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RC-11-1008Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 182529 Permit Number: RC -6 -11 -1008 Scheduled Inspection Date: December 10, 2012 Inspector: Bruhn, Norman Owner: GUGUEN, ALICE Job Address: 10601 NE 6 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number (786)271 -5714 Parcel Number 1122310120020 Building Department Comments INTERIOR REMODEL LAUNDRY ROOM, 2 BATHS AND KITCHEN REMODEL On Hold per contractor see letter in file. NB 12/15/2011 - MUST HAVE SIGNATURES FROM HOME OWNER IN FILE FOR PERMIT #PL11 -2158 AND EL11 -2191 OR MUST HAVE POA FOR MAXIME GERVAIS. 19/1Q/9n11 - RFCFIVFr) P( A 12/27/2011 - CHANGE OF CONTRACTOR OWNER- BUILDER. Infractio Passed Comments INSPECTOR COMMENTS False TO Inspector Comments ('I�ptm REINSPECTION FOR INSP- 182497. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Cs� December 07, 2012 For Inspections please call: (305)762 -4949 Page 24 of 41 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: BUILDING G Permit No. Master Permit No. 1L l 1 t COY- OWNER: Name (Fee Simple Titleholder): 14-4._ r'. C-,0 C U - ► Phone #: IS 21-0 CI- et Address: C `A- ■Y City: State:iC Tenant/Lessee Name: Zip: Phone#: Email: JOB ADDRESS: ,1 o e* r .� �i p 6 City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes (1") Flood Zone: Zip: 3R e CONTRACTOR: Company Name: Phone #: 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: $ J V &DO Square/Linear Footage of Work: Type of Work: OAddition Description of Work: er lAlteration ONew tl ❑ " epair/Replace • De • olition aNcar, CF ( OT (Z2-C t ' ***** ** ********* +x***** **** ****31t******** Fees* **x:******** ********** * **** ***:x*** ********** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 71° 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, 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 insp tion which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no be a #proved and a reinspection fee will be charged. (0. Signature \1 i Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of "� , 20 , by &A UL. (. l ti , day of , 20 _, by who is personally known to me or who has produced rtii C) 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: \\`��`'11f1.1.1.1 . /.1.j /n ,, NOTARY PUBLIC• \\� \-\\S S I /p� /. • Sign: 0 06 2012 . % Sign: Print: = NOTARY PUBLIC 1 = Print: My Commission Expires: N. C O m m i 5 S I on #•' My Commission Expires: %, x.....00765901..• sr Y P ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY 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 CHANGE OF CONTRACTOR / ARCHITECT Permit N. Owner's Name (Fee Simple Title Holder): 4 (>lce C C Q-ir Phone #: 8 G -1 Owner's Address: e_C, cA 0'4E_ 6 1 City: State : L Zip Code: ?3 -(,Z Job Address (Of where work is being done): '406 a✓1 )‘,-)V City: Miami Shores State: Florida Zip Code: c3 .( Contractor's Company Name: Phone #: Address: City: State: Zip Code: Qualifier's Name : Lic. Number: 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 o /unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. Signature owner or Agent The foregoing in ment was aknowledged before me this j day of OQC ,2011,by �Z- pat Who is personally known to me or who has produce Notary Public: Sign: Seal: \ \ \0 `x<<�, al}cIpn6fication. `\��• v e r8 i/i s moo: %/// sr...,.. ®' \\\`''�. fiA Signature Contractor or Architect The foregoing instrument was aknowledged before me this day of , 20 by who is personally known to me or who has produced as indentification. Notary Public: Sign: Seal: 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: \Ct' C (-, DATE: ",l ? /2,0 1 ADDRESS:. ? D G e., `� (� : \�`� �L 1 18 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 /`C 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 AL 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 AC 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 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 All (� 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.myfloridalicense.com /dbpr /pro /cilb /index.html Initial A6 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: 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. n 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 20111 day of .DPCs2rASek. , 20 1\ By 4 L`C/C— who was personally known to me or who has Produce ere License or L,( 10 YT ER as identification. \\ \ \ \ \" 1.1111",/,,, � \$ t i t� ,�i�i •41 NCI IJ 0� um'\5$104 e� . DD1659 ••' �0�,. Miami Shores Village pgaraNn Building Department 0EC 2 0 2011 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 tt'� PP Permit NoLLEI I-- 3L4P BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): j L i C_.,t_ Address: , /` � k City: ¢1.i Tenant/Lessee Name: State: Master Permit No. (111 ` I G tJ i'11©w .g D c a Q.1 Phone#: 48k:„ ? `k.1 Zip: SS) Phone #: Email: JOB ADDRESS: O C.0 J 6' u� City: Miami Shores County: Miami Dade Zip: R`3.-4 2 Folio/Parcel #: Is the Building Historically Designated: Yes Flood Zone: CONTRACTOR: Company Name: CD R.) N Q Phone #: 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: $ 2. Square/Linear Footage of Work: Type of Work: Addition OAI ration New ORepair/Replace 1 ODemolition Description of Work:� ,�,� kill R k, z _ c CO -T c 1c2. ***** *************** ** ************** ***Fees* :*+ x**x: ************* *** **+x**********a:+x**** Submittal Fee $ Permit Fee $ 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 inspe4�tt' ion which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will y of ,i e approved and a reinspection fee will be charged. Signature Owner or Agent Signature � / , Contractor The foregoing instrument was acknowledged before me this ' (D The foregoing instrument was acknowledged before me this day of 1 L_ , 20 t k, by ALA C ��44=1;40, day of , 20 _, by who is personally known to me or who has produced ='IJ 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: \00 \ii1 HA /2k //, Sign: !� X r Sign: Print: _ ` �a f�� 6/• ci / °� _ Print: My Commission Expires: _ i G°�j�/ f Pvg/ /( = My Commission Expires: .,FO 0/ + x�: �x* x: a��x�x m�xs=s=�x�xm.** ***** *�x **** * *** ` r�4 k0 : tvo** �x* a��x�x�x* x�x��x�xx�* x�x�x�x�* x��xx�= kx�* ***a��xx��x+xx:�x+x *+xx�** **�:+ ***mix *�xx�x� *x *** �rnIulii\11�,1 APPROVED BY /42,2fLi/ 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 OWNER BUILDER DISCLOSURE STATEMENT NAME: /'-� �� , C, Cu vie DATE: J2 /2)tt ADDRESS: pa C ,A,v+t 4tjt3vk fiL %11.1g 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. f 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 A- G 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial A 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 A (9 7. I understand that ft 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 ,4 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 : /lwww.myforidalicense.com/dbpr /pro /cilbfindex.html Initial A 6 11. 1 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 6 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 contractors 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 owners 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 201 day of 20 11 By AUK CoiU(Qtf 3 who was personally known to me or who has there License or as ident�f o� 0n,.,,�� Pcleni °Ad r� , �.� � 7 ,EXp�;• � ode fs 7- �••.40j�sso ��G�! ......-•••'h w� OWNER 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 / ARCHITECT Owner's Name (Fee Simple Title Holder): Owner's Ad r�ess City: tk & Job Address (Of where work is being done): City: Miami Shores .oG0 Phone #: State : Zip Code: State: Florida Zip Code: 3 ��12 Contractor's Company Name: Phone #: Address: City: State: Zip Code: Qualifier's Name : Lic. Number: 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 o nwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. Signature owner or Agent The foregoing instrument was aknowledged before me thi re day of `7 ,201( ,by At i ,t Who is personally known to me or who has produced as indentification. Notary Public: Sign: Seal: Signature Contractor or Architect The foregoing instrument was aknowledged before me this day of , 20 by who is personally known to me or who has produced as indentification. Notary Public: Sign: Seal: Alice Guguen 10601 NE 6th Ave Miami Shores, FL 33138 December 9th 2011 To Marcio Silva, President of Belavista Contractors Inc. (later referred to as "Belavista ") I, Alice Guguen, by the present letter state the agreement we had which was not respected and therefore constitutes a breach of contract. On November 30th your contact Eduardo Cunha agreed to have the windows installed by December 2nd. He then affirmed that he could not complete the installation due to some technical issues. It was then agreed that all windows would be installed by December 9th 2011. Since December 6th Eduardo did not show up to complete the job; I then learned that he had left for Brazil without informing me or my husband. Al Castro, your other contact came to see my husband and proposed to install the windows for an additional amount, clearly going against the agreed contract. To this day we have no solution or proposal as to how to proceed. Since December 2nd to this day the agreement has still not been fulfilled, this represents a clear breach of contract. Also note that the construction site was abandoned by your contacts unsecured with construction materials on site worth up to $35k. In order to secure the property and because neither Mr. Cunha nor Mr. Castro fulfilled their responsibilities and promises, we are proceeding with the installation of the said windows by hiring another contractor whom will be remunerated in Belavista and its team's place. Regards, Alice Gug en Alice Guguen 10601 NE 6th Ave Miami Shores, FL 33138 December 20th 2011 To Marcio Silva, President of Belavista Contractors Inc. (later referred to as "Belavista "j, and Handyman technician its representant. I, Alice Guguen, by the present letter terminate our contract based on the fact that you still have not responded to our certified letter sent on December 9th 2011. In this letter I stated the breach of contract due to the non completion of the job in the agreed time as well as the fact that your contact did not only fulfill his promise, but also left the country for a prolonged period of time while we were expecting him on the site to work until December 20th as promised. The period of 10 days between the 1st letter sent to you to ensure you were aware of the situation and today constituted more than a reasonable timeframe to get back to me or my husband to provide us with your plan, the fact that we have not received any news clearly states that you have no intention to finish the job in a timely manner. In order to stop incurring additional cost due to the delays of the project I am terminating our contract. Regards, Alice Gug ► en F } O 3Nn 031:100 11 % O10�`553HOOVNini3tl 3H1: o S 7HCm 3H1A1.3dO73AN3 dO d011Y U 3IIS? 3 d rlrPLETE THIS SECTION �� r'�� d ON DELIVERY 1s 1, 2, and 3. Also complete kil ,=-::, y toted Delivery is desired.`+ .re and address on the reverse .,., alai we can return the card to you. • Attach this card to the back of the malipiece, or on the front if space permits. 1. Article Addressed to: A\ ax.c.so Stivc'�. coo ls1-o oc °s Li &Q.-6 Hui 3Od C ride . Coe.c t uir C 1,e_alc . 3c3 address different from Item If YES, enter delivery address below: 0 No 11,r.41,114 hi it 11 Y_< 3. Service 1'pe i9 Certified Mail 0 Express Mall 0 Registered 0 Return Receipt for Merchandise 0 Insured Mall 0 C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number (Transfia.tmma 7011 15770, 0002 42i, . PS Form 3811, mastic Retum Receipt 102595-02-M-1540 RECEIVED DEC 1 P 20I1 DURABLE POWER OF ATTORNEY I, Alice Guguen, residing at 10601 NE 6th Ave, Miami, Florida 33138, hereby appoint Maxime Gervais of 10601 NE 6th Ave, Miami, Florida 33138, as my attorney -in -fact ( "Agent ") to exercise the powers and discretions described below. This Power of Attorney shall not be affected by my subsequent incapacity. My Agent shall have full power and authority to act on my behalf but only to the extent permitted by this Special Power of Attorney. My Agent's powers shall include the power to: 1. Manage, insure, improve, repair, collect rents, execute leases, or take any other action that a landlord might take, with respect to any interest of mine in real estate located at: 10601 NE 6th Ave Miami Shores, Florida and legally described as GOLF VIEW EST CORR PLAT PB 41 -58 LOT 3 LOT SIZE 94.000 X 150 OR 17231 -0719 0696 1 2. Prepare, sign, and file documents with any governmental body or agency. 3. Provide for the support and protection of myself, my spouse, or of any minor child I have a duty to support or have established a pattern of prior support, including, without limitation, provision for food, lodging, housing, medical services, recreation and travel; I hereby grant to my Agent the full right, power, and authority to do every act, deed, and thing necessary or advisable to be done regarding the above powers, as fully as I could do if personally present and acting. Any power or authority granted to my Agent under this document shall be limited, to the extent necessary, to prevent this Power of Attorney from causing, (i) my income to be taxable to my Agent, (ii) my assets to be subject to a general power of appointment by my Agent, or (iii) my Agent to have any incidents of ownership with respect to any life insurance policies that I may own on the life of my Agent. My Agent shall not be liable for any loss that results from a judgment error that was made in good faith. However, my Agent shall be liable for willful misconduct or the failure to act in good faith while acting under the authority of this Power of Attorney. A Successor Agent shall not be liable for acts of a prior Agent. My Agent shall not be entitled to any compensation, during my lifetime or upon my death, for any services provided as my Agent. My Agent shall not be entitled to reimbursement of expenses incurred as a result of carrying out any provision of this Power of Attorney. My Agent shall provide an accounting for all funds handled and all acts performed as my Agent as required under state law or upon my request or the request of any authorized personal representative, fiduciary or court of record acting on my behalf. This Power of Attorney shall become effective immediately, and shall not be affected by my disability or lack of mental competence, except as may be provided otherwise by an applicable state statute. This is a Durable Power of Attorney. This Power of Attorney shall continue to be effective until March 31, 2012. This Power of Attorney may be revoked by me at any time by providing written notice to my Agent. Dated Hatch ?X *h , 2,011 , at Miami, Florida. Name: City: State: C.1-11&11 E. PausP ALA: q mac, y‘:;s Witness Signature: � OUIAATht Name: kW/ APJ 1,001 4.1to City: ells■ State: 1 1,0 U. QA STATE OF FLORIDA, COUNTY OF DADE, ss: The foregoin instrument was acknowledged before me this da of , aA V by Alice Guguen, who i • ersonally known me or who has produced as identification. C.. Signature of person taking acknowled a ent Ca N y�•, DANIELA PELLICCIOTTI „ prii x;�r 1 O12 (401) 398-0153 FlailaNuta yService.COm WITNESS ATTESTATION The foregoing power of attorney was, on the date written above, published and declared by Alice Guguen in our presence to be his/her power of attorney. We, in his/her presence and at his/her request, and in the presence of each other, have attested to the same and have signed our names as attesting witnesses. Notice to Person Executing Power of Attorney: A Power of Attorney is an important legal document. By signing the Power of Attorney, you are authorizing another person to act for you, the principal. Before you sign this Power of Attorney, you should know these important facts: Your Agent (attorney -in -fact) has no duty to act unless you and your Agent agree otherwise in writing. This document gives your Agent the powers to manage, dispose of, sell and convey your real and personal property, and to use your property as security if your Agent borrows money on your behalf, unless you provide otherwise in this Power of Attorney. Your Agent will have the right to receive reasonable payment for services provided under this Power of Attorney unless you provide otherwise in this Power of Attorney. The powers you give your Agent will continue to exist for your entire lifetime, unless you state that the Power of Attorney will last for a shorter period of time or unless you otherwise terminate the Power of Attorney. The powers you give your Agent in this Power of Attorney will continue to exist even if you can no longer make your own decisions respecting the management of your property, unless you provide otherwise in this Power of Attorney. You can change or correct the terms of this Power of Attorney only by executing a new Power of Attorney, or by executing an amendment through the same formalities as an original. You have the right to revoke or terminate this Power of Attorney at any time, so long as you are competent. This Power of Attorney must be dated and must be acknowledged before a notary public or signed by two witnesses. If the Power of Attorney is signed by two witnesses, the witnesses must be mentally competent and they must witness the principal's signing of the Power of Attorney or (2) the principal's signing or acknowledgment of his or her signature. A Power of Attorney that may affect real property should be acknowledged before a notary public so that it may easily be recorded. You should read this Power of Attorney carefully. When effective, this Power of Attorney will give your Agent the right to deal with property that you now have or might acquire in the future. The Power of Attorney is important to you. If you do not understand the Power of Attorney, or any provision of it, then you should obtain the assistance of an attorney or other qualified person. Notice to Person Accepting the Appointment as Attorney -in -Fact: By acting or agreeing to act as the Agent (attorney -in -fact) under this Power of Attorney, you assume the fiduciary and other legal responsibilities of an Agent. These responsibilities include: 1. The legal duty to: act solely in the interest of the principal; act loyally, with care, competence, and diligence; and avoid conflicts of interest. 2.The legal duty to keep a record of all transactions made on behalf of the principal, including the responsibility to produce receipts, ledgers and other records of all deposits, disbursements or other transactions involving the principal's assets or indebtedness. 3.To cooperate with the principal's Agent for health care decisions, should the principal appoint such an Agent, in making decisions in accordance with the principal's desires or in the best interest of the principal if the principal's wishes are not known. 4.The legal duty to preserve the principal's estate plan, if one exists, and the principal's desires for such plan to be preserved. 5.The legal duty to keep the principal's property separate and distinct from any other property owned or controlled by you. 6.The legal duty to terminate actions as Agent (Attorney -in -Fact) under this Power of Attorney upon the occurrence of any of the following: a.Principal's death; b.Revocation of the Power of Attorney of principal; c. The arrival of any date stated in the Power of Attorney; which states the termination of the Power of Attorney, if any; or d.No additional action is required under the Power of Attorney. 7.If you are the spouse of the principal, the Power of Attorney terminates upon legal separation or dissolution of the marriage. 8.You may be held responsible and liable for any intentional actions which violate or abuse your authority under this Power of Attorney as provided by the state and federal laws governing this Power of Attorney. 9.You have the right to seek legal advice if you do not understand your duties as Agent or any provisions in the Power of Attorney. You may not transfer the principal's property to yourself without full and adequate consideration or accept a gift of the principal's property unless this Power of Attorney specifically authorizes you to transfer property to yourself or accept a gift of the principal's property. If you transfer the principal's property to yourself without specific authorization in the Power of Attorney, you may be prosecuted for fraud and/or embezzlement. If the principal is 65 years of age or older at the time that the property is transferred to you without authority, you may also be prosecuted for elder abuse under Penal Code Section 368. In addition to criminal prosecution, you may be sued in civil court. I have read the foregoing notice and I understand the legal and fiduciary duties that I assume by acting or agreeing to act as the Agent (attorney -in -fact) under the terms of this Power of Attorney. Date: Maxime Gervais This document was prepared by: Alice Guguen 665 NE25th St, Apt 1605 Miami, Florida 33137 Self BELA VISTA CONTRACTORS, INC. 4826 NW 53RD CIRCLE COCONUT CREEK, FL 33073 954 -448 -0022 PH 954 - 427 -5462 FAX LIC# CGC1508411 Miami Shores Village Building Department 305 -795 -2204 ph 305 - 756 -8972 fx Cc: Permit# 11 -1008 10601 NE 6th Avenue Miami Shores, FL 33138 rp(7.”TgWa71 la DEC 1 5 a i l U BY:® ® ®® - ©-- - - - -- December 14, 2011 This letter is to place a request to hold on permit listed above for inspections under my company until future date to be schedule; only by my request as the qualifier of the company. I really appreciate your attention to this matter. Sincerely, Marci„ C. Silva 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 Nos Master Permit No. r''°C' t — I OT 6-- Permit Type: BUILDING ROOFING QQ OWNER: Name (Fee Simple Titleholder): tlifx°i a a i ' #4i cC �� u &OSP Phone #: `1-O 6 7 3-1 SIlit Address: - 106 0 ..1 0`1 6 A- .i f? City: ■ al--cs--% t Slk nasS State: =.1 .∎ 9 A Zip: 313 V Tenant/Lessee Name: „i- Phone #: Email: 1-A (_, avek C DE -rod 12,4-ory (ID JOB ADDRESS: City: _4e6o N (1 k1C- Miami Shores County: Miami Dade Zip: 33 7,1? Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: NO Flood Zone: b.O Um- ..) 3'rA CirPv"[ A fkr__ $,i1g4e. Phone #: qT � Address: ? 6 't9 c t aCL City: Cot 0 Ds ai "4 CAE. k State: 1 L- Zip: rij?N(Nek- 3 Qualifier Name: L4 L- C4A4971.0 1 ebs Mkr*1 e a N tis Phone #: etc-4 5sg + )(4601 State Certification or Registration #: C. tj C, �fcirfig It 11 Certificate of Competency #: Contact Phone #: q 4 4/1i CO? Email Address: DESIGNER: Architect/Engineer: ir,( %.to G,N31 Phone#: 5 -6 ( '� It c7, Z' Value of Work for this Permit: $ Type of Work: ❑Addition ❑Alteration Description of Work: 51-8 �62f Square/Linear Footage of Work: ❑New ❑Repair/Re . lace ❑Demolition ILAtiv ******** * * * ** * * **** * * ** * * * * * * * * * **a ** ** ************ * * ** * * * ** ** ** * * * ** * ** * * ***** * ** Submittal Fee $ Permit Fee $ 7 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ L.) S6� 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 ab nce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this 1 day of NW ,20 U, ,by f► Vim' sC.1m i!5 , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: , r • Sign: Print: My Commission Expires: APPROVED BY 4 ..... /J "tiff 1!1111`, Signature /� I/ 'W Contracto .The foregoing instrument as acknowledged before me this day of 2Valen9 Jumam, 21 ) ( , by fl tQ.VC c'5 ( S 1 Iva, who is personally known o me or who has produced 1L 13L oath. / /// ` PPlans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Print: Des -1 ri (_� 0 rn i L My Commission Expires: C, U- - 2 _ 2011 / Zoning Clerk ACORD M. CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 08/30/2011 PRODUCER Phone: (954) 946.0622 Fax: (954) 946 -0623 ATLANTIC INSURANCE CENTER POST OFFICE BOX 2063 POMPANO BEACH FL 33061 -2063 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 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED BELA VISTA CONTRACTORS, INC. 4826 NW 53 CIRCLE COCONUT CREEK FL 33073 INSURER A: MId- Continent Casualty Co. INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES 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 AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADM INSRL TYPE OF INSURANCE POLICY NUMBER POUCY EFFECTNE DATE (MM/DDIYY) POLICY EXPIRATION DATE(MMIDDIYY) UMITS A NO GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY 04GL000826265 07/19/11 07/19/12 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED PREMISES (Ea (ccurence) $ 100,000 CLAIMS MADE X OCCUR MED. EXP (Any one person) $ excluded PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG. $ 2,000,000 7 POLICY 1 1 PRO- [1 LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ — _ BODILY INJURY (Per person) $ — _ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ — GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA UABILI Y EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? M yes, describe under SPECIAL PROVISIONS below I oRY ILMrrS I 1 OTHER E.L. EACH ACCIDENT $ E.L. DISEASE -EA EMPLOYEE $ E.L. DISEASE- POLICY LIMIT $ OTHER: DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS ATE HOLDER CANCELLATION Village of Tequesta 345 Tequesta Dr Tequesta, FL 33469 -0273 Attention: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Tad Webster ACORD 25 (2001/08) Certificate # 17059 ©ACORD CORPORATION 1988 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 10601 NE 6 Avenue Miami Shores, FL 33138- 1122310120020 Block: Lot: PETER CARUSO Owner Information Address Phone Cell PETER CARUSO 10601 NE 6 Avenue MIAMI SHORES FL 33138 -2051 Contractor(s) Phone BELA VISTA CONTRACTORS, INC. 954/448 -0022 Cell Phone Valuation: Total Sq Feet: $ 57,190.00 1634 1 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: INTERIOR REMODEL Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: , Bond Retum : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Work without Permit Fee Total: Amount $34.80 $25.74 $25.74 $11.60 $1,715.70 $60.00 $60.00 $30.00 $46.40 $1,715.00 $3,724.98 Pay Date Pay Type Invoice # RC -6 -11 -41094 09/02/2011 Check #: 230 06/02/2011 Cash Amt Paid Amt Due $ 3,674.98 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Tie Beam Bond Beam Window Door Attachment Slab Termite Letter Framing Insulation Drywall Screw Trusses Plan Submittal Roof Sheathing Spot Survey Wall Sheathing Rake Beam Footing Window and Door Buck Roof Trusses Density Fill Cells Columns Wire Lathe Final Building Declaration of Use , 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. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy September 02, 2011 Date September 02, 2011 1 Colle 111- maz.cio 816111 -MAX iPl.(-3 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. 0 t BUILDING PERMIT APPLICATION FBC 20 OWNER: Name (Fee Simple Titleholder): Address: City: JUN 0 %1 2011 Li Master Permit No. ROOFING I SCE C� v6 v&-)V 2060! VE 6 Af �� t i /4i/ S 4'711 -6C State: °- Q1n , JCI _ o SS3 - ciA Zip: g3 e Tenant/Lessee Name: Phone #: Email: 10 roc 6 c�v6 JOB ADDRESS: I City: Miami Shores County: Miami Dade Zip: 3 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: %CA- Iii,CC4A CSI' tptr4 -C2 OT /k& Phone #: / 0700�� Address: 424 NW 5 C- � CL€ �/� City: (a f,� C V r /SSAtaatee: r`, Zip: 3O �� Qualifier Name: fr y 6I � V A Phone #: 5? ya 75 �, State Certification or Registration #: C� C g O '/ ? 1 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: '% /TO �?,� Value of Work for this Permit: $, Ii);; :, _Square/Linear Footage of Work: Type of Work: ❑Addition 4346teration UNew ORepair/Replace UDemolition. Description of Work: P o Ll oi �k e �-� ******* ****** ***** ************+x******** Fees**** *** ********* ****** **************** * *** ** Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ l Permit Fee $ ,�J CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ a 7 /S=- Structural Review $ dD" - h d • 1' m ? l D' 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 inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted otice, the inspection ill not be approved and a reinspection fee will be charged. Signature. \ ��,x �� ---- Signature Owner or Agent The foregoing instrument was acknowledged before me this c2,4 day of , 20 11 , by MAC 67 V4 vC 1'V , who is NOTARY PUB Sign: Print: //17,111 Cont : ctor The foregoing ins ent was acknowledged before me this3 D day of ii , 2011 , by P/1114 CjD who has produced who is persona known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. ifia-ctx) 1 My Commission E Notary Pubfc '.;;,:,; of Florida n . 58834 NOTARY PUB Sign: Print: My Commission 1.1 EXPIRES: March 21, 2014 aordedihruthalceadaff swims *********** * *,x,x******* * ****: * ** *: *** *** * **: axe***** ********* *, u+ z *:s****x,:x ***:x*x,**** ******* *,x,x+s*****:x******* Zoning APPROVED BY X7-/7/ /1,3,6 1 /i.4 hi (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Plans Examiner Structural Review Clerk FLORIDA DEPARTMENT OF HEALT Rick Scott Governor H. Frank Farmer, Jr., M.D., Ph.D. State Surgeon General July 21, 2011 (Bela Vista Contractors) 4826 NW 53 Cir Pompano Beach, FL 33075 RE: Contingency Letter Application Document No: API041405 Centrax Permit Number: 13 -SC- 1359442 OSTDS Number: 10601 NE 6 Ave Miami, FL 33138 YU BY: Lot:3 Block: Na Subdivision: Golf View Estates Dear Applicant: This will acknowledge receipt of an application dated 07/13/2011 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced 2t)1 � From a review of your completed application, it has been determined your existing system is adequate for the proposed use. This permit is granted for interior remodeling and convert the existing garage as laundry, podwer room and part as the relocation of the kitchen only. No change in sewage flow. * *** * * *** * * ***** *** ** ***APPROVED *, * *,k,k * * * *** ** *„* ** ,4«, * *,k,k ** If you have any questions on this matter, please call our office at 3i .23 -3500. Enclosures cc: Pe • ro Ospina, Miami -Dade County Health Department 1725 NW 167 St, Opa Locka, FL 33056 Phone: (305) 623 -3500 . Fax: (305) 623 -3645 . http: / /www.MyFloridaEH.com PERMIT # ; Cat 1 -- )�' CONTRACTOR: !! 1ST A. -- M A SUBMITTAL DATE: ' a.1 2 t I ADDRESS: 1060\ ( , NAME: Co �C-3Ls'�Z�� RESUBMITAL DATES: PROJECT TYPE: 1 MR{, f-, ifiz el,,i 61 74e( ZO FIRE 'l2bli IMPACT FEES ST URAL /z,v , pie ELe 1 fre;/326 -epeie HRS/DERM PLUMBING NOC I / ,4,4 MECHANICAL BLDG ,, NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 11111111111111 1 11111111111111111 1111111111111 C :IFN 2011_ 1 R0359 u OI~: 1.k 27708 Ps 23221` (1as ) RECORDED 06/02/2011 12 :22 :119 HARVEY R:UVINr CLERK OF COURT PERMIT NO. TAX FOLIO NO. 11IAMI- C'AC'E COUNTY r FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be ci �mP property, and in accordance with Chapter 713, Florida Statutes is provided in this Notice of Commencement. or'tgf�� ` WI* PE 1. Legal description of property and street/address: % 0 &)/ it'e: 6 t free 2. Description of improvement:`) ►r PY ©f c3eY of .i' S.` Gotritzl 3V Space above reserved for use of recording office a -wok 3. Owner(s) name and address: ji d e- Interest in property: Name and address of fee simple titleholder: 4. Contractor's na e, moire s.an phone number: 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 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 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 YO e' NOTICE OF COMMENCEMENT. _Signature(s)_ot 0 `' C � L • _ Owners) 4uthorized.OfficerIfirectorJPartnerlManager- Prepared B '� � Prepared By Print Name ,' I'C-e 4oGVc tr'°-" Print Name Title/Office (OW IAQ P-- Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowled4ged before me this 31 day of By A-1-1 CE t U6,u 6 ❑ ividually, or ❑ as for UJ Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERI ATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under nalties of perjury, I declare that I have read the foregoing and that the cts stated in it are true, to the best of my knowledge and belief. `?, Qo- Notary PUDIC: Ste of Florida rr l Cocr,: - y' D0658834 Expires 0/01/2011 Si • , .t ner(s) or Owner(s)'s Authorized Officer /Director /Partner/Manager who signed above: By By 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301- 1895— 954- 831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 201. DBA: Business Name: BELA VISTA CONTRACTORS INC OWner Name: MARC/0 C SILVA Business Location: 4826 NW 53 CIR COCONUT CREEK Business Phone: Rooms Seats Employees 2 Receipt#:180 -6090 Business Type :GENERAL CONTRACTOR (GEr CONTRACTOR) Business Opened :os /os /2010 State1County!CertUReg: CGC 15 o 8411 Exemption Code :NONEXE4Pr Machines Professionals For Vending Business Only umber of Machines: Vending T Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 3.00 0.00 0.00 0.00 0.00 29.70 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: BELA VISTA CONTRACTORS INC 4826 NW 53 CIR COCONUT CREEK, FL 33073 This tax is levied for the privilege of doing business within Broward County and is non- regulatory in nature. You must meet all County and/or Muncipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it Is in compliance with State or local laws and regulations. Receipt #14A -09- 00006326 Paid 08/05/2010 29.70 2010 - 2011 STATE CF FLORIDA DEFAR -00 PROFESSIONAL CGC150-e412 CERTIPI ..., BILWA, BELA VISTTA• AC# 501168-a13‘ .BUSINESS AND ,REGULATION IS CERTIFIED oaeteg: ei;rt prrovi Boas of ch.489 IDgrxatioe4iOte, AUG 31, 2012, '1.p :0723.01094, ACORD CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 05/24/2011 PRODUCER Phone: (954) 948-0622 Fax (954) 946-0623 ATLANTIC INSURANCE CENTER POST OFFICE BOX 2063 POMPANO BEACH FL 33061-2063 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 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED BELA VISTA CONTRACTORS, INC. 4826 NW 53 CIRCLE COCONUT CREEK FL 33073 INSURER A: MId- Continent Casualty Co. INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES 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 POUCIES. AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBUGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. INSR um ADM. IMSHC TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MMI0DIYYI POLICY EXPIRATION DATE(MMIDDNY1 LIMITS A NO GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY 04GL000796464 07/19/10 07/19/11 EACH OCCURRENCE $ 1 000,000 X DAMAGE ) $ 100,000 CLAIMS MADE X OCCUR MED. EXP (My one person) $ excluded PERSONAL & ADV INJURY $ 1,000,000 �_ GENERAL AGGREGATE $ 2,000,000 GENT. `Xl AGGREGATE LIMIT APPLIES PER: POLICY n PT n LOC PRODUCTS - COMP /OP AGG. $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO AU. OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per Pin) $ — — BODILY INJURY (Per occident) — PROPERTY DAMAGE (Per accident) e GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS 1 UMBRELLA LIABILITY EACH OCCURRENCE $ DOCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS LIABILITY ANY PROPRIETORIPARTNER,EXECUTVE OFFICERIM EXCLUDED? Dyes, describe under SPEDIdL PROVISIONS below lac 1 OTHER LIMITS I EL EACH ACCIDENT $ EL. DISEASE -EA EMPLOYEE $ E.L. DISEASE-POLICY UMIT $ OTHER: DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS Miami Shores Village 10050 NE 2 Ave Miami Shores, FL 33138 Attention: SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBUGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Tad Webster ACORD 25 (2001/08) Certificate # 16805 ® ACORD CORPORATION 1988 01 -20 -2011 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL °FACER 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 01/20/2011 EXPIRATION DATE 01/19/2013 PERSON: SILVA MARCIO FEB* 200821234 BUSINESS NAME AND ADDRESS: BELA VISTA CONTRACTORS INC 4826 NW 83RD CIR POMPANO BEAM FL 33073 SCOPES OF BUSINESS OR TRADE 1- GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440.. 06€141, 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 in compeasetinn under this chapter. Putman to Chapter 440.05€12), F.S., Certificates at election to be exempt.. apply only within the scope of the business Of trade listed on the mike of election to be exempt. Pursuant to Chapter 440.051131, F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocatten if, at any time alter the tiling of the notice m the issuance of the certificate, the person named on the notice or certificate no longer meets the regnirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named an the certificate to meet the requirements of this section. QUESTIONS? 4850) 413 -1801 OWC -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 OP FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW EFFECTIVE: 01120/2011 PERSON: MARCIO SILVA FEIN: 200821234 BUSINESS NAME AND ADDRESS: BELA VISTA CONTRACTORS INC 4826 NW 53RD CRR POMPANO aEACH, FL 33073 EXPIRATION DATE: 01/18/2013 SCOPE OF BUSINESS OR TRADE 1- GENERAL CONTRACTOR IMPORTANT QPursuant to Chapter 440.05114); 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 440.05412). F.S., Certificates of election to be H exempt_ apply only within the scope of the business or trade listed on Ethe notice of election to be exempt. E 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 an 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? 