847 808 770 726 664 562 High 1104 1114 1064 1010 935 846 042K * ** Tap T1 1100 900 750 650 580 520 Tap T2 1170 1080 1000 620 900 860 Tap T3 1220 1180 1140 1100 1070 1020 Tap T4 1370 1333 1300 1260 1230 1180 Tap T5 1410 1340 1450 1320 1280 1240 ** 048K * Tap T1 1380 1360 1340 1300 1260 1240 Tap T2 1530 1480 1450 1420 1390 1350 Tap T3 1570 1540 1500 1475 1440 1405 Tap T4 1740 1700 1650 1630 1600 1560 Tap T5 2130 2080 1970 1890 1850 1800 ** 060K * Tap T1 1380 1360 1340 1300 1260 1240 Tap T2 1530 1480 1450 1420 1390 1350 Tap T3 1570 1540 1500 1475 1440 1405 Tap T4 1740 1700 1650 1630 1600 1560 Tap T5 2130 2080 1970 1890 1850 1800 NOTE: Airflow performance is with a dry coil * Denotes factory set cooling speed ** Denotes factory set electric heating speed t Factory set cooling and electric heating speed COPPER WIRE SIZE — AWG (1% Voltage Drop) Supply Wire Length -Feet Supply Circuit Ampacity 200 150 100 50 6 8 10 14 15 4 6 8 12 20 4 6 8 10 25 4 4 6 10 30 3 4 6 8 35 3 4 6 8 40 2 3 4 6 45 2 3 4 6 50 Wire Size based on N.E.C. for 60° type copper conductors. 7 ACCESSORIES Heater Application Matrix Model Number GP5RD- H3HK- 005H-01B 917166B H3HK- 008H-01B 917167B H3HK- 010H-01B 917168B H3HK- 015H-01B 917169B H3HK- 020H-01B 917170B H3HK- 015H-21B 917172B H3HK- 020H-21B 917173B 024K X X X NA NA x x X x x y NA 030K X X X X(2) NA NA 036K X X X X(2) NA NA 042K X X X X(2) X(2) X 048K X X X X(2) X(2) X 060K X X X X(2) X(2) X NA = Not Approved. () = Number of internal circuit breaker kits required. X = Branch circuit protection only. MODEL IDENTIFICATION CODE H 3 Heater �J 3 -Pkgd. Units Heater Kit HK 008 - Electric Heater KW No. of Breakers Electric Code H= 240 -1 -60 Q= 208/240 -3 -60 S= 480 -3 -60 T= 240 -3 -60 Stages Sequencer Accessories Description Part Number 4 -Pole single circuit adaptor 913350 6 -Pole single circuit adaptor 913556 Circuit Breaker Single Phase (2 -pole) 913554 Extreme High Wind Kit - Ground Mount 903694 COOLING EXPANDED RATINGS GP5RD -024K CFM E.D.B. E.W.B. T.C. S.C. K.W. T.C. S.C. K.W. T.C. S.C. K.W. T.C. S.C. K.W. 750 80 62 24.1 22.3 1.81 23.0 21.8 2.00 21.7 21.2 2.21 20.4 20.2 2.45 80 67 26.2 18.7 1.83 24.9 18.2 2.02 23.6 17.6 2.23 22.0 16.9 2.47 80 72 28.5 15.1 1.86 27.1 14.6 2.05 25.6 14.0 2.26 23.9 13.4 2.49 75 63 24.3 16.2 1.81 23.2 16.2 2.00 21.9 16.1 2.22 20.4 15.7 2.45 900 80 62 25.1 24.6 1.82 24.0 23.9 2.01 22.8 22.8 2.22 21.5 21.5 2.46 80 67 27.0 20.5 1.84 25.7 20.0 2.03 24.3 19.3 2.24 22.6 18.6 2.47 80 72 29.2 16.2 1.87 27.8 15.7 2.06 26.3 15.1 2.27 24.5 14.5 2.50 75 63 25.1 18.5 1.82 23.9 18.4 2.01 22.5 18.1 2.22 21.0 17.6 2.46 1050 80 62 26.1 25.9 1.83 25.0 24.9 2.02 23.8 23.8 2.23 22.4 22.4 2.47 80 67 27.6 22.2 1.84 26.3 21.7 2.04 24.8 21.0 2.25 23.2 20.3 2.48 80 72 29.8 17.3 1.88 28.3 16.8 2.07 26.8 16.2 2.28 25.0 15.5 2.51 75 63 25.7 20.9 1.82 24.5 20.5 2.02 23.0 20.0 2.23 21.5 19.4 2.47 GP5RD -030K CFM E.D.B. E.W.B. T.C. S.C. K.W. T.C. S.C. K.W. T.C. S.C. K.W. T.C. S.C. K.W. 900 80 62 28.9 26.4 2.25 27.5 25.9 2.48 26.0 25.4 2.73 24.4 24.2 3.03 80 67 31.3 22.0 2.28 29.8 21.4 2.50 28.1 20.7 2.75 26.3 20.0 3.04 80 72 34.2 17.6 2.30 32.5 17.0 2.53 30.7 16.3 2.77 28.5 15.6 3.06 75 63 29.1 19.4 2.26 27.7 19.5 2.49 26.2 19.3 2.74 24.4 18.9 3.03 1050 80 62 29.9 28.7 2.27 28.5 28.1 2.49 27.1 26.9 2.74 25.6 25.6 3.03 80 67 32.1 23.9 2.29 30.5 23.2 2.51 28.8 22.5 2.76 26.9 21.7 80 72 34.7 18.8 2.31 33.0 18.2 2.53 31.2 17.5 2.78 29.1 16.7 3.04 3.06 75 63 29.9 21.9 2.27 28.4 21.8 2.49 26.8 21.4 2.74 25.0 20.8 3.03 1200 80 62 30.9 30.3 2.27 29.6 29.2 2.50 28.1 28.1 2.75 26.5 26.5 3.04 80 67 32.8 25.6 2.29 31.1 25.0 2.51 29.4 24.3 2.76 27.4 23.4 3.05 80 72 35.4 19.9 2.32 33.7 19.3 2.54 31.7 18.6 2.79 29.6 17.8 3.07 75 63 30.5 24.5 2.28 29.0 24.1 2.50 27.3 23.5 2.75 25.5 22.8 3.04 GP5RD -036K 5' CFM E.D.B. E.W.B. T.C. S.C. K.W. T.C. S.C. K.W. T.C. S.C. K.W. T.C. S.C. K.W. 900 80 62 33.4 28.5 2.80 31.7 27.9 3.10 30.0 27.4 3.45 28.0 26.3 3.85 80 67 36.3 24.1 2.83 34.5 23.3 3.13 32.6 22.5 3.48 30.4 21.6 3.88 80 72 39.7 19.5 2.88 37.8 18.8 3.18 35.7 18.1 3.52 33.3 17.2 3.93 75 63 33.8 21.3 2.81 32.1 21.4 3.11 30.3 21.0 3.46 28.3 3.85 1050 80 62 34.5 31.0 2.81 32.8 30.6 3.11 31.0 29.9 3.46 29.0 28.8 3.86 80 67 37.3 25.9 2.85 35.5 25.1 3.15 33.5 24.3 3.49 31.2 23.3 3.89 80 72 40.6 20.8 2.90 38.6 20.1 3.19 36.2 19.3 3.53 33.7 18.4 3.94 75 63 34.8 23.9 2.82 33.1 23.7 3.12 31.1 23.2 3.47 29.0 22.5 3.86 1200 80 62 35.5 33.6 2.82 33.8 32.8 3.12 31.9 31.9 3.47 30.1 30.1 3.88 80 67 38.2 27.7 2.86 36.3 26.9 3.16 34.2 26.0 3.50 31.9 25.1 3.90 80 72 41.1 21.9 2.90 39.1 21.2 3.20 36.8 20.4 3.55 34.4 19.5 3.95 75 63 35.6 26.7 2.83 33.8 26.1 3.13 31.8 25.4 3.47 29.6 24.5 COOLING EXPANDED RATINGS (CONTINUED) GP5RD -042K CFM E.D.B. E.W.B. T.C. S.C. K.W. T.C. S.C. K.W. T.C. S.C. K.W. T.C. S.C. K.W. 1150 80 62 40.5 35.7 3.26 38.3 34.6 3.64 36.1 33.4 4.06 33.7 31.7 4.51 80 67 43.8 30.5 3.28 41.5 29.5 3.67 39.0 28.3 4.09 36.4 27.1 4.54 80 72 48.2 25.0 3.31 45.5 24.1 3.70 42.6 23.0 75 63 40.9 25.9 3.26 38.7 25.9 3.64 36.4 25.6 4.11 39.1 21.8 4.57 4.06 33.9 24.9 4.52 1300 80 62 41.5 37.9 3.27 39.3 36.8 3.65 37.0 35.5 4.07 34.5 34.0 4.52 80 67 44.9 32.3 3.29 42.5 31.2 3.67 39.9 30.0 4.09 37.1 28.8 4.55 80 72 48.8 26.2 3.32 45.7 25.2 3.70 42.9 24.0 4.12 39.9 22.8 4.58 75 63 41.9 28.7 3.27 39.6 28.3 3.65 37.2 27.7 4.07 34.6 26.8 4.53 1450 80 62 42.4 40.1 3.27 40.2 38.8 3.65 37.8 37.2 4.08 35.4 35.4 4.53 80 67 45.7 34.0 3.30 43.2 32.9 3.68 40.6 31.7 4.10 37.8 30.1 4.56 80 72 49.2 27.3 3.32 46.4 26.2 3.70 43.6 25.0 4.12 40.5 23.7 4.59 75 63 42.7 31.6 3.28 40.4 30.8 3.66 37.9 29.9 4.08 35.2 28.5 4.53 GP5RD -048K CFM E.D.B. E.W.B. T.C. S.C. K.W. T.C. S.C. K.W. T.C. S.C. K.W. T.C. S.C. K.W. 1350 80 62 46.0 40.8 3.76 43.7 39.8 4.18 41.1 38.8 4.67 38.4 37.0 5.22 80 67 49.6 34.1 3.79 47.0 33.0 4.22 44.2 31.7 4.70 41.1 30.3 5.25 80 72 53.2 27.8 3.82 50.3 26.6 4.25 47.4 25.4 4.74 44.0 24.1 5.30 75 63 46.2 29.9 3.76 43.8 29.9 4.19 41.2 29.4 4.67 38.3 28.6 5.22 1500 80 62 47.0 43.1 3.77 44.6 42.3 4.19 42.1 40.9 4.68 39.2 39.2 5.23 80 67 50.5 35.9 3.80 47.8 34.7 4.23 45.0 33.4 4.71 41.8 32.0 5.26 80 72 54.0 28.8 3.83 51.1 27.7 4.26 48.0 26.5 4.75 44.6 25.1 5.31 75 63 47.1 32.7 3.77 44.7 32.3 4.20 41.9 31.6 4.68 38.9 30.6 5.23 1650 80 62 48.0 45.6 3.77 45.5 44.3 4.20 42.9 42.9 4.69 40.2 40.2 5.24 80 67 51.3 37.6 3.80 48.6 36.4 4.23 45.6 35.0 4.72 42.3 33.6 5.27 80 72 54.8 29.9 3.84 51.8 28.7 4.27 48.6 27.4 4.75 45.1 26.0 5.31 75 63 47.9 35.8 3.78 45.3 34.9 4.21 42.6 33.9 4.69 39.5 32.5 5.23 GP5RD -060K CFM E.D.B. E.W.B. T.C. S.C. K.W. T.C. S.C. K.W. T.C. S.C. K.W. T.C. S.C. 1450 80 62 53.0 45.6 4.50 50.2 44.6 5.01 47.1 43.7 5.60 43.6 41.7 80 67 57.3 38.4 4.56 54.2 37.1 5.07 50.8 35.6 5.66 46.9 34.0 80 72 62.5 31.0 4.64 59.0 29.8 5.15 55.1 28.5 5.73 50.5 26.9 75 63 53.5 33.9 4.51 50.7 33.9 5.02 47.4 33.4 5.61 43.8 32.4 1600 80 62 54.1 48.2 4.51 51.2 47.4 5.02 48.1 46.1 5.61 44.5 44.2 80 67 58.4 40.2 4.58 55.2 38.9 5.08 51.6 37.4 5.67 47.6 35.7 80 72 63.2 32.3 4.65 59.5 31.0 5.16 55.5 29.6 5.74 51.2 28.0 75 63 54.5 37.1 4.52 51.5 36.6 5.03 48.2 35.8 5.62 44.5 34.5 1750 80 62 55.1 50.9 4.53 52.2 49.7 5.04 49.0 48.4 5.63 45.5 45.5 80 67 59.2 42.0 4.59 56.0 40.7 5.10 52.3 39.2 5.69 48.2 37.5 80 72 63.7 33.5 4.66 60.1 32.2 5.17 56.2 30.7 5.75 51.8 29.1 75 63 55.4 40.5 4.53 52.3 39.6 5.04 48.9 38.3 5.64 45.1 36.7 K.W. 6.28 6.34 6.40 6.29 6.29 6.35 6.42 6.30 6.32 6.36 6.43 6.31 JAVIER CANIZARES, P.E. STRUCTURAL ENGINEER 4634 SW 164th Ct MIAMI, FL 33185 PH: (305)979 -6507 SWM APR 0 7 Ya STRUCTURAL CALCULATION FOR: WAECHTER RESIDENCE INTERIOR REMODELING 1043 NE 98 St. Miami Shores, Florida PERMIT SET April 6th, 2011 2111 firi044" •./1/06/0 JA ANIZARES, P.E. LIC. No: 63883• WINDO5 v1 -13 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: J. Canizares Company Name: Description: Waechter residence User In , ut Dat PIMMELECERiall Struc Cate ' ory (1,11, 111, or 1 Ex • •sure (B, C, or D 146 Sio • e of Roof Slope of Roof heta) 1 e of Roof II C 1 3.5 16.3 Kd (Directonali Factor I. •Cfa:[7C�1�r can Roof Hei • ht Ht) Hip • 0.85 idth Perp. To Wind Dir idth Paral. To Wind Dir 9.33 14.00 12.00 63.50 61.50 ft ft ft ft ft cula'd Parameters T j.+ e of Structure 0.20 Hei•ht/Least Horizontal Dim F lexible Structure No Javier Canizares, P.E. Calculated ParaMeters Im • • dance Factor 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values 9.500 900.000 Bt= Bm = Cc = 0.105 1.000 1= Epsilon = 0.650 0.200 500.00 0.200 15.00 ft ft Lim or rigid structures Nat Fr > 1 z use 0.85 0.85 Zmin Q Cc* 33/z ^0.167 I* zm133) "Epsilon 1/ 1 +0.63* B +Ht /Lzm "0.63) "0.5 'OWL WiMakikarWHIMM t Factor Surnma Gust2 G Piu�ic l • o jc-47 r1 Gi 15.00 0.2281 ft 427.06 0.9085 0.8769 0.85 ft Fla 6-5 internal Pressure Coefficients for Buildings. Gcpi ondltlon Open Buildings Partially Enclosed Buildings Enclosed Buildin.s Enclosed Buildin Max+ 0.00 0.55 0.18 0.18 Max - 0.00 -0.55 -0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 Javier Canizares, P.E. 4/5/2011 Page No. 1 of 4 WINDO5 vl -13 Detailed Wind Load Design (Method 2) per ASCE 7-05 Figure 6 -11 - External Pressure Coeft)clents _ GCa Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.8 -_> a Hipped Roof 7 <Theta < =27 4.60 ft !Component UC.UVl! 4.•Itin vII CM u0 CI m, ,.,,V tv,,....... - .._. __ - - - -- - - -GCP ' width (ft) span (ft) Area (ft"2) Zone - Wind Press (Ib/ft"2 Max Min Max Min indows z-4 2 5 10.00 4 1.00 - 1.10 46.46 -50.40 indows z-5 2 5 10.00 5 1.00 -1.40 46.46 -62.21 Doors z-4 3 7 21.00 4 0.94 - 1.04 44.22.16 I Doors z -5 3 7 21.00 5 0.94 - 1.29 44.22 Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. Developed by Niece Enterprises, Inc. Copyright 2006 Javier Canizares, P.E. 4/5/2011 Page No. 4 of 4 JAVIER CANIZARES, P.E. Project: 1r` {.t STRUCTURAL ENGINEER Project No: By: JAVIER C. Page: Date: 4634 SW 164TH QT. MIAMI, FL. 33188, PH: 306 979 6807 e'4):1-, ° +iLd Leix-tAiC, ti a _ � C tx). hopli ice: Litt xt Title : Dsgnr. Description : Scope: Rev. 580000 U KW- 0805958 Ver5.8.0,1- oeo2003 Concrete Rectangular & Tee Beam Design (0) 1983 -2003 ENERCALC Engineering Software Description EXIST. TIE BEAM REVISION Job # Date: 9:55PM, 4 APR 11 Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Span Depth Width 15.75 ft 12.000 in 8.000 in Beam Weight Added internally fcx. Fy Concrete Wt. Seismic Zone 2,500 psi 60,000 psi 145.0 pcf 0 End Fixity Pinned-Pinned Live Load acts with Short Term Reinforcing Reber #1 #2 Load Factoring Center of Beam... Count Size 'd' from Top 2 5 10.00in 2 5 2.00 in Reber #1 #2 Left End of Beam... Count Size 'd' from Top in in Reber @ Right End of Beam... Count Size 'd' from Top #1 in #2 in Note: Load factoring supports 2003 IBC and 2003 NEPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads- to ultimate loads within this program is according to ACI 318-02 C.2 Uniform Loads #1 Summary to- Dead Load 0.500k Live Load Short Term 0.600 k k Span = 15.75ft, Width= 8.00in Depth = 12.00in Maximum Moment : Mu Allowable Moment : Mn *phi Maximum Shear : Vu Allowable Shear : Vn *phi Shear Stirrups... Stirrup Area CO Section Region Max. Spacing Max Vu 51.97 k -ft 24.86 k -ft 11.83 k 34.00 k 0.440 in2 0.000 2.625 5.000 5.000 11.826 8.869 5.250 5.000 4.435 0.000 ft Moment Exceeds Allowable at Center ! Maximum Deflection rI ,' t - 1.4884 in Max Reaction © Left Max Reaction © Right 7.875 5.000 4.329 10.500 5.000 4.329 13.125 5.000 8.764 9.42 k 9.42 k 15.750 It 5.000 in 11.720 k Bending & Shear Force Summary Bending... © Center Left End Right End Shear.. @ Left End Right End (T Mn *Phi 24.86 k -ft 0.00 k -ft 0.00 k-ft Vn *Phi 34.00 k 34.00 k Mu, Eq. C-1 51.97 k -ft 0.00 k-ft 0.00 k -ft Vu, Eq. 11.83 k 11.72 k Mu, Eq. C-2 38.98 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. 