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BP-04-1157Miami Shores Village Department of Code Enforcement Building Inspection This certificate issued pursuant to the requirements of the International Building. Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use For the following: SALLY RODRIGUEZ Subdivision/Project Bldg. Permit No. Contractor Date Issued BP20041157 OWNFR RUll PFR 8/16/07 9406 9 Avenue NE Miami Shores Village FL 33138- Not Transferable POST IN A CONSPICUOUS PLACE BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 PERMIT APPLICATION FBC 2004 BY: Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) 54ny sf �lP�o Owner's Address q-/0c9 NE City Gt Fr1 � 5i',0 r' e S State R_ 756.8972 Permit No. v:47 20 -I US I Master Permit No. Plumbing Mechanical Roofing Roclt+oke Z Phone # 30S• 757 10(o 0 Zip 2138' Tenant/Lessee Name Phone # ,lob Address (where the work is being done) S'twt �. City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO 'RA Contractor's Company Name al y , p i et Vt Z.,. Contractor's Address 9I/ 6 N E. I A-,E... City hlti.vI ,t ShO fe S State P L Qualifier Name Phone # 3bs. 751-106 o Zip Phone # 3313 y State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ IS/ 660 Square / Linear Footage Of Work: Type of Work: FjAddition ['Alteration ONew [' Repair/Replace [' Demolition 44 -5 , re 4 44'dit.s,` --' Describe Work: CiwtS\i■ tivd k?ls, * * * * * ** * ***,r **** **** ** * *** **** * **** ** ** Fees, tau * * *, * * * *,t****, * * * *** *, * ******* * **x*** * ** ** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side --* Bonding Company's Name (if applicable) Bonding Cor'npany's Address City State Zip Mortgage L'ender'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. "WARNIN TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING CE 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 oc rs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a a reinspection fee wil be charged 0")11.1i Owner trument was 2041(( b who is perso sally known to me or who has p oduced Signature Contractor .The foregoing instrument was acknowledged before me this yof ,20 ,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY As identification and who did take an oath. C: ct. 'CPfl � PGe. :V (f 1 Sign: t` .d►�ft. ,_ "mmiss o arge,S Sign: Print: ' W ,290 13 6„ �, � Print: My Co 1111 ssion Expires: 311 tir Mond Co , inc. My Commission Expires: NOTARY PUBLIC: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) iv iam.1 - ores v i rag D U11Ulll 1,G�1C11 1.111L�11L � - tiQto (f° MOM3WE Change of Contractor APR 1 9 2006 I Permit No. 2001( US 3 BY: Owner's Name (Fee Simple Title r) SO4I1 y Net 1Z.bAnte Z Phone # 3b S 7S1 IO ‘ 0 Owner's Address 940 t) City rtvo/siv.A. S14 ov'e i State zip 53138' Tenant/Lessee Name Phone # 30S 757 /0' 6 0 Job Address (of where the work is being done) 54 hi 'e City County Zip Legal Description Hcaf IC i\ c e. �/-c-t - 1C.(16 Contractor's Company Name Phone # 36s 757 No 0 Contractor's Address City State Zip Qualifier Describe Work: Ch.% i. ifA *ICI{ I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. Owner gent The foregoing instrument was acknowledged before me this r 1q Signature Contractor The foregoing instrument was acknowledged before me this G day of �, 1' l , 206(0, by II Z ' day of , 20 _, by who is per 'snally kn. ,1' to me or who has produced who is personally known to me or who has produced NAs identification and who did take an oath. as identification and who did take an oath. Air NOTARY PUB Sign: Print: My Commis ion Empires: '�'`'_��e °o mission 'DD2319, �� My Commission expires: - ' % _F 1''rf's:Ju113,200 Borded TI t; Inc. NOTARY PUBLIC: Sign: Print: ** Rev. 09/19/03) Sally and Diego Rodriguez 9406 N.E. 9th Avenue Miami Shores, FL 33138 Mr. Mark Elchami Innovative Construction Inc. 3240 NW 87th Street Miami, FL 33147 April 25, 2006 Dear Mr. Echami: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • •• ••• ••• ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• laVERVIZI MAY 0 5 2006 ID BY:-- This is to notify you that we are terminating your contract dated 1/20/05. Your work has been untimely and sub standard. We are going to hire a substitute contractor to re do and complete the work we contracted for you to do. Any monies over and above the contract price we will charge you for. We also need a resolution on the issue of our roof tiles. We need all the information( the name of company and the telephone number that you ordered from and the date ordered ) so that we may pick them up when they are received. If you do not provide this or the order was not placed, we expect a full refund of the $13,500.00 collected from us. Please allow this conflict to be resolved in a manner beneficial to all. Sincerely, Sally Duerr- Rodriguez and Diego A. Rodriguez Cc: Jose Losa, JAL Consultants, Inc. Mabel) Vargas, City of Miami Shores Building Dept. Boyce Ezell, Ill, Attorney At Law VILLAGE OF MIAMI SHORES APR 19 2006 BY: OWNER BUILDER DISCLOSURE STATEMENT NT NAME NQU �av, D z • DATE: ADDRESS: Q 4 oo Q l % I b (p h.. tkit Skojc 3313 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease: If you sell dr 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 thatyou must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial �rIti 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I' understand that the building official and inspectors are . not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub - contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate "any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company-or person. Initial 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this /9 day of � , 20 ‘26- who was personally known to me or who has as identification. Produced there License or ,,,��YP- -,, iviabei Vargas `�4' `�� Commission's D2319 ‘7 _ F.redIl. +I;n,ric 5nndin* Co. _ Inc Miami Shores Village Building Department 10050 N.E. Miami Shores, Florida 33138 Tel: t! . i l' 6.8972 y. BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle Permit No. f2)POIPI 11 S 9°' aster Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Ti e older), ,g` /S/ ROAPierve2Phone # Owner's Address //9 {GO6 /y C 94v City "V •49r/ r .72ioe �a S State Go s —i.Q40 Zip ,33/34' Tenant/Lessee Name Phone # Job Address (where the work is being done) 9,106 "I 9 01/ co- City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name Ian Contractor's Address 01E31 S City I1l ° Qualifier Se, 40%00 State Certificate or Registration No. • .; 29_14 c v il.L, State zip 33/df Phone # ),)vi 619 - 75 ? Zip %'1 ( S Ccc ©Sbb6'S, Architect/Engineer's Name (if applicable) $ Value of Work For this Perini Type of Work: Describe Work: Certificate of Competency No. Addition ❑Alteration 491)-o MO",, Phone # Square Footago Of Work: ti El Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees * * * * ** Submittal Fee $ CC) Permit Fee $ Notary $ Scanning $ Code Enforcement $ * * * * * * * * * * * * * * * * * * * * ** 1, CCF $ Training/Education Fee $((4 Technology Fee $ Radon $ I Zoning Bond $ 3e'cr) — Structural Plan Review. $ ece Ifr 30. %o = I' Total Fee Now Due $ ° (Continued on opposite si 313/3 Bonding Company's Name (if applicable) fl Bonding Company's Address City State Zip Mortgage Lender's (if applicable) Mortgage Lender's A s; } ess 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 estimi ed value exceeding promise in good faith that a copy of the notice of commencement and construction lie law brochure wil whose property is subject to attachment: Also, a certified copy of the recorded notice o commencement for the first inspection which occu s seven (7) days after the building permit is issue, In the absen inspection will not be approved an % a reinspection fee will be charged. Signature AA i �A < Signatur Own-,'or Agent The foregoing instrument was ackno edged before me day of i Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 5/10/2005 Building Permit Permit Number: BP2004 -1157 Applicant: DIEGO RODRIGUEZ Owner: RODRIGUEZ DIEGO JOB ADDRESS: 9406 NE 9 AVE Contractor JAL CONSULTANT Local Phone: 786- 292 -2770 Parcel # 1132060020030 Contractor's Address: 10876 SW 2 TERR Legal Description: PL OF 1ST ADD TO MARILYN HGTS Page 1 of 2 PB 41-60 LOT 3 LOT SIZE Fees: Description Amount FEE2004 -9943 Structural Fee/ $50.00 FEE2005 -4408 Structural Fee / $50.00 FEE2005 -5626 Building Fee ' $2,700.00 FEE2005 -5627 CCF �' $54.00 FEE2005 -5628 CO /CC / $50.00 FEE2005 -5629 Training and Education Fee f $18.00 FEE2005 -5630 Technology Fee i $67.50 FEE2005 -5631 Scanning Fee / $60.00 FEE2005 -5632 Radon $13.54 FEE2005 -5633 Builders Bond $300.00 FEE2005 -5634 Submittal Fee ($50.00) FEE2005 -5654 Submittal Fee ($250.00) Total Fees: $3,063.04 Total Fees$3,063.04 Total Receipts: $0.00 \be\ VW 10 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Pttinit Status: APPROVED Permit Expiration: 11/19/2005 Construction Value: $90,000.00 Work: ADDITION Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/12/2005 Applicant: DIEGO Owner: RODRIGUEZ JOB ADDRESS: 9406 NE 9 Contractor JAL CONSULTANT Local Phone: 786- 292 -2770 Parcel # 1132060020030 Building Permit Permit Number: BP2004 -1157 RODRIGUEZ DIEGO AVE Contractor's Address: 10876 SW 2 TERR Legal Description: PL OF 1ST ADD TO MARILYN HGTS Page 1 of 2 PB 41-60 LOT 3 LOT SIZE Fees: FEE2004 -9943 FEE2005 -4408 FEE2005 -5626 FEE2005 -5627 FEE2005 -5628 FEE2005 -5629 FEE2005 -5630 FEE2005 -5631 FEE2005 -5632 FEE2005 -5633 FEE2005 -5634 FEE2005 -5654 FEE2005 -11069 FEE2005 -11076 Description Structural Fee Structural Fee Building Fee CCF CO /CC Training and Education Fee Technology Fee Scanning Fee Radon Builders Bond Submittal Fee Submittal Fee Structural Fee Building Fee Amount $50.00 $50.00 $2,700.00 $54.00 $50.00 $18.00 $67.50 $60.00 $13.54 $300.00 ($50.00) ($250.00) $50.00 $35.00 Total Fee3,148.04 Total Receipt3,113.04 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Total Fees: $3,148.04 Permit Status: APPROVED Permit Expiration: 1/25/2006 Construction Value: $90,000.00 Work: ADDITION Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILD PERMIT APPLICATION FBC 2001 Miami Shores Village uilding Department 50 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Permit No. Master Permit No. Hsi Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Sally DIe&ro vi 2— Phone # 30 S 757 / o ‘? 0 Owner's Address ;'. 94O( City ittASh6S State C Zip 33/3g Tenant/Lessee Name Phone # — Job Address (where the work is being done) 3f 0 6 N-E q City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO >C Contractor's Company Name 13, Phone # Zip 3313 S' Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Kell TCYV (46-0' Architect/Engineer's Name (if applicable) 11 Glfrir-P t /mbht 1 Phone # 9, tg 77 6 $ Value of Work For this Permit 3 c Square Footage Of Work: 2 /C--e" Type of Work: Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: Ce'A./1) S //e ..y el/ 7e4 Grp 6130 * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * *** ** * ** * ***** *** ** * *** ** Submittal Fee $ 2 b '® m Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ -50 1",32' ®-14/i 2' 1t' Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address • a.. City State Zip Mortgage Lender's Name (if applicable) w- Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed . to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT; I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20 , by , day of ,20by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: 1 , tiC/ Z/i 4- $irMtZJ Chc 05/13/03 Plans Examiner Engineer Zoning THIS INSTRUMENT PREPARED BY AND RETURN TO: RICHARD A. GOLDEN, ESQ. KRAMER & GOLDEN, P.A. 12000 BISCAYNE BLVD., SUITE 500 NORTH MIAMI, FLORIDA 33181 307 -00P WARRANTY DEED (Ind. - Ind) (Statutory Form - Section 689.02 F.S.) I]EC. 1 W 183pCJ 105 REC.. This Indenture, made this 26th day of June, 2000, between JAMES J.D. INK and LYNN C. INK, HIS WIFE ` , P hereinafter called the Grantor *, and whose post office address is DIEGO A. RODRIGUEZ AND SALLY DUERR RODRIGUEZ, HIS WIFE whose post office address is 9406 NE 9 AVENUE, MIAMI SHORES, FLORIDA 33138, hereinafter called the grantee *. WITNESSETH: That said grantor, for and in consideration of the sum of TEN AND NO/100 ($10.00) Dollars, and other good and valuable consideration to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Dade County, Florida, to wit: fr) 'a ra i co 0 Property Folio No. : 11- 3206 -002 -0030 DOCSTPDEE i►230.00 SURTX 0.00 HARVEY RUM, CLERK DADE COII9TY, FL Lot 3, of FIRST ADDITION TO MARILYN HEIGHTS, according to the Plat thereof as recorded in Plat Book 41, Page 60 of the Public Records of Dade County, Florida. Subject to restrictions, reservations, easements and limitations of record, if any, provided that this shall not serve to reimpose same, zoning ordinances, and taxes for the current year and subsequent years. Said grantor does hereby fully warrant the title to said land, and will defend that same against the lawful claims of all persons whomsoever. * "Grantor" and "grantee" are used for singular or plural, as context requires. In Witness Whereof, Grantor has hereunto set grantor's and and seal theme- =y and year Signed, sealed and delivered in our presence: Pnntlrype name of Witness STATE OF Florida COUNTY OF Miami -Dade oRDED IN OFFICIAL RECORDS BOOK LYNN C. INK oFGA *c:0 , FLORIDA. RECORD VERIFIES HARVEY RUVIH cLE iM eiof3uir 6OURT The foregoing instrument was acknowledged before me this 26th day of June, 2000, by JAMES J.D. INK and LYNN C. INK, HIS WIFE, who is personally known to me or who has produced VALID DRIVER'S LICENSE as identification and who did take an oath. (SEAL) (Signature) Commission No. (Name of Notary typed, printed or stamped) TAX IDENTIFICATION NUMBER INFORMATION SALLY DUERR RODRIGUEZ TIN # O/ i iIll(V1 1.07 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. l (iQ 151 TAX FOLIO NO. 11-'3/411-00Z- 0030 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. 111111111111111111111111111111111111111111111 CFN 2005R015027 OR Bk 23084 Ps 04669; (1As) RECORDED 02/14/2005 15°580`. HARVEY RUVINp CLERK OF COURT IIIAIII- -DADE COUI'ITYr FLORIDA LAST E'^i E: Legal description of property n 1P A 3 3 g p p py -..rty and street/address: (� 4 o 6 1 ft,� C� � � _ � � ��('�„ � , � 1 � ( p • Lt 3 t 6� i^t'rs1` 04.aa; hob, meivaYr, 11��"JUI� iS?Ys�j'13/� ©*L eA q �" O t a,, 1v a�� k e la r eNatitc- 1 (o yc, 6 o s t" 4,. Ci o4 2. Description of improvement: Al w.:14)ti Life 3. Owner(s) name and address: Sc\ e et,A Ike yl YAP Cs0.7_, Interest in property: f") VAR_ Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required Name and address: Amount of bond $ STATE OF FLORIDA, COIJr4 r OF C1Ar)E `';', c!P• by owner from contractor, p� p,,— .,- -- CERTFY U10 0715 is a t a 01 the t% 1 r ' r_ nrgi^�,,ec in this office on /dad 01�.. _�; t /�' °" - - , 1.O ?0 !