4850) 413 -1809 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 06/0212011 13:40 9545825239 NOVUS INSURANCE ' PAGE 01101 CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD(YYYY) 06/02/11 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 ecrbilcate holder is an ADDITIONAL. INSURED. the policy(ies) Must he endorsed. If SUBRCGATION 1S WAIVED. subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer MIMS to the certificate holder in ROO of such endorsement(s). PRODUCER News Insurance 809 W. Sample Road Deerfield Beach, FL 33064 Phone (898.6601 INSURED Om Air Servl e5 Ina. 2011 COr*gress9onal Way dearfield beach, FL 33442- Fax (954)582 -5239 (954) 274 -2854 eINTACT N ME. PHONE (984)698-6W E (984)698-6W C. Noll (954)862.52 9 Zy- -MAlI. noyus_insuranceehatmeit.cOm 1N$URER(S] AFFORDING COyERAS3H NAIL 8 ADEUO ASSUNCAO INSURER A: NATIONAL GROUP INSURANCE CO INSURER B ; INSURER O: INSURER O I INSURER 5: IN5UR4R P : COVERAGES CERTIFICATE. NUMBER: REVISION NUMBER: THIS IS TO CERTIFY TEAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PER OD 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 POLICES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TR TYPE OP INSURANCE ADOLevait ,. ,- ,r, • POLICY NUMBER _ POLICY EPP MMIDDIYWYi ( POLICY 0yrn MM/DD LIMITS A GENERAL LIABILITY GENERAL LIABILITY U CLAIMS-MADE J OCCUR U N N gmg -31354 02/2312011 02/23/2012 EACH OCCURRENCE $ 1,000,000.00 O *km ' r e$ PREMISES Eacaure , . 100 000 00 MED EXP (Any era person s 5,000.00 PERSONAL 3 ACV INJURY 5 1 .000,000.00 • GENERAL AGGREGATE $ 1,000,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: R POLICY 1 'I 2,F7'. • LOO PRODUCT'S - COMP /OP AGO $ 1,000,000,00 $ AUTOMOBILE UABILITY 11 ANY AUTO 0 AuroOWNED U soHE DULEO NI HIRED AUTOS 0 Atrr pNE"D u Ur COMBINED en SINGLE LIMIT 5 BODILY INJURY (Per person) 5 BODILY INJURY (Per eeoident $ pj�eO IT'IY DAMAGE rf ccaenil $ $ Li UM6RE:LLA LIAR L-■ OCCUR EXCESS MB i_., CLAIMS -MADE sACI4 OCCURRENCE $ AGGREGATE 5 1I —,I LJ _CPD Im.I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS LIABILITY Y 1N ANY PROPP.INTORJPARTNE R EXECUTIVE NIA _ S '1 WC t5 LAIU ti J LJr I M E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (lylaaandatory In NN) E.L DISEASE - EA EMPLOYE $ DE5CRI ON OF OPERATIONS below E.L. DISEASE. POLICY LIMIT DESCRIPTION OP OPERATIONS 1 LOCATIONS / VEHICLE: (Attach ACORD 1D1, Additional Remarks Embedulo, AIR CONDICIONAIR SERVICES If lucre space ie required) CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES 10050 NE 2ND AVE. MIAMI SHORES, FL 33138 FAX: 305- 756 -8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPtRATIQN DATE TNEI;BOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH TI-15 POLICY PROVISIONS. ACORD 25 (2010106) CIF AUTHORIZED REPR0$ENTATWE ®1906 -201U ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Permit No: 11 -1008 Job Name: August 11, 2011 Miami Shores Village 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 3rd The energy calculations must be completed on Form A. \2�) 9Y p ) Identify all interior bearing walls. ) If the floor is to be raised how will you raise the existing door headers to fit the door. The plans have the wrong design wind speed. �f Provide an interior bearing wall detail including connections. r65 The design wind Toads shown on the plans do not match the calculations provided. Identify the openings in Zone 5. Plan must show insulation requirements. STOPPED REVIEW 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 PERMIT QG11 Miami Shores Viiiage Building Department RECEIPT DATE: 61 1 7 AL4OP-, C4(5 FPB Contractor ❑ Owner ❑ Architect P cked up 2 sets of plans and (ot er) rYla • j �� Address: 000\ 1\lt �a From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 410,(1c ark re_u-IfeeA) Shores Village Building Depa ' ent to continue permitting process. iirt4) Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: O Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: \ k - I CSY( DATE: C24 r //JD / ( ❑ Contractor KOwner ❑ Architect Picked up 2 sets of plans and (other) 5 CALG,L.k.A- noN..5 c( 4 e,�, Address: \ bte r From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building De t to continue permitting process. 74 Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: -14,Awv° Permit No: 11 -1008 Job Name: August 5, 2011 1) - • -- nca Miami Shores Viiiage Building Department Building Critique Sheet 2nd mu 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 2) The energy calculations must be completed on Form A. 3) Identify all interior bearing walls. 4) If the floor is to be raised how will you raise the existing door headers to fit the door. 5) The plans have the wrong design wind speed. 6) Provide an interior bearing wall detail including connections. 7) The design wind loads shown on the plans do not match the calculations provided. Identify the openings in Zone 5. 8) Plan must show insulation requirements. STOPPED REVIEW 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 reline with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Department 1 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 az: -305) 756.8972 Permit No. tR G 1/— /'e Job Name P.,971.42 CRITIQUE SHEET 5 'eo/r e - r'C--r ©1Z 5 re7 Ag eevvioi A- 27P / A-C1eM'7',-el re d -eoveem, $ ,Pri-e'e 9,7).-e e, e�6- � / r� �•� re, e ®f7'� te'aixe- p `f i 12 teems o II :41 I a- ,e,L? ,eAt L L ie Ape-z-19 9 rA /9- , ?e %i 044 Z -3 S +e psi 544 yize 7 i 4 Permit No: 11 -1008 Job Name: June 7, 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 Plans must be approved by HRS for the septic system. S All permit applications must be submitted prior to any further review. _--8) Corrections for electrical must be completed. Y- 4 cy--4y Provide a window and door permit. The scope of work on the plans does not match the details of the plans. The energy calculations must be completed on Form A. dentify all interior bearing walls. Sr The new LVL Beam requires details. Provide what it is, the size, the connection to the existing joists, the connection to the walls /post and the foundation details including calculations for uplift and gravity. The plans show that the new kitchen and master will be elevated b match existing but then the plans show the floor at -6 ". �0) If the floor is to be raised how will you raise the existing door headers to fit the door. ‘ ..41) The plans have the wrong design wind speed. 2) rovide an interior bearing wall detail including connections. rovide details for the floor construction in the LR. Detail flags on A-2 refer to A-5 but there is no A-5. ) Structural calculations have been provided but they do not mach this job, what are they for? Provide calculations for the site specific work including foundation of altered bearing wall, beam, and connections. X16) The design wind loads shown on the plans do not match the calculations provided. Identify the openings in Zone 5. 1.7') Provide product approvals for all the new or altered windows and doors that have been reviewed and signed approved by thedesigner of record. 1 ) Doors schedule does not match door marks on plan. 9) Plan must show insulation requirements. STOPPED REVIEW 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 f4a3/4/61 s4ba Miami Shores VHIage Building Department RECEIPT PERMIT It g& l . 1 OO( DATE: cvV e,U, eU ❑ Contractor Owner Architect 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Buildin . i - _ ent to continue permitting process. Acknowledged by: } PERMIT CLERK INITIAL: —�' RESUBMITTED DATE: '1 ' 25 PERMIT CLERK INITIAL: Imo, ow\irk `�d °o w6)114 $__.s sarnvh is mss ,n . (e vy\ rri 1 e ‘cY\ GfILC - 1706,L L\iliL; CACUACQ-) 6 ikatici coci-, cBVnmA :$ u0 Car(CGt�9nS ovtt 1 \k ice_ kl et 06/13/2011 11:48 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES ll001 * * * * * * * * * * * ** * * * * * * *** * * * ** * ** ERROR TX REPORT * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** TX FUNCTION WAS NOT COMPLETED TX /RX NO 1468 RECIPIENT ADDRESS 919544275462 DESTINATION ID ST. TIME 06/13 11:47 TIME USE 00'00 PAGES SENT 0 RESULT NG #0018 BUSY /NO SIGNAL (451( t-riAczcio Permit No: 11 -1008 Job Name: June 7, 2011 Miami Shores Village 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) Plans must be approved by HRS for the septic system. 2) All permit applications must be submitted prior to any further review. 3) Corrections for electrical must be completed. 4) Provide a window and door permit. 5) The scope of work on the plans does not match the details of the plans. 6) The energy calculations must be completed on Form A. 7) Identify all interior bearing walls. 8) The new LVL Beam requires details. Provide what it is,the size, the connection to the existing joists, the connection to the walls /post and the foundation details including calculations for uplift and gravity. 9) The plans show that the new kitchen and master will be elevated b match existing but then the plans show the floor at-6 ". 10) If the floor is to be raised how will you raise the existing door headers to fit the door. 11) The plans have the wrong design wind speed. 12) Provide an interior bearing wall detail including connections. 13) Provide details for the floor construction in the LR. 14) Detail flags on A-2 refer to A -5 but there is no A-5. 15) Structural calculations have been provided but they do not mdch this job, what are they for? Provide calculations for the site specific work including foundation of altered bearing wall, beam, and connections. 16) The design wind loads shown on the plans do not match the calculations provided. Identify the openings in Zone 5. 17) Provide product approvals for all the new or altered windows and doors that have been reviewed and signed approved by thedesigner of record. 1R\ rinnrc crharillIca Arum nni ma+rh rinnr markc nn nlan 06/13/2011 13:26 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1470 RECIPIENT ADDRESS 919544275462 DESTINATION ID ST. TIME 06/13 13:25 TIME USE 01'03 PAGES SENT 2 RESULT OK (011311 I-tvA2ua Permit No: 11 -1008 Job Name: June 7,2011 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tet: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Plans must be approved by HRS for the septic system. 2) All permit applications must be submitted prior to any further review. 3) Corrections for electrical must be completed. 4) Provide a window and door permit. 5) The scope of work on the plans does not match the details of the plans. 6) The energy calculations must be completed on Form A. 7) Identify all interior bearing walls. 8) The new LVL Beam requires details. Provide what it is, the size, the connection to the existing joists, the connection to the walls /post and the foundation details including calculations for uplift and gravity. 9) The plans show that the new kitchen and master will be elevated b match existing but then the plans show the floor at-6n. 10) If the floor is to be raised how will you raise the existing door headers to fit the door. 11) The plans have the wrong design wind speed. 12) Provide an interior bearing wall detail including connections. 13) Provide details for the floor construction in the LR. 14) Detail flags on A -2 refer to A-5 but there is no A-5. 15) Structural calculations have been provided but they do not mdch this job, what are they for? Provide calculations for the site specific work including foundation of altered bearing wall, beam, and connections. 16) The design wind loads shown on the plans do not match the calculations provided. Identify the openings in Zone 5. 17) Provide product approvals for all the new or altered windows and doors that have been reviewed and signed approved by the designer of record. Miami Shores Viiiage Building Department RECEIPT PERMIT #: 11 100E I, 11L Os, NI Contractor ❑ Owner ❑ Architect Address: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 oA.E Jmc 1)u 2 sets of plans and (ot ■ - r) I O )1kedi-e 5I 1000\ me (0 M ��C .cesoKit From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: ( i - v)/,) BELA VISTA CONTRACTORS, INC. 4826 NW 53RD CIRCLE COCONUT CREEK, FL 33073 954 - 448 -0022 PH 954 -427 -5462 FAX LIC# CGC1508411 PROPOSAL /CONTRACT Alice Guguen Property address: 10601 NE 6th Avenue Miami Shores, FL 33138 Scope of Work: May 20, 2011 -Demo - Framing - Drywall -Tile Flooring - Baseboard - kitchen cabinets - Painting Cost $22,500.00 NC replacement and ducts $4,800.00 Plumbing .$10,200.00 Electrical..... ................ . $12,500.00 >Total Cost.. $50,000.00 TERMS & CONDITIONS: • This proposal is based on a one time mobilization with a continuous operation. • Owner must provide original property survey and /or architectural plans. • All work is to be completed in a workmanlike manner according to standard practices. • No additional work will be done without Bela Vista Contractors Work Order reflecting extra job and additional cost. • Any construction- related transaction may be canceled by the homeowner, in writing, without any penalty or obligation, within three business days from the date it is signed upon. In this case, no later than midnight of rr /11. • Payments are due as indicated above. If invoice is not paid when due, interest will accrue at the rate of 1.5% monthly. If litigation became necessary, the prevailing party shall be entitled to cost and reasonable attomeys' fees. 411110 j;l 'ta Contractors, Inc. ye t Alice Guguen Owner ivliami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. it--1 008 Job Name Gem/ Ail Date 7 /y" %i1.; STRUCTURAL CRITIQUE SHEET Qi Wecd v Ind /pact Gant- rrjdfion,4 `~ bae' ti / l ©r; A''.3) ''.3l IAi`J` !f ' ∎ rt tt wawa Sil D v t v 9 7 es the P %i• - BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTIC ;. OF ACCEPTANCE (NOA) - AWP,T.,C 8 -o' ' ' 74 Avenue .• -.1i edley, FL 33166 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.. ov/buildinl~code This NOA is being issued under the applicable le materials. The documentation submitted has Division and accepted by the Board o other areas where allowed bye This NOA shall not be vat'. Control Division (In Miami D the right to have this product or fails to perform in the accepted manner, the man may immediately revoke, modify, or susp BORA reserves the right to revo Control Division that this pr This product is approved Code, including the High V ty H DESCRIPTION: Series "4100" Al P � ' , Sliding Glass Door - L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -17, titled "Series 4100 Alum. SLD. Glass Door (L.M.I.), sheets 1 through 6 of 6, dated 03/11/09 with revision "A" dated 06 /10/09, prepared by AI- Farooq Corporation, signed and sealed by Arshad Viqar, 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 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 ins ection at the 'ob site at the request of the Building Official. This NOA consists of this page 1 �' s r ;a FOCaitighil document mentioned above. The submitted documentation was review by Jaime D. Gascon, P. E. talons governing the use of construction cl \by Miami -Dade County Product Control ORA) to be used in Miami Dade County and ction (AHJ). date stated be untaird/or the AHJ (' rial tested for ami -Dade County Product iami Dade County) reserve ses. If this product or material nse of such testing and the AHJ aterial within their jurisdiction. by Miami -Dade County Product "requirements of the applicable building code. ;n designed to comply with the Florida Building MIAMI -DADE COUNTY APPROVED • Aky pproved 0 NOT Approved ❑ Approved as Noted amarrensional Compliance and Design Intent. NOA No. 09- 0324.16 d Expiration Date: July 08, 2014 7 /Wit. By Approval Date: July 08, 2009 Page 1 AWP, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -17, titled "Series 4100 Alum. SLD. Glass Door (L.M.I.), sheets 1 through 6 of 6, dated 03/11/09 with revision "A" dated 06/10/09, 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 Sliding Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5766, dated 01/23/09, signed and sealed by Michael S. Wenzel, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al—Farooq Corporation, dated 03/04/09, signed and sealed by Arshad Viqar, 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. 08- 0520.08 issued to Solutia Inc. for their "Vanceva Composites Glass Interlayer" dated 7/17/2008, expiring on 12/11/2013. F. STATEMENTS 1. Statement letter of conformance, dated March 06, 2009, signed and sealed by Humayoun Farooq, P. E. 2. Statement letter of no financial interest, dated March 06, 2009, signed and sealed by Humayoun Farooq, P. E. 3. Laboratory compliance letter for Test Report No. FTL -5766, issued by Fenestration Testing Laboratory, Inc., dated January 23, 2009, signed and sealed by Michael S. Wenzel, P. E. G. O'[H.ERS 1. None. E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0324.16 Expiration Date: July 08, 2014 Approval Date: July 08, 2009 DESIGN LOAD CAPACITY - PSF DOOR MOTH (0x. AO mows ODOR MOTH t atoms DOOR nEsfiiT 7/18" 1AM. GLASS 001. ( +) INT. ( -) 72 106 50.0 50.0 80 120 - - _ 60.0 60.0 88 132 .I 60.0 60.0 96 144 BO 80.0 60.0 104 156 60.0 60.0 112 I68 604 60.0 72 108 60.0 60.0 80 120 O.L. OPG. 60.0 60.0 88 132 84 60.0 60.0 96 144 ' 60.0 60.0 104 156 60.0 60.0 72 108 60.0 60.0 80 120 60.0 60.0 88 132 90 60.0 60.0 96 144 60.0 60.0 72 108 60.0 60.0 80 • 120 60.0 60.0 88 132 95 -1/2 60.0 60.0 96 144 60.0 60.0 GASKET VINYL 3/16" HEAT STREN'D GLASS .075" INTERLAYER VANCEVA COMPOSITES 8Y 'SOLUTIA' 3/16' HEAT STREN'O GLASS SILICONE GE 2800 GLAZING DETAIL SERIES 4100 ALUMINUM SLIDING GLASS DOOR DESIGN LOAD CAPACITY FOR DOORS TO BE AS PER CHARTS SHOWN ABOVE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY 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 CONDITIONS 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 UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 144 1/2" 6" MAX. DOOR WIDTH .. 12" MAX. HEAD /SILL CORNERS ( 1 1 j I l 1 1 1 1 ( HEAD /SILL 1 1 1 1 1 1 W g - - _ Z Q a --r .I II �`- R I , j/ to II i o I u II II II II LL t - n I' / 'T O Y 12 -F a �/ rt 1 1 1 43" 1 1 1 1 42 3/4" 1 1 1 1 43" O.L OPG. 48 3/4" O.L. OPG. D.L OPG. 48 3/4" 00. PANEL WIDTH 48 3/4" FIX. PANEL WIDTH OX (SHOWN) XO 0 X APPROVED CONFIGURATIONS TYPICAL ELEVATION TESTED UNITS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. Engr: AR5H4D 9086 4^1A FU PE 38863 0 35 CAN. 3$38 JUN 1 7 2009 Approved as complying ev11hdle IlDateJ •.' 140A4+ • + _ 4. $y SERIES 4100 ALUM SLD. GLASS DOOR (LM.L) r 7d O r. drawing no. W09 -17 sheet 1 of 6 ) =D 0 X APPROVED CONFIGURATIONS TYPICAL ELEVATION TESTED UNITS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. Engr: AR5H4D 9086 4^1A FU PE 38863 0 35 CAN. 3$38 JUN 1 7 2009 Approved as complying ev11hdle IlDateJ •.' 140A4+ • + _ 4. $y SERIES 4100 ALUM SLD. GLASS DOOR (LM.L) r 7d O r. drawing no. W09 -17 sheet 1 of 6 ) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING isY WOOD BUCK u G e Ontral"■. IV m=1111 4, IMMO= 4 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING CUP TYPE 'D' AT MIDSPAN OF FIX. PANELS CUP TYPE 'C' HEAD COVER REMOVED TO SHOW CLIP CUP TYPE IF SILL COVER REMOVED TO SHOW CLIP HEAD COVER BETWEEN FIX. PANELS SILL COVER BETWEEN FIX. PANELS Approved es comptysig web the Building Cnde 2 NoAA • 'Idtimni• •. O L 9. 8 drawing no. W09 -17 (sheet 2 of 6 ) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS M PAIRS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' DIA, TAPCONS BY 'ITW' 1/4' DIA. ULTRACON BY 'ELCO' (Fa. 177 KSI. Fy=155 1(9) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO W000 THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILUNG SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 112 SPAS OR SELF DRILLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090°) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE Fa = 3000 PSI MIN. MASONRY f'm - 2000 P51 MIN. MIAMI—DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA En0n ARSHAO VICAR RA PE P 38883 C.A.N. 3538 61"d JUN 17 2009 Apt oved as comp:yms with th FloridaH Code Dace luL . Zoo NOA& .TL. 16 r' rrxi z gt 0 pi O. t! rY o 8� d el 0' 08.( QWAEF 0 en 8 W a. 0 U A R 6 •• 0 1 drawing no. W09 -17 sheet 3 of 6 METAL STRUCTURE 1/4' MAX. LOAD BEARING SHIM D.L OPG. 1/4' MAX. LOAD BEARING SHIM TYPICAL ANCHORS IN PARS TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING EXTERIOR DOOR FRAME WIDTH F TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 1/4' MAX. LOAD BEARING D.L OPG. PANEL WIDTH hgr. ARSHAO VICAR CIVIL FL0. PE1.33 c! n. S5J JUN 17 2009 1 BY WOOD BUCK APPorred complying WIIAWe Mar, Coda Data 14 200 NOD 4.142 BY 4.V 2 J N U drawing no. wog -17 (sheet 4 of 6) S G FRAME HEAD 14 INSERT ADAPTER 15 GLAZING STOP 1.596 t0 PANEL TOP RAIL t1 LOCK STILE FIXED PANEL BOTTOM RAIL 1.000 .062 13 FIXED PANEL STILE -41 811 I-- O FRAME JAMB 0 MOVING PANEL BOTTOM RAIL 1.591 1.343 I .078 1.563 r.937 1.185 18 .156 1.829 PANEL HEAVY INTERLOCK STILE 0 HEAD COVER .093 .514 .374 -1 M- 17 FIXED PANEL CUP 1.000 Fr .125 1.906 2. 88 3.625 1 .499 —.062 \:J 1.858 --II PANEL ASTRAGAL STILE CO SILL COVER .062 .375 INTERLOCK STEEL REINFORCING 1.000 1.010 .062 1.822 -- r O ASTRAGAL STILE REINFORCING 0 4.009 FRAME SILL Engr•. ARBHAD 6068 FLA. PE 9 36863 CAN. 3,538 + JUN 17 2009 Approved Es complyingwilhthe Ekeida ttnidiag Coda % ZOO - =fti 69 1 Mani 63 BY a. 1[SERIES 4100 AL n m g 5 t m d n 3`` 0. o-' :21.9 < 00 2 Q 1 8 drawing no. W09 -17 sheet 5 of 6 sheet 6 of 6 ) ITEM PART # QUANTITY DESCRIPTION MATERIAL 1 YE -304 1 FRAME HEAD ALUM. (6063 -75) 2 TE -3010 1 ASTRAGAL REINF. (FULL LENGTH) ALUM. (6063 -15) 3 YE -373 1 FRAME SILL ALUM. (6063 -75) 4 YE -309 1 HEAD COVER ALUM. (6063 -T5) 5 7E -3010 1 SILL COVER ALUM. (6063 -15) 6 1E -303 2 FRAME JAMB ALUM. (6063 -15) 7 YE -344 1 PANEL HEAVY ASTRAGAL STILE ALUM. (6063 -15) 8 YE -379 2 PANEL BOTTOM RAIL (FIXED) ALUM. (6083 -75) 9 16 -306 1 PANEL BOTTOM RAM. (MOVING) ALUM. (6083 -75) 10 YE -307 3 PANEL TOP RAIL (FIXED & MOVING) ALUM. (6063 -15) 11 YE -301 1 PANEL LOCKING STILE ALUM. (6063 -15) 12 YH -4044 1 SECURITY LOCK 41 48' FROM BOTTOM, FASTENED W/ (4) 19 X 1" PH 545 STEEL. CHROME 13 YE -302 2 PANEL FIXED END STILE ALUM. (6063 -T5) 14 YE -382 12 INSERT ADAPTER (7/16' GLASS) ALUM. (6063 -16) 15 YE -383 12 GLAZING STOP (7/16' GLASS) ALUM. (6083 -16) 16 YE -325 2 PANEL HEAVY INTERLOCK STILE ALUM. (6083 -15) 17 YE -377 2 FIXED PANEL CLIP (95' LONG) ALUM. (6063 -15) 18 YH -4003 1 KEEPER CAST (ZAMAK) 19 TH -4016 1 EXTERIOR CONCEALED HANDLE CAST (ZAMAK) 20 114-4017 1 INTERIOR CONCEALED HANDLE CAST (ZAMAK) 21 YH -4022 1 DOOR HANDLE CAST (ZAMAK) 22 TH -3023 2 ROLLER ASSEMBLY, FASTENED W/ (1) #10 -24 X 7/6' PH MS STEEL 23 TH -4002 2 PANEL TOP SLIDE GUIDE NYLON 24 TH -4027 2 1 x .375' x FULL LG. REEVE. BAR STEEL (A36) 25 1H -4010 AS REO.'D BULB VINYL WEATHERSTRIP VINYL 26 YH -4004 AS REO'D. .187' x .250" WEATHERSTRIP - 27 TH -6006 AS REM). .115' x .500' WEATHERSTRIP - 28 Ti-4034 1 TYPE B CUP (2 x 2 x 1 x 1/8") ALUMINUM 29 3H -4055 1 TYPE C CUP (2 x 2 x 1 x 1/8') ALUMINUM 30 TH -4054 6 11PE 0 CLIP (2 x 7/8 x 1/8 x 3') ALUM. (6063 -16) 31 - 8 /8 x 3/4' PH. P.H. SMS. CAD PLATED 32 - AS REO.'D /8 x 1 -1/2' FH. SKIS. CAD PLATED 33 YF -2 46 #10 x 1' PH. SMS. (PANELS /CUPS) CAD PLATED 34 3F -17 1 /WHEEL 110 -24 x 7/8' PH. 165.(WHEEL A0.1) CAD PLATED 35 1F -10 4 /FRAME %8 x 1' PH. SUS. (FRAME ASSY.) CAD PLATED 36 - 8 +10 x 1 -1/4' P.H. SKIS. CAD PLATED 37 3F -18 2 /10 x 3/8' TRUSS HEAD SMS. CAD PLATED 38 YF -27 2 I(10 -32 x 1' OVAL HEAD. SS. MS. STAINLESS STEEL 39 TH -4013 4 PAD (INTRLK /ASTRAGAL (TOP/BOTTOM) - 40 68125375 AS REO.'D GLAZING SPACER - 41 - AS REO.'D 110 x 1 -1/4' FR. SUS. CAD PLATED PANE CORN R D IS 2' WEEP NOTCH C EACH ENO FRAME CORNER DEN! 6491 ARSHAD VICAR OWL FLA. PE If 38863 C.A.N. 3936 JUN 17 2009 f Annoyed 84 Complying with the Florida Building Cade Date JIA xom b By c u ar rn 3 0» U 0 1' D $�o 2 drawing no. W09 -17 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA} Arch Windows, LLC dba AWP 8130 NW 74th Avenue Medley, FL 33166 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375-2902 FAX (305) 372 -6339 www.miamidade.gov/buildinacode/ 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 "2500" Aluminum Single Hung Window - L.M.L APPROVAL DOCUMENT: Drawing No. W05 -377, led "Series 2500 Alum. Single Hung Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/26/2 ,i4ss 03/10/10, prepared "D" dated 03/10/10 Al- Farooq Corporation, signed and sealed by re pared by Al y � u 1?�� bearing the Miami -Dade County Product Control Revision stamp with the N 'ce or and expi s , , ate by the Miami -Dade County Product Control Division MISSILE IMPACT RATING: - e c Missile *.`'stant LABELING: Each unit shall bear a ' anent label • Vt, : ' a - name or logo, city, state and following statement "Miami Dade County Pro s otherwise noted herein. RENEWAL of this NOA shall be consi+ . ne > : '�+ .� t = has been filed and there has been no change in the applicable buildin v• , ely ; ` +t performance of this product. TERMINATION of this NO on date ,Sm or if there has been a revision or change in the materials, use, and/ or m . ' r: p T, t or process. Misuse of this NOA as an endorsement of any product, for sales, advertas : 3 purposes � or shall automatically terminate this NOA. Failure to comply with any section of this NOA • = 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 ren ifA.r. ;/.4,,,t, . i ilr ., "1��1'' and B--2, as well as approv The submitted documentation was viewed by Jaime D Gascon P. E. raved UNOr Approved 4414 19, this page 1 and evidence pages E-1 MIAMI ► - D s CO APPROVED 645p oproved as Noted *hat Compliance and Resign Intent. NOA No. 10-0428.02 Expiration Date: December 01,2015 Approval Date: August 25,2010 Page 1 Arch Windows, LLC dba AWP NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W05-37, Sheets 1 through 5 of 5, titled "Series 2500 Alum. Single Hung Window ", prepared by Al -Farooq Corporation, dated 07/26/2005 with revision "D" dated 03/10/10, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, 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 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6088, dated December 02, 2009, signed and sealed by Michael R. Wenzel, 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 of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5250, dated July 30, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted wider NOA No. 09-0316.09) 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked —up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 04- 1419A, dated Jan. 20, 2005, signed and sealed by Ivonne Ghia, P. E. (Submitted under NOA No. 05-0810.04) 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 of aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 94- 1419B, dated Jan. 21, 2005, signed and sealed by Ivonne Ghia, P. E. (Submitted under NOA No. 05- 0810.04) E -1 Jaime D. Gaston, P.'E. Chief, Product Control Division NOA No. 10-0428.02 Expiration Date: December 01, 2015 Approval Date: August 25, 2010 Arch Windows, LLC dba AWP NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Revised anchor calculations and structural analysis, complying with FBC -2007, dated 04/21/10, prepared by A1- Farooq Corporation, signed, sealed and dated 07/28/10, by Javad Ahmad, P. E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). . MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0709.04 issued to Glasslam N.G.I., Inc. for their "Safety -Plus II Laminated Glass" dated 09/11/08, expiring on 08/07/13. 2. Notice of Acceptance No. 06- 0216.06 issued.to Solutia Inc. for their "Saflez IIIG Clear or colored interlayer" dated 05/04/2006, expiring on 05/21/2011. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with FBC 2007, dated March 08, 2010, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6088, dated December 04, 2009, signed and sealed by Michael R. Wenzel, P. E. 3. Statement letter of conformance by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5250, dated July 31, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under NOA No. 09-0316.09) 4. Statement letter of conformance and independence by Hurricane Engineering & Testing Inc., Test Reports No.'s HETI- 04 -1419A and HETI- 04- 1419B, dated January 21, 2005, signed and sealed by Ivonne Ghia, P. E. (Submitted under NOA No. 05 -0810.04). G. OTHERS 1. Notice of Acceptance No. 09 -0316.09, issued to AWP, LLC for their "Series 2500 Alum. Single Hung Window -- L.M.I ", approved on 04/29/09 and expiring on 12/01/10. E -2 Jaime D. Gascon, P. . Chief Product Control Division NOA No. 10-0428.02 Expiration Date: December 01, 2015 Approval Date: August 25, 2010 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 2500 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEETS 2 & 2.1. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER MIMII -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. FALSE MUNTINS (SURFACE APPUED) MAY BE USED THIS REQUIREMENTS OF BEEN DESIGNED AND BUILDING CODE TESTED / /2007 EDMOON WITH HIGH VELOCITY HURRICANE ZONE (H1442). W000 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 CONDITIONS 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 UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2000007 FLORIDA BLDG. CODE SECTION 2003.8.4. WINDOWS WITHOUT sILL ANCHORS SEE SHEET 2.1 FOR CAPACMES TYPICAL ELEVATION �._ TESTED UNITS 53 1 /8• WINDOW WIDTH 50 1/4• 0.1.. OPG. (FIXED) 14 3/8' MAX. HEAD /SILL ii 11 11 11 it II F / 11 / II � II II •/ n II If II II ' 11 11 II tI u 11 II n / 1I ©" '/ N 48 3/4' i Di. OPO. S1" WIDTH 8 MAX. TYP. HEAD /SRI CORNERS (LAMINATED GLASS I LARGE MISSILE IMPACT iogr: JAVAD HOMO OVIL FlCCAN. 3.°.380592 Division V O gr n a o OqE 1Ia_ 8 v8 A ae 2 0 E 1 is b 8 (drawing no. 1W05-37 (sheet 1 of 5 ) EQUAL UTES WINDOWS DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' & 'B' WINDOW DIMS. ANCHORS METHOD 'A' ANCHORS METHOD 'H' 700TH HEIGHT EXT.( +) TNT.( -) EXT.(+) INT.( -) 19 -1/8' 70.0 90.0 70.0 90.0 26 -1/2' 704 90.0 704 90.0 37" 26' 70.0 90.0 70.0 90.0 42' (3) 70.0 904 70,0 90.0 48' 70.0 85.4 70.0 90.0 53-1/8" 70.0. 78.0 70.0 90.0 19 -1/8'. 70.0 80.0 70.0 90.0 26 -1/2' 70.0 90.0 70.0 80.0 37" 38 -3/8' 70.0 90,0 70.0 90.0 42' (4) 70.0 81.5 700 90.0 te" 70.0 73.0 70.0 90.0 53 -1/8' 87.0 67.0 70.0 90.0 19-1/8" 70.0 80.0 70.0 90.0 26 -1/2' 70.0 .81.4 70.0 90.0 37* 50 -5/8" 64.2 642 70.0 90.0 42" (4) 58.3 58.3 70.0 90.0 48" 52.5 52.3 80.0 65.0 53-1/8" 48.4 48.4 604 65.0 19 -1/8' 704 90.0 70.0 900 26 -1/2" 70.0 63.1 70.0 90,0 37" 59" 684 66.0 70.0 90.0 42' (5) 80.0 60.2 60.0 85.0 48" 54.5 54.5 80.0 65.0 53 -1/8" 50.3 50.3 610 65.0 19 -1/8' 70.0 90.0 700 90.0 26 -1/2' 704 904 704 90.0 37' 83' 70.0 . 729 70.0 90.0 42' (6) 80.0 85.0 60.0 85.0 48" 60.0 602 80.0 85.0 53 -1/8" 53.3 53.3 00.0 65.0 19 -1/8" 70.0 904 704 90.0 26 -1/2" 70.0 74.8 70.0 90.0 37" 74 -1/4" 58.4 58.4 604 85.0 42' (6) 53.4 53.4 60.0 65.0 48" 48.6 48.6 60.0 85.0 53 -1/8' 452 452 60.0 65.0 • N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. x WINDOWS WITH SILL ANCHORS ANCHORS METHOD 'A' ANCHORS METHOD 'B' 19 -1/9" 26 -1/2" 37' 42" • 48' 03" (6) 70.0 90.0 70,0 90.0 70.0 90.0 70.0 80.0 70.0 70.1 70.0 90.0 63.9 63.9 70.0 83.7 58.0 58.0 70.0 74.9 UNEQUAL UTES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' & WINDOW DIMS. ANCHORS METHOD 'A' ANCHORS METHOD 'B' WON 19 -1/8" 26 -1/2' 37' 42' 140657 EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 48' 53 -1/8" 50 -5/8" (4) 70.0 90.0 70.0 90.0 70.0 80.3 70.0 90.0 63.2 63.2 70.0 90.0 57.5 57.5 70.0 90.0 51.9 51.9 70.0 90.0 47.9 47.9. 70.0 81.9 19 -1/8' 28 -1/2 ". 37* 42" 48' 53 -1 /8" 59" (5) 70.0 90.0 70.0 80.0 70.0 82.2 70.0 90.0 63.9 63.9 70.0 90.0 58.4 58.4 70.0 60.0 52.9 52.9 70.0 80.4 49.0 49.0 70.0 72.4 19 -1 /8" 28 -1/2" 37" 74 -1/4' (8) 70.0 90.0 70.0 90.0 70.0 74.2 70.0 90.0 58.5 70.0 73.1 • N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER 4891 GLASS TYPE 'A' GLAZING OPTIONS NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 GLASS TYPE 'B' 4 J91A0 NOM CAIL 2 PRODUCTRBL7SED CAX. 3538 ,era complying with leFme18a BuildiagCoda Aoxp85o No Cd5tot u 0. x 5 drawing no. W05 -37 (sheet 2 of 5) EQUAL I.ITES WINDOWS DESIGN LOAD CAPACITY - PSF GLASS TYPE 'C' WINDOW DIMS. ANCHORS METHOD 'A' ANCHORS METHOD '8' W80TH 19 -1/8' 28 -1/2" 37" 42" 48" 53 -1/8' HEIGHT EAT.( +) INT.( -) EEL( +) 1NT.(-) 19 -1/8' 26 -1/2' 37' 42' 48' 53 -1/8' 26" (3) 80.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 80.0 85.0 80.0 65.0 60.0 63.3 60.0 65.0 55.4 55.4 80.0 65.0 50.0 50.0 60.0 65.0 19 -1/8" 26 -1/2' 37' 42' 48' 53 -1/8' 60.0 65.0 60.0 65.0 60.0 65.0 50.0 65.0 38 -3/8" (4) 60.0 84.9 60.0 85.0 57.2 57.2 60.0 65.0 50.0 50.0 60.0 65.0 45.2 45.2 60.0 85.0 19 -1/8' 28 -1/2' 37' 42' 48' 53 -1/8' 60.0 65.0 60.0 65.0 80.0 65.0 60.0 85.0 50 -5/8' (4) 49.2 49.2 60.0 85.0 43.3 43.3 60.0 85.0 37.9 37.9 60.0 65.0 34.3 34.3 60.0 85.0 19 -1/6' 26 -1/2' 37' 42" 59' (5) 60.0 654 60.0 65.0 80.0 65.0 80.0 65.0 52.8 52.8 60.0 65.0 46.5 483 80.0 65.0 40.7 40.7 60.0 65.0 36.8 36.8 60.0 65.0 48' 53 -1/6" 19 -i/8' 26 -1/2' 37" 42' 48' 53 -1/8' 63' (6) 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 59.3 59.3 60.0 65.0 52.2 52.2 60.0 85.0 45.7 45.7 60.0 65.0 41.3 41.3 60.0 65.0 74 -1/4' (6) 60.0 85.0 60.0 65.0 60.0 65.0 60.0 85.0 50.3 50.3 60.0 85.0 44.3 44.3 60.0 85.0 38.8 38.8 80.0 65.0 35.0 35.0 60.0 65.0 • NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. 1/4" ON. ANCHORS AT THIS LOCATION FOR UPPER HALF OF 64685 3/18' OIA. ANCHORS AT THIS LOCATION FOR LOWER HALF OF JAMBS ANCHORS METHOD 'A' x IWINDOWS WITHOUT SILL ANCHORS ANCHORS METHOD 'B' UNEQUAL UTES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - P8F GLASS TYPE 'C' WINDOW DIMS. ANCHORS METHOD 'A' ANCHORS METHOD '8' WIDTH HEIGHT EXT.(+) 1NT.( -) EXT.(+) 1NT.( -) 19 -1/8" 60.0 63.0 80.0 65.0 28-1/2` 80.0 65.0 60.0 656 sr 50 -5/8' 49.2 49.2 60.0 65.0 42" (4) 43.3 43.3 60.0 65.0 48" 37.9 37.9 80.0 63.0 53'1/6' 34.3 34.3 60.0 65.0 19-1/6' 60.0 65.0 60.0 65.0 26 -1/2" 80.0 65.0 60.0 65.0 37" 59" 32.8 52.6 80.0 65.0 42" (5) 46.5 46.5 60.0 85.0 48" 40.7 40.7 60.0 85.0 53-1/6' 38.8 36.8 60.0 65.0 19-1/8' 60.0 65.0 60.0 65.0 26 -1/2' 80.0 65.0 60.0 65.0 37` 63' 59.3 59.3 60.0 65.0 42 (6) 52.2 52.2 60.0 65.0 48" 45.7 45.7 80.0 65.0 19-1/8' 74 -1/4' 60.0 65.0 80.0 65.0 26 -1/2" (e) 60.0 85.0 60.0 65.0 37' 50.3 50.3 60.0 85.0 • N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMS. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 GLASS TYPE 'C' E* JAWAOOwLH A 1A0 FLA. PE ♦ 57ti92 MAX. 3.136 Z g O O Q .8 U 3 .6 P. 9 P. drawing no. W05 -37 sheet 2.lof 5 3 TYPICAL ANCHORS 1/4- TAPCONS SEE ELEV. FOR SPACING • • •4 • a 4 • • 0I A IBY WOOD RUCK © =ma 417P-1 • 4r BOTTOM LATCH O L� r"111111110 —4!KM_PA 0 TYPICAL. ANCHORS 1/4' TAPCONS SEE ELEVS. FOR SPACING TYPICAL ANCHORS TAPCONS USE WHEN REQUIRED SEE SHEET 2 FOR CAPACRIES SEE ELEV. FOR SPACING 41 ' STRUCTURE TYPICAL ANCHORS 114 SMS SEE ELEVS. FOR SPACING I IMNMI -DADS COUNTY APPROVED jI j IMUUION & MUWON ANCHORS ;1 IiSEE SEPARATE NOA II II II j1 I 112 SMS OR r:cT F 0.� I IFI[: Cr!atwe is - -- '� INTO MIAMI–OAaE COUNTY APPROVED MUWONS (NO SHIM SPACE) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 1 -3/4" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 3/16' OR 1/4" T [vac (SEE SHEET 2 FOR USE OF 3/16- TAPCONS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 –T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL ANCHORS 112 SMS SEE ELEV. FOR SPACING • I I • III • I i PI I • e<, • P SEA NTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER 51/5555. WEEPHOLES; WI = 3/4" WEEP NOTCH AT EACH END EMI,: JAVA° MHO CALL FLA. PE 1 CAN. 353388592 PRODUCFREVISED Dc SwithI�Fork% Amy ' S Iy Division �. ,. s•>lL7T . a M 4 El 1 drawing no. W05 -37 faheet 3 of 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 & 2.1 FOR CAPACITY ITEM p PART / REGD. DESCIOPflON MATERIAL MANF. /SUPPIUBR /REMARKS 1 YE -169 1 FRAME HEAD 6083 -76 - 2 YE -167 1 FRAME SILL 6063 -76 - 3 YE -102 2 FRAME JAMB 6063 -78 - 4 75-152 1 FIXED RAq. 6063 -76 - 5 7E -151 1 VENT TOP. RAIL 6063 -16 - 6 75 -168 1 VENT BOTTOM NA4. 6063 -76 - 7 YE -92 2 VENT JAMB 8063 -78 - 6 Y8-4 AS REGO. GAZING MAO ALUMINUM ROLL FORMED 9 YH -518 2/ VENT SASH STOP (6010 VINYL - 10 - 2/ VENT BLOCK & TACKLE BALANCE - - 11 7H -505 2/ VENT 8AWICE CLIP ALUMOWM - 12 Y1 -822 AS RE00. BULB WSTRIPPING Vern. 5OiGLE ROW 13 TN -4004 AS RECD. FIN SEM. W STRIPPING .187 X .250 WOOL ULTRAFAB 14 TH -504 2/ VENT SPRING LOADED 1ENT LATCHES NYLON /CELCON AT 1I' FROM ENDS 14A 7H -515 2/ VENT SWEEP LOCKS 2ANAK AT 11' FROM ENDS 15 YF -1 8 FRAME ASSEMBLY SCREWS (110 X 3/41 CRS PLATED. PH 57S 18 YF -10 2/ VENT FOCE0 RAIL SCREWS (13 X 11 CRS CAD PLATED. PH SIAS 17 YF -12 8/ VENT VENT ASSEMBLY SCREWS (18 X 1 -1 /4') CRS CAD PLATED. PH WS 19 78 -8 1/ CUP /10 X 1/4' PH SMS POINT 8 - - 20 Y8 -14 2/ LOCK SWEEP LOCK SCREWS ((8 3 5/81 - 0H 5M5 21 70 -15SP 2/ VENT SELF ADHESIVE PAD (.375' X .31' X .751 FOAM - 22 711-519 2/ VENT FINANCE CAM PLASTIC - 23 114-519 1 REINFORCING RAR (.827 X .312') STEEL 148393 24 - 2/ VENT SASH STOP (1' X 1 -1/4' X 1/18') ALUMINUM 014 74 -1/4' HIGH ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 & 2.1 FOR GPACRY TTPRJLL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 & 2.1 808 GPACRY TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 & 2.1 FOR CAPACITY A drawing 110. W05 -37 sheet 4 of 5 L12L VENT BOTTOM RAIL 2.174 $.H. VENT CORNER DETAIL S.H. FRAME CORNER DETAIL drawing no. W05 -37 sheet 5 of 5 APPENDIX 13-D Effective 14tareh 1, 2109 FORM 1100B -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Component Prescriptive Method B ALL CLIMATE ZONES Compliance with Method B of Chapter 11 of the Aorta Building Code, Residential, or Subchapter 13-6 of the Florida Building Coda, Building may be demonstrated by the use of Form 11006 for single-and multiple- family residences of three stories or less in height, additions to existing residential buildings, renovations to existing residential buildings, new heating, cooling, and water heating systems in existing buildings, and site -added components of manufactured homes and manufactured buildings.To comply, a buitding must meet or exceed all of the energy efficiency requirements on Table 116-1 and all applicable mandatory requirements summarized in Table 11B -2 of this form. If a building does not comply with this method, it may still comply under Method A of Chapter 11 orSubchapter 13 6 of the applicable code. PROJECT NAME AND ADDRESS: Gervais Enclosure BUILDER: 10601 NE 6 Avenue PERMITTING OFFICE: Miami Shores Miami Shores OWNER: Alice Guguen PERMIT NO.: JURISDICTION NO.: 1 6 2 8 0 0 1. New construction including additions which incorporate any of the following features cannot comply using this method: skylights or othernonvertical roof glass, glass areas 'n excess of 16 percent of conditioned floor area, and electric resistance heat (See Notes to Table 11 6-1 on page 2). 