8.87 k 8.79 k Mu, Eq. C-3 16.65 k-ft 0.00 k-ft 0.00 k -ft Vu, Eq. 3.79 k 3.76 k Deflections... Upward DL +113m Wt] 0.0000 in at DL + LL + [Bm Wt] 0.0000 In at DL + LL + ST + [Bm Wt] 0.0000 in at Reactions... CA Left DL + [Bm Wt]1 4.699 k DL + LL + [Bm Wt] 9.424 k DL + LL + ST + jBm Wt] 9.424 k 0.0000 ft 0.0000 ft 0.0000 ft aC1 Right 4.699 k 9.424 k 9.424 k Downward -0.7011 in at 7.8750ft - 1.4884 in at 7.8750ft - 1.4884 in at 7.8750ft Title : Dsgnr: Description : Scope : Rev: 580S00 358, Ver 5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design cri983 -2003 ENERCALC Engineering software Description Section Ana Is EXIST. TIE BEAM REVISION Evaluate Moment Capacity... X : Neutral Axis a = beta * Xneutral Compression in Concrete Sum [Steel comp. forces] Tension in Reinforcing Find Max As for Ductile Failure... X- Balanced Xmax = Xbal * 0.75 a -max = beta * Xbai Compression in Concrete Sum [Steel Comp Forces] Total Compressive Force AS Max = Tot Force I Fy Actual Tension As Center 2.250 in 1.912 In 32.512 k 4.676 k - 37.200 k 5.918 in 4.439 in 5.031 in 64.140 k 28.319 k 92,459 k 1.541 in2 0.620 OK 61. Job # Date: 9:55PM, 4 APR 11 Page 2 ertercalc.ecatCalculattons Left End 0.000 In 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in2 0.000 OK Rlaht End 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.0000 in 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in2 0.000 OK Additional Deflection Calcs Neutral Axis (gross Icracked Elastic Modulus Fr =7.5 *fc".5 2:Cracking 2:cracking > 175: No Good! Eff. Flange Width 3.055 in 1,152.00 in4 387.35 in4 2,850.0 ksi 375.000 psi 0.000 Win 8.00 in Mcr Ms:Max DL + LL R1 = (Ms:DL +LL)/Mcr Ms:Max DL +LL +ST R2 = (Ms:DL +LL+ST)/Mcr Ms(DL +LL) l:eff.... Ms(DL +LL+ST) 6.00 k -ft 37.11 k ft 0.162 37.11 k ft 0.162 390.579 ht4 390.579 in4 ACI Factors (per ACI 318 -02, applied internally to entered loads) ACI C-1 & C-2 DL ACI C-1 & C-2 LL ACI C-1 & C-2 ST ....seismic = ST * : ACI C-2 Group Factor ACI C-3 Dead Load Factor ACI C-3 Short Term Factor 0.750 . t .4 or •r ismic 0.900 Add "I "0.9" Factor for Seismic 1.300 0.900 .i. JAVIER CANIZARES, P.E. STRUCTURAL ENGINEER 4634 SW 1 64TH 0T. MIAMI, FL 33185, PHI 305 979 6507 II r Project: ae n, Gt �' i pes ict Project No: By: JAVIER C. Page: Date: EXISTING CMU WALL ROOF NOT SHOWN FOR CLARITY 1/2'* HILTI -KWIK BOLTS ' 16' c/c 3121 EMS., STAGGERED i EXIST. CONC. TIE SEAM STL. fl^ 121x5' / V2'0 HILTI -KWIK SOLTS *16'c/c 312' EMS., STAGGERED NEW OPENING EXIST. SEAM STL. il? 20'xbie' EXISTING CMU WALL SEYOND SECTION ,4 -,4 EXISTING CMU WALL SHORING FOR EXISTING SEAM SHALL REMAIN UNTIL REINF. PLATE IS INSTALLED. REIFORCING DETAIL FOR EXIST. TIE BEAM(A� i Reinforce! Bean after. demolition 414e:rs$.x8- ? f i�s.+ad's * _ 16AY�.01..vq m FORM 1100A -08 i. o L U I 1 �ai FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Waechter Residence Builder Name: Street: 1043 NE 98 th Permit Office: Dade City, State, Zip: Miami Shores , FL , 33138- Permit Number: Owner: Mr Waechter Jurisdiction: 231000 Design Location: FL, Miami 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area (ft') 824 7. Windows(165.8 sqft.) Description Area a. U- Factor: DbI, U =1.08 165.83 ft= SHGC: SHGC =0.52 b. U- Factor: N/A ftz SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor: N/A ft' SHGC: e. U- Factor: N/A ftz SHGC: 8. Floor Types (824.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 824.00 ft=, b. N/A R= ftz c. N/A R= ft' 9. Wall Types (686.4 sqft.) a. Concrete Block - Int Insul, b. N/A c. N/A d. N/A 10. Ceiling Types (824.0 a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic Ret: Attic AH: 12. Cooling systems a. Central Unit 13. Heating syste a. Electric Stn at "` 14. Hot water syste a. Electric b. Conserve feat None 15. Credits sqft.) Insulation Area Exterior R =4.1 686.38 ft' R= ft2 R= ft2 R= ft2 Insulation Area R =30.0 824.00 ft' R= ft2 R= ft' Interior Sup. R= 6, 50 ft' Cap: 24.0 kBtulhr �� SEER: 13 Cap: 17.0 kBtuthr ? COP: 1 Cap: 40 gallons s EF: 0.92 . Pstat Glass/FloorArea: 0.201 Total As -Built Modified Loads: 23.81 PASS Total Baseline Loads: 29.32 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. BY ` (W ael Ir.., ° Review of the plans and specifications covered by calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE' this ' •,r -CREST q �S''� ter% *s 0e; ., ' 4 '. ' i,,,'' ` z i// ' - 111.1 . '4.'0' ••., '` - 3 PREPARED 4.4/ ; DATE' co - AZ r f for ° . ill a * fit. ' ~' ;C •......_..... �5 ••.. OD we- I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. J� OWNER/AGENT: et tL '2,t° d, ., � DATE • i ev li ®? - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors is not greater then 25 cfm at 25 pascals pressure difference in accordance with N1110.A.2. 5/2/2011 1:25 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 P r r 9i l 0 i3 2i FORM 1100A -08 FLORIDA ENERGY EFFICIENCY.CODE.aFOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Waechter Residence Builder Name: Street: 1043 NE 98 th Permit Office: Dade City, State, Zip: Miami Shores , FL , 33138- Permit Number: Owner: Mr Waechter Jurisdiction: 231000 Design Location: FL, Miami 1. New construction or existing Existing (Projecte 9. Wall Types (686.4 sqft.) Insulation Area 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 1 a. Concrete Block - Int Insul, Exterior R=4.1 686.38 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= fta 5. Is this a worst case? No 10. Ceiling Types (824.0 sqft.) Insulation Area 6. Conditioned floor area (ft2) 824 7. Wndows(165.8 sqft.) Description Area a. U- Factor: Dbl, U =1.08 165.83 ft2 a. Under Attic (Vented) R =30.0 824.00 ft2 b. N/A R= ft2 c. N/A R= ft2 SHGC: SHGC =0.52 11. Ducts b. U- Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 50 ft2 SHGC: 12. Cooling systems c. U- Factor. N/A ft2 a. Central Unit _:, Cap: 24.0 kBtu/hr SHGC: d. U- Factor: N/A ft2 13. Heating sy e s =' SEER: 13 SHGC: e. U- Factor: N/A ft2 a. Electric S ip Cap: 17.0 kBtu/hr COP: 1 SHGC: 8. Floor Types (824.0 sqft.) Insulation Area 14. Hot water a. Electric' s' ' Cap: 40 gallons a. Slab -On -Grade Edge Insulation R =0.0 824.00 ft2 +A : EF: 0.92 b. N/A R= ft2 c. N/A R= ft2 b. Conse None a Lo r 15. Credits Pstat Glass/Floor Area: 0.201 Total As -Built Modified Loads: 23.81 PASS Total Baseline Loads: 29.32 I hereby certify that the plans and specifications covered by Review of the plans and a . ;t 8 this calculation are in compliance with the Florida Energy specifications covered by this +v , a0 Code. calculation indicates compliance � •�' P 44 j] with the Florida Energy Code. 'r�` PREPARED BY: �L 6f) `S t Before construction is completed = € DATE eft 2-,/(( . for this building will be inspected compliance with Section 553.908 hereby certify that this building, as designed, is in compliance Florida Statutes. 1, with the Florida Energy Code.�ir► OWNER/AGENT: (.E)c t1002,1 MAK44- 1c441- BUILDING OFFICIAL DATE. 061021 tP DATE* - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to oMtdoors is not greater then 25 cfm at 25 pascals pressure difference in accordance with NI110.A.2. 5/2/2011 1:25 PM )0 EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: Waechter Residence Bedrooms: 1 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 824 Lot # Owner: Mr Waechter Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1043 NE 98 th Permit Office: Dade Cross Ventilation: No County: Dade Jurisdiction: 231000 Whole House Fan: No City, State, Zip: Miami Shores , Family Type: Single- family FL , 33138 - New /Existing: Existing (Projected) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS V# Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 145 ft 0 824 ft2 0.2 0 0.8 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 868 ft2 0 ft2 Medium 0.96 No 0 18.4 deg ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 824 ft2 N Y CEILING V# Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 824 ft2 0.11 Wood WALLS Sheathing Framing Solar Cavity S R -Value Fraction Absor. # Omt Adjacent To Wall Type R -Value Area 1 N Exterior Concrete Block - Int Insul 4.099999 367.625 ft 4.1 0 0.65 2 E Exterior Concrete Block - Int Insul 4.099999 243.6666 4.1 0 0.65 3 W Exterior Concrete Block - Int Insul 4.099999 75.08333 4.1 0 0.65 5/2/2011 1:25 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 5/2/2011 1:25 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS V# Omt Door Type Storms U -Value Area 1 W Insulated None 0.460000 16.66666 WINDOWS Orientation shown is the entered, asBuilt orientation. / V # Omt Frame Panes Overhang NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N TIM Low -E Double 2 N TIM Low -E Double 3 N TIM Low -E Double 4 E TIM Low -E Double Yes 1.08 0.52 Y 35.55555 2 ft 0 in 7 ft 8 in HERS 2006 Yes 1.08 0.52 Y 96.25 ft2 2 ft 0 in 6 ft 0 in HERS 2006 Yes 1.08 0.52 Y 12.44444 2 ft 0 in 3 ft 4 in HERS 2006 Yes 1.08 0.52 Y 21.58333 2 ft 0 in 3 ft 4 in HERS 2006 None None None None INFILTRATION & VENTING / V Method SLA — Forced Ventilation — Run Time CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 778 6.67 42.7 80.3 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Split SEER: 13 24 kBtu/hr 720 cfm 0.7 sys #1 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 17.04 kBtu/hr sys#1 HOT WATER SYSTEM V# System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / V # — Supply — Location R -Value Area — Retum — Air Percent Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 50 ft2 Attic 12 ft2 Prop. Leak Free Interior 24.72 cfm 3.43 % 0.03 0.60 5/2/2011 1:25 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 5/2/2011 1:25 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 TEMPERATURES Programable Venting Thermostat: Y X� Jan IXX� Feb 'X Mar Mar ''XX� Apr Ceiling Fans: (XX� May [XX� Jun il X� Jul C� Aug X� Sep X� Oct 'X� Nov X� Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/2/2011 1:25 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1043 NE 98 th Miami Shores, FL, 33138- PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI 106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls NI 106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures NI 106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-story Houses NI 106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts NI 106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads NI 112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 5/2/2011 1:25 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows*` a. U- Factor: SHGC: b. U- Factor: SHGC: c. U- Factor: SHGC: d. U- Factor. SHGC: e. U- Factor: SHGC: Description Dbi, U =1.08 SHGC =0.52 N/A N/A N/A N/A 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 1043 NE 98 th, Miami Shores, FL, 33138- Existing (Projecte Single- family 1 1 No 824 Area 165.83 ft2 ft2 ft2 ft2 ft2 Insulation Area R =0.0 824.00 ft2 R= ft2 R= ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 50 ft2 12. Cooling systems a. Central Unit Insulation Area R =4.1 686.38 ft2 R= R= ft2 R= ft2 Insulation Area R =30.0 824.00 ft2 R= R= ft2 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: ft2 ft2 Cap: 24.0 kBtu/hr SEER: 13 Cap: 17.0 kBtu/hr COP: 1 Cap: 40 gallons EF: 0.92 Pstat *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** a. U- Factor. SHGC: b. U- Factor. SHGC: c. U- Factor: N/A SHGC: d. U- Factor: N/A SHGC: e. U- Factor: N/A SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A Description Dbl, U =1.08 SHGC =0.52 N/A 1043 NE 98 th, Miami Shores, FL, 33138- Existing (Projecte Single - family 1 1 No 824 Area 165.83 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A Insulation Area R =4.1 686.38 ft2 R= R= ft2 R= ft2 Insulation Area R =30.0 824.00 ft2 R= R= ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 50 ft2 12. Cooling systems ft2 a. Central Unit Cap: 24.0 kBtu/hr SEER: 13 ft2 ft2 ft2 ft2 Insulation Area R =0.0 824.00 ft2 R= ft2 R= ft2 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: zl Department of Community Affairs at (850) 487 -1824. Date: tk City /FL Zip: Cap: 17.0 kBtu/hr COP: 1 Cap: 40 gallons EF: 0.92 Pstat **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Residential System Sizing Calculation Summary Project Title: Waechter Residence Mr Waechter 1043 NE 98 th Miami Shores, FL 33138- 5/2/2011 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (78F) Humidity difference(58gr.) Winter design temperature(MJ8 99 Winter setpoint Winter temperature difference %) 50 F 70 F 20 F Summer design temperature(MJ8 99 %) 95 Summer setpoint 75 Summer temperature difference 20 F F F Total heating load calculation 10205 Btuh Total cooling load calculation 22674 Btuh Submitted heating capacity Total (Electric Strip Heat) % of calc Btuh 167.0 17040 Submitted cooling capacity % of calc Sensible (SHR = 0.70) 105.9 Latent 105.7 Total 105.8 Btuh 16800 7200 24000 WINTER CALCULATIONS Winter Heating Load for 824 soft Load component Load Load Window total 