`j', �iP 0'7-NEW trr han7> fla CP ►icia! Seal, V 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner u provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: MAW Imo' r om •tires or other documents may be served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: n 9. Expiration date of this Notice of Comme different date i specified) A I_ ► /`► i Signatur- of Owne Print Owner's Na Sworn to and subscribed ement: (the expiration date is 1 year from the date of recording unless a Notary Public Print Notary's My commi 123.01 -52 PAGE 4 8/02 ion ex ,2012 g `' 61111 Address: 3 G �{ a I "V `Jr etv �. � n'Oco4tA' y.1 33147 Gollaville Krishna P.E. #41516 2032 S.W 104 avenue Miramar Florida Phone (954)'441 -0900 Location: 9406 NE 9th court Miami Shores Florida 33138 To:City of Miami Shores Building Official Dear Sir, October 7, 2005 Process #BP041157 In reference to the two -story addition that is being constructed at the above location, I conducted a reinforce masonry, framing/bracing inspection, and determined that the structure does meets the Florida Building code. The reinforce masonry, framing/bracing also coincide with the permitted plans. AAL.,:vt...,___0„ittiLeiv5 . . 4.151( Gollaville Krishnna P.E Miami Shores Village Building Department 10050 N.E.2nd .. c s. lorida 33138 Tel (0 ►`f';. ,,f�i ��! kis, 7'...8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Electrical Permit No. aster Permit No. in Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 5c ,113 g6 4r,'%ve Phone # / 820 Zq9- 7 c�j c� Owner's Address C11 g) 6 av City re\‘11/441144,_< State % ) Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Zip Phone # County _Miami-Dade Zip ,'PTO win 15 Contractor's Company Name A ll. 4,(3a -44 Phone # O R O, 2i9 IS S-0 Contractor's Address City State ' Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: dition DAlteration ONew ❑ lace Re air/Re p p ❑Demolition Describe Work: Submittal Fee $ ED•Fermit Fee $ ' ✓ • CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Code Enforcement $ Total Fee Now Due $ Structural Plan Review. $ (Continued on opposite side) Bond $ i d cash ptjG 0 3 PAID Bonding Company's Name (if applicable) F, . Bonding Company's Address City State , Zip Mortgage Lender's Name (if applicable) u , Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT, WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first, inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: * * * * * * * * * * * * * * * * * * ** ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** * * * * * * * * * ** * * * * * * ** agiO 11441 50-e Otte , osile ..041g itk Plans xaminer APPLICATION APPROVED BY: Chc 05/13/03 gc05 Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 40- Job Name STRUCTURAL CRITIQUE SHEETra.55-e5 D /)iijf ol rai tv r rs $ And Cal s f U'71 be reviewed axe( ua/prciveet'r5 I 1 5 c 4 irn d'e s) i iP7ieiiI" /L7 proJ ec/- n9fi4eer eY'r Amh /eci 1 iI ' /he 7 " ; - a s Ceenpan 7_`s Engineer hay sealed ihe s' d4 sa Pre eci &I79'ri. ,ezevve— ,ulna /rare dee5 /lei have 16 be sealed, Inspection Date: 08/16/2007 Inspector: Grande, Claudio Owner: RODRIGUEZ, SALLY Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 9406 9 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JAL CONSULTANTS INC Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: Addition Phone Number (305)757 -1060 Parcel Number 1132060020030 Lot: Phone: 786- 292 -2770 Building Department Comments ADDITION 6 1 7 .41'1 . Passed I 67 Inspector Comments Termite treatment final in the file. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, August 15, 2007 Page 1 of 2 inspe i$ :Jl'::i►:Y::ilt }L Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/13/2007 Inspector: Dacquisto, David Owner: RODRIGUEZ, SALLY Job Address: 9406 9 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: JAL CONSULTANTS INC Permit Type: lm rtes Permit Inspection Type t urvey Work Classification: Addition Phone Number (305)757 -1060 Parcel Number 1132060020030 Lot: Phone: 786- 292 -2770 Building Department Comments ADDITION [24._ ckb, //y761 Passed Inspector Comments my Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, August 13, 2007 Page 1 of 2 -% U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program EtikAa at4Nl uff T•I ICATE • . • • :.• . • Imporlent: Q>�d th ir�struations on pages 1 -8. SECTION A - PROPERTY INFORMATION OMB No. 1660 -0008 Expires February 28, 2009 Al. Building Owner's Name SALLY RODRIGUEZ ' ' • •• •• "' • • • •.. • • •' • :: *07 -974 A2. Building Street Address includin A t., Unit Suite, rfd/dr Bid . Nal or.P. Roll/tern: ox No. 9406 N.E. 9TH AVE. 9 p •� 9 ••) e�' • • Company NAIC Number City State • MIAMI SHORES FLORIDA A3. Property Description (Lot and Block Numbers, Tax Parcel LOT 3 PB 41 AT PAGE 60 • .�;' �e�al Deb �nptip ,'etc.) • • • • • ••• •• • A4. Building Use (e.g., Residential, Non- Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N 25 °51.733 Long. W 080010.7%52 A6: Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. Horizontal Datum: ❑ NAD 1927 al NAD 1983 A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), ( ), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square footage of attached sq ft garage 7 5(l b) No. of permanent flood openings in the crawl space or b) No, of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b walls within 1.0 foot above adjacent grade 5 c) Total net area of flood openings in A9.b q 60 sq in For Insurance Company Use: Policy Number ZIP Code 3 1 N/A N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 B4. Map/Panel Number B5. Suffix B10. 1202500093 J B2. County Name MIAMI -DAD B3. State FLORIDA Be. FIRM Index Date B7. FIRM Panel Effective/Revised Date 7/17/95 3/2/94 A Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. 0 FIS Profile FIRM 0 Community Determined �y ❑Other (Describe) B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) X B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date [] CBRS 0 OPA N/ 0 Yes ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified In Item A7. Benchmark Utilized B -62 Vertical Datum NGVD Conversion/Comments N/A a) b) c) d) e) f) 9) Top of bottom floor (including basement, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the measurement used. 15.31. feet N/A ® feet N/ A :. . ILI feet 13.65 •___® feet 13.70 . El feet 12.45 ® feet 13.21 , n feet meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ID meters (Puerto Rico only) 0 meters (Puerto Rico only) ❑ meters (Puerto Rico only) meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that he information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. 0 Check here if comments are provided on back of form. Certifier's Name ADIS N. NUNEZ Title • REGIS ERED LAND SURVEYOR ddres 555 ORTH SHORE DR -VE S'• na License Number 5924 Compy Name BLANanCO SURVEYORS, INC. FEMA Form 81 -31, February 2006 MIAState ZIP Cod MI BEACH FLORIDA 33141e Date Telephone 8/8/07 (305) 865 -1200 See reverse side for continuation. Replaces all previous editions IMPORTANT: In tTiese spaces, copy the correspon•:ing infarmstioA7rorn•S= . ion A. 9406 N. E. 9TH AVE. • •).orf.Q,ijouts ant Box Flo. • • • • State FLORIDA SECTION D - SURVEYOR•gtyGIAIEER :CIR A EftTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) communt4oftc( seirani•.e agerft/ /ompany, and (3) building owner. Comments Building Street Address (including Apt., Unit, Suite, and /or BJQg City MIAMI SHORES F For Insurance Company Use: Policy Number ZIP Code Company NAIC Number • • CROWN OF ROAD ELEVATION: 11.90' ON CENTERLINE ON CENTER OF ROAD • LOCtLT01Z��I• • 3250•S. " ••� Date 8 '8 07 ❑ Check here if attachments ,SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is Intended to support a LOMA or LOMR -F request, complete Section's A, B, and C. For Items E1 -E4; use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation Is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ ❑ b) Top of bottom floor (including basement, crawl space, or enclosure) is meters above or ❑ below the HAG. . 0 0 0 above or 0 below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Secti Items 8 and/or 9 (see age 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is .._. ❑feet meters ❑ above or below the HAG. E3. Attached garage (top of slab) is feet meters [i above or 0 below the HAG. E4. .Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters 0 above or 0 below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes 0 No 0 Unknown. The local official must certify this information in Section G. BM #B Signature, ELEV. 8.74' SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The roe _ •. - -_ _ P p owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address Signature City State ZIP Code Comments Date Telephone SECTION G - COMMUNITY INFO RMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Item(s) and sign below. Check the measurement used in Items G8. and G9. 31. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who G2. ❑is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 33. ❑A community official completed Section E for a building located in Zone A (without a FEIVIA- issued or community - issued BFE) or Zone AO. The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number ❑ Check here If attachments G5. Date Permit Issued GB. Date Certificate Of Compliance /Occupancy Issued 37. This permit has been issued for: 0 New Construction 0 Substantial Improvement 38. Elevation of as -built lowest floor (including basement) of the building: ❑ feet 39. BFE or (in Zone AO) depth of flooding at the building site: 0 feet Local Official's Name Community Name Signature Comments ❑ meters (PR) Datum ❑ meters (PR) Datum Title Telephone Date EMA Form 81 -31, February 2006 ❑ Check here if attachments Ranlarac all nrwiin,tc uriitinnc • • ••• •• •• • • • • • • • • • • • • • ••• Building • $t.,p Inslructirxos for Item.. . •' • • • • Building Street Address (including Apt., Unit, Suite, a+,d /or Rip!) or Rp. oute and Box No. 9406 N.E. 9TH AVE. City MIAMI SHORES • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • Photographs For Insurance Company Use: Policy Number Atitl • • •• •.• •• V'J CAD$ . • • • • • • • • • • • • oo ZIP Code 33138 Company NAIL Number If using the Elevation Certificate to obtain NFIP flood insurance, a% ;3t least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. PICTURES WERE TAKEN ON 8/8/07 FRONT VIEW REAR VIEW • • • • ••• V i • • • • • • • • • • ••• • • • - • • • • • • • ••• • • • • • •••121.10' (M) • 34.00' 22.40' to GARAGE c ELEV. =13.65 PAVERS DRIVEWAY ONE STORY RESIDENCE # 9406 F.F. ELEV. = 15.31 3.45' •.,2' CONC. WALK . 33.86' 4' G.L.F. 25.00' NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL REVISED: ABBREVIATIONS: SWK= SIDEWALK, CBS =CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL =PROPERTY LINE, DUE = DRAINAGE UTILITY EASEM ENT, IP =IRON PIPE, F= FOUND, A/C =AIR CONDITIONER PAD, P /C= PROPERTY CORNER DM =DRILLED HOLE, W/F= VWODEN FENCE, RES =RESIDENCE, CL- CLEAR, RB= REBAR, UE= UTILITY EASEMENT, CONC= CONCRETE SLAB, RA WRIGHT OF WAY, DE= DRAINAGE EASEMENT, C/L= CENTER LINE, O= DIAMTER, TYP= TYPICAL, M= MEASURED, R= RECORDED, ENCR= ENCROACHMENT, COMP = COMPUTER, ASH = ASPHALT, N/D=NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATION, 0 /S= OFFSET, P/P =POWER POLE, OHP= OVERHEAD PO WERLINE, WVI =MATER METER VWOD FENCE- MASONRY WALL=I 1 1 1 1 1 1 1 1 1 ELEVATION BASED ON LOC. # 3250 S CONCRETE= 1.'0' AINA•E EASE;••.••:;.•.•v;•:•.IN.•.;:f CBI# B -62 ELV. 8.74' TYPE OF SURVEY: BOUNDARY SURVEY MAINTENANCE & DRAINAGE EASEMENT= M & D.E. SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE SURVEY FOR: SALLY RODRIGUEZ, 9406 N.E. 9TH AVE., MIAMI SHORES, FLORIDA 33138. LEGAL DESCRIPTION: LOT 3 OF PLAT OF FIRST ADDITION TO MARILYN HEIGHTS SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 41 AT PAGE 60 OF THE PUBLIC RECORDS MIAMI —DADE COUNTY, FLORIDA i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 SINCE 1987 BLANCO SURVEYORS ING. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865 -1200 FLOOD ZONE: PANEL: X 0093 SCALE: 1 " =20' SUFFIX: j COMMUNITY # DWN. BY: F. Blanco Fax: (305) 865 -7810 DATE: 7/17/95 BASE: N/A 120652 JOB No. 0 -974. ••• • • • • ••• • • • • •• •• • • •••• • • • • • • • • • • • ••• • • • • ••• • • t • :•• ••• *• • `• • ••• • • • • • * 5 • .•• ••• • • • • • • • • • • • •• ••• • •• • •• • • • •• •• • • • • • • ••• • •• • • • • • "A9 Look Z 9nV c_ , ,, d? • • ••• ••• • • • • • ••• • • • •• ••• • • • ••• • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • •• • •• ••. • ••• • • • • • • • • • •• • • • • • • • ••• • • • • • •••• •t• • • • •• • ••• ••• :•• '•• • • • •• • • • •• S. • • • • • ••• ••• • 08/13/2007 15:26 3055133472 iIPPLICA1iT WWII OF nostrza DsPANTIODrr 021 »T CMIITE 8'ngAG* TUATXIMT AND igpopili qY CONNTRUCTION XNBFECTION AND ;VIM #P OSTDS • • ••• •• •• • • • • • • • • • • • • • • ••• • • • • • ••• •• •• • • • • • • • • • k..ter _L Air: Pt ADDR1ass :�'a LOTA, litaoczetyli matanum • • ••• e• •• • • • • • • • • • • • • :wham uo. MTN PAID* PAGE 01/01 pig PAIDI ••• .— ...�� t ( I I I i mounuidow (A] /TENS ANN Rog! IN CONFLIANCX WITH KAMM of RULE AND NOM • • ,r • • •• • • • worrememempeg TAB IAT L *TXON [01] Tan mu m+' (021 TANK 1031 OUTt1ET DHVICItt . ;--- [04] NOLTIA IA,RD (/ N I (06] LOOM 1071 GUT [00] LEm 4 —Y r/ (09) Des To LiD 'r7'' 121 Di AIDFIELD IN 42ION 10 lA�ti-, (11] DIBTRI IOW �DO (12] xusONN OF URA. (13 ] DIAXIILI8* SDPIN TIoN +4+ /14] DRAI .n WS [15] D8 or cam /( [16] ELEVATION [AL)V1 [17] MIME LoCAT]::i 1141 00318* PUMPS [19] A ATE 0/216,V % 7' (20] 200602331 sXCIOXIVf FIXO9 (21 ] 200REOATX DSPIR )4 FILL / SACAVATIMA JULT XAL [ 221 FILL AMOUNT 1/_;7 [23] FILL TozTon /24) SZCAVATICR D8»Ts (201 AREA RNLACX0 (26] ANPLACANNAT NJ T* iIAL I I I l 1 I NIPLANMOR OF VIO LATIN / 1026312211 t I ( I ( ] TOOL sit ( 1 [ I RR 001tRICIto. [ 271 01010PAC9 MIX FT [29 ] Mom FT 129] PRIVATE: waa [30]' PUBLIC 1t (31] IRRIGATION 91312•9 [32] FOTAM SIXTX !, LIRRP (33] > =or [34] Plionsur LT $ (33] FILE / s1TBE - 1341 FIELD (37 1 U6 13 2007 (31] =OP= [39] aTaanzurzau ADDITIOSIAL arawarsour (40] wanazauczan ARRA [ 411 STo,RNEAT*R RUNOFF t42] (43 ] 11RCR (44] =lam AREA (46] LOCATION CONFORM w (461 FINAL . R ammo [47 ] CONTEAMN (4$] ate. SITE PLMI [40] TANK PUMPED /0f[ � �2 [501 Talcs c� Ua UO a FIL AlD a i) l...�..+' DIPAPPROYRD m) DR 4016, 10/97 (?regions 1Raitleas Nay Da Died) e1� 6 YYa1 222. ' ... CAD DATAi Pago 2 of 3 Pr i; Won Fri tristetaletetcador PT3 a W.0M■ rmror Om C �N CONFIRMATION MATION O COMPLETION OF SUBTERRANEAN TERMITE TREATMENT Purchaser's Name and Address: Innovative Construction Group 3240 NW 87th Street Miami, FL 33147 TREATMENT SITE: 9406 NE 9th Avenue, Miami Shores, FL Project: Residence Permit #: N //A Chemical: Cypermethrin Product: Demon MAX Square Footage: 850 Linear Footage: 110 Lot: N/A Block: N/A Number of structures treated: 1 Bldg: N/A Date of Completion: 08 -14 -07 Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Guarantee None ✓ 1 Year ❑ Renewal Yes ❑ 5 Years ❑ No ✓ LICENSE NO. JF3657 ACC ' PEST CONTROL, INC. BY: Harvey Smades, President Revised on 05 -26 -05 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 - 584 -8588 • 1- 800 - 749 -8588 • FAX: 954 - 584 -6117 08/13/2007 15:24 3055133472 Charlie Crist Governor OSTDS PAGE 01/02 Ma M. Viarnonte Ras, M.D. M.Y.H. Secrete of Health Lillian Rivera, R.N., M.S.N„ Administrator FAC$I' 'IL :E Covet • Sheet TO: AGENCY/DEPART TELEPHONE: DATE: ,I Number of Pages (inch.iling C/S): !! Recipient, please call to Confirm: YES NO For Your Information Signature Requested FAX: TIME: For Your Comments Assignment As Requested Due Date FROM: DEPARTMENT/PRO4:; •RAM: COMMENTS/1NSTRI U CTIONS: Septic Tank Program Corporate Park 7769 N. W. 48th Street, Bldg. E, Suite 175 Miami, Florida 33166 TEL: 305/•513 -3459 FAX: 305/51.3472 WOMEN IMPORTANT: 'IBIS MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED, CONFIDENTIAL AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. If the reader is nett the intended recipient, the employee, or agent responsible for delivering the message to the int:nded recipient, you are hereby notified that any dissemination, distribution, or copy of this communicatia;l is strictly prohibited. If you have received this communication in error, please notify us immediately via telephone (305/623 - 3500), and return the original message to us at the above address via the United States Postal Services. Thank you. Lillian Rivers, R.N., M.S.N., Administrator Samir Elmir, M.S., i'.E„ DEE, Division Director Miami -Dade County Health Department Environmental Health and Engineering 1725 N.W, 1670' Street, Miami, Florida 33056 TEL (305) 623 -3500 • FAX (305) 623-3502 • TDD (305) 623,5619 Email: samir ctmir(adoh,atnte.fl.us Website: www.dadehealth.org 08/13/2007 15:24 3055133472 STATE' OF :!11.1ORIDI DSPARTMEN!1! OF BRELTE UZISITE SEWAGE TREATMENT IND CONSTRUCT1:0N INSPECTION END APPLICANTS :4 AGENTS �•►'L..