2.FII in all the applicable spaces of he'T FM installed" column on "Table 116 -1 with the information requested. All "To Be Installed' values must be equal to or more efficient than the required levels. 3. Complete e 1 4. Read " 5. Read, led' column information. ", Table 116-2 and check each box to indicate your intent to comply with all applicable items. fication statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. New 2. Sing 3. If m 4. Isth building mily attached by this submission 5. Cond 6. Glass type and area: a. U- factor b. SHGC c. Glass area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type, area and insulation: a. Exterior. 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) 10. Ceiling type, area and Insulation: a. Under attic (insulation R- value) b. Single assembly (Insulation R- value) 11. Air distribution system: Duct insulation, location Test report required if duct in unconditioned space 12. Cooling system: (Types: central, room unit, package terminal A.C., gas, none) 13. Heating system: (Types: heat pump, elec. strip, nat. gas, LP -Gas, gas h.p., room or F T'AC, none) 14. Programmable thermostat installed on HVAC systems: 15. Hot water system: (Types: elec., nat. gas, LP-gas, solar, heat rec., ded. heat pump, other, none) Please Print CI( 1. Addition 2. Single 3. 4, No 5. 124 68. 0.96 6b. 0.63 6c. 15 sq. ft. 7. 12 8a. R= 0 25 lin.ft. R= sq.ft. 8b. 8c. R= sq.ft. 8d. R= sq.ft. 8e. R= sq.ft. 9a -1. R = 4.1 225 sq.ft. 9a-2. R. sq.ft. 9b-1. R= sq.ft. 9b-2. R= sq.ft. 10a. R. 30 sq.ft. 124 10b. R. sq.ft. 11a. R.=6 11 b.Test report attached? Yes NoX 12a. Type: 12b. SEERIEER: Central 16.5 12c. Capacity: 56,500 13a. Type: _Elect Strib 13b. HSPF/COP /AFUE: E 13c. Capacity: 34,100 14. Yes NoX 15a. Type: 40 15b. EF: 0.92 I hereby certify that the plats and specifications covered by the calculation are in compliance mill the Florida Energy Cc" /� /i PREPARED By: ' • 60s' 6. set DATE 4/22/11 I hereby certify that this build'ing's in compliance with the Florida Energy Code: OWNER AGENT: DATE: Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Carle. Before construction Is comply, this building will be inspected tor compliance in accortlanfa with Section 651.908, F.S. BUILDING OFFICIAL DATE 2007 FLORIDA BUILDING CODE - BUILDING 13 -D.23 APPENDIX 13-D * TABLEIIB -1 MINIMUM REQUINEMENTS (See Note 1) All Climate Zones BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U- Factor = 0.65 SHGC = 0.36 %of CFA < =18% U- Factor= 0.96 SHGC = 0.63 %of CFA= 12 Exterior door type Wood or insulated Type: Walls — Ext. and Ad). (see Note 3): Franco Mass (see Note 3) Inlerbr of wall: Exterior of walk R-13 R-6 11-4 R-Value = R -Value = R -Value = 4.1 Electric resistance heat (See Note 10) Not allowed N1106AB.12.1 Ceilings (see Notes 3 & 4) R�0 R -Value = 30 Floors: Slab -on -grade Over unconditioned spaces (see Note 3) No requirement R -13 R -Value = Hot water systems (storage type) Electric (see Note 5): Gas fired (see Note 6): 40 gal: EF = 0.92 50 gat: EF = 0.90 40 gal: EF = 0.59 50 gal: EF =0.58 Gallons = EF = Gallons = EF= At conditioning systems (see Note 7) SEER =13.0 SFFR = Heat pump systems (see Note 8) SEER =13.0 HSPF = 7.7 SEER = HSPF = Gas furnaces AFUE = 78% AFUE _ Oil furnaces AFUE = 78% AFUE = Pmgraumnable thermostat (see Note 10) Must be installed on all HVAC systems. Instaped? Yesx No Ductwortc (see Note 9) Unconditioned space' Condttbned space Unvonted attic assembly per 8806.4 with insulation at the roof plane R -6, TES n tU NA R-42 Lion: Unconditioned ed space R-Value = Test report: Conditioned space R -Value = (Molest report required) Air Handier location: Unconditioned attic° or garage Conditioned space or Unvented attic assembly per 8806.4 with Insulation at the roof plane Requires test report No duct test required Location: Test report (1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; oth- erwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U- Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or lass than 16% of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exceptions: 1. Ad- ditions of 600 square feet (56 ma) or Tess may have ma,dmum glass to CFA of 50 percent 2. Renovations with new windows under z 2 foot overhang whose lower edge does net extend further than 8 feet from the overhang may have tinted glazing or double -pane clear glazing. Replacement skylights installed in renovations shall be doublepaned or single paned with a diffuser. (3) R- Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the "interior of wall° requirement (R-6) must be met except 8 at least 50% of the R-4 Insulation value required for the "exterior of wall" is installed exterior of, or integral to, the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume). (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 ` volume). (7) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2A of the Ronda Building Code, Builder; or Table N1107A8.32A of the Rorfda Building Coda, Residential (8) For all conventional units with capacities greater than 30,000 Btuihc For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu /hr see Table 13-607A8.32B of the Florida Building Coda, Building or Table N1107AB.32B of the Florida Building Code, Residential (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class 1 HERS rater to be "substantially" leak free. "Substantially leak free" shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. wc.) across the entire air distribution system, including the manufacturer's air handler enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such ducts shall either be insulated to R-6 or be installed in conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems installed in existing buildings. TABLE 115-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joins & Cracks N1106.AB.1.2 To be caulked, gasketed, weather - stripped or otherwise sealed. X Exterior Windows & Doors N1106AB.1.1 Max .3 cfmtsq.tt. window area .5 cfm q.fL door area. X Sole & Top Plates N1106AB.12.1 Sole pietas and penetrations throm#h top plates of exterior wails must be sealed. X Recessed Ltghihng N1108A8.1.2.4 Type IC rated with no penetrations (two alternatives allowed). X Multistory Houses NI108AB.12.5 Air barrier on perimeter of floor cavity between floors. X Exhaust Fans N1100AB.13 Exhaust fans vented to unconditional space shall have dampers, except for combustlon devices with integral exhaust ductwork. X Water Heaters N1112A8.3 Comply with efficiency requirements in Table N1112AB.3. Switch or dearly marked circuit breaker electric or cutoff (gas) must be provided. Extemal or bu it -ln heat trap required for vertical piste risers. X Swimming Pools & Spas N1112AB2.3.4 s�& pool heateiss must have minimum (except hermal efficiency off 78%. Heat pump p� must have a pump timer. Gas COP of 4.0. P Pool heaters shall have a minimum Flat Water Pipes N1112AB.5 Insulation Is required for hot water circulating systems (including heat recovery units). X Shower Heads N1112.AB2.4 Water flow must be res,rided to no more than 2.5 gallons g per minute at 80 psig. X HVAC Duct Construction, Insulation & Installation N111oAB All ducts, fhthigs, mechanical equipment and plenum chambers shall be mechanically attached, sealed, Insulated and Installed In accordance with the criteria of Section N1110.AB. Ducts in attics must be insulated to a minimum of R -8. x HVAC Controls N1107AB2 Separate readily accessible manual or automats thermostat for each system X 13 -0.24 2007 FLORIDA BUILDING CODE — BUILDING 4 wrightsoft" Project Summary Entire House Job: Date: 4/20/11 By: RCS ro'ect Information., For. Gervais Residence 10601 NE 6 Avenue, Miami Shores, FL Notes: New living area: 124 sq. ft Existing living area: 1,976 sq. ft. Total living area: 2,100 sq. ft Desi • n Information Weather: Miami Beach Co, FL, US Winter Design Conditions 48 °F 70 °F 22 °F Outside db Inside db Design TD Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 89 °F 75 °F 14 °F L 50 % 56 grilb Heating Summary Sensible Cooling Equipment Load Sizing Structure 38490 Btuh Structure 35620 Btuh Ducts 5571 Btuh Ducts 5587 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 44062 Btuh Use manufacturer's data n Rate/swing multiplier 0.94 Infiltration Equipment sensible load 38735 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 8416 Btuh Ducts 2141 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 2100 2100 Equipment latent load 10557 Btuh Volume (ft3) 19452 19452 Air changes/hour 0.32 0.16 Equipment total load 49292 Btuh Equiv. AVF (cfm) 104 52 Req. total capacity at 0.70 SHR 4.6 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade Trane Trade XL15I Model 10 kW Cond 4TTX5061 E1 AHRI ref no. Coil 4TEE3C10A1 AHRI ref no. 3935430 100 AFUE Efficiency 12.5 EER, 16.5 SEER 34100 Btuh Sensible doling 39550 Btuh 34100 Btuh Latent cooling 16950 Btuh 16 °F Total cooling 56500 Btuh 2000 cfm Actual airflow 2000 cfm 0.045 cfm/Btuh Air flow factor 0.049 cfm/Btuh 0.10 in H2O Static pressure 0.10 in H2O Load sensible heat ratio 0.89 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ^ - werrxsphtsoft RrcgM- Su ite® Universa18.0.08 RS000484 2011- Apr - 2215:17:30 a...tiw no..,fl; ._•e 415- 111Gervais Residence.rup Galt = MJ8 Front Door faces: Page 1 wriyhtsoft Right -J® Worksheet Entire House Job: Date: 4/20/11 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Entire House 200.0 ft 9.3 ft 2100.0 ft' New M. Bath 25.0 ft 9.0 ft heat/cool 1.0 x 124.0 ft 124.0 ft' Ty Construction U -value Or HTM Area ft') Load Area (ft') Load number (Btuhfft' - °F) (Btuhlft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1/ 13A -4as 0.143 n 3.15 2.78 162 �aMI0000000 Eii 495 434 162 157 495 434 �-l` Impact Tint 0.980 n 21.12 15.85 5 101 76 5 0 101 76 . W 13AB -Oocs 0.258 n 5.68 5.52 117 664 646 0 0 0 0 V1! 1•.- 13A-4ocs 0.143 e 3.15 2.76 63 168 147 63 53 168 147 11 Impact Tint 0.9 80 e 21.12 26.25 10 205 255 10 0 205 255 _G W �- 13AB -Oocs 0.258 e 5.68 5.52 495 1517 1475 0 0 0 0 l∎noactTint 0.960 e 21.12 26.25 228 4811 5979 0 0 9 0 -G 13AB -Oocs 0.258 s 5.68 5.52 405 1887: 1932 0 0 0 0 Impact Tint 0.960 s 21.12 7.85 55 1162 432 0 0 0 0 13A8 -Oocs 0.258 w 5.68 5.52 584 2776 2700 0 0 0 0 Impact Tint 0.960 w 21.12 26.25 14 304 378 0 0 0 0 N Impact Tint 0.960 w 21.12 26.25 19 399 496 0 0 0 0 Impact Tint 0.960 w 21.12 26.25 42 877 1090 0 0 0 0 1100 0.390 w 8.58 11.89 20 172 239 0 0 0 0 R I I D 128 -0sw 1100 0.097 0.390 n 2.13 8.58 1.72 11.89 98 20 186' 172 134 , 239 0 0 0 0 0 0 0 0 C 1613-19td 0.049 - 1.08 1.67 1976 2130 3292 0 0 0 0 C 15D -30td 0.032 _ 0.70 1.09 124 87 135 : 124 124 87 135 F 20P-Ow 0.385 - 8.47 5.39 2100 17787 11319 124 124 1050 668 6 c) AED excursion 1304 -77 Envelope loss/gain 35980 32701 2106 1638 12 a) lnfiitration 2510 799 309 98 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants a. 230 4 920 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 38490 35620 2415 1736 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 38490 35620 2415 1736 15 Dud loads 14% 16% 5571 5587 14% 15% 350 267 Total room load 44082 41207 2765 2003 Air required (cfm) 2000 2000 95 97 Printout certified by ACCAto meet reauirements of Manuel J 8th Ed. -1+1= rwrraipltr e e Right- Suite® Universal 8.0.08 RS000484 r4 an. tit*... G: An< '' e- nce4- 15- 11tGervaisResidence.rup Cato =MJ8 Front Door faces: 2011-Apr-22 15:17:30 Page 1 rightsoft Right -J® Worksheet Entire House Job: Date: 4/20/11 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Remod. M. Bdrm 15.0 6 9.0 ft heat/cool 15.0 x 12.5 ft 187.5 ft' Remod. M. WIC 0 6 9.0 ft heat /cool 13.5 x 5.5 ft 74.3 ft' Ty Construction number U -value (Btuh/ft' - °F) Or HTM (Eft uh/ft') Area ft') or perimeter (ft) Load (Btuh) Area (1 t') or perimeter (f) Load (Btuh) Heat Cool Gross NP/S Heat Cool Gross N!P /S Heat Cool B . 11 L-i W Vy L_G D g D C C F 13A -flocs Impact Tint 13AB-Oocs 13A -4ocs Impact Tint 13AB -Oocs ImoactTint 13AB -flocs Impact Tint 13AB Oocs Impact Tint Impact Tint Impact Tint 1100 12B -Osw 1100 160-19td 16030td 24P -Ow 0.143 0.960 0.258 0.143 0.960 0.258 0.960 0.258 0.980 0.258 0. 0.960 0.980 0.390 0.097 0.390 0.049 0:032 0.385 n n n e e e e s s w w w w w - n - - 3.15 21.12 5.68 3.15 21.12 5.68 21.12 5.88 21.12 5.88 21.12 21.12 21.12 8.58 213 8.58. 1.08 0.70 8.47 2.76 15.85 5.52 .76 26.25 5.52 26.25 5.52 7.85 5.52 26.25 28.25 26.25 11.89 1.72 11.89 1.67 1:09 5.39 0 0 0 0 0 135 56 0 0 0 0 0 0 0 0 0 188 0 188 0 0 0 0 0 79 0 0 0 0 0 0 0 0 0 0 188 9 188 0 0 0 0 0 449 1179 0 0 0 0 0 0 0 0 0 202 0 1588 0 0 0 0 0 437 1465 0 0 0 0 0 0 0 0 0 312 0 1011 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 74 0 74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 74 0 74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 80 0 829 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 124 0 400 6 c) AED excursion 449 -51 Envelope loss/gain 3419 3675 709 472 12 a) Infiltration b) Room ventilation 188 0 59 0 0 0 0 0 13 Internal gains: Occupants t! 230 Appliances/other 2 460 0 0 0 0 Subtotal (lines 6 to 13) 3604 4194 709 472 14 15 Less external load Less transfer Redistribution Subtotal Dud bads 14% 15% 0 0 0 3604 522 0 0 0 4194 845 14% 15% 0 0 0 709 103 0 0 0 472 73 Total room bad Air required (cfm) 4128 246 4839 235 812 32 545 26 ..ft..- ls0rr410, Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right - Suite® Univ arse! 8.0.08 RS1100484 4- 15.11\Gervais Residence. ru p Calc = MJ8 Front Door faces: 2011-Apr-22 15:17:30 Page 2 wrightsoft Right -J® Worksheet Entire House Job: Date: 4120111 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Laundry 0 ft 7.0 ft heat/cool 1.0 x 67.3 6 67.3 ft' Pwdr 8.5 ft 7.0 ft heal/cool 8.5 x 4.0 ft 34.0 ft' Ty Construction number U -value (Btuh/ft' - °F) Or HTM (Btuhlfej Area (ft') or perimeter (it) Load (Btu h) Area (f t') or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross WP /S Heat Cool 6 . 11 w 1-0 W lA/ 1---f° W --G vaf 9. D Fj C C F 13A -4ocs Impact lint 13AB -Oocs 13A -4ocs Impact Tint 13AB -Oocs Impact Tint 13AB -Oocs Impact Tint 13A8 -Oocs Impact Tit Impact Tint ImpactTint 1100 12B-Osw 11130 16D -19td 160 -30td 20P-Ow 0.143 0.980 0.258 0.143 0.980 0.258 0.960 0.258 0.980 0.258 0.960 0.960 0.960 0.390 0.097 0.390 0.049 0.032 0.385 n n n e : e ' e e s s w w w w w - ' . n - 115 21.12 5.68 3.15 21.12 5.88 21.12 5.88 21.12 5.88 21.12 21.12 21.12 8.58 2.13 158 1.08 0.70 $.47 2.78 15.85 5.52 2.76 26.25 5.52 26.25 5.52 7.85 5.52 28.25 28.25 26.25 11.89 1.72 11.89 1.67 109' 5.39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 70 20 67 0 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50 20 67 0 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 106. 172 72 0 570 0 0 0 0 0 0 0 0 0 0 0 0 0 0 86 239 112 0 362 0 0 0 0 0 0 0 0 0 60 0 0 0 0 28 0 34 0 34 0 0 0 o ' 0 0 0 0 0 60 0 0 0 0 28 0 34 0 34 0 0 0 0 0 0 0 0 0 338 0 0 0 0 0 37 0 288 ESo54 00000000000000 8 c) AED excursion -79 -83 Envelope loss/gain 921 721 722 553 12 a) Infiltration b) Room ventilation 0 0 0 0 82 0 28 0 13 Internal gains: Occupants © 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 921 721 804 579 14 15 Less external toad Less transfer Redistribution Subtotal Duct loads 14% 15% 0 0 0 921 133 0 0 0 721 111 14% 15% 0 0 0 804 116 0 0 0 579 89 Total room load Arc required (cfm) 1054 48 832 40 920 42 888 32 Printout certified by ACCA to meet all reauirements of Manual J 8th Ed. wa- tiehotasa mrk- Rig ht-Su keg, Universal 8.0.08 RSU00484 4- 15- 111Gervais Residence.rup Cale = MJ8 Front Door faces: 2011- Apr -22 15:17:30 Page 3 wrightsoft Right -J® Worksheet Entire House Job: Date: 4120111 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area IGh,hen 17.5 ft 9.0 ft heat/cool 1.0 x 221.5 ft 221.5 ft' Living Room 21.5 ft 11.0 ft heat/cool 1.0 x 377.3 it 377.3 ft' Ty Construction number U -value (Btuh/ft' - °F) Or HTM (Bt uhfft' Area (ft') or perimeter (ft) Load (Btuh) Area (ft') or perimeter (ft) Load (Btuh) Heat Cool Gross N/P!S Heat Cool Grass N/P/S Heat Cool 6 . . 11 TT 13A -4ocs Impact Tint 13AB -Oocs 13A -4ocs Impact Tint 13AB -Oas Impact Tint 13A8 -0oes Impact Tint 13A8 -Oocs Impact Tint Impact Tint Impact Tint 1100 12B-Osw 11130 16D -19td 160 -30td 20P -Ow 0.143 0.960 0.258 0.143 0.960 0.258 0.960 0.258 0.960 0.258 0.960 0.960 0.960 0.390 0.097 0.390 0.049 0.032` 0.385 n n n e e e e : s s w w w w w - n - - 3.15 21.12 5.68 3.15 21.12: 5.88 21.12 5.68 21.12 5.68 21.12 21.12 21.12 8.58 2.13' 8.58 1.08 0.70 8.47 2.76 15.85 5.52 2.76 26.25 5.52 26.25 5.52 7.85 5.52 26.25 26.25 26.25 11.89 172 11:89 1.67 1:09 5.39 0 0 0 0 0 0 0 27 0 131 14 0 0 0 0 0 222 0 222 0 0 0 0 0 0 0 27 0 116 0 0 0 0 0 0 222 ; 0 222 0 0 0 0 0 0 0 153 0 659 304 0 0 0 0 0 239 0 1876 0 0 0 0 0 0 0 149 0 641 378 0 0 0 0 0 389 0 1194 0 0 0 0 0 0 0 0 0 237 0 0 42 20 0 0 377 0 377 0 0 0 0 0 0 0 0 0 175 0 0 0 20 0 0 377 0 377 0 0 0 0 0 0 0 0 0 993 0 0 877 172 0 0 407 0 3195 0 0 0 0 0 0 0 0 0 966 0 0 1090 239 0 ;" 0 628 0 2033 6 c) AED excursion - 133 253 Envelope loss/gain 3231 2598 5644 5209 12 a) Infiltration b) Room ventilation 217 0 69 0 325 0 103 0 13 Internal gains: Occupants tg 230 Appliances/other 0 0 1200 0 0 0 Subtotal (tines 6 to 13) 3448 3867 5969 5313 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 14% 15% 0 0 0 3448 499 0 0 0 3867 595 14% 15% 0 0 0 5989 864 0 0 0 5313 817 Total room bad Air required (cfm) 3947 179 4482 217 6833 310 6130 322 Prjntotit certified by ACCA to meet III red ilements of Manual J nth Ed. -4 *. enrr rh . ple Rig ht-Su ite® U niv er sal 8.0.08 RSU00484 -^- ^ ` ^n0 ^^^ ^' F' 4- 15- 111Gervais Residence.rup Cale = MJ8 Front Door faces: 2011-Apr-22 15:17:30 Page 4 r�> Right -J® Worksheet Entire House Job: Date: 4120111 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Family Room 22.5 ft 9.0 ft heaifcool 22.5 x 13.5 ft 303.8 ft2 Bedroom 3 40.5 ft 9.0 ft heat/cool 1.0 x 255.5 ft 255.5 ft' Ty Construction U -value Or HMI Area (ft') Load Area (ft') Load number (Bt uhfft2 - °F) (Bt uhfft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P /S Heat Cool Gross N/P /S Heat Cool 6 yt t � 13A-4ocs 0143 n 3.15 2.76 0 00000000 aigtS00000 0 0 0 0 0 0 0 Impact Tint 0.960 n 21.12 15.85 0 0 0 0 0 0 0 W . 13AB-Oocs 0.258 n 5.68 5.52 0 0 0 63 63 358 348 . W 13A -4ocs 0.143 e 3.15 2.76 0 0 0 0 0 0 0 11 I----G Impact Tint 0.960 e 21.12 2625 0 0 0 0 0 0 0 W 13AB -Oocs 0.258 e 5.88 5.52 64 383 354 158 124 704 685 V--G Impact Tint 0.960 e 21.12 28.25 0 2924 3634 34 0 708 879 Vt/ L. 13AB -flocs 0.258 s 5.68 5.52 0 0 0 144 130 740 720 lmpactTint 0.960 s 21.12 7.85 0 0 0 14 14 289 107 -G IN 13AB -Oocs 0.258 w 5.68 5.52 0 0 0 0 0 0 0 Impact Tint 0.980 w 21.12 26.25 0 0 0 0 0 0 0 impact Tint 0.960 w 21.12 26.25 0 0 0 0 0 0 0 Impact Tint 0.960 w 21.12 26.25 0 0 0 0 0 0 0 11130 0.390 w 8.58 11.89 0 0 0 0 0 0 0 9 12B -Osw 0.097 213 1.72 0 0 0 0 0 0 0 1...._.0 1100 0.390 n 8.58 11.89 0 0 0 0 0 0 0 C 16D -19td 0.0.49 - 1.08 1.67 304 327 506 256 256 275 426 C 16D -30td 0.032' - 0.70 1;00 0 0 0 0 0 0 0 F 20P -Ow 0.385 - 8.47 5.39 304 2573 1637 256 256 2164 1377 6 c) AHD excursion 1416 -85 Envelope loss/gain 6188 7547 5237 4457 12 a) Infiltration 278 89 501 159 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants © 230 0 0 1 230 Appliances/other 0 0 Subtotal (Ones 6 to 13) 6468 7636 5738 4846 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6466 7636 5738 4846 15 Duct loads 14% 17% 936 1284 14% 15% 831 745 Total room load 7402 8919 6568 5591 Air required (cfm) 446 433 255 251 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. a°wrvre--towtotacwist- Rig ht-Su ite® Universal 8.0.08 RSU00484 ' nue 4-15-11tGervais Residence.rup Cato =MJ8 Front Door faces: 2011-Apr-22 15:17:30 Page 5 wrigh Right -J® Worksheet Entire House Job: Date: 4/20/11 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Bath 2 5.5 ft 8.0 ft heat/cool 1.0 x 96.8 ft 96.8 ft' WIC 2 0 ft 9.0 ft heat/cool 7.0 x 8.0 ft 56.0 ft' Ty Construction number U -value (Btuh/ft' - °F) Or HTM (Btuh/ft') Area (ft') or perimeter (ft) Load (Btuh) Area (ft') or perimeter (ft) Load (Btuh) Heat Cool Gross N/P /S Heat Cool Gross NIP'S Heat Cool 6 11 W I- -G W yt I---G w -G w 1 - G R q 1 D C C F 13A -4s oo ImpactTint 13A0 -Ooca 13A -400s Impact Tint 13AB -Oocs Impact Tint 13AB -Oocs Impact Tint 13A8 Oas Impact Tint Impact Tint Impact Tint 1100 12B -Osw 1100 160 -19td 18D30td 20P-Ow 0.143 0.980 0.258 0.143 0.980 0.258 0.960 0.258 0.960 0.258 0.980 0.960 0.960 0.390 0.097 0.390 0.049 0.032 '- 0.385 n n n e e e e s s w w w w w - - n - - 3.15 21.12 5.68 3.15 21.12 5.68 21.12 5.68 21.12 5.68 21.12 21.12 21.12 8.58 2.13 8.58 1.08 0.70< 8.47 2.76 15.85 5.52 2.76 28.25 5.52 28.25 5.52 7.85 5.52 26.25 26.25 26.25 11.89 1.72 11.89 1.67 1.09 5.39 0 0 0 0 0 0 0 50 14 0 0 0 0 0 0 0 97 0 97 0 .0 0 0 0 0 0 36 14 0 0 0 0 0 0 0 97 0 97 0 0 0 0 0 0 0 203 289 0 0 0 0 0 0 0 104 0 819 0 0 0 0 .0 0 0 198 107 0 0 0 0 0 0 0 161 0 521 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r 0 56 0 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 58 0 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 0 474 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 93 0 302 6 c) AED excursion -99 -39 Envelope loss/gain 1418 889 535 356 12 a) Infiltration b) Room ventilation 68 0 22 0 0 0 0 0 13 Internal gains: Occupants 230 Appliances/other 0 0 0 0 0 0 Subtotal (fines 6 to 13) 1484 910 535 356 14 15 Less external load Less transfer Redistribution Subtotal Dud loads 14% 15% 0 0 0 1484 215 0 0 0 910 140 14% 15% 0 0 0 535 77 0 0 0 356 55 Total room bad Alr required (dm) 1699 49 1050 51 612 22 411 20 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -lid- rilsor +c+siee - Rig ht-Su lte® Universal 8.0.08 RSU00484 4- 15.111Gervai5 Residence.rup Calc = MJ8 Front Door faces: 2011-Apr-22 15:17:30 Page 6 41' wright ft' Right -J® Worksheet Entire House Job: Date: 4/20111 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area WC on ft 9.0 ft heat/cool 4.0 x 6.0 ft 24.0 ft' Bedroom 2 38.0 ft 9.0 ft heat/cool 1.0 x 278.3 ft 278.3 ft' Ty Construction number U -value (Bt uh/ft' - °F) Or HTM (Btuh/ft') Area ft') or perimeter (ft) Load (Btuh) Area ft') or perimeter (ft) Load (Btuh) Heat Cool Gross N/P /S Heat Cool Gross IONS Heat Cool 6 . . 11 13A-4ocs Impact Tint 13A13-0o s 13A -4ocs Impact Tint 13AB -Oocs Inroad Tint 13AB -flocs Impact Tint 13AB -Oocs Impact Tint Impact Tint Impact Tint 1100 12B -Osw 1100 16D -19td 160 -30td 20P-Ow 0.143 0.960 0.258 0.143 0.960 0.258 0.960 0.258 0.980 0.258 0.980 0.960 0.980 0.390 0.097 0.390 0.049 0 -032 0.385 n n n .e . e e e s s w w w w w n - - 3.15 21.12 5.68 3.15 21.12 5.68 21.12 5.68. 21.12 5.68 21.12 21.12 21.12 8.58 2.13 8.58 1.08 0.70 8.47 2.76 15.85 5.52 2.76 26.25 5.52 26.25 5.52 7.85 5.52 26.25 26.25 28.25 11.89 1.72 11.89 1.67 1.09 5.39 0 0 0 0 0 0 0 54 14 0 0 0 0 0 0 0 24 0 24 0 0 0 0 0 0 0 40 14 0 0 0 0 0 0 0 24 0 24 0000000 - 00000000 0 0 0 0 Q 0 0 223 107 0 0 0 0 0 0 0 40 0 129 0 0 54 0 0 0 0 131 14 158 0 19 0 0 0 0 278 0 278 0 0 54 0 0 0 0 117 14 139 0 0 0 0 0 0 278 0 278 0 0 307 0 0 0 0 661 298 787 0 399 0 0 0 0 449 0 2357 0 0 298 0 0 0 0 643 110 765 0 498 0 0 0 0 464 0 1500 6 c) AED excursion -51 -137 Envelope loss/gain 487 448 5256 4139 12 a) Infiltration b) Room ventilation 74 0 24 0 470 0 150 0 13 Internal gains: Occupants Cg 230 Appliances/other 0 0 0 1 230 0 Subtotal (lines 6 to 13) 561 471 5726 4518 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 14% 15% 0 0 0 561 79 0 0 0 471 73 14% 15% 0 0 0 5726 802 0 0 0 4518 695 Total room bad - Air required (cfm) 840 23 544 26 6528 253 5213 250 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wit- leh #SO4Fi:^ Right- Suite® Universal 8.0.08 RS000484 rria Arohit«>atGerva : - t .- 4.15- 11\Gervais Residence.rup Cale = MJB Front Door faces: 2011-Apr-22 15:17:30 Page 7 TAVERAS ENGINEERING, INC. Structural Consultant CA#27190 244 Poinciana Drive Jupiter, FL 33458 (P) 561- 358 -9621 (F) 561 -346 -5962 RI PACKAGE ENp\W PROJE NAME: ADDRES JOB # : idence 1 NE 6th Ave i Shores, FL 33138 04 -057 CLIENT: NAME: aRCHo Corporation ADDRESS: 22934 Oxford Place -D Boca Raton, FL 33433 PHONE #: 954 - 477 -2567 I certify that the engineering listed on the index sheet has been designed and checked for compliance with the Florida Building Code 2007. To my Taveras 4/1 FL PE 60514 As witness to my seal, t hereby certify that the above information is true and correct to the best of my knowledge and belief. Project: Gervais Residence 10601 NE 6th Ave Miami Shores, FL 33138 Date: 04/14/11 Engineer: Tommy Taveras Job No. Reviewed by: 04 -057 TT TABLE OF CONTENTS 1 Wind Load Analysis Design Gravity Loads Masonry Wall Design 4 Wall Footing Design 5 Wood Beam /Rafter Design 6 Wood Bolted Ledger 7 Roof Wind Loads and Anchor Design Page 1-4 5 6 -8 9-11 12 -14 15-16 17 -20 Total number of sheets, including this sheet and cover page = 21 To my Taveras 4/14/2011 FL PE 60514 I certify that the engineering listed on this sheet has been designed and checked for compliance with the Florida Building Code 2007. Project: C.3ervais Residence 10601 NE 6th Ave Miami Shores. FL 33138 Date: Engineer: 04fl4/i1 Tommy Taverns 04-057 TT D LOAD 4,,NALYSIS BASED ON ASCE 7 - 05: SECT 6.5 3..' t 'Ei..g.: 2. - ANALYTICAL PROCEDURE - LOW RISE BUILDINGS: 1-1<60ft Coir:_v: 140 Exposure C 4'1 E.xposilre r".; 140, 130, or .120 Exposure 8 C www dca.state.17.tistilleclifhafinclepageimaps/county mapsipoirnbeaoh2_141.pdf Width of corner strip, a = Velocity Pressure, psf = clii=0.002561(zKeKd(V2)1 5.03 ft 40.43 psf DESIGN PRESSURES FOR MWFRS: 1 INPUT Basic Wind Speed (mph) = 146 Exposure = C 5 : 6 Height of Building's Ridge, ft = 19 Height of Building's eave, ft = 15 Mean Roof Height (ft) = 17.00 Slope of Roof (X/Y) = 0.25 Slope of Roof Degree = 14.04 Minimum Building Width (ft) = 50.25 Building Length, ft = 74.3 Wind Directionality Factor, Kd = 0,85 6.5.1 1 Building Category = II Importance Factor = 1.00 Classification = Enclosed. Internal Pressure = Coefficient, Gcpi = 0.18 ...o.ia 6 t I I 1 Topographic Factor, Kzt = 1.00 Velocity Pressure Exposure Coefficient, Kz = 0.87 6.5 9 Section -----■••■■•••• ---Ttatik Wad Foss **Wig System —Method 2 ...."w1Pyste 440 (eased) rztorsid Prawn Coeffiek"Cii Zuelteed ttundisis t Job No. Reviewed by: it 410 ft. Low-rise Was & Rosh g Sand legSuifeas 11131111E11110111131111011113111E31 It 1E3 a MIMS lirMIIMI. I 110rIll IRTAI irni linaarm IEM1 MEM EMI IMII EMI EMII. IIMI le....7 WM/ I WE/ OM IIE ll'Al Wril 11F111#1 IlEtIII 111F-11 NMI WM E'EN EMI NMI NM] UM Erni 110r31111M. 11E73 I IEUI lEr7 EMI EMI sus MU7l. EMI 11M11 6.5 10 P=qh [(GCpf)-(GCpI)] Where: P = pressure in the appropiate zone GCpi = product of gust factor and internal pressure coefficient. GCpf = product of gust factor and external pressure coefficient, see table: For a roof angle = 14.04 Surface CCpf 1 2 3 4 1E 2E 3E 4E 5 6 0.478 -0.690 -0.436 -0.374 0.725 -1.070 -0.626 -0.557 -0.450 -0.450 Net Pressures, psf r=ah [(GCpf)- (GCpi)] Velocity Pressure, psf = Surface Roof Angle, 0 = 14.04 GCpf Net Pressure With +GCpi -GCpi 0.18 -0.18 1 0.48 12.06 26.61 2 -0.69 -35.17 -20.62 3 -0.44 -24.91 -10.36 4 -0.37 -22.41 -7.86 1 E 0.72 22.01 36.57 2E -1.07 -50.53 -35.98 3E -0.63 -32.60 -18.05 4E -0.56 -29.78 -15.22 5 -0.45 -25.47 -10.91 6 -0.45 -25.47 -10.91 40.43 Net Pressure, kips +GCpi -GCpi Surface Area, ft2 0.18 -0.18 1 482 5.81 12.82 2 1664 -58.52 -34.31 3 1664 -41.46 -17.24 4 482 -10.80 -3.79 1E 75 1.66 2.76 2E 260 -13.15 -9.36 3E 260 -8.49 -4.70 4E 75 -2.24 -1.15 Horizontal' 15.24 15.24 of surfaces Vertical - 117.98 -63.65 1. Horizontal load at top of wall (to shear walls) sine(ra)= 0.24259923 cos(ra)= 0.9701266 �xu'l�` 11rx� .snt ROM In v20° -sceI T IAreeaiFM.6 -10. MFpor°(1 +1E) +0+40 0+31)- (2+24rseie(*a) Zf„, = t13 +3E)+12 +217cosme(ra) Oral in Lon d n Dir ction (Alone, Bldg Width) Surface Net Pressure, kips +GCpi -GCpi Area, ft2 0.18 -0.18 1 302 3.64 8.02 2 1539 -54.14 -31.74 3 1539 -38.35 -15.95 4 302 -6.76 -2.37 1E 75 1.66 2.76 2E 385 -19.45 -13.85 3E 385 -12.55 -6.95 4E 75 -2.24 -1.15 Horizontal' 8.79 8.79 of surfaces Vertical - 120.77 -66.43 1. Horizontal load at top of wall (to shear walls) Design Pressures for Components & Cladding: P =qn [(GCp)- (GCpi)l • Velocity Pressure, psf = 40.43 Roof Angle, degrees = 14.04 Where: P = pressure in the appropiate zone P,,,i„= 10 psf (Sec. 6.1.4.2) = 10 GCp = External pressure coefficient, see table below: +Gcpi = -Gcpi = 0.18 -0.18 Window & Doors Des n Wind Mark Effective Wall Zone GCp -GCp Pos. Area, ft2 4 or 5 Psf W1 W2 D1 D2 label label label label label label label 10.00 10.00 20.00 20.00 50.00 50.00 75.00 75.00 100.00 100.00 140.00 4 1.00 -1.10 5 1.00 -1.40 4 0.95 -1.05 5 0.95 -1.29 4 0.88 -0.98 5 0.88 -1.15 4 0.85 -0.95 5 0.85 -1.09 4 0.82 -0.92 5 0.82 -1.05 Neg. psf 4 0.80 -0.90 39.52 43 Width of corner strip, a (Zone 5) = 5.03 ft Componets 8i Cladding Cipifft Loads Effective Area ft2 10 Zone 1 GCp 0.50 Zone 1 Pos. 2748:: -GCp -0.90 Neg. - 43.6€- Zone 2 GCp 0.50 Zone 2 Pos. 2749 -GCp -1.70 Neg. :;.. -76. Zone 3 GCp 0.50 Zone 3 Pos. ;41 -GCp -2.60 Neg. 3 18d RINK-SHANK I CA! 1. Penetration into southern pine with G=0.55 2. CD duration factor -Table 2.3.2 3. C „, wet service factor -Table 10.3.3 4. Ct Temperature factor -Table 2.3.3 5. C m Toe -nail factor - Section 11.5.4 d' Effective ZONE Wind Nail Penetration W, lb/in. Total Allow. Load Pres. Psf Spacing inches Table 112C Value, Ibs Co Ce Ct Ca, psf 1 43.66 6 1.875. 35 65.625 1.5 1 0.8 1 168 2 76.00 4 1.875 35. 65 625 1.6 1. 0.8 1 252 3 112.38 4 1.875 35 65.625 ` 1.6 1' 0.8 1 252 1. Penetration into southern pine with G=0.55 2. CD duration factor -Table 2.3.2 3. C „, wet service factor -Table 10.3.3 4. Ct Temperature factor -Table 2.3.3 5. C m Toe -nail factor - Section 11.5.4 d' Data: Engineer; Loads -1 Gervais Residence 10601 NE 6th Ave Miami Shores, FL 33138 04/14/11 Tommy Taveras J013 NO. REVIEW BY: 04 -057 TT 'DESIGN DEAD AND LIVE. LOADS BASED ON ASCE 7 05 AND FBC -SECT. 1609 Input A^ `^ Loud Values Roof Plywood 2.00 psf 0.4 psf per 1/8 thickness Roof Tile /Shingle 8.00 psf 12 psf for 2" tile, 20 psf for 3" tile, 2 psf for asphalt shingles Mortar 0.00 psf 10 psf Insulation 2.00 psf 1.5 psf for Fiberboard, 0.75 rigid insulation Composition 0.00 psf 1 psf for 3 ply, 6 psf for 5 ply with gravel Wood Truss 8.00 psf 10 psf for roof and floor trusses Steel Joist 0.00 psf 4 psf Steel Deck 0.00 psf 2.5 psf for 20 gage, 3 psf for 18 gage Fireproof 0.00 psf 1 psf for 3 ply, 6 psf for 5 ply with gravel Waterproof : 0.00 psf 1.5 psf bituminous, 1.0 psf liquid applied, 0.7 psf single ply sheet Concrete Deck 0.00 psf 150Ibs/ft^3 conc, 120 Ibs/ft"3 light weight Misc 0.00 psf psf Ceiling Gypsum Board 5.00 psf 0.55 per 1/8 Suspended Ceiling 0.00 psf 2 psf steel channel system, 15 psf metal lath & cement plaster M /E/P 0.00. psf 5 psf Plaster 0.00 psf 5 psf on concrete, 8 psf on wood lath Total = 25.0 psf Roof Live Load - FL Building Code (FL BC) - Hurrican Zones - 1615.1= Floor Dead Load 20 psf Input Load Values Plywood 2.00 psf 0.4 psf per 1/8 Ceramic Tile 0.00 psf ceramic tile 150 Ibs /ft ^3, mortar 130 Ibs /ft "3 Cement Finish 0.00 psf 150 Ibs/ft"3 Wood Truss 8.00 psf 10 psf for roof and floor trusses Steel Joist , 0.00 psf 4 psf Steel Deck 0.00 psf 2.5 psf for 20 gage, 3 psf for 18 gage Fireproof. ' 0.00 psf 1 psf Concrete Deck 0.00 psf 150Ibs/ft"3 conc, 120 Ibs /ft"3 light weight Frame partitions 8.00 psf 8 psf wall with gypsum, 20 psf wall with plaster 0.00 Misc. Ceiling Gypsum Board 0.00 psf 0.55 per 1/8 Suspended Ceiling 3.00 psf 2 psf steel channel system, 15 psf metal lath & cement plaster Mechanical Duct. 4.00 psf 4 psf Plaster 0.00 psf 5 psf on concrete, 8 psf on wood lath Total = 25.00 psf 5 Gervais Residence 10601 NE 6th Ave Miami Shores, FL 33138 04/14/11 Tommy Taveras JOE NO. 04-057 REVIEW BY: TT Desi • n of Mason Wall - Based on: AC1530 -05- SECTION 2 Allowable Stress Desi n & Florida Buildin. Code 2007 Masonry Wall Input Wall Wall Unbraced Total 2nd 3rd Total Roof Thickness Reinf Bat Wall Height Height Tributary Tributary FloorTrib. Tributary Spacing Size Weight, psf hunt, Fitt„, width width width width in in 8 ft ft ft ft wall -1 wall -2 label label label 7.63 7:63 7.63 7.63 7:63 32 32 24 48 48 10 10.00 0.00 : 0.00 0.00 7.00 10 14.00 0.00 0.00 0.00 4.00 1 1.00 0.00...;; 0.001 . (.00 0.00 t` 1.00 0.00 0.00` 0.00 0.00 1 1.00 0.00 0.00 0.00 0.00 wail Location.: .. wall-1 wall -2 label label label garage sidewall garage endwall not used. not used. not used. Design wind values from wind load analysis: V = 146 mph I = 1.00 h = 17.00 ft Kz = 0.88 Kzt= 1.00 Kd = 0.85 qh = 40.43 psf Width of corner strip, a = Roof Angle, 0 = P-- gh((GCpf) (Gcpi 5.03 ft 14.04 degrees Design Gravity Loads, PSF FLa,= 25 FLu,= 40 Rm.= 25 Ru = 20 1 The design pressure is based on the larger of the trib. area or effective area. The resulting pressure is appaed on the trrb. area. 2. The effeciive Area = Span length • effective width (need not be less than 1/3 span length) = h ,,. • 1/3 h TABLES 2 -1: Guide to the Use of the Wind Load Provisions of ASCE -07 `or 10 <:1.... ` 1 .!!G6.-0.1766 LOC?A) 'rot A >500 = 0 7 .n- zone 4..A -1O. • l zone 4 - 10<A<S00 = .2 -5S -p 1786`1..0G(A) zone 4- A>500 - -08 zone s - A<10 ...1.4 zone 5 _ 10,-A<50:.) = -1 7532+() 3532'1.0(3(A) ne A >500 Wind Pressures on Wall From Components and Cladding' Wall Trib. Effective GCp ( +) Wall Zone GCp ( -) GCPI ( +) Gcpi ( -) P( +) P( -) Area Areal 4or5? W1 W2 ft2 ft2 psf psf wail -1 26.67 33.33 0.91 4 -1.01 0.18 - 0.18 44 -48 wai1-2 26.67 33.33 0.91 4 -1.01 0.18 - 0.18 44 -48 label 2.00 0.33 1.00 4 -1.10 0.18 - 0.18 48 -52 label 4.00 0.33 1.00 4 -1.10 0.18 -0.18 48 -52 label 4.00 0.33 1.00 4 -1.10 0.18 -0.18 48 -52 0 0.00 0.00 1.00 4 -1.10 0.18 - 0.18 48 -52 1 The design pressure is based on the larger of the trib. area or effective area. The resulting pressure is appaed on the trrb. area. 2. The effeciive Area = Span length • effective width (need not be less than 1/3 span length) = h ,,. • 1/3 h TABLES 2 -1: Guide to the Use of the Wind Load Provisions of ASCE -07 `or 10 <:1.... ` 1 .!!G6.-0.1766 LOC?A) 'rot A >500 = 0 7 .n- zone 4..A -1O. • l zone 4 - 10<A<S00 = .2 -5S -p 1786`1..0G(A) zone 4- A>500 - -08 zone s - A<10 ...1.4 zone 5 _ 10,-A<50:.) = -1 7532+() 3532'1.0(3(A) ne A >500 1. Calculate Vertical Load on Masonry Wail per Linear Foot ofWaIi @ wall mkiheight. ANALYSIS: f m, psi 1500: FY, psi = 60000 Fs, psi = 24000 Em = 900*Pm, psi = 1350000 Es, ksi = 29000000 Special Inspection? Y/N = Y Modular Ratio, rt = 21.48 Allowable Stress Factor, SF = 1.33 Allow. Bending Stress, fb =.33* m*SF, psi = 665 Allow. Steel Stress, fa*SF, psi 31920 Calculate Vertical Load On wall' Masonry Wall Wall Total Total Total Total d Reinf. Total Lateral kd DLfioo, +roof DI -wail LLaoor LL,orr (DL + LI- ) Load Wind Factor, k kd (tf= 1.25") j jd 1.076 0.912 (DL + LL) Load (AJbd) Ibs.4t Ibs/ft ibs/ft ibs/ft lbshft N/A Ibs/ft tbs/(t wall -1 175 225 0 140 400 AnalyisOK 540 48.0 wall -2 100 405 0 80 505 0.2790 585 48.0 label 0 23 0 0 23 0.00251 23 51.7 label 0 23 0 0 23 0.153 23 51.7 label 0 23 0 0 23 label 23 51.7 1. Calculate Vertical Load on Masonry Wail per Linear Foot ofWaIi @ wall mkiheight. ANALYSIS: f m, psi 1500: FY, psi = 60000 Fs, psi = 24000 Em = 900*Pm, psi = 1350000 Es, ksi = 29000000 Special Inspection? Y/N = Y Modular Ratio, rt = 21.48 Allowable Stress Factor, SF = 1.33 Allow. Bending Stress, fb =.33* m*SF, psi = 665 Allow. Steel Stress, fa*SF, psi 31920 k + - pn and} =1_k13 C= kd*fo *.5 *b T =As *Fa Rect, Beam Analysis Moment Equations: Mm = (fb *kd"b*jd)/2 Ma= As*fald TEE -BEAM ANALYSIS: td>tq Calculate Forces Masonry Wall Moment Aslft d Reinf. tfld N.A. Depth kd If kd<tf j & jd for Red. Analy. Masonry Wall M,Ni„ d in Ratio, p Ph Factor, k kd (tf= 1.25") j jd 1.076 0.912 3.479 N/A (AJbd) 0.328 0.282 1.076 Rect Bin (1-k/3) N/A label g -ft in2/ft in b =12" 3.417 N/A in AnalyisOK 0.247 0.941 wall -1 600 0.115 3.815 0.00251 0.0540 0.2790 1.064 OK 0.907 3.460 wall -2 600 0.115 3.815 0.00251 0.0540 0.2790 1.064 OK 0.907 3.460 label 6 0.153 3.815 0.00335 0.0719 0.3142 1.198 OK 0.895 3.416 label 6 0.077 3.815 0.00167 0.0360 0.2347 0.895 OK 0.922 3.517 label 6 0.077 3.815 0.00167 0.0360 0.2347 0.895 OK 0.922 3.517 k + - pn and} =1_k13 C= kd*fo *.5 *b T =As *Fa Rect, Beam Analysis Moment Equations: Mm = (fb *kd"b*jd)/2 Ma= As*fald TEE -BEAM ANALYSIS: td>tq Masonry Wall tfld k kd j jd in wall -1 0.328 0.282 1.076 0.912 3.479 N/A wall -2 0.328 0.282 1.076 0.912 3.479 N/A label 0.328 0.314 1.199 0.898 3.417 N/A label 0.328 0.247 0.941 0.944 3.603 N/A label 0.328 0.247 0.941 0.944 3.603 N/A r, in R 1:280 k = PIP L Va(Jd)2 *,p +(91d) J 6 - 3(Vd) Tee Beam Analysis Moment Equations: Ma = As*fa *ld Mm =Cid = Fb(14f/(2kd)) *(b*tf) *ld 6 - «J4) + 2(t/d)2 + (tJd)3(2pn) 7 CHECK INTERACTION EQUATION: fa /Fa +MmaxlMaiiow. < 1 Masonry Wall Allowable Bending Moments For Masonry & Steel 8 in. Steel Moment Mas. Moment Solid Grout 7.6 11.8 Masonry Wail Ma Mm Unbraced P Equly. Height max Thickness Nine. tbs/ft (table below) in Mactual Check radius of gyration r slenderness ratio h mb /r slenderness factor R F. Ibs/ln 2 Check 1.