166 Window total 166 sqft 3582 Btuh Wall total 504 sqft 933 Btuh Door total 17 sqft 153 Btuh Ceiling total 824 sqft 525 Btuh Floor total 824 sqft 3422 Btuh Infiltration 58 cfm 1284 Btuh Duct loss Sens. Ventilation 0 cfm 306 Btuh Subtotal 0 10205 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh Latent gain(infiltration) 10205 Btuh Summer Cooling Load for 824 soft SUMMER CALCULATIONS Load component Load Window total 166 sqft 6303 Btuh Wall total 504 sqft 933 Btuh Door total 17 sqft 268 Btuh Ceiling total 824 sqft 892 Btuh Floor total 0 Btuh Infiltration 47 cfm 1027 Btuh Internal gain 6060 Btuh Duct gain 377 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 15860 Btuh Latent gain(ducts) 73 Btuh Latent gain(infiltration) 1841 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemaloccupants /other) 4900 Btuh Total latent gain 6814 Btuh TOTAL HEAT GAIN 22674 Btuh 8th Edition EnergyGauge® Syste i ing q�/ PREPARED BY: tu ' � t- Sr l �2Y16161144“0-4- DATE: EnergyGauge® / USRFZB v2.8 MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.miamidade.aov/buildinecode 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 ORA) to be used in Miami Dade County and other areas where allowed by the v n J s ' tion (AHJ). This NOA shall not be valid after e e on e s • e below. The Miami Dade County Product Control Division (In Miami Dade County) a (in s other than Miami Dade County) reserve the right to have this product or material . fo t assurance purposes. If this product or material fails to perform in the accepted manner, tl e� the expense of such testing and the AHJ may immediately revoke, modify, or uspend e e o u b uct or material within their jurisdiction. BORA reserves the right to revoke thi ned by Miami -Dade County Product Control Division that this product or mate ' a e the • u' ments of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127-10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, 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 Missile 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. TERMI NIATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 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, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 dJ Ia ....ALA .wl. Manuel Per: As Product Control D ; 177137, lour NOA No 07 -0 .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTLN 1CATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07 /18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21 /2011. E .2 Manuel Perez, Product Control Exa NOA No 07 -0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116" LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" IAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7%16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7118" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 6.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACfTE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 5/16° OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3)16' OR 1/4" AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16° LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4° AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TA'3LES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. g. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04- 0721.01.03- 0225.05 ANSIIAF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CL ►ti[iI', Ej kON!INGl,1i1J MG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 aevsesy Dale: ReeitereP F.K. 4/15/07 C ADD F71-55330 TO NOTES 7& CHG. NOTE 8 TO CURRENT EDIT. RevudB OoW: Reriri .�. h. 70 %t7/17F. R CHP VC:F_ TOAS7M E 1300-02 I .K. 5/13ID8 A ADO AIR SPACE OR NOTE 1, TECH. REF. NOTE 7 & NOTE 8. Drag/ Sp: Mir cneciteaayraaae F.tC 228/06 J ! 323/O6 1070 TECHNOLOGY DRIVE NOKLM IS, FL34275 P.Q. 39K 1823 NOKOMIS, FL 34274 GENERAL Nti7eY ES-1 " ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Thoorti 710 NTS 1 01 11 4127-10 IC PRODUCT REVISED as cv^.i Dytnn with the Florida E1,16.of!, Code Acr.,;.teitto No 0 S. ExpirtioaDate 3Q7L 0 / Ji.. Nam(.1 ; a .. .„ , i 1/2° NOM. GLASS BITE 1/2" NOM. GLASS BITE 63,64,65 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° NOM. 5/16" LAMINATED GLASS EXTERIOR INTERIOR C> (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 7/16° LAMINATED GLASS 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS — 5/16° LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16' NOM. 13/16" LAMI IG GLASS WI 5/16" LAMI 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 3/18" OR 1/4' AIR SPACE 1/8° or 3116' ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI PRODUCT REVISED comp; jiug with the Florida Rcidiai; Code �� Acc:p.ioo No � rr� /$. 09 Expiration Date f_f! sr Rama sr F.K. t 4/15/07 c NO CHANGE THIS SHEET brio 3y. "ma; Cnenmd3. Pax F.K. l 2/28!06 J.J. j 3/23/08 I F.K. 5/13/06 A ADD AIR SPACE DIM. TO LAMI IG DETAILS Densaterc GLAZING DETAILS P.O. 39X 1529 NOKOMIS. F1.34274 Full a 11 Dorlag tat 4127 -10 / /5b ir7 Ralicrt L Gla;L F.E. PE 439712 Structural TABLE 1. XOX (114,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W1 SAME DLO ARE 1" SMALLER) WINDOW WIDTH 84" 96" . -5 A,B,G,H 1 +60.0 1 -60.0 A, B.G,H GLASS TYPE 26" WINDOW HEIGHT 36" 38 3/8" 48" +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 -60.0 +60.0 -60.0 -60.0 +60.0 +500 ..J +60.0 -60.0 +60.0 -60.0 -60.0 -60.0 -60.0 -60.0 1 +60.0 -60.0 +6d.0 50 518" 54" 60" 63" -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60. Q -60.0 +60.0 -60.0 -60.0 +��.� -i ".0 -60.0 +60.0 -60.0 +60.0 -60.0 +G0.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 +59.5 -59.5 +58.8 +55.2 +54.6 +53.6 -58.8 -55.2 -54.6 -53.6 +56.2 +52.3 +51.7 +50.9 -56.2 -52.3 -51.7 -50.9 UP TO 111" C,I +60.0 -80.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G,H,I +60.0 -60.0 TO867116 "I D,E,F' J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W1 SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 66" 72" A,B,G,H +75.0 A,B,G,H +75.0 -75.0 +75.0 38 3/8" 48" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 50 5/8" +75.0 -75.0 60" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FR.-4859 (OX& XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1 /8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) Revsd BY Dab: RevisNk: F.K 4115.07 C ADD INTEGRAL FIN OPTION& UPDATEASTM F 1300 -O2 DPs L+dvltN tii ire v: ,« i r to �- rtthU L. Damn By pate: •. ClerYader� p¢�e, F.K ;/2406 J.J. 1 3/23108 G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) H. 13/16" LAMI IG -118" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1 /8"HS) L 13/16" LAMI IG -118" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1!8"HS, .090,1/8 "HS) J. 13/16" LAMI IG -118" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -118" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16"HS) L. 13/16" LAMI IG -1!8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) 11,^^ (VW DR, rna with the Florida Ts••i't.. is Co o Acc pt=ce No 07- 08!5'.04 /ration Dnto �7Zoi1 DESIGN PRESSURES NOKOMIS, FL 34274 1 Visibly Better f T Barba4btlM HR710 NTS Sbeer 3 or 11 Ceasing ea 4127 -10 //� / Robert L. Clark, P.E. PE &39712 Structural 54 5116" MAX. DLO FIXED 110' MAX. WIDTH I.F. FRAME 11? MAX WIDTH FLANGE FRAME DETAIL 8 - XOX (1/4- 112 -114) 33 9/16° MAX. DLO FIXED 33 9/16° MAX. DLO VENT 57 3/8" MAX DLO ALL FIXED LITES 1 63" MAX. FLANGE FRAME ALL ° CONFIG. MAX 6 DLO ALL VENTS 62' MAX I.F. FRAME ALL CONFIG. ct 73' MAX. WIDTH I.F. FRAME 74° MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 85 7/16° MAX. WIDTH I.F. FRAME - -+-I k-86 7/16° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL (1.1) FRAME I.F. FRAME A VIEW D -D g (FRAME CORNER CONSTRUCTION) ..:, °f I=VISF.D 5 i' itU the Florida cceNo4.:q - S.0 ALMDatc F-427 _ By_ Mia�m.►:... 'toductCon Divi- on . I A nD INTECIRAL FIN FRAME MAX DIMENSIONS AND CORNER ` . r C _ NSTRUCTIOA' Pr."-AIL FROG SW: 6. J - „'13/Ce THIS SHEET C1 7,ed8y J.J. o6 NUiUMIS, FL34214 FC EVATK_`N,s t'P Visibly better 5,m'°odeI sn HR7I0 I NTS 1 4 a 11 4127 -10 %- ±iobc:rt L. Clark, F.E. PE 439712 Structural — MAX. V;tDTH FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION XOX SHOWN WITH FLANGE FRAME) A • LLO MAX. HEIGHT FLANGE FRAME INTERIOR MAX FIXED DLO MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (IF. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIVRAME) 0 11 IF I EXTERIOR INTERIOR --f.r# 0 I 1111 I I 11E11 EXTERIOR INTER/OR PRODUCT/VP/MED ss coot-4:;,4L-4 with c Florida Nc4 E- .in Do By SECTION C-C (VERTICAL SECTION, FLANGE FRAME) 4i, 42 NO 41 A, A SILL (VERTICAL SECTION, 1.F. FRAME)6, HEAD (VERTICAL SECTION, I.F. FRAME)A, S F C TIONS Oarabeom L ER 1.1,' r/F/..Siz 8/06.;:tb,•1 La. HR710 Ile 1 5 11 4127-10 rc PE 4W12 Structural ITEM 1 DWG# 4102 4025 DESCRIPTION FLANGEFRAMEHEAD SASH STOP (SID.) (ANTI LIFT CLIP) #8 X 3/4 PH. PAN HEAD MAIL 6063-T6 AL PG' 612237 6063 -T5 AL 612244 7834AA S1J STOP COVER (S:1 SH STOP) ISIILADAP'I ar 17?' 0O1_F 6063 -T5 AL -aL 671, ;; 1 ITEM 66 DWG# QASS, DEICRIPTION MAIL 67 68 69 13/16" LAMI ICr118 "A, 3/8 "AIRSPACE, 5/16" LAMI (I /8"A, .090 PVB, 1/8"A) 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (I /8 "A, .090 PVB,1 /8 "HS) 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 13/16" LAMIIG- 3/16 "A, 5/16" AIRSPACE, 5/16" LAMI(1 /8 "A, .090 PVB, 1 /8"A) 13/16" 12\ Tv11 IG- 3!16'A, 5/16" AIR SPACE 5/16" LAMI (1/8 "A, .090 PVB, 1/8"HS) 1 it 1„ A. I 1G-3/1.6"A. 5/16" A 1 R 50410 T;1(." 1.'511(1/8 "HS,.090PVB, 1 /8 "HS) ,.u)UFVi3.3 /16 "A) r;p! ` i 1 , , ' i 16"A. .n90 P\'B.3'16 "HS) '•.'09O1'V r ,,,�,,..,.1 1� Ii it . vEV1 ;'1:!,L1' . .'.11' +t) tCAL °�� ( i i i,.�, •1�f - Pi %r1f�JANIT; 6063'10.AL. 6 L_25 7 , ? 1 • . l,Fy 11i nr, `IS i,-(4 ICR I)N1LLiL,,, r•6063D3T6At. i A 19 4066 WSTP.,.187 X .230, FIN SEAL 640660 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP.,.250 X 270 BACK, FIN SEAL — 616830 23 225 -1 ROLLER HOUSING& GUIDE 42112HD 24 226 ,BRASS ROLLER WI-IEEI.S BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEETINGRAIL 606311S -T6 AL 64006 33 1235 WS 1P.,.170 X 270 BACK, FIN SEAL . 67S160 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 WSTP.,.250 X 270 BACK, FIN SEAL 616830 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 LET RAIL COVER CAP 74078 "C" LORR 41 4139 1.F. FRAME HEAD 6063 -T6 AL 64139 42 4140 LF. FRAME SILL 6063 -T6 AL 64140 43 4141 I.F. FRAME JAMB 6063 -T6 AL 64141 50 GLAZING SILICONE., DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 53 4039 B GLAZING BEAD - 5/16" 6063 -T5 AL 64039B 54 4044 B GLAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL 644703 55 4222 ' A GLAZING BEAD - 7/16" 6063 -T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W /GRII L KIT 6063 -T5 AL 6985 59 4067 GAZING BEAD - 13/16" 6063 -T5 AL 64067 60 GLASS, 5/16' LAMI (1/8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI (I/8" A, .090 PVB, 1/8" HS) 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1 /8" HS) 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS, 05 7116" 1,A1\11 (3/16" HS, .090 PVB, 3/16" HS) i ,a , ;LI Guiutwr Ni" .�..�e: K. j 2,28/06 J.J- 1 3,73/06 N KL,.7u. FL_� -. -; 13/16 " All <JPA(_I - r R SPA/ I=., r, 16" 1 .v 11 (3 /16 "A, .090PV13.3/16 "1-1S) <.F,11, Jc,' If.11'A CE, 7,in I_• '(1'16 "115,.090 PVB, 3 /16 "}IS) i1(i1ti "A,.090PVis, t1b "A) A SCREEN FRAMI.(0r.= 1s.&VER) 3105 -1114AL 163(1 SCRIEN CORNER KEY W /RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 95 635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCREEN CLOTH q#4139, 6063-T6 I.F. FRAME HEAD T=. 2.784 .062 OA I.F. FRAME JAMB #4141,6063 -T6 ,•tj,tQ /mace, 1, -'- f `.T 42 .F. FRAME SILL 84140,6063 -T6 PRODUCT REVISE as complying with the Florida Building Codc Acceptance No 0 Expiration Date Structural 2.710 r.062 1 1,273 .1-7 J'7' '7) 4 ---.-4k---.062 4 .490 7 t.--1 .451—.1 0 SASH STOP #4025,6063j5 ci) SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 .678 1.098-±,--*"1 j 0 GLAZING BEAD, 5/16" #404413, 6063-T5 (USED W/ GRILL KIT) .437 1-- 1.461 0 HORIZ. ROLLER TRACK #4131, 6063-T6 3.152 71 FF,AtAr e`P 44136, 606.