�r-' PROPERTY ADARICSS: , �G (:, - OSTDS PAGE 02/02 P' LIT $0. V ) -"+ 0.5* L . DATE PAID -" l_3 —0. DIP:1SAL SYS -i Pa' PAID: FINAL APPR • • AL RECEIPT #:.5'� LOT&,' BLOcK UBDITTSIONI ESM ,I CRACKED (I] ITEMS ARE NO2 IN CO)a LIANCE TANK INSTALLATION [01] TANK SIRE [11( [02] TANK MATERIAI,1 IP$RTY ID OS !.C/ . "!Sd -oo 121 WITS STATUTE OR RULE MID MUST RE CORRECTED. [03 ] OUTLET DEYICfI1 • [04] KULTI- CRA71WEISD / N ] [05 ] OUTLET FXLTEif: . ,mot [ 06 ] LEGEND 1- Addig.rs� [07] WATERTIGHT 1 °_2..- --'""" [08] LEVEL V---m""--- [09] DEPTH TO LID d7' DHAINFIELD INSTALLPITION [10] AREA (G1K l x.Q47 [11] DISTRIBUTION BOX [12] NUMBER OF DAM:ALINES [13] DVAI>:DLINE SE:I'ARATTON 1141 DRAINLD SLOPE (15] DEPTH OF COVER / cr [16] ELEVATION [ABOVE DOVE [17] SYSTEM LOCAi ;LOM [1a] DOSING PUMPS (19] AGGREGATE S] IDTW -', [20] AGGitEGATE EIi2SSXV* FISES (211 AGGREGATE DEPTH �l ) FILL [22) [23] [24] [25] [26] / EXCAVATION IO►TERIAL FILL AMOUNT I/2j! FILL TEXTURE 7 EXCAVATION MCP= AREA ffC11 FLAC.Z ) REPLACEMENT INATERIAL EXPLANATION [ I I ] I I I I OF VIOLATtORirls / RCS: I SW-xBACXS 1271 SURFACE WATER [28] DITCHES [29] PRIVATE WELLS [30 ] PUELIC WELLS' [31] IRRIGATION WELLS [32] POTABLE WATER LIMAS. [33] BUILDING FOUNDATION [34] PROPERTY LIARS [35j O itSk +ate PT FT PT FILLED / MOUND SYSTEM [36] DRAIYP'XUsD COVER [37] SMOULDERS [3$] SLOPES [39] STABILIZATION P'T PT FT PT FT PT ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA (411 STO,R1IWATER RUNOFF [42] maims [43] ICE AGREEMENT (44) BUILDING AREA [45) LOCATION CONFORMS WYTH SITE PLAN [46] FIMAL SITS GRADING [47) CONTRACTOR . [48] MUM . ABANDONIUDIT [50) TARE CRUSHED a ?maw _ / _ ] DR 4016, 10/97 (Provioasa Editions Mat As Used) PT 1: Appncent t>'S' 2 IngtellgACeMrdCtOr PT LR Meng D 3p5nTh ent sr A. 114.s14$ DAM C 0 pATZ:o - Page 2 of .3 PAVERS DRIVEWAY ONE STORY c aS RESIDENCE N• 9406 F.F.E =1531 BY: ---------------- SURVEY FOR: SALLY RODRIGUEZ, 9406 N.E. 9TH AVE., MIAMI SHORES, FLORIDA 33138. NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL ABBREVIATIONS; SWK= SIDEVALK, CBS = CONCRETE BLOCK STRUCTURE, CLFxHAIN LINK FENCE, PL =PROPERTY LINE, DUE =DRAINAGE UTILIIYEASEM ENT, IP =IRON PIPE, F =FOUND, NC =AIR CONDITIONER PAD, P /C= -PROPERTY CORNER, D/H= DRILLED HOLE, W'F= YK)ODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB =REBPR, UE= UTILITY EASEMENT CONC= CONCRETE SLAB, R/W RIGHT OF MY, DE =DRAINAGE EASEMENT, C/L= CENTER LINE, o= DIAMTER, TYP= TYPICAL, M= MEASURED, R= RECORDED, ENCR = ENCROACHMENT, COMP= COMPUTER, ASH = ASPHALT, N/D =NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATION, 0 /S=OFFSET, P/P =POWER POLE, OHP= OVERHEAD PO AERLINE, VIkil=VATER METER VvOOD FENCE= MASONRYW',LL= CONCRETE= MAINTENANCE & DRAINAGE EASEMENT= M & D.E. 1 1 1 1 1 1 1 1 1 1 LEGAL DESCRIPTION: LOT 3 OF PLAT OF FIRST ADDITION TO MARILYN HEIGHTS SUBDIVISION 41 60 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK AT PAGE OF THE PUBLIC RECORDS MIAMI —DADE COUNTY, FLORIDA ELEVATION BASED ON LOC. # 3250 S CBM# B -62 ELV. 8.74' TYPE OF SURVEY: BOUNDARY SURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 SINCE 1987 BLANGO SURVEYORS ING. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865 -1200 FLOOD ZONE: PANEL: X SUFFIX: j COMMUNITY # DATE: SCALE: 6/3/04 1 ° =20' DWN. BY: F. Blanco Fax: (305) 865 -7810 DATE: 7/17/95 BASE: N/A 120652 JOB No. •04 -1199 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET /4ov/4 Gc�oa -lL. .(9.g Ain?, . i //ICA' 70,c) le ue- . NS C/iz sw, 5 latAt iN C ri-ze US to Als - rzAc/f w a 90,0 2de. , 41C0 7'o,C C•e- �,v . Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 430 ti. tbc Gollaville Krishna Professional Civil/Structural Engineer. Fl #41516 2032 S.W. 104 AVENUE MIRAMAR FL. 33025 PHONE (954) 441-0900 LOCATION: 9406 NE 91m AVE Miami Florida 33138 April 5, 2005 I conducted an inspection at the above residence, and discovered that the existing structure does not meet the current code, regard inforcement steel located in the corners of the structure, and every 20' -0 ": y e structure also does not have reinforcement on either side of open a , �, than 31-0". The structure does meet the 2005 amended ve o r'n a ri uilding code referencing roof anchorage. The following a t 'a` "+ ial ''ons to be taken from F.B.0 1). Contractor must install 1#5 rebar dowelled into existing, tie - %eam and Foundation a minimum of 6" with over lapped 30 ". This action shall be Taken at each corner of existing structure. 2). Contractor must insta111#5 rebar dowelled into existing tie beam And footing 6 ". This action shall be taken at all exterior opening greater than 36 ". 3). Contractor must install 110 -volt smoke detector with battery back up Inside and out side all new and existing bedrooms. 4). Contractor must in 1#5 Founds every}9 MIAMI —DADE COUNTY BUILDING DEPARTMENT 11805 SW 26 Street MIAMI, FLORIDA 33175 NOTICE TO MIAMI -DADE COUNTY BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by . Way Ro / fL ... to perform special inspector services under the Florida Building C6de at the "'go ,4 ?Av-e_ project on the below listed structures as of 3 -4299-05 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: $4 e/ A/5'7 [ECIAL INSPECTOR FOR PILING, FBC 1822.1.20 [ECIAL INSPECTOR FOR TRUSSES OVER 35FT LON [SPECIAL INSPECTOR FOR REINFORCED MASONRY ❑ SPECIAL INSPECTOR FOR STEEL FRAMING, FBC 2 ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FB ❑ SPECIAL INSPECTOR FOR PRECAST ATTACHMEN Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspecti n * 1. 3. /44/Ph 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I, (we) will notify Miami -Dade County Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami -Dade County Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The County building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Address Phone No. 7 3d�^'' \\S0430007\Dir Office\Forms\Special Inspector Log.doc. Rev. 6/7/01 AUG. 6. 2007 1:11 PM I N FOT RAC 1 NO. 0410 • • ••• • • • ••• •• •• • •.• •• •• • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • •.• • • • • ••• NFOrrwaT4441:::Witett.3-ta7aent The hazmat Solution Company Fax: • 352 - 323 -0005• To: Company : Fax Number : 1(305)7571060 Phone Number : From: Berkey Eldridge Fax Number : 352- 323 -0005 Phone Number : 352- 323 -3500 • • • • • • • •• • • • • • •.. S. • V\ El ! LUUZ E 1 91W Time Sent : 08/06/2007 12:15PM Pages : a Description : B. Eldridge (MSDS Request #20070806- 217576) - 0 MESSAGES: You will find the requested IVIBDS sheets attached as PDF doouments. Adobe Acrobat Reader is required to view them. AUG. 6. 2007 1:11PM INFOTRAC 1 NO. 0410 P. 2-`" • • ••• • • • ••• • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• Material Safe . i^� • ... • • • • ..; Material Name: Ace Brand Insulation ~� &�8 ��• : • • ��y A ' • • ' •' •: • ' •'N1S�FiOiC 15-MS11- 44a96-Ot * * Section 1 « Chemical Product and _• I. *5* Product Name(s): Ace Brand Insulation Manufacturer: Owens Corning One Owens Coming Parkway, World Headquarters Attn. Product Stewardship Toledo, OH 43869, USA Emergency Contacts: Emergencies ONLY (after 6pm ET and weekends): 1-419 -248 -5330, CHEMTREC (24 hours everyday): 1- 800 -424 -9300, CANUTEC (Canada - 24 hours everyday): 1- 813 -S8 -8668. Health and Technical Contacts: Health Issues information (8am -6pm ET): 1- 806.43 8-7466, Technical Product Information (8am -5pm ET): 1- 800. 438-7486, • • • • ▪ • • • • • • • •• • • • • • ••• •• CAS# Component 55997-17.3 Fiber Glass Woo! (Fibrou Gig) 2510465 -5 Ur A po ner with formaldehyde and phenol Percent by 85-96 4-15 Component Related Regulatory Information This product may be regulated, have exposure limits or other Information identified as the following: Fiber Glass wool, fibrous glass, insulation glasawool, glasswool (respirable size) and nuisance particulates. Component lrfom*tionfnforrraution on Non- Heeardous Components No additional information available. Section 3 - Hazard Identification " * * Appearance and Odor: Yellow fibrous material with brown paper facing. Product has faint resin odor. Emergency Overview Exposure to dust may be Inttating to eyes, nose, and Throat Potential Acute Health Effects Inhalation: Dusts and fibers from this prodUoi may cause mechanical irritation of the nose, throat, and respiratory tract Skin Contact Dusts and fibers from this product may cause temporary mechanical irritation to the akin. Eye Contact Dusts and fibers from this product may clause temporary mechanical irritation to the eyes, Page 1 cif 7 Issue Date: 9/04 North America - English AUG. 6. 2007 1:11PM INFOTRAC 1 r" o ^errs . , . • ..• .. .. • • • • • • • • • • • ... • .. .. ... .. .. .. .. • • • • • • • NO.0410 ~P. 3- ..• • • • • .. Material Safi Va*Sh t •': .'. •': Material Nacre: Ace Brand insulation : '. M ds 1Io.'15 -MSD- Ingestion; Ingestion of this product is unlikely. However, Ingestion of product may produce gastrointestinal irritation and disturbances. .. • • • .. .. .. . • ... • • • • • • • • • • • . • • • • • Medical Conditions Aggravated by Exposure: • Chronic respiratory or skin conditions ma temporarily worsen from t • • • • • Y p Y exposure to this product. Chronic Conditions; See Section 11 for additional information • . * * Section 4 • First i `d Measures . * Inhaiatllom if inhaled, remove] the affected person to fresh air, If irritation persists get medical attention. Skin Contact: For skin contact, wash with mild soap and running water. Use a washcloth to help remove fibers. To avoid further irritation, do not rub or scratch affected areas. Rubbing or scratching may force fibers into the skin. If in itaiion persists get mediae' attention. Never use compressed air to remove fibers from the skin If fibers are seen penetrating from the skin, the fibers can be removed by applying and removing adhesive tape so that the fibers adhere to the tape and are pulled out of the skin. Eye Contact: Immediately flush eyes with plenty of water for at least 18 minutes. if irritation persists get medical attention. Ingestion: Ingestion of this material Is unlikely. If it does occur, watch the person for several days to make sure that partial or complete Intestinal obstruction does not occur. Do not Induce vomiting unless directed to do so by medical personnel. * * * Section5- FireFI Plash Point: None Upper Flammability Ludt: Not applicable Flammability Classification: Non - flammable Flash Point Method: Not applicable Lower Flammability Limit: Not applicable Extinguishing Media: Dry chemical, foam, carbon dioxide, or water fog. Unusual Fire & Expiosion Hazards: Vinyl faced products will release hydrogen chloride In a fire. Fire-Fighting Instructions; In a sustained fire use self contalnad breathing apparatus (SCSA) and full bunker turnout gear. Hazardous Combustion Products: Primary combustion products are carbon monoxide, carbon ode, ammonia, and water. Other undetermined compounds could be released in small quantities. Page 2 of 7 Issue Date: 9/04/03 North America - IFrtglish AUG. 6. 2007 1:12PM •I NFOTRAC 1 NO. 04 P. • • ... • • • ... .. .. • • • .. .. • ... • ..... • • • • ... • • • • • • ... • • • ... • • • • ... material Name: Ace Brand !mutation Material Safetypats Shoat "°: .9. ... :.' . ' . t1 S lO i &li aQ 4499601 .... • .. ... • * * Section 6 , Accidental Release Measures Containment Procedures: .• • • • .. ... .. This material will settle out of the air. if concentrated on la 4 Cot Met **sco:4� • hazardous waste. This material will sink and disperse Red nd ponds. dd'. an $ nea- be removed after it is waterbborne; however, the m erial is non-- h�clot n w� It cannot easily Ciean.Up Procedures; Scoop up material and pit Into a suitable oontsiner for disposal as a non - hazardous waste. Response Procedures: Isolate area. Beep unnecessary personnel away. Special Procedures None. Handling Procedures: Keep product in its packagin0 until use to rrurtlmize potential dust generation Keep work areas clean. Avoid unnecessary handling of scrap material. Wear PPE as described in Section 8. Follow good industrial hygiene practices when handling this material, Storage Procedures: Material should be kept dry and undercover. Exposure Guidelines: A: General Product lnformatiln Follow all applicable exposure limits. e: Component Exposure limits ACGIH and OSHA exposure limit lists have been checked for .those components with CAS registry numbers. Fiber Glass Wool (Fibrous Glass) ($S97-174) ACGIH: 1 f /co TLV TWA for respirable fibers longer then 0 urn with a diameter less than 3 urn; (Listed under "Synthetic vitreous fibers ") (listed as giaes wool fibers) (related to particulates not otherwise classified (PNOC)) OSHA; h fiber /oo (respirable) TWA (a) (See Note Below) Note; (a) A voluntary PEL was established by the North American insulation Manufactures Association (NAIMA) and OSHA per the Health and Safety Partnership Program (HSPP) agreement for Synthetic Vitreous Fibers (SW). Ventilation: General dilution ventilation and/or local exhaust ventilation should be provided as necessary to maintain exposures below regulatory limits. Duet collection systems should be used In operations involving the use of power tools. Page 3 of 7 Issue Date: 9104103 North America - English AUG. 6. 2007 1:12PM INFOTRAC 1 f 't) fEf1s Ca war, • • ... .. .. • • . • • • • • • • • • • ..• • .. .. •5. .. .. .. .. • • • • • • • NO.0410 P. 5 ... • • • • ..• Mater al et Qatat,Shlet ..' . .. Material Name: Ace Brand Insulation ' ' .'. ' ; flo.:1M 5 SD- 449110 -01 • • • • • • . • • • PERSONAL PROTECTIVE E UIPMENT Resphutory Protection: Use a properly fitted NOSH or MSHA approved dlepcsable dtretrebplydir r> 4eh #ha,3A1 Model 8210 (3M Model 8271 in high humidity environments) or equivalent Milan Olt 1; irtrizille3r rernoveloose fill, 2) install or remove any of these products in poorly ventilated spaces eel its dtfiile 8r drailsloacsee As an extra precaution you may choose, but are not required, to wear a disposable duet respirator at all times. Skin Protection: Normal work clothing (long sleeved shirt, Icing pants, and gloves) Is reoornmencied. Skin irritation is known to occur chiefly at the pressure points such as around the neck, wrists, waist and between the fingers. Byes/Face Protective Equipment: Wear safety glasses or goggles. • ... • • • Appearance; Physical State: Vapor Pressure (mm Hg 20 C); Boiling Point: Specific Gravity �)l Evaporation ye (=i): ect+vn 9 - Ph kcal & Chemical Pr.. dies Fibrous Solid Not applicable Not applicable Not applicable Not applicable Stability: This is a stable material. Conditions to Avoid: None expected. Odor, Vapor Density (flir=t): Solubility (H20): Freezing Point Organic Not applicable Not applicable Insoluble Not applicable Viscosity: Not applicable Incompatible Materials: None expected. Hazardous Decomposition Products: Primary combustion products are carbon monoxide, carbon dioxide, ammo*, and water. Other undetermined compounds could be released In small quantities. Hazardous Polymerization: Will not occur. Acute Effects: General Product information Dusts may cause mechanical Irritation to eyes and skin. ingestion may pause transient irritation of throat, stomach and gastrointestinal tract Inhalation may cause coughing, nose and throat irritation, and sneezing. Higher exposures may cause diffioulty breathing, congestion, and chest tight:nese, Page 4 of 7 Issue Date: 8104,03 - North America - English AUG. 6. 