< F. Mgt <Ms or M. 10.00 fbs-In Ibs-in 55.2 Ibs -in 2.20 wail -1 12702 14693 Ms Controls! 7202 OK wall -2 12702 14693 Ms Controls! 7202 OK label 16717 16333 Mm Controls! 78 OK label 8606 12561 Ms Controls! 78 OK label 8606 12561 Ms Controls! 78 OK CHECK INTERACTION EQUATION: fa /Fa +MmaxlMaiiow. < 1 Masonry Wall Wail Axial Compression Check 8 in. 12" Solid Grout 7.6 11.8 Grout at 16" 5.8 Unbraced P Equly. Height max Thickness Nine. tbs/ft (table below) in Anet in .2 fa (Pmax. /A„et) psi radius of gyration r slenderness ratio h mb /r slenderness factor R F. Ibs/ln 2 Check 1.< F. wall -1 10.00 400 4.6 55.2 7.2 2.20 54.5 0.849 318 OK wall -2 10.00 505 4:6 55.2 9.1 2.20 54.5 0.849 318 OK label 1.00 23 4.6 55.2 0.4 2.20 5.4 0.998 374 OK label 1.00 23 4,9- - 58.8 0.4 2.20 5.4 0.998 374 OK Label 1.00 23 7.6 91.2 0.2 2.20 5.4 0.998 374 OK DEFINITIONS: Axial Compresslon Stress, F, = Radius of Gyration, r = Slenderness Ratio, h , /r = Slenderness Factor, R 1/4 "Pm "R (I/A„)05 =te /(12)0.& h Mb.lr for (h ,„nb /r) <99 = 1- (h/(140`r) ^2) for (h anb, h0>99 = (70 r/h) ^2 Soho' Thickne:ss ?CHl i`K INTERAtTIQN 8 in. 12" Solid Grout 7.6 11.8 Grout at 16" 5.8 8.5 24" 5.2 7.5 32" 4.9 7 40" 4.7 6.7 48" 4.6 6.5 No Grout 4 5.5 For members having an h/rratio not greater than 99: F „ =4Ys )%:„ 1-(140rJ2] (2 -12) For members having as h1r rand greater than 99: 70r' F =(y} fm l rr h 1 1 Fb =(Y,) f' (2 -13) (2 -14) Zabel ?CHl i`K INTERAtTIQN fa Fa farFa Mmax. Man Ow MrltdMal3OW inter. Check lbs/in 2 ibs -in. Ibs -in. Eqt. Erlt < 1 wall -1 7.2 318 0.02 7202 12702 0.57 0.59 OK wall -2 9.1 318 0.03 7202 12702 0.57 0.60 OK label 0.4 374 0,00 78 16333 0.00 0.01 OK label 0.4 374 0.00 78 8606 0.01 0.01 OK label 0.2 374 0.00 78 8606 0.01 0.01 OK 8 Wall Ftg-1 Gervais Residence 10601 NE 6th Ave Miami Shores, FL 33138 04/14111 Tommy Taveras JOB NO. REVIEW BY; 04-057 Tr $irenth D - e$ed (.) AC ida BUild i Code 2007 Design Parameters: Soil Bearing Capacity, psf = Conc Cover = fc 2500 3.00 inch 3000 psi 0.85 for footing shear design 0.90 for footing bending design Wall Input Check Uplift Vs DL of wall B Width in H Depth in Footing Mark Footing Type S or M Slab Thickness For M FTG in Long. Steel Floor(s) LL Psf Transv. Steel # of Bars Bar Size Bar Size Bar Spcg in wall-1 24 12 WF24 M 4 3 5 4 12 wall-2 24 12 WF24 M 4 3 5 4 12 label 1 1 S 1 1 5 4 1 label 1 1 S 1 1 6 4 1 label 1 1 S 1 1 5 4 1 label 1 1 S 1 1 5 4 1 label 1 1 S 1 1 5 4 1 label 1 1 S 1 1 5 4 1 nwe, dcie tovng. • Ci6I7OZeS ML,170 fC 00711,9 Wall Calculate vertical load on wall: Check Uplift Vs DL of wall Wall Wall Total Height h ft Wall Thickness b in Wall Floor(s) Weight, psf Tributary width ft Floor(s) DL psf Floor(s) LL Psf Roof Tributary width ft Roof DL Psf Roof LL Psf Roof Wind Loadl Pe wall-1 10.00 7.63 45 0.00 25 40 7.00 25 20 -35 wail-2 14.00 7.63 45 0.00 25 40 4.00 25 20 -35 label 1.00 7.83 45 0.00 25 40 0.00 25 20 -35 label 1.00 7.63 45 0.00 25 40 0.00 25 20 -35 label 1.00 7.83 45 0.00 25 40 0.00 25 20 -35 label 0.00 0 0% 0 0.00 25 40 0.00 25 20 -35 label 0.00 0 0 0.00 25 40 0.00 25 20 -35 label 0.00 0 0.00 25 40 0.00 25 20 -35 !na,tz. zfp.AvArd wind fad is briseci on MWFRS Calculate Check Uplift Vs DL of wall Wall Wall Total Total Total Total Total DL DL LL Lroof Wind DL/VVL Check (w+F+R)01. Uplift % >150% lbs.& lbs/ft lbstit lbs/ft lbs/it wall-1 450 825 0 140 -247.95 252% OK wall-2 630 730 0 80 -141.69 515% OK label 45 45 0 0 0.00 #D1V/Ol #DIV/0! label 45 45 0 0 0.00 #D1V/0! #DIV/0! label 45 45 0 0 0.00 #DIV/Ol #DIW01 label 0 0 0 0 0.00 0% 0 label 0 0 0 0 0.00 #DIV/0I #DIV/01 label 0 0 0 0 0.00 #DIV/0! #011//01 Service Load Combos for Soil Pressure Check: Factored Load Combos for Footing Design: Comb. 5 T, i4-TDL 0.51LL Load Comb. 7 Laaki 0:wil". 13 r, 12T0. + I 6-TirVL ± 0 5'ILL + Comb, 'TOL + 4,0a0 Cckmb, w 1)4-7Dt 1.6°TWL Load Combo: SoadcPwehec Max. Factored Load, Pu lbstft k: fectoted ComboO for FootintitkesIgM 974 383 Wall Load Comb. 1 as/ft Load Comb. 2 lbstit Load Comb. 3 Ibshet Load Comb. 4 tbs/ft Load Comb. 5 tbs/ft Load Comb. 6 Ms/ft Load Comb. 7 lbstft Load Comb. 8 lbslft Load Load Comb. 9 Comb. 10 lbs/ft lbs/ft wall-1 625 765 517 127 875 820 974 423 750 166 wall-2 730 810 668 296 1022 916 1004 689 878 430 label 45 45 45 27 63 54 54 54 54 41 label 45 45 45 27 63 54 54 54 54 41 label 45 45 45 27 63 54 54 54 54 41 label 0 0 0 0 0 0 0 0 0 0 label 0 0 0 0 0 0 0 0 0 0 label 0 0 0 0 0 0 0 0 0 0 Wall Max. Service Load, P lbs/ft Max. Factored Load, Pu lbstft Check Bearing Pressure q = P/0 Check psf (1<q wall-1 765 974 383 OK wall-2 810 1022 405 OK label 45 63 540 OK label 45 63 540 OK label 45 63 540 OK label 0 0 0 OK label 0 0 0 OK label 0 0 0 OK jDESIGN OF TRANSVERSE FOOTING REINFORCEMENT Definitions: fc = 3000 psi fy = 60000 psi Rebars Fy = 60000 psi wwm p1 = 0.85 E= 29000000 psi kr 8 inch MON(XITH(C FTG SLAB THICKNESS, Ru P/B Equilibrium Eqt. Pu*(B-b/2)-Ru*E5/2-Wu*L2/2 qu = Pu/B STEM—WALL FTG Wail Ftg-2 10 Wall Calculate Footing L1 Type ft Check L < 4'-0" Mono Ftg only Pu Ibs qu =Pu!B psi (Muye lbs-in wall -1 M 0.85 OK 974 0.28 7972 wall -2 M 0.90 OK 1022 0.30 8365 label S -0.28 OK 63 0.44 29 label S -0.28 OK 63 0.44 29 label S -0.28 OK 63 0.44 29 label S 0.04 OK 0 0.00 0 label S 0.04 OK 0 0.00 0 label S 0.04 OK 0 0.00 0 11 length of slab to be engaged to counteract rotation of footing about point A. Bar Dia Area In in2 3 0.375 0.11 4 0.500 0.20 5 0.625 0.31 6 0.750 0.44 7 0.875 0.60 8 1.000 0.79 9 1.128 1.00 10 1.270 1.27 Wall Input Wail Footing Wall Footing Calculate Long. Transv. Mark Type Footing Type Bar Size Bar Spacing in A. in 21R d in a in QloMn lbs-in wall -1 M 4 12 0.200 2.75 0.39 27582 wall -2 M 4 12 0.200 2.75 0.39 27582 label S 4 1 2.400 -2.25 4.71 - 596541 label S 4 1 2.400 -2.25 4.71 - 596541 label S 4 1 2.400 -2.25 4.71 - 596541 label S 4 1 2.400 -2.25 4.71 - 596541 label S 4 1 2.400 -2.25 4.71 - 596541 label S 4 1 2.400 -2.25 4.71 - 596541 Check (Mu)a Check Mu<mMn lbs-in 7972 OK 8365 OK 29 no good 29 no goal 29 no good 0 no good 0 no good 0 no good Wall Ftg -3 ) FOOTING DESIGN: Wail Footing Wall Footing Size Long. Transv. Mark Type BxH Steel Steel wall -1 WF24 Monolithic 24'- 0" x 1'- 0" 345 #4 @12" wall -2 WF24 Monolithic 24'- 0" x 1'- 0" 345 #4 @ 12" label Stem -wall 1'- 0" x 0'- 1" 145 #4 @ 1" label Stem-wall 1'- 0" x 0' -1" 145 #4 @ 1" label Stem -wall 1'- 0" x 0'- 1" 145 #4 @ 1" label Stem -wall 1'- 0" x 0'- 1" 145 #4 @ 1" label Stem -wall 1'- 0" x 0' -1" 145 #4 @ 1" label Stem -wall 1'- 0" x 0' -1" 145 #4 @ 1" Check (Mu)a Check Mu<mMn lbs-in 7972 OK 8365 OK 29 no good 29 no goal 29 no good 0 no good 0 no good 0 no good Wall Ftg -3 ) Wood Beam -1 Lrafe_ Gervais Residence 10601 NE 6th Ave Miami Shores, FL 33138 04/14/11 Tommy Taveras JOB NO. REVIEW BY: 04-057 TT 'Design Of Wood Beams Based on: ANSUAF &PA NDS- 2001- Florlda Building Code 2007 Beam Bs� Si bw beam width in d beam depth in h Total Height ft b wall width in s stud spacing in Floor Roof Tributary Tributary Width Width ft ft 2x10- Infill 2x8 - rafter. LVL- headerl LVL- header2 label label 1.5 9:20 '. 1.5 7.25... 3.5 11.5 3 :5 11.5 0 0 0 0 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16 16 16 16 16 16 1.33 0 O 133 - O 7.67,. 0 7.67 ., 0 0 O 0 Design Gravity Loads Floor DL = Floor LL = Roof DL = Roof LL = 25 psf 40 psf 25 psf 20 psf Beam Wind Load W' psf Unit Wt. Wood 1bs/ft3 Beam/ Wall DL lbs/ft Total DL lbs/ft Total LL lbs/ft Total Lr lbs/ft Total W lbs/ft 2x10 -inflll -25.00 37 0.00 33 53.2 0 0 2x8 -rafter -25.00 37 0.00 33 0 27 -33 LVL- headerl -25.00 37 0.00 192 0 153 -192 LVL- header2 -25.00 37 0.00 192 0 153 -192 label -25.00 37 0.00 0 0 0 0 label 0.00 37: 0.00 0 0 0 0 1. Max. roof uplift load from MWFRS to zones 2 8 3 Beam Length L ft Load Comb. 1 lbs/ft Load Comb. 2 lbs/ft Load Comb. 3 lbs/ft Load Comb. 4 lbs/ft w Max lbs/ft w Min lbs/ft M Max ft-Ms V Max Ibs 2x10 -inflll 13 33 86 86 20 86 20 1826 562 2x8 -rafter 14 33 60 27 -13 60 -13 1466 419 LVL - headerl 12 192 345 153 -77 345 -77 6213 2071 LVL- header2 21 192 345 153 -77 345 -77 19026 3624 label 0 0 0 0 0 0 0 0 0 label 0 0 0 0 0 0 0 0 0 Service Load Combinations: Load Comb. 1 = 1.0 *TDL Load Comb. 2 = 1 0*TDL + 1A *TLL + 1.0 *TRLL Load Comb. 3 = 1.0 *TDL. + 1.0 *TLL + 1.0*TRLL + 1.0' TWL Load Comb. 4 = 0.6 *TDL + 1.0 *TWL 11- Wood Beam -2 C„- Frequently Used Load Duration Factor. -NDS Table 2.3.2 C „, -Wet Service Factor -NDS Table 4A C, -Size Factor- -NDS Table 4A Cr P.epetive Member Factor -3 members or more and spaced at 24" o.c. or less. INPt T A a. rrlstnt nt Factors,' ... . 11 I 3i S in 3 M tbs -in fb psi Fb' psi b d Cd Cm Ct Cf Cfu Cr Fbx Fb* Beam 17596 Beam L„ Lu /d Kbe E Le Rb FbE Fb* CL in in 2960 3247.37 OK label 0.00 0 psi #DIV /0I 2x10-infill 1.5 9.25 1.00 1.0 1.0 1.0 1.0 1.15 - 1200 1380 2x8 - rafter 1.5 7.25 1.25 _ 1.0! 1.0 1.1 1.0 1.15° 1200 1897.5 LVL-headerl 3.5 11.5 1.25 1.0 1.0 1.0 1.0 1.00: 2600 3250 LVL- header2 3.5 11.5 1.25 1.0 1.0 1.0 1.0 1.00 2600 3250 label 0 0 1,00 1.0 1.0 1.1 1.0 1.00 1200 1320 label 0 0 1.00 1.0 1.0 1.0 .1.5 1.00 1200 1200 C„- Frequently Used Load Duration Factor. -NDS Table 2.3.2 C „, -Wet Service Factor -NDS Table 4A C, -Size Factor- -NDS Table 4A Cr P.epetive Member Factor -3 members or more and spaced at 24" o.c. or less. L = unbraced length L F = effective length of unsupported compression flange, in. K ,,,, = 0.438 for visually graded lumber. R, = slenderness ratio = sq rt (L R °ddb 2) <50 FnE = KbES /Rb2 Fb' = tabulated design value times applicable factors C = beam - stability factor ?EWE 4„4 eve Length F, for heading breathers Cantilever. Whoa $rd <7 When r„td 7 toad �ntrate distributed ansupponed end 1.335, a Lg7r4 0. + 3d - 1.� +3d Singlaspaa beam* Whet fad < 7 When r,ld n 7 Untroonly d Contemned load altt center load with no howenaediate knead support 13aneentrated load at Center with Island support at Rao canal aeaomr Ikeda % concentrated demi support at 14 Beam L A T E R A L STABILI TY°C0 11 I 3i S in 3 M tbs -in fb psi Fb' psi Check fb<Fb' INPUT 21.39 21915 1025 1378.44 OK 2x8- rafter 13.14 17596 Beam L„ Lu /d Kbe E Le Rb FbE Fb* CL Fb' 228317 2960 3247.37 OK label 0.00 0 #DIV /01 #DIV /0I #DIVIO! Based on Beam 0.00 0 #DIV /01 #DIV /0! #DIV /01 Stablltiy Factor ft psi in 2x10- infill 1.3 1.7 0.438 1600000 ` 2.7 3.4 62218.00 1380 0.999 1378.44 2x8 - rafter 1.3 2.2 0.438 1600000 2.7 3.0 79183.13 1898 0.999 1895.18 LVL- headerl 2.0 2.1 0.438 1800000 4.1 2.0 203839.17 3250 0.999 3247.37 LVL- header2 2.0 2.1 0,438 1800000 4.1 2.0 203839.17 3250 0.999 3247.37 label 2.0 #DIV /0! 0.438 1600000 4.1 #DIVl01 #DIV /0I 1320 #DIV /O! #DIV /01 label 2.0 #DIV /01 0.438 1600000 4.1 #DIV /01 #DIV/0I 1200 #DIV /O! #DIV /01 L = unbraced length L F = effective length of unsupported compression flange, in. K ,,,, = 0.438 for visually graded lumber. R, = slenderness ratio = sq rt (L R °ddb 2) <50 FnE = KbES /Rb2 Fb' = tabulated design value times applicable factors C = beam - stability factor ?EWE 4„4 eve Length F, for heading breathers Cantilever. Whoa $rd <7 When r„td 7 toad �ntrate distributed ansupponed end 1.335, a Lg7r4 0. + 3d - 1.� +3d Singlaspaa beam* Whet fad < 7 When r,ld n 7 Untroonly d Contemned load altt center load with no howenaediate knead support 13aneentrated load at Center with Island support at Rao canal aeaomr Ikeda % concentrated demi support at 14 Beam S in 3 M tbs -in fb psi Fb' psi Check fb<Fb' 2x10- inftll 21.39 21915 1025 1378.44 OK 2x8- rafter 13.14 17596 1339 1895.18 OK LVL- headerl 77.15 74552 966 3247.37 OK LVL- header2 77.15 228317 2960 3247.37 OK label 0.00 0 #DIV /01 #DIV /0I #DIVIO! label 0.00 0 #DIV /01 #DIV /0! #DIV /01 113 + 3311 t =I.IIt,. Wood Beam -3 hear Parallel To Grain End 14- Input Calculate.... 1 Beam Fv V fv Pv Check fv<Fhr L/240 psi lbs psi psi ill 2x10- Infill 175 562 60.75 175 OK 2x8- rafter 175 419 57.79 218.75 OK LVL- header1 290 2071 77.18 362.5 OK LVL- header2 290 3624 135.06 362.5 OK label 175 0 #DIVIO! 175 #DIV /0! label 175 0 *DIM! 175 #DIV /01 End 14- 1 ADL+LL Aa II Check Beam L/240 AaII <8 1!14 ill 2 x 104 nfll I 98.93 0.351 0.65 OK 2x8 -rafter 47.63 0.679 0.70 OK LVL- headerl 443.59 0.202 0.60 OK LVL- header2 443.59 1.892 1.05 v label 0.00 #DIV /0! 0.00 #DIV /0! label 0.00 #DIV /0! 0.00 #D1V /01 End 14- g. Gervais Residence 10801 NE 6th Ave Miami Shores, FL 33138 05/05/10 Tommy Taveras JOB NO. REVIEW BY: 5-May TT !Design Of Bolted Ledger Based On: ANSIIAF8PA NDS- 2005 - Florida Building Code 2007 LL +DL SPACING. S = ATAi4(LL +DL) /V Z =5QRf(V +(LL +DLI Fyb = 45000 psi Fa„, = 7500, psi LEDGER C.GDGERSIZE s`1 PLIED FORC S< COSikl> i1ttr 10d l inllit l 40 Perp. to Grain loaded edge in fill framing label label label label label label label WIDTH, Is inches DEPTH inches DL pif LL plf LAT. SHEAR V, plf Resultant Z, plf ¢ degrees DIA. inches SPACING inches EMBM'T, I„, inches infill framing label label label label label label label 3 9.25 215 346 50 583 84.91 0.75 18 6 LEDGER 0 radians POY ATREN if :144,1 .;.. COSikl> i1ttr 10d l inllit l 40 Perp. to Grain loaded edge Perp. to Grain unloaded ed4e in fill framing label label label label label label label Fas, parquet psi F., p.m. psi FB,, ® psi K® 1+4560) Re Rt kt k2 k3 infill framing label label .label label label label label 1.48 6150 3250 3282 1.238 2.299 2.00 1.297 1.836 0.988 Fes_ Felt = side mernber dowel bearing strength, psi -Table 11. 3.2 based on southern pine main member dowel bearing strength, psi -Table 11E-note #3 (conc. bearing strength) LEDGER ft. Elli�eets!i•+�sx d, inches IID Parallel to Grain Perp. to Grain loaded edge Perp. to Grain unloaded ed4e in fill framing label label label label label label label 4.63 4.00 1.125 3 1.125 I/O = min. of l,„!D or Ia/D. Perpendicular to grain loading In the side member and omelet to grain loadIng In the matt member (Z�} 15 LEDGER infill framing label label label label label label label Reduction Factor, 414 3.64 4.94 4.45 3.95 6827 1485 2140 2494 979 1175 979 3.2KS Im II film 1118 fV Nominal Design Shear Value Yield Made Im 19 II Iltm ills N 11.3 -1 11.3 -2 11.3 -3 11.3 -4 11.3 -5 11.3 -6 414 = 41(e = 3.610 = 3.21 e = 3.2i(4 = 3.21(e = Ra= reduction term -table 11.3.1B Table 11.3.1A Yield Limit Equations Yield Mode. Single Shear Z.Dtm (113 -1) Z D R F (11.3 -2) a II Z D a F°' (11.3 -3) TITm Z = k2 D Pm F (11.34) (1 +2Rs) lid Z= kapPaFB' (11.3 -5) M. (2 +R,)Rd Z_ D2 12 F (11.3 -6) IV Res 3 (1 +Rs) D = diameter, in. (see 11.3.6) F� c dowel bending yield strength. psi Rd = reduction term (see Table 113.1B) • v FssSF„ R, era, Qm main member dowel bearing length, in. t. — side member dowel bearing length, in. • rosin member dowel bearing strength, psi (see Table 11.3.2) F. ■ side member dowel bearing strength, pal (see Table 11.3.2) 10 +z 2(1. +Rr +Rr2} +Rr2Raa — Re(1=Rt) 2F0,(1''P2 k2„ -1+ 2(1 +Res)* 3F —3.+ Y 2(1 +Ra) + 2Fye(2-.Re k3 = Res 3Femt9 LEDGER Adu$llt f1GtoT3 Cd Cm Cf CR C„ Effect. Design Effect. Design Check Shear Value Shear Value, Z Z Z >Z !bs @ spacing, S Ibs infill framing label label label label label label label 1.00 1.00 0.90 1.00 1.00 881 661 563 OK C,,- Frequently Used Load Duration Factor, -NOS Table 2.3.2 C,. -Wet Service Factor -NDS Table 4A C, -Size Factor -NDS Table 44 Cr- Repetive Member Factor -3 members or more and spaced at 24" o. c. or less. C.1-Geometry t actor Sect. 11.5.1 to Gervais Residence 10801 NE 6th Ave Miami Shores, FL 33138 04/14111 Tommy Taveras JOB NO. REVIEW BY RT angle < 27 -1 04-057 TT ( Design Roof Truss Anchors Based on: NDS 2006 -ASD Desing & Florida Building Code 2007 Minimun Permanent Roof DL for Uplift Calcs = Structure located within 600 ft of inland bodies of water? = Design wind values from wind toad analysis: V = 148 mph I= 1.00 h= 17.00 ft Kz = 0.88 Kzt 1.00 Kd = 0.85 Lib = 40.43 psf Roof Angle, degrees = 14.04 degrees Width of comer strip, a = 5.03 ft Roof DL = 25 psf Roof LL = 20 psf Gcpi ( +) = 0.18 Gap! ( -) _ -0.18 psf if yes, uplift forces to be increased by 20% (FBC R301.2.1.4.3(2) Truss Trib. Width ft Length ft Truss Tributary Area ft2 Truss Effective Trib. Areal ft2 h1 Tributary Wail Height ft Wall Length Perp 1a Wind ft Dlaphr. Depth d ft Forces To Shear Walls Gravity Load ibs Uplift !bs Check Type Truss Anchor Load Capacity Ua Fla F2a Untty Eqt. Ibs Ibs tbs T01 1.33 10 13 33 6 50.25 74.30 HETAL20 1810 4; P,, 702 T02 1.33 14.33 19 68 6 " 50.25 74.30 HETA20 1810 415 213 T03 1.33 4 5 5 8 74.30 50.25 HG/4110' 850 101`5 #N /A label 1 1 1 0 1 1.00 1.00 . label OVA #N;:" 18 label 1 1 1 0 1 1.00 1.00 label- NIA #N 15 label 1 1 1 0 1 .too 1.00 label a#N /A ##!.6A 59 label 1 1 1 0 1 1.00 1.00 label 1#N?A #N A #NIA Label 1 1 1 0 1 1.00 1:00 label 8 N/A <N' A :. label 1 1 1 0 1: 1.00 1.00 label fiN.A UiN`A 15 label 1 1 1 0 1 1.00 1.00 label ;I N/A 4N: =. #N /A label 1 1 1 0 1 1.00 1.00 label #NIA 066t. 1. The efecirve Area = Span length • effective width (need not be less than 1/3 span ength) _ 2 The design pressure for C&C is based on the Larger of the trlb. area or effective area. The resulting pressure is spread on the tnb. area. SUMMARY OF WIND LOADS AND ANCHOR LOAD CAPACITY CHECK Truss Anchor C +C MWFRS Forces To Shear Walls Gravity Load ibs Uplift !bs Check Uplift Fl Ibs F2 /bs Untty Eqt. Check U.E. <1 F1 Ibs Check 701 435 OK 241 51 304 0.53 OK 51 OK 428.8 702 502 OK 345 1 1 0.19 OK 51 OK 119.7 703 213 OK 96 149 402 0.63 OK 149 OK 22.5 label 75 #N /A 18 15 58 #N/A #N/A 15 #N!A 22.5 label 55 #N/A 18 15 59 #N/A #NIA 15 #NIA 22.5 label 55 #NIA 18 15 59 #N /A #N/A 15 #N/A 22.5 label 55 #N /A 18 15 59 #N /A #N/A 15 #N1A 22.5 label 55 #N /A 18 15 59 #NIA #N/A 15 #N/A 0 label 35 #NIA 18 15 59 #N /A #N/A 15 #NIA 0 label 35 #N/A 18 15 59 #N/A #NIA 15 #NIA 0 label 55 #N!A 18 15 59 #N/A #NIA 15 #N /A 0 17 'Calculate Uplift Load on Roof Truss Anchors - Components and Cladding Loading Roof Overhang Dimension, ft = Width of corner strip, a = 1 5.03 ft Truss G GCp ( +)1 G GCp (-) G GCp (-) G GCp ( -) G At Roof Overhang GCp (-) G GCp (4 T01 0 0.40 - -0.85 - -1.44 - -2.29 - -2.20 - -3.07 T02 0 0.33 - -0.82 - -1.28 - -2.10 - -2.20 - -2.70 T03 0 0.50 - -0.90 - -1.70 - -2.60 - -2.20 - -3.70 label 0 0.50 - -0.90 - -1.70 - -2.60 - -2.20 - -3.70 Label 0 0.50 - -0.90 - -1.70 - -2.60 - -2.20 - -3.70 label 0 0.50 - -0.90 - -1.70 - -2.60 - -2.20 - -3.70 label 0 0.50 - -0.90 - -1.70 - -2.60 - -2.20 - -3.70 label 0 0.50 - -0.90 - -1.70 - -2.60 - -2.20 - -3.70 label 0 0.50 - -0.90 - -1.70 - -2.60 - -2.20 - -3.70 label. 0 0.50 - -0.90 - -1.70 - -2.60 - -2.20 - -3.70 label 0 0.50 - -0.90 - -1.70 - -2.60 - -2.20 - -3.70 1. GCp t9 based on the larger of the lnb. a oreffective area on 1 -) Zca;s 2 - Zone 3 -) i.. toe 1 Factor 2 Factor 1 Factor 2 Fi.,ctor 1 Factor 2 ..&-.-:7 0.3 0.2 1.0 .0.9 -1.8 -1.1 -2.8 -1.1 - "8<' -2` ?" 0.5 0.3 -0.9 -0.8 .1.7 -1.2 -2.6 -2.0 27‹,- 45 0.0 0.6 -1.0 -0.8 -1.2 -1.0 -1.2 -1.0 0.5 0.3 -0.9 -0.8 -1.7 -1.2 -2.6 -2.0 at overhang: Zone 2 ( -) Zone 3 ( -) ;actor 1 Factor 2 Factor 1 Factor 2 .1.7 -1,1 -2.8 -0.8 -2.2 -2.2 -3.7 -2.5 -2.0 -1.8 -2.0 -1,8 •2,2 -2.2 -3.7 -2.5 Truss Anchor P(+) psf P(-) W1 psf P(-) W2 psf P(-) W3 psf At Roof Overhang C +C Uplift Ibs Gravity Load Ibs P(-) W2 psf P(-) W3 psf T01 23 - 41.5 -65.4 -99.7 -96.2 -131.5 299.25 T02 21 -40.3 -59.1 -92.1 -96.2 -116.3 428.82525 703 27 -43.7 -76.0 -112.4 -96.2 -158.9 119.7 label 27 -43.7 -76.0 -112.4 -96.2 -156.9 22.5 label 27 -43.7 -76.0 -112.4 -96.2 -156.9 22.5 label 27 -43.7 at overhang: Zone 2 ( -) Zone 3 ( -) ;actor 1 Factor 2 Factor 1 Factor 2 .1.7 -1,1 -2.8 -0.8 -2.2 -2.2 -3.7 -2.5 -2.0 -1.8 -2.0 -1,8 •2,2 -2.2 -3.7 -2.5 Truss Anchor P(+) psf P(-) W1 psf P(-) W2 psf P(-) W3 psf At Roof Overhang C +C Uplift Ibs Gravity Load Ibs P(-) W2 psf P(-) W3 psf T01 23 - 41.5 -65.4 -99.7 Truss Anchor P(+) psf P(-) W1 psf P(-) W2 psf P(-) W3 psf At Roof Overhang C +C Uplift Ibs Gravity Load Ibs P(-) W2 psf P(-) W3 psf T01 23 - 41.5 -65.4 -99.7 -96.2 -131.5 299.25 T02 21 -40.3 -59.1 -92.1 -96.2 -116.3 428.82525 703 27 -43.7 -76.0 -112.4 -96.2 -158.9 119.7 label 27 -43.7 -76.0 -112.4 -96.2 -156.9 22.5 label 27 -43.7 -76.0 -112.4 -96.2 -156.9 22.5 label 27 -43.7 -76.0 -112.4 -96.2 -156.9 22.5 Zabel 27 -43.7 -76.0 -112.4 -96.2 -156.9 22.5 Zabel 27 -43.7 -76.0 -112.4 -96.2 -156.9 22.5 Zabel 27 -43.7 -76.0 -112.4 -96.2 -156.9 22.5 label 27 -43.7 -76.0 -112.4 -96.2 -156.9 22.5 label 27 -43.7 -76.0 -112.4 -96.2 -156.9 22.5 RT angle < 27 -2 Roof Zone 2 or 3? 2 2 2 2 2 2 2 2 2 2 2 2 a OH RT angle < 27 -3 h Width of corner strip, a = 5.03 ft `CASE 11 : NO ZONE 1 I (zone "2" overlap) (L /2 -2a < 0) 1 CASE 111: SHORT TRUSS Calculate Uplift on Roof Truss Anchors C+C Loading Wind Load, psf 26.61 -35.17 -24.91 -22.41 Fx Surface 1 psf Fx -comp. Surface 2 psf Fx -comp. Surface 3 psf Fx Surface 4 psf -26.6 8.5 -6.0 Truss Lengths F1 Partial Uplift Loads Uplift Total Uplift Truss U2 U2 OH Min. of a-OH U2 -2a Rematnfng OH'Wat01 (a- OH)*W2 (U2 -2ar , R"W2 Anchor Horiz. Proj. Inclined lbs/ft or U2-OH case 1 if "R" -zone 2 lbs Ibis 0 if U2 -2a`0 701 4.00 6.00 ft ft ft ft ft ft lbs lbs lbs lbs lbs T01 5.0 5.2 1.0 4.0 -4.90 0.13 -117.3 -307.4 0 -10 -435 T02 7.2 7.4 0.0 4.0 -2.86 3.38 0.0 -273.8 0 -228 -602 T03 2.0 2.1 1.0 1.1 -7.99 0.00 -117.3 -96.0 0 0 -213 label 0.5 0.5 2.0 -1.5 -9.53 0.00 -176.4 101.0 0 0 -75 label 0.5 0.5 1.0 -0.5 -9.53 0.00 -88.2 33.0 0 0 -55 label 0.5 0.5 1.0 -0.5 -9.53 0.00 - 88.2 33.0 0 0 -55 label 0.5 0.5 1.0 -0.5 -9.53 0.00 -88.2 33.0 0 0 -55 label 0.5 0.5 1.0 -0.5 -9.53 0.00 -88.2 33.0 0 0 -55 label 0.5 0.5 0.0 0.5 -9.53 0.00 0.0 -35.0 0 0 -35 label 0.5 0.5 0.0 0.5 -9.53 0.00 0.0 -35.0 0 0 -35 label 0.5 0.5 1.0 -0.5 -9.53 0.00 -88.2 33.0 0 0 -55 Surface 1 2 3 4 Wind Load, psf 26.61 -35.17 -24.91 -22.41 Fx Surface 1 psf Fx -comp. Surface 2 psf Fx -comp. Surface 3 psf Fx Surface 4 psf -26.6 8.5 -6.0 -22.4 z Fh -r3 Taa a.Cos a Fh -P35m a rh -r2 5m a 1 a = 0°•27° ICAD AWAY MGM ROOF Calculate F1, F2 & Uplift on Roof Truss Anchors And F1 as Toad to shear walls - MWFRS Loading H h' w L M MWFRS Truss .. F1 F2 Uplift Anchor . - ft fr lbs/ft ft lbs-ft Ms lbs Ibis 701 4.00 6.00 304 50.3 95985 51 304 241 51 T02 4.00 6.00 304 50.3 95985 1 1 345 51 T03 4.00 8.00 402 74.3 277510 149 402 96 149 label 4.00 1.00 59 1.0 7 15 59 18 15 label 4.00 1.00 59 1.0 7 15 59 18 15 label 4.00 1.00 59 1.0 7 15 59 18 15 label 4.00 1.00 59 1.0 7 15 59 18 15 label 4.00 1.00 59 1.0 7 15 59 18 15 label 4.00 1.00 59 1.0 7 15 59 18 15 label 4.00 1.00 59 1.0 7 15 59 18 15 label 4.00 1.00 59 1.0 7 15 59 18 15 1 herghf = Tnb. Height Own floor to roof eave. <ZONE I RT angle < 27-4 10 Check U, F1 and F2 Capacby for MWFR3 combined loading Check C+C Uplift and Shear Force, Fl Truss U/Ua F1/F1a F2/F2a Unity Check C +C Uplift Shear Force Anchor Eqt. U, Ibs Capacity Check F1, Ibs Capacity Check T01 0.13 0.12 0.28 0.53 OK 435 1810 OK 51 415 OK T02 0.19 0.00 0.00 0.19 OK 502 1810 OK 51 415 OK T03 0.11 0.15 0.36 0.63 OK 213 850 OK 149 1005 OK label #NIA #N /A #NIA #NIA #N /A 75 #NIA #NIA 15 #N/A #N /A label #NIA #NIA #N /A #N /A #NIA 55 #N /A #N /A 15 #N /A #N /A label #N /A #N /A #NIA #N /A #N /A 55 #N /A #N/A 15 #N /A #N /A label #N /A #NIA #N /A #N /A #NIA 55 #N/A #N/A 15 #N /A #N /A label #N /A #N/A #N /A #N /A #N/A 55 #N/A #N/A 15 #N /A #N /A label #N /A #N /A #NIA #N /A #NIA 35 #N /A *N/A 15 *N/A #N /A label #N /A #N /A #NIA #N/A #N /A 35 #N /A #N /A 15 #N/A #N /A label #N /A #N/A #NIA #N /A #N/A 55 #N/A #N /A 15 #N /A #N /A 10 TAVERAS ENGINEERING; INC. Structural Consultant CA#27190 244 Poinciana Dive Jupiter, FL 33458 (P) 561 - 358 -9621 (F) 561 - 346 -5962 PROJECT: E: ADDRESS: Gervais Residence 10601 NE 6th Ave Miami Shores, FL 33138 JOB # : 04-057 CLIENT: NAME: ADDRESS: aRCHo Corporation 22934 Oxford Place -D Boca Raton, FL 33433 954 - 477 -2567 !!� alw- Tr no listed on the index sheet - � ed for compliance Code 2007. -CH oo8 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS FL PE 60514 As witness to my seal, I hereby certify that the above tnformatlon is true and correct to the best of my knowledge and belief. Project: Gervais Residence 10601 NE 6th Ave Miami Shores, FL 33138 Date: 06/21/11 Engineer: Tommy Taveras 1 Wind Load Analysis 2 Design Gravity Loads 3 Wood Column 4 Wood Bolted Ledger 5 Wood Beam /Rafter Design 6 Roof Wind Loads and Anchor Design 7 Wail footing Job No. 04 -057 Reviewed by: TT Page 1-4 5 6 -7 8 -9 10-17 18 -21 22 -23 Total number of sheets, including this sheet and cover page = 24 Tommy Taveras 6/21/2011 FL PE 60514 1 certify that the engineering-tided on this sheet has been designed and checked for compliance with the Florida Building Code 2007 Protect: Gervais Residence 10601 NE 6th Ave Miami Shores, FL 33138 Date: 06/21/11 Engineer: Tommy Taveras Job No. Reviewed by: Broward County: 140 Exposure C Dade County: 146 Exposure C Palm Beach County: 140, 130, or 120 Exposure B or C httpilwww. dca. state. ft .usifhcditbclindex_page/maps/c ounty_mapslpatmbeach2 wl.pdf Width of comer strip, a = Velocity Pressure, psf qh= 0.00256KzKztKd(V2)l 4.13 ft 40.43 psf ipESIGN P.,I ES URES;FORW 04 -057 11 INPUT Basic Wind Speed (mph) _ Exposure = Height of Building's Ridge, ft = Height of Building's save, ft = Mean Roof Height (ft) = Slope of Roof (X/Y) = Slope of Roof Degree = Minimum Building Width (ft) _ Building Length, ft = Wind Directionality Factor, Kd = Building Category = Importance Factor = Classification = Internal Pressure = Coefficient, Gcpi = Topographic Factor, Kzt Velocity Pressure Exposure Coefficient, Kz 17.00 0.87 Section 6.5.6 6.5.4.4 6.5.5 6.5.5 6.5.11.1 6.5.9 6.5.10 P=qh [(GCpf)- (GCpI)] Where: P = pressure in the appropiate zone GCpi = product of gust factor and internal pressure coefficient GCpf = product of gust factor and external pressure coefficient, see table: For a roof angle = 14.04 Surface GCpf 1 0.478 2 -0.690 3 4 1E 2E 3E 4E 5 6 -0.436 -0.374 0.725 -1.070 -0.626 -0.557 -0.450 -0.450 Ruadv{Smatte IE?r�]Erl =MN - fE?�'. IMION Cr. IM Ill [M1 [»i ICrlWME?r. E£ 7NMI ] CM3Er � 1117 -11119 E3M-1 lfiii f IN l✓U1flII iiiil:f7WW] fEr'I I MIIEMI .:s !IMIIlCli E:7 E: MNM.1 Q7 17.00 0.87 Section 6.5.6 6.5.4.4 6.5.5 6.5.5 6.5.11.1 6.5.9 6.5.10 P=qh [(GCpf)- (GCpI)] Where: P = pressure in the appropiate zone GCpi = product of gust factor and internal pressure coefficient GCpf = product of gust factor and external pressure coefficient, see table: For a roof angle = 14.04 Surface GCpf 1 0.478 2 -0.690 3 4 1E 2E 3E 4E 5 6 -0.436 -0.374 0.725 -1.070 -0.626 -0.557 -0.450 -0.450 Net Pressures, psf P--q «(GCpf)-(GCpI) Velocity Pressure, psf Surface Roof Angle, 0 ° 14.04 GCpf Net Pressure With +GCpi -GCpi 0.18 -0.18 1 0.48 12.06 26.61 2 -0.69 -35.17 -20.62 3 -0.44 -24.91 -10.36 4 -0.37 -22.41 -7.86 1 E 0.72 22.01 36.57 2E -1.07 -50.53 35.98 3E -0.63 -32.60 -18.05 4E -0.56 -29.78 -15.22 5 -0.45 -25.47 -10.91 6 -0.45 -25.47 -10.91 Load in Transverse Direction (Along Bldg Length) Net Pressure, kips +GCpi -GCpi Surface Area, ft2 0.18 -0.18 1 2 3 4 1E 2E 3E 4E 408 1159 1159 408 62 176 176 62 4.92 -40.76 -28.87 -9.15 1.36 -8.88 -5.73 -1.84 10.87 -23.89 -12.01 -3.21 2.27 -6.33 -3.17 -0.94 E Horizontal' 13.63 13.63 of surfaces Vertical - 81.73 -44.04 1. Horizontal bad at top of wall (to shear walls) 40.43 sine(ra)= 0.2425992 cos(ra)= 0.9701266 a- RV LOAD AMY PROM ROW SOW? LOAD INFO ROM' otwgrPOP INIZRIVIATe ratfl0.6l0. (I +IE} +(4 +412) I(3 +3e4.42 +2gPsme(ra) `Llama, =1(3 +313+(2 +24iPcosne(ra) Load in Langitudiinal Direction (Along Bldg Width) Net Pressure, kips +GCpi -GCpi Surface Area, ft` 0.18 -0.18 1 2 3 4 1E 2E 3E 4E 248 1068 1068 248 62 267 267 62 2.99 -37.55 -26.60 -5.55 1.36 -13.49 -8.70 -1.84 6.59 -22.01 -11.06 -1.95 2.27 -9.60 -4.82 -0.94 E Horizontal° 7.93 7.93 of surfaoss Vertical -83.76 -46.08 1. Horizontal bad at top of wail (to shear wails) Z Design Pressu' P=qh ((GCp)-(GCpi)) Velocity Pressure, psf = 40.43 Roof Angle, degrees = 14.04 Where: P = pressure in the appropiate zone Pmm = 10 psf (Sec. 6.1.4.2) = 10 GCp = External pressure coefficient, see table below: +Gcpi = 0.18 -Gcpi = -0.18 Mark aid Effective Area, ft2 Wall Zone 4 or 5 GCp -GCp 1.00 1.00 0.95 0.95 0.88 0.88 0.85 0.85 0.82 0.82 0.80 -1.10 -1.40 -1.05 -1.29 -0.98 -1.15 -0.95 -1.09 -0.92 -1.05 -0.90 Pos. psf Neg. psf Width of corner strip, a (Zone 5) = 4.13 ft and Effective Area, ftx Zone 1 GCp 0.50 Zone 1 Pos. Zone 2 -GCp GCp -0.90 0.50 Zone 2 N =! . Pos. Zone 3 -GCp GCp -GCp -1.70 0.50 -2.60 N >.. Zone 3 Pos. Nes. ZONE Wind Nall Penetration W, Ib/ln. Total Pres. Psf Spacing inches Table 11.20 Value, lbs Co Ca Ct Ca, Effective Allow. Load Psf 1 2 3 43.66 76.00 112.38 168 262 252 1. Penetration into southern pine with G =0.55 2. CD duration factor -Table 2.3.2 3. Cm wet service factor -Table 10.3.3 4. C Temperature factor -Table 23.3 5. Co, Toe -nail factor- Section 11.5.4 4- Project Data Engineer: Gervais Residence 10601 NE 6th Ave Miami Shores, FL 33138 06/21/11 Tommy Taveras JOB NO. REVIEW BY: 04-057 TT .DE51..01`4..1 Roof Dead Load Input I_dd Values Roof Plywood v� Roof Tile /Shingle Mortar Insulation Composition Wood Truss Steel Joist Steel Deck Fireproof F Waterproof ' Concrete Deck Mist Ceiling Gypsum Board " Suspended Ceiling M/E/P g Plaster +., ,, b � psf tlf�(' 4. i ' . psf + 0 psf % psf + `psf ;2! psf e. psf psf + psf + ++ psf 9 a`: psf psf + 1 psf + ++ psf psf psf 0.4 psf per 1/8 thickness 12 psf for 2" tile, 20 psf for 3" tile, 2 psf for asphalt shingles 10 psf 1.5 psf for Fiberboard, 0.75 rigid insulation 1 psf for 3 ply, 6 psf for 5 ply with gravel 10 psf for roof and floor trusses 4 psf 2.5 psf for 20 gage, 3 psf for 18 gage 1 psf for 3 ply, 6 psf for 5 ply with gravel 1.5 psf bituminous, 1.0 psf liquid applied, 0.7 psf single ply sheet 150Ibs/ft^3 cons, 120 lbs/ft ^3 light weight 0.55 per 1/8 2 psf steel channel system, 15 psf metal lath & cement plaster 5 psf 5 psf on concrete, 8 psf on wood lath Total = 26.0 psf Roof Live Load - FL Building Code (FL BC) - Hurrican Zones - 1815.1= Floor Dead Load Input Load Valac ;? Plywood k . psf 0.4 psf per 1/8 Ceramic Tiles :° +} ++ x psf ceramic tile 150 Ibs/ft"3, mortar 130 Ibs/ft ^3 Cement Finish ` +x psf 150 Ibs/ft^3 Wood Truss $ ?, Steel Joist psf psf 10 psf for roof and floor trusses 4 psf Steel Deck .. �+,`+ psf 2.5 psf for 20 gage, 3 psf for 18 gage Fireproof ;:+ a psf 1 psf Concrete Deck t+ + psf 1501bs/ft^3 conc, 120 Ibsift ^3 Tight weight Frame partitions psf 8 psf wall with gypsum, 20 psf wall with plaster 0.00 Misc. Ceiling Gypsum Board psf 0.55 per 1/8 Suspended Ceiling ' �+ psf 2 psf steel channel system, 15 psf metal lath & cement plaster Mechanical Duch psf 4 psf Plaster < -(0 ;Y psf 5 psf on concrete, 8 psf on wood lath Total = 26.00 psf Floor Live Load - FL Building Code (FL BC) - Table 1604.1= psf Loads -1 �7 TAVERS ENGINEERING, INC. 244 POINCIANA DRiVE JUPITER, FL 33458 CA #27190 Title : Gerais Residence Job # 04-057 Dsgnr. Project Deso.: Renovation to existing one -story house Project Notes : riNlee: 30 JUN 2011, 4:32PM K -Wi 06009112 icensee : Taverns Engineering, nc...: Description : Wood post at end of ridge beam General information Analysis Method : Allowable Stress Design End Fbdtles Top & Bottom Pinned Overall Column Height ( Used for non - slender calculations ) Wood Spec Southern Pine Wood Grade No.1: 2" - 4" Thick : 2" - Fb - Tension 1,850.0 psi Fv Fb - Compr 1,850.0 psi Ft Fc - Pill 1,850.0 psi Density Fc - Perp 565.0 psi E : Modulus of Elasticity ... x -x Bending Basic 1,700.0 Minimum 620.0 Load Combination 2006 IBC & ASCE 7-05 12.0 ft 4 "Wi1 175.0 psi 1,050.0 psi 35.440 pcf y -y Bending 1,700.0 620.0 Wood Section Name Wood Grading/Manuf. Wood Member Type Exact Width Exact Depth Area be ly Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7.05 4x6 Graded Lumber Sawn 3.50 in Allowable Stress Modification Factors 5.50 In Cf orCv for Bending 1.0 19.250 in"2 Cf or Cv for Compression 1.0 48.526 InM4 Cf or Cv for Tension 1.0 19.651 In"4 Cm : Wet Use Factor Ct : Temperature Factor Cfu : Flat Use Factor Axial Kf : Built -up columns 1,700.0 ksi Use Cr : Repetitive ? Brace condition for deflection (buckling) along columns : X -X (width) axis : Unbraced Length for X -X Axis buckling =10 ft, K = 1.0 Y -Y (depth) axis :Unbraced Length for Y-Y Axis buckling = 10 ft, K =1.0 Service bads entered. Load Factors will be applied for calculations. Applied Loads AXIAL LOADS .. . Reaction from Ridge Beam: Axial Load at 12.0 ft, D = 3.10, Lr = DESIGN SUMMARY 1.0 1.0 1.0 1.0 I S 18.12 No (nonlb orgy) 2.120 k Bending & Shear Check Results PASS Max. Ao ial-+Bending Stress Ratio = Load Combination Governing NDS Formla Location of max.above base At maximum location values are .. . Applied Axial Applied Mx Applied My Fc: Allowable 0.6601 :1 +D+Lr+H Comp Only, fc/Fc' 0.0 It 5.220 k 0.0 k-ft 0.0 k -ft 410.81 psi PASS Maximum Shear Stream Ratio = 0.0 :1 Load Combination +D+0.750Lr+0.750L+0.5250E+H Location of max.above base 12.0 ft Applied Design Shear 0.0 psi Allowable Shear 175.0 Psi Load Combination Results Maximum SERVICE Lateral Load Reactions . . Top along Y -Y 0.0 k Bottom along Y-Y 0.0 k Top along X X 0.0 k Bottom along X -X ' 0.0 k Maximum SERVICE Load Lateral Deflections ... Along Y -Y 0.0 in at ft above base for load combination : Along X -X in at ft above base for load combination : Other Factors used to calculate allowable stresses • . • Comoresslon "engin ftgljng Cf or Cv : Size based factors 1.000 1.000 Load Combination Load Combination Maximum Axial +Bending Stress Ratios Stress Ratio Status Location mow# X X Axis Reaction Col! Base @ Top M axknum Shear Ratios Stress Ratio Status Location Y -Y Axis Reaction @ Base @ Top Note: Only non -zero reactions are listed. Axial Reaction @ Base Maximum Deflettlons for Load Combinations - Unfactored Loads Load Combination Max. X -X Deflection Distance Max. Y-Y Deflection Distance 1 TAVERAS ENGINEERING, INC. 244 POINCIANA DRIVE JUPITER, FL 33458 CA #27190 Description : Wood post at end of ridge bears Title : Gervais Resident Dsgnr. Project Desc.: Renovation to existing one -story house Project Notes : Job # 04 -057 Rimed JINV 2011, 42t ( icerisee :Taveras'[.ngineel ± nq Inc. Loads are total entered value. Arrows do not reflect absolute direction. 1 TAVERAS ENGINEERING, INC. 244 POINCIANA DRIVE JUPITER, FL 33458 CA #27190 Title : Gervais Residence Dsgnr. Project Desc.: Renovation to existing one -story house Job # 04-057 Project Notes : Panted: 30 JUN 2011, 432PM Lic. ,: KW- 06009112 Licensee : Taverns Engineering Description : New Ledger at intiil framing at kitchen General Information Ledger Width 3.0 in Ledger Depth 9.250 in Ledger Wood Species Southern Pine G : Specific Gravity 0.55 Bolt Diameter 3/4' in Bolt Spacing 16.0 in L Calculations per 2005.NDS, IBC 2009,.CBC 2010, ASCE 7-05 Using Load Factoring & Design Methods forASD Wood Stress Grade : Southem Pine Fb Allow 1850 psi Fv Allow 175 psi Fyb : Bolt Bending Yield 45,000 psi — Concrete as Supporting Member Using 6" anchor embedment length in equations. Using dowel bearing stength fixed at 7.5 ksi per NDS Table 11E Dead Uniform Load... 0.160 kilt Point Load... k Spacing in Offset in Horizontal Shear k/ft Maximum Ledger Bending Load Combination .. +D+L+H Moment 0.07111 k -ft fb : Actual Stress 19.946 psi Fb : Allowable Stress Stress Ratio Maximum Ledger Shear Load Combination .. 