■--F6 .061 0 SASH MTG. RAIL #40060, 6063HS-T6 .050 .678 1.096 1 T 0 GLAZING BEAD 7116" #4222A, 6063-15 F K i'';'/28/06 I J.J.bi-'23/06 .062 1.187 \, PAMF SII ArAPTrR 0 FIXED MEETING RAIL #405413, 60631-ID-T6 1.291-1 0 SASH SIDE RAIL #4126, 6063-T5 .040 1.443 --- .738 SASH STOP COVER 44053, 6002-T6 171 2.784 1 .002 -- ® FLANGE FRAME JAMB #4002A, 606346 .678 1.096 1 0 GLAZING BEAD, 5116" #4039B, 6063-T5 .683 .050 .678 1.115 0'1 1.097 0 GLAZING BEAD, 7/16" #985C, 6063-15 0 GLAZING BEAD, 13/16" #4667, 6063-15 (USED W/ GRILL KIT) FL 34274 I Visibiy Hai/ 0(11 PRODUCT REVISED as cotscSi ism with the Ftorida Building Co4o Accersanco No 6 Expircuon Dote 4127-JO r E. F'E..73712 Structural ANCHOR QUANTITIES, XOX (114.112.114) WINDOWS TABLE 4 ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES O,E,F,J,K,L 2,3, WOOD ZONES W!Mnnw �r+r gtLL 2, CONC ZONES 1, CONC ZONES 2,3, WOOD ZONES 2, CONC ZONES co co co 1, CONC ZONE 74.000x tis.il;) 38.375 1 +C2 +2 +C2 +1 48.000 1 +C2 +2*C2 +1 50.625 1 +C2+2 +C2 +1 54.000 1+C2+2+C2 +1 60.000 1 +C 2+2 +C2 +1 63.t 1 +C2 +2 +C 2 +1 38.375 1 +102 +2 +G2 +1 48.000 1 +102 +2+C2 +1 50.625 1 +C2 +2 +C2 +1 54.000 1 +102 +2 +C2 +1 60.C� 1 +102 +2 +C2+1 1 +C2 +2 +C2 +1 1 +102 +2+102 +1 1 +C2+3+C2 +1 1 +102 +3 +C2 +1 1 +C3 +3 +C3 +1 1 +C3+3+C3 +1 1 +C3 +3 +C3 +1 1 +G2 +3 +C2 +1 i+C243 +C2 +1 1 +C2 +3 +C2 +1 n05 '•G3 +. 1-,(712-,14 '22, 102+ 1 t +1 +C2 +1I3 • 1 +102 +1 +C2 +1 5 1 -�2 +1+102 +1 3 1 +C2 +1 +C2+1 3 1 *102 +1 +102 +1 3 1 +102 +1+C2+1 3 1 +102 +1+ 02 +1 3 1.t C2+ 1 +C2+ 1 3 1 +C2 +1 +C2+1 3 1 +0241 +02 +1 3 C - - C_ 1 C. .1 3 1,C241 +02+1 3 1+(2+1 +C2 +1 3 1 +102+1 +102 +1 1 +C2 +1 +C2 +1 3 1 +c2 +1 +102 +1 3 1 +02 +1+02 +1 1 +C2 +1 +C2 +1 1+C2+1+C2+ 1 3 3 1 +C2+2+C2+1 3 1+102 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +03 +2 +103+1 3 84.000x 63 06X1 106.375x 38.375 48.000 50.625 54.000 60.000 63.000 111.000x 38.375 48.000 50.625 1 +103 +3 +103 +1 54.000 3 1 +C2 +2 +C2 +1 3 1 +C3 +3+C3 +1 3 1 +103 +3 +103 +1 3 2 1 +C2 +1 +C2 +1 2 1+02+2+02+1 2 1 +C2 +2+102 +1 2 1 +C2 +2+102+1 2 1+C2 +2 +102 +1 2 3 1 +02 +1 +02 +1 3 1 +C2 +2 +102 +1 3 1 +02 +2 +102 +1 3 1 +102 +2+102 +1 3 1 +102 +2 +102 +1 3 3 1 +C2 +1 +C2 +1 3 1 +02 +2 +02 +1 3 1+C2 +2 +C2 +1 3 1 +C2 +2+C2 +1 3 1 +102 +2 +02 +1 3 3 1+C2 +1 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +102 +2 +C2 +1 3 1 +102 +2+C2+1 3 1 +103+2+(3 +1 3 3 1 +102 +1 +102+1 3 1 +02 +2 +102+1 3 1 +102 +2 +102+1 3 1 +102+2 +C2 +1 3 1 +103+2 +103 +1 3 1 +C2 +1 +C2 +1 3 1 +103+2+ 3 +1 3 2 1 +02+2 +102 +1 2 1+102 +2 +102 +1 2 1 +103 +2 +103 +1 { 1 +C2 +2+102 +1 3 1+02 +2+102 +1 3 1 +03 +2 +103+1 3 2 1 +102 +2+102 +1 2 1 +C2 +3+C2+1 2 3 1 +C2+2 +C2 +1 3 1 +C2 +2 +102 +1 3 1 +102 +2 +102 +1 3 1 +(+2 +102 +1 3 1 +03 +3+03+1 3 3 1 +02 +2 +02 +1 3 3 1 +C2 +2 +C2 +1 3 1 +102 +2 +102+1 1 +C2 +2 +02 +1 3 1 +c2 +2 +102 +1 3 3 1+102 +2 +C +1 3 1 +102 +2 +102 +1 1 +102+2 +102 +1 3 3 1 +103 +3+(3+1 3 1 +04 +3 +04+1 3 3 1 +C2 +2 +102 +1 3 1 +03 +2 +103+1 3 1 +(3+2+103+1 3 1 +C2 +2 +102 +1 3 1 +104 +3 +04 +1 3 3 1 +02+2 +102 +1 3 1 +C +2 +103+1 1 +103 +2+103 +1 3 1+024-2 +102 +1 3 1+44 +3 +04+1 3 2 1 +C2 +2 +c2 +1 2 1 +102 +3 +102 +1 2 1 +102 +3+102 +1 2 3 1 +C2 +2 +C2 +1 3 3 1+C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 3 3 1 +103 +3 +103 +1 1 +103 +3 +103 +1 1 +G3 +3 +C3 +1 3 3 3 1 +C3 +3 +c3+1 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 3 3 3 1 +102 +3 +102 +1 2 1 +C2 +4 +102+1 2 1 +102 +3+102 +1 1 +C3 +3 +C3+1 1 +C3 +3 +C3 +1 3 3 3 1 +103 +4 +103 +1 3 1 +c3 +4+C3 +1 3 1 +C4 +4 +C4 +1 3 3 1 +C2 +2 +C2 +1 3 1 +104 +3 +104 +1 3 1 +104 +3 +104 +1 4 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 14104 +3+104 +1 4 1 +03 +3 +103 +1 1 +04 +3 +104+1 3 1 +104 +4+104 +1 3 3 1 +C5+4+105+1 3 2 1 +02 +2 +02+1 2 1+C2 +3+C2 +1 2 1 +C2+3+C2 +1 1 +102 +3 +C2 +1 2 14-C2+4+C2 +1 2 3 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 1 +103 +3 +103 +1 3 3 1 +03 +3 +103 +1 3 1 +C3+3+C3 +1 1 +C +3+03+1 3 3 1+102 +3 +C2 +1 1 +C3 +3 +03 +1 3 1 +103 +4 +103+1 3 3 1+c3 +4 +103+1 3 FA F.K. 2128/06 J.J. 1 +103 +3 +103 +1 3 1 +104+4 +104 +1 3 3/2'3106 C"- 2 1 +34 +2,3441 3 1+04 +3�C4 +1 4 1 +C3 +3 +C3 +1 3 1 +C4 +4 +104 +1 3 VLibty L�rr ter NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2. GLASS TYPES: A. 5/16" LAMI - _'16" LAM' - LA111- C. LAMI - LAM) LAMI - Oi Li K. 1311 • 2 - 1/4" ELCO SS4 CRETE -FLEX (118" A,.090, 1/8" A) . (1/8" A..090, 118" HS) (1/8" HS,.090, 718" HS) (3116" A,.090, 3111 A) (7,-16" 0._030, 3(16" HS) (3/16" HS..090, 3.'16" HS) 1i5" OR 3/16" r3, J,-16" 00 3:3' it 1.'OR3,'1,2. "A, 716'OR38,' A :,i' 5" OR �r G - 00 3116" A, 3/16" 00 1 /4" 1/8" OR 3/16" A. 3' r -CR 1/4" °, "CR3 /1f' 3 - #12 STEEL SCREWS (35) ' SPACE, 5/16' LAMI SPACE, 5`16" LAM1 5" LAM( - -ACE, 7/16" LAMI - SPACE, 7/16" LAMI `ACE, 7/11" - (1/8" A,.090, 1/8° A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/6" HS) (3/16" A,.090, 3/16" A) - (3/16" A..090, 3/16° HS) - {'silo' 176,.060, 3116" H0) .17(00 01.0000 CU AN TIT ES ARE FER ADJACENT TAKE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4° MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X t1 +C3 +4+C3 +11 3 f ---- -- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) - 125 3/4" max. i-- ►- �F -"--3" MIN. I__ t tat 1 t 9" REF. MTG. RAIL, TYP. -- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) - I 25 3/4° MAX. 1 1/2" TYP. 1+--3" MIN. 9" REF. MTG. RAIL, TYP. ;,_,MPLE CLUSTM 'Jti'l QTY. OF (4) ANCHORS ,M. NOkr�•_,. xh�10 NTS pifCN'.C74: i 133V1SE1} as r -t ;,zi= r✓ith a Florida A4 :4;2:10 No d Expi::.410s. natc ER WINUt:., , 8 of 11 4127 - -10 C s Robe,t L. taert., 11-.3. 661139712 Structural ANCHOR QUANTITIES, XOX (113-113-1/3) WINDOWS ANCHOR TVPEl 23, WOOD & SUBSTRATE 1 ZONES GLASS TYPES A,B,G,H 2, CONC ZONES TABLE 5 GLASS TYPES L 1 1, CONC 2,3, WOOD ZONES ZONES Z CONC ZONES 1, CONC ZONES `Alltvnew.1 n SILL IT .FAn P ■T I An stLL Hrt^ 17 WAD& SILL 17 HEAD & SILL 17 la) 0 03 CO CO ' 1 , • , , I 3 I 11433-- -3:411 ' ", • 1" - "7,1 '33 r•"" -1 3 3-11-■ C.7+1-f r324-11 - - 1 3 I1tC2+i+C2+1I 311-vC3.1,C3+1 46.000 60.000 63.000 14C2+1-,C2+1 3 1+C2-0+C2+1 3 1+C2+1-tC2+1 3 1+C2+1 +C2+1 3 1+C2+1+C2+1 3 1 C2+1+C2+1 3 ;-C--,1-C2, 1 3 1+C2*1C2- 3 3 1+ 02+ 1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C241+C2+1 3 3 1,C2,14C2,1 1.C2**1-'-C2+1 3 1+C2+1 +02.+1 3 1+02+14C2+1 3 1+03+1+C3+1 3 1+C2+ 1+C2+ 1 3 1+C2+1+C2+1 3 1+C2+1*C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 66.000x38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 1+03+1+C3+1 3 1+C3+14c3+1 3 1+02+1+02+1 3 14-03+14433+.1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+02+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+03+1+03+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 1+C3+1+03+1 3 1+C2+t+C2+1 3 1+C3+1+03+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C3+1+C3+1 3 1+C3+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 84.003x36375 48.000 50.625 54.000 60.000 63.000 1+C2.1 +C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3'1+C2+1+C2+1 3 3 1+C2+1+C2+1 1+02+1+02+1 2 3 1+C2+1+C2+1 1+03+1+C3+1 2 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+14.C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+ 1 3 1+02+ 1.C2+1 3 1+C3+1+03+ 1 3 1+ C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+02+1+02+1 3 1+C2+ 1+02+ 1 3 1+03+1+ C3+ 1 3 -.-C3+1+C341 4 140341-tC3+1 3 1+03+1+03+1 3 1+03+1+03+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+03+1+03+1 4 1+C3+1+03+1 3 1+04+1+04+1 4 86.437 x 38.375 48.000 -...■. jj- 1+02+1+02+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 3 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+i+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 02, ^, , CI:, l■ 3 1.C241,C241 3 3 1.C2+1,C2+1 1+C7),-1-tC341 3 1+C2+1+C2+1 3 3 1+ C74-14C3+11 3 1+C2+1+C2+1 1+C2+1+C2+1 3 3 1+C3+1+C3+1 1+03+1+03+1 3 3 -,C2.1 3 1,(1 :',-1- C',"._- 1 - FL 7 NOTES: 1. ANCHOR TYPES: 1-114" ELCO TAPCONS 2 - 1/4" ELCO 584 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAM! - (118" A,.090, 1/8" A) HS) /110" - C...■/16 Jr ib' E" CIL, r '.11- C:,;16" H[2,, C., '‘), .., CT; 3', - E, :,16" LAMI - (11 fr..71O,1/8' A) LAMI - (1/h" FOR VVIND7V,.' "Jr`T FHOWN, GO TO N7_XT LARGER WINDOW IN TABLE. 10 1/2" 7'= 7!".7t; '177 (F MEETING RAIL CENTERLINE 7 34 73X. FROIA CORNERS TABLE KEY: X 0 1+03+1+03+11 3 --ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25314" MAX. 1.-+1-3° MIN. 14-1--1— 1ft 1 0 9" REF. MTG. RAIL, TYP. EXAMPLE CLUSTER W! QTY, OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 3/4" MAX. 112" TYP. .IIt-0--3»MIN. 9" REF. x MTG. PA■t TYr• ;: , . ',4) , • 4 727-10 H-t710 , L 9 I PRODUCT REVISED es c-dr42:1+;.,iog with Lila Florida Euildir, Code No0 B15.0.7 inttica Datc F' By IVii .,DaProdt1 ont. Di 0jn Structural ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE 2,3, WOOD I 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES _` 36 Y 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES o ' I� n� �v ❑-7' Iv n i.. -1I 1yr2� t f, 11-c2+11 :: 1 +r ^ -�:4 q •. C2 +1 21 1+ • 1 +C2 +1 © 1 +C2 -'i uO.0 O f t +C3 +1 3 11 50.625 54.000 60.000 63.000 1+C3 +1 7 1 +C2 1 2 F1 +C'7 +1C 2 11 +C2 +17 2 1 +32+1 3 :'341 1 3 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1f 3 1 C ,; 1+ 3 +1 , ) 2 1 +(,�., 2 - 1 1 1 +; 3 1 +32 +1 3 1 +C3 +1 3 +1 , 3 1 +C2 +1 14 C3+11 3 11 2 1 C2 +1 2 1 +32 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +32 +1 3 1 +33+1 3 1 +C3 +1 3 1 +32 +1 3 1 +33 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +32 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +34 +1 3 1 +C3 +1 4 1 +33 +1 3 1 +C4 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +32 +1 3 1 +32 +1 2 2 +32 +2 2 1 +32 +1 3 1 +C2 +1 2 2 +32 +2 2 1 +C2 +1 3 1 +32 +1 3 2 +33 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +33 +2 1 +33 +1 3 1 +32 +1 3 2 +33 +2 3 1 +33 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 4 1 +32 +1 3 2+33 +2 3 1 +33 +1 4 1 +32 +1 3 2 +C3 +2 3 1 +C3 +1 4 1 +33 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +33 +1 3 2 +34 +2 4 1+33+1 4 1+C3 +1 3 2+34+2 4 1 +33 +1 4 1 +33+1 3 2 +34 +2 4 66.000 x 38.375 48.000 54.000 60.000 2 +32 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +32 +2 3 1 +C2 +1 2 2 +32 +2 3 2 +32 +2 4 1 +C2 +1 3 2 +33 +2 3 2 +C2 +2 - »33 -2 4 - i2 +t,3 +2 3 . i -2 2 +33 +2 4 1 +32 +1' 3 2 +33 +2 4 2 +C3 +2 4 2 +C3 +2 4 1 +C3 +1 4 3 2 +C4 +2 4 2 +C3 +2 4 1 +32 +1 3 2 +33 +2 1 +C2 +1 3 >> 1 +32 +1 3 2 +C3 +2 3 4 1 +C3 +1 3 2+C4 +2 4 33.000 1 +C3 +1 4 75 2 +C2 +2 74.000 1+33+1 3 3 2 +C2 +2 2 2 +C4 +2 4 2 +C2 +2 3 4 2 +C3 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C2 +2 3 2 +C2 +2 '2 2 +C2 +2 3 2 4 2 +C2 +2 3 2+33 +2 4 2 +C2 +2 3 2 +C3 +2 4 4 2 -.43 +2 3 3. 3 a 4 +33 +2 3 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO 884 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5 /16" LAM! - (1/8" A,.090, 1/8" A) ('2" t ( Yl, 1 /8" HS) " , '8" H5) D. '7,D if LAMI - (3/16" A..D90. 3/16" A) )33;16" HS,.C90, 3/16" HS) ."":"HA:":". 6/16 i efI (".T" A DOD 11 A) ..A1A I - Lc ..; 1 . n 316' �Yr . . - 13 L .,'2:1 I " A_090, HS) +�'c..i •_t ni ,,, _.,p "�._ �.�. ,n.np LAM! (1,t,"HSt,a "HS) (he.' Li.. ^a. l,. A,.n6J 3'16" A) N R a "' 3:R ADJACE'. ""7 _ ASED ON THE FOLLOWING 62it.N51;,)NS. FOR WI r.. 3'A i2L8 NOT SHOWN, G^ T^ ._ T LARGER WINDOW IN TAKE. HEAD 8 St' �itX ON EACH B!' TABLE KEY: 0 X t At.3 14 112' 6,1A A. v.... CHOR QUANTITY PEP, JAMB HEAD AND SILL. ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.G. ANCHOR SPACING) t -I 183/4 °MAX MIN. 9" REF. 1 MTG. RAIL EX[.31"LE ^ I 1 -'� i GM!. OF O /..N(71 -I T` (SHOWN IN TABLE KEY ABOVE) 9" REF. f tTG. 3333— 8 3/4" MAX. —1 1/2" TYR. —"- MIN. e1� PRODUCT 1'61WSED zs cmnp: ;•;,2 with rite Florida P..tr Co-e Ho 1=s ... pitat..,.Yst. J. . ( Jig.' BY Mia ade Product D*- -,cra HR710 is hart L. G.,,,, r �. PE x:+ °712 A 6 MIN. 3.4 KSI CONCRETE , , 13/4" MIN. E.D. TYP. lx WOOD NOTE 3 1 !4" :' ..;: NOTE1L I¢ 2x WOOD BUCK, NOTE 3 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4” RCP 1 3/8" £ TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FLATHEAD ANCHORS MUST BE #12'TRLMFMT HEAD. 2x WOOD BUCK, NOTE 3 — DETAIL E CONCRETE ANCHOR, NOTE 1 1-101' -. CGNGRCIE —7._ 1 o rnq'grntn n no, InpTln�Io I ^. ea,An•!nr.nr rnr 'J ncr Nit sT57t C)R 1/4" S34 CRETE -FLEX WITH #12 TRI MFIT HEAD. (1 I h:SI Cr.rl.l) ° OR PER NOTE 1 Q (3.4 1131 CONCRETE) �T S DE °IC d Li- 'E LC( O'-"Kr:: E' r. <.9 TOTAL THICKNESS IS LESS . r - , .. "' SO'. In '7.n ^.