2007 1:12PM INFOTRAC 1 Material Name: Ace Brand Insulation Component Analysis - LD50t1..00 Urea, polymer with formaldehyde and phenol (25104• 95.9) Oral LM Rat 7grnikg Oral LD50 Mouse: 7 gm/kg • Carcinogenicity: Placer Glass 1/kW: In October 2001, the international Agency for Research on Cancer (iARC) classified fiber glass wool as Group 3, not classifiable as to its carcinogenicity to humane.' The 2001 decision was based on human studies and animal research that have not shown an association between Inhalation exposure to dust from fiber glass wool and the development of respiratory disease. This classification replaces the IARC finding in 1987 of a Group B designation "possibly carcinogenic to humans." In May 1997, the American Conference of Governmental Industrial Hygienists (AMIN) adopted an A3 carcinogen classification for glass wool fibers. The ACGIH A3 classification considers glass wool to be carpinogenia In experimental animals at relatively high doses, by routes of administration, at sites, or by meR7hiniame that it does not consider relevant to worker exposure. It also reviewed the available epidemiological studies and Goloiuded that they do not confirm an increased risk of cancer In exposed humane. Overall, the ACGIH found that the available medioallaoientific evidence suggests that glass wool is not likely to cause cancer in humans except under uncommon or unlikely routes or levels of exposure. In 1994, the National Toxicology Program (NT classified glass wool (respirable size) as °reasonably anticipated to be a human carcinogen.° This e1 Ifieation was primarily based upon the 1987 IARC classification, NTP Is currently considering reolassifying this material. Component Analysis Fiber Glass Wool (Fibrous Glass) (OS997.174) !ARC: Group 3 "not classifiable as to its carcinogenicity to humans° (related to Glasawool) October 2001 Meeting. ACaIH; A3 - animal carcinogen (related to Glass wool fibers) NTP: Reasonably anticipated to be a human carcinogen (related to glasswwooi) (possible select carcinogen) • • •• •• • • • • • • • • • ••• • • • • • • • • • • •• • • •• ••• • • Material Safety Qata,$h+ t • • • • • • • • • • • • • • • • • • ••• NO. 0410 P. 6 • • ••• •• •• • ••• • • • • • • • • • • ••• S. • •• • • •o1f • D° 44996l1 • • • • • • • •• • • • •• ••• •• • • • • • • • . . • • • • •• • • • A• • ••• • • • •• * * * Section 12 . Ecological Information * No data available for this product. US EPA Waste Number & Descriptions: it General Product Information This product , If discarded, Is not expected to be a characteristic hazardous waste under RCRA. Br Component Waste Numbers No EPA Waste Numbers are appflcable for this product's components. Disposal instructions: Dispose of waste material according to Local, State, Federal, and Provincial Environmental Regulations, Page 5 of 7 Issue Date: 9/04103 — North Amen E- nglish AUG. 6.2007 1:13PM INFOTRAC 1 Material Name: Ace Brand Insulation NO. 0410 —P. 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Material Safety. aatl.Shgt • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • ••• • • SAIDIDi1104:15-1141311- 44998-01 * Section 14 ® Trans + ortation informal] US DOT difQfrnatlon Shipping Name; Not regulated for transport Hazard Class: None UN/NA 0: None Packing Group: None Required Label(s): None TDG information Shipping Name: Not regulated for transport, Hazard Class: None UN/NAM None Packing Group; None Required Label(s): None Additional info.:. None • • • *•* • • • • • •• • • • • • ••• •• * * *`Section 15 - Regulatory Information US Federal Regulations: A: General Product information No additional information available B; Component Analysts Thfe material contains one or more of the following chemicals that arelOentlfied under SARA Section 302 (40 CFR 355 Appendix A), SARA Section 313 (40 CFR 372.65) and/or CIERCLA (40 CFR 302.4). None The following Is provided to aide In the preparation of SARA Seaton 311 and 312 repore, SARA 3111312 Acute Health Hazard: Yes Chronic Health Hazard: Yee Fire Hazard; No Sudden Release of Pressure Hazard: No Reactive Hazard: No G: Clan Air Act The Miming components appear on the Clean Afr Act-4990 Hazardous Alr Pollutants List: None State. Regulations: A; General Product Information Na additional Information available, B: Component Analysis • State The follow! * com '. rents a ,. =k= on one or mo The following stateme s are provided under the Ifomla Safe Drinking Water and Tod oraem -of 1936 (Proposition 65): WARNING This product contains a 'chemical known to the state of California to cause cancer. Page 6 of 7 isatie Date; 9104 North America - English AUG. 6. 2007 1:13PM INFOTRAC 1 NO. 041 0 P. 8 • • ••• • • • ••• •• •• • • •• •• • ••• • • ••••• • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Material Safety Rat, shr ••• • ••• Material Name: Ace Brand Insulation • • ' • ' • • • • • • •AV f o. 115 -M$D- 44898-01 • • •••• • • ••• •••• • •• ••• • • ••• • • • Other Regulations: A: General Product Information No additional Information available. •• • • • •• ••• •• C: Component Analysis - WHIMiS IDL The following components are identified under the Canadian Hazardous Products Act Ingredient Disclosure list Co , orient Cq 65997.17 -3 1% item M9 (&M (related to Flbrgye CIM) 14,r ei OSS Brous Glass) WHMIS Status: Controlled WHMIS Classification; D2A- Carcinogenicity D28- In'ilation • * * S �Qn 16 - er Informattion • NFPA Unusual Hantrda None HMIS Personal Protection; To be supplied by user depending upon use. Reasonable care has been taken in the preparation of this information, but the manufacturer makes no warranty of merchantability or any other warranty, Wrested or Implied, with respect to this Information. The manufacturer makes no representations and assLanga no ilalbility for any direct, incidental or consequential damages resulting from Its use. Key/Legend: EPA = Environmental Protection Agency; TSCA = Toxic Substance Control Act; ACGiH = Amerloan Conference of Governmental Industrial Hygienists; [ARC = International Agency for Research on Cancer; NIOSH = National Institute for Occupational Safety and Health; NTP = National Toxicology Program; OSHA = pecuplationel Safety and Health Administration; NFPA = National Fire Protection Association; HMIS = Hazardous Material Identification System; CERCLA = Comprehensive Environmental Response, Compensation and Liability Act; SARA = Superfund Amendments and Reauthorization Aryl DSL = Canadian Domestic Substance List EiNECS = European Inventory of New and Existing Chemical Substances; WHMIS = Workplace Hazardous Materials Information System; CM = Clean Air Act Revision Summary: This is a new MSDS. Read this information carefully. Get OC MSDS electronically via Internet ,#o: Mrwnw.owenst:omina.00m or by calling 1. 800 - 438 - 7465. Page 7of7 This is the end of MSDS S 44996 -01 issue Date: 9/04/03 North America - English Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 04 -1157 Page 1 of 2 3/29/05 4TH CRITIQUE BUILDING CRITIQUE SHEET 1. Plans must be reviewed by HRS. 2. Still need to submit two sets of roofing specifications and NOA's for roofmg permit. 3. SF of addition is an increase of more than 25% of floor area, per FBC 3401.8.2.3.1 the designer of record is required to visit the site and submit a report indicating remedial action to be taken from FBC 3401.8.2.3.1.1 thru 34.1.8.2.3.7. 4. Still need to provide letter of intent from architect or engineer that will inspect engineered unit masonry. FBC 2122.4 Follow the procedures for submission of corrected plans on the next page for your re- submittal. Miami Shores Village Building Department Permit No. Page 1 of 2 2/18/05 3RD CRITIQUE BUILDING CRITIQUE SHEET it 1. Plans must be reviewed by HRS. Op. Plans must be reviewed Miami -Dade Planning and Zoning for impact fee paid payment. 9 t0f 0/ 43. Still need to submitaroofing airtr permit applientions:--fo ® 'cf. let Still need to submit two sets of NOA's for FG FBC 626.1 ` \5. SF of addition is an increase of more than 25% of floor OW area, per FBC 3401.8.2.3.1 the designer of record is required to visit the site and submit a report indicating remedial action to be taken from FBC 3401.8.2.3.1.1 thru 34.1.8.2.3.7. 6. Still need to provide letter of intent from architect or engineer that will inspect engineered unit masonry and pin piles. FBC 2122.4, 2218.2 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1157 Follow the procedures for submission of corrected plans on the next page for your re- submittal. 7;6h )` Cr( /9/42 -5 02\ As,.83 Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B.DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 2/18/05 305 - 795 -2204 Miami Shores Village Building Department Permit No. Page 1 of 2 12/22/04 BUILDING CRITIQUE SHEET SECOND CRITIQUE 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1157 Plans must be reviewed by HRS. Plans must be reviewed Miami -Dade Planning and Zoning for impact fee paid payment. Still need to submit ' roofing, and storm shutter permit applications. Still need to submit two sets of NOA's for FG. FBC 1626.1 SF of addition is an increase of more than 25% of floor area, per FBC 3401.8.2.3.1 the designer of record is required to visit the site and submit a report indicating remedial action to be taken from FBC 3401.8.2.3.1.1 thru 34.1.8.2.3.7. Provide letter of intent from architect or engineer that will inspect engineered unit masonry and pin piles. FBC 2122.4, 2218.2 Follow the procedures for submission of corrected plans on the next page for your re- submittal. Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 12/22/04 305 - 795 -2204 Miami Shores Village Building Department ei\)M 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. V:b 4 ^ 1 (S 7 Job Name tZedo-i? ue Date q. (a . Q • 94o C ✓c �/�NG MECHANICAL CRITIQUE SHEET t .2_ rc 4:0p- - �� JOB ADDRESS APPLICANT PHONE ft APPLICATION SHEET OF MISCELLANEOUS CRITIQUE SHEET qz.ts cz-s: 7 five-- Ro D�IGUC� 440( I roiLl PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING r FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL t. Subject to compliance edit aft 1~edosti, Stat Courity.ltillage rules sod regulations. Village assuate no responsibility for accuracy cftor results fro Mesa plans. 2. This copy of plans must ha ayattsbta building site or no Inspection wilt ha conducts DATE COMMENTS INITIALS (Ai 44-7- (s /GgT 46iprriou Coco rc . c/ LC lee-Our/2073 r- C o •t-sc I s7 f N/6 64 5qp t comMall c afrt n 4c %fee c e /E-✓ct 0;7 6erir l`? 60 (e t,.) cAPts-1-rceksfi • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 r.-30 04-1157 Permit No. godrifue 3 Job Name? 9486 Ne Ave. ,4iddi /Zv'+' 1/04 yI, STRUCTURAL CRITIQUE SHEET © Prod -te, / pu/ �r' av hd6wJ is fvI9 /G f -/a'H9 - sched4ile is far s / /d-e` - -- cem. -d$;14 /�. Heed "Pool. /p1 v'/ /6P mu /lii, LvMdare L= -' . 7 0 mew $ite / bearer a1 rao/ %1 ley; er./ed by Covte. eel. a/ /p eta �Itla� deem'' api eat' 04 not it or lst Nape or Feeba9. • A.: n pi/2 m -eowW h j 8 ? 'dent/ ► A11 beams, ire /ads :7 reLke4 J• �bearns zt G44/ # ds (-F r. 9.�[. / ■/i (� DGTa�I ,hew trotss 6s are has / ncal / s/°e/ be 4,l 4/I 3) t l bait h, Rea core. As are a5Ie,ed /v see/ 6e-am al- slid ofl se-A :re. l i . �eka $ ,,,'d 'hP s 1 by a, s 6 1120 // cal /. / r c f�, cols, aza have /le Spa-cth9 @ i3 ", ,iof /z", 04411 haw ni a s®n e-1 new rer©/ /eve/ , to ppia, f/irc -knees fti-e 8" !flClUele the lye (75 ®r enlr /die /1.0 slab / w /s aHic venfi/aeed l r7f. Secs. A -z- stir aver/,4 #19s alAic-h dam'/ 4/Tear esn elevah:045, - Revise, 4b11 )i Sha. and ,rood /r ti �, era > e4-/es. ,S2sbn'i, ca /C$ 4r 4010p, £ //s (ex 6/) will be exJen ci d to w /ivawe n. aver .c, Slabs °° dGes Miami Shores Village Building Department Permit No. Page 1 of 3 9/14/04 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1157 BUILDING CRITIQUE SHEET ek- Address structural and P &Z comments. 40. Submit electrical, mechanical, plumbing, roofing, and storm shutter permit applications. 03. Submit two sets of NOA's for Fr. Doors, HS windows and mullions (submitted NOA's for SH windows and one package that have three different door NOA's in the set, need two sets of one NOA for type of door to be installed). FBC 1626.1 6C1-. Provide Total SF under roof existing, total SF under roof of addition and total SF under roof proposed on plans -SEE ITEM 5 -. FBC 104.2.1 '5. If SF of addition is an increase of more than 25% of floor area, per FBC 3401.8.2.3.1 the designer of record is required to visit the site and submit a report indicating remedial action to be taken from FBC 3401.8.2.3.1.1 thru 34.1.8.2.3.7. 6. 67. Need 2X lumber for fascia or show a 2X sub- fascia. FBC 104.2.1 ��— 8. 37 x 50 HS window is not an egress window; need a clear opening a min. of 20" wide. FBC Ch 10 IF Wage 2 of 2 9. Provide letter of intent from architect or engineer that will inspect engineered unit masonry, , and welds. FBC 2122.4, 2218.2 Pw Pits bY<- 10.Submit hollow core slab shop drawings. 11.Sheet A -7 denotes sheet S -4 for details of cut - sections, there is no sheet S -4 in plans. FBC 104.2.1 12.Provide first floor columns and a column schedule on foundation plan and second floor column and schedule on second floor framing plan. 13.Provide a first and second floor tie beam plan and schedule. FBC 104.2.1 14.Provide rise and run of stairs along with construction details including handrail/guardrail. FBC 104.2.1 15.Denote weld specifications at all steel beam connections. FBC 104.2.1 Follow the procedures for submission of corrected plans on the next page for your re- submittal. Pageivi of 3 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 9/14/04 305 - 795 -2204 Sally and Diego Rodriguez 9406 N.E. 9th Avenue Miami Shores, FL 33138 Mr. Mark Elchami Innovative Construction Inc. 3240 NW 87th Street Miami, FL 33147 April 25, 2006 Dear Mr. Elchami: This is to notify you that we are terminating your contract dated 1/20/05. Your work has been untimely and sub standard. We are going to hire a substitute contractor to re do and complete the work we contracted for you to do. Any monies over and above the contract price we will charge you for. We also need a resolution on the issue of our roof tiles. We need all the information( the name of company and the telephone number that you ordered from and the date ordered ) so that we may pick them up when they are received. If you do not provide this or the order was not placed, we expect a full refund of the $13,500.00 collected from us. Please allow this conflict to be resolved in a manner beneficial to all. Sincerely, Sally Duerr - Rodriguez and Diego A. Rodriguez Cc: Jose Losa, JAL Consultants, Inc. — Mabell Vargas, City of Miami Shores Building Dept. Boyce Ezell, III, Attorney At Law rt- a- m aD m rn a- CI CI N nJ ci ci N U.S. Postal ServiceTM CERTIFIED MAILT. RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) '- For delivery information visit our website at www.usps.como Postage Certified Fee Return Receipt (Endorsement Requ Restricted Delivery (Endorsement Requ Total Postage & Fees 7005 2570 0001 9331 8380 See Reversefor Instructions m N m ED m rq m 1-4 CI CI ci ci N Ls) ci ci N U.S. Postal Service.:: CERTIFIED MAIL. RECEIPT, (Domestic Mail Only; No Insurance Coverage Provided) -- For delivery information visit our website at www.usps.como 4W, ;al oos" tg�L Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees PS Form 3800, June 2002 U.S. Postal ServiceTM CERTIFIED MAILTM RECEIPT Valmestia'llitaironly; No Insiiiance Coverage Provided)) For delivery information visit our website at www.usps.comt, 1,11r Return (Endorse Restricted (Endorsement Postmark Here Total Postage & efty, state, ZIF44 PS Form 3800. June 2002 See Reverse for Instructions SENDER: COMPLETE THIS SECTION Complete items 1, 2, and 3. Also completri''' item 4 If Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the maliplece, or on the front If space permits. varsts_ 0556 KIL2-," yvtAmiLLSK0-Yeffi- .33)3c 4-KS COMPLETE THIS SECTION ON DELIVERY A. SIgnatur9, X B. Received by ?Printed Name) Agent O Addressee C. Date of Delivery D. Is delivery address different from Item 1? 