1,850.0 psi 0.01078 :1 Roof Live Floor Live kilt 0.320 k/ft k k +D+L+H Shear 0.9138 k fv : Actual Stress 32.928 Pei Fv : Allowable Stress 175.0 psi Stress Ratio 0.1882 :1 k/ft k/ft Snow Wind Maximum Bolt Bearing Summary Load Combination .. . +D+L+H Max. Vertical Load 0.640 k Boit Allow Vertical Load 0.9106 k Max. Horizontal Load Bolt Allow Horizontal Load 0.0 k 1.416 k Angle of Resultant 90.0 deg Diagonal Component 0.640 k Allow Diagonal Bolt Force 0.9809 k Stress Ratio, Wood @ Bolt 0.6525 :1 k/ft k k/ft k/ft k loft Seismic kilt k Earth k/ft k Dowel Bearing Strengths (for specific gravity & bolt diameter) Ledger, Perp to Grain 2.950 ksi Ledger, Parallel to Grain 6.150 ksl Supporting Member, Perp to Grain 7.50 ksi Supporting Member, Parallel to Grair 7.50 ksi TAVERAS ENGINEERING, INC. " 244 POINCIANA DRIVE JUPITER, FL 33455 CA #27190 Title : Gervais Residence Job # 04-057 Dsgnr•. Project Desc.: Renovation to existing one -story house Project Notes : Description : New Ledger at infkl framing at kitchen Allowable Bolt Capacity Bolt Capacity - Load Fem Fes Fyb Re Rt k1 k2 k3 Z- Im, Eq,11.3 -1 Z- Is, Eq, 11.3-2 Z -II, Eq, 11.3-3 Z- like, Eq,11.3.4 Z - ills, Eq, 11.3-5 Z- IV, Eq,11.3 -6 Z : Ref. Destgn Value Perpendicular to Grain 2.950 7.50 45.0 0.3933 0.50 0.2652 0.9805 1.732 2.655 k 6.750 k 1.989 k 0.9106 k 2.402 k 1.121 k = 0.8106 k Liven sae Tavera s °Enyinenring,.Inc. ,Bolt Capadty - Load Parallel to Grain Fem 6.150 Fes 7.50 Fyb 45.0 Re 0.820 Rt 0.50 k1 0.4064 k2 1.108 k3 1.157 Z- Im, Eq,11.3 -1 5.535 k Z - Is, Eq,11.3.2 6.750 k Z -II, Eq, 11.3-3 3.048 k Z- Ilim, RI, 11.3-4 1.452 k Z - Ills, Eq,11.3 -5 2.839 k Z- IV, Eq,11.3.6 1.416 k Z: Ref. Design Value = 1A76 k Note Refer to 2005 NDS Section 11.3 for Bolt Capacity calculation method. TAVERAS ENGINEERING, INC. 244 POINCIANA DRIVE JUPITER, FL 33458 CA #27190 Title : Bemis Residence Job # 04-057 Dsgnr. Project Desc.: Renovation to existing one -story house Project Notes : Printed: 30 JUN 2011, 4•.32PM KW- 06009112 Licensee:'Taveras Enginecr(n9;'Inc. Description : Main ridge beam at location of previous brg wall Material Properties Calculations per NOS 2005, IBC 2009, CSC 2010, ASCE 7-05 E: Modulus of Elasticity Ebend- xx 1,900.0ksi Eminbend - xx 965.71 ksi Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species : iLevel Truss Joist Wood Grade : MicroLam LVL 1.9 E Fb - Tension Fb - Compr Fc - Pdl Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling 2,600.0 psi 2,600.0 psi 2,510.0 psi 750.0 psi 285.0 psi 1,555.0 psi Density 32.210pcf Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.0250, Lr = 0.020 ksf, Tributary Width =11.0 ft Design OK Maximum Bending Stress Ratio Section used for tills span fb : Actual FB : Allowable Load Combination Location of medmum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.90e1 3.50 X 16.0 2,356.51 psi = 2,600.00psi +D+Lr+H 10.750ft Span # Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.470 in Ratio = 0.000 in Ratio = 1.084 in Ratio = 0.000 in Ratio = 549 0 <360 238 0 <180 = 0.461: 1 3.50 X 16.0 128.60 psi 285.00 psi +D+Lr+H 0.000ft Span #1 Load Combination Max Sb* r Ratios Segment Length Span # M V +D Length = 21.50 ft 1 +D+Lr+H Length = 21.50 ft 1 +D+0.750Lr+0.750L+H Length = 21.50 ft 1 +0+0.75011+0.750L+0.750W+H Length = 21.50 ft 1 +D+0.750Lr+0.750L+0.5250E+H Length = 21.50 ft 1 Load Combination 0.513 0.906 0.808 0.808 0.808 0.256 0.451 0.402 0.402 0.402 C 1.000 1.000 1.000 1.000 1.000 C FN Cr Cm Ct Summary of Moment Values Summary of Shear Values Mactual fb-design Fb -allow Vactual fv-design Fv -allow 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 16.61 29.33 26.15 26.15 26.15 1,335.02 2,356.51 2,101.14 2,101.14 2,101.14 2,600.00 2,600.00 2,600.00 2,600.00 2,600.00 2.72 4.80 4.28 4.28 4.28 72.88 128.60 114.87 114.67 114.67 285.00 285.00 285.00 285.00 285.00 Span Max. °= Defl Location In Span Load Combination Mar. '+" Dell Location in Span D+l.r 1 1.0836 10.858 0.0000 0.000 tQ TAVERAS ENGINEERING, INC. 244 POINCIANA DRIVE JUPITER, FL 33458 CA #27190 Title : Germ Residence Job # 04-057 Dsgnr: Project Desc.: Renovation to existing one -story house Project Notes : Description : Main ridge beam at location of previous brg waH Printert 39 JUN 2011, 4:32PM Licensee: Taveras::Engineering, Inc,' Values In KIPS Load Combination Overall MAXimum D Only Lr Only Dar 11 TAVERAS ENGINEERING, INC. 244 POINCIANA DRIVE JUPITER, FL 33458 CA #27190 Title : Gerais Residence Dsgnr. Project Desc.: Renovation to existing one -story house Project Notes : Job # 04-057 Printed: 30 ,042O11, 432PM Description : New beam under existing hip beam Material Properties licensee : Taverns °>Encgineering, Inc` Calculations per NDS 2006, IBC 2009, CBC 2010, ASCE 7 -05 Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Wood Grade : 'Level Truss Joist : MicroLam LVL 1.9 E Fb - Tension Fb - Cornpr Fc - Prli Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling 2,600.0 psi 2,600.0 psi 2,510.0 psi 750.0 psi 285.0 psi 1,555.0 psi E:.Modulus of Elasticity Ebend -xx 1,900.0ksi Eminbend - xx 965.71 ksi Density 32.210pcf Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0,0250, Lr = 0.020 ksf, Tributary Width = 4.0 ft, (roof load) Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr+S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.735 1 3.50 X 7.250 1,909.81 psi 2,600.00psi +D+Lr+H 7.250ft Span #1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.380 in Ratio = 0.000 in Ratio = 0.881 in Ratio = 0.000 In Ratio = 458 0 <360 197 0 <180 0.267: 1 3.50 X 7.250 73.21 psi 285.00 psi +D+Lr+H 13.920 ft Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V C C FN Cr Summary of Moment Values Summary of Shear Values Cm Ct Mactual lb-design Fb -allow Vactual fv -design Fv -allow +0 Length =14.50 ft 1 +D+Lr+H Length =14.50 ft 1 +D+0.750Lr+0.750L+1-1 Length =14.50 ft 1 +D+0.750Lr+0.7501.40.750W+H Length =14.50 ft 1 +D+0.750Lr+0.750L+0.5250E+H Length =14.50 ft 1 Load Combination 0.418 0.735 0.655 0.655 0.655 0.146 0.257 0.229 0.229 0.229 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 • 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 2.78 4.88 4.35 4,35 4.35 1,086.95 1,909.81 1,704.09 1,704.09 1,704.09 2,600.00 2,600.00 2,600.00 2,600.00 2,600.00 41.67 73.21 65.32 65.32 65.32 285.00 285.00 285.00 285.00 285.00 Max. ° ° Dell Location in Span Load Combination Max. ° +° Deli Location in Span D+Lr 1 0. : :15 7.323 0.0000 0.000 12� TAVERAS ENGINEERING, INC. 244 POINCIANA DRIVE JUPITER, FL 33458 CA #27190 Description : New beam under existing hip beam Load Combination ppot 1 Support 2 Title : Gervais Residence Job # 04 -057 Dsgnr. Project Desc.: Renovation to existing one -story house Project Notes : Support notation : Far left Is #1 Values in KIPS Printed 30 JUN 2011, 4:32PM Overall MAXimum D Only it Only D+Lr 1.346 1.346 0.766 0.766 0.580 0.580 t346 1.346 ��j TAVERAS ENGINEERING, INC. 244 POINCIANA DRIVE JUPITER, FL 33458 CA #27190 Title : Gervais Residence Job # 04 -057 Dsgnc Project Desc.: Renovation to existing one -story house Project Notes : Print!: 30 JUN 2011, 4:32PM Licensee :' Tavern s.Engineering. Inc. : Second ridge beam at location of exist ridge bm Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Wood Grade Beam Bracing Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 Fb - Tension 2,600.0 ps E : Modulus of Elasticity Fb - Compr 2,600.0 ps Ebend- xx 1,900.0 ksi Fc - Prit 2,510.0 ps Eminbend - xx 965.71 ksi iLevel Truss Joist Fc - Pere : MicroLam LVL 1.9 E Fv Ft : Beam is Fully Braced against lateral- torsion buckling 750.0 ps 285.0 ps 1,555.0 ps Density 32.210 pcf Service bads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.0250, Lr = 0.020 ksf, Tributary Width = 6.0 ft Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Desk n OK 0.863:1 Maxi 3.50 X 11.880 = 2,244.15psi 2,600.00psi +D+Lr+H 10.500ft = Span # 1 0.570 In Ratio = 0.000 in Ratio = 1.326 In Ratio 0.000 in Ratio = mum Shear Stress Ratio Section used for this span iv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 442 0<360 190 0 <180 0.338: 1 3.50 X 11.880 9627 psi = 285.00 psi +D+Lr+H = 0.000ft Span # 1 fift Load Combination Segment Length Max Stress Ratios Span # M V Cd CFN Cr Cm +0 Length = 21,0 ft 1 +O+Lr+H Length = 21.0 ft 1 +D+0.750Lr+0.750L +H Length = 21.0 ft 1 +0+0.750Lr +0.750L+0.750W+H Length =21.0ft 1 +D+ 0.750Lr+0.750L+0.5250E+H Length = 21.0 ft 1 Load Combination 0.492 0.863 0.770 0.770 0.770 Span 0.193 0.338 0.302 0.302 0.302 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1,000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 G 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Summary of Moment Values Summary cfShearValues Mactual fb -design Fb -allow Vactual f -design Fv -allow 8.78 15.40 13.74 13.74 13.74 1,279,96 2,244.15 2,003.10 2,003.10 2,003.10 2,600.00 2,600.00 2,600.00 2,600.00 2,600.00 1.52 2.67 2.38 2.38 2.38 54.91 285.00 96.27 285.00 85.93 285.00 85.93 285.00 285.00 85.93 Max. ° -° Deft Location in Span Load Combination Max. ° +° Dell Location In Span D+Lr 1 1.3259 10.805 0.0000 0.000 14- TAVERAS ENGINEERING, INC. 244 POINCIANA DRIVE JUPITER, FL 33458 CA #27190 • Description : Second ridge beam at location of exist. ridge bm Load Combination Overall MAXimum D Only Lr Only D+Lr Title : Gervais Residence Job # 04-057 Dsgnr. Project Desc.: Renovation to existing one -story house Project Notes : Support notation : Far left ls#1 Values In KIPS Printed: 30 AIN 2011, 4:32PM Support 1 Support 2 2.933 2.933 1.673 1.673 1260 1.260 2.933 2.933 TAVERAS ENGINEERING, INC. 244 POINCIANA DRIVE JUPITER, FL 33458 CA #27190 Lie. , #,; KW- 06009112 Title : Gervals Residence Job # 04-057 Dsgnr. Project Desc.: Renovation to existing one -story house Project Notes : Description : Exist. ridge bm Material Properties Printed: 30 JUN 2011, 4:32PM Licensee.: Taveras Enginecring, Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species : Southern Pine Wood Grade : No.1: 2" - 4" Thick : 2" - 4" Wide Beam Bradng Fb - Tension Fb - Comer Fc - Prll Fc - Perp Fv Ft : Beam is Fully Braced against lateral - torsion buckling 1,850.0 psi E : Modulus of Elasticity 1,850.0 psi Ebend -xx 1,700.0ksi 1,850.0 psi Eminbend -xx 620.0 ksi 565.0 psi 175.0 psi 1,050.0 psi Density 35.4400 Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.0250, Lr = 0.020 ksf, Tributary Width =1.0 ft Maximum Bending Stress Ratio Section used for this span tb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.626 1 3.60 X 7.250 = 1,158.85psi 1,850.00psi +D+Lr+H 10.750ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.513 in Ratio = 0.000 in Ratio = 1.314 in Ratio _ 0.000 In Ratio = 502 0 <360 196 0 <180 0.177: 1 3.50 X 7.260 30.94 psi 175.00 psi +D+Lr+H 0.000ft Span #1 Load Combination Max Stress Ratios Segment Length Span # M V +D Length = 21.50 ft 1 +D+Lr+H Length = 21.50 ft 1 +D+0.750Lr+0.750L+H Length = 21.50 ft 1 +11+0.750Lr+0.750L+0.750W+H Length = 21.50 ft 1 +D+0.750Lr+0.750L+0.5250E+H Length = 21.50 ft 1 0.565 0.160 1.000 Span Max "-" DPI Location in Span Cd 0.382 0.108 1.000 0.626 0.177 1.000 0.565 0.160 1.000 0.565 0.160 1.000 Load Combination C FN Summary of Moment Values Summary of Shear Values Cr Cm C t IVIactual flrdeslgn Fb -allow Vactual fwdesign Fv -allow 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.81 1.000 1.000 1.000 1.000 2.96 1.000 1.000 1.000 1.000 2.67 1.000 1.000 1.000 1.000 2.67 1.000 1.000 1.000 1.000 2.67 706.57 1,158.85 1,045.78 1,045.78 1,045.78 1,850.00 1,850.00 1,850.00 1,85040 1,850.00 0.32 0.52 0.47 0.47 0.47 18.86 30.94 27.92 27.92 27.92 175.00 175.00 175.00 175.00 175.00 Load Combination Max. " +° Deft Location In Span D+Lr 1 1.3143 10.858 0.0000 0.000 1b TAVERAS ENGINEERING, INC. 244 POINCIANA DRIVE JUPITER, FL 33458 CA #27190 Title : Gervais Residence Job # 04 -057 Dsgnr: Project Deso.: Renovation to existing one -story house Project Notes : Printed: 30 JUN 2011, 432PM c, fit': KW- 0600911 Licensees. Taveras.:Engineering, Inc.: Description : Load Combination I MAXimum D Only Lr Only D+Lr Exist ridge bm Support notation : Far left is #1 Values in KIPS Support1 Support2 0.551 0.551 0.336 0.336 0.215 0.215 0.551 0.551 '1 Project: Gervais Residence 10801 NE 8th Ave Miami Shores, FL 33138 Date: Engineer: 08/21/11 Tommy Tavares JOB N0. REVIEW BY: RT angle < 27-1 04-057 TT 1.00.000. '.S» . on NF r 05.4i 'Q 1ie$ll g t $1OT100144 if 43 Minimun Permanent Roof DL for Uplift Cates = Structure located within 600 ft of inland bodies of water? _ call latl'tid8 301410. i V= 1= h= Kz Kzt= Kd= qh = 148 mph 1.00 17.00 ft 0.88 1.00 0.85 40.43 psf Roof Angle, degrees = 14.04 degrees Width of comer strip, a = 4.13 ft Roof DL= 25 psf Roof U.= 20 psf Gcpi (+) = 0.18 Gcpi ( -) = -0.18 Psf yes, uplift fords to be increased by 20% (FBC R301.2.1.4.3(2) Truss Anchor -rib. Length rues Truss Width Tributary Effective Area Trib. Areal ft /t ft" ft` 1 Wall Tributary Length Wall Height Perp To Wind ft ft Dlaphr. Depth d ft TYPe Truss Anchor Load Capacity Ua Fla Fla ibs Ibs Ibs 12000 12000 1090 775 2800 #N/A #N/A #N/A #N/A #N/A #N /A 1. The etfeallve Area = Span length ' e / solive width (need not be less than 1/3 span length). 01.13 2 The design pressure forC&C Is based on the larger otthe trlb. area or effective area. The rosughtg pressure is applied on the trib. area. Il W NWA, ANCHOR:LOAtYCAPAi ♦ jCY cHP C Truss Anchor C+C MP/FRS Ford To Shear Wags Gravity Load lbs Uplift MS Check Uplift F1 (bs F2 !bs Unity Eqt. Check U.E. <1 F1 Check /bs roof bm -1 5233 OK 4187 42 255 0.42 OK 4, 4, V V @n O Cn N R CA 1 CZ a Q� T R iC 5197.5 roof bm -2 3806 OK 3045 1 1 0.25 OK 3780.0 T01 789 OK 556 1 1 0.52 OK 689.9 T02 454 OK 218 1 1 0.48 OK 270.0 roof bm-3 1522 OK 1051 1 1 0.58 OK 1305.0 label 55 #N/A 18 15 59 #N /A #N/A 22.5 label 55 #N/A 18 15 59 #N/A #N/A 22.5 label 56 #NIA 18 15 59 #N/A #N/A 22.6 label 35 #N/A 18 15 59 #N/A #ffl/A 22.5 label 35 #N/A 18 15 59 #N!A #N/A 22.5 label 55 #ti/A 18 15 69 #N/A #N/A 22.5 It late oti toor:1tia a Attcl Of - pohehttand' adding= Roof Overhang Dimension, ft = Width of comer strip, a = 4.13 Truss Anchor GCp ( +)1 GCp (-) Zone 1 GCp (-) Zone 2 GCp (-) Zone 3 At Roof Overhang GCp (-) Zone 2 GCp (-) Zone 3 roof bm -1 0.30 -0.80 -1.20 -2.00 -2.20 -2.50 roof bm -2 0.30 -0.80 -1.20 -2.00 -2.20 -2.50 T01 0.32 -0.81 -1.25 -2.08 -2.20 -2.83 T02 0.48 -0.89 -1.88 -2,55 -2.20 -3.80 roof bm-3 0.33 -0.82 -1.28 -2.09 -2.20 -2.89 label 0.60 -0.90 -1.70 -2.80 - 2.20 -3.70 label 0.50 -0.90 -1.70 -2.80 -2.20 -3.70 label 0.50 -0.90 -1.70 -2.80 -2.20 -3.70 label 0.50 -0.90 -1.70 -2.60 -2.20 -3.70 label 0.50 -0.90 -1.70 -2.80 -2.20 -3.70 label 0.50 -0.90 -1.70 -2.80 -2.20 -3.70 1. GCp is be on the larger of the trlb. area or effective area. TABLES 2 -2, 2 -3 and 2 -4: Guide to the Use of the Wind Load Provisions of ASCE-07 Zone 1,2,3 ( +) P( +) Psf Zone 1 (-) Zone 2 ( -) Zone 2 (-) I Zone 3 (-) Zone 3( -) 1 Factor 2 -1.1 -2.2 -1.8 Factor 1 Factor 2 Factor 1 Factor 2 Factor 1 Factor 2 Factor 1 Factor 2 0< =7 0.3 0.2 -1.0 -0.9 -1.8 -1.1 -2.8 -1.1 7 <0< =27 04 0.3 -0.9 -0.8 -1.7 -1.2 -2.6 -2.0 27<0 <=46 0.9 0.8 -1.0 -0.8 -1.2 -1.0 -1.2 -1.0 Rf Ag1=14.04 0.5 0.3 -0.9 -0.8 -1.7 -1.2 -2.6 -2.0 at overhang: P( +) Psf P( -) W1 Psf Zone 2 ( -) P(-) W3 Psf Zone 3 (-) C+C Uplift !bs Factor 1 -1.7 -2.2 -2.0 Factor 2 -1.1 -2.2 -1.8 Factor 1 -2.8 -3.7 -2.0 Factor 2 -0.8 -2.6 -1.8 -2.2 -2.2 -3.7 -2.6 Truss Anchor P( +) Psf P( -) W1 Psf P(-) W2 Psf P(-) W3 Psf At Roof Overhang C+C Uplift !bs Gravity Load !Os P(-) W2 Psf P(-) W3 Pst roof bm -1 19 - 39.6 -55.8 - 88.1 -98.2 - 108.3 3395 5197.5 roof bm -2 19 -39.8 - 55.8 -88.1 -98.2 -108.3 4640 3780 T01 20 - 40.0 -57.9 -90.7 -96.2 -113.5 2139 689.85 T02 27 -43.3 -74.4 -110.5 -96.2 -163.0 911 270 roof bm-3 21 -40.2 -58.9 -91.9 -98.2 -115.8 990 1305 label 27 -43.7 -78.0 -112.4 -96.2 -156.9 903 22.5 label 27 -43.7 -76.0 -112.4 -96.2 -156.9 54 22.5 label 27 -43.7 -76.0 -112.4 -96.2 -156.9 54 22.6 label 27 -43.7 -76.0 -112.4 -96.2 -156.9 54 22.6 label 27 -43.7 -76.0 -112.4 -96.2 -158.9 54 22.5 label 27 -43.7 -76.0 -112.4 -98.2 -158.9 54 22.5 RT angle < 27 -2 Roof Zone. 2 or 3? 40 can* IQ a OH RT angle < 27 -3 w Width of corner strip, a = 4.13 ft CASE II : NO ZONE 1 (zone "2" overlap) (L/2 -2a < 0) CASE III : SHORT TRUSS Calculate //Mitts Roof'Crufas tnchorS,1440109 .- ;r Wind Load, psf 26.81 -35.17 -24.91 -22.41 Fx Surface 1 psf Fx -comp. Surface 2 psf Fx -comp. Surface 3 psf Truss Anchor Truss Lengths 8.6 -6.0 -22.4 Partial Uplift Loads Total Uplift Lt2 Horfz. Proj. ft 1-12 inclined ft 011 ft Min. ofa -0H or 1J2 -0H ft 1.12 -2a case 1 if ft Remaining "R" -zone 2 ft OH*W2, om lbs is -OHpWz fbs ( -2a)*W+ 0 if U2 -2a<0 lbs WW2 lbs lbs roof bm -1 10.5 10.8 0.0 3.1 2.58 5.13 0.0 - 1645.3 -891 -2697 -5233 roof bm -2 10.5 10.8 0.0 3.1 2.56 5.13 0.0 - 1198.6 -848 -1961 -3808 701 7.7 7.9 0.0 3.1 -0.38 4.77 0.0 -312.6 0 -478 -789 702 3.0 3.1 1.0 2.1 -6.17 0.00 -176.4 -277.9 0 0 -454 roof bin-3 7.3 7.5 0.0 3.1 -0.79 4.34 0.0 -637.4 0 -884 -1622 label 0.5 0.6 1.0 -0.6 -7.74 0.00 -88.2 33.0 0 0 -55 label 0.5 0.5 1.0 -0.5 -7.74 0.00 - 88.2 33.0 0 0 -55 label 0.5 0.6 1.0 -0.5 -7.74 0.00 - 88.2 33.0 0 0 -55 label 0.5 0.6 0.0 0.5 -7.74 0.00 0.0 -36.0 0 0 -35 label 0.6 0.6 0.0 0.6 -7.74 0.00 0.0 -35.0 0 0 -35 label 0.5 0.5 1.0 -0.5 -7.74 0.00 -88.2 33.0 0 0 -55 Surface 1 2 3 4 Wind Load, psf 26.81 -35.17 -24.91 -22.41 Fx Surface 1 psf Fx -comp. Surface 2 psf Fx -comp. Surface 3 psf Fx Surface 4 psf -26.6 8.6 -6.0 -22.4 Gatctalatert, F 1101fttinNootl tWtt9 leHofs And PI aa'load to Attar walls ; MWFR$ w- oadg09" .., .....'; H h' w L M MWFRS Load to Truss Roof HT Tributary F1 F2 Uplift Pep. Anchor Above Eave Wan Height Shear Wag It ft /bs/ft ft lbs-ft lbs lbs tbs fbs /Anchor roof bm -1 4.00 5.00 265 41.3 54385 42 255 4187 42 roof bm -2 4.00 5.00 255 41.3 54385 1 1 3045 42 701 4.00 5.00 255 41.3 54385 1 1 558 42 702 4.00 5.00 255 41.3 54385 1 1 218 42 roof bm -3 4.00 6.00 255 41.3 54385 1 1 1051 42 label 4.00 1.00 59 1.0 7 15 59 18 15 label 4.00 1.00 59 1.0 7 16 59 18 16 label 4.00 1.00 59 1.0 7 15 59 18 15 label 4.00 1.00 59 1.0 7 15 59 18 15 label 4.00 1.00 59 1.0 7 15 59 18 15 label 4.00 1.00 59 1.0 7 15 59 18 16 1. 'helgM = Tilb. Helghf from floor to roof save. RT angle < 27-4 OS** FtA indP2 °CaPPae1Kiigr-MWFRSconitilirei l 1fit',-- , . ,,.:. ChegkAt O ndSh Fbr' i:F! ,...'; . "... :.. Truss UIUa F1/F1a F2IF2a Unity Check C +C Uplift Shear Force Anchor Eqt. U, Ibs Capacity Check F1, Ws Capacity Check roof bm -1 0.35 0.01 0.06 0.42 OK 5233 12000 OK 42 4000 OK roof bm -2 0.25 0.00 0.00 025 OK 3808 12000 OK 42 4000 OK T01 0.51 0.00 0.00 0.52 OK 789 1090 OK 42 270 OK T02 0.28 0.10 0.10 0.48 OK 454 776 OK 42 10 no good roof btu-3 0.38 0.10 0.10 0.58 OK 1522 2800 OK 42 10 no good label #N/A #N/A #N/A #N/A QUA 55 #N/A #N/A 16 #N/A #N/A label #N/A #N/A #N/A #N/A #NIA 55 #N/A #N/A 16 #NIA #N/A label #N/A #N/A #N/A #N/A #N/A 55 #N/A #N/A 15 #NIA #N/A label #N/A #N/A #N/A #N/A #N/A 36 QUA #N/A 15 #N/A #NIA label #N/A #N/A #N/A #N /A #N/A 35 #N/A #N/A 15 #N/A #N/A label #N/A #N/A #N/A #N /A #NIA 55 #N/A #N/A 15 #N/A #N/A TAVERAS ENGINEERING, INC. 244 POINCIANA DRIVE JUPITER, FL 33458 CA #27190 Lie t".. KW- 06009112 Description : Material Properties fc : Concrete 28 day strength = Rebar Yield = c : Concrete Elastic Modulus Concrete Density = cp Values Flexure = Shear = Analysis Settings Min Steel % Bending Reinf. _ Min Allow % Temp Reinf. _ Min. Overturning Safety Factor = Min. Sliding Safety Factor = AutoCalc Footing Weight as DL Title : Gervais Residence Dsgnr. Protect Desc,:.Renovation to existing one -story house Project Notes : Job # 04-057 Wall footing under new post Pdntotk 30 JUN 2011, 9:38Pd1 !censee TaverasEngino rinq,I c. Calculations per ACI 318-08, IBC 2009, CBC 2010, ASCE 7.05 3.0 ksi 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.850 0.00140 0.00180 1.50 :1 1.50 :1 Yes Footing Widtl Wall Thickness Wall center offset from center of footing = Soil Design Values Allowable Soil Bearing Increase : -acing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Reference Depth below Surface Mow. Pressure Increase per foot of depth when base footing is below Increases based on footing Width Allow. Pressure Increase per foot of width when footing Is wider than 1.830 ft Footing Thicknes - 10.0 in 12.0 in Reber Centerline to Edge of Concrete.. at Bottom of footing = 3.0 in 0 in Bars along X X Axis Bar spacing Reinforcing Bar Size 2.0 ksf No 250.0 pcf 0.30 ' ft ksf ft ksf ft 12.00 # 5 P : Column Load OB : Overburden V -x M -zz Vx applied = 0 1.040 Lr 0.4660 L E 0.580 H k ksf In above top of footing Min. Ratio Item PASS 0.5589 Soil Bearing PASS n/a Overturning - Z Z PASS n/a Sliding - X-X PASS n/a Uplift PASS 0.01481 Z Flexure ( +X) PASS 0.01481 Z Flexure ( -X) PASS n/a 1 -way Shear ( +X) PASS 0.0 1-way Shear ( -X) APPlied 1.118 ksf 0.0 k-ft 0.0 k 0.0 k 0.1383 k-ft 0.1383 k -ft 0.0 psi 0.0 psi CaPacftlf 2.0 ksf 0.0 k-ft 0.0 k 0.0 k 9.341 k -ft 9.341 k -ft 93.113 psi 0.0 psi bL 2c 19 F -r 6,5x 5opsF t 3,1 L L r t(' , • 5') .o p$ ca.5� ktP Lr 8wl &I 0a4 e <t.F Governing Load Combination +D+0.750Lr+0.750L+0. No Overturning No Sliding No Uplift +1.20D+0.50Lr +1.60L+ +1.20D+0.50Lr +1.60L+ nla , nta �caAD tat . !, d4 +14-F Dist( tLo`•I ear 1.aAa ovE1.. sv M -b4M k k-ft TAVERAS ENGINEERING, INC. 244 POINCIANA DRIVE JUPITER, FL 33458 CA #27190 Title : Gerais Residence Job # 04 -057 Dsgnr. Project Desc.: Renovation to existing one -story house Project Notes : Prldst 30 JUN 2011, 938PM : KW 06009112 Licansee : Taveras Engiriooring. nc. Description : Wall footing under new post Soil Bearing Rotation Axis & Load Combination... Gross Allowable Xecc Zecc Actual Soil Bearing Stress Actual ►Allowable +Z +Z •X -X Ratio +D .+D+L +H . +D+Lr+H . +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H • +D+0.750Lr+0.750L+0,750W+H . +D+0.750L+0.750S+0.750W+H +D+0.750Lr+0.750L+0.5250E +H L+Q7.50k525 +11, 2.0 ksf 2.0 ksf 2.0 ksf 2.0 ksf 2.0 ksf 2.0 ksf 2.0 ksf 2.0 ksf 2.0 ksf 0A in 0.0 in 0.0 in 0.0 in 0.0 In 0.0 in 0.0 In 0.0 in 0.0 in 0.6891 ksf 0.6891 ksf 1.006 ksf 1.006 ksf 0.9438 ksf 0.9438 ksf 1.118ksf 1.118ksf 0.9268 ksf 0.9268 ksf 1.118ksf 1.118ksf 0,9268 ksf 0.9268 ksf 1.118ksf 1.118ksf 0.9268 ksf 0.9268 ksf 0.345 0,503 0.472 0.559 0.463 0.559 0.463 0.559 0.463 Units : k ft Rotation Axis & Load Combination... FoohnHas NO Overtumin Overturning Moment Resisting Moment Stability Ratio Status Force Application Axis Load Combination ... Footin° Has NO Slidin . Sliding Force Resisting Force Sliding SafetyRatio Status Flexure Axis & Load Combination Mu Which Tension @ Bot. k -ft Side ? or Top ? As Req'd tnA2 Gvm. As In 2 +1.40D , +1.40D +1.20D+0.50Lr +1.60L +1.60H +1.20D+0.50Lr +1.60L +1.60H +1.20D+1.60L+0.50S +1.60H +1,20D+1.60L+0.50S +1.60H , +1.20D +1.60Lr+0.50L • +1,20D +1.60Lr+0.50L +1.20D +1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+0.50L +1.60S +1.20D+0.50L +1.605 +1.20D+0.50Lr+0.50L +1.60W +1.20D+0.50Lr+0.50L +1.60W . +1.20D+0.50L+0.50S+1.60W +1.20D+0.50L+0.505+1.60W +1.20D+0.50L+0.20S +E 0.09765 0.09765 0.1383 0.1383 0.1274 0.1274 0.1324 0.1324 0.1188 0.1188 0.09735 0.09735 0.1083 0.1083 0.09735 0.09735 0.09735 -x +X -X +X -X +X -X +X -X +X -X +X X +X -X +X -X Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom 0.0041 0.0041 0.0058 0.0058 0.0054 0.0054 0.0056 0.0056 0.005 0.005 0.0041 0.0041 0.0046 0.0046 0.0041 0.0041 0.0041 0.0041 Calc'd Bending Calc'd Bending Calc'd = :nding Calc'd Bending Calc'd Bending Calc'd Bending Calc'd Bending Calc'd Bending Calc'd Bending Calc'd Bending Calc'd Bending Calc'd Bending Calc'd Bending Calc'd Bending Calc'd Bending Calc'd Bending Calc'd Bending Calc'd Bending Actual As in"2 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 PhI Mn k -ft Status Load Combination... +1.40D +1.20D+0.50Lr +1.60L +1.60H +1.20 D +1.60L+0.505 +1.60H +1.20D +1.60Lr+0.50L +1.20D+1.60Lr+0.80W +1.20D+0.50L +1.605 +1.20 D+0.50Lr+0.50 L +1.60W +1 .20 D+0.50 L+O.50 S +1.60 W +1.20D+0.50L+0,20S+E Vu X Vu +X 0psi 0 osi 0psi 0psi Opal 0 psi 0 psi 0psi 0psi Vu :Max Phi Vn 0 psi 0 psi 93.113 psi 0 psi 0 psi 93.113 psi 0 psi 0 psi 93.113 psi 0 psi 0 psi 93.113 psi 0 psi 0 psi 93.113 psi 0 psi 0 psi 93.113 psi 0 psi 0 psi 93.113 psi 0 psi 0 psi 93.113 psi 0 osI 0 psi 93.113 psi Vu t Phi*Vn 0 0 0 0 0 0 0 0 0 9.341 9.341 9.341 9.341 9.341 9.341 9.341 9.341 9.341 9.341 9.341 9.341 9.341 9.341 9.341 9.341 9.341 9.341 Units :k Status OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK 23 wil Project Summary Entire House Job: Date: 6125111 By: RCS Pro ect:;Information For. Gervais Residence 10601 NE 6 Avenue, Miami Shores, FL Notes: New living area: 342 sq. ft. Existing living area: 1,634 sq. ft. Total living area: 1,976 sq. ft. Desi. n Information Weather. Miami Beach Co, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary 48 °F 70 °F 22 °F Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 89 °F 75 °F 14 °F L 50 % 56 gr/lb Sensible Cooling Equipment Load Sizing Structure 33360 Btuh Structure 34849 Btuh Ducts 5389 Btuh Ducts 5513 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 38750 Btuh Use manufacturer's data n Rate /swing multiplier 0.94 Infiltration Equipment sensible load 37940 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 9189 Btuh Ducts 2020 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (IP) 1976 1976 Equipment latent load 11209 Btuh Volume (ft3) 18336 18336 Air changes/hour 0.38 0.20 Equipment total Toad 49149 Btuh Equiv. AVF (cfm) 116 61 Req. total capacity at 0.70 SHR 4.5 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Trade Trane Model 10 kW AHRI ref no. Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Make Trane Trade XL15I Cond 4TTX5061E1 Coil 4TEE3C10A1 AHRI ref no. 3935430 100 AFUE Efficiency 12.5 EER, 16.5 SEER 34100 Btuh Sensible cooling 39550 Btuh 34100 Btuh Latent cooling 16950 Btuh 16 °F Total cooling 56500 Btuh 2000 cfm Actual air flow 2000 cfm 0.052 cfm/Btuh Air flow factor 0.050 cfm/Btuh 0.10 in H2O Static pressure 0.10 in H2O Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ightsoft- Right -Suite® Universal 8.0.17 RS000484 \Gervais Residence Rev 8- 25- 11.rup Cale = MJ8 Front Door faces: 2011- Aug - 2517:09:30 Page 1 Right -J® Worksheet Entire House Job: Date: 6/25111 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Ty Construction number U -value (Btuh/ft? °F) Entire House 214.0 8 9.3 ft 1976.0 ft' Laundry 17.5 ft 7.0 8 heat/cool 1.0 x 67.3 ft 67.3 ft° Or HTM Area (ft') (Btuh/fP) or perimeter (ft) Load (Btuh) Area ft') Load or perimeter (ft) (Btuh) 2.75 21.12.... 2.751:;. 21.12.' 2.75 21.12 21.12 21.12 10651 6 c) AED excursion 12 13 14 15 Envelope loss/gain a) Infiltration b) Room ventilation Internal gains: Subtotal (lines 6 to 13) Less extemal load Less transfer Redistribution Subtotal Duct loads Total room load Air required (dm) 30551 32248 941 0 460 1200 33380 34849 0 0 0 34849 5513 38750 40382 2000 2000 2810 0 Occupants @ Appliances/other 2 1071 789 60 0 0 0 1251 849 0 0 0 849 129 1453 978 75 48 16% 16% 0 0 0 33360 5389 180 0 16% 15% 0 0 0 1251 202 Calculations aoproved by ACCA to meet all requirements of Manual J 8th Ed. 1 Right- Suite® Universal 8.0.17 RSU00484 1\Gervais Residence Rev 8- 25- 11.rup Calc = MJ8 Front Door faces: 2011 - Aug - 2517:09:30 Pagel Right -J® Worksheet Entire House Job: Date: 6/25111 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Pwdr 12.5 ft 7.0 ft heat/cool 8.5 x 4.0 ft 34.0 ft' Kitchen 17.5 ft 9.0 8 heat/cool 1.0 x 221.5 ft 221.5 ft' Construction number U -value (Btuh/ft' - °F) HTM (Btuhlftl Area ft') or perimeter (ft) Load (Btuh) Area ft') Load or perimeter (ft) (Btuh) Cool Gross N/P!S Heat Cool 13A -5ocs 0.125 e ImaactTint 13A -5ocs 0.125 w Impact Tint 0.980 w Impact Tint 0.960 w Impact Tint 0.980 w 20P -Ow 0.385 2.75 2.41 60 60 164 144 131 116 319 280 21.12 41.80 0 0 0 0 14 0 304 802 21.12 41.80 0 0 0 0 0 0 0 0 21.12 41.80 0 0 0 0 0 0 0 0 1189 0 A 0 0 Q O 0� 0 140 ..,.. �, ,. . '34 A�_ 2+€ . 8 47 539 34 34 288 183 222 222 1876 1194 6 c) AED excursion 12 Envelope loss/gain a) Infiltration b) Room venbiation Internal gains: Subtotal pines 6 to 13) Less external load Less transfer Redistribution Subtotal Duct loads Total room load Air required (dm) 553 367 43 0 0 0 681 410 0 0 0 410 62 791 473 41 23 13 14 15 129 0 Occupants @ 230 Appliances/other 0 2730 2240 232 0 78 0 16% 15% 0 0 0 681 110 0 0 1200 2982 3518 16% 15% 0 0 0 2962 478 0 0 0 3518 534 34.40 4052 178 201 Calculations aoaroved by ACCA to meet all requirements of Manual J 8th Ed. Right - Suite® Universal 8.0.17 RSO00484 \Gervais Residence Rev 8.25- 11.rup Cale = MJ8 Front Door faces: 2011-Aug-25 17:09:30 Page 2 Right -J® Worksheet Entire House Job: Date: 6/25/11 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Living Room 21.5 ft 11.0 ft heat/cool 1.0 x 377.3 ft 377.3 f t2 Family Room 55.0 ft 9.0 ft heat/coot 1.0 x 565.5 ft 565.5 f t2 Ty Construction number U -value (Btuh/ft2- F) Or HTM (Btuh/ft2) Area ft2) Load or perimeter (ft) (Btuh) Area ft2) Load or perimeter (ft) (Btuh) 13A -rtes Imoact Tint 'f Impact lint 13A -5ocs Impact Tint Impact Tint Impact Tint 11D0 .. 20P-Ow 0.125 w 0.960 w 0.980 w 0.980 w 175 481 422 0 0 0 0 O 0 0 0 0 0 0 O 0 0 0 0 0 0 O 877 1735 0 0 0 0 0 ZIV _1 377 3195 2033 566 566 4790 3048 MEM IEEIIIEEEEEEEIRNSE EIRE12222 -EERY 6 c) AED excursion 12 13 14 15 Envelope loss/gain a) Infiltration b) Room ventilation Internal gains: Subtotal (lines 6 to 13) Less external Toad Less transfer Redistribution Subtotal Duct loads Total room load Air required (cfm) 4991 5187 10488 14995 348 117 0 729 0 244 0 Occupants @ 230 Appliances/other 0 0 0 0 0 0 5339 5304 11216 15239 16% 15% 0 0 0 5339 863 0 0 0 5304 806 16% 17% 0 0 0 11216 1812 0 0 0 15239 2533 6202 320 8110 303 13028 17773 772 881 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Right - Suite® Universal 8.0.17 RSO00484 \Getvais Residence Rev 8- 25- 11.rup Calc = MJ8 Front Door faces: 2011 - Aug - 2517:09:30 Page 3 Right -J® Worksheet Entire House Job: Date: 6/25/11 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Bedroom 3 40.5 ft 9.0 ft heat/cool 1.0 x 255.5 ft 255.5 ft' Bath 2 5.5 ft 9.0 ft heat/cool 1.0 x 96.8 ft 96.8 ft2 Construction number U -value (Btuh/ft2-°F) HTM (Btuh/ft') Area (ft2) or perimeter (ft) r Load (Btuh) Area f t9 or perimeter (ft) Load (Btuh) N/P/S Heat Cool Gross N/P/S Heat Cool 13A -5ocs Impact Tint Im.T'iirt' 13A -5ocs Impact lint Impact Tint Impact Tint 11 16 20P-Ow 0.125 e 0.125 w 0.960 w 0.960 w 0.960 w 21.12 2.75 21.12 21.12 21.12 8.58,.; 8.47 5.39 2.41 41.80 41.80 41.80 11.89, 158 124 741 299 0 0 0 144 130 t 7 879 .33 3t x 99 O 0 0 0 0 0 0 O 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 256 256 2164 1377 97 97 819 521 0 0 ,gib , iitaSig r glom 6 c) AED excursion Envelope loss/gain -6 5313 4232 180 0 230 0 5849 4842 0 0 0 4642 694 6781 5336 281 242 12 a) Infiltration b) Room ventilation 536 0 13 Internal gains: Occupants (a3 230 Appliances/other 1 -123 1275 759 24 0 0 0 1348 783 0 0 0 783 119 1585 902 48 45 Subtotal (lines 6 to 13) 73 0 14 15 Less external Toad Less transfer Redistribution Subtotal Duct loads 16% 15% 0 0 0 5849 932 0 Total room load Air required (cfm) 16% 15% 0 0 0 1348 218 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. h� Right - Suite® Universal 8.0.17 RS000484 11Gervais Residence Rev 8- 25- 11.rup Cale = MJ8 Front Door fads: 2011 - Aug - 2517:09:30 Page 4 Right-J® Worksheet Entire House Job: Date: 6125111 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area WC 2 Oft 9.0 ft heat/cool 7.0 x 8.0 ft 56.0 ft' VVC 6.0 ft 9.0 ft heat/cool 4.0 x 6.0 ft 24.0 ft' Ty Construction number 11-value (Btuh/ft- F) Or HTM (Btuh/ft') Area ft') Load or perimeter (ft) (Btuh) Area ft') Load or perimeter (ft) (Bhih) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 13A -5ocs 0.125 e 2.75 2.41 0 Impact Tlnt.. 0.960 s . 21.12 41.89 13A -5ocs 0.125 w 2.75 2.41 0 Impact Tint 0.960 w 21.12 41.80 0 Impact Tint 0.960 w 21.12 41.80 0 Impact Tint 0.960 w 21.12 41.80 0 11 DO 9390 w... 20P-Ow 0.385 8.47 6 c) AED excursion 12 13 14 15 Envelope loss/gain a) Infiltration b) Room ventilation Internal gains: Subtotal (lines 6 to 13) Less extemal load Less transfer Redistribution Subtotal Duct loads Total room Toad Air required (cfm) 514 314 0 0 0 0 514 314 0 0 0 314 48 597 361 21 18 0 0 Occupants @ 230 Appliances/other 0 360 16% 15% 0 0 0 514 83 79 0 27 0 0 0 0 559 387 16% 15% 0 0 0 599. 97 0 0 0 387 59 696 445 26 22 Calculations aaoroved by ACCA to meet all requirements of Manual J 8th Ed. 19h Right-Su [tee Universal 8.0.17 RSU00484 Gervais Residence Rev 8- 25- 11.rup Calc = MJ8 Front Door faces: 2011- Aug - 2517:09:30 Page 5 Right -J® Worksheet Entire House Job: Date: 6125/11 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Bedroom 2 38.0 if 9.0 ft heat/cool 1.0 x 278.3 ft 278.3 ft' Construction number U -value (Bt uh/ft? °F) HTM (Btuh/ft') Area ft') or perimeter (ft) Load (Btuh) Area or perimeter Load Heat Cool Gross N/P /S Heat Cool Gross N/P /S Heat Cool talk 4 0.125 w 2.75 2.41 158 0.960 w 21.12 41.80 0 0.960 w 21.12 41.80 19 0.960 w 21.12 41.80 0 00 w 58 11,89 Q; Ct032.... 07Q a ._109 0.385 - 8.47 5.39 278 14 29S 139 781 O 0 O 599 O 0 MEE EINEEZINIEER 1113111223MENNIS 1111011•1121121. 6 c) AED excursion 12 Envelope loss/gain a) infiltration b) Room ventilation Internal gains: Subtotal (lines 6 to 13) Less external load Less transfer Redistribution Subtotal Duct Toads Total room load Air required (cfm) 5271 3405 13 14 15 503 0 189 0 Occupants @ 230 Appliances/other 1 0 5774 3803 18% 15% 0 0 0 5774 810 0 0 0 3803 578 6584 258 4381 217 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ight6airr Right- Suite® Unlversal 8.0.17 RSU00484 1lGervais Residence Rev 8- 25- 11.rup Cale = MJ8 Front Door faces: 2011-Aug-25 17:09:30 Page 6 APPENDIX 13-D Effective March 1,2009 FORM 1100B-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Component Prescriptive Method B ALL CLIMATE ZONES Compliance with Method B of Chapter 11 of the Florida Building Code, Residentia4 or Subchapter 13-6 of the Florida Building Code, Building, may be demonstrated by the use of Form 11000 for single -and multiple - family residences of three stories or less in height, additions to existing residential buildings, renovations to existing residential buildings, new heating, cooling, and water heating systems in existing buildings, and site -added components of manufactured homes and manufactured buildings.To comply, a building must meet or exceed all of the energy efficiency requirements on Table 11B-1 and all applicable mandatory requirements summarized in Table 1113-2 of this form. If a building does not comply with this method, it may still comply under Method A of Chapter 11 orSubchapter 13-6 of the applicable code. PROJECT NAME: AND ADDRESS: Gervais Enclosure BUILDER: 10601 NE 6 Avenue PERMITTING OFFICE: Miami Shores Miami Shores OWNER: Alice Guguen PERMIT NO.: JURISDICTION NO.: 1 6 2 8 0 0 .New construction including additions which incorporate any of the following features cannot comply using this method: skylights or othernonvertical roof glass, glass areas n excess of 16 percent of conditioned floor area, and electric resistance heat (See Notes to Table 1113-1 on page 2). 2. Fill in all the applicable spaces of the "To Be Installed" column on `Table 11B-1 with the information requested. All "To Be Installed" values must be equal to or more efficient than the required levels. 3.Complete page 1 based on the "To Be Installed" column information. 4. Read "Minimum Requirements for All Packages ", Table 11B-2 and check each box to indicate your intent to comply with all applicable items. 5. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. New construction, addition, or existing building 2. Single- famliy detached or multiple- family attached 3. If multiple - family -No. of units covered by this submission 4. Is this a worst case? (yes/no) 5. Conditioned floor area (sq. ft.) 6. Glass type and area: a. U- factor b. SHGC c. Glass area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type, area and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Air distribution system: Duct insulation, location Test report required if duct in unconditioned space 12. Cooling system: (Types: central, room unit, package terminal A.C., gas, none) 13. Heating system: (Types: heat pump, elec. strip, nat. gas, LP -Gas, gas h.p., room or PTAC, none) 14. Programmable thermostat installed on HVAC systems: 15. Hot water system: (Types: elec., nat. gas, LP -gas, solar, heat rec., ded. heat pump, other, none) b. Adjacent: Please Print CK 1. Addition 2. Single 3. a. No 5. 124 6a. 0.96 6b. 0.63 6c. 15 7. 12 sq. ft. 8a. R= 0 25 lin.ft. 8b. R= sq.ft. 8c. R= sq.ft. 8d. R= sq.ft. 8e. R = sq. ft. 9a -1. R= 5 225 sq.fL 9a -2. R= sq.ft. 9b-1. R= sq.ft. 9b-2. R= sq.ft. 10a. R= 30 sq.ft. 124 10b. R= sq.fL 11a.R =6 11 b.Test report attached? Yes NoX 12a. Type: Centr 12b. SEERIEER: 16al .5 12c. Capacity: 56,500 13a.Type: Elect strir 13b. HSPF /COP /AFUE: 100 AFUE 13c. Capacity: 34,100 14. Yes NoX 15a. Type: 40 15b. EF: 0.92 I hereby certify that the plans and specifications covered by the calculation are in compliance with the Florida Energy Cc "^ , PREPARED BY: DATE 8/25/11 I hereby certify that this building Is in compliance with the Florida Energy e: OWNER AGENT: ATE Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction Is completed, this bullding will be inspected for compliance In accordance with Section 553.908, F.S. BUILDING OFFICIAL DATE 2007 FLORIDA BUILDING CODE - BUILDING 13 -13.23 APPENDIX 13-D * TABLE 11B-1 MINIMUM REQUIREMENTS (See Note 1) All Climate Zones BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U -Factor = 0.65 SHGC = 0.35 %of CFA < =16% U -Factor = 0.96 SHGC= 0.63 %of CFA= 12 Exterior door type Wood or insulated Type: Walls — Ext. and Adj. (see Note 3): Frame Mass (see Note 3) Interior of wall: Exterior of wall: R -13 R-6 R-4 R -Value = R -Value = R -Value = 5 Electric resistance treat (See Note 10) Not allowed N1106.AB.1.2.1 Ceilings (see Notes 3 & 4) R=30 R -Value = 30 Floors: Slab -on -grade Over unconditioned spaces (see Note 3) No requirement R -13 R -Value = Hot water systems (storage type) Electric (see Note 5): Gas fired (see Note 6): 40 gal: EF = 0.92 50 gal: EF = 0.90 40 gal: EF = 0.59 50 gal: EF =0.58 Gallons = EF = Gallons = EF= Air conditioning systems (see Note 7) SEER =13.0 SEER = Heat pump systems (see Note 8) SEER = 13.0 HSPF = 7.7 SEER = HSPF = Gas furnaces AFUE = 78% AFUE = Oil furnaces AFUE = 78% AFUE = Programmable thermostat (sea Note 10) Must be installed on all HVAC systems. Installed? YesX No Ductwork (see Note 9) Unconditioned space° Conditioned space Urwented attic assembly per R806.4 with insulation at the roof plane R-6, TESTED NA R-4.2 Location: Unconditioned space R -Value = Test report Conditioned space R- Value= (No test report required) Air Handler location: Unconditioned atic° or garage Conditioned space or Unvented attic assembly per R806.4 with insulation at the roof plane Requires test report No duct test required Location: Test report (1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; oth- erwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum L1-Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area (CFA), otherwise Method A must be used for compliance. ExcepUens:1. Ad- ditions of 600 square feet (56 m2) or less may have maximum glass to CFA of 50 percent. 