(FETE. . •'�.iT Li(. „ - ; iJ THE (-di' 0.1._):0, 'R!TY ".1' J'_' ISDICTIO 7. or'ECT;VE DE2,1, _j [ - „TL R! OR IN ° MIN. E.D (HEAD & SILL DETAILS A, 8, C, D, G & H) 1x WOOD BUCK, NOTE 3 DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS A L 1,4 SHM SEE NAILING INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 J A d�NIP. ^U'f FTrI-^-,TH OF 6063 -T5 AND A MIN1',MUM Ai,L% r,NCHUkAGr= P.CINu -Or ANCHOR TYPE 2 MAY 6L USED. .'Ek1:, C . T t-- d U (,U ;,TAC TH OTHER :3I.JILEING CODE, CUh <._N AEDITION. DETAIL H (HEAD NAILING .131 DIA MIN. x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & 1. 11 i1 i , 1i 4 1 '-- „i_C_, (,!LING DETAIL MIAMlI E6 DE COO TY' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FI. 34275 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). MIAMI -DADE COUNTY, FLORIDA M1;'I'RO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA shall not be valid after the exp . iis v 't: �. 1 ry w. The Miami -Dade County Product Control Division (In Miami Dade County) and/or .1 s o than Miami Dade County) reserve the right to have this product or material tested for qu s, If this product or material fails to perform in the accepted manner, the manufacturer wil r �r t e ns= of such testing and the AHJ may immediately revoke, modify, or suspend the use of suc u • 3 their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determin 1 IA Product Control Division that this product or material fails to meet the requirements of rc 1 • g • e. This product is approved as described here to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door wI Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, 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 IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 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 evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per 14130 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME - 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. _ STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal -dated Jan. 18, 2007 approved by BCCO. E -1 ‘‘14.1 1. ata lAcia.. Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 318" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/18" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS . D. 7116" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X, 0C XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR I 1/2" MISS BITE A EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS .402 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1/2" GLASS BITE EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS .465 7116" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 6 PARTS LIST 8 EXTRUSIONS 6.7 ANCHORAGE 8-10 APMm'cd as complying with the Florida {ladling Code Date GY.411.1 / 6, z077 8049 07-. A 6 44'. (O Miami Dade Product Control O1'slsa1 or OEN WW1 R Ivi ac 8 Deno 4214!07 Dsto 2!22/07 A J.J. CLARS:NEXT. OF GLASS. OVERALL 170CK E$SAND SEAMS2nE ADD CLASS 01TEDEL T O GLAZING DETAILS, ADD 01ASSDEE. 7 ,REVISE NOTE 1, GLAasoviCRbPT. &ADD NOTES. � 1A7 1070 TECHNOLOGY* ORIVE nOwHN 034273 _. P.O.8QX 1028 NORMS, FL 34274 V,,t ib/y Better NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0101 1x 1 s 10 aaraV 11005.1 B r" �rit: c L- Clerk, P.E. PE 939712 Struotorel TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS & APPROVED CONFIGURATIONS: X, XX 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68- 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" - 953/4" 3° 371/2"16° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 O WIDTH 27 3/4" 361/8" 36 3/4" O WIDTH 36 3/4" SINGLE SIDE LITES WITH GLASS TYPE A +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67,6 -67.6 +64.2 -64.2 +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75,0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY L APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX& OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7°- 833/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 251/2" 4° 47 3/4" +58.6 -58.6 +55,4 -55.4 +52.4 -52.4 +49.8 -49,8 +47,4 -47.4 27 1/2" 51 3/4" +54,9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39,3 -39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38,1 -38.1 +38.1 -38.1 +37.5 -37,5 +35.6 -35.6 3° 371/2" SINGLE SIDE UTE 6° 71 3/4" 0 WIDTH +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 GLASS TYPES A, B, C OR D 103/4" +75.01 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.01 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 I -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59,0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61,0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.91 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42,6 -42.6 36 1/8" +35.2 I -35.2 +35.2 -35,2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 I -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: Al. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3116" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2, MAX. OX/XO WIDTH = 73 1/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO /OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. g. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF g6. EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 112" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26' SIDE LITES DESIGN PRESSURE _ +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 83 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE _ +43.1 / -43.1 PSF FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Approscd us w "rplyiae with the FloridL.yi Ix Gate Dote '' ZOO'% NOA# Miami Dade Pro' ductt Control 1_ Rand OF Pk noweBF AK Rom fip Kt( *ma CIF FJG r WIMT city enrml ewe X107 &slim REVBioDTA.4$SDF 8MV(8 UR SAND(E36ADNON.FEIf VERSION 10707FGINOLOt34275 D COMM 00.98 TYPES &MANS4E INTO NOTES8ADDN07E9860. NtkrOMIS.RSQP78 - W RE VISENOTEI .2&aADDNOATIIS70TABLEIAND2 Po.84ellaze A iEMAX..SR@OHBIONPRF RE ADAD.#IST. AU. DPB FOR TABLE FL WI Visibly Better arleallobt 6/21/07 P0101 DESIGN PRESSURES 7a"+ ALUM. FRENCH DOOR & SIDE LITES, IMPACT Obu08F J.J. 2 of 10 ~rota 11005 -1 new B 1 � i 4� 1. �` G Roba t L. c +. P.E. PE #39712 Smxturei 731/2" MAX. 36 3/4 "_� MAX. SEE NOTE 4OX OR XO 371/2" MAX. A --� 38314° 1091/2" -SEE MAX. NOTE 3-.-I- 38 3fd" MAX. --►f+ MA (TY , �E 0 i ' \ f` r `r Et X INACT. E� O i 0, Ei' a \ g ) E % Er x "I 1 E %� 0 0 SEE NOTE 4 24 9/16" MAX. DLO (TYP) OXO SEE NOTE 4 95 3/4" MAX. HT. TYP. 84 3/8" MAX. DLO TYP. 40" A -"-' X XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL. AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 363/4" 143 3/4" MAX. SEE NOTE 3 36 3/4" MAX. SEE NOTE 4 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) OXXO G G DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X = DOOR WIDTH -12 15/16" DLO WIDTH XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8" 3. SIDE LITES OVERLAP 'X' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE ' XO ','OX','OXO ' XXO','OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTK?NS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ("X)C DOOR = DOOR WIDTH/2 - 4.079) RwdiF dig Roislow SEE NOTE 4 S /4" P.) Wadir F.JC Rya, dge F.K bErFJC 222/07 J.J. [kW /8107 RinYbs 5 Elate 8114/07 Rw4bm A =mar VERTICAL 010 AND FORAILQAS ADD DLOFOd00/IA9 FOR ODOR AND SSE LITE ADO DOOR MOM COMFY DEAD BOLT AND SPPECNYx ACT AND 2(' MALT. a.owis Dolv 521107 10707EC"iliOLOOYQR1VE NDJCOAUB, FL 34275 P.O. BOX 1520 NOKOAB9', FL 34274 ;T Vaibly Berle. ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT NTS 3 a 10 11005 -1 B 4'? ti Robert L. Click. P.E. PE #39712 Structural \ > MA (TY , �E 0 / % 1E \, X ACT. \ f` r `r Et X INACT. E� O SEE NOTE 4 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) OXXO G G DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X = DOOR WIDTH -12 15/16" DLO WIDTH XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8" 3. SIDE LITES OVERLAP 'X' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE ' XO ','OX','OXO ' XXO','OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTK?NS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ("X)C DOOR = DOOR WIDTH/2 - 4.079) RwdiF dig Roislow SEE NOTE 4 S /4" P.) Wadir F.JC Rya, dge F.K bErFJC 222/07 J.J. [kW /8107 RinYbs 5 Elate 8114/07 Rw4bm A =mar VERTICAL 010 AND FORAILQAS ADD DLOFOd00/IA9 FOR ODOR AND SSE LITE ADO DOOR MOM COMFY DEAD BOLT AND SPPECNYx ACT AND 2(' MALT. a.owis Dolv 521107 10707EC"iliOLOOYQR1VE NDJCOAUB, FL 34275 P.O. BOX 1520 NOKOAB9', FL 34274 ;T Vaibly Berle. ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT NTS 3 a 10 11005 -1 B 4'? ti Robert L. Click. P.E. PE #39712 Structural 0 (Doe EXTERIOR l P �� Ii i " —Fill MAX. I�- DLO = DOOR SECT. A -A VERTICAL INTERIOR MAX. DOOR HEIGHT 1.489 EXTERIOR MAX DLO rtn INTERIOR MAX. SIDE LITE HEIGHT SL SECT. B -B VERTICAL CLEAR COLORED SEALANT I SL VIEW G -G CORNER ASSEMBLY Approved as complying with the Florida Quisling Code Date OCT 1 ti 2047 NOM o7— 04 !JO Miami Dade Product Cnntrni liv cY A ,rAl f E.K alp FfrAskox S NO COMHOE THIS SHEET. Bow SN4V7 2/7 , A rr.abety. J.J. SHOW DOUBLE HOLLOW HEW SECTION AT CORNER ASSEMBLY Oats 621107 f070 TECHNOLOGY DRIVE NOK7MIS, EL 34273 P.O. SQX IG29 NOKCMt3. FL 34274 Visibly Better EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT a.awac PDIOI 1/2x glow 4 a 10 110051 i I Robert Clerk. P.E. PE #38712 Structural SL VIEW G -G CORNER ASSEMBLY Approved as complying with the Florida Quisling Code Date OCT 1 ti 2047 NOM o7— 04 !JO Miami Dade Product Cnntrni liv cY A ,rAl f E.K alp FfrAskox S NO COMHOE THIS SHEET. Bow SN4V7 2/7 , A rr.abety. J.J. SHOW DOUBLE HOLLOW HEW SECTION AT CORNER ASSEMBLY Oats 621107 f070 TECHNOLOGY DRIVE NOK7MIS, EL 34273 P.O. SQX IG29 NOKCMt3. FL 34274 Visibly Better EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT a.awac PDIOI 1/2x glow 4 a 10 110051 i I Robert Clerk. P.E. PE #38712 Structural MAX. 'XX' WIDTH 'XX' SECT. C -C HORIZ. MAX. 'X WIDTH LMAX. DLO MAX. SL WIDTH 'X' SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 8) MAX. DLO SL SECT. E -E HORIZ. (DOOR WI SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. DLO ice- --MAX. SL WIDTH-1 INTERIOR EXTERIOR SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved as complying with the Florida Buiding Cod Date Of. I NOAH Miami /Dada Product Control By l a. I. 4�+NJ4 tAix Arad AF FJC tm ear FJC Own fir FK bee 818807 NMaksir 0 W14W bar ?/2Tiv7 A /tadadex J.J. NO CHANGE 77,7S SHEET. ADD 'DOOR W / U7E' TO NOTION EE8'8WGLE SCE LI77? SECT, F.F &21107 1070 TECHNOLOGYORiYE NOKOMIS FL 34275 P.O. 80X 1529 NOKOMIS FL 24274 IE!T Visibly Better VERTICAL SECTIONS ran ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0101 1l2X 5 d 10 11005-1 c� /IIIti" 7b 1 Robert L lark, P,E. PE #3B712 Structural ITEM DWG 4 PGT# DESCRIPTION ITEM DWG # PGT# DESCRIPTION 60411 FRAME HEAD 60 920D 69200 SIDELITE HEADER 1 943B 80300 WSTP.,Q -LON .190 X.375 HIGH 61 921D 8921 SIDELITE SILL 2 1010 87070K BULB WEATHERSTRIP .187 X .300 HIGH 62 9165 60381 SIDELITE JAMB 3 7070 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781PQA #8 X1.000 QUAD PN. SMS 7938X 2 PT. LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS (STOCKING #70998) 5 938 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS (STOCKING #70999) 6 956 7832X12FPXP #8-32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH 66 934A 81641M SIDEUTE JAMB ADAPTER '7 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 8 995 9 996 70998 GASKET (BETWEEN HEAD & FRAME JAMB) 70 712653K SETIIING BLOCK, 3/32" X 1/4" X 1" W /PSA 10 952A 6533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK, 1/16" X 1/2" X 1" W /PSA 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD, 7/16" 11 11000 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 73 988 6988 BEAD. 3/8" 12 1670 611004M OUTSWING THRESHOLD CHANNEL COVER 92 988 64986 BEAD, INTERIOR 13 11004A 14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 93 1224 8TP247 BULB, THICK (USED IN EXTRUDED BEAD) 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 15 11002A 411003A ACETAL SPACER .140 ( INHOUSE INJECTION MOLDED) 95 GLASS, 318" LAMI -1/8" A, .90 PVB, 3/16" HS 16 11003A 60380 FRAME JAMB (OUTSWING) 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 20 9150 60300 WSTP.,Q-LON .190 X.375 HIGH 97 GLASS, 7116" LAMI - 3/16" A, .90 PVB, 3/16" HS 21 1010 66608M REINFORCEMENT, 1.000 X2.750 X 0.650, 6061 45 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 22 6608 78X112PSATS #8 X 1.500 PH S0 A T/S 102 11006A 141106AA ACETAL SPACER .295 ( INHOUSE INJECTION MOULDED) 23 1140 71048 JAMB SCREW COVER CAP 103 OFF -THE SHELF DEAD BOLT LOCK 24 1048 41721N STRIKE PLATE INSERT 504-•{ �-*- 25 930 28 1118 710X34PFA #10 X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 8911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL. SMS 60378M TRUSS CLAMP fl 380 A55- + -II+----f O OUTSWING THRESHOLD CHANNEL COVER 8083 -T6 - 34 913A 35 1130 61RODA 5/18 -18 THREADED ROD 36 990 7990NUTA 5/16.18 FLANGED HEX NUT 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT L. TEK #8 X .75 PH. FL 70997 GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) Florida Detain corn Calit nit6 Ike Date^ . eo a 39 997 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 983E 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) Miami U e Product luet Contrrai Mt I (JLkk.s._ RY C 1+4 7j,•' 1 Z }` I RoN9 �, Clark, P.E. PE #39712 Structural 60200K WSTP.,Q-LON .190 X.200 HIGH 2.750 --�-I 46 1213 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708} � 47 929 48 1139 7634F #6 X.750 PH. FL. SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 6R184FS RUBBER SLEEVE 650- 1-1-25 i 22 TUBE MULL 6083 -T5 50 51 930 41721 STRIKE PL. INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL. SMS Dowd* Data Arralarre 1070 TEGHNOLOOY DRIVE NCUCOAIlB, 8.34273 P.O. Ia). 