0 Yes If YES, enter delivery address below: 0 No 3. Service Type O Certified Mall CI &press Mall D Registered D Return Receipt for Merchandise 0 Insured Mall 0 C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number (Ikunfer from set** 7005 2570 0001 9331 8380 PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 See Reverse for liastructions Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone. 305)795 -2204 Fax: (305)756 -8972 Inspection Date: 0111112006 Inspector: Grande, Claudio Owner: RODRIGUEZ, DIEGO Job Address: 9406 9 Avenue NE Miami Shores Village, FL Project <NONE> Block: Contractor: JAL CONSULTANT Permit Type: Imported Permit Inspection Type: WINDOWS Work Classification: Addition Phone Number Parcel Number 1132060020030 Lot: Phone: 786- 292 -2770 Building Department Comments Thursday, January 12, 2006 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, January 12, 2006 Page 2 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/10/2005 Mechanical Permit Permit Number: MC2005 -26 Applicant: DIEGO RODRIGUEZ Owner: RODRIGUEZ DIEGO JOB ADDRESS: 9406 NE 9 AVE Page 1 of 1 Contractor FLORIDA BREEZE A/C & REFRIG.INC. Contractor's Address: 18520 NW 67 AVE #152 Local Phone: 305 - 233 -2994 Parcel # 1132060020030 Legal Description: PL OF 1ST ADD TO MARILYN HGTS PB 41-60 LOT 3 LOT SIZE Fees: Description Amount FEE2005 -5655 Building Fee $225.00 FEE2005 -5656 CCF $2.40 FEE2005 -5657 Training and Education Fee $0.80 FEE2005 -5658 Technology Fee $5.63 FEE2005 -5659 Scanning Fee $3.00 FEE2005 -5660 Submittal Fee ($50.00) Total Fees: $186.83 Total Fees: $186.83 Total Receipts: $0.00 I? 7) Permit Status: APPROVED Permit Expiration: 8/13/2005 Construction Value: $3,400.00 Work: INSTALL NEW A/C UNIT AND DUCT WORK IN ADDITION - MASTER BP2004 -1157 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Electrical Permit No. 3 Master Permit. No. Plumbing Owner's Name (Fee Simple Titleholder) Sc. l ``i Owner's Address. (At" \CA, CAE ek � City kiN1 State C\C` V \Xi\ Tenant/Lessee Name Roofing Zip 7.3%11 8 Phone Job Address (where the work is being done) Ci <AIN 0Ve_ City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Nan MANN t1e7 �� • `"+ , Contractor's Address j "ZCJ pat. 15 City K` \--\:- \ Qualifier Qs„,\SC\ 1 e, ®t\ Phone # Zip (�oS) 133 - 29911 State C \O•C Aqz‘ Zip '3 c) if S State Certificate or Registration Nor tY ("5-I "1'-1 Certificate of Competency No: Architect/Engineer's Name (if applicable) Phone # PI` $ Value of Work For this Permit J Square Footage Of Work: (OO 0 Type of Work: De ribe Work: Addition ❑Alteration ONew ❑ Repair/Ieplace ❑ Demolition \1\•\%+`*•\\ 'NAL e Submittal Fee $0 • C.0 Permit Fee $_ g' CCF $ �e r Notary $ TrainingfEducation Fee $ %v ' Scanning $ Radon $ Zoning Bond $ * * * * * * * * * * * * ** Technology Fee $ * CO /CC� Code Enforcement $ Structural Plan Review. Total Fee Now Due $ t C6 s3 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State 1V 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 sgcured 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 attach for the first inspection which oc inspection will not be approved Signatur -00.14AN. ,1 nt. Also, a certified copy of the recorded notice of commencement must be posted at the job site rs seven (7) days after the building permit is issued. In the absence of such posted notice, the d a reinspection fee will be charged Agent The foregoing instrument was acknowledged before me this day of t.2 , 200 by who is personally known to me or who As ide Signature Contractor The foregoing instrument was acknowledged before me this day of iL, ,20o ,by who is personally known to me or an oath. as iden''.. awh • * * * * * * * ** x * * * * * * *** * * * ** * * * * * * * * * * * ** NOTARY PUBLIC: Sign: Print: My Commiss * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** * * * ** ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 * * * * * * * * ** * * * * * * ** * * * * * * * * * * * * * ** * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Plumbing Permit Phone: 305 - 795 -2204 Permit Number: PL2005 -56 Printed: 5/10/2005 Applicant: DIEGO RODRIGUEZ Owner: RODRIGUEZ DIEGO JOB ADDRESS: 9406 NE 9 AVE Contractor ALADIN PLUMBING & CONSTRUCTION CO Contractor's Address: 660 NW 121 ST Local Phone: 786/234 -0666 Parcel # 1132060020030 Legal Description: PL OF 1ST ADD TO MARILYN HGTS Page 1 of 1 PB 41 -60 LOT 3 LOT SIZE Fees: Description Amount FEE2005 -5661 Building Fee $160.00 FEE2005 -5662 CCF $2.40 FEE2005 -5663 Training and Education Fee $0.80 FEE2005 -5664 Technology Fee $4.00 FEE2005 -5665 Scanning Fee $3.00 FEE2005 -5666 Submittal Fee ($50.00) Total Fees: $120.20 Total Fees: $120.20 Total Receipts: $0.00 05-\ Permit Status: APPROVED Permit Expiration: 8/13/2005 Construction Value: $3,500.00 Work: NEW ADDITION PLUMBING BATHROOM - MASTER PERMIT BP04-1157 Signed: (INSPECTOR) 01 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: iviiami nores Y lliugG D u11U111� 1,Ci�J,al L111t.�11L p 11/4)vY-, Change of Contractor ? 5- S Permit No. d - S7 Owner's Name (Fee Simple Titleholder) (� Sal/ POC1 -r Mz Owner's 1 Ow's Address u b ( /'J ( ( � UU City S State % Zip 33 /3 S Phone # 3oS 7S 7 1 Q & o Tenant/Lessee Name Phone # Job Address (of where the work is being done) City County Zip Legal Description Contractor's Company Name Pdi Contractor's Address jp (eo NW ( 21 St Phone # Ma Z3 4 -b f' Cp City IY.\Q/WL.L State Zip Qualifier irn?N SeS i 0 S Describe Work: clA,41L " 3319 I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. Signatures X11 /' I / Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this t q The foregoing instrument was acknowledged before me this day of 20 C(9byal day of , 20 _, by who is personal) •+ own to me or who produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath NOTARY P C: NOTARY PUBLIC: ,0,,(1 ,/. _ Label Val x g . s „ ,, Sign: _ _.� Sign: _ Cx )1yes: lul 13,200- .0 ,.; Inc. My Co 1, ssionExpires: Atlantic BondingCo., Rev. 09/19103) My Commission expires: i T A1%/VOL.L.LL PJ i1R.11 i' J V 1114Lt.,, W Building Department 1001121 7 E ind Avenue, Miami Shores, Florida 33138 Fix: (305) 756.8972 f BUILDING FES 1 4 2e95 PERMIT APPLICATION- PBC 2001 Permit Type (circle Owner's Name (F Owner's Address Building Electrical Titleholder) Permit No. 005 —56 Master Permit No. 13/ —% LS 7Z Mechanical Roofing Phone # 0t5) 757 1 6 6 0 City ►1 Lv01M1uli' 1..zydc1 State Tenant /Lessee Name f1 Zip 3's l3 6 Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's. Company Name Contractor's Address 660 Cite en liGIM..I Qualifier OAe��5 ,._' County Miami -Dade Zip NO Imokcxcli Ply w.14 43tcobJ ,cA KG/ . 121,��.�" State �'4 e C∎ to Phone #(186) ,831, — c 66‘ Zip 331 6 State Certificate or Registration No. C F C p 6 �j Z''l Certificate of Competency No. . Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit I , cso0 Type of Work: ddition Describe Work: ❑Alteration Square Footage Of Work: dOc.2 5C. ❑New ❑ Repair/Replace 0 Demolition + f: 5 . g/ Submittal Fee $ 50.00 *** **** ** * * *** ** *,j, *****Fees**************** ** *** * **** aA0 Permit Fee $ �r / CCF " ( tCO /CC Notary $ Scanning $ •■•■• Code Enforcement $ • Training/Education Fee $ Technology Fee $ Radon $ Zoning $ond $ Structural Plan Review. $ Total Fee Now Due $ ( ?O (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State 1 " � Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 1" ' A Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR' IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 01? 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 o the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attach tent. 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 ,y d a reinspection fee will be charged. Signature 14b/A Signature - a Owner WI. ent Contractor The foregoing instrument was ac owledged before me this The foregoing instrument was acknowledged before me this 13 day of 9 , , 20 o (, by o te , , day of , 20 VS, by 4,t W' t who is personally known to me or who has produced who rsonally known to me or who has • As identification and who did take NOTARY PUBL Sign: Print: My Corn MY GENEROZO C PUBLI Sign: Print. * ** * * * ** * w:rr++� rNth eftl ission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** * * * * * * * * * * * * * * * * *. * * ** * * * * * * * * ** * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED B : 1, ,, Jt-I1- 17( Plans Examiner Engineer Zoning Cho 05/13/03 ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY 4/ OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0— 1 HP STEAM BOILERS SHOWER i./.' MOTORS OVER 1- 3 HP NOT WATER BOILERS SI11C, POT /3 COMP. - MOTORS OVER 3— 5 IF MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5— 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8— 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10— 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 IF VIOLATION INDIRECT WASTES-' A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER —NEW INST. GENERATORS TRANSFORMERS _ HEATER— REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER —WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMAERC I AL WATER SERVICE SIGN TUBES SEWER CONNECTIONS i SIGN TRANSFORMERS UTILITY —SEWER SIGN TIME CLOCK UTILITY —WATER / FIXTLRES SEPTIC TANK s/ ANTENNA RELAY TELEVISION OUTLETS ) DRAINFIELD, 4" TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK RE I NSPECT I ON SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph ° e: (305)795 -2204 Fax: (305)756 -8972 21504 1ST Inspection Date: 01/31/2006 Inspector. Levrack, James Owner: RODRIGUEZ, DIEGO Job Address: 9406 9 Avenue NE Miami Shores Village, FL Project: <NONE> Block: Contractor: ALADIN PLUMBING & CONSTRUCTION CO aff Permit Type: Imported Permit Inspection Type: Water Service Work Classification: Plumbing Phone Number Parcel Number 1132060020030 Lot: Phone: 786/234 -0666 Building Department Comments Monday, January 30, 2006 Page 2 of 2 Passed Inspe o` C ,, 4 „- f\ L i en /--j(- a G 5-',2-- 6 I ork... , Failed Correction Needed g i� Re- Inspection Fee ($75) No Additional Inspections can be scheduled fee is paid. until Monday, January 30, 2006 Page 2 of 2 151 L lO MIAMI SHORES VILLAGE 0117:1)03- it r BUILDING DEPARTMENT 305 - 795 -2204 t Building Inspection Request Dat: I Type Insp'n Permit No. PI O) 5C Name icio..)e 2 Address 9 G 1 - l q Company P\C I Phone # Inspection Date Approved Correction Re- Insp'n Fee Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/10/2005 Electrical Permit Permit Number: EL2005 -64 Applicant: DIEGO RODRIGUEZ Owner: RODRIGUEZ DIEGO JOB ADDRESS: 9406 NE 9 AVE Contractor PRIME ELECTRICAL Local Phone: 305 - 693 -6800 Parcel # 1132060020030 Contractor's Address: 1609 NW 79 ST Legal Description: PL OF 1ST ADD TO MARILYN HGTS Page 1 of 1 PB 41-60 LOT 3 LOT SIZE Fees: Description Amount FEE2005 -5648 Building Fee $345.00 FEE2005 -5649 CCF $1.80 FEE2005 -5650 Training and Education Fee $0.60 FEE2005 -5651 Technology Fee $8.63 FEE2005 -5652 Scanning Fee $3.00 FEE2005 -5653 Submittal Fee ($50.00) Total Fees: $309.03 Total Fees: $309.03 Total Receipts: $0.00 Q5 Permit Status: APPROVED Permit Expiration: 8/13/2005 Construction Value: $2,500.00 Work: ELECTRICAL FOR MASTER BATHROOM - MASTER BP04 -1157 Signed: (INSPECTOR) �d� 01 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: lvliam.i snores V iiiii c D uiiuiii6 tA.1 1.111V11t NMerClIVICI gR APR 19 06 JIB BY: ......... Change of Contractor Permit No. 6 P 61.4 fwner's Name (Fee Simple Titleholder) II(1/41 b Owner's Address C;11/0& 12 q City 1�i crn i Orr-its State F Tenant/Lessee Name • wrier, O'S---)S-7 10G0 Zip ie Phone # Job Address (of where the work is being done) 4c) Q NE Ps' City County Zip Legal Description pri me_ Contractor's Company Name Vtaiirbl. EfkaYi (- Contractor's Address 1149 °I N W' 7i City rYtU&V4 \ State r(°' 510hatiii Jo WLS -Ft.vvL St/ Cd9-14/10.12 io ivL Qualifier Describe Work: Phone # 305 69 3 660 Zip 33(U: I hereby certify that the work has been (abandoned) and/or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. Signatur ',. I' ' / ;�►� Signature • s er • Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of _, 20 who is personally known to me or who has p As identification and who did take an oath. NOTARY P Sign: Print: My Co 1sston on Expires: Rev. 09/19/03) 113,200 Bonded.rtsu Atlantic Bondm¢Co• Inc yof ,20,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission expires: ivnami snores V silage Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 05 756.8972 FEB 1 4 �nn5 . a ter Permit No. ePo 4-1153- BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Permit No. 10C)—(d-1 Plumbing Mechanical Roofing Owner's Name (Fe ti¢'1'> eliolder) Rd cl Vez. Phone # 0 °) 75 7 ,1 Q 6 o Owner's Address Cr i d W.5 Q It Akk, City m 001A l'tove.3 State � Zip 13 `43 11 Phone # ( bS) 751- I a 6 e Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village is Building Historically Designated YES cl 0 L1 l6 ar. q e=i County . Miami -Dade Zip NO d� Contractor's Company Name PR t ryt 1 J cT/ c Contractor's Address /(0c7 /V W 7 9'5' City /€4».7 State (orilvtik Zip —S31 / Qualifier S ' L Phone # `3oS X92 6 g �a State Certificate or Registration No. /Q'lt g .Certificate of Competency No. 2( 9/ 04-2 2 Architect/Engineer's Name (if applicable) Ktri+l TtyrvveA. Phone # ( 9'59 2 71 — goo 6' $ Value of Work For this Permit ct 5 0 0 Type of Work: Describe Work: t+ wB cobi a.ttvoi, ddition El Alteration ❑New Square Footage Of Work: i 0C c S ❑ Repair/Replace ❑ Demolition 'fr\ Submittal Fee $ ;QC Permit Fee $ t (N Notary $ Scanning $ Code Enforcement $ Training/Education Fee $ (t.S95 * eesa,t * :".'e r **Aivv y pto �'vyI e /�JSC P4pet �Q CCF $ /I. • CO/CC 0° CO0 Technology Fee $ Radon $ Zoning Bond $ Structural Plan Review. Total Fee Now Due $ 30 9` ®, (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address a 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 en (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and, -' reinspection fee will be charged 0 ' :'j' Agent Contracto The foregoing instrument was acknowledged before The foregoing instrument was acknowled day of , 2O� V", by - day of 1 ( , 200 who is personally known to me �.: prod wh is personally kno �- ., '��,..: �: .a ,uced�' ho did take an oath. ;A�. ^; , o did take an oath. NOTARY PUB Sign: Print:;: My Co II on .fires: NO ARY PUBL Sign: Print: My Co ission Expires: ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *, * ** APPLICATION APPROVED B Cho 05/13/03 *************** * * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 -051 Inspection Date: 08/07/2007 Inspector: Devaney, Michael Owner: RODRIGUEZ, SALLY Job Address: 9406 9 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: PRIME ELECTRICAL CONTRACTORS INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)757 -1060 Parcel Number 1132060020030 Lot: Phone: 305 - 693 -6800 Building Department Comments LOW VOLTAGE 3 CABLE TV AND 4 PHONE OUTLETS G 0 8 2001 Passed Inspector Comments My 2,,II° ./ ils, 1 cyde____ ?