2. Renovations with new windows under a 2 foot overhang whose lower edge does not extend further than 8 feet from the overhang may have tinted glazing or double -pane clear glazing. Replacement skylights installed in renovations shall be doublepaned or single paned with a diffuser. (3) R- Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the "interior of war requirement (R -6) must be met except if at least 50% of the R-4 insulation value required for the "exterior of wall" is installed exterior of, or integral to, the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume). (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume). (7) For all conventional units with capacities greater than 30,000 Btu/ht For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2A of the Florida Building Code, Building or Table N1107.AB.3.2A of the Florida Building Code, Residential (8) For all conventional units with capacities greater than 30,000 Btu/ht For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2B of the Florida Building Code, Building or Table N1107.AB.3.2B of the Florida Building Code, Residential (9) M ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be "substantially leak free. "Substantially leak free" shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. wc.) across the entire air distribution system, including the manufacturer's air handler enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such ducts shall either be insulated to R -6 or be installed in conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems installed in existing buildings. TABLE 118-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks N1106.AB.1.2 To be caulked, gasketed, weather - stripped or otherwise sealed. X Exterior Windows & Doors N1106.AB.1.1 Max .3 ctrnlsq.ft window area; .5 cfmisq.ft. door area. X Sole & Top Plates N1106.AB.1.2.1 Sole plates and penetrations through top plates of exterior walls must be sealed. X Recessed Lighting N1106.AB.1.2.4 Type IC rated with no penetrations (two alternatives allowed). X Multistory Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. X Exhaust Fans Ni 106 AB.1 3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork X Water Heaters Ni 112 Ail 3 amply with efficiency requiremerds in Table N1112.AB.3. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built-in heat trap required for vertical pipe risers. X Swimming Pools & Spas N1112.AB.2.3.4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Hot Water Pipes N1112.AB.5 Insulation is required for hot water circulating systems (Including heat recovery units). X Shower Heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 pstg. X HVAC Duct Construction, Insulation & Installation 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 attics must be insulated to a minimum of R-6. X HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for eachhs stem. X 13 -D.24 2007 FLORIDA BUILDING CODE — BUILDING FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A - Compliance requires a roof absorptance test in accordance with N1104.A.4. 6/23/2011 8:24 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 Project Name: Gervais Addition Builder Name: Street 10601 NE 6 Avenue Permit Office: Miami Shores City, State, Zip: Miami Shores , FL , Permit Number. Owner: Jurisdiction: 232600 Design Location: FL, Miami Beach 1. New construction or existing Addition 2. Single family or multiple family Single family 3. Number of units, if multiple family 1 4. Number of Bedrooms(Bedrms In Addition) 2(0) 5. Is this a worst case? No 6. Conditioned floor area (ft2) 342 7. Windows(60.9 sqft.) Description Area a. U- Factor. Sgl, default 60.92 ft2 SHGC: Tinted, default b. U- Factor. N/A ft' SHGC: c. U- Factor N/A ft2 SHGC: d. U- Factor. N/A ft2 SHGC: e. U- Factor. N/q fts SHGC: 8. Floor Types ypes (342.0 sqft.) Insulation Area a. Raised Floor R =0.0' 342.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (491.3 sqft) Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 491.25 ft' b. N/A R= fN c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types (342.0 sqft.) Insulation Area a. Under Attic (Vented) R =19.0 342.00 ft2 b. N/A R= ft c. N/A R= ft2 11. Ducts - a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 136 ft' 12. Cooling systems - a. Central Unit Cap: 56.5 kBtulhr SEER: 16.5 13. Heating systems - a. Electric Strip Heat Cap: 34.1 kBtu/hr COP: 1 14. Hot water systems - a. Electric Cap: 40 gallons EF: 0.92 b. Conservation features None 15. Credits Pstat Glass/Floor 0.178 Total As -Built Modified Loads: 12.33 PASS Total Baseline Loads: 14.60 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: Review of the plans and specifications covered by this = calculation indicates compliance as with the Florida Energy Code. Before construction is completed this building will be inspected for `` compliance with Section 553.908 .; Florida Statutes. DATE' 6/23/11 I hereby certify that this building, as designed, is in compliance fY 9 9 p with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL* DATE* DATE: - Compliance requires a roof absorptance test in accordance with N1104.A.4. 6/23/2011 8:24 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: Gervais Addition Bedrooms: 0 Adress Type: Street Address Building Type: FLAsBuitt Conditioned Area: 342 Lot # Owner. Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street 10601 NE 6 Avenue Permit Office: Miami Shores Cross Ventilation: No County: Miami -Dade Jurisdiction: 232600 Whole House Fan: No City, State, Zip: Miami Shores , Family Type: Single - family FL , New/Existing: Addition 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 Beach FL MIAMI_INTL AP 1 51 90 75 70 149.5 58 Low FLOORS V# Floor Type R -Value Area Tile Wood Carpet 1 Raised Floor 342 ft2 0 0 0 1 ROOF Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or Shed Rat tile/slate 360 ft2 56 ft2 Medium 0.8 No 0 18.4 deg ATTIC ✓ # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 342 ft2 N N CEILING V# Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 19 342 ft2 0.1 Wood WALLS / Cavity Sheathing Framing Solar �/ # Omt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 255.75 ft2 0 0 0.75 2 E Exterior Concrete Block - Int Insul 4.1 116.5 ft2 0 0 0.75 3 W Exterior Concrete Block - Int Insul 4.1 119 ft2 0 0 0.75 6/23/2011 8:24 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 EnergyGauge® USA - FlaRes2006 Page 3 of 5 DOORS J# Omt Door Type Storms U -Value Area 1 N Wood None 0.39 20 ftz WINDOWS Orientation shown is the entered, asBuit orientation. J # Omt Frame Panes Overhang NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 E None Single (Tinted) No 0.5 0.64 N 46.66666 2 ft 0 in 2 ft 6 in HERS 2006 2 W None Single (Tinted) No 0.5 0.64 N 14.25 ft2 2 ft 0 in 2 ft 6 in HERS 2006 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 0.00050 449 9.37 24.6 46.3 0 cfm 0 cfm 0 0 COOLING SYSTEM J # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 16.5 56.5 kBtu/hr cfm 0.7 sys#1 HEATING SYSTEM J # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 34.1 kBtu/hr sys#0 HOT WATER SYSTEM J# System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 30 gal 120 deg None SOLAR HOT WATER SYSTEM 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 6 136 ft2 Interior 1 ft' Default Leakage Interior (Default) (Default) % EnergyGauge® USA - FlaRes2006 Page 3 of 5 6/23/2011 8:24 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 TEMPERATURES Programable Cooling Venting Thermostat: X Jan X Jan Y X Feb X Feb 'X Mar X� Mar Ceiling Fans: X Apr X' May X Apr X May X Jun X� Jun X Jul X Jul X Aug X Aug X Sep X Sep X Oct X Oct ct 'X Nov X� Nov X Dec X Dec De Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 4 5 6 Hours 7 8 9 10 11 12 Cooling (ND) AM PM Cooling (WEH) AM PM Heating (WD) AM PM Heating (WEH) AM PM 78 78 80 80 78 78 78 78 66 66 68 68 66 66 68 68 78 78 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 68 68 68 68 78 78 78 78 78 78 78 78 68 68 68 68 68 68 68 68 80 78 78 78 68 68 68 68 80 78 78 78 68 68 68 68 80 78 78 78 68 66 68 66 80 78 78 78 68 66 68 66 6/23/2011 8:24 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 1 FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 10601 NE 6 Avenue Miami Shores, FL, PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKUST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/sq.ft window area; .5 cfm/sq.ft door area. X 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 corners; 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. X 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. X' NI106.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. X 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. -.: N/A Multi-story Houses . N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. N/A Additional Infiltration refits N1106,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 NI112.AB.3 Comply with. efficiency requirements in Table NI112.ABC.3 Switch or dearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required: X Swimming Pools & Spas NI112.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. N/A Shower heads NI112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. N/A Air Distribution Systems NI110.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 mina insulation: )( HVAC Controls NI 107.AB.2 Separate readily accessible manual or automatic thermostat for each system. X 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. 6/23/2011 8:24 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 84 The lower the EnergyPerformance Index, the more efficient the home. 10601 NE 6 Avenue, Miami Shores, FL, 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single- family a. Concrete Block - Int Insul, Exterior R=4.1 491.25 ft2 b. WA R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 0 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 342 a. Under Attic (Vented) R =19.0 342.00 ft2 b. WA R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U- Factor. Sgl, default 60.92 ft2 SHGC: Tinted, default 11. Ducts - b. U- Factor. N/A ft2 a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 136 ft2 SHGC: 12. Cooling systems - c. U- Factor. N/A ft2 a. Central Unit Cap: 56.5 kBtu/hr SHGC: SEER: 16.5 d. U- Factor. N/A ft2 13. Heating systems - SHGC: a. Electric Strip Heat Cap: 34.1 kBtu/hr e. U- Factor. N/A ft2 COP: 1 SHGC: 14. Hot water systems - 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Raised Floor R =0.0 342.00 ft2 EF: 0.92 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits Pstat 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: Date: Address of New Home: City/FL Zip: *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 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 wrightso Project Summary Entire House Job: Date: 6122111 By: RCS Pro "ect Information For. Gervais Residence 10601 NE 6 Avenue, Miami Shores, FL Notes: New living area: 342 sq. ft. Existing living area: 1,634 sq. ft. Total living area: 1,976 sq. ft. Desi • n Information Weather. Miami Beach Co, FL, US Winter Design Conditions Outside db Inside db Design TD 48 °F 70 °F 22 . °F Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 89 °F 75 °F 14 °F L 50 % 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 38462 Btuh Structure 35667 Btuh Ducts 5389 Btuh Ducts 5482 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment Toad 43852 Btuh Use manufacturer's data n Rate/swing multiplier 0.94 Infiltration Equipment sensible load 38681 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 8476 Btuh Ducts 2020 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 1976 1976 Equipment latent load 10496 Btuh Volume 18336 18976 Air changes/hour 0.38 0.20 Equipment total Toad 49177 Btuh Equiv. AVF (cfm) 116 61 Req. total capacity at 0.70 SHR 4.6 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade Trane Trade XL151 Model 10 kW Cond 4TTX5061 E1 AHRI ref no. Coil 4TEE3C10A1 AHRI ref no. 3935430 100 AFUE Efficiency 12.5 EER, 16.5 SEER 34100 Btuh Sensible cooling 39550 Btuh 34100 Btuh Latent cooling 16950 Btuh 16 °F Total cooling 56500 Btuh 2000 cfm Actual air flow 2000 cfm 0.046 cfm/Btuh Air flow factor 0.049 cfm/Btuh 0.10 in H2O Static pressure 0.10 in H2O Load sensible heat ratio 0.90 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ^4i^ wsjh' tF Right- Suite®Universal8.0.11 RSU00484 2011 - Jun - 2309:04:29 ...ce 4- 15- 11\Revisions 8- 22- 111Gervais Residence Rev 8- 22- 11.rup Caic = MJ8 Front Dow faces: Page 1 wrightsoft Right -J® Worksheet Entire House Job: Date: 6122111 By: RCS .- wVI vnl Room name Exposed wall Ceiling height Room dimensions Room area Entire House 214.0 ft 9.3 8 1976.0 ft' Laundry 17.5 ft 7.0 8 heat/cool 1.0 x 67.3 ft 67.3 ft' Ty Construction Construction number U -value (Btuh/ft'- F) Or r HTM (Btuhlft') Area (ft') or perimeter (ft) Load (Btuh) Area (f t2) or perimeter (8) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool P .. 13AB -Oocs In1 � t .�.- it iF...pq 13A6-Oocs Impact Tint Impact Tint Impact Tint 11JM @_ei°i4 � 0.258 - 0.980 r $ 0.258 0.980 0.980 0.960 t ' xu _. °&�dbi" � 5.68 21 12 .� 5.68 21.12 21.12 21.12 8 8 47 -sotw� 5.52 ~ �• 5.52 2825 2825 2825 49 544 248 s `aa� -a.. h` 584 14 19 42 c �@ 286 f) 489 0 0 0 �e �3�a�.� �. 1681 5 *c 2776 304 399 877 172 3��ws.. as 1635 , 2700 378 496 1090 v:� 10851 :L.�atZ,aiL:'>�X.a�L.w'Z ^� @ 48 49 c : 0 0 0 0 0 0 0 0 67 67 n` �. ,air✓uf�Z 278 271 r 0 0 0 0 0 0 0 0 570 362 y:.. F 20P-Ow 0385 539 �l 1978 d°hr,,5; sr wY' a ", <`w) .. M ia'y a�:u- ...,....� J..v.ST'a' =:v a..'n.: >.�:.s� • `: '3`'•:xi. '`. i� Zw . :2 °ly�aw'.. ry. :, �'r. ?. - ty�A. '; v«r?dxY.. o.. ii�'6'• - xt-: �:. ':wrL :....y:vrEc.:. .. .0 � �e°D..�.1 -^ � £t , aNaJ . ., e£,:..E ''ISK$+ark � « � up �}': �`.s" ,�v =« ?. 3�- ,�:•nvA` -e' ..�L<F., � '��'a. ��°d=,* "Iw.��. Vii^ _`�a$�, � i{ �.�',.�`i� �Y ` �� ,,T ..� ,.�AE�W�+'�b+ 6 c) AED excursion 1511 -132 Envelopeloss/gain 35853 33066 1396 1147 12 a) Infiltration b) Room ventilation 2810 0 941 0 180 0 60 0 13 Internal gains: Occupants @ 230 Appliances/other 2 480 1200 0 0 0 Subtotal (lines 6 to 13) 38482 35867 1578 1208 14 15 Less external load Less transfer Redistribution Subtotal Duct toads 14% 15% 0 0 0 38482 5389 0 0 0 35887 5482 14% 15% 0 0 0 1578 221 0 0 0 1208 179 Total room load Mr required (dm) 43852 2000 41149 2000 1797 62 1387 67 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigoiftwoorte Right- Suite®Unlversal 8.0.11 RSU00484 roof IC A X54 .. ... 4Gervais Residence Rev 6.22- 11.rup Calc = MJ8 Front Door faces: 2011- Jun -23 09:04:29 Page 1 wrightsoft- Right-J® Worksheet Entire House Job: Date: 6122/11 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Pwdr 12.5 It 7.0 ft heat/cool 8.5 x 4.0 ft 34.0 ft= Kitchen 17.5 ft 9.0 ft heat/cool 1.0 x 221.5 if 221.5 ft' Ty Construction number U -value (Btuhlft? °F) r Or HTM (Btuh/ft') Area (ft') or perimeter (ft) Load (Btuh) Area (ft°) Load or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 1 & D 0 am ...,,e 8 0:� $^,.',i 118 659 0 304 0 0 0 0 t) 222 1878 0 641 378 0 0 R 1194 ^... 8 'IxllsS x..6 l$ 13AB-Oocs 0.258 z? tit �r t9Y� r�a w',' ..3,''. ... , $.., : 6 13AB -Oos 0.258 Impact Tint 0.960 Impact Tint 0.960 Impact Tint 0.960 1a R e isy: w w w w - 5.88 ^ &:' 5.88 21.12 21.12 21.12 8.47 5.52 �•m 5.52 2825 26.25 26.25 5.39 0 0 �t.. r-. A >n s 4a 60 60 0 0 0 0 0 0 34 34 0 L ,- n Fs 338 0 0 0 288 0 w 3 81dYd 329 0 0 0 4 183 0 131 14 0 0 F 20P-Ow 0.385 r- -- ? 222 �< e6;.3e- VaL ":��i+z�.. -:: S • ,. -w..., xe. • " °,::.: p.�Y' e' 3» , ' . Y '.- >: '.. 'r ,�.: .KKK '" sT..."p �Fl J' L �..,;� ,�.f:$ ;,.:: �.';:. -, -.. yC • „S ` .— t;� °2 �iYC A NW`�`a li� _ _ �£2m �L, ..��'€,�saEv.:..w.z e,-. J;r;:a r ..c..9.:,._ "wit” a.i T • •.`_ .`�' - :as•' +t' S; sf k'T...... Yy.,x B c) AED excursion -75 -134 Envelope toss/gain 821 648 3231 2597 12 a) Infiltration b) Ran ventilation 129 0 43 0 232 0 78 0 13 internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 1200 Subtotal (lines 6 to 13) 950 691 3463 3875 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 14% 15% 0 0 0 950 133 0 0 0 691 103 14% 15% 0 0 0 3463 485 0 0 0 3875 575 Total room load required () 1083 41 793 39 3948 184 4450 216 Calculations approved by ACCA to meet all reciuirements of Manual J 8th Ed. Atrak -414- worlisormsconr, Rig ht-Su Ite® Universal 8.0.11 RSU00484 \Gervais Residence Rev 8- 22- 11.rup Caic = MJ8 Front Door faces: 2011- Jun -23 0904:29 Page 2 wrightsoir Right-J® Worksheet Entire House Job: Date: 6/22111 By: RCS 1 3 4 5 Room name Ceiling eight Room dimensions Room area Living Room 21.5 ft 11.0 ft heat/cool . 1.0 x 377.3 ft 377.3 ft' Family Room 55.0 ft 9.0 ft heat/cool 1.0 x 565.5 ft 565.5 ft' Ty Construction number U -value (Btuh/ft? °F) • Or HTM Area (ft') (Btuh/ft') or perimeter (ft) Load (Btuh) Area (ft') Load or perimeter (it) (BIuh) Heat Cool Gross NIPIS Heat Cool Gross N/P/S Heat Cool 11 F 4 , e 993 0 0 877 172, 3195 FAL. 0 0 338 ro 986 0 0 0 0 0 1090 0 .- 2033 586 W 6 880 0 0 0 0 T•� 3048 13AB-Oocs r Ira a. «.: &. �, " 13A3-Oocs Impact Tint Impact Tint Impact Tint 11�' F 20P-Ow _ i " � 5.:�' ,�- s _" 0.258 e 0 ' ft - -Y, 0.258 w 0.980 w 0.980 w 0.980 w g 0 385 ...'.�:.. ""es 588 21 2 5.88 21.12 21.12 21.12 8. 8.47 •z.. ,::::',1t. Yf 1uC 5.52 25,2§,. 5.52 237 2825 0 2625 0 2825 42 1. 2 5.39 377 _ ti,'z."" `i''' 0 0 175 0 0 0 ' 377 s 123 0 0 0 0 566 ^'_'4s�'�..`>. 699 0 0 0 0 • 4790 -•'i:' :'_.v".:`�..aa.. 3£,- _^.z'. . ", Pr3..._.., &r ,�:.•' -,.:. ,',. E� '�,.':3.. ^� _ ^«n=` .''�`,.�_` ...:e - $� -.. 'yc�"3 .,s ire -`x`«.°'« a'kz- .�:�ur- uu_�i'"i''�'S`".f•AA:''�".''�� ...z"S. .- %m`Y .. s`"` „S _ i F; xfi.'u;: ..; ., ' ..., -', , ��' w .y 'w4 ,,., 'sm'^r ;v. ". .„`9.�_ ..w, za,cai'�..:.';._ .,.... ...t- r•+- 8% «- .....,S..s�:�.. `rN X3..:7_ � �3 � "� ,.1�i..�X, � q&: ..Y ., ., &,.,y �Fh � �?:' Ck .Gi3.✓..�w,.k.•-•' _''.... ��.:� Ff.. J c.3 a . 4£ .:,I —� �� i�''' 'tit x: w. m: i 'T �'v >�i'4 i` wk'k�• �iar� �_:�;.'. , x:. ,,.. ?u 'sf....� "'& � Si _ A:.'�, Z. _..:"••V [ e- ^� - Y:.'"'g ytw� T'$�3 3� $ ?vim »"•"3. l.' �»w', k.. $: 6 c) AED excursion 251 2017 Envelope loss/gain 5644 5208 11520 13183 12 a) Infiltration b) Room ventilation 348 0 117 0 729 0 244 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 8 to 13) 5992 5324 12249 13427 14 15 Less external load Lea transfer Redistribution Subtotal Duct loads 14% 15% 0 0 0 5992 840 0 0 0 5324 790 14% 18% 0 0 0 12249 1716 0 0 0 13427 2181 Total room load Air required (cfm) 8832 322 8115 297 13985 783 15808 789 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. iii Right- Suite® Untversal8.0.11 RSU00484 \G•rvais Residence Rev 8- 22- 11.rup Cale = MJ8 Front Door faces: •2011- Jw.-23 09:04:29 Page 3 Right -J® Worksheet Entire House Job: Date: 6122111 By: RCS 1 2 3 4 5 Room name Exposed wail Ceiling height Room dimensions Room area Bedroom 3 40.5 It 9.0 ft heaticool 1.0 x 255.5 ft 255.5 ft' Bath 2 5.5 ft 9.0 ft heat/cool 1.0 x 98.8 ft 96.8 ft2 Ty Construction number U -value (Btuhlft -2F) Or HTM (Btuh/ft2) Area (ft2) or perimeter (ft) Load (Btuh) 1 Area (ft2) Load or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 11 is r a a F • a�'. 13AB lm � 13AB Impact Impact Impact 20P-Ow -Oocs � -Oocs � �� Tint Tint Tint � n..uai�.... M Q0.2258 �� - '` e 0.258 0.960 0.980 0.980 0.385 . �.. a £ � w w w w - 5.68 4 1q 5.68 21.12 21.12 21.12 8.47 5.52 158 mm' €&, 5.52 0 2625 0 28.25 0 26.25 0 5.39 256 . o 124 k 1,. 0 0 0 0 256 %704 685 Z 0 0 0 0 0 0 0 0 2164 1377 . 0 0 0 0 0 97 0 0 0 0 0 97 0 0 0 0 0 819 0 0 0 0 0 521 1 1 t. � y+ .. wx..'. .Y+ x.✓S PS �. H L? 3 i� '1•i . ... .s..e`�i' (.....'a,,-��<. ec °.vv3.�" TT ii ¢y 4 •'� :K.. -Sr. '.�a. A:..Sxu1�-� �ea�<I��?�n� �.<..!._- ::iLS..:z..a.i•<*Xv&' .g .. < a :•: :, ">' 'mss Tlili <� a:i�,ra,* ls:.u:.- 5 P5 . ,,, .. .� _ fe'Ea•' ....•g, $ ' -�:, . e; vim' d '-� �, , +..'sue, a 'i3 B y°- 'H5'<S ;ts��- ..wk1€z:?Y �' n .._ &, s <'cFiy £,z,�,y_ cam- �rx,.., _ t.x3,ae�...aa. .� ... `.$ ems x- dam€; -i .�`4.i 6 c) AED excursion -87 -100 Envelope loss /gain 5237 4454 1416 888 12 a) Infiltration b) Room ventilation 536 0 180 0 73 0 24 0 13 internal gains: Occupants @ 230 Appliances/other 1 230 0 0 0 0 Subtotal (lines 6 to 13) 5773 4884 1489 913 14 15 Less external bad Less transfer Redistribution Subtotal Duct loads 14% 15% 0 0 0 5773 809 0 0 0 4884 722 14% 15% 0 0 0 1489 209 0 0 0 913 135 Total room Toad Air required (dm) 6582 257 5586 282 1697 49 1048 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fit ■ Rig ht-Su ite® Universal 8.0.11 RSU00484 11Getvais Residence Rev 8- 22- 11.rup Calc = MJ8 Front Door faces: 2011- Jun -23 09:04:29 Page 4 might:salt Right -J® Worksheet Entire House Job: Date: 6/22/11 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area WIC 2 0 ft 9.0 ft heat(cool 7.0 x 8.0 6 56.0 ft' WC 8.0 ft 9.0 6 heat/cool 4.0 x 8.0 ft 24.0 ft' Ty Construction number U -value (Btuh/ft' - - °F) Or € HTM (Btuh/ft2) Area or perimeter (ft) (Btuh) or perimeter (ft) (Stub) Heat Cool Gross N/P/S Meat Cool Gross - N/P/S Heat Cool 11 .( ,„..,m�„.; b° F 1343 -Oocs Tint „.. °_ eo�x, e:;�ee "$ 13AB -flocs Impact Tint Impact Tint Impact Tint 20P-Ow 0 �2 '° Y 0 0 0 0 0 � 0 0 0 0 24 0 ff� 0 0 0 0 24 0.258 e 0' a �� <..W $ .DES -€3� pt. 0258 w 0.960 w 0.960 w 0.980 w 5.68 21.12 �c 8 5.88 21.12 21.12 21.12 5.52 26 5 l� 5.52 26.25 28.25 2825 W 5.39 sl,�,. a"`'e. 0 0 0 0 r 0 3�� "a�x3 " \3�� 0 0 0 0 0 0 0 0 0 0 0 0 0 ,� •�,� 0 0 0 0 0 I 0 0 0 0 129 0.385 8.47 56 56 ya4�74 302 103 & i " $9 E- t -. o ..s, a , m' ;x. d?'_ •, ' i'sa'� =mom•, xU e-a� $ >,_•. :.._ -a?Y :'�"5,,.�. :'t`'r �, �. :`'d. �- -•'°' ,.., svy' €mow ': -:•s` B �.m -'' `as'i %'�. *� sp„2 vfY�� .:'i -.R `. ".._ , ,:..g '. tom', §."„ -K."- 9��Nt � ,r,__„,3." ':.. 'Y °iS. ,:h•„�. - `�+ex. •-„mss,. ,. ? ;f • > .. 6 c) AED excursion -3g -52 Envelope loss/gain 535 356 463 448 12 a) Infiltration b) Room ventiatlon 0 0 0 0 79 0 27 0 13 internal gains: Occupants llg 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 535 358 542 474 14 15 Less external bad Lear Redistribution Subtotal Duct loads 14% 15% 0 0 0 535 75 0 0 0 356 53 14% 15% 0 0 0 542 78 0 0 0 474 70 Total mom load Air required (dm) 610 22 408 20 618 23 545 26 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ws Right- Suite® Unlversal8.0.11 RS000484 roA is %Dm Gervais Residence Rev 6- 22- 11.rup Calc = MJ8 Front Door faces: 2011 - Jun -23 09:04 :29 Page 5 t° Right -J® Worksheet Entire House Job: Date: 6122111 By: RCS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Bedroom 2 38.05 9.0 5 heat/cool 1.0 x 278.3 ft 278.3 ft' Ty Construction number U -value (Btuh/ft- °F) Or HTM Area (f P) Load (Btuhfft') or perimeter (ft) (Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 11 't 13AB I r>act , 13A8-0ocs Impact Impact Impact � Pr �w. �g n�e�. a -OoCs 0.258 O s � �s� 0.258 Tint 0.980 Tint 0.960 Tint 0.960 O t -.; e e "$ %: 55 5.68 142 5.88 21.12 21.12 21.12 8.47 (( i .x4sas' -;�i �^2 `'��.Ba€ 5.52 0 + � ; 5.52 158 26.25 0 26.25 19 2825 0 5.39 278 n .'3 - _1> �'�. ``La ;. ' `i; a =; afa �>.E,... �ce.'.;w ' _.:., aw'c� '�'... 0 0 0 17� 139 787 765 0 0 0 0 581 496 0 0 0 ._�. ,;w'_>F• =. aa: `� .. r rG if �r a ? -9`'. F 20P-Ow 0.385 ..saz-"F..,xs'^.,s.�i �' 278 2357 1500 ,y" "; £^ z � .des S'....�c: > �.a.a:D. 'zil ..g aace '", < " �k la x h[' e J " +- ■ y'L�'. =.. -•�. .a.'x:.' _� a- �i- h�a:? >_*:'' _ ;fir. F. .-.. y _ 3a 1i t° wi-,' 4 f .xvarv`: �.x _- ...a °• .,, b .f" ' ';Y, ::' 'A°`:}ia.*i' tb% .�. ;,c y- i.'... b >>.. -.4• e ...-- i»...�.`"� .. �. >._..> ,. ,`� .. k w. •. : }: _ s"yz ..n .. r�, ^m a . >., 3�'^�ui� <. �ea.Y-��x v� ;'� '�' 'rte m "° �` i_ .iix's> :��.aL'��.v >� 9�'FE>�?�� °- 3Fy„.......•A �Cr�;.'" ....E ntF..:..L ".'<xw. -�:. P3>.,n><fa,'., k�,_ i.J > ..�'.r iY'?S£� 'f , T'' %.�„' £j; ..� ^v.Fa � °' 3 °. �:'�... 3v..,. st �„>�`.`..i.4�ivis.?".µw.a zlzz .,:a A.': � Sz-.> - rzxC'�a•> 6 za'�.1rsi:�aiv_,x'_�> 6 c) AED excursion -139 Envelope loss/gain 5289 4138 12 a) Infiltration b) Room ventilation 503 0 189 0 13 Internal gains: Occupants c 230 1 Appliances/other 230 0 Subtotal (lines 8 to 13) 5772 4535 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 14% 15% 0 0 0 5772 809 0 0 0 4535 673 Total room load Alt required (cfm) 6581 257 5208 253 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. BeoI1 Right -Suite® U niversal 8.0.11 RSU00484 Gervais Residence Rev 6.22- 11.rup Gals = MJ8 Front Door farms: 2011- Jun -23 09:04:29 Page 6 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 Q Permit No. WS (t I 341 Master Permit No. \ Permit Type: BUILDING ,� 11j ROOFING / OWNER: Name (Fee Simple Titleholder): ,1 -xi 77E- 604 iii Ai 6U6VI .A, Phone #: 3? i 2-1-■ q"lit Address: -406.1A o' .. 61 U� City: t MAC c 00194 State: '.fiLcR -.N4A- Zip: S %1 X1 Tenant/Lessee Name: Phone#: Email: k kv A-1 ` �+` 9 O JQ.. . Cs ,—t, JOB ADDRESS: a D6 p 4 6 City: Miami Shores County: Miami Dade Zip: F2,,S ) Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: k'9--\ CONTRACTOR: Company Name: ` , ..1 i_VCIA Cet A.Ar°rg o 1'NG Phone #: 0021 1,mg0©2Z Address: 48 Z 6 ).91N .5"I 124) r i (a,c- c lz City: C_ Orin p a , f C A . E. !( State: 1 L Zip: 3301 Qualifier Name:, f�r,4,g� QI� / E t A A i, f' � , f Phone #: ci SW 5-4C �$D,�' /i clt 41 ltqz State Certification or Registration #: C [ , C 15-6 g 4 Ll' Certificate of Competency #: Contact Phone #: tt cit 40 ®o Z L Email Address: Phone#: j 745~ r2Z� DESIGNER: Architect/Engineer: AQLU `�i,.� &tt..9 -TA-‘91542.64-1 F7si C 4 D4ec.-g i N., C� f 6 01 Value of Work for this. Permit:. $ Square/Linear Footage of Work: Type of Work: OAddition OAlteration ONew ORepair/Repla e ODemolition Description of Work: **** ********** *********************** **x ees* *u:******** ****** ****** *+x*******x:********* ** Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Submittal Fee $ Scanning Fee $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee • $ TOTAL FEE NOW DUE ! I e,�� 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 :MS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t ' ;absence of su, h osted notice, the inspection will not be approved and a reinspection fee will be charged. Signature i �° �' Signature Owner or Agent The foregoing instrument was acknowledged before me this 1 day of No.) , 20 1 ., by fl' 4 -trng- G (z.(�l A 1 who is personally known to me or who has produced 11) As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 0011111 111 1i. : o'. a : ` G> -. da +h+kak***:k**** k*****Ha*= k*ak*K +******* sk**** ifI,:111111� APPROVED BY Contractor The foregoing instru r ent was acknowledged before me this a day of • all t ek. 20 ! I , by i'YIayab who is personally known to me or who has produced /.DL who did take an oath. ta/1 ►1'" Sign: Print: Des--/-,,1 My Commission Expires: ( 2A4 agak$ s$ e$ a$ e$ tgaskikak *iksk*$as$zka$$aa$a$* age$si ks$= k$ e*i knk **************** ************** Plans Examiner 1111311 ! Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk ACORD CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 08/30/2011 PRODUCER Phone: (954)946-0622 Fax: (954) 946 -0623 ATLANTIC INSURANCE CENTER POST OFFICE BOX 2063 POMPANO BEACH FL 33061 -2063 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 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED BELA VISTA CONTRACTORS, INC. 4826 NW 53 CIRCLE COCONUT CREEK FL 33073 INSURER A: Mid - Contlnent Casualty Co. INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES 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 AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. INSR LTR ADD. INSR[ TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM!DDIYYI POUCY EXPIRATION DATE MM/DDml LIMITS A NO GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY 04GL000826265 07/19/11 07/19/12 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED PREMISES (Ea occurence) $ 100,000 1 CLAIMS MADE X OCCUR MED. EXP (Any one person) $ excluded _ PERSONAL &ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG. $ 2,000,000 POLICY I I PFra E1 LOC $ AUTOMOBILE UABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ — _ BODILY INJURY (Per person) $ — _ BODILY INJURY (Per accident) $ — PROPERTY DAMAGE (Per accident) $ GARAGE LIABILnY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA AC $ AUTO ONLY: AGG $ EXCESS/ UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR ■ CLAIMS MADE AGGREGATE $ RETENTION $ $ RDEDUCTIBLE $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABIUTY ANY PROPRIETORIPARTNERJElEctmVE oFFlCERIMEMSER EXCLUDED? It yes, describe under SPECIAL PROVISIONS below I TORY L MITS I 1 OTrlER E.L. EACH ACCIDENT $ E.L. DISEASE -EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ OTHER: DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS CERTIFICATE HOLDER Palm Springs III Condominium Association, 1 nc. 7390 NW 18 St Margate, FL 33063 Attention: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE --17.1-0 s� V� — Tad Webster ACORD 25 (2001/08) Certificate # 17058 O ACORD CORPORATION 1988 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 10601 NE 6 Avenue Miami Shores, FL 33138- 1122310120020 Block: Lot: PETER CARUSO Owner Information Address Phone Cell PETER CARUSO 10601 NE 6 Avenue MIAMI SHORES FL 33138 -2051 i Contractor(s) Phone CeII Phone BELA VISTA CONTRACTORS, INC. 954/448 -0022 Valuation: Total Sq Feet: $ 8,000.00 0 1 Type of Work: WINDOWS & DOORS No of Openings: 17 Additional Info: IMPACT Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.80 $4.05 $4.05 $1.60 $270.00 $9.00 $6.40 $299.90 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -7 -11 -41556 09/02/2011 Check #: 230 $ 299.90 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. September 02, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date September 02, 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 Type: BUILDING OWNER: Name (Fee Simple Titleholder): / Address: d 0 6o t N 4LJ City: N4t4 &(L hOatotS Permit No. 4 [11)54-10 Master Permit No. 1,411 WI" 6 Acrd dDoP?s Phone #: State: �fw w 3,3 1.3i Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 1,O 1 N E 6 /tile. City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 801 4 01.5 \4.. CP)AD /RAC(,O k3 Phone #: Address: Lie .r Now a-x G ! RC L e City: GO CO MO p CReeCk State: Qualifier Name: $4 RC ( (511- -d4 State Certification o Registration #: C .0 15© t{ I( Ce ficate Contact Phone #: Email Address: j sq. .5 DESIGNER: Architect/Engineer: el JHC CCP121:2 9Stl C0€2 Zip:: �3�3(') ? 'mono*: ' "(U ik k -f" p 5`-t 0;2 pe n//��JJyy' #• U�r� Phone#: ,�'(n P r cV3 ^ (36,Y Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition OAlteration Description of Work: f..\ 9 •LR9 @Nin6 �5 i„r New DRepair/Reglace PS ODemolition ******** ******************* ** *+x ******* *Feestv* *** **** x* ***+ x********x : ****x:******x:*** *** Permit Fee $ g 70 6" CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Structural Review $ Submittal Fee $ Scanning Fee $ Notary $ Double 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 pefformed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIRCONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in 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 .. ence of such post d ice, the inspection wil, of be approved and a reinspection fee will be charged. Signature Signature Owner or Agen The foregoing instrument was acknlpwledged before me this day ofSA 410 , 20 \\ , by 1 who is personally known to me or who has produced As identification arid 1� oatb NOTARY P ; B I Sign: Print: „al My Commission Expires: . The day o who is Contractor o b ledged before ; e thisoG� going instrume • b''- J N, ER C A ? *; :`:, °c MY COMMISSION # DD805833 EXPIRES July 29, 2012 (407) 39a -0153 FloridallotarySeMce.com wn to me or who has produced as identification and who did take an oath NO R PUBLIC: SHARON A KARCH Notary Public, State of Florida m�,:•.l0' DD756666 co . , plies Feb. 27, 2012 S Print: My Commission Expires: ***+ x***** ***: ***m+ x****x: ****** *x: **** ********* ************* **** *a: **** ***** **x :********* ****** **** ** :*•x********* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 166910 Permit Number: PL -11 -11 -2158 Scheduled Inspection Date: June 22, 2012 Inspector: Hernandez, Rafael Owner: GUGUEN, ALICE Job Address: 10601 NE 6 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: EPJ GAS SERVICE CORP Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number (786)271 -5714 Parcel Number 1122310120020 Phone: (786)299 -6311 Building Department Comments RUN GAS LINE TO COOK TO, DRYER AND TANKLESS WATER HEATER Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 21, 2012 For Inspections please call: (305)762 -4949 Page 1 of 7 UI DING 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 No9\ PERMIT APPLICATION FBC 20Q1, Permit Type: PLUMBING ;� OWNER: Name (Fee Simple Titleholder): c t& V/i-i,� `IA A-ar1Q-12 Phone#: TECTEV NOV212li By: ........ Master Permit No. Address: __iv 60 t U■"0 (7 Atttg,- City: 711 G} b-t Tenant/Lessee Name: ®- 66 7'i- +let State: Phone #: Zip: Email: JOB ADDRESS: O 6 O 1 6 4-.If3 City: Miami Shores County: Miami Dade Zip: 331'13 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: o CONTRACTOR: Company Name: e j %AS S'€ �vj C ; CA (:PP. Phone #: 78'6 - Z2-7 ° e3 It Address: 8 36 1 ka v,.) �� 1 1 c- -I- City: Pe .,.n bel-o € T) r. 4 -E..1 State: re_ Zip: 35 0 z Qualifier Name: A.A e.ha 1 ..c.ii"e--fr Phone #: 7 ZZ " 63_1 i State Certification or Registration #: t & d 219 019 Certificate of Competency #: Contact Phone #: 7 , - Z V 6,3 1 t Email Address: G A- v C Gd �A ti b C-6 >"l DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 43 cS. Square/Linear Footage of Work Type of Work: DAddress DAlteration ( ew ORepair/Replace UDemolition Description of Work: RA/ -a G As f / /V E to Co .o k ' '0 f 12,L ,y K- A k„ t4 7A u k/E'S S W A�� IL. h €Q1 **** ********* ** *** *** *** *****:u** ******* Fees****+ x**** *******+x********** ** x***+x********** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ t n l4 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 co encement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent �\ '1 Contractor �' / The foregoing instrument was acknowledged before a this "' I'�b The foregoing instrument was acknowledged before me this ��C�JV day of I D , 20 by a X t' t'L b e(�t (;� day of ,, , 20 [ , by ��(IG,{� P� PIA C*AS '• who is personally As identification, d who did take an oath. identification and 119 did take an th. �J lk.YPV"% Nery Rosa .0: .16s,...: [very rtosa NOTARY PUBLIC: = CAMMISSION 1EE039231 NOTARY PUBLIC: 1 ? %; =- COM MISSION •EE039231 _; �- EXPIRES: NOY. 02 2014 - �'- Qz EXPIRES: NOV. 02, 2014 '�`o �`' , °' v WWW.AARONNOTARY.com ' WINW.R ARDNNOTARY.Ixim Signature Sign: Q-064'4- Print: Q-C�i i4'S My Commission Expires: N b v . 01, • Z o J y Sign: Print: `e rLi My Commission Expires: N JOV. oz. Z O I t-f ** *,** *** ***** ******* ******x* *** * *************, x, x****** ********* ***a::, x, x, x, x*** ************+u**** * * * ******x *** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Zoning 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: PLUMBING Permit No. Master Permit No. OWNER: Name (Fee Simple Titleholder): Phone #: Address: City: State: Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Phone #: 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: $ Type of Work: ❑Address DAlteration Description of Work: ear Footage of Work: epair/Replace ❑Demolition * x:: x**** **+ x+ x********+ x*. x*+x ****** ** *******Feesx:** **m *mix * *** : ***** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ * ******* ******m*** 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, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is su.j:'ct to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio' which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be i p hoved and a reinspection fee will be charged. Signature The for day of o' �1 s !p Signature Owner or Agent Contractor ment was a owledged 20 , by • .4, • o - me thi i t #, The foregoing instrument was acknowledged before me this ,20_,by la/L • is personally known to me or who has produced p rsonally * own me or who has produced i NOTA �entification and who did take an oath. PUBLIC: as identification and who did take an oath. NOTARY PUBLIC: Sign: 0'1 LL4 L Print: My Commission Expires: Sign: Print: My Commission Expires: ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Longest Run 40 rev). Outlet(S) 3 Type Gas: N A+ I IZA L Materials: sctiedv ie �bfm .i it. fA(.b FUEL GAS (2006) FPA 5q, St Total load Mg/ 4700 Mutt • Connection 3 itSla yo rre+ 1'' 3 z o,bao itu 20F1kt ` /2. t 'moo 6i) ZuF�t`lzttg, EPJ GAS SERVICE CORP 8301NW 11ST Pembroke pines fl 33024 Te1:786 229 6311 Job: /o(O 1 NC elp Ave 'Inn m f(. 3313$ Print name avxtat, ptvicAti Signs a of qualifier X .% ifier LPG 26019 Appliances connection Range )C dryer bbq Fire place water heater �t Tank less water heater Gas laid. oven )(cook top .o'"Y p'a,, Nary Rosa WoN#EE°3g23' PRES: NOV02, 2014 yVww.AARONNOTAR%cwa PERMIT #: _ Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT -Zfr /I SUBJECT i0 CCMPI JANC I! WI rH ALL FEC'ERAL S'T,^Tr_ ^NH) 1150 E. ATLANTIC BLVD. POMPANO BEACH FLORIDA 33080 MANHOLE 4 ?;• • . 13.24' ..z j•., :a �T FOUND_ iff MEM I� (NO ID) ANCHOR WALL ACCURATE LAND SURVEYORS, INC. L 8. #3835 ' SHEET 2 OF 2 N.E 6th AVENUE: P.i >. �• ,' t pAWI&EN'r 1.5' PALM 2' EUREKA PALM CLUSTER re '' SRO (NO 23) TEL. (954) 782 -1441 FAX (954) 782 -1442 5' C.L.F. 7.9 N. 2.05 2. 220.15' 0.80 PALM 28' OAK 10.72' 4 xMA et OW ROYAL PALM I 04 WALL. 0.1� MANGO 0.25'N.,e 040' TREE FOUNDRge fl MON (NO O) e a1 a . RCM SEPTIC UD EXPOSED 3' MANGO 4e/ 2' wino 10 94.00' PLAT t8IIT8 GOLF COURSE ,ry% / EKN01f S ELEVATIONS BASED ON N.aY.D. ldl 0 to L. unless otherwise noted field measurements we In agreement with record measurement. 2. Bearings shaven hereon are based on an assumed bearing of nia 3. The lands sham hereon were not abstracted for ownership, rights of way, easements, or other matters of records by Accurate Land Inc. This survey f fences and wad If�aate LLandtSuur mss. Inc., and 5. Thin s is the tY shall not be used or reproduced in vends or in part without written S. This survey le made for the exclusive use of the certified hereon, to be valid one year from the dote oof text surveyr shown o 7. This survey consists of is not valid without the 8. by Under nderground amop 5E. A`� NOT MUM DIE SIGNATURE ground iocatiohe should be verfHad before design or build ' W. FOUND 5%8 IN CONC. 0.44' N. 065'E. 0 8907 4 4 CER1�1fICATION: This Is to certify that I have recently surveyed the property described In the fooregoang title caption and have set or found monuments as indicated a► this sketch and that said above ground survey and sketch are accurate and correct to the best of my knowledge and belief. 