1329 NOKOM1q FL 34270 _ PARTS UST '�° ALUM. FRENCH DOOR & SIDE UTES, IMPACT 1 F.K WSW B NC CHANGE 1100 SHEET. " F.K Pea 114A7 .4 a.,Wid$ J.J. AOC1aelo3 BOLT AP INACTIVE PAM. ONO' TO REM 41, MX 811/07 Visibly Better "" FD101 4.044 6 a 10 &INN 11005 -1 B tawme,r FK cake 2/22/07 1.750 -+- 4.628 4.000 .062 DOOR PANEL 30 TOP & BOTTOM RAIL 8083 -T5 4.726 4.100 31 t j 50 .050 FILLER HEAD ADAPTER 6083.76 1.479 J .050 .079 1.489 3.000 ---•I 11 OUTSWING THRESHOLD 6083 -T6 DOOR PANEL SIDE RAIL 6063 -T5 1.750 4.726 4.100 O 1.500.1251-'"''� ^ 1-L .750 I TRUSS CLAMP 6063 -T5 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 --1 - -.558 .050 3/8" GLAZING BEAD 8063 -T5 3.100 ---H 4.675 1.750 --+- c) DOOR PANEL 45 EXTERIOR ASTRAGAL 6063 -T5 1-04 k -,525 050 .883 7 72 7/16" GLAZING BEAD 6083 -T5 6.085 5.459 .075 .075 6Q SL HEADER 6063 -T8 1 .750 I+ -3.100 61 SL SILL 6083 -76 4.588 5.212 3.000 r- 1.480-x{ -� -.050 fG 2Q DOOR FRAME, JAMB 6083-T6 62 SL JAMB 6063 -78 .830 r_ .050 3.000 2.980 SL JAMB 6� ADAPTER 6063•T8 .050 .250-.1 I+- 37 WEATHER STRIP CHANNEL 6063 -T5 HINGE 6063-75 Approved a$ comly}ng wah the Florida Hooding Code Date OLT 1, NOA1 a7.-64 ? f. r 0 Miami Dade Product Control Hy s 1 �QN L Olsc 61807 assuater B Diner 6/407 A NO CHANGE 7FA.4SHEET. ADO WOW 70ITEM 30 5 MASS W O O B G 701lag 30 31, 44, 48582 J.J. 6/21/07 1070 TECNN0L08YDRiVE N0K0M/3, R. 34275 P.O. BOX 1528 NOK0108, R. 34274 Et T Ytwtbiy Better EXTRUSION PROFILES raw ALUM. FRENCH DOOR & SIDE LITES, IMPACT Soave ed.0 cr4raha wa P0101 112x 7 ar 10 11005 -1 B L. Clark. P.E. PE 130712 Structural HEAD ZONE "C" I X JAMB ZONE °A' 1� HEAD HEAD I ZONE "D" I ZONE "D "I Q O [ XX SILL } ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD 1- Z E E ZHEAD �Z � OXO N m SILL SILL ZONE "D "t ZONE 'D" ' SEE TABLE 4., SHT. 9 HEAD I ZONE "E" I to 2 N 0 1 SILL } ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD ZONE "D" ZONE "E" I [ / XO OR OX z O t_'I PLUS; EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. 1 SILL j_ SILL T ZONE "D" ZONE E" SEE TABLE 6., SHT. 9 HEAD HEAD HEAD HEAD HEAD HEAD HEAD ZONE "D "ZONE "F"�Z E N E f 1 - Z O N E "F"�Z ENE f JAMB ZONE "B" f I , , I xo } JAMB ZONE B" } / \ m 4B ZONE /XXO OR OXX \/) x1 , \ , //, f JAMB ZONE "B" f 1 , / / OXXO [ \\ xo x iii 1 m / x1 , B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. SILL 1-ZONE -}— SILL -- }-ZONE i �- SILL _� SILL ZONE i t ZONE SILL �_ SILL _,_... ZONE -t "E" ZONE "F' „E„ ZONE "D" ZONE F" „E" "E" ZONE F" ZONE "F" "E„ SEE TABLE 7., SHT. 9 SEE TABLE 7., SHT. 9 SEE TABLE 7., SHT. 9 NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT. 71 3/4"W 'XX' DOOR WITH 19'W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. 0.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 23 1/8" MAX. 0.G. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. 0.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. 0.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Appiuvoi w;th tut Florida 8naitna Date cc.7' Iei tog 7 NOAH C. 7 —D6 Z9. /Ca Miami Dads Product Control G« !,Lk4- Read* FX 6tw ittP FIG Orm OF FJc •8U7 8+14427 Celle 2PZTJ07 Amine S RwYhs A CholodBX JJ. NOt7G AGE7763SHEET. CHAAV36 AV OR Dr ANCHOR ZONE FR041 t• TO n: ADD ANCHOR TYPES TO SOLLITP74 ersts 8121/07 [ 1070 TECHNOLOGY DRIVE NOICOMIS, FL 9427E PO.19(1X 1529 NOKOAI$, FL 34274 F%3T 'Vlstbly Eerttr ANCHORAGE, CONFIGURATIONS nee ALUM, FRENCH DOOR & SIDE LITES, IMPACT FD10I NTS able 8 d 10 11005 -1 nee 8 Robed L Clark, P.E. PE #38712 Structural TABLE 3, X DOORS TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) TABLE 6. Q SIDE LITE TABLE 6. XO & OX TABLE 7. OX0 XXO, OXX APPROVED ANCHOR TYPES: & OXXO 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) ENCIRCLED ANCHOR QUANTITIES IN TABLES S 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. GLASS TYPES ANCHOR TYPE & SUBSTRATE A. B, C, 0 GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, 0, 0 GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, 0. D GLASS TYPES ANCHOR TYPE & SUBSTRATE A, 8, C, 0 GLASS TYPES ANCHOR TYPE & SUBSTRATE A. B. C, 0 2,3 WOAD 1,2, CONC 2.3, WOOD 1,2, CONC 2 3, WOOD 1,2, CONC 2.3. WOOD 9,2 CONC 2 3, WOOD 1,2. CONC DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONE$ DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES "X" - 25.50 TO 37.50 a an x PiLti d gw x x 2 a ,m' x x ;L wwa� x d "XX" - 47.75 TO 71.75 qw 2. m w• m 0 L � ' �< w g 2 U ww c b a diad to rut ' l V o u ` $ a "Cr - 10.75 TO 36.75 m ` 0 Eo 0 ° m 0 0 "X" - 25.50 TO 37.50 w m 4 0 0 P m , x Co 0 0 '7C' - 25.50 TO 37.50 "X" -47,75 TO 71.75 m 0 0 x m 0 = 0, LL ' WIDTH x HT. WIDTH x HT. W1011-1x Hr. um WIDTH x Hr. SIDE UTE WIDTH x HT, 25.50 x 79.75 83.75 87.75 91.75 95.75 5 2 7 4 2 3 47.75 x 79.75 83.75 87.75 91.75 95.75 4 3 6 4 2 3 10.75 x 79.75 83.75 87.75 91.75 95.75 4 1 4 1 10.75 x 79.75 83.75 87.75 91.75 95.75 4 2 • 4 2 4 2 4 2 4 2 4 2 4 2 4 2 • 10.75 x 79.75 83.76 87.75 91.75 96.76 4 2 4 2 g Iy+ p g a u� 03 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 4 2 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 6 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 4 4 2 2 27.50 x 79.76 83.76 87.75 91.75 95.75 5 2 7 4 2 3 51.75 x 79.75 83.75 87.76 91.75 95.75 5 4 7 4 2 3 12.75 x 79.75 83.75 87.75 91.75 96.75 4 2 4 2 12.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 12.75 x 79,75 83.75 87.75 91.76 95.75 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 2 4 2 4 2 4 2 5 6 2 7 2 7 4 2 4 2 3 6 6 5 4 4 7 7 4 4 2 2 3 3 4 4 1 2 2 4 4 2 2 4 2 4 2 4 2 4 2 4 2 4 2 6 2 7 4 2 6 6 4 7 4 3 5 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 29.50 x 79.75 83.75 87.75 91.76 95.75 5 2 8 4 2 3 55.75 x 79.75 83.75 87.75 91.75 95.76 5 4 7 4 2 3 19,00 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 19.00 x 79.75 83.75 87.75 91.75 95.75 4 3 4 3 4 3 4 3 4 3 19.00 x 79,75 83.75 87.75 91.75 95.76 4 3 L....2 5 2 8 4 2 3 5 4 7 4 2 3 4 2 4 2 4 3 6 2 8 4 2 5 5 4 7 4 2 3 4 2 4 2 4 3 4 2 6 2 8 4 2 5 6 4 7 4 3 5 4 2 4 2 4 3 4 2 8 2 8 4 2 5 6 4 8 4 3 1 5 4 2 4 2 4 3 4 2 31.50 x 79.75 83.75 67.75 91.75 95.75 5 2 8 4 2 3 59.75 x 79,76 83.75 87.76 91.75 95.75 5 5 8 4 2 3 21.76 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 21.75 x 79.75 83.75 87.75 91.75 96.75 4 3 4 3 4 3 5 3 5 3 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 21.76 x 79.75 83.75 87.75 91.75 96.75 4 3 4 2 6 2 8 4 2 5 5 5 8 4 2 3 4 2 4 2 4 3 4 2 6 2 8 4 2 5 6 5 8 4 3 5 4 2 4 2 4 3 4 2 6 2 8 4 2 5 6 5 8 4 3 5 5 2 4 2 5 3 4 2 Approved as complying with the Florida 9°Whnqq Cant Date o' T l ?/ Zoo? NORM ell- "l/7f. IQ Miami Dade Product Contort Divlvitio / SA L Dr_ SSA ! ,), 4. 7 2 10 4 2 5 6 5 8 4 3 5 5 2 4 2 5 3 4 2 33.50 x 79.75 83.75 87.75 91.75 95.75 6 3 8 4 3 3 63.75 x 79.75 83.75 87.75 91.75 95.75 6 5 8 4 2 3 27.76 x 79.75 83.75 87.75 91,75 95.75 5 2 4 2 27.75 x 79.75 83.75 87.75 91.75 95.75 5 3 27.75 x 79.75 83.75 87.75 91.75 95.75 5 3 4 2 6 3 8 4 3 5 6 6 8 4 3 6 5 2 4 2 5 31 5 3 4 2 6 3 8 4 3 5 6 5 8 4 3 5 5 2 4 2 5 3 8 3 8 3 5 3 4 2 7 3 10 4 3 5 6 5 8 4 3 6 6 2 4 2 6 3 4 3 7 3 10 4 3 5 7 6 10 4 3 5 6 2 4 2 6 3 4 3 3550 x 79.75 83.78 87.75 91.75 95.75 6 3 6 4 3 5 67.75 x 79.75 83.75 87.75 91.75 95.76 6 6 8 4 3 5 36.13 x 79.75 83.76 87.75 01.76 95.76 6 3 4 3 36.13 x 79.75 83.75 87.75 91.75 95.75 4 6 4 7 5 7 5 7 6 36.13 x 79.75 83.75 87.75 91.75 95,75 6 4 4 3 6 3 8 4 3 6 6 5 8 4 3 5 6 3 4 3 4 3 6 4 4 3 6 3 8 4 3 5 6 5 8 4 3 5 7 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 7 5 4 3 7 3 10 4 3 6 7 6 10 4 3 5 7 3 4 3 7 5 4 3 7 3 10 4 3 5 7 6 10 4 3 5 7 3 4 3 7 5 4 3 1; . / 41, 37.50 x 79.75 83.75 87.75 91.75 95.78 6 3 8 4 3 5 71.75 x 79.75 83.75 87.75 91.75 95.75 6 5 8 4 3 5 5■ 36.75 x 79.75 83.75 87.75 91.75 95.75 6 3 4 3 38.75 x 79.75 83.76 87.75 91.75 95.75 8 4 8 4 7 5 7 5 7 5 38.75 x 79.75 83.75 87.75 91.75 95.75 6 4 4 3 6 3 8 4 3 5 6 5 9 4 3 6 3 4 3 6 4 4 3 7 3 10 4 3 5 6 5 9 4 3 5 7 3 4 3 7 5 4 3 7 3 10 4 3 5 7 6 10 4 3 5 7 3 4 3 4 3 4 3 7 5 4 3 7 3 10 4 3 6 7 6 10 4 3 5 7 3 4 3 7 5 4 3 Wraa9x Cols moil= 1070 rEl 00YD NOK0.4IIS, F[, 94879 P.O. BOX taro r40KOM(S R 34274 .�-- nwvptar ANCHOR QUANTITY LOAD ZONE TABLES Ts't ALUM. FRENCH DOOR & SIDE LITES, IMPACT - r "�o l Li1'/ Z Rcoe L. Clark, P.E. structure' Soot ex F.K o mt m18M7 Ate B RDp4fNGY:77839t�r. tl� RK. mwtex R K aak OMAN Wit 2/2410 7 A a.abdax J. J. A�7V80t15Eiw TABLE $i0rA&$4, D CHANGE TABLE 0, HEAD ZONE c'rOarMND COLUMN REFERENCE ADO ro6770ANCNOR TYPE a *me 01/07' Visibly Better 9 a 10 11005 1 B • 2X WOOD BUCK, NOTE 2 1 3/8" MIN. f XT. _._1 3/4" 3.4 KS MIN. CONC. MIN E.D. 1X WOOD : d BUCK, NOTE 2 1/4" MAX. SHIM E . WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3/41.1 MIN E.D.- DOOR HEAD (WOOD) 1 3 1/4" MAX. SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 ExT, 1X WOOD BUCK, NOTE 2 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 21 1X WOOD BUCK, NOTE 2 3/8" MIN. EXT. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, (CONC) 1 1/4 TYPE 1 OR 2 (CMU) NOTE 1 DOOR HEAD (CON‘q 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1/4" MAX SHIM 1/4" MAX. SHI .1 3/4" MIN, E.D. DOOR JAMB (WOOD) • • •:.% 3/4° MIN. E.D. 1.5 KSI MIN. CMU OR 2X WOOD 41 MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) CONC. ANCHOR, CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, E. NOTE 1 13/4" IVIN* • ... , • "E 1 3/4" MIN. E.D. 1 3/8" TYPE 1 1 314" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1 1 /4" TYPE 1 OR 2 (CNIU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM T 1 3/4" : MIN. E.D. 11•111111[111.11111111111. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. . 4. 1 3/4" MIN. E.D. WOOD ANCHOR TYPE 2 WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 EXT. lI EXT. 1/4" MAX. — SHIM 1 3/8" MIN. DOOR x WOOD 16V001(g) 2 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT 13 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. NOTE 3 MAX. OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/8" TYPE 1 1 3/4" TYPE 2 MIN. CONC. 2X WOOD BUCK NOTE 2 DOOR SILL (CONC) SIDE LITE SILL (WOOD) 1 3/8" MIN. E kir i C, a -----i::11. Mill=rlial -,., :. .: :•• 5 ..4. 3/8" TYPE 1 , • 3.4 KV MIN. . CONC. 1•.1 3/4" TYPE 2 .. 1/4" MAX. SHIM J 13/4" MIN. E.D. SIDE LITE SILL (CONC) 'Wad* aft A ppm,. t1 UN : Florida Ouitliog Coslc Dale Cr Zoo / Nom 25., /0 Mimi Dade POwluct Control Diti909 1.0.647 (I d P.IC Jc FJ RovEd Omni* Osobx 2/22/07 Dotx 9/18477 Nmilas MCC:HANDS TIASSHEET. Dor WNW fivoinkas A Dyad 4, spEa TYPE1. 4 2 PAM ONO* DETAIL& SPEC. TYPE 283 ON WOOD DETAILS. ADD ANCHOR TYPES TO NOTE 1. Dew 821/07 10701ECHNOLOOY ORME NOKOLM FL 34278 P.O. 0=1529 NOK0603. R..34274 Visibly Better ANCHORAGE DETAILS 7Ww ALUM. FRENCH DOOR & SIDE LITES, IMPACT tiefeAkeet F0101 NTS Ow* 10 10 c.ovrao. 