/52-A:1%;re Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, August 6, 2007 Page 2 of 2 Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 -795 -2204 Permit Number: BP2005 -418 Printed: 5/9/2005 Applicant: DIEGO RODRIGUEZ Owner: RODRIGUEZ DIEGO JOB ADDRESS: 9406 NE 9 AVE Contractor JAL CONSULTANT Local Phone: 786- 292 -2770 Parcel # 1132060020030 Contractor's Address: 10876 SW 2 TERR Legal Description: PL OF 1ST ADD TO MARILYN HGTS Page 1 of 1 PB 41-60 LOT 3 LOT SIZE Fees: Description Amount FEE2005 -5635 Building Fee $270.00 FEE2005 -5636 CCF $1.80 FEE2005 -5637 Training and Education Fee $0.60 FEE2005 -5638 Technology Fee $6.75 FEE2005 -5639 Scanning Fee $15.00 FEE2005 -5640 Submittal Fee ($50.00) Total Fees: $244.15 Total Fees: $244.15 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 9/19/2005 Construction Value: $2,200.00 Work: INSTALL NEW WINDOWS AND SHUTTERS FOR MASTER BP2004 -1157 v:iy 1 0 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLIC FBC 2001 Permit Type (circle): ivilami mores v inage Building Department 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Fax: (305) 756.8972 057-'14 k Permit No. Master Permit No. e 11 ff. —p Owner's Name (Fee Simple Titleholder) c ShVlie% Elec`rical Plnmbng Mechanical Ctodr■ Coo Owner's Address q H O ‘ 'WE 15 fi City il‘1c wM' �h � State F Tenant/Lessee Name IV A , Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated . YES Roofing Phone # (3 eS) 7� 7-10 6 0 Zip 3113 `u' Phone # �A ism County Miami -Dade Zip NO Contractor's Company Name icrif11._ a ��5�� c�„� Phone # (`je6) 4\ 1 -15-0 Contractor's Address ' t ® 8 75 9 ) P1 Qualifier alb Zip '116s State Certificate or Registration No. C G C_ c rj % 0 6 5 Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 2,,00 �K. Type of Work: • Describe Work: ddition 0Alteration Certificate of Competency No. ['New Phone # tin Square Footage Of Work: 0 Repair/Replace ❑ Demolition ****************************Fees* Submittal Fee $_ a Permit Fee $ a� NotarY $ Training/Education Fee $ op • Scanning $ ""� Radon $ Code Enforcement $ Total Fee Now Due $ (/(-A ' * Zoning Structural Plan Review. $ (Continued on opposite side) * * * * * * * * * * * * * * * * * * * * * ** cc y$ / 90 CO /CC Technology Fee $ be 2 3 Bond $ �— Bonding Company's Name (if applicable) Bonding Company's Address .f` A City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address 1/' �} 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 is ance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the ne'ice 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 even (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and reinspection fee will be charged. Signature .i I,II� Owner or gent The foregoing instrument was acknowledged before me this 3 day of 3 , 20 b y', by who is personally known to me or who has produced L NOTARY PUBLIC The foregoing instrument was acknowledged before me this 3 day of 3 , 20a, by ga, who is personally known to me or who has produ as identification Sign: Print: My Commission Expires: ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Cho 05/13/03 1OZOU 3139 e Print: My Commission Expires: ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MAR 2 4 2 Plans Examiner Engineer Zoning -1� • IM( I:E /)7L7i7/; del' /o 6'r r 5 PRODUCT CON'><'ROL OF•ACCEPTANCE Safeguard Hurricane Protection Systems, Inc. 1315 Neptune Drive Boynton Beach ,FL 33426 Your application for Notice of Acceptance (NOA) of 0.050" Perforated and Solid Aluminum Storm Panel under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types.o Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure thi . product or material at any time from a jobsite or manufacturer's plant for quality control testing: If thi. product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend th, use of such product or material immediately. -BCCO reserves the right to :revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South F1-;d Building Code. MIAMI -DADE COUNTY, Flr" I METRO -DADE FLAGLER BL BUILDING CODE COMPLIANCE OFF!! METRO -DADE FLAGLER BU1LDl. 140 WEST 1-1AOLER STREET. surrE 16 MIAMI. FLORIDA 33130 -15 (305) 375 -2901 FAX (305) 375-29 comitAC OR L Ct? m'C SECnc (305) 375-M7 FAX (305) 375-2; corriucrou ENFORCE-A rE.vr umvisic (303) 373 -2966 FAX (3051375 -29 PRODUCT CONTROL DIVIS)C (3031 375-2902 FAX (33051372-63. The expense of such testing will be incurred by the manufacture[. ACCEPTANCE NO.: 00-032748 EXPIRES: 12/3112004 V IS IS I1 VE H gl •r f Raul Rodriguez Chief Product Control Division D. 1• 'AL PA . ORS E AN ER-tL CONDITIONS BUtLDI G CODE PRODUCT REVIEW COMMITTEE This application for Product Approval has Code and Product Review Committee to be forth above. APPROVED:_ 09/07RAQ0 been reviewed by the BCCO and approved by the Building used in Miami -Dade County, Florida under the conditions set • Mr114.500011pr.2000UtempImilrtodco acceptance corer pap dot Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office POMA CORPOJiAT1ON :s1#o BELVEDERE ROAD WEST 33411 PROW 561-710-5799 A4 1-1188-723.74112 Bed Whig Official Department RE: PRODUCT APPROVAL 47uonizAnort Nom To Whom ltMay Concern: We latter authorizes to use our 0.063 Aluminum Strom. Panel undectho Acceptance loo. 99-0219.01 to be used at the . tallowingjob: Nemo of Swam Be advised thatPonta enc is e n a supplier to the above-referenced venaed prgJeceob add and shall not be respowdblefor installation llatuia Qf t ose '1* and shagnot accept any liability ariabrg out of or in connection with tnstatla>lent orb ;waft qft nniferiak. David T. Zajac Provident Foam Oospomtion Shutter Deparbutat This Sum nutat accompany the 1m bribe b ag end shall bei:oanspturtcftim pandt documents. Tim authorized signature nuntbear Hm raised seal ofthe "spry. . 1 jartgurriesne Protection Systems. Inc. ACCEPTANCE No.: 00 -0327.08 APPROVED : SFP - 7 2000 - EXPIRES ,r: 12/31/2004 NOTICE OF ACCEPTANCE: SPECIFIC CONDIT'I'ONS SCOPE This revises and.zenwes the Notice of Acceptance No 98-0728.09, which was issued on Doren 31, 1998. It approves an storm panel type shutter, as described in Section 2 of this No of Acceptance, des;iganetito comply with the South Florida Building Cc, 1994 Bditlon for Ma . Dads County, for locations where the pressure requirements, as mined by SFBC qa] 23, do not exceed the Design Pressure gig valucs indicated in the approved drawings. .PRODUCT ]IESCR PTION with aluminum storm panel type shutter and its components shall be constructed in strict c omplia, g No. 00 -052, titled " 0.050" Perforated and Solid Alurnini Stour Panels" prepared by Knezevich .c Associates, Inc., dated March I4, 2000, last revision did August 6, 2000, sheets 1 through 6 of 6, beetdng.tha try Product Cont stamp with the Notice of Acceptance number and approval date by the Miami -Da nounty Product Control won. These documents shall hereinafter be referred to as 'die approv +CITATIONS All 'pennanent act components, included metal 5, headers be but not kited to anchor colts, cone all tom. P aonvsioq contamination and damage INSTALLATION Tbis aluminum storm panel type with the appzo with and its components shall be installed in strict compliant LABELING - - %Hawing statement "Maud-Dade pmanent label wttth,, the: manufactcnrt�s � or logo, city, state and at County Product Control Approved BUILDING PERMIT REQUIREMENTS 6.1 Apps for ballerina 6.1.1 This N f shall be accompanied by copies of the following: 6.1.2 DuplicattRopies of clearly e , as + ed In Saxton 2 of this Notice o. show the -components salmi for the pmposie 6.1.3 Any. other eta required by the Building Official or the South Florida Building Code (MC) in order to properly evaluate the installation adds system. Beira PE.- Product Product Control Divis io Control E�camincr 2of3 ajard Hurricane Protection Systems. Inc. ACCEPTANCE No.: 00-0327.08 APPROVED SEP - 7 2000 . - EXPIRES . : 12/3112004 '1'&'i' I_ •NS Renewal of this Acceptance (approve!) shall be considered after a renewal application has been filed and th original submitted documents, including test -supporting data, engineering documents„ are no older than eigh (8). Yams - Any and all approved products shall be permanently labeled with the manufacturer's name„ city, state, and the following statement "Miami -Dade County Produer.Control Approved ", or as specifically stated in the specific conditions of this Acceptence. Renewals of Acceptance will not be considered if. . a. There has been a.cbange in the South Florida Building Code affecting the evaluation of this produce and the product is not in compliance with the code chinges. b. The product is no longer the same product (identical) as the one originally approved c. If the Acceptance holder has not complied with all the r+equuzments of this acceptance, including the correct installation of the product. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer praciiciag the engineering profession. Any revision or change in the materials, use, andher manufacture of the product or process shall automatically be cause for termination of this Ate, unless prior written approval bus been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following sbalLalso be grounds for removal ofthis Acceptance: R. Unsatisfactory performance ofthis product or process. b. Misuse of this- Acceptance as an endorsement of any product, for sales, advertising or any other prop The Notice of Acceptance number peceded by the words Miami -Dade County, Florida, and followed by the ncpiratioa date may be displayed in advertisiag literature. If any portion of the Notice of Acceptance is fisplayed, then It shall be done in its entirety. 1 copy of this Acceptance as well as approved drawings and other docents, where k applies, shall be >tovided to the user by the rnarmfacturer or its distributors and shall be available for inspection at the job site t all time. The engineer needs not reseal the copies. allure to comply with any section of this Acceptance shall WI cause for termination and removal of Lcceptance. iris Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. P.E. - Product Control Examiner Product Control Division 3 of 3 reri V4• NL tar r ,. 1417-11 ALUM. LAP '��sLmTRUr s 3/141 A • LECITIOCta Orr SIAM WAN 4 ® sCAL1+r CARRY 98AA1 W 1 cQ?*IErnON 1118TAILA 41 .r -o- IOSTINO FINISH 1OBDN[RETB yEAM MCUNTSECTICN �TASt a4H MOM CONCRETE. HOLLOW -- ANCHOR R0 E W000 FRAHM r & sar r. B11, Use' TER SCREW r • AS , SEE ANCHOR REPIRONCII IJa.` MAX. �TR�� !0 r TRUSS Iw. C7s- TYP- -- ,114- LITtAD • R �`,� 04 V4` IORI fI4411!.!.NUT TWO 1116 0O AL4•3`\r•r T A S L B �1IHP ARA Buss TABLE r x 8' eoe3 -TB ALUMINUM PJMOITHIMOMMI - 0•224* NTEi 1HICIIME511 - IA78T TmsurAa w' bIMD � Ott iP S.PJ AWTENER. 50 ANCHOR Nnatr CREW STUD a` 0.C. 4-0 6-0 0 -0 10- 4 sa 0.0 Mt. 6 -0 5-5 1 -3 44.0 BEAM VAN MT. •MI BOA 00.0 15.1 13 -7 11.4 11 -1 14 -II 13-0 n -N 10 -n 1L -0 11.1 30 -11 10.4 MATT/MTH N NWL TO WS WI NPAWL SPAII + V. APPUCAIION MALL e1 OMORMONIO OVA > PROP. R OR A ARCHREOT. MALLELVAREIBUCMatgallazgra `o MONROE COUNTY, FL MASTER DRAWING EXPIRES: 07/07/07 t ly ® E261113.1 - 112-•r -o- ST ' 3TAtitt l. w 74- c.ItYP MVP r OVERLAP RAE. O7YPI0AL CORNEA DETAIL 0 ALES1.I/V r•C n7CA LD 1• Cotter oETAL suttal•11r. r. . .• MINIMUM STORM PANEL REPARATION FROM t POSITIVE oESt°+( ttg tom , -- ACTUAL SPAN ILL iPT -«1 PERFORATED - SOL10 M t ftP. FOR ALL tp$TAL1.AT10132 tlf3 T1AR R ABOVE 0RAE MOWS! EON. UP. FOR ALL 011 ?ALLAT*OWI MATER 7t ABOVE GRAM I*0O(S1 3*/1 fiP. 3011 ALL trISTALLAt10 is U63 7MAN MADE PR. SIP. FOR All 1t37ALLATI NS LOOVE ORAOt 10303.41 WV /IDSPAN TEAM BOLTS t•IDSPAN 0I ao�rs =Ma titOSPAR TS MIDSPAX UQLTS SOW 30.0 3.0 4-1/ L.vt 1-1I1 1 111 6 • U 4.1/2 3 2 ;.1 /3 .3 - 3/L p. 9 4 -1/2 7.3/L • 3 4.112 3.3/4 1.112 40.0 1.0 4.1/2 3 1.110 200 3 1-1/0 1 - 7 1 -1/2 3-UL 1-i /4 . 1112. • 3 3-1/1. 3.1/0 10 - 9 4 -1/2 3-3/4 3 -3/4 1.231 3.3/1 3 60.0 3.0 1.1/2 3 1.234 3 3 1.111 7 0 4-113 3 - ups 23232 ' ! 7.114 t - n i .va i 2 -�(t 10.2 4 -v2 1- 4 3.j /'L 4.112 34/4 3 .. 80.0 9 - 0 4 -1 /2 1.111 Srr6 3 1-114 7- a 6 -1/2 3 - 1-i/k. ' - 4-117 3 1 -113 9- 3 L.1/3 3 -3/e 1•3/8 4.1/2 3 -114 3 • 2 -1/3 ' 1.11E 70.0 0 4 -t/2 3 1-1/4 3 • 7 4•112 1 -1/L_ 1 L.1/t� _ 1.1.4 - 2.1/1 POR °OMPL3T13 *KNOB 50►$0ULE NOUN BEE MEETS r` T A k MAX ALLOWABLE PERFORATED SPAMSCHEDULP Ka. Dom AO (PLPI SPAN (P3•00 40.0 10 -8 44.1 10. 3 40.8 10 -1 10.11 16 -1 323 91.0 1.e 60.0 1.1 62.1 1.1 65.0 3.10 46.0 6.1 10.0 t•7 17.0 1.6 130 1 -3 00.0 7., 40.0 • 11 91 0 6 -2 160.1 1.3 110.0 s -I 120.8 3 -7 130.0 L . • 140.0 L -5 131.0 4.2 160.0 170 0 3 • 10 3.11 1000 3.3 190 0 3.1 2000 3.1 J$0TE I FOR Tk0.101 6 >S L ftrt Sptt tfft WO LOAD CALCULATION a PROP['IS001AL 3N00KER. LEMUR /AMA 1 VITMANLLOATw7 05 54N�LOAD SPAN.TPO .�OxA4SLESi�CEPAT18 144.2* tt0 1111 NEOA. LOADS AAL 1. MR 0!3102* LOAM /E71ftt2 TABULATED VALUES. USE ERE %T -OMER LOAD DR L1*EAR 11T1RPOLATION MAY 83 USt0 TO OETERMIRE MAX. AU.OMABLE STORM PALM SPAM. 1. ENTER TABLET MMTN P05T5YE OEM LOA° TO DETERMINE MOL S TORN PANEL SEPA2ATEDI FROM MONROE COUNTY, FL MASTER DRAWING EXPIRES: O7 /0x/01 4 3 i 00 -052M La. TAI' :i•:iTl•lr77∎ i ,r ��y MOM T1T1 orEECEIEIE 1LLf'J ' ROM 9 Er a 7 I Mir" 65 12 62IE air 11EUe 7rE7 6 t PAIALLL40R woos sum 10 72 12 12 11 9 Ern 6 Er 7 6 92 12 12 1 7 IEIE 7 6 Ern A 200 12 r 7 6 IEr 7 6 EI 7 6 t-• vir n"uo woe 1.331v/112 341.131.13. 11/1. 00�ro AR 12ri['ME E9 7Er7 6 62 iF'.iiE 11 9 EE 1 S Eti 6 9 92 92 Em [ffE, 9 7 a A E EIF [E 6 6 s 4 EEC EEL 6 6 s 1 2001212Q SIZIE6 Srr6 9 * a= v4Y:aean.ur, rt�w„1, w1 4 1/14.7 s.ww� 45 12 17 12M EM! !IEEE 9 62 12 ©u E Ernrr e 7 e �IF[I© Er e 7 7 72 ®n 12IEEE 92 12 12 11 9 EE e 7 200 t2 121LE12E1M9 12 8 7 Er Ear 0 7 7 6lEE15 S EEL, 0x16 7 4 l` 11 \\\I Uri1111. 11MmhON/ 110.11 aalwwt AOLI 49 62121211B 72 Er. 9 7 0IE6 4.r6 • 92 10 12 7 3 5E6 4DE6 4 200 a 12 6 4 8 IF 6 4 6 6 4 POR °OMPL3T13 *KNOB 50►$0ULE NOUN BEE MEETS r` T A k MAX ALLOWABLE PERFORATED SPAMSCHEDULP Ka. Dom AO (PLPI SPAN (P3•00 40.0 10 -8 44.1 10. 3 40.8 10 -1 10.11 16 -1 323 91.0 1.e 60.0 1.1 62.1 1.1 65.0 3.10 46.0 6.1 10.0 t•7 17.0 1.6 130 1 -3 00.0 7., 40.0 • 11 91 0 6 -2 160.1 1.3 110.0 s -I 120.8 3 -7 130.0 L . • 140.0 L -5 131.0 4.2 160.0 170 0 3 • 10 3.11 1000 3.3 190 0 3.1 2000 3.1 J$0TE I FOR Tk0.101 6 >S L ftrt Sptt tfft WO LOAD CALCULATION a PROP['IS001AL 3N00KER. LEMUR /AMA 1 VITMANLLOATw7 05 54N�LOAD SPAN.TPO .