1 further certify that this survey meets Minimum Technical Standards under Surveyors. Oct October lst,y2009.. Board of Land location �sclai(sts ME SEAL OF A FLORIDA MOMS DATE sY ��.��rn RC RT 1.. m SON STA1E OF FLT p ,TAI. AI's MAPPER Iro. BY MEMO �' �T Ina9 X11 -tit I SCALE 1 °a 3O'' S'41 -11 -0991 DATE OF *MIME I MAUI 04 -13-11 SP Florida Department of Agriculture and Consumer Services Bureau of Liquefied Petroleum Gas Inspection P.O. Box 6720 Tallahassee, Florida 32399-6720 License Number. 26019 Business Mailing Address EPJ GAS SERVICE CORP. 8301 NW 11TH ST PEMBROKE PINES, FL 33024-4978 Licensed Location Address EPJ GAS SERVICE CORP. 8301 NW 11Th ST PEMBROKE PINES, FL 33024-4978 The liquefied petroleum gas license at the bottom of this form is valid ONLY for the company located at the address. ordhalicense—Each_bi minesslocationsta company. mustbeJicensecl—AILLP Gas licenses-mustbe_ renewed annually. Any license allowed to expire shall become inoperative because of faure to renew. The fee for restoration of a license is equal to the original license fee and must be paid before the licensee may resume operations. IN THE EVENT OF AN OWNERSHIP CHANGE AT THIS BUSINESS LOCATION: This license may be transferred to any person, firm or corporatkm for the remainder of the current license year upon written request to the department by the original license holder. Ucense transfers must be approved by the department. Ail licensing requirements must be met by the transferee and a transfer fee of $50 will apply. To apply for a transfer, contact the Bureau of LP Gas inspections at (850) 921-1600. Pursuant to Chapter 527, Florida Statutes, LP Gas licensees must present proof of licensure to any consumer, owner, or end user upon request when engaged in the business of servicing, testing, repairing, maintaining or Installing LP Gas systems andlor equipment For future correspondence, please make any needed corrections or changes to your business mailing address ancifor your licensed location address and return the UPPER PORTION with corrections to: Florida Department of Agriculture and Consumer Services Bureau of Liquefied Petroleum Gas Inspection P.O. Box 6720 Tallahassee, Florida 32399-6720 POST LICENSE CONSPICUOUSLY Cut Here State of Florida Department-of AgriculturearidCorstirnerServices Division of Standards Bureau of Liquefied Petroleum Gas Inspection (850) 921-1600 Tallahassee, Florida License Number: 28019. Expiration Date: August 31, 2012 Date of Issue: September 1, 2011 License Fee: $200.00. • Type and Class: 0803 Liquefied Petroleum Gas License LP GAS INSTALLER GOOD FOR ONE LOCATION ONLY • • •• ANY CHANGE OF OWNERSHIP OR SALE OF THIS BUSINESS -RENDERS T.HIS• LICENSE INVALID This license is Issued under authority of Section 527.02, Florida Statutes, to: • EPJ GAS SERVICE CORP. 8301 NW 11TH ST PEMBROKE PINES, FL 33024-4978 ADAM H. PUTNAM COMMISSIONER OF AGRICULTURE a"�°!� °e CERTIFICATE OF LIABILITY INSURANCE 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 MOLDER 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 holier in Iteu of such endorsement(s). OP ID: MR DATE (MMIDMMY) 11/18/11 PRODUCER McCartney Insurance Agency,htc 5739 Btrd Road D p• I� L331553705 305-666 -4444 INSURED EPJ Gas Service Corp 8301NW11ST Pembroke Pines, FL 33024 CONTACT NAME: PHONE (ARC, No. Ent ADDRESS: FAX No): PRMICER C ID EPJGA 1 INSURERS) AFFORDING COVERAGE INSURER A:Scottsdale Insurance Company INSURER B : NAIL INSURER C INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: THIS 1S 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, PAID EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDED O cV Y BY L REVISION NUMBER: MISR LIR A TYPE OF INSURANCE ADD_ MISR SUBR WV° POLICY NUMBER GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE I X I occuR GEN L AGGREGATE UMW APPUES PER POLICY P & P LOC AUTOMOBILELIAINLITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CPS1266065 10109111 10109112 LIMITS EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) MED EXP (My one person) $ 100,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE PRODUCTS - COMP/OP AGG UMLA LAB EXCESS LAB OCCUR CLAIMS -MADE DEDUCflRI RETENTION $ WORKERS COMPENSATION AND EMPLOYERS* LABILITY Y / N ANY PROPRIETORIPARTN T �'�j OFFICER/ME MBER EXCLUDED? I I (Mary In NH) ff yy��die under DESCRIPTION OF OPERATIONS below NIA DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, AddEtona1 Remarks Schedule, I more space M requtrmq CERTIFICATE HOLDER Village of Miami Shores 10050 NE 2nd. Avenue Miami Shore, FL 33138 MIASHOR ACORD 25 (2009109) CANCELLATION COMBINED SINGLE UNIT (Ea accident) 2,000,000 $ 1,000,000 $ BODILY INJURY (Per ) BODILY INJURY (Per acddent) PROPERTY DAMAGE (Per aadde9d) EACH OCCURRENCE AGGREGATE !TOORRYSTUMA 1V. $ $ $ $ $ $ $ $ EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ EL DISEASE - POUCILIMIT $ sHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE VOL BE DELIVERED IN AtCOIDANCEW1ITH THE POLICY PROVISIONS. AUTHORIZED IREPRESENTARVE Don McCartney ®1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CITY OF PEMBROKE PINES 10100 PINES BOULEVARD, PEMBROKE PINES, FL 33026 LOCAL BUSINESS RECEIPT -YEAR: OCTOBER 1 i 2011 thru SEPTEMBER 10, 2012 (m ACCOUNT-NO: 20080693/01 1 !��Lu.I�Ijj'�lliliu!l11 iW11111 RECEIPT -ISO: 112298 NOTICE In the event th @� �f118i�e�B to which this EPJ GAS SERVICE CORP receipt was issued b CineSes hands, the receipt sus-NAMI� application BUS-ADM PEMBROKE O 11 STREET FL 33024 will becbaae null and vapid. An app PEMBROKE PINES for a new receipt must be made. RECEIPT-TYPE: RESTRICTED LICENSE BUS-p8$CR INSTALLATION/GAS SERVICE asRr�z�.�OR COMMENTS R� -TYPE INV /UNITS EFFECTIVE P . -TYPE CIIN,INE$S+ CONTRACTOR 0 10 01 2011 CII3 CpNTR�1CTOR - INSTALLATION 09 -21 -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 taw, EFFECTIVE DATE PERSON: FEIN: 09/21/2011 EXPIRATION DATE 09/20/2013 PENICHET EDUARDO 262850037 BUSINESS NAME AND ADDRESS: EPJ GAS SERVICE CORP 8301 NW 11 STREET HOLLYWOOD FL 33024 SCOPES OF BUSINESS OR TRADE: 1- GAS MAIN / METER INSTALLATION 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 440.05412). 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 it 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. MC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT THE CARD BELOW QUESTIONS? (850) 413 -1609 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 09/21/2011 EXPIRATION DATE: 09 /20/2013 PERSON EDUARDO PENICHET FEIN 262850037 BUSINESS NAME AND ADDRESS: EPJ GAS SERVICE CORP 8301 NW 11 Suttee, HOLLYWOOD, FL 33024 SCOPE OF BUSINESS OR TRADE 1- GAS MAIN / METER INSTALLATION IMPORTANT F Pursuant to Chapter 44(L05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election 1- 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 H exempt_ apply only within the scope of the business or trade listed on E the notice of election to be exempt E 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 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 • ' ' ! II • 1 • 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 DBA: Business Name: EPJ GAS SERVICE CORP Owner Name: EPJ GAS SERVICE CORP Business Location: 8301 NW 11 ST PEMBROKE PINES Business Phone: Rooms Tax Amount Number of Machines: Transfer Fee 75.00 0.00' Receipt #:262-241041 Business Type' INSTALLATION LP GASS APP Business Opened:05/06/2011 StatelCounty /Cert/Reg:2 6 019 Exemption Code:N$xElvIPT Professionals For vending Bushass Only Vending Type: isNSF Fee 'enaliy , Prior Years 0 00 o; oa` Collection Cost 0.00 Total Paid 75.00 THIS RECEIPT MUST BE THIS BECOMES A TAX RECEIPT WHEN VAUDATED Mailing Address: EPJ GAS SERVICE CORP 8301 NW 11 ST PEMBROKE PINES, FL POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS This tax is levied for the privilege of doing business within Broward County and is .non - regulatory in nature. You must meet all County andtor Munidpality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. 33024 2011 — 2012 Receipt •04A -10- 00011367 Paid 08/15/2011 75.00 ()UP Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 _ , _ k ®® Inspection Number: INSP- 167054 Permit Number: EL -11 -11 -2191 Scheduled Inspection Date: December 06, 2012 Inspector: Devaney, Michael Owner: GUGUEN, ALICE Job Address: 10601 NE 6 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: ALLSITE ELECTRIC LLC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (786)271 -5714 Parcel Number 1122310120020 Phone: (954)632 -6146 Building Department Comments LOW VOLTAGE PERMIT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 05, 2012 For Inspections please call: (305)762 -4949 Page 5 of 31 Miami Shores Village NOV 2 711 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. Master Permit No. Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): k-11 A-T o M E Gf Rv Mg Phone #: 166 2;) '1.1 Address: Jo C,., _? g . City: '41 (4. ail State: Lr Tenant/Lessee Name: / Phone #: Email: Zip: 133 JOB ADDRESS: . 6v 1 'iJ�tZ 6 /4-04C- City: Miami Shores County: Miami Dade Zip: 3-.2, )0,8 Folio/Parcel #: Is the Building Historically Designated: Yes Flood Zone: CONTRACTOR: Company Name: ALL `�� 1 �� t �� C? Phone #: Address: .,/0 ` -cl- City: L4,6 °J State: FL Qualifier Name: ?/, '4 if< Phone#: State Certification or Registration #: ��✓✓f 3®0T. 0 3 . Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone#: Zip: Value of Work for this Permit: $ ip�are/Li i r' DAddressOAlteration eif )eseriiptioanof Wor. ******** ** ** **+ x*****+x************+x* Fees**** ******* ****** ********** **x:**m*********** Submittal Fee $ Permit Fee $ /a ' e t9 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Fee $ Structural Review $ TOTAL FEE NOW DUE $ 110' 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 CONDMONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ,/ / U -� Signa 1/ Owner or Agent The foregoing instrument was cknti ledged b ore - this The foreg • • trument was ackn day of 'Z 0 j , 20 , by ` 9' 9 day of , 20 (1) , by who is pe onally known'' to me or who has produced o is pers nally o . to e ,. who has produc ''t • ' ffication and who did take NOTA PUBLIC: • v �� .0 NO I ARY PUBLIC: C� �ONe 0 •Vase,ts, 0 Sign: �i��I�a ✓s. .,2se Sign: Print: ;• r G` 'h�'"° ' Print: �fc My Commission Expires: My Commission Exp• Contractor k on and who did tak APPROVED BY e **x: *e *+ x******m ****** ******** ***** * *e**+x *********** m+ x+ n+ x *x:**e*********ee*e kW' (( Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 sc- 11— 1oO Inspection Number: INSP - 178645 Permit Number: EL -6 -11 -1009 Scheduled Inspection Date: December 06, 2012 Inspector: Devaney, Michael Owner: GUGUEN, ALICE Job Address: 10601 NE 6 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: ALLSITE ELECTRIC LLC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number (786)271 -5714 Parcel Number 1122310120020 Phone: (954)632 -6146 Building Department Comments WIRING HOUSE, REPLACE PANEL AND CHANGE OUTLETS Infractio Passed Comments INSPECTOR COMMENTS False Passed Er 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- 178588. December 05, 2012 For Inspections please call: (305)762 -4949 Page 8 of 31 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 t: Name (Fee Simple Titleholder):°i74-Kie 6644(413 iliite COCA /CV 9 7 1 5114 Permit No. E U ( 1 - ( u( Master Permit No. 12—C.--i t — 100 Address: Ji3 4 0J g 4 NIT._ City: )`k ilrlMi 5 #t ORT:g Tenant/Lessee Name: State: ' fi l D M p Phone #: Email: (jf /%•tI 4 t 3 1 �� k Nfl `� . ill-. s ss: jo 6 zA � v City: Miami Shores County: Miami Dade Zip: 3'°>. 13' Folio/Parcel #: Is the Building Historically Designated: Yes Flood Zone: r"'-(7 R: Company Name: A$4._ e \4 c \ /,A, i 1.1 WA ft Address: w City: f L,- t o N State: -t-L Qualifier Name: thTik C, k c„k 1.1 le V . E State Certification or Registration #: S C. 4 Q 23 Certificate o ompetency f #: ' Contact Phone #: Email Address: 5 �� !� Q Ifs, �� C� .l'rt✓. GCY�� DESIGNER: Architect/Engineer: 4-a.C. 6t –3 Phone #: 6) 7 4 c 3 2 Z biotS ¶S 632 _ 6/x,6 Phone #: zip: In 3V2- 61 Value of Work for this Permit: $ Square/Linear Footage of Work: ❑New ORepair/Replace ***************************************F . x* ****** **• x****. x**** *• x+ x*+x:x ******mx•**u:*x:***** Submittal Fee $ Permit Fee $ �✓`�� Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ NN 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 AFJi'IJAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature :etrent The foregoing instrument was acknowledged before me this 1 day of , 20 k by M Arc\ m7.. (62 4 S , who is personally known to me or who has produced t _) As identification and who did take an oath. NOTARY UNIC: Sign: Print: t111U111//��1/ ar °o .� My Commission Expires: * ** "1-74, •••:"":7,1; -::--,--6::"./.1237; * * **** ** * ***4/ 444144 k*,x*,x�x �xx:: x�u�: x:: �x�:* �xa��x�x* �x�x�: �u+ x, �** **a�,x�x,x *�a+x�ux:x��x** ** * * ** xx:a��x *+x*** �eKans Examiner nt> The fore o�'n�g /instrument was ackno ed before me this d - day of ^ W!t�® , 20/ , by ®i ty. BloV U who is personally known to, me or w o has produced s identi cation d wh d take an oath. NOTkRY P i. C -"v111117rIrst 0,44 744 My Commission E: r Sign: Print. Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 10601 NE 6 Avenue Miami Shores, FL 33138- 1122310120020 Block: Lot: PETER CARUSO Owner information Address Phone Cell PETER CARUSO 10601 NE 6 Avenue MIAMI SHORES FL 33138 -2051 Contractor(s) ALLSITE ELECTRIC LLC Phone (954)632 -6146 Cell Phone Valuation: Total Sq Feet: $ 13,000.00 0 1 Type of Work: REWIRE HOUSE NEW PANEL Additional Info: ELECTRIC Classification: Residential Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Work without Permit Fee Total: Amount $7.80 $6.83 $6.83 $2.60 $455.00 $3.00 $10.40 $455.00 $947.46 Pay Date Pay Type Invoice # EL -6 -11 -41095 06/02/2011 Cash 09/02/2011 Check #: 230 Amt Paid Amt Due $ 50.00 $ 897.46 $ 897.46 $ 0.00 Available Inspections: Inspection Type: 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 spec cations 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. September 02, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date September 02, 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 Type: Electrical OWNER: Name (Fee Simple Titleholder): Address: OC c 1 lei City: let 6v JUN f) ^; Permit No. " "Y 2011 Master Permit No, 1 1 v67/ Eo i Phone #:') U(O3 3 -6 2U State: Tenant/Lessee Name: Phone #: Zip: 3 t� Email: % I�� JOB ADDRESS: to 6 o E ) P) G Al City: Miami Shores County: Miami Dade Zip: 33 13 8- Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: �; C ,/1 Address: (b 7 7 t \) t 2 b City: P\ Ca4a ; p� > state: zip: 3 �l 2 Qualifier Name: ?Ay R J � /!J 1 � �O // 7/1 Phone #: (Q� i4��} 6 32_606 State Certification or Registration #: (, 1 300 40 i 3 Certificate of Compete y #: Contact Phone #: /63( 0 f b// Co 1 r (C. a (c'y%7 Email Address: Q �.� � 1 � Q �Q�, � Phone #.(54) 6 c7 _ 64,6 DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ �. COOL, g) ( Square/Linear Footage of Work: Type of Work: ❑Address DAlteration Zr ew ORe air eplace ODemolition Description of Work: ��) -P (o f3�� PJ « L'e._ 4 1! . l! • Submittal Fee $ Scanning Fee $ No Double Fee $ Structural Review $ Permit Permit Fee $ Radon Fee $ Training/Education Fee $ ** * * ** Fees********** ** ***** a:m **: x********* ****:x**u:*:x*** ! -1/r—d 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, 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 ! of be approved and a reinspection fee will be charged. — -� Owner or Agent The foregoing instrument was acknowledged before me this .3I day of I _6. , 201k ,by A Kt (-74V e who is ly known to me r who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission xpire * * * * * * * * * * ** * * * * ** APPROVED BY . _rs is Cate of Florida r; .,olp: :.f,, 006558834 _ gira 0b101/2011 cl2 Signatur Contractor The foregoing instrument was ackno d ed before me this day of QS- 13- f , 20 , 1 , by G1*- i C CS l Cl,n v ersonally known to me or who has produced as identification and who did take an oath. NOTA PUBLIC: Sign: * * * * * * * * * * * * * *..... * * * * * * * * ** /'I1ans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk _ <:8�_ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 170712 Permit Number: MC -6 -11 -1011 Scheduled Inspection Date: March 07, 2012 Inspector: Perez, JanPierre Owner: GUGUEN, ALICE Job Address: 10601 NE 6 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: OM -AIR SERVICES INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number (786)271 -5714 Parcel Number 1122310120020 Phone: (954)274 -2854 Building Department Comments REPLACE 4 TON UNIT AND DUCTS 2 VENTS AT BATH AND RANGE HOOD EXUST PIPE 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- 160574. March 06, 2012 For Inspections please call: (305)762 -4949 Page 19 of 27 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)7564972 Inspection Number: INSP- 160574 —tps( Permit Number: MC -6 -11 -1011 Scheduled Inspection Date: December 05, 2011 Inspector: Perez, JanPierre Owner: CARUSO, PETER Job Address: 10601 NE 6 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: OM -AIR SERVICES INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1122310120020 Phone: (954)274 -2854 Building Department Comments REPLACE 4 TON UNIT AND DUCTS 2 VENTS AT BATH AND RANGE HOOD EXUST PIPE \11 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 02, 2011 For Inspections please call: (305)762 -4949 Page 5 of 46 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 10601 NE 6 Avenue Miami Shores, FL 33138- 1122310120020 Block: Lot: PETER CARUSO Owner Information Address Phone CeII PETER CARUSO 10601 NE 6 Avenue MIAMI SHORES FL 33138 -2051 Contractor(s) OM -AIR SERVICES INC Phone Cell Phone (954)274-2854 Valuation: Total Sq Feet: $ 4,800.00 0 1 Tons: 4 Additional Info: MECHANICAL Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 1 , Date Approved: : In Review Type of Work: Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Work without Permit Fee Total: , Amount $3.00 $2.52 $2.52 $1.00 $168.00 $3.00 $4.00 $168.00 $352.04 Pay Date Pay Type Invoice # MC -6 -11 -41097 09/02/2011 Check #: 230 06/02/2011 Cash Amt Paid Amt Due $ 302.04 $ 50.00 $ 50.00 $ 0.00 Available Inspections: imInspection Type: Final al 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy September 02, 2011 Date September 02, 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 Type: MECHANICAL ,p) OWNER: Name (Fee S imple Titleholder): �, C t Addres �Q � Co City: , Tenant/Lessee Name: State: L--" , J U ( 201 Li 000s000p00000 Permit No. 1 ! —4, l i' Master Permit No. C V G Phone#: !O.5 S V• 1,92i Zip: 3-6133_____ Phone #: Email: JOB ADDRESS: /0 6 0 / )V 6 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: 00 " Ai (�/ �-f IA Phone # 95 .—Z7 ' �CJ ' Address: City: � State: Qualifier Name: �� a /�0�' ,/4 State Certification or Registration #: CAC- f a & 0-1-5. Certificate of Competency #: Contact Phone#: 9, Z 7 i 7&51-/` & - Email Address: © ' /i'r rSPr//i C caii Flood Zone: Phone#: y ` G / ' Z T/ DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 1"/, g0` c Type of Work: LIA�ddress //L��'lAlteraation Work: j� Des M I A E of ork / : ep/o C e- / •/ et S di -bgii QANee he p P Square/Linear Footage of Work: ❑New ❑Ijepair/Replace ❑Demolition / fca e4h1± Ale 4S Submittal Fee $ D,cp_ Permit Fee $ Scanning Fee $ �� Radon Fee $ 61..............,„..,........,...„.....,„. CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ Training/Education Fee $ Structural Review $ Bonding Company's Name (if applicable) Bonding Company's Address City tate Zip Mortgage Lender's N - (if applicable) Mortgage Len . - 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 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 inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will M t be approved and a reinspection fee will be charged. Signature t+ Owner or Agent The foregoing instrument was acknowledged before me this Signature ``}} �i _ The foregoin , 20L, by : L" ' day of ed before me this c2 or who has produced who is As identification and who did take an oath. NOTARY PUBLIC. Sign: Print: My Commission Exp' Notary pt; lorida F s (30,- i.r,s,i:rt D0658834 Explre;1 1454) * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY v (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) me or \N 4 ••....... / �i as identifi .t dp)We�.jo oath. YP- i;LIC•= N; OQ1 %ttttitottO J y t c 4 tlans Examiner Structural Review My Commission Expires: Zoning Clerk 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.MA 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. UNff 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 / / EER/SEER 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. Signatures__ —=�— (Qualifier's sign re rfy) Certificate of Competency N. Date: BATCH NUMBER IMPORTANT F Pursuant to Chapter 440.051141, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election I- under this section may not recover benefits or compensation under till D chapter. Pursuant to Chapter 440.05112), F.S.. Certificates of election to be H exempt_ apply only within the scope of the business or trade listed the notice of election to be exempt E Pursuant to Chapter 440.05113), F.S., Notices of election to be exefnpt and certificates of election to be exempt shall be subject to revoeatic 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 In the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person noised of the certificate to nieet the requirements of this section. 03 -02 -2009 • ALEX SINK STATE OF FLORIDA CHIEF FRIANCWL 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: 03/02/2009 EXPIRATION DATE: 03/02/2011 DIAZ 043717288 BUSINESS NAME AND ADDRESS: OM AIR SERVICES INC 1159 SW FIRST WAY DEERFIELD BEACH FL 33441 SCOPES OF BUSINESS OR TRADE 1- CERTIFIED AC CONTRACTOR SEGUNDO L * IMPORTANT: Pursuant to Chapter 440. O5414). E.S., en officer of a carporation who elects exemption from this chatter by tiling a certificate of election under this section may not recover benefits or compensation wader this chapter. Pursuant to Chapter 440.051121, F.S. , Certificates of election to be exempt... apply only within the scope al the business er trade listed en the notice of election to be exempt_ Pennant to Chapter 440.03113} F.3., Notices of erection to be exempt and certificates 01 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 mooed on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department Mall revoke a certificate at any time for failure of the person named on the certificate in meat the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 PLEASE CUT OUT THE CARD QUESTIONS? 1850) 41 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 03/02/2009 EXPIRATION DATE: 03/02/2011 PERSON: SEIRINDO L DIAZ FEIN 043717288 BUSINESS NAME AND ADDRESS: OM AIR SERVICES INC 1159 SW FIRST WAY DEERFIELD BEACH, FL 33441 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED AC CONTRACTOR QUESTIONS? 1850) 413 -161 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISEI1 09-06 4 met I -. 115 S. Andrews Ave., Rrn. A-100. Ft. Lauderdale, FL 33301 -1895 — 954 -831 -4 VALID OCTOBER 1,2010 THROUGH SEPTEMBER 2011 DBA: Business Nom; OM AIR SERVICP4 INC Owner Name: SEGUNDO L DIAZ /QUAL Bttess 't6catton 330`T 47 POMPANO BEACH Business Phone: Rau Receipt #::183 -1881 Business Type:�R CONDITIONING iGICO Business Opened :10/24/2008 S Countp /Co Reg :CAC1816015 Exomplbon Code:NMEXEMPT Humber of Machines: For vemding Bush s Only VendingTyt�e: Pmfessionate Tax Amount Transfer Fee NSF Fee Penalty Prior Years CoBec tiara Cost Total Pal 27.00 0.00 0.00 0.00 0 110> 0.00 27.00. THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECO ,,. ES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality fining WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transfer when the business is sold, business name has changed or you have moved the business imam Tnis receipt does not indicate that the business is dal or that - it is in compliance with State or local laws and regulations. Mailing Address: SEGUNDO L DIAZ /QUAL 1159 SW 1 WAY DEERFIELD BEACH, FL 33441 2010 - 2011 Receipt #04a-09- 00018430 Paid 09/20/2010 27.00 - Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 11--1 aoY Inspection Number: INSP - 175001 Permit Number: PL -6 -11 -1010 Scheduled Inspection Date: June 22, 2012 Inspector: Hernandez, Rafael Owner: GUGUEN, ALICE Job Address: 10601 NE 6 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: MILLENNIUM PLUMBING LLC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (786)271 -5714 Parcel Number 1122310120020 Phone: (561)674 -7727 Building Department Comments 2 BATH KITCHEN AND LAUNDRY ROOM Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comment June 21, 2012 For Inspections please call: (305)762 -4949 Page 5 of 7 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 10601 NE 6 Avenue Miami Shores, FL 33138- 1122310120020 Block: Lot: PETER CARUSO Owner Information Address Phone CeII PETER CARUSO 10601 NE 6 Avenue MIAMI SHORES FL 33138 -2051 Contractor(s) Phone Cell Phone MILLENNIUM PLUMBING LLC (561)674 -7727 Valuation: Total Sq Feet: $ 7,200.00 0 1 Type of Work: 2 BATH KTICHEN REMODEL Type of Piping: Additional Info: LAUNDRY ROOM AND WATER HEATER Bond Retum : Classification: Residential Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Work without Permit Fee Total: Amount $4.80 $3.78 $3.78 $1.60 $252.00 $3.00 $6.40 $252.00 $527.36 Pay Date Pay Type Invoice # PL -6-11 -41096 09/02/2011 Check #: 230 06/02/2011 Cash Amt Paid Amt Due $ 477.36 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Top Out Final Underground 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy September 02, 2011 Date September 02, 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 Type: PLUMBING OWNER: Name (Fee Simple Titleholder): Address: I d 6 o ( 1•1 6 A J► City: NI,t 4 f j416Pes 411 cc� Gl u vcy/ Permit No. bi TUA —1010 Master Permit No. Phone #: 434- 5EY j 1 Zip: State: '.7:-5.4.3.43' Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: /0 60 / /U �i R #� City: Miami Shores County: Miami Dade Zip: _33(3s Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Addressj, e City: Qualifier N State Certifica o J Contact Phon #L.114/ NO Flood Zone: l Z,twjc ,,� �.a6 L� State: ation #: 4(72-7377 Certificate of Competency #: �p % Y-9191 Email Address: Phone #: 4/) e4v fivg7 Ppfone Zin: DESIGNER: Architect/Engineer: Phone #: 7_3 Value of Work for this Permit: $ i ®g 0 Square/Linear Footage of Work: (4> L{ ,,00 Type of Work: ❑Addressteration UNew ORepair/Replace ❑Demolition Description of Work: 2 4 th ,. K4 4. Cep A ) ey 1""' moot( �4 & �'"','4.�,� * * * * * * * * ** * * *** * * * * * *** * ** ***** *:x*** ** Fees * * *** * **** ******* * **** *****:x****** ** ******* o--■ Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Training/Education Fee $ Technology Fee $ Structural Review $ CO /CC $ DBPR $ Bond $ TOTAL FEE NOW DUE $ k* 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 ubject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site Signature \ \l� Owner or Agent Contractor The foregoing instrument was acknowledged before me this __ The fore oing instrument was acknowledged before me this2 4 day of Al ' , 20 AL, by MI CC 67 (/ 6 u E,O , day of , 20 I( , by `—Je 4te l St ,4 t 1 S, who ' person ly known me or who has produced who is persona ly known to me or who has produced as identification and who did take an oath. NOTARY P LIC: for the first inspe inspection wil not on which occurs seven (7) days after the building permit is issued. In the absence of such pflted notice, the e approved and a reinspection fee will be charged. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission i,ornraass(Frl D0658834. Expiry^ O6/ r 11 Sign: Print: My Commissi $ e$ esk: ks g*** Xa9k*s ksg *****s k> k: k*> k****** ***** **ak- k** ****sksIask*. k**X =**************ak****** APPROVED BY It VLf Plans Examiner Zoning MC G .L.i. MATTHEW �� MATFHE JIMENEZ NOTARY PUBLIC -STATE OF FLORIDA COMMISSION 0 D0689634 Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) S'AT'E OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH 140NROE STREET TALLAHASSEE FL 32399 -0783 sIVALLS. JEFFREY L MILLENNIUM PLUMBING LLC 1231 SE 1 AVE POMPANO BEACH FL 33060 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our boxers professionals rimes, taauurants, and they from keep, Florida's economy to brokers, Every day we work to improve the way we do business in order to serve you better. For information about our services, please lag onto www.myfioridalicense:aorn. 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 BER rvPE f �, 1799 SPEQAL amass T Millennium Plumbing NAME Drat NAME MAILING Millennium Plumbing ADDRESS 5609 %Ore a Tri Ft Place, FL. BUSINESS 5609 Relntree Tri LOCATION Ft Pierce, M. 34992 "•-°+ 4113113 Law reguh es this Local Business that it can be open to the view Upon failure to d0 so, the Local the same business, Pursuant to State taw, ad Least year and shall expire on Septem beginning October 1st shall be an additional S% penalty for penalty shall not excald 25% of In addition to the penalty, the T the amount of the Leal Wetness business year. This receipt Ise Local Business T regulatory or zoning laws of the other taxes, licenses or permits Local Business Taxes are subiect MlUenn urrt Plumbilty 5609 Raintree T ri Pt Pierce, FL 349$2 ermines 1 ac#3268380 106000090317 18- 20100916 - 002610 OR!GIAf . TAX PENALTY CO ON cosr NONMPT' $12.35 $12.35 Receipt to be displayed conspitstously at the place of .: , , In such a manner the public and subject to inspection by all duly authorized of the ness Taxpayer shall be subject to the ° county. occupation. payment of another Lapel $ttsji}t;$S Tax for �pa�n. - :- Tax Reeeipts shall be sold by the Tax Collector beg1nni July 1st of each 30th of the succeeding year. Those Local Business Tax R 4s renewed Went and subject to a delinquency penalty of t0% for the math of October, plus month of delinquency thereafter until paid; provided that the total delinquency Local 13usiness Tax for the delnquent esleblls hment. Collector shall be entitled to a collection cost fee of from $1.094o $8.00, based on ax, which stall be collected from delinquent taxpayers alter Siember 30th, of the only. It does not permit the Lei Business Taxpayer to via; te, county or tom. it also does not exempt the Loral t may be required by law. change awarding to law. any existing Taxpayer from any ALEX SINK 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: SIVALLS FEIN: 412221717 BUSINESS NAME AND ADDRESS: MILLENNIUM PLUMB /NG LLC 1231 SE 1ST AVE POMPANO BEACH FL 33060 02105/2010 EXPIRATION DATE 02/05/2012 JEFFREY L SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED PLUMBING CONTRACTOR * IMPORTANT: Pursuant to Chapter 440 . 0604), F.S., as officer of a corporatieo who elects exemption from this chapter by filing a certificate of election l under ishe section may not recover beoeflts or compensation ender this chapter. Pursuant to Chapter 440.064123, E.S. , Certificates of election to be exempt... apply only Y scope of the business or trade listed on the notice of election meet��e filing of the Chapter 440t0ei13), issuance , Notices coertielection the pbesexempt ddcertficates or certif ca to be exempt eels be subject to revocation if, at any 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 parson named on We certificate to meet the requirements of this section. QUESTIONS? (850) 413• OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE COMPENSATION TO BE EXEMPT FROM FLORIDA LAW EFFECTIVE: 02/05/2010 EXPIRATION DATE: 02/05/2012 PERSON JEFFREY L SIVALLS FEIN 412221717 BUSINESS NAME AND ADDRESS: MILLENNIUM PLUMBING LLC 1231 SE 1ST AVE POMPANO BEACH, Ft. 33060 SCOPE OF BUSINESS OR TRADE I- CERTIFIED PLUMBING CONTRACTOR IMPORTANT F 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 I- under this section may not recover benefits or compensation under thi: D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed c E the notice of election to be exempt E Pursuant to Curter 440.05(13), F.S., Notices of election to be. exerttpt and certificates of election to be exempt shall be subject to revocatio 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 m 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 CUT HERE * Carry bottom portion on the Job, keep upper portion for your records. DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 05/24/2011 11:36 7724650840 r PRESTIGE INSURANCE PAGE 01/01 A Rb CERTIFICATE OF LIABILITY INSURANCE DATE DNYY"' THIS CERTIFICATE 10 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 pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain Wales may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s}. PRODUCER PRESTIGE INSURANCE ENTERPRISE$ INC 5001 5 FEDERAL HIGHWAY 'FORT PIERCE, FL 34982 CONTr RARE: _ �RE ( ' a. Exit (772) 405-nee M. Not: 7 %2485^08401 ADS INSURER() WO INS aaVIRAGE uAUC E UWDUREeA: GRANADA INSURED M114.ENNIUM PLUMBING LLC 5809 RAINTREE TRAIL FART PIERCE, FL 84982 INSURER a BODILY INJURY Vet Perm) Busuala o INJURY (Pet aai INSURER P gg R ll : • A? REL ATE S IIIIIIIIIIIIIIIMIIIIIIIIIIINIIIIII EAMIIIEN t L OVERAGES_ ' CERTIFICATE NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSUR INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER CERTIFICATE MAY BE lssuFD OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBE EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED OY PAID CLAIM£ m MIT aR Type or 114$u (attCE pyS YAM „ N ` r ; s OY N l ui GENERA1. uA,E1uTY COMMERQLAL GENERAL LUtEIUTV CLAIMS -MADE ^ .I OCCUR ■ GENT. AGGREGATE I,W IT APPUE$ PER: POLICY . r I gip' n L AUTOUOOILE UABLLrtY ANL YpAyUTO AU7Z1$ D SOS pU LED • HIRED AUTOS NON-OWNED UMBRELLA LIAO EIcbeS8IIAS 0105FL0017497 2/1 011 _ OCCUR CLAIMS.MAIP DEG: f RETENTIONS INBSKORS COMPONSATION AND EMPLOYERS' LIAO= ANY PROPRfE;OR7PARTNERIE) tCUTiVE l._ ( ©�e CEEeopr MB ) EXCLUDED? . Irmo � -b... imuer � OP .TIQ OSSORtPRON OF OPBRATMMN 1A LOCATl0NS)vEHICLE$ (Attixb *co 02/15/201 701, Addienn if Romano tmdatq f Mtn *Alm is to LIVAN) CERTIFICATE HQLD R CANCELLATION CITY OF MIAMI SHORES 10050 NrE. 2ND AVE MIAMI, FL 33138 (305) 75845972 • ACOIw 20 (2010/06) REVISION NUMBER: ED NAMED ABOVE FOR THE DOCUMENT WITH RESPECT D HEREIN IS SUBJECT TO UNITS EACH OCCURRENCE POLICY PERIOD TO WHICH THIS ALL THE TERMS, 3101 . L ,.: 5111 II LIED EXP Any one wean $ 5.000 PERSONAL 8 ADV t uiiRY 5 1 9 '. GENERAL AGGREGATE $1 +' 1 000 PRODUCTS - COUP /OP AGO $10! ?00 Ifft:j _,DSI 'fix_ x , BODILY INJURY Vet Perm) � $ INJURY (Pet aai iBODILY IIIIIIIIIIIIIIIIIOIIIIIIIIINIIII .;;, -- M A? REL ATE S IIIIIIIIIIIIIIIMIIIIIIIIIIINIIIIII EAMIIIEN EL BACH ACCIDENT DISEASE - EA SMPLO ... $ E.L. DISEASE - PQRI MIT $ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE' THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WIN THE POI -ICY PROVISIONS. RUMORS= REPRESENT/Aryl; BRENDA L LEA - AGENT 9 1980.2010 A The ACORD name and logo are roglatar.Rd marks of ACORD RATION. A11 rights re4orved. TAVERAS ENGINEERING, INC. Structural Consultant CA#27190 244 Poinciana Drive Jupiter, FL 33458 (1?) 561-358-9621 (F) 561-346-5962 PROJECT: NAME: ADDRESS: Gervais Residence 10601 NE 6th Ave Miami Shores, FL 33138 JOB#: 04-057 CLIENT: NAME: aRCHo Corporation ADDRESS: 22934 Oxford Place-D Boca Raton, FL 33433 PHONE #: 954-477-2567 I cot* that the engineering listed on the Index sheet has been designed and checked for compliance with the Florida Budding Code 2007. tt51"1 Act— CP''.C- Sy FP4t5 TomtpyTaveras • 6/11/2011 FL PE 60514 As witness to my seal, I hereby certify that the above Information is true and correct to the best of my knowledge and belief. IAVtMMAS CNVI ttI tNb, INV. 244 POINCIANA DRIVE JUNITER, FL 33458 CA #27190 1 luu : Ueivais rw iuenue Dsgnr: TT Project Desc.: Renovation to existing one -story house JOU ft Project Notes : Lic, tF : KWM6009112 Description : Horzontal wood beam over rear sliding doom. Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species Wood Grade Beam Bracing : Mixed Southern Pine : No.2: 2" - 4" Thick : 6" Wide : Completely Unbraced Patted: 8 N0V 2014. '.19 .M Licensee : Taveras Engineering, Inc. oat- bVt - 12,610- Calculations per NDS 2005, IBC 2009, CSC 2010, ASCE 7 -05 Fb - Tension 1,150.0 psi Fb - Compr 1,150.0 psi Fc - Prll 1,550.0 psi Fc - Pap 565.0 psi Fv 175.0 psi Ft 675.0 psi W(0.23375) v E: Modulus of Elasticity Ebend- xx 1,400.0 ksi Eminbend -xx 510.0ksi 32.8600 Span = 6.250 ft Uniform Load : W = 0.0550 ksf, Tributary Width = 4.250 ft, (Wind Load) Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.786 1 1.75x7.25 893.39psi 1,132.55psi +D+W +H 3.125ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0<480 0.000 In Ratio = 0 <480 0.104 in Ratio = 721 0.000 In Ratio = 0 <480 0.400 : 1 1.75x7.25 69.95 psi 175.00 psi +D+W+H 0.000ft Span #1 Load Combination Segment Length +D+W+H Length =6.250ft 1 +D+0.750Lr+0.750L+0.750W+H Length = 6.250 ft 1 +D+0.750 L40.750S+0.750 W+H Length = 6250 ft 1 +0.60D+W+H Length = 6250 ft 1 Max Stress Ratios Span # M V Cd CFN Cr 0.789 0.400 0.592 0.300 0.592 0.300 0.400 0.789 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Moment Values Cm et CL M fb Fb 0.00 1.000 1.000 0.985 1.14 893.39 1132.55 1.000 1.000 0.985 0.00 1.000 1.000 0.985 0.86 670.04 1132.55 1.000 1.000 0.985 0.00 1.000 1.000 0.985 0.86 670.04 1132.55 1.000 1.000 0.985 0.00 1.000 1.000 0.985 1.14 893.39 1132.55 Shear Values V fv Fv 0.00 0.00 0.00 0.59 69.95 175.00 0.00 0.00 0.00 0.44 52.46 175.00 0.00 0.00 0.00 0.44. 