11005-1 4 I/ 1, tfif/i4. Robert L. Clark. PE #39712 Structural BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCE CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 exp . low. The Miami -Dade County Product is other than Miami Dade County) reserve ranee purposes. If this product or material r the expense of such testing and the AHJ t or material within their jurisdiction. ined by Miami -Dade County Product req" meats of the applicable building code. esign " , to comply with the Florida Building MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gav/buildingcode Control Division (In Miami Dade County) an the right to have this product or material t fails to perform in the accepted manner, the m may immediately revoke, modify, or suspe BORA reserves the right to revoke this a Control Division that this product or materi This product is approved as described herein, a Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -750" Outswing Aluminum French Door w /Sidelites APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Side Lites, Impact ", sheets 1 through 12 of 12, dated 12/23/04, with revision D dated 01/25/10, prepared by the manufacturer, 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 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 revises and renews NOA # 07- 0103.02 and consists of this page 1 and evidence pages E-1, E-2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MM %t4I DADE COUNTY APPROVED NOA No. 09-1028.10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8000 -12, Sheets 1 through 12 of 12, titled "Alum. French Door & Side Lites, Impact ", dated 12/23/04 with revision D dated 01/25/10, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Mr Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" Laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94, 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4921, dated 07/17/06, signed and sealed by Edmundo Largaespada, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, 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 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4528, dated 02/14/05, signed and sealed by • undo Largaes • . • , ' . E. (Submitted under NOA # 05-0419.03) E -1 uel Perms E. Product Control xami er NOA No. I V -102 , .10 Expiration Date: February x , 2015 Approval Date: February 10, 2010 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4539, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 8. Test reports on: 1) Uniform Static Air Pressure Test, 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 aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4315, dated 09113/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02104 E -2 M : uel Per Product Control Ex - min r NOA No. 09-10 .10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite0 PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their "Vanceva Composites Glass Interlayer" dated 7/17/08, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance, dated October 22, 2009, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated October 22, 2009, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report No. FTL- 4921, issued by Fenestration Testing Laboratory, Inc., dated June 26, 2006, signed and sealed by Edmundo Largaespada, P.E. 4. Proposal No. 08 -1891 issued by BCCO, dated January 26, 2009, signed by Ishay Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0103.02, issued to PGT Industries for their Series FD- 750 Outswing Aluminum French Door w /Sidelites — L.M.I., approved on 03/15/07 and expiring on 02/24/10. E -3 Manuel P : .E. Product Control er NOA No. 09- 1028.10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM. B. 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .076 VANCEVA INTERLAYER. D. 7/18" LAMI CONSISTING OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7/8" LAM I.G. CONSISTING OF (1) UTE OF 3/18" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.090 PVB, 3/16" HS). F. 718" LAMI 1.0 . CONSISTING OF (1) LITE OF 3/18" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16° HS,.090 PVB, 3/16" HS). G. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7118" LAM{ GLASS ASSEMBLY INSIDE (3/16" A.075 VANCEVA, 3/16" H8). H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.075 VANCEVA, 3/16" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3, A A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3. CONFIGURATIONS: X, 0 XX, XO, OX XC XXO.OXX OXQ ,XXXX. XXXO, QXXX. OR QXXO WHERE Q REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE, ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, Ic DOORS OR A DOUBLE, ,M DOOR' BOTH USING EITHER THE STANDARD OR THE LOW -RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE , a„, AND Q UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. A CHORALE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 1 7. REFERENCES: TEST REPORTS: FTL -4311, FTL -4312, FTL -4315, FTL -4527, FTL -4528, FTL -4529, FTL -4530, FTL -4921 AND FTL -5941. ® ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Itw.Mr Oa F.RC 1W19N6 0 Rox100 Aft ROA= .R. 0012E04 0 wnae,: awe. wwnM ,."e8 d y, b 1 waw* FJC 12/23/00 L.T. AN0HORAG&OANA AOO AMMO'S 70PBBOTTOMRARt B F�[MAW/ALYBARB FM NO14IKKOMI THI88NEET 4/8/05 1070 TECHNOLOGY DRIVE NOXOMA FL84278 P.O. BOX 1848 NOKOMI8, FL 84274 GENERAL NOTES AND DRAWING MAP NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 6 PARTS LIST 7 EXTRUSIONS 8 -9 ANCHORAGE 10 -12 Ufa ALUM, FRENCH DOOR & SIDE L!TES, IMPACT breohMta FULLr w 12 8000 -11 kft'D FO780 NibpDIjCT RP:VSf;O,D air aoap Ma8 WA Om Paddy 2 Idf 0 Code Ace/puma JO SvIr tan Data. : id 2,0/5 07 J.JA. f Mla8i0.^r a Pmde Dnt�+ Robert L. Clark, P.E. PE #39712 Structural EXTERIOR 7/18" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS rte, 91 OR 92 GLAZING DETAIL 7/16" LAMI GLASS W/ PVB INTERLAYER 4- 6/8" GLASS BITE 7/16" NOM. — 3/16" ANNEALED OR HEAT STRENGTHENED GLASS --- .078 " VANCEVA INTERLAYER —3/16" HEAT STRENGTHENED GLASS x— 93 OR 94) 4- 6/8" GLASS BITE t INTERIOR EXTERIOR INTERIOR, SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 7/8" NOM. 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS EXTERIOR 6/8" GLASS BITE 7/8" NOM. 3/18" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .076 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 97 a�8 OR 98 INTERIOR EXTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 5/8" GLASS BITE INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER PRODUCT REVD es aaaap g*Rh.OasFlorida Cadu e p Moorozawoz 10 s DatE26/5 BY Prod CO*/roI Alkyd* PJL J.R. mower swim Raerelc F./C NO CHASM MIS MEET NO CHANGE 8HE9T NOCHANGES THIS 994HH7 4/810$ 1070TFCJINOLOGYPRNB NOKOMIB, PL 94276 P.O. BQX 1629 NOKOMIS, FL 34274 GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT eff F FULL 2 M 12 8000.11 D Robert L. Clark, P.E. PE #39712 Structural Table 1. Maximum Design Pressures (psf) Configuration Width (In) Allowed Glass Types Height (In) 3/4" e 78 3/4 (6) (7o) 83 314" (7) 314" 813!4" 95 314" ° (8 ) French Door X 3T' (3 °) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 xX 71 3/4" (6 °) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidelite Full Jamb 3611/16" A,E +70.0 -80.0 +70,0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100,0 Narrow Jamb 30 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 33 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 36 11/16" A, B, E, F +70.0 -80.0 +70,0 -80.0 +70.0 -80.0 +70,0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +99.9 -99.9 +95.3 -96.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Table la. Glass Type and Test Report Number A - 7/16" LAMI (3/16 "A,.090 PVB, 3 /16"HS) B - 7/16" LAMI (3/16 "H$,.090 PVB, 3 /16"HS) C - 7/16" LAMI (3/16 "A,.075 VANCEVA, 3 /18 "HS) D - 7/18" LAMI (3/16 "HS,.075 VANCEVA, 3 /16 "HS) E - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3116 "A,.090 PVB, 3/16 "HS) F - 7/8" LAMI I.G. (3/16"1", 114" AIR SPACE, 3/16 "HS,.090 PVB, 3/16 "HS) G - 7/8" LAMI I.G. (3/167, 1/4" AIR SPACE, 3/16 "A,.075 VANCEVA, 3 /16 "HS) H - 7/8" LAMI I.G. (3116'7, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16 "HS) FTL -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 F1L -4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 FTL -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 FTL -4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 OVERHANG HEIGHT NOTES: 1. IF USING THE OPTIONAL LOW -RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE ( +) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL -5941) OVERHANG LENGTH PIB1)DUCT REVIIS D se �� ebb dor Morons Aeroptenee �t Csdd expenelete 1 PJG 10/11L110 0 UPDATE TABLE 1 7045171 137007 ReNd3x Debt I�Wie ,I14. 031!209 0 ADDED NO70/10AORA74 FOR LOW RT3E$RL DAD BeMlae 0141//10 Rtlf18y. NO°HANQES 110$ 611587 JJL Deaner Tlieho Daeri 03x F.IG 1223/04 LT. 4/9/08 1070 TECHNOLOGY DRIV E N0110149,71 94274 A.O. $QX 1929 NOKOMIS, FL 34274 DESIGN PRESSURES rife, ALUM. FRENCH DOOR & SIDE LITES, IMPACT erlrM,m F0760 ear NTS 3 of 12 Dwepta 8000 -11 Ran D obert L. Clerk, P.E. PE #39712 Struoturel 7313/18" MAX. WIDTH 95 3/4" MAX. HEIGHT ALL 41 I OX OR X0 X 25" MAX. DLO ALL X UNITS 110 5/8" MAX. WIDTH 145 3/8" MAX. WIDTH OXO OXXO (SHOWING EACH VERSION SIDELITE) 713/4" MAX. WIDTH xx NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET 8. 3811/18" 3811/18" MAX. WIDTH MAX. WIDTH 25" 33 3/18" MAX. DLO MAX. DI.+ O (FULL JAMB) 0 (NARROW JAMB) 'I E)UC7 R 1 as a.49 A1Itf Rost* etaltling rx RMdayt Rovvd J.R .LR F.F.K. Vale faN2roo Rad.are e 0 R.rrk= 0 **dad Di; L.T. NOGWNOE n088IlEET NO OIUNGE f#30 8T N0 MANSES nos steer Otax 4/9/08 1070 7ECHNOLOOY DRIVE NOKOMI8, PL 34278 ao.egxls20 NOKOM10, FL 34274 EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0760 NTS 4 a 12 800041 D Robert L. Clark. P.E. PE #39712 Structural VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. DLO VERTICAL SECTION B OUTSWING HEAD — ORIGINAL VERSION TOP RAIL EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL ALTERNATE VERSION TOP RAIL MAX. DLO EXTERIOR INTERIOR MAX. HEIGHT ORIGINAL VERSION BOTTOM RAIL, ALTERNATE VERSION BOTTOM RAIL MAX, HEIGHT RINSE TTNM& SHOWALTEANATIE TOPANO607TOM PAIL E%TRUI3iWN. AODSD LOW WMSPILL VERTICAL SECTION D OUTSWING SILL 0707ECNNOI.00YDRIVE NOKOMIS, PL 94276 PA. BQX1616 NOKOMIS, PL 84274 VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT gab Baw b/IMPOs rtws 1/2 8 a 12 8000-11 D FD7C0 rnoaur, r R Y & W s compblen vwlth rtes Pert* elalah,n core A Eeplretton Date ay Waal 19111 Robert L. Ctark, P.E. PE 039712 Structural OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE DETAIL J SLAB AT GLASS BED DETAIL G STILES AT ASTRAGAL DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) NOTE: ASSEMBLY HARDWARE OTY (3), 11" FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR DETAIL E DETAIL 1 JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE PRODUCT R0:v D as eoeniim with the F7er}de 0 444* Ced9 A E phaeEon Bute (/ t_ AtM1a7f PX DMet 10/W06 FerwAlog B NOONANG8THI$sneer RMW Opt .GR. DOW RnObw O NOONAN.