�OxA4SLESi�CEPAT18 144.2* tt0 1111 NEOA. LOADS AAL 1. MR 0!3102* LOAM /E71ftt2 TABULATED VALUES. USE ERE %T -OMER LOAD DR L1*EAR 11T1RPOLATION MAY 83 USt0 TO OETERMIRE MAX. AU.OMABLE STORM PALM SPAM. 1. ENTER TABLET MMTN P05T5YE OEM LOA° TO DETERMINE MOL S TORN PANEL SEPA2ATEDI FROM MONROE COUNTY, FL MASTER DRAWING EXPIRES: O7 /0x/01 4 3 i 00 -052M La. • wow CWISSIMENWRNI MRHININSW t I 4. fitiMsfalihr *NSTALLLO IN ACCORDA/ICE MITM MMiYRACTUR8R5• L 11T1t SPECIFIC W0O LOAD CALCULATIONS tY PROPt55iONAL EN09DflA 8. I ts+ @10&DM[Nr AMO £D06 OtsTANCC E1tcLUois MALL MINOR STUCCO. ma I RIb ivy ilarATZEIVEVITHEWSMI t0. ®01$ZNA Its mown cowmen 404Q1 ARE NOT *taproots I151ts. ri * 411 ANIH S! IR t AR8 RIMOVARL& 8r REMOVING MACHOS SCAM MONROE COUNTY, FL MASTER DRAWING EXPIRES: 07/01/01 . 1' .'t5 :1 (.4:j=7011jI- •� 1 - J+.'.1`i t`AnL . • L 1 . 1681111611-"-1f. TL: li".:i= iltiir 1. (. .�.1. • .. • -�� .... .:... , . .' NOM 1171 � aF,7 , I IT •3 '.�R 1 �� u' 11.1:.,-,. . E .�_' AX1311061YPE LO • cm PIP t"u. �•. �1 10 - ir) L_ifT t , MOTH t 4- i ■ NND181 SF 4• 6• '01' O�ir. u fl ■ IM,' :1L r " 9 1 101@ ' r . • ■ ■■:r : r.r f a ll++ ) 1f07! 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I ts+ @10&DM[Nr AMO £D06 OtsTANCC E1tcLUois MALL MINOR STUCCO. ma I RIb ivy ilarATZEIVEVITHEWSMI t0. ®01$ZNA Its mown cowmen 404Q1 ARE NOT *taproots I151ts. ri * 411 ANIH S! IR t AR8 RIMOVARL& 8r REMOVING MACHOS SCAM MONROE COUNTY, FL MASTER DRAWING EXPIRES: 07/01/01 iU En ineerin Waver Sheet This cover sheet is provided as per Florida Statute 61015- 31.003 in lieu of signing and sealing each individual shut, An index sheet of the truss designs numbered and. with the identification and date of eah drawing. which is Engineer of Truss Design Package John A. Ater, P.J. FL Reg. Eng. No. 36205 3320 Paddock Road Weston, FL 33331 (954) 600.,7123 Project Name: INNOVATIVE CONST. N° 835 MR& MRS.RODRIGUEZ 9406 N . E . 9 AVENUE MIAMI SHORES,. FLORIDA Building Authority: . MIAMI SHORES, FLORIDA Design Load: 30 + 15 - 0 + 10 Building Code; FacaallAssaaa Software Used; Mi' ek 2000 der. 5,1 Project Engineer of Record; . • • •••.•.. • • • • • • . • '•.•... .. .. • • • • • ••• • • .. ••• ••• • • • • • . • • • • • • • •• • •• • • •• • • • •• •• • • • • • •• • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • •. • • • • • i • • ••' •• • • • •• •• • ••• • s :• ••• • RO14AL TRUSS CORP. 9550 NW 79 AVE. # 5 �HIALEAH GAEDENS, FL 33016 Phone: 305-822-0020/21 Fax: 305-822-0029 To: Reaction Summary Job Number: Page: 1 Date: 08 -02 -2005 - 10:26:34 AM Project ID: 835 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: 9406 NE 9 AVE. Account No: Designer: Eddie Davies -Ro Salesperson: 1erson: Quote Number: Name: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: _-I 6 CJ5 30 lbs. each 6 -10 -14 MONO TRUSS 2 -3 -9 2.82 0.00 Joint2 Joint? 366 Ibs. 437 Ibs. -437 Ibs. -334 lbs. -------- 2 CJ5A 28 lbs. each 6 -10 -14 MONO TRUSS 1 -11 -14 2.82 0.00 Jointl Joint 212 lbs. 458 lbs. -94 Ibs. -380 lbs. 2 H7 77 lbs. each 19 - 8 - 0 HIP 2 -11 -11 4.00 0.00 Joint 2 Joint 5 11691bs. 1169 Ibs. -905 lbs. -905 lbs. 2 H7A 75 lbs. each 19 - 8 - 0 HIP GIRDER 2 - 11 - 11 4.00 0.00 Joint 2 Joint 5 1174 lbs. 1040 lbs. -914 lbs. -643 Ibs. `\ 1 HG5 93 lbs. each 19 - 8 - 0 HIP GIRDER 2 - 3 -11 4.00 0.00 Joint 2 Joint 9 1798 lbs. 1798 Ibs. -1397 lbs. -1397 lbs. 1 HGSA 92 Ibs. each 19 - 8 - 0 HIP GIRDER 2 - 3 -11 4.00 0.00 Joint 2 Joint 9 1803 lbs. 1670 lbs. - 14071bs. -1135 lbs. ,- 1 HGSB 58 lbs. each 14 - 7 - 0 HIP GIRDER 2 -3 -11 4.00 0.00 Joint 2 Joint 5 ^+' 1356 lbs. 1356 lbs. -1035 lbs. -1035 lbs. m eV 1 HG5C 56 lbs. each 14 - 7 - 0 HIP GIRDER 2 - 3 -11 4.00 0.00 Joint 2 Joint 5 1362 lbs. 1225 lbs. -1048 lbs. -769 lbs. �1 13 J1 4 lbs. each 1 - 0 - 0 JACK @ 45 0 - 11 - 11 4.00 0.00 Joint 2 Joint 3 Joint 4 (--- 212 lbs. 91 lbs. 9 lbs. -368 lbs. -22 lbs. Joint 1 Joint 2 Joint 3 50 lbs. 41 Ibs. 9 lbs. -28 lbs. -46 Ibs. =: 3 J1A 3 Ibs. each 1 - 0 - 0 JACK @ 45 0- 7- 15 4.00 0.00 1411 • / 14 J3 10 lbs. each 3 - 0 - 0 JACK @ 45 1 - 7 - 11 4.00 0.00 Joint 2 Joint 3 Joint 4 297 lbs. 79 lbs. 25 lbs. -402 lbs. -53 lbs. \\\\ C-- �� 2 J3A 9 lbs. each 3 - 0 - 0 JACK @ 45 1- 3- 15 4.00 0.00 Joint 1 Joint 2 Joint 3 139 Ibs. 113 lbs. 25 lbs. -77 lbs. -126 Ibs. Imo • _---- �- 20 J5 16 lbs. each 5 - 0 - 0 JACK @ 45 2 - 3 - 11 4.00 0.00 Joint 2 Joint 3 Joint 4 392 lbs. 184 lbs. 45 lbs. - 434 lbs. - 180 lbs. d � -_ Ti 82 lbs. each 19 - 8 - 0 COMMON TR 3 - 11 - 0 4.00 0.00 Joint 2 Joint 6 1169 lbs. 1169 Ibs. -880 lbs. -880 lbs. - - 4 TIA 80 lbs. each 19 - 8 - 0 COMMON TR 3 - 11 - 0 4.00 0.00 Joint 2 Joint 6 1174 lbs. 1040 lbs. -889 Ibs. -618 lbs. Joint 2 Joint 6 ,886 Ibs. 759 lbs. I/ • - 734lbs. -456 lbs. „ =ll 6 T2 59 lbs. each 14 - 7 - 0• •• • COMMON •I R • • • • • 3 - 0 -14 4.OQ • 4).0!! • - - • • • • • 0-11)-411-• • • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • •• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• • • • •. ••• • • • ••• • • ROYAL TRUSS CORP. 9550 NW 79 AVE. # 5 ,HIALEAH GAEDENS, FL 33016 Phone: 305- 822 -0020/21 Fax: 305 -822 -0029 Project: Model: Block No: Lot No: To: Reaction Summary Job Number: Page: Date: Project ID: 2 08 -02 -2005 - 10:26:34 AM 835 Contact: Site: Office: Name: Phone: Fax: Tentative Delivery Date: Deliver To: 9406 NE 9 AVE. Account No: Designer: Eddie Davies -Ro Salesperson: Quote Number: •• .•• • • • • • •• • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • •• • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • .• • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • •• •• •• • • •• • • • ti MoD 835 !rues CJ5 truss type MONO TRUSS uty 6 viy 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. on Aug 01 16:57:30 2005 Page 1 -1 -5-0 3 -10-7 6 -10-14 710-14 1 I 1 1 -5-0 3-10 -7 3-0-7 0-2 -0 Scale = 1:14.6 2x4 I 1 5 4 2.82 12 I 3x4 % ■ 3 1111111 9 2 8 • 2x4 11 2x6 = 3x4 = 3 -10-7 6 -10-14 I 1 1 3-10 -7 3-0-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.01 8 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.15 Vert(TL) 0.17 1 >127 240 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 31 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 366/0 -8-0, 7= 437/0 -3-8 Max Horz 2= 303(load case 2) Max Uplift2=- 436(load case 2), 7=- 333(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -9 =0/22, 2 -9 =0/22, 2- 3=- 534/59, 3-4 =- 125/30, 4-5 =- 11/0, 4-7 =- 223/282 BOT CHORD 2-8 =- 269/494, 7-8 =- 2691494, 6 -7 =0/0 WEBS 3-8= 0/55, 3- 7=- 520/227 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 436 Ib uplift at joint 2 and 333 Ib uplift at joint 7. 3) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard • • ••• • • • • • • • 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 : • • Uniform Loads (plf) • • • • Vert: 1-9=-90 •• • ••• •• • • • •• Trapezoidal Loads (plf) Vert: 2=-2(F=9, B= 9)- to- 6=- 35(F = -7, B = -7), 9= 0(F =45, B= 45)- to- 4=- 149(F = -29, B = -29), 4 =- 149(F =- 291,OHN iN• ILTER, P.E. B=- 29)- to-5=- 155(F =-33, B = -33) • • • • • • • • , • • • • • • • • • REGISTERED STRUCTURAL ENGINEER • • � • • • • • • • STATE OF FLORIDA #36205 •• • • • • • • • • • • • ' • • • • • • •• • • • ' • • 6•6 3320 PADDOCK ROAD, WESTON, FL 33331 • • ••• • • • • ••• • • • • • • • • • • • • •• • • • • ... AUG a 21005 • ••• ••• • • • • •• ••• ••• • • • ••• • • JJD 835 Iruns CJ5A Iruns type MONO TRUSS uty 2 my 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 Mlrek Industries, Inc. Mon Aug 01 16:57:31 2005 3 -10-7 6-10-14 7r0 -114 Page 1 I— 1 3-10 -7 3-0-7 0-2-0 Scale = 1:12.3 2x4 II 4 3 2.82 12 3x4 -.--" • 1 7 2x4 11 ;.. 2x6 = 3x4 = 3 -10-7 6 -10-14 1 1 3-10 -7 3-0-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) 0.02 7 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.18 Vert(TL) 0.02 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 28 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 8-6-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 212/0 -8 -0, 6= 458/0 -3-8 Max Horz 1= 249(Ioad case 2) Max Upliftl = -93 (load case 2), 6=- 379(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 621/247, 2- 3=- 120/28, 3-4 =- 11/0, 3-6 =- 211/257 BOT CHORD 1 -7=- 476/591, 6-7 =- 476/591, 5 -6 =0/0 WEBS 2 -7 =0/52, 2- 6=- 622/446 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 Ib uplift at joint 1 and 379 Ib uplift at joint 6. 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard • • ••• • • • • • • • 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 : • • Trapezoidal Loads (plf) ' • ' • Vert: 1=-2(F=9, B=9)-to-5=-35(F=-7, B=- 7),1 = -7(G3 1, 8 1)-fiei 3 =?49(P = 29,'g =-29), 3=- 149(F =St9H N A. f LTE R P. E. a B=- 29 )- to-4 =- 155 (F = -33, B=-33) REGISTERED STRUCTURAL ENGINEER • • • • • • STATE OF FLORIDA #36205 •••• •••• •••• • • • • • • • • • • • 3320 PADDOCK ROAD, WESTON, FL 33331 •• • • • • • • • • , • • • • • • • • • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • AUG @ 2 2005 • • • • •• • • • • • • •• • •• • • • • •• • •• ••• • • • ••• • • 835 buns H7 Truss Type HIP QtY-Pil 2 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Mon Aug 01 16:57:33 2005 Page 1 1-1-0-01 7 0 0 1 12-8-0 19-8 -0 -841 1-0-0 7-0-0 4.00 1 12 2 1 4x10 3 5-8-0 = 4x10 4 I = 120 7-0-0 1-0-0 Scale = 1:37.7 tn rv. 5 N 5 ; R1 i �� _ Ia is 9 8 7 2x4 I I 3x4 = 3x4 = 7 -1 -12 12-6 -4 19-8 -0 .. 3x5 = 3x5 = 1 I 7 -1 -12 5-4-8 7 -1 -12 Plate Offsets (X,Y): [2:0- 2- 4,0 -1-8], [3:0- 5- 8,0 -2 -0], [4:0- 5- 0,0- 1 -13], [5:0- 2- 4,0 -1-8] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.63 BC 0.64 WB 0.16 (Matrix) DEFL in (Ioc) Ildefl Lid Vert(LL) 0.15 5-7 >999 360 Vert(TL) -0.24 2 -9 >937 240 Horz(TL) 0.06 5 n/a n/a PLATES GRIP MI120 249/190 Weight: 77 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-4-12 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-6-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 1169/0 -8-0, 5= 1169/0 -8-0 Max Uplift2=- 904(Ioad case 2), 5=- 904(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3=- 2245/1327, 3-4 =- 2036/1336, 4-5 =- 2245/1326, 5-6 =0/28 BOT CHORD 2- 9=- 1075/2026, 8-9 =- 107212035, 7- 8=- 1072/2035, 5-7 =- 1074/2026 WEBS 3-9 -0/153, 4-7 =0/226, 3-7 =- 262/262 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL =5.Opsf; BCDL= 5.Opsf; Category II; Exp C;-enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 904 Ib uplift at joint 2 and 904 Ib uplift at joint 5. •• ••• • • • • • •• LOAD CASE(S) Standard • • • • . • • • JOHN A. 9LTER, P.E. •• ••• •• • • • •• REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 • • • • • • 3320 PADDOCK ROAD, WESTON, FL 33331 • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• ••• ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • ••••• "" AUG -22005 • ...... • • •... ••• • • • • ••• • • J0D • 835 I russ H7A 1 ruse I ype HIP GIRDER Qty 2 Ply 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Mon Aug 01 16:57:35 2005 Page 1 1- 1-0-01 7-0-0 12-8 -0 19 -8-0 I I 1-0-0 7-0-0 5 -8-0 7-0-0 I Scale = 1:36.6 4x10 = 4x10 = 4.00 FT 3 4 r. in (4 8 7 6 3x5 = 3x5 2x4 II 3x4 = 3x4 = I 7 -1 -12 12-6 -4 19-8 -0 I I 7 -1 -12 5-4-8 7 -1 -12 I Plate Offsets (X,Y): [2:0- 2- 4,0 -1-8], [3:0- 5- 8,0 -2 -0], [4:0- 5-0,0- 1 -13], [5:0 -3- 14,0 -1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.19 5-6 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.26 5-6 >867 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 76 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-3-13 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-10 -9 oc bracing. WEBS 2X4SYPNo.3 REACTIONS (lb/size) 5= 1040/0 -8-0, 2= 1174/0 -8-0 Max Horz 2= 62(load case 2) Max Uplift5=- 642(load case 2), 2=- 913(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3=- 2256/1351, 3-4 =- 2069/1407, 4-5 =- 2277/1395 BOT CHORD 2- 8=- 1159/2037, 7-8 =- 1156 / 2046, 6-7 =- 1156/2046, 5-6 =- 1207/2060 WEBS 3-8= 0/152, 4-6= 0/226, 3-6 =- 253/287 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 642 Ib uplift at joint 5 and 913 lb uplift at joint 2. •• ••• • • • • • •• • • • • • LOAD CASE(S) Standard • • • • •• •••• ••• • • • • • • ••• JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STARIDA #36205 TE OF • ROADFLO, WESTON, FL 3333E • • . ; . • : : • • • • 3320 PADDOCK •• • • • • • • • • • • • • • • • • • • •�• • • ••• • ••• • • ••• • • • • ••• • • • • • • • • • • • • • • • • •. • • • • • AUG - 2 2005 • ..... • . ..• • •.• ••• • • • • •• •• ... . • • ••• • • J0o 835 I MISS HG5 1 MSS I ype HIP GIRDER Qty 1 Ply 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Mon Aug 01 16:57:37 2005 Page 1 1 -1 -0-0 1 2 -10-14 1 5-0-0 8-3-4 11 -4-12 14-8 -0 16-9 -2 19-8-0 -8-01 1 1 1 1 1 120 1-0-0 2 -10-14 2 -1 -2 3-3-4 3-1-8 3-3-4 2 -1 -2 2 -10-14 1-0-0 Scale = 1:37.7 4x10 = 4.00 rli 3x4 = 2x4 11 4x10 = 3x4 :- 4 5 6 7 3x4 to sL = 3 N 2 0. �.I� - ■iiii ■ ■ �1 8 in ,n � 10 `_ — 511 nil • — — _ ■ . — I� I`� 3x8 = 17 16 15 14 13 12 11 3x8 = 2x4 11 3x4 = 3x4 = 3x8 = 3x5 = 2x4 11 3x4 = 1 2 -10-14 1 5-1 -12 1 8-3-4 11 -4-12 14-6 -4 16-9 -2 19-8 -0 1 1 1 1 2 -10-14 2 -2 -14 3-1-8 3-1-8 3-1-8 2 -2 -14 2 -10-14 Plate Offsets (X,Y): [4:0- 6- 4,0 -2-4], [7:0- 6- 4,0 -2-4] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.80 BC 0.94 WB 0.37 (Matrix) DEFL in (Ioc) I/defl Lid Vert(LL) 0.40 14-15 >571 360 Vert(TL) -0.46 14-15 >494 240 Horz(TL) 0.10 9 n/a n/a PLATES GRIP MI120 249/190 Weight: 94 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2-5 -9 oc purlins. BOT CHORD 2 X 4 SYP No.2ND *Except* BOT CHORD Rigid ceiling directly applied or 3-8-2 oc bracing. 2- 132X4 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 1798/0 -8-0, 9= 1798/0 -8-0 Max Uplift2=- 1396(Ioad case 2), 9=- 1396(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3=- 3978 / 2579, 3-4 =- 4128 / 2842, 4.5 =- 4955/ 3482, 5-6 =- 4939/3468, 6- 7=- 4939/3468, 7- 8=- 4135/2847, 8-9 =- 3976/2578, 9-10 =0/28 BOT CHORD 2- 17= -2275/ 3652,16 -17 =- 2275/3652,15 -16 =- 254913945,14 -15 =- 3274/4955,13 -14 =- 2555/3952, 12 -13 =- 2555/3952,11 -12= -2271 /3647, 9-11= -2271 /3647 WEBS 4-16 =- 147/367, 7- 12=- 146 / 365, 3- 17 =-84/ 144, 5-15 =- 474/438, 6-14 =- 440/435, 8-11 =- 75/135, 3-16 =- 286/413, 4-15 =- 817/1217, 5-14 =- 80/45, 7 -14 =- 794/1193, 8-12 =- 298/425 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. • • • • • • • • • • • • 3) Provide adequate drainage to prevent water ponding. • • • 4) Provide mechanical connection (by others) of truss to bearirigoplate Dagab* clr vgtha$$ding 1396 Ib uplift at joint 2 and 1396 lb uplift at joint 9. • • ••• • • • • • • • 5) Girder carries hip end with 5-0-0 end setback JOHN A e 1 LTE R a Pe E< 6) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loit04182LIERIED STRUCTURAL ENGINEER down and 234.OIb up at 14 -8-0, and 320.8Ib down and 284.011)04p at gp'ppttomAsrd• the designiseMITE OF FLORIDA #36205 of such special connection device(s) is the responsibility►o other. • • • • • • • • • • • 3320 PADDOCK ROAD, WESTON, FL 33331 • 7) In the LOAD CASE(S) section, loads applied to the face St:NItnsss ary noted as fronto( )0or•bpek (B). ••• • ••• • LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••••• • ••• AUG ®22005 Continued on page 2 • • • • • • • • • • . • ••• • • 835 ruse HG5 Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies HIP GIRDER LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1- 4 = -90, 4- 7=- 142(F =-53), 7- 10 = -90, 2-16=-20, 12-16=-32(F=-12), 9- 12 = -20 Concentrated Loads (lb) Vert: 16=- 321(F) 12=- 321(F) •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• 1 Job Reference o.tional 5.200 s Jan 16 2004 MITek Industries, Inc. Mon Aug 01 16:57:37 2005 Page 2 • • • • • • • • • • • •••• • • • • • • • • • • • • • • • .• • • • • • • • • • • • • • • • • • • • • • • • •- ••• • • ••• • • • • ••• • • • • • • • • • ••• • • •• •• •• •• • • •S • • • • •••• • • • • • • • •• • •••- •• • JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 AUG - 2 2005 400 835 buss HGSA Truss Type HIP GIRDER Qty 1 Ply 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MITek Industries, Inc. Mon Aug 01 16:57:39 2005 Page 1 I- 1-0-01 2 -10-14 1 5-0-0 1 8-3-4 I 11-4-12 14-8 -0 16-9 -2 19-8-0 I I I 1-0-0 2 -10-14 2 -1 -2 3 -3-4 3-1-8 3-3-4 2 -1 -2 2 -10-14 Scale = 1:36.7 5x8 = 4.00 12 3x4 = 2x4 II 5x8 = 3x4 4 5 6 7 3x4 gm. _ 3 1 11) _ . . . .11.1ill'''elall. .1 Ilk ill _ �� 8 • _ ■■ _ 1 I i = d1 J 1 3x8 = 16 15 14 13 12 11 10 3x8 2x4 I I 3x4 = 3x4 = 3x8 = 3x5 = 2x4 I I 3x4 = 1 2 -10-14 I 5-1 -12 1 8-3-4 1 11 -4-12 14-6 -4 16-9 -2 19-8 -0 1 1 1 I 2 -10-14 2 -2 -14 3-1-8 3-1-8 3-1-8 2 -2 -14 2 -10-14 Plate Offsets (X,Y): [4:0-5-4,0-2-8], [7:0-5-4,0-2-8] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSl95 CSI TC 0.81 BC 0.94 WB 0.37 (Matrix) DEFL in (Ioc) I/defl Lid Vert(LL) 0.41 13-14 >557 360 Vert(TL) -0.46 13-14 >491 240 Horz(TL) 0.10 9 n/a n/a PLATES GRIP MI120 249/190 Weight: 92 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2 -5-7 oc purlins. BOT CHORD 2 X 4 SYP No.2ND *Except* BOT CHORD Rigid ceiling directly applied or 3-6-15 oc bracing. 2 -12 2 X 4 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 9= 1670/0-8 -0, 2= 1803/0 -8-0 Max Horz 2= 62(Ioad case 2) Max Uplift9=- 1134(load case 2), 2=- 1406(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3=- 3990 / 2602, 3-4 =- 4141/2871, 4-5=- 4976/3526, 5-6 =- 4969/3531, 6- 7=- 4969/3531, 7-8 =- 4171 /2927, 8-9 =- 4066/2770 BOT CHORD 2-16=-2358/3663, 15-16=-2358/3663, 14-15=-2637/3958, 13-14=-3379/4975, 12-13=-2693/3987, 11 -12 =- 2693/3987,10 -11 =- 2525/3738, 9-10 =- 2525/3738 WEBS 4- 15=- 146/367, 7- 11=- 189 /385, 3- 16 =-85/ 145, 5-14 =- 479/448, 6-13 =- 440/437, 8-10 =- 50182, 3-15 =- 2921414, 4-14 =- 836/1226, 5-13 =- 77/55, 7 -13 =- 779/1191, 8-11 =- 167/404 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCD4-5.0 ,f; BCDI =5.10psf :Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL= 1.33.: • • • • • • • • ' • 3) Provide adequate drainage to prevent water ponding. • • • • • • • • • • • 4) Provide mechanical connection (by others) of truss to beaireg platecap•at, a of4thstaFtdifig 1134 Ib uplift at joint 9J ®H N A. I LTER, R.E. and 1r carries s hip en joint 2. REGISTERED STRUCTURAL ENGINEER 5) Girder carries hip end with 5-0-0 end setback 6) Special hanger(s) or other connection device(s) shall be provided suffiggiet t g3Lpport F8gcee ted load(s) 320.8 bTATE OF FLOR I DA #36205 down and 234.01b up at 14-8 -0, and 320.81b down and 4.0� up at 5.0-0 on bottpmecrerd• 1'1e design/EURSkRADIDOCK ROAD, WESTON, FL 33331 of such special connection device(s) is the responsibility btotderr. • • • • • • • • • 7) In the LOAD CASE(S) section, loads applied to the face e•the buss arr'hbted'as front (1~) or black (B). LOAD CASE(S) Standard ••• • • • • ••• • • • • • • • • • • • • • • • AUG - 2 2005 • Continued on page 2 • • • • • • • • • • • • • Job 835 1rMSS HG5A Truss Type HIP GIRDER Qty Ply Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4=-90, 4- 7=- 142(F =-53), 7- 9 = -90, 2-15=-20, 11-15=-32(F=-12), 9- 11 = -20 Concentrated Loads (lb) Vert: 15=- 321(F) 11=- 321(F) • •• ••• • • • • • •. • • • • • • • • •• ••• •• • • • •• Job Reference (optional) 5.200 s Jan 16 2004 MiTek Industries, Inc. Mon Aug 01 16:57:39 2005 Page 2 • • • • • • •••• • • • • • • • • • • •• • • • •.•• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• • • • • •••• ••••••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• • • • •• •• JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 AUG °21005 JoD 835 Truss HG5B Trus Type Qty HP GIRDER Ply 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Mon Aug 01 16:57:41 2005 Page 1 1 -1-0-0 1 5-0-0 1 9-7-0 14-7-0 15-7 -0 1 1 1 1 -0-0 5-0-0 4-7-0 5-0-0 1-0-0 Scale = 1:28.9 4x10 = 4.00 71 4x6 = 3 4 10 - iii EMIJ `' N 2 1 5 in I, ` 1111-.7111 100-1 Igrli = 9 8 7 100-7.01 3x6 3x6 = 2 x 4 1 1 3x4 = 3x4 = 1 5 -1-12 1 9-5-4 14-7-0 1 5-1 -12 4-3-8 5-1 -12 Plate Offsets (X,Y): [3:0- 5- 8,0 -2 -0], [4:0- 3- 4,0 -2-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) 1/det1 L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert(LL) 0.17 7 -9 >994 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.65 Vert(TL) -0.21 7 -9 >782 240 BCLL 0.0 Rep Stress [nor NO WB 0.15 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 58 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3 -2-8 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-8-1 oc bracing. WEBS 2X4SYPNo.3 REACTIONS (Ib /size) 2= 1356/0 -8-0, 5= 1356/0 -8 -0 Max Uplift2=- 1034(load case 2), 5=- 1034(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3=- 297811795, 3-4 =- 2776/1763, 4-5 =- 2979/1793, 5-6 =0/28 BOT CHORD 2- 9=- 1543/2738, 8-9 =- 1555/2775, 7-8 =- 1555/2775, 5-7 =- 1542/2739 WEBS 3-9 =- 138/442, 4-7 =- 138/491, 3-7 =- 166/169 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1034 Ib uplift at joint 2 and 1034 Ib uplift at joint 5. 5) Girder carries hip end with 5-0-0 end setback 6) Special hanger(s) or other connection device(s) shall be provided 4.l' 'aciatt to suppor = concentrated load(s) 320.81b down and 209.8Ib up at 9-7 -0, and 320.81b down and 209.$Ib up,eQ 5- l oo bbt are h8ral. The design/selection of such special connection device(s) is the responsibility of others. • • • • • • • .: 7) In the LOAD CASE(S) section, loads applied to the face oche truss are noted as front (F) or back (B). JOHN k 1 LTER, RE. E. LOAD CASE(S) Standard REGISTERED STRUCTURAL. ENGINEER 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 • • • • • • • • • • • • • • • • • • STATE OF FLORIDA #36205 Uniform Loads (plf) '.. • • • '. : . • • • •' 6 . 3320 PADDOCK ROAD, WESTON, FL 33331 Vert: 1-3=-90, 3- 4=- 143(F =-52), 4- 6 = -90, 2 -9 ��Q, 111-320.1,2),V=-20 '•' ••• Concentrated Loads (Ib) Vert: 9=- 321(F) 7=- 321(F) AUG ®2 211 ••• • • • • • • • • •••• • • • • • • • • • • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • ••• •• • ••• • ,ion 835 1 russ HG5C 1 runs 1 ype Qty HIP GIRDER Q' Ply 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 Mirek Industries, Inc. Mon Aug 01 16:57:43 2005 1 -1-0 -0 1 5-0-0 1 9-7-0 14-7-0 Page 1 1 I 1-0-0 5-0-0 4-7-0 5-0-0 Scale = 1:27.6 4x10 = 4x10 = 4.00 RI. 3 4 an to I_� 2 5 — 1 ea mi OT �►�� 3x6 = 8 7 6 3x6 = 2x4 1 1 3x4 = 3x4 = 1 5-1 -12 9-5-4 14-7-0 I 1 1 5-1 -12 4-3-8 5-1 -12 Plate Offsets (X,Y): [3:0-5- 8,0 -2 -0], [4:0- 5- 0,0 -1 -13] LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.17 6-8 >985 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.21 6-8 >783 240 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 57 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-2-5 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-4-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 5= 1225/0 -8 -0, 2= 1362/0 -8-0 Max Horz 2= 62(Ioad case 2) Max Uplift5=- 768(Ioad case 2), 2=- 1047(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/28, 2 =3 =- 2993/1826, 3-4 =- 2822/1861, 4-5 =- 3024/1888 BOT CHORD 2-8 =- 1634/2751, 7-8 =- 1645 / 2789, 6-7 =- 1645/2789, 5-6 =- 1700/2784 WEBS 3-8 =- 130/441, 4-6 =- 143/492, 3-6 =- 155/203 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to beet PIM§ c$paple dfOt:IstInc1jrRf768 Ib uplift at joint 5 and 1047 Ib uplift at joint 2. • • • • • • • • • 5) Girder carries hip end with 5-0-0 end setback • • 0 • . • • • • • • • • 6) Special hanger(s) or other connection device(s) shall be Ar'bvidMd 3rufficgnt tdsupl3ortt cMcentrated load(s) 320.81b down and 209.81b up at 9-7 -0, and 320.81b down and 209.81b up at 5-0-0 on bottom chord. The design/se e f A. 1 LTER, P.E. such special connection device(s) is the responsibility I others. GISTERED STRUCTURAL ENGINEER 7) In the LOAD CASE(S) section, loads applied to the face .f tietruss aregnooedas frosi(F) or back ( STATE OF FLORIDA #36205 • • • • • • • • • • • LOAD CASE(S) Standard . • • • • • • • • • • • • • • • • • 3320 PADDOCK ROAD, WESTON, FL 33331 1) Regular: Lumber Increase =1.33, Plate Increase =1.3... • .0. • • • Uniform Loads (plf) Vert: 1-3=-90, 3-4=-143(F=-52), 4-5 = -90, 2- 8=- 21 g- $r=- 32(g =42), 564,=„2(1, , ° • Concentrated Loads (Ib) • • • • • •.• • • • • • A116 - 2 2005 • Vert: 8=-321(F) 6=-321(F) • • • • •••• •••.• • • ••• • • • ••• • • Job IT,Hruss Truss Type 835 JACK (g 45 Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies -1-0 -0 Qty 13 Ply Job Reference (optional) 5.200 s Jan 16 2004 MITek Industries, V. Mon Aug 01 16:57:45 2005 Page 1 1-0-0 1-0-0 1-0-0 1-0-0 2x4 p..p Scale =1:4.5 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.24 BC 0.00 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Ud Vert(LL) n/a - n/a 999 Vert(TL) 0.02 1 >721 240 Horz(TL) 0.00 3 n/a n/a PLATES GRIP M I120 249/190 Weight: 5 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND BRACING TOP CHORD Sheathed or 1 -0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 3=- 21/Mechanical, 2= 212/0 -8-0, 4= 9/0-3 -8 Max Horz 2= 95(load case 2) Max Uplift3= 21(Ioad case 1), 2=- 367(Ioad case 2) Max Grav3= 91(load case 2), 2= 212(Ioad case 1), 4= 9(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3= -37/33 BOT CHORD 2 -4 =0/0 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 Ib uplift at joint 3 and 367 Ib uplift at joint 2. LOAD CASE(S) Standard •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• JOHN A. ILTER, P.E. • • • . REGISTERED STRUCTURAL ENGINEER • • • • • • • • • STATE OF FLORIDA #36205 • • • • • • • • • • •' • • • • • • • 3320 PADDOCK ROAD, WESTON, FL 33331 ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AUG -22005 Job• 835 Truss J1A Truss Type JACK @ 45 Qty 3 Ply Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 1-0-0 Job Reference (optional) 2 5.200 s Jan 16 2004 MITek Industries, Inc. Mon Aug 01 16:57:46 2005 Page 1 1-0-0 2x4 Scale = 1:4.5 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.02 BC 0.00 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Ud Vert(LL) n/a - n/a 999 Vert(TL) -0.00 1 >999 240 Horz(TL) -0.00 2 n/a n/a PLATES GRIP MI120 249/190 Weight: 3 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 1= 50/0 -8-0, 2= 41/Mechanical, 3= 9/0 -3-8 Max Horz 1= 33(load case 2) Max Upliftl=- 27(load case 2), 2=- 45(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= -19/12 BOT CHORD 1 -3 =0/0 BRACING TOP CHORD BOT CHORD Sheathed or 1-0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 Ib uplift at joint 1 and 45 Ib uplift at joint 2. LOAD CASE(S) Standard 60. 0410 • • • • • •• • • • • • • • • •• 000 •• • • • •0 JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER • • • • • • .... .... STATE OF FLORIDA #36205 • • • • • • • • • • • • • • • • • • • • • • • • • 3320 PADDOCK ROAD, WESTON, FL 33331 • • • • • • • • • • 4141• • ••. • • • 000 • • • • •00 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • 00 •• • • • •0 •• 000 • • • •00 • • AU6 -22 tl 835 i runs J3 i runs l ype JACK @ 45 C4-131Y 14 — 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Mon Aug 01 16:57:48 2005 -1-0 -0 3-0-0 9 Page 1 1-0-0 3-0-0 1:7.1 4.00 Fir 2 Alli ♦ 3-0-0 2x4 — 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.05 1 >326 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 3= 79/Mechanical, 2= 297/0 -8-0, 4= 25/0-3-8 Max Horz 2= 155(Ioad case 2) Max Upliift3=- 52(load case 2), 2=- 401(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3= -53/21 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 Ib uplift at joint 3 and 401 Ib uplift at joint 2. LOAD CASE(S) Standard •• ••• • • • • • •• • • • • • • • • •• � ••• •• • • • •• JOHN A. ILTER, P.E. • • • • • • REGISTERED STRUCTURAL ENGINEER • • • • • • • • • • • • • • • • • STATE OF FLORIDA #36205 • • .. • .. .... • • • • • • • • • • • • • 3320 PADDOCK ROAD, WESTON, FL 33331 ••• • • ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •..• .. •..• AUG - 2 2005 • Job 835 Truss J3A Truss Type JACK 45 Qty 2 Ply Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies Job Reference (optional) 5.200 s Jan 16 2004 MITek Industries, Inc. Mon Aug 01 16:57:49 2005 Page 1 3-0 -0 3-0-0 Scale = 1:7.1 LOADING (psf) TCLL 30.0 TCDL 15.0 BOLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.15 BC 0.03 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Lid Vert(LL) n/a - n/a 999 Vert(TL) -0.00 1-3 >999 240 Horz(TL) -0.00 2 n/a n/a PLATES GRIP M1120 249/190 Weight: 9 lb LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 1= 139/0 -8-0, 2= 113/Mechanical, 3= 25/0 -3-8 Max Horz 1= 93(load case 2) Max Upliftl =- 76(load case 2), 2=- 125(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= -53/33 BOT CHORD 1 -3 =0/0 BRACING TOP CHORD BOT CHORD Sheathed or 3-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 Ib uplift at joint 1 and 125 Ib uplift at joint 2. LOAD CASE(S) Standard •• ••• • • • • • •• • • • • • • • • •• • ••• •• • • • •• • • 0 • • • •••• •••• •••• • •• • •• • •••• • • • • • • • 0 • • • • • • • • • • • • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • JOHN A. 9LTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 AUG o 2 2005 MoD 835 1 russ J5 Truss Tye JACK @ 45 -Lay 20 Ply 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Mon Aug 01 16:57:51 2005 Page 1 -1-0 -0 5-0-0 1 1-0-0 5-0-0 3 Scale = 1:10.3 4.00 FIT 1:1 ., ►1 2 1111111111... 64g 1111111°' '44g A, 1 2x4 = 5 -0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.06 1 >259 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • REACTIONS (Ib /size) 3= 184/Mechanical, 2= 392/0 -8-0, 4= 4510 -3-8 Max Horz 2= 218(load case 2) Max Uplift3=- 179(load case 2), 2=- 433(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3= -77/49 BOT CHORD 2 -4 =0 /0 NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 Ib uplift at joint 3 and 433 Ib uplift at joint 2. LOAD CASE(S) Standard •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• JOHN A. (LTER, P.E. .• ... ... . .... REGISTERED STRUCTURAL ENGINEER • ••• ••• :.• ••• •.• ••• 3320 PADDOCK ROAD,W STON,FL33331 ••• • • • • •• • • • • • • • • • • • • • • AUG -2[005 • • • • • • • • • • • • • • • • • ••• • •• • • • • ••• • •• ••• • • • ••• • • MoD 835 Iruss T1 Truss Type COMMON TR Qty 3 Pty 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 Mtrek Industries, Inc. Mon Aug 01 16:57:52 2005 Page 1 1- 1-0-01 5 -3-14 I 9 -10-0 14-4 -2 19 -8-0 20-8 -0 I I 1 I 1-0-0 5-3-14 4-6-2 4-6-2 5 -3-14 1-0-0 Scale = 1:37.0 4x5 = 4.00 12 4 2x4 2x4 :- 3 5 1 F412 F4 6 7 w IP a 8 3x5 = 3x5 = 5x8 = 9 -10-0 19-8 -0 9-10-0 9 -10-0 Plate Offsets (X,Y): [4:0-2-8,0-2-8], [8:0-4-0,0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.14 8 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.63 Vert(TL) -0.30 2-8 >764 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 82 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-7 -10 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-5-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 1169/0 -8 -0, 6= 1169/0 -8-0 Max Uplift2=- 879(load case 2), 6=- 879(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3=- 233511373, 3-4 =- 1732/996, 4-5 =- 1732 /996, 5-6 =- 2335/1373, 6-7 =0/28 BOT CHORD 2- 8=- 1139/2134, 6- 8=- 1139/2134 WEBS 3-8 =- 642 /505, 4-8 =- 240/622, 5-8= -642/505 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 879 