52.46 175.00 0.00 0.00 0.00 0.59 69.95 175.00 Load Combination Span Max.'- Defl Location In Span Load Combination Max. ° +° Dell Location in Span 1 0.1040 3.156 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 I AVkilfkb tNVINtttliNta,INU,. 244 POINCIANA DRIVE JUPITER, FL 33458 CA #2t190 I lut3 : l;ervuis rtesiueliUC Dsgnr: TT Project Desc.: Renovation to existing one -story house JUU It UthUOO Project Notes : Printed: 8NOV2011,10:19AM Description : Horzontal wood beam over rear sliding doors. Support notation : Far left Is #1 Licensee e : Taverns Engineering, Inc, Values In KIPS rxvCrViD CIVl711VCCRIIVl7, IIVt�. 244 POINCIANA DRIVE JUPITER, FL 33458 OA'#27190 I rue : uervars rcesruerrce Dsgnr: TT Project Desc.: Renovation to existing one -story house JOU F U4-UO0 Project Notes : Description : Channel Lintel Over Exterior Wall Opening Analysis Method : Allowable Stress Design Beam Bracing : Completely Unbraced Bending Mis : Minor Axis Bending Load Combination 2006 IBC & ASCE 7 -05 Pfintod: 8 NOV 2011,10:19AM Licensee : Taveras Engineering. Inc.. CA-140449.- Dtie12- v.(rctsioq Ott. 0104614-* Calculations per AISC 360 -05, IBC 2009, CBC 2010, ASCE 7.05 Fy : Steel Yield : 50.0 ksi E: Modulus : 29,000.0 ksi D(0.35) Lr(0.25) v Senrice Toads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.0350, Lr = (10250 ksf, Tributary Width =10.0 ft, (Roof Load) Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Load Combination Segment Length Span # +D Dsgn. L = 5.00 ft 1 +D+Lr+H Dsgn.L= 5.00ft 1 +D+0.750Lr+0.750L+H Dsgn. L = 5.00 ft 1 +D+0.750Lr+0.750L+0.750W+H Dsgn. L = 5.00 ft 1 +D+0.750Lr+0.750L+0.5250E+H Dsgn.L= 5.00ft 1 0.248: 1 Maximum Shear Stress Ratio = MC8X18.7 Section used for this span 1.933 k -ft Vu : Applied 7.784 k -ft Vn/Omega : Allowable +D+Lr+H 2.500ft Span # 1 0.029 in Ratio = 0.000 In Ratio = 0.073 In Ratio = 0.000 In Ratio = Design OK 0.058 : 1 MC8X18.7 1.547 k 26.766 k Load Combination +13+1.r+I.1 Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 2037 0 <360 823 0 <180 Via Max Strom Ratios M V Mmax + 0.148 0.034 1.15 0.248 0.058 1.93 0.223 0.052 1.74 0.223 0.052 1.74 0.223 0.052 1.74 Summary of Moment Values Mmax - Ma - Max Mny Mny /Omega Cb Rm 1.15 13.00 718 1.14 1.00 1.93 13.00 7.78 1.14 1.00 1.74 13.00 7.78 1.14 1.00 1.74 13.00 7.78 1.14 1.00 1.74 13.00 7.78 1.14 1.00 Load Combination Summary of Shear Values Va Max Vny Vny /Omega 0.92 44.70. 26.77 1.55 44.70 • 26.77 1.39 44.70 26.77 1.39 44.70 26.77 1.39 44.70 26.77 Max. ° - -° Defl Location In Span Load Combination Max. " +° Deft Location In Span 0.0000 0.000 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Load Combination Overall MAximum D Only Lr Only D+Lr Support 1 Support2 1.547 0.922 0.625 1.547 1.547 0.922 0.625 1.547 Project: Gervais Residence 10601 NE 6th Ave Miami Shores, FL 33138 Date: 11/01/11 JOB NO. 04 -057 Engineer: Tommy Taveras REVIEW BY: TT ROM 4.315 -11 -fttvoil's -±"f . y. L ut ! h3 6y .= 2 [0,0 2A-gx IG 2 443 =021 `3,4, rr.% i,, lAverik rt-ef 60516( kt/otio itoCe, 1,1 Usesst esilitvrrf 4J% 55- Sit) VA' ri.3 4.26 g Cot g' : pc. -r k,3U•p yt,yzoxSs P 1�3l5 °xS5 Jr tit o P i My' , � ." gInt PBX11- 40, loch V 44 13, 51, Fix. NI oLt 34 5143 0 BUEJDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION (BCAD) NOTICE OF ACCEPTANCE CNOA) T. M. Windows, LLC. 601 N.W. 12th Ave. Pompano Beach, FL 33069 SCOPE: MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26"' Street. Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 -2599 www.miam idede.pawib ulldin ct This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The dociunentation submitted has been reviewed by Miami —Dade County Product Control Section 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 Section (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 Section 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 "338" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, dated 03/03/11 with revision "11" dated 05/23/06, 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 nunlbe and Expiration date by the Miami —Dade County Product Control Sections k k MISSILE IMPACT RATING: Large and Small Missile Impact Res LABELING: Each unit shall bear a permanent label with the maanufactui following statement: "Miami --Dade County Product Control Approved" RENEWAL of this NOA shall be considered after a renewal appltcat}or no change in the applicable building code negatively affecting the perrat✓iejoti(hrs► -du ' TERMINATION of this NOA will occur after the expiration date or rei a revison 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. 08- 0917.08 and consists of this page 1, evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. , state and d herein. e has been NOA No. 10-1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 Page 1 T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, dated 03/03/11 with revision "11" dated 05/23/06, prepared by AI- 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 Along with marked -up drawings and installation diagram of Series 338 Aluminum Fixed Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5276, dated 07/06/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 1120,10) 2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Inc., Test Reports No.'s FTL -2782 (FTL00114), FTL -2784 (FTL00140) and FTL -3803 (FTL03072), dated 11/06/01 and May 22,2003, FTL -2782 and FTL-2784 respectively, signed and sealed by Luis Figueredo, P. E. and FTL -3803 signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No. 03- 0925.04) 3. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 20I 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No, ATL 0806.02 -02, dated 09/24/02, signed and sealed by William R. Mehner, P. E. (Submitted under previous NOA No. 03- 0925.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al Farooq Corporation, dated 10/28/10, signed and sealed by Javad Ahrnad, P, E. Complies with ASTM E1300 -02/ 04 E -1 Jaime D. Canon, • E. Product Control Section Supervisor NOA No. 10- 1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 T. M. Windows, LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05 /26/2010, expiring on 01/14/12. 2. Notice of Acceptance No. 10- 0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite{@ PVB, Interlayer" dated 12/24/10, expiring on 12/11 /11. 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer ", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1, Statement letter of confor nance, no financial interest and compliance with the FBC 2007, dated October 28, 2010, signed and sealed by Javad Ahmed, P. E. 2. Name change from T. M. Window & Door, LLC to T. M. Windows, LLC, in conformance to BCAD guidelines dated 10/28/10 on file. 3. Laboratory compliance letter for Test Report No. FTL -5276, issued by Fenestration Testing Laboratories, Inc., dated 07/06/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 1120.10) 4. Laboratory compliance letter for Test Reports No.'s FTL -2782 (FTL00114), FTL -2784 (FTL00140) and I' fL -3803 (FTL03072), issued by Fenestration Testing Laboratories, Inc., dated 11/06/01 and 05/22/03, 1431i-2782 and FTL-2784 respectively, signed and sealed by Luis Figueredo, P. E. and FTL -3803 signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No. 03- 0925.04) 5. Laboratory compliance letter for Test Report No. ATL 0806.02 -02 issued by American Testing Lab of South Florida, Inc., dated 09 /24/02, signed and sealed by William R. Mehner, P. E. (Submitted under previous NOA No. 03- 0925.04) G. OTHERS 1. Notice of Acceptance No. 08- 0917.08, issued to T. M. Window & Door, LLC for their Series "338" Aluminum Fixed Window L.M.I ", approved on 05/06/09 and expiring on 01/08/14. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 10-1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 E -2 (sheet 1 of 5 ) SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. APPROVAL 'APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 E0111ON INCLUDING IRGH VELOCITY 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 EMBEDWENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS 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 LIMBED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4, 2411.3.3 AND 2326.2. 8' MAX. FROM ENDS FALSE MUNTINS SURFACE APPLIED OPTIONAL 10 -1/2' MAX. HEAD /SILL II J ;I u H II II I II II U II II I II II II II II II ;I II It I II II JI II I tt ,I II II ,1 II I, I II I 1 1 II I ;I II 11 's!j%;I II I ;I I II I 1 II !I II I !I 11 i! --- I; st ii ;i ti i; ! II II ,I II I, 1I II I II I II II �I II II C) II B !I O L OPG. WINDOW WIDTH TYPICAL ELEVATION THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SA'4A) WAIIMAO tegaslooNo • - At ka - rr o a 86 g of IS O 8 0 C 3 I ii drawing no. W03 -52 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE A' GLASS TYPE 'D' WINDOW DIMS. GLASS TYPE W GLASS TYPE 'D' VIDTH LENGTH EXT. CO INT. C -) EXT. C +) INT. (-5 WIDTH LENGTH EXT. 1+4 INT. ON EXT. CO INT. ON 38' 42' 48' 54' 60' 88' 72' 48' 804. 80.0 80.0 80.0 19 -1/8' 28 -1/2° 37' 53 -1/8' 28" 90.0 804 804 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.1 72.1 80.0 80.0 80.0 80.0 80.0 80.0 72.1 72.1 80.0 80.0 80.0 80.0 80.0 80.0 65.1 85.1 80.0 80.0 19 -1/8' 28 -1/2' 37' 53 -1/8' 38 -3/8" 80.0 80.0 80.0 80.0 58.0 58.0 80.0 80.0 80.0 80.0 80.0 80.0 X X X X 80.0 80.0 80.0 80.0 80.0 80.0 36" 42° 48" 54" 60' 88' 80° 73.7 73.7 60.0 80.0 80.0 80.0 80.0 80.0 85.6 - 68.8 80.0 60.0 19 -1 /8- 28 -1/2' 37' 53 -1/8' 50 9/8' 80.0 80.0 80.0 80.0 85.1 85.1 80.0 50.0 80.0 80.0 80.0 60.0 80.9 80.9 78.5 78.5 80.0 80.0 80.0 80.0 X X X X 70.7 70.7 68.3 88.3 80.0 60.0 X X X X 70.7. 70.7 19 -1/8' 28 -1/2' 37' 53 -1/8' 80.0 80.0 80.0 80.0 36' 42' 48' 54' 72' 55.8 55.8 80.0 80.0 80.0 80.0 60.0 80.0 53.8 53.6 80.0 80.0 68.2 68.2 60.0 80.0 X X X X 804 80.0 X X X X 80.0 80.0 X X X X 78.5 76.5 19 -1/8° 25-1/2" 37' 53 -1/8' 74_1/4. 80.0 80.0 80.0 80.0 36' 42' 48' 53" 77° 52.0 52.0 80.0 80.0 78.8 78.6 80.0 80.0 49.3 49.3 80.0 80.0 53.3 53.3 80.0 80.0 X x X X 60.0 80.0 x x X x 80.0 60.0 x X x X 80.0 60.o t9 -1/8" 26 -1/2' 37" 53 -1/8' n° 80.0 80.0 80.0 60.0 36° 42" 48' 84' 47.8 47.6 80.0 80.0 78.2 76.2 80.0 80.0 X X X X 80.0 80.0 51.2 51.2 80.0 80.0 X X X X 80.0 804 X X X X no 80.0 36" 42' 98' X x X x 80.0 60.0 NOTE: EXTERIOR PLY OF GLASS TYPE 'A' MUST BE TEA TO QUALIFY FOR SMALL MISSILE IMPACT. X X X X 80.0 80.0 36' 102' X x x X 80.0 80.0 38" 108' X X x x 80.0 804 GLASS TYPE 'A' 1" NOMINAL 1151X.. LAM. GAASS5 3/16' TEMP. (BASS 1/4' AIR SPACE 3/16' HEAT STREN ) (LASS .090' INTERLAYER SENTRYGIAS PLUS 8Y 'DUPONT" 3/16' HEAT STREW() GLASS f L W NEMD WIDTH AN0 LENGTH DIMENSIONS CA71 BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS): PERED SILICONE GE 7700 GLASS TYPE 'B' 15/16' NOMINAL INSUL. LAM. GLASS SILICONE DOW CORNING 995 GLAZING OPTION$ DESIGN LOAD CAPACITY - PSF WINDOW DIMS. CLASS TYPE 'C' DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C VIOTH LENGTH EXT. C +) INT. (-5 WIDTH LENGTH EXT. co INT. CO 36' 42' 48' 54° 60" • 88' 72' 48' 75.0 75.0 75.0 75.0 7$.0 75.0 75.0 75.0 19 -1/8" 28 -1/2" 37' 53 -1/8° 26' 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 38° 42' 48' 54' 60' or 72• 60' 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.0 72.0 19 -1/8' 28 -1 /2" 37' 53 -1 /e• 36 -3/8" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 19 -i /6' 26 -1/2° 37- 53-1/8• 50 -5/8" 75.0 75.0 754 75.0 75.0 75.0 75.0 75.0 72.0 72.0 72.0 72.0 36' 42' 48' 54" 60' 72' 75.0 75.0 75.0 75.0 19 -1/8° 28 -1/2' 37" 53 -1/8" 63' 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.0 72.0 36• 42• 48' 54- 84' 75.0 75.0 18 -1/8' 28 -1/2' 37° 53 -1/8° 74 -1/4' 754 75.0 75.0 75.0 75.0 75.0 75.0 75.0 78.0 75.0 75.0 75.0 75.0 75.0 36' 42° 48' 96' 75.0 75.0 75.0 75.0 75.0 75.0 36" 42' 102' 75.0 75.0 75.0 75.0 38' 42' 108" 75.0 75.0 75.0 75.0 36' 114' 75.0 73.0 36' 120' 75.0 75.0 36' 126' 75.0 75.0 3/16' HEAT STRENT) GLASS .120 INTERLAYER UVEHOI. -LOO. RESIN 3/18° HEAT STREN'0 GLASS SILICXINE TREMCO TREMGIAZE S500 GLASS TYPE 'C' .l 7iu8REVwithdmHotta 22 Whiles Code Vatotaaao Date w Za lie 9 0 0 ga drawing no. W03 -52 (sheet 2 of 5 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'F' GLASS TYPE '0' GIASS TYPE 'H' GLASS TYPE '1' WIDTH LENGTH EXT. <4) INT. (-) EXT. <4) INT. (-) EXT. 4 +) INT. 4-) EXT. <+) INT. 4 -) 38° 42' 48' 54' 60' 88° 72' 48' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 80.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 78.5 78.5 90.0 90.0 90.0 111.0 90.0 135.0 36' 42' 48' 54' 80' 86" 72' 80" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.1 71.1 80.0 80.0 80.0 98.7 80.0 124.4 64.0 84.0 72.0 72.0 72.0 88.8 72.0 112.0 64.0 84.0 72.0 72.0 72.0 88.8 72.0 112.0 64.0 84.0 72.0 72.0 72.0 88.8 72.0 112.0 38' 42" 48' 54° 80° 72' 80.0 80.0 80.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 80.0 90.0 111.0 90.0 140.0 76.5 78.5 90.0 90.0 90.0 111.0 90.0 135.0 71.1 71.1 80.0 80.0 80.0 98.7 80.0 124.4 64.0 84.0 72.0 72.0 72.0 88.8 72.0 112.0 38' 42" 48' 54' 84' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 69.8 69.8 90.0 00.0 90.0 111.0 90.0 137.1 65.4 85.4 90.0 90.0 90.0 111.0 90.0 126.0 64.1 64.1 80.0 80.0 80.0 98.7 80.0 117.9 38" 42' 48° 96' 75.8 75.9 90.0 90.0 90.0 111.0 90.0 140.0 84.3 64.3 90.0 90.0 90.0 111.0 90.0 131.7 59.8 59.8 90.0 90.0 90.0 111.0 90.0 120.0 36' 42' 102' 73.9 73.9 90.0 90.0 90.0 111.0 90.0 140.0 64.5 84.5 90.0 90.0 90.0 111.0 90.0 137.1 36' 42° 108. 74.1 74.1 90.0 90.0 90.0 111.0 90.0 140.0 61.3 61.3 90.0 90.0 90.0 111.0 90.0 127.7 38' 114' 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 38' 120' 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 38° 128" 72.7 72.7 90.0 90.0 90.0 111.0 90.0 140.0 3/16° ANN. OLASS .080° INTERLAYER 6UTACITE PV8 8Y 'DUPONT' 3/18' ANN. CLASS SILICONE TREMCO SPECTRUM 2 GO 7700 GLASS TYPE DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'F' GLASS TYPE '0' GLASS TYPE 'B' GLASS TYPE '.1' WIDTH LENGTH EXT. CO INT. CO EXT. (.) INT. <X) EXT. 4 +) INT. <8) EXT. (+) INT. CX) 19 -1/8" 26-1/2' 37' 53-1/8' 26' 80.0 80.0 60.0 90.0 90.0 111,0 90.0 140.0 90.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 19 -1/8' 26 -1/2' 37" 53 -1/8' 38 -3/8' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 I1 t.0 90.0 140.0 80.0 80.0' 90.0 90.0 80.0 111.0 90.0 140.0 19 -1/8' 28 -1/2' 37' 53 -1/8' 50-5%8' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 80.0 90.0 90.0 111.0 90.0 140.0 75.9 75.9 85.3 85.3 85.3 105.2 85.3 132.7 19 -1/8' 28 -1/2° 37° 53 -1/8' 83' 80.0 80.0 90.0 90.0 90.0 1(1.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 80.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 72.3 72.3 81.3 81.3 81.3 100.3 81.3 128.5 19 -1/8" 26 -1/2' 37° 53 -1/8' 74 -1/4' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.4 71.4 81.3 81.3 81.3 100.3 81.3 128.5 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). L 8 WIDTH AND LENGTH pME1690NS CAN 8E ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. GLASS TYPE 'G' GLASS TYPE 'H' G ZING OPTIONS GLASS TYPE 'd' i IOmJda telk Aateigena3 No } 3 1 drawing n0. W03 -52 (sheet 3 of 5 ) TYPICAL ANCHORS SEE at 18Y FOR SPACING WOOD SUCK • 8 • 4 2 -3/8' 41N. • • 1 IYPICAL ANCHORS SEE ELEV. FOR SPACING 8 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 SPACING 1/4" 01A. TAPCON BY 'ITW (Fu -120 KSt. Fy-92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (F4.t77 K. Fyot55 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING S(REWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. ® 1/8") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy m 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -3/8" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c a 3000 PSI MIN. C -90 HOLLOW/FILLED BLOCK AT JAMBS Fm . 2000 PSI MIN. SEALANT; FRAME CORNERS SEALED WITH ACRYLIC SEALANT. ,E,44rt AMMO 6,UL P ;i 10692 complying Cw.N��8 NO 0. I. I 21 A 0 n su as .4 0 W Y. 0 )A" drawing no. W03 -52 sheet 4 of 5 ) 3.375 .082 ITEM PART P QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLER /REMUNCS. 1 GW- 35277 -A 4 'WIDOW FRAME 8083 -18 - 2 1288 AS RECD. GLAZING STOP TUBE 8063 -15 - 8 110 X 1' - FRAME ASSEMBLY SCREWS - P.N. 5113 8 TM -174 AS RECD. GLAZING BEAD (1A11. GRASS) 6083 -TS - 9 - AS RE00. (RAM READ (ISUL. LAM. GLASS) 8083 -18 - 1.858 Ot WINDOW FRAME 10A00-DA0E COUNTY APPR,D MULLION SEE SEPARATE NOA� TYPICAL ANCHORS SEE ELEV. FOR SPACING 1. 1 0 GLAZING STOP TL18E TYP. CORNER DETAII, GLAZING BEAD (LAM. GLASS t /4' MAX. .045 SHIM 1/4' MAX. 845 TYPICAL. ANCHORS SEE ELEV. FOR SPACNG METAL STRUCTURE GLAZING BEAD (INSUL. LAM. GLASS) TYPICAL. ANCHORS SEE ELEV. FOR SPACING 18Y W01D BUCKS EXTERIOR WINDOW WIDTH PRODUCT MUM ¢mplrb8 wiarthe dda %Mgt Cade Eagicataw Dole drawing 110. W03 -52 MIAME BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Windows & Door, LLC 601 N. W. 12th Ave., Pompano Beach, Fl. 33069 MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.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 AI-Farooq Corporation, dated 08 -28-02 and last revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Coptro Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Pr g 1 1 IIivq • MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: Exterior (positive) design loads to be limited per sheet 2 of the dra LABELING: Each unit shall bear a permanent label with the manufacturer's �t:,�: a or •go, c' y, and following statement: "Miami -Dade County Product Control Approved ", unle RENEWAL of this NOA shall be considered after a renewal application en no change in the applicable building code negatively affecting the performance this . • tr TERMINATION of this NOA will occur after the expiration date or if there has been a revision oi`-c ange 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, P. E. �u1%1 lRJ t .(f APPROVED NOA No 06- 0327.02 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 Page 1 T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 w/ sidelites. ", sheets 1 through 6 of 6, prepared by A1- 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 FTL -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. Glazing complies w/ ASTM E -2002. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 ‘5tf" 11. LL..t‘aL Ishaq 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 ED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex MG 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 12/16/12. 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 (sheet 1 of 6 ) SURFACE APPLIED FALSE MUNTINS -1 MAY BE USED ANCHORS AT MTG. SDLE ENDS (4) RECD. FOR WOOD INSTALLATIONS 149 3/B' /(2) REQD. FOR CONC. INSTALLATIONS FRAME WIDTH 11' _ 3' !1' 13' MAX. OI lO I 11 HEAD/SILL I I I I - 1 IF ,I — �i1Y;/ u II 1 I © u = == == t = = = == / ,O, /ly II 11 If II ii O u / n / 11 / ;;; O / lI =x f� -- 14 /, -__ Ir_e __. n 11 \ II IN \11 I uO \ \ \ u u \ 11 II LOCFl\ a1 DP1Tl `r -=== t ==Ic= x� 1r1 --_- n 11 II / ACj E / t■ // I ----- dt_ - - -- ;/ 11 II ii I 1 arill11 , 33 3/8' 25 1/2' 25 1/2" 33 3/8' Di. OPG. 1 1/4' DL (P0. 34 1/2' DA- OPG. 34 1/2• CLL. 010. PAIIEL. WIDTH 37 5/8' PANEL WIDTH 71 5/8" 1 1/4' 37 5/8' SIDEUTE WIDTH DOOR FRAME WIDTH ( OXXO ) SE S -230 ALUM OUT —SWING DOOR W/ SIDELITES D00RS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THIS PRODUCT I-IAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REODUffMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EIXRON INCLUDIAM HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHAWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONOITNONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERWIS NC LU NG BUT NOT LIMITED TO S METAL STREWS, THAT COME INTO CONTACT WITH OTHER 01551MRAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. SIDELRE WIDTH 5' MAX. HEAD/S21 CORNERS r TYPLCAL ELEVATION ANCHORS AT MTG. STILE ENDS (4) REGD. FOR WOOD INSTALLATIONS (2) READ. FOR CONC. INSTALLATIONS\ 71 5/8' SURFMI AFPUED N1INS MAY BE USED FRAME WIDTH 8' 13' MAX. — • K / ii / 11 / :r © / t = x== fc = = == /;/ 1 ./1 L- L - - - -= \\ u it u \u IN -AlNE }}I}}t\ 11 \ ((T Iii \ Y\ ' �1 \ \ n \ ii \ 11 4 iN u \ === .4-.= .11 ,/\ _ ' it // t✓ AC I;NYE / II / II / ii — �i1Y;/ 0-- 26 5/8' D.L. OPG. 34 1/2' SEE SHEET 2 FOR GLASS TYPES AND DESIGN LOAD CAPACITIES. PANEL WIDTH 28 5/8' ( XX ) 01. OPG. 34 1/2' PANEL WIDTH 5' MAX. HEAD /SILL CORNERS P. Ik reopiXT R ED assolqbhis wh11CF1adAa MMus Code Aaepmeoe No at-4127• Dy End/vim Datept*C342011.- By ICA4/41.diattic lewd D ion LAMINATED GLASS LARGE MISSILE IMPACT Ellgr 4R. HIALAYOUR /) FAR= STRUCTURES FIA. PE C,A& 20 a s. Ic 1 drawing no. W02 -77 DESIGN LOAD CAPACITIES — PSF FOR S1ZES SHOWN BELOW OR SMALLER / / GLASS TYPE 'A' GLASS TYPE 18' EXr. ( +) INT. ( —) EXT. ( +) INT. ( —) DOORS W/O SIDELRES 80.0 90.0 90.0 90.0 DOORS WITH SIDEUTES 80.0 90.0 — — FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED UNIT EXTERIOR( +) LOADS AS FOLLOWS 1 -5/8' THRESHOLD = +53.3 PSF 2 -5/8° THRESHOLD = +80.0 PSF 3- 1 /2"THRESHOLD = +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 DCA05— DEC -219 OS OS m 37 7/16• MAX. (X) 71 5/8" MAX. 78 1/4• MAX. 115 3/16' AWL / / / M .. I \ / i \ \ \ I \ ( (XX) (OXO) 110 1/2' MAX. (XXO) (OXX) 115° MAX. / / I \ LW (XXO) (OXX) 115° MAX. (XOX) 149 3/8' MM. (OXXO) APPROVED CONFIGURATIONS 0.460" OVERALL LAM. GLASS GLASS TYPE 'A' (SIDEUTE) 0.480" OVERALL LAM. GLASS GLASS TYPE 'A' (DOOR LEAF) 0.455" OVERALL LAM. GLASS GLASS TYPE 'B' (DOOR LEAF) GLAZING OPTIONS FigP: 0 HUMOUR FAV1000 T t C.AN. 3838 IODVCFRENEIWFL arsarpyingw9Bdr. K idn BM* Code Esidnaw DBhp/$.76 74.2, drawing no. W02 -77 sheet 2 of 6 ) / \ / (XOX) 149 3/8' MM. (OXXO) APPROVED CONFIGURATIONS 0.460" OVERALL LAM. GLASS GLASS TYPE 'A' (SIDEUTE) 0.480" OVERALL LAM. GLASS GLASS TYPE 'A' (DOOR LEAF) 0.455" OVERALL LAM. GLASS GLASS TYPE 'B' (DOOR LEAF) GLAZING OPTIONS FigP: 0 HUMOUR FAV1000 T t C.AN. 3838 IODVCFRENEIWFL arsarpyingw9Bdr. K idn BM* Code Esidnaw DBhp/$.76 74.2, drawing no. W02 -77 sheet 2 of 6 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY CR 28Y WOOD BUCKS TYPICAL. ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS 1BY OR 28Y TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY TM WINDOWS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4' DIA TAPC0 BY ELcO INTO WOOD STRUCTURE 1 -3/4' MIN. PENETRATION INTO WOOD THRU 18Y 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 DRILLING SCREWS (GRADE 5 CRS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (8083 -75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPIC*L EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO W000 STRUCTURE = 1' MIN. INTO METAL STRUCTURE @ 3/4' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING ow PIECE SILL ALTERNATE TO 1WO P1ECE_SILL AT LEFT 3 ROWS REQD. FOR DESIGN LOADS ABOVE +80.0 PSF SMS AT 12" O.C. 3 /8'K 38' 1/2' FROM SILL ENDS AL TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT RENEWED •__ARAMMAE with the Florida masinft Cede Rweeptartee spHde Date p Z T.1,0a A $ a a g ip S drawing no. W02 -77 sheet 3 of 8 FLUSH BOLT AT INACTIVE LEAF FLUSH BOLT AT ACTIVE LEAF 1 1/4 TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTION #t EXTERIOR IN— ACTIVE LEAF I C ACTIVE LEAF SEE NOTE ABOVE LOCK OPTION #2 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX 1/4' MAX SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING sheet 4of 6 1334 1.p -2129 ITEM / mu # QUANTITY' D88ClOPPION MAT11RfAl. ITANF. /eOPPi.[SR/69MAS66 {x �. /�!� 'Y N g -� 1j a 3.W0 —+i[ ,per I 1 TY_78A 1 FRAME HEAD 9083 -76 - LS00 2 ,.1V 2�ig 1 FRAME S9.L 8083 -76 - 'Z 0 F O. 2 O 11 m EL G A a Q I I` 1 ,l'. 87 „zry} 0.310 129 GW 37888 CENTER HINGE 0572 GW 37319 1 ALT. FRAME 541. 6063-78 - y»3 1.594 LS25 2B 14784 1 ALT. FRAME SILL 6083 -75 - LLfI 3 GW 38572 2 SIDEUTE FRAME 6083 -78 - 1.600 3A 111175 2 DOOR JAMB 6083 -118 - I° -1.1348 4 ow 36048 1 PANEL LOOK STILE 908.3 -15 - FRAME HEAD TM-038 FLUSH BOLT GUIDE GW -27846 p— a2S 5A 1 ALT. PANEL LOCK STILE 6083 -18 - S 388 ,A9 38935 1 PANEL HINGE STILE 6063 -15 - 0248 0'�2 OW 37889 -A OUTER HINGE HINGE PIN 6 111-081 2 PANEL TOP/BOTTOM RAIL 6083 -15 - - 2128 7 GW 31828 4 WEATHERSTRIP ADAPTER 8083 -T5 END OF DOOR STILES (TOP/BOTTOM) 8 GW 376882 2/HINGE ASST. 1M OUTER BUTT HINGE 6083 -76 DOOR PANEL/FRAME HINGE 5156 3.000 l 1.012 9 GW 33888 1/HINGE ASSY. TM CENTER BUTT HINGE 8083 -T8 000R PANEL/FRAME WAX SIDE i. y 10 GW 32222 2 DOOR LOCK INSERT 6083 -15 LOCK STILE 11 - 2/ LEAF 3/4 x 1 1/4 x 3/4 x 1/8' THX. GIP ALUMINUM 3 LONG - .662 1.843 1.843 12 2/LEAF TM FLUSH BOLT ASSEMBLY ALUMINUM DOOR (.002 STILES 16 4037 AS REOTL 'ULTRAFAB' CENTFRFIN WOOLPILE WOOL LOCK STILES, JAMES, HEAD. SILL 3.6� 17 OR 27848 2 /LEAF FLUSHBOLT GUIDE, 2' LONG 8083 -T5 LOCK STILES ENDS (TOP /93111010) t ` >g•' Ig 6 I 1 g `, 1 �1 �Y°, 0) y O raj a"d,_, C "t 1 �41� Z Q Q U 3 m p ^. n Z '� *z* D- S cp 42 C '1 F - 1550 - •10 % 5/8� HINGE CAP 'H' SINS f10 x g /a' ReHLr SINS 18 - 1/ HINGE 7/324 HINGE PIN STEEL. AT EACH HINGE ASSEMBLY 1.506 20 - AS REOD. 010 x 1/2' F.H. UNDERCUT SINS. STEEL AT FLUSH BOLTS O=ELITE FRAME GW 38572 DOOR JAMB ® 114775 21 - 2/LE11F 1/2'0 THREADED IUD, WAS HER &NUN' SIEEI. TOP/BOTTOM END TADS 22 SfliffS 400 1 KWIKSET 10408LOCK - ACTIVE LEAF 23 SERIES 600 1 KWIICSET DEIIDBDLT ACTIVE LEAF y�4 I'mIm' W� T� '''� 24 - 2 /HINGE ASSY. HINGE BUSHING PLASTIC H10812 ASSEMBLY .7� 25 - 38 OUSE PLUG (OPTIONAL) 7Ul470 DOOR JAMB INSTALL SCREW HOLES % �� 7S - I 7'� 28 - AS RECD. f10 x Y P.H. SINS. (ASSY. SCREN) STEEL ODOR FRAME M808ERS/IRII.L CLIPS .375 3AOO ,, .629 27 - 2 /HINf,E ASSY. HINGE CAP PLASTIC HINGE ASSEMBLY WEATHER-STRIP ADAPTER GW -31828 29 1 SILL ADAPTER (1' % t' X 1/18' TUBE) ALUM _ -..... __._. 30 1 SOL ADAPTER (1/2' X 1' x 1 /18' TUBE) ALUM - W ° mmm ° ° 2� 31 TM-075 1 1002 5N.E REIM'ORCEYENT 6083 -T5 FULL LENGTH • 0002 LOCK STILES J4 114-0942 2 MULLION 6083 -15 BETWEEN 0002/�DE LITE JAYBS ,3B$ .675 AIS 35 GW 31958 4 MASS STOP 8083 -T5 S LTE ,HAZING PERMETER I h -- DOOR TOP & TM 37 9W 38737 OPTIONAL O.0. DECORATIVE MOULDING 6083 -Tg DOOR PANEL PERIMETER LTgO BOTTOM RAIL 081 HINGE ASSEMBLY 37A TM -1554 OPTIONAL. 00, OECORATTVE MOULDING 6083 -78 PANEL PERIMETER C —� r-- 3.375 -1 I I E 9 0 5 280 © DECORATIVE A 38UOULDING 4.753 4,753 262 ...^ A� ,fig - - 1137 3500 262 L ________•_ �II L7S0 i I � 1- p-.�0 f°' I I _ 7S0 1.780 '640�w ytg0 .750 ].000 I' A6E - - 222 _ 489 -.i 1+.332 DECORATIVE MOULDING TM-155A ` I 4A00� LEAF STILE GW 36048 t A m °E ..PP__I I f- 3486 —°I DOOR HINGE STILE GW-36.935 SILL ADAPTERS 4 DOOR O 1- 4000 ^1 ALT. DOOR LEAF STILE' 74172 g - MUWON TM -0542 v c < m .900 -1 r_ I PMODUCTRENEWED ee —.— 7 F�L ; .--..-2 �' a .* 1.157 4180f.- 3.790 L69S 280 S >a97 I , 12,E .600 429 2500 obz Ems" OR. H 72500 STRUCTURES F C,A V:57 2 d_ 7fiDF Coda �� 7 }/� b40 +° ) 6 .062 �� I �— �C 1.994 Li ��1I�� (Il �tF-1 — I 262 �0°° irr I �� 2593 d 11 d I y0S4 gy S� ,� ' � (�� 4._. 0--^1 .125 a, LOCK STILL TMRENFORCEMENT c dTCwing no. W02 -77 ASS GLASS STOP GW -31956 STD. FRAME SILL GW -28615 ® 3000 --� ALT.FRAM3 9 SILL ® 3200 ALT. FRAME SILL (sheet Sot 6 ) SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SIUCONE. HINGES; 7 -5/8" LONG ALUM BUTT HINGES, AT 11' FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS; OPTION #1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXIEBOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK SOLE, 48' FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39 -1 /Y FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(OX) DOORS, (2) AT SINGLE(X) DOORS OPTION $2 MULTI —POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34 -1/2" FROM BOTTOM OF ACTIVE LEAF LOCK SOLE FASTENED 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 l/2 FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10 -1 /2" & 76 -1/2' FROM BOTTOM FASTENED WITH (2) a8 -32 X 1/Y FH MS (RUSH BOLTS AT TOP a BOTTOM OF ACTIVE MD INACTIVE LEAFS TD BE ENGAGED DURING PERIODS OF HURRICANE SWING) FRAME TOP CORNER SIDELITE CORNER .A<Z›, FRAME BOTTOM CORNER Fxgr. ON. FAR000 s RucTuRES RA. PE !1959_ __ C.A.N. CA PRODUCT RENEWED rcowp6I8E WK616e Florida 'Wing Code MOVIOCII Nedt•,el27 Py lesplonlon Doe pre 24,/v12. µ C�G MO. z RI og F 0 A 84 8 0,, i I • drawing no. W02 -77 sheet 8 of 6 MIAM COUNTY 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.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 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- Farooq Corporation, signed and sealed by Arshad Viqar, P.E., bearing the Miami DO , un + Product Control Revision stamp with the Notice of Acceptance Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resist LABELING: Each unit shall bear a permanent label with the manufac nat e or ogoo, ci state and following statement "Miami -Dade County Product Control Approved{ , , es qwe a h ein. RENEWAL of this NOA shall be considered after a renewal apphcatfup i s�l�een liletl 'has been no change in the applicable building code negatively affecting the perfoi nan TERMINATION of this NOA will occur after the expiration date or if there has been a reviion 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 # 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. 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 Vigar, 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. FTL -4891, dated 04 /13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 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. FTL-4890, dated 04 /13/06, signed and sealed by Edmundo 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 Man 1 Pe z, P.E. Product Contro 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 IIIG 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 5 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. FTL -5404, issued by Fenestration Testing Laboratory, Inc., dated December 19, 2007, signed and sealed 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.I., approved on 06/05/08 and expiring on 05/01/13. E -2 Manuel Pe .E. Product Control > > er NOA No. 09- 1015.02 Expiration Date: May 01, 2013 Approval Date: January 27, 2010 SURFACE APPLIED FALSE MUNTINS OPTIONAL SNUBBERS (2) FOR wow. FIT. UPTO 48' (.3) FOR WOW. HT. UPTO 72' 3 4' M X. HEAD /SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE at 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 VELOCITY HURRICANE ZONE (HVH2). 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 CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE I5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERWS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 14 3/8' MAX. HEAD SILL SINGLE VENT WDW. CONCEALED HINGE D.1. OPENINGS 010 HT. a AVOW. HT - 7.5' DLO W. (SINGLE VENT) = WOW. w - r DLO W. (DUAL. VENT) a WM. W/2 - &125' OVAL VENT WDW, LOCKS AT SASH (2) FOR VOw. HT. UPTO 48' (3) FOR WOW. HT. UPTO 72' Eng,: MLSHRD VICAR CNA F1.*. LAM3 88 88] 3538 AUG 3 1 2009 LAMINATED GLASS LARGE MISSILE IMPACT S■ 1 ■ 1 k 5 drawing no. W06 -30 sheet 1 of 6 DESIGN LOAD CAPACITY - PSF FOR ( X ) SIZES DESIGN LOAD CAPACITY - PSF FOR ( XX ) SIZES � WINDOW DIMS. GLASS TYPE 'C' GLASS TYPES T. 'D 14 'E' WINDOW DIMS. MASS TYPE 'C' MASS TYPES '8'. 'D & 'E' $OW CO DOW CORNING 999 TREMCO TREMGLAZE 500 3/16' ANN. GLASS DOW CORNING 995 .015' URETHANE ADHESIVE TREMCO TREMGLAZE 500 .070' LNTERLAYER 3/16' ANN. GLASS 'RAF -GEAR' POLYCMDOWITE .120' INTERIAYER UVEHOL -U0 RESIN {�V WIDTH HEIGHT EXT.( +) 1NT.( EXT.( 1 19 -1/8' 26 -I/2' 37' it) . 820 -) 62.0 +) 80.0 INY.(-) 80.0 990TH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) AL-FAROOQ CORPORATION ENOINEERS & PRODUCT DEVELOPMENT 3.233 S.W. 87 AVE MIAMI. FLORIDA 331T4 TEL (308) 2844100 FAX. (308) 2824978 COMP- ANL \W0( 26 -1/2' 37* 53 -t/8' 74' 26' (2) 62.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 62.0 62.0 80.0 ESA 62.0 62.0 80.0 80.0 62A 62.0 80.0 80.0 19 -1/8' 26 -1/2' 37' 38-3/8' (3) 62.0 62.0 80.0 80.0 62.0 82.0 80.0 80.0 62.0 52.0 80.0 80.0 26 -1/2` 37' 53 -1/8' 74' J8_3 /g• (3) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 60.0 .015' URETHANE ADHESIVE 3 /18' ANN. CLASS 3/16' ANN. GLASS I9 -I /8' 26 -1/2" 37' S/ 8' 62.0 92.0 80.0 80.0 62.0 62.0 80.0 80.0 n m O'',I�I � (.F, ,i 62.0 62.0 60.0 80.0 62.0 62.0 80.0 60.0 SILICONE OOW CORNING 995 TREMCO TREMCLAZE 500 s SILICONE 62.0 62.0 80.0 80.0 26 -1 /2' 37' 53 -1/8' 74' (4) 62.0 62.0 80.0 80.0 19 -1/8" 26-1/2' 37' (5) 62.0 62.0 80.0 80.0 81A 62.0 epp 80.0 1 O \' ��(�I I` DOW C CORNING 995 TREMCO TREMGLAZE 500 62.0 624 80.0 80.0 82.0 82.0 80.0 80.0 Ir TI I, I 82A 62.0 80.0 80.0 82.0 62.0 80.0 80.0 19 -1/8' 26 -1/2' 74 -1/4' (6) 62.0 62.0 80.0 80.0 28 -1/2" 37' 53 -1/8' 74' 83• (5) 62.0 62.0 130.0 800 82.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 30' 74- 1 /1'(6J 62.0 80.0 80.0 .r I 624 62.0 87.9 67.9 , /6' 24' 30' 38' 24' (2) 62.0 82.0 62.0 61.D 62.0 80.0 80.0 80.0 80.0 48.8 48.8 48.8 48.8 I rali SERIES 515 ALVMINUN CASEMENT WINDOW (4MJ.)] TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL (954) 781 -4430 FAX. (954) 781 -5078 26 -1/2' 37' 53 -1 /6' 74' 72• (6) 82.0 62.0 80.0 80.0 62.0 820 800 80.0 62.0 62.0 65.4 65.4 GLASS TYPE '8' GLASS TYPE 'C' 62.0 62.0 80.0 80.0 454 45.5 45.5 45.5 18' 24' 30' 38' 36' (3) 62.0 62.0 80.0 80.0 32.7 32.7 32.7 32.7 OOW CORNING 995 SILICONE TREMCO TREMGLAZE 500 GE RG57700 3/16" HEAT STREN'D GLASS ' 3/16' ANA. GLASS .120' INTERLAYER .090' XNTENBAYER UVEX61 -U0 RESIN SAFLEX 910 BY SOLUTIA 620 624 80.0 80.0 24' 36' 48' 60' 72' 24" (2) 82.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 60.0 80.0 18' 24' 30' 36' 48' (4) 62.0 620 800 80.0 620 62.0 80.0 80.0 62.0 62.0 80.0 BOA 62.0 62.0 800 80.0 62.0 62.0 80.0 50.0 24' 38' 48' 60' 72' �. (3) 62.0 62.0 80.0 80.0 62.0 62.0 804 80.0 132.0 624 800 80.0 16' 24' 30' 3B' �. (g) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 62.0 8D.0 BOA 62.0 62,0 80.0 80.0 62.0 62.0 80.0 80.0 820 62.0 80.0 800 24' 36' 48' 80' 72' �• (4) 62.0 620 80.0 800 s n 3/16' HEAT STREW° GLASS 3/18' ANN. GLASS 18' 24' .30" 36' �. (9) 62.0 62,0 80.0 80.0 62.0 62.0 62.0 62.0 80.0 80.0 80.0 80.0 QQ.. SILICONE F DOW CORNING 995 i t 62.0 620 80.0 80.0 Y+ $ X7700 JI U0(1d3I399p 0 n A H M 1 620 62.0 80.0 80.0 62.0 62.0 80.0 80:13 0',I \ _ s, �` TREMCO TRENCLAZE 500 9 !All CE 62.0 62.0 80.0 80.0 62.0 62.0 800 80.D ' I �� ^ ' 16' 24' 30' �" 72' 62.0 62.0 8D.0 800 24' 36' 48' 60' 72' �. (g) 82.0 82.0 80.0 80.0 620 620 60.0 80.0 62.0 62.0 80.0 80.0 62.0 82.0 813.0 80A 82.13 82A 800 80.0 62.0 620 80.0 80.0 -.. .' 62.0 62.0 69.8 69.6 Irak 37' 72" (6) 62A BZO 80.0 80.0 58.0 58.0 58.0 �.0 riii () . NO. OF ANCHORS PER JAYS WINDOW W. WINDOW WIDTH 24' �" 48' 80' 72" 63' (g) 82.0 62.0 80.0 80.0 }' C m olm= a.m. 4 Ti IS N 62.0 62.0 80.0 80.0 GLASS TYPE 'D' GLASS TYPE 'E' 02.0 624 75.2 79.2 80.2 602 60.2 60.2 GLAZING OPTIONS ' i�- �_*__-� / \ \ \ • \ II \ � 1 4 \ I / / / it / o 1/// i MI 50a 50.4 50.1 24' 313' 48' 60' 72' 72" (6) 62.0 82A BDA 86.0 2 S ^S�. S Ll $ • 3 3 Y \ \ \ I II I' 62.0 62.0 87.2 1372 50.4 50.4 50.4 50.4 NOTE: r L?W. „ C.A.N. 25.11 AUG 31 2009 moot= REVVED M40.P7y19D RR6 the fled* lAddiag Code Accepts= ,i • :Pl1G %'%3 ,.„ , ..%1r �7- 40.3 40.3 40.3 40.3 33.6 33.6 33.8 33.6 () . N0. OF ANCHORS PER JAMB GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-02/04 IO (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION X XX drawing no. W06 -30 DECLARATORY STATEMENT DCAOS -DEC -219 APPROVED CONFIGURATIONS J (sheet 2 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING LN1Yi -LADE COUNTY APPROVED NUWON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL. ANCHORS SEE ELEV. FOR SPACING 'TYPICAL ANCHORS SEE ELEV. FOR SPACING W000 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 SPACING I/- D1A. ULTRACON BY 'ELCO' (Fu.177 KSI. Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SCREWS (GRAM 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MUWONS (MIN. THK. _ .0901 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/2" MIN. INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = i/2" MIN. SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING BUTT HINGE OPTION CONCEALED HINGE OPTION FRAME 1.889--- - F-- 2.241 0 • .831 1.224 --1 VENT GLAZING BEAD : GLAZING TUBE IMPOST ITEM PART 9 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER/RENARK9 1 GW37528 4 FRAME 6063 -T8 - 2 CW37526 4 VENT 6063 -T6 - 3 GW37524 1 IMPOST 6063 -18 - 4 TM145 AS REQD. GLAZING BEAD 6063 -16 - 4A - AS REGD. GLAZING TUBE 8083 -16 - 5 910 X 1 -1/4' 2/ CORNER FRAME/VENT ASSEMBLY SCREWS ST. STEEL PH SMS 6 SW27713 - CORNER KEY ALUMINUM - 7 - - CORNER KEY (3 X 1 X .062' CHEVRON) ALUMINUM - 8 - - CORNER KEY (3 X 11/16 X .062' CHEVRON) ALUMINUM - 9 - - CORNER KEY (3 X 1 -3/8' X .041' CHEVRON) ALUMINUM - 10 2230 AS REGD. FRAME & VENT W'TRIPPING RESEAL - 11 GW37521 AS RE00. BUTT HINGE INTERIOR (FASTENED W/ (3) 910 6 3/8' PH SMS) ALUMINUM - 12 GW37522 AS RE00. BUTT HINGE EXTERIOR (FASTENED W/ (2) 910 X 3/8' PH SMS) ALUMINUM - 13 23 -85 -32 - R0T0 OPERATOR (FASTENED W/ (4) 010 X 3/8' PH SMS) - TRUTH 14 24 -11 -32 AS READ. LEVER TYPE CAM LOCK (FASTENED W/ (2) 010 X 3/8' PH 5M5) - - 15 21089 - STROKE KEEPER (FASTENED W/ (4) 98 X 1/2^ TN SMS) - TRUTH 18 30238 AS MOD. KEEPER (FASTENED W/ (2) 910 6 3/8' PH SMS) 17 300 SERIES 2/ VENT 3 BAR CONCEALED HINGE (FASTENED W/ (2) 010 X 3/8' PH 51AS) ST. STEEL AT SASH TOP de BOTTOM 18 58001/58002 3/ VENT 4' LONG SNUBBER (FASTENED WITH (2) 98 X 1/2' HEX H SD SCREWS) ZINC AT HINGE RAIL 1.978 CORNER KEY 2 3.000 2.121 1.375 2.121 I I 2.121 CORNER KEYS 0,59: ARS1913 'MAR CN1L CAN. 3538 8 FABBUCT REM O, a maplesgwMb the WW18r IkAkilosCodv App r'L. n, bperad 8Dam 21.1r///,, 66 Xe h gin • a .2 0 8 k a drowing no. W06 -30 (shoot 5 of 6 ) drawing no W06 -30 (sheet 6 of 6 )