=7NI9SHIM' voitaft Dew tnm'so OAK 11/23/04 ReMdom: D NOCHANGE$ nos mum ecteesx L.T. DMZ 4/8/09 1070TEOHNOLOOYMVO NOxOMI* CL 91070 ao.Egx1529 NOxOM19 FL 31274 HORIZONTAL SECTION DETAILS rr: ALUM. FRENCH DOOR & SIDE LITES, IMPACT era4 F07D0 1/2 6 9 12 8000.11 D tc./. Robert L, Clark, P.E. PE #39712 Structural FD750 DOOR rl'8M 1 mg; I DESCRIPTION t raw MARMOT PARTS 1 8006 FRAME- HEAD &IBNOBJAMB 68006 2 8033* OUT- 8WIN0BILL 68033A 3 80040 OUT- SWINOSWLLCOVPR 69304C 4 8008 DRIP CAP 680118 5 ----- HEAD, SILL &JAMB WFATHORSTRIP(SCHLEIL) U8333711500 6 8007 SCREW COVER 68007 7 8009 INSTALLPLATB 68009 8 —•• •- FRAMBASS0NBLYSCREW#8Xl "PHQUAD 781PQA 48032 9 8032 ASTRAOAL END SEAL 10 8058 OUTSWINOSILL(LOW RISE) 48058 DOOR PANEL 5 -... —. HEAD, SILL& IAMB WE\THERSTRIP(SCIDLBOAL) U8333718500 20 8012 STILE 68012 21 8014 TOPRAII,(7HRBA1IED ROD DESIGN) 68014 22 8013 IiOTTOMRAIL,(FHRE OEDRODDEST0N) 68013 23 8017 TOPSWOI' 68017 24 8016 BOTTOM SWEEP 68016 25 •••••••- •- SWEEP SCRBWS. #4X1/2 "PHIL PH 26 8015 ASTRAGAL, ACITVB &INACTIVE 68015 27 812113 GEAR HINO JAMBSIDE 681210 28 8020A OBAR HINGE COVER 68020* 29 8018 GEAR HENCE BACK-UP PLATE 68018 30 8019A OEARMNO$DOORSIDB 68019A 31 7035. GEAR H IS, SPARING 68035 32 ••• -•-•» 013ARIRN00, 8E1'.SCRBW #6.326 U4" 33 ••••••••• -• (EARHINGE MTO. SCREW #12 63/4" TRUSS HD. 34 — DEAR ILDX114 MTO. SCREW 01261 12° TRUSS HD. 35 ----- THREADED ROD S/1648X36" 6TRODA 36 »•- ••••- FLANGED HEX NUTS/16.18 7990NL7 A 37 8039 TRUSS CLAMP 60378M 38 8043 2/8 GEAR LATCH MECHANISM (ASHLAND) ' 39 8030 LOCK BLOCK 48030 40 ---- -• LATCHASS'YSCREWS #8X2" SSP131LLTRED 781(27'PAX 41 8037 S/S SHOOT DOLT ROD (SULUVAN) 42 8045 STANDARD FLUSH BOLTS W /SBROD(SULUVAN) 43 8031 SHOOT BOLT GUIDE 48031 44 - --- SHOOT BOLT GUIDE& STRIKBSCREW 8.32 X3/8° S8 PHILL'IR Hu 78X38PPTX 45 80389. RIGHT- STRIKEP(ATBAT ASTRAGAL (ACTIVE HINGED LEFT) W5110.4361 46 8038L LEFT- STRIKBPiATEATASiRAOAL (ACITYEHINGED RIGHT) W51104461 47 STRIKE PLATE SCRBW58- 32X3/8" SS MIL TRHD 78X38PFTX 48 -- STRD03 IRATE MIDDLBSCREW 6.24X 12" PH 7612I'PFX 49 8036 S'IRIKBPLATEATHOLD &SILL SO HEAD STRIKE SCREWS 8S8XI2PHILLFH 78582AX 51 -•••- •»- $'I'RIKBPLATE8CRbW864SIL1.SS 8 X 12 PHILL UNDERCUT FH 78XI2PFHUX 52 8041 ACTIVBTRIM SET (ASHLAND) 53 8042 PASSIVBTRIM SET (ASHLAND) 54 8044 STAINLESS 8TIELPASSIVELOCK OAR (ASHLAND) S5 8014A TOP RAIL (A000LTDRUM) 68014A 4 56 8013A BOTTOM RAIL (1AOBOLTDEEM 68113A , 57 •---•» 5/16" x212" LAOBOLTS 7516L13OLTX 4 F0750 FULL JAMB SIDE LITE ITEM DWG# DESCRIPTION PUN 8006 FRAME -HEAD, SILL& JAMB 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 FRAMS ASSEMBLY SCREW 48 X 1" PH QUAD 781PQA 20 8012 STILE 68012 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 3S THREADED 0013 5/16.1B X 36" 6TRODA 36 FLANGED HEX NUT 5/16.18 7990NUrA 37 8039 TRUSS CLAMP 60378M 60 08 X3/4" PESO DRIVE TEK SCREW 78X34PSTW 61 8028 SIDE LITBIJFADTRIM 68028 62 8020 SIDE UTBJAMB TRIM 68029 FD750 NARROW JAMB SIDE LITE 8006 FRAME- HEAD & SILL 68006 4 8008 DRIP CAP 68008 6 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 PRAMBABSEMBLYSCREW 88 X 1" PH QUAD 78IPQA 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 THREADED ROD 5/1648 X 36" 6TRODA 36 FLANGED HEXNUI 5/16.18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 61 8028 #8X3/4 ° KIN DRIVE TEKSCREW SIDE UTE HEAD TRIM 78X34PSTW 68028 70 8010 FRAMI;JAMB ASSEMBLY KIT 68010 80 80330 FRENCH DOOR ASSEMBLYIIE1M 6803313 81 010-24 X 212' PH SCREW 82 010.24 HEX NUT 83 #12 X 1 U2" TR HDTEIL( SCREW 84 8056 SUBSILL(OPTIONAL) 68056 GLASS, BEADS & SILICONE 90 OLAZINOSEALANT, DOW CORNIN0899 983, 995 OR EQUIVALENT 91 7/16" IAMINATED GLASS (3/16" ANN.,.090 PVT', 3/16" ITS) 92 7/16" LAMINATED GLASS (3(16° 116.090 PRI 3/16" 118) 93 7/16" LAMINATED GLASS (3/16" ANN.,.075 VANCEVA, 3/16" HS) 94 7/16" LAM14ATBD GLASS (3/16" 116.,075 VANCEVA, 3/16" HS) 95 7/8" LAMI 1.0 (3/16" T,1/4" SPACE, 3/16" ANN.,090 PVB, 3/16' HS) 7/8" IAMI1.0 (3/16" T, 1/4° SPACE, 3/16' HS,.090PV8,3/16" HS) 97 7/8" LAM11.0 (3/16" T, I /4" SPACE, 3/16" ANN.,075 VANCEVA, 3/16" 118) 98 7/8" LAMI 1.0 (3/16" T, 1/4" SPACE, 3/16" HS.,.075 VANCEVA, 3/16" HS) 105 8022 BACK BEAD 68022 • 106 8026A SLBACKBEAD 68026A 107 7/16" BEAD 68023A 108 8024A 7/8' 10BRAD 60024A 109 1224 VINYL BULB WSTP (THICK) 6TP247 PRODUCT REVIEED sc cora9170R with the Tlerkle Bold8RECa49 Acrc74mcedNo Upbeat& tote Raid lir F.K D°Ix 861268 MVO Oslo+ 084090 X304 8 UPWIli IWO ADO ITEMS 484 M 67AIC 84. ADDOD LOW RISE 8LL N00680NGB8 THIS SHOT oar 1070ISGHNOLOOYDRIVE NOKOMIS, FL 84276 P.O. BQX 1820 NOKOMA8, FL 3427a PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT NA 7 a 12 8000"11 D F0760 it-1/1.2 Robert L. Clark, P.E. PE #39712 Structural 1.00 0 3.838m1 #8006 6063 -T6 0 FRAME, HEAD, JAMB AND SIDELITE SILL O#8009 6063 -T5 INSTALL PLATE T 1.938 i ----1 1.278 1-0— r —J`Ti T1'.' --- 3.636-- ----�I 2 #8003A 6063 -T6 OUT -SWING SILL .062 .7� --I .062 2.236 .583 T1 '---- 3.636 ---- 0.4 ® 10 #8056 6063 -T6 OUT -SWING LOW SILL 1.376 --- --.100 683 22 8250 #8013 6063 -T6 BOTTOM RAIL 8.260 #8013A 6063 -T6 56 BOTTOM RAIL, LAG BOLT DESIGN .060 U i -+� 1.363 !-*— 3 #8004C 6063 -T5 OS SILL COVER i /1 #8008 6063 -T5 �1 DRIP CAP .074 2,000 —�8 *- -- -3.990 20 #8012 6063 -T6 STILE 1.938 i 1.467 4,434 C) 8063 -T5 TOP RAIL #8014A 6063 -T5 55 TOP RAIL, LAG BOLT DESIGN 1-0--1.840--0.1 .060 23 #8017 6063 -T5 TOP SWEEP 1.160 I-_ J1 .040— "-T 6 #8007 6063 -T6 6 \ZI SCREW COVER 080 .797 1 #8016 6063 -T5 24 BOTTOM SWEEP 2.240 - --� 26 #8015 6063 -T6 ASTRAGAL PRODUCT REVISED as u r.'' 4 3 dkb.tbe Flarbdv Daidtag Cede N Rxpleatiou Dote Rosalie pYe RaMa n NC WSW 0 UPORA08IIEA10 m dR Rir47• .LR 07..)7 MIK F.K. 11'29/04 aaa 0R77A9 DNa 0108110 RMnka1: 01,0Wf030 BitLAND 0000N081017(9/ON Raisins O NOOHAN098 7108 SHEET chw ex AWE L.T. 4'8/08 1810780NNOLOGYVRIVE NOKokriA FL 01676 P.O. SOX 1620 NOKOM/8. R. 3074 ZXTRUSION PROFILES ALUM, FRENCH DOOR & SIDE LITES, IMPACT asMaAbOa 70760 Rrk 1/2 santr 8 o 12 8000.11 Rwi D Robert L. Clerk, P.E, PE 036712 Structural t_u__ 2.260 --� 27 #8021B 6063 -T6 GEAR HINGE, JAMB .07 A38 .622 61 #8028 6063 -T5 SL HEAD TRIM jzvi 886 742 .072 #8020A 6063 -T6 GEAR HINGE, COVER j 3.776 1 3`j26 .125 sa #8056 6063 -T4 SUBSILL, OPTIONAL 0 #8022 6063 -T5 #8026A 6063 -T5 O6 BACKBEAD SL BACKBEAD 4:2751.1 29 #8018 6063 -T5 HINGE, BACK -UP .076 �---- 2.438- ----^1 30 #8019A 6063 -T6 GEAR HINGE, DOOR 3.838---- ---M -� '70 #8010 6063 -T6 NARROW SL JAMB .760 /.046 .818 r -- #8023A 6063 -T5 10 7/16" BEAD .040 .437 867 k — #8024A 6063 -T5 I.G. BEAD .126 I-1.8f2-1 1.000 37 #8039 6063 -T6 TRUSS CLAMP .100 3.261 --T R 1.636 #8033B 6105 -T5 80 FD ASSY BEAM �^'- -- 2.313 ----►� .060 62 #8029 6063 -T5 SL JAMB TRIM P5 D CrI+ e a am:viva* WWI& WIdv Onee ?%It 2015 b tu FX WOW $ uPfwastralfd mono Owt Woe* AR OWNS O NisV O oreaft Oat Region: !R Oi/1WI0 0 &waft Ark' ad*E FJG 72/23/ 04 47. NOGIRNOEl4 THIS SHEET 70 TECHNOLOGY DRIVE NOKOMIS FL 942:5 evoZPA. 4820 I , FL 942T4 EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT trim 112 9 a 12 8000 -11 D zr /f Robert L. gfrk. P.E. PE #35112 Structural -11:1 11" JAMB ANCHORS 18.500" HT. QTY. MAX. 96 3/4" - (5) ,- O.C. 91 3/4" - (5) 87 3/4" - (6) 83 3/4" - (5) 79 3/4' -(5) 11" 1 DETAIL A (CONCRETE) ® (SINGLE PANEL) ANCHOR TYPES: 1 OR 2 -11- -TILL 11" JAMB ANCHORS HT. QTY. 96 3/4" - (8) 91 3/4" - (8) 87 we- (8) 833/4 " -(7) 79 3/4" - (7) 10.571" MAX. 11" ® DETAIL B (WOOD (SINGLE PANEL) ANCHOR TYPES: 2 OR 3 --► -16 "r 3" MIN. ATYP. II 6" 16171 i Ii 3" I '" HEAD & SILL 11" 3" MINN..� ANCHOR _ ATYP. CLUSTER (TYPICAL) 11 JAMB ANCHORS HT. QTY. 95 3/4" - (6) 91 3/4 " -(6) 873/4 " -(5) 83 3/4" - (5) 79 3/4" - (5) 18.500" MAX. o.c. 11" A DETAIL C (CONCRETE) SEE NOTE 5 (2 OR MORE PANELS) REGARDING ( ) APPLICABLITY ANCHOR TYPES: OF ENCIRCLED 1 OR 2 ANCHOR LOCATIONS - A (2) EQ. — SP. TYP. g -Ir.-3" 11 IIIDQI 1111 """ HEAD & SILL ANCHOR CLUSTER (TYPICAL) - r �1 0 I1tI (3) EQ. SP. TYP. 1111 Il 1111 1111 JAMB ANCHORS HT. QTY. 95 3/4" - (8) 91 3/4" - (8) 873/4 " -(8) 83 3/4" - (7) 79 3/4" - (7) HI ) 1 A DETAIL D (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 2 OR 3 ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A ANDS ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1/4" ELCO ULTRACON 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (G5) ® CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8° MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 1 3/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8" MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL 8, WOOD SUBSTRATE) HEAD AND SILL6" MAX. FROM FRAME CORNERS. JAMBS 11" MAX, FROM FRAME CORNERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL 0, CONCRETE SUBSTRATE) HEAD AND SILL 6" MAX, FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS....11" MAX. FROM FRAME CORNERS AND 18,600" MAX. 0.C. 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE) ® HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT 3 ", 6 ", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4 ". JAMBS 11" MAX. FROM FRAME CORNERS AND 10.671" MAX. O.C. 10,571" MAX. 11" Prod hp R 17r JR Mod is Oa* Red.kea J.R. 01/2110 D Owl Pp bap Padadap Oats: F.K 12/23/04 £.T. 418108 10/t2Aa8 MB: 08,72/09 rrex,ws B RnMW: 0 RUMMY NOM PBRYAININO mMCNORA09' OU191DBM-0 COUNTY. MISS ANOHORAG9 MUNSON MOREY/9BNOTES7. 91 R. POONAN9BDI138F£diT OIMNOED TAPOON'TO 'UL.7RACON'. 1070TECHNOLOGYDRIVE NOKOMIS, R $1278 P.O. SOX 1070 NOKOMIS, FL 34274 ANCHORAGE SPACING ALUM. FRENCH DOOR & SIDE L1TES, IMPACT AsoftgNa Row eortrafatolt $0161. 1/4 10 ., 12 8000 -11 D PRODUCT REVISED ee coapl•k, with the Pori& DmIelOR Cody .40.44••03 Iy - $ • Rob aft L. Clark, P.E. PE #311712 Slruotural A CONCRETE ANCHOR CONCRETE ANCHOR SEE NOTE 1 1/4" MAX, WOOD ANCHOR, 1/4" MAX. WOOD ANCHOR, OPTIONAL OPTIONAL SEE NOTE2 GROUT SEE NOTE 2 (NOTE 1) 1/4" MAX. GROUT, GROUT, ! ' SEE �y� SEE 1/4" MAX. NOTE 5 SEE NOTE 8 NOTE 5 11 r r--17-----,- ;J NOTE 1 1iPLIHJ 1 ] rri�p 4 ,. •:,::" ": ^•: :EMBED. t I M 3.d K$I MIN.;" ;; SEE ® 3 4 KSI MIN CONCRETE'' ;' , °' ' :1 °;•.:a:.. .ara,:,: NOTE 1 CONCRETE EMBED. SEE 1 NOTE 1 MIN. f"�'.^„" _ �� C M 2x WOOD, SEE 1 318" MIN. Yom.'." Q� a, 2x WOOD, SEE NOTE 3 ".. ;.�' ,t.. •,.,•.. ^;e.i.',j.r'` �_ NOTE 3 �� TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL t TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL ® (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) ( SUBSILL TO WOOD) C] EXTERIOR INTERIOR E> (ALL HEAD & SILL SECTIONS) t , + 3 4 KSI MIN } • : EMBED. • KSI MIN }•4 EMBED. M1 t' 7 CONCRETE " . NOTE ® It 1 318MIN�E_ � h3.4 SEE _ SHIM WOOD 'YONCRETE `% • NOTE 1 L___ rM- _.2x n 1x WOOD -- -- ■.[ \�-..- ..- .._._... , r....a-� J ' MAX. � MAXILU1i!I _.0 T, _ SEE NOTE 3 _ ...... .-- ..._..... ,, �_ - 1/4" MAX. SHIM 1. . --t_ r939I UCT REVISED eoObp6$!(Wt; Wittl.Ibe Rler d Raft Co` °, *4 to : to Bs6tFaa 18aee ;: -.F1Y 01$ ' � 12IP ". [ / /;- "' r ' rr. CONCRETE ANCHOR, SEE NOTE 1 `7l .� SHIM ®CONCRETE ANCHOR SEE NOTE 1 TYPICAL DOOR & SIDE WOOD ANCHOR SEE NOTE LITE HEAD 2 NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 1/4" SS4 CRETE - FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". MIN, EMBEDMENT: 1/4" ULTRACON -1 3/8 ",1/4 "SS4 CRETE -FLEX -1 3/4". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4° SS4 CRETE -FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 8083 -T5 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED NON - SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY S UPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. /1// 1 /� / Z ,C " Robert L. Clerk, P.E. PE #38712 structural FA 161200 Rettoim 0 UP047BNWHORAOSANDNOTES 1070 rKOHNOW34278 NONOAItB FL9f?TB P.O. SOK WM NOKOMIS PL $4274 A�ICHORACaE DETAILS ft/M00)7 .ut aft 090000 > •CNANOSO O ms sloPOVND.om ADDi DSOE OBaW.corm.moRQAn=pews. 7AAOON' 70 Aq.iRaCON: r � -, � t tAa ALUM. FRENCH DOOR & SIDE LITES, IMPACT Revamp J.R. °Mv? 0106'10 RBY"0t O ObeferOH RIG Doke 42/23104 ObaastIOF L.T. Cebu 443108 OsamModek F0760 see: _ 1/4 11 0 12 p, 1kt 8000 -11 �„ o <IR EXTERIOR INTERIOR (ALL SILL SECTIONS) • CONCRETE AANCHOR SEE NOTE 1, i; 1/4" MAX, SHEET 11 GROUT, SEE NOTE 5,1„. SHEET 11 A, EMBED. SEE NOTE 1, SHEET 'tag iiP9NPRgIg TYPICAL DOOR SILL (DIRECT TO CONCRETE) INTERIOR (ALL JAMB SECTIONS) EXTERIOR EMBED. I n SEE NOTE 1, SHEET 11 3.4 KSI MIN. CONCRETE:: CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 1/4" MAX. GROUT, SEE NOTE 5, SHEET 11 OPTIONAL 1/4" MAX. SHIM-1.4 -.0— ,S. KSf '• ass NoTE •!•;OONCRETEi. SHEET 11 OPTIONAL DOOR SILL (SUBS(LL TO CONCRETE) t CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 EMBED, 4#3, SEE NOTE 1, HEET 11 3,41<51 NUN CONCRETE • • .;,.* . OR 1.5 KSI MIN. CMU 1x WOOD , . SEE NOTE 3„. SHEET 11 • 1/4" MAX SHIM WOOD A ANCHOR SEE NOTE 2 sfteEr 14 1/4" MAX. GROUT SEE NOTE 5, SHEET 11 1 13" t MIN. 44a TYPICAL DOOR SILL (DIRECT TO WOOD) CONCRETE A& ANCHOR, SEE NOTE 1, SHEET 11 NIL la 41(IfilfiliffIlitillIff I 1111111■1•01114 TYPICAL DOOR & SIDE LITE JAMB 2x WOOD, SEE NOTE 3, SHEET 11 WOOD ANCHOR, SEE NOTE 1, SHEET 11 1/4" MAX. GROUT. SEE NOTE 5, SHEET 11 1 13/8" MIN. OPTIONAL 2x WOOD, SEE NOTE i=,_ SHEET 1.1= OPTIONAL DOOR SILL (SUBSILL TO WOOD) CONCRETE hS, ANCHOR, 1 3/8 SEE NOTE 2, " MIN, SKEET 11 IIF 1/4" MAX. SHIM Pnoincr siEVLEED ai cum eels the Markle kktkflag Ateoellstlio Satsleattaa 10 10)5 .dg' di • Itsvelis Dow Rai**. P.16 10,1038 0 NEW 81tr. AtIIMISSILL AND ATERMAINTOP&801T044 RAIL verwatcaus firaveys 3041 "M..° tHANGEOMINICETIOFOIMRETIL 4R. 0982479 a AMMO 1,00WRIEW 63.1 OVA REORGNIZEODETNIA Rowe* OM+ Rob** Alt O?,2W10 0 NO CHANGES 71118 SHER' Orramilp Oft ChWd8). Oft FK 122$.114 Lr. 4/8/01 1070 TECHNOLOGY LOWE N0KOMIS FL ;4276 OQX MOP NOK014(8, (1,34274 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Erdeafive F0750 1/4 these 12 a 12 Sktoti;Na 8000-11 Ron 0 Robert I.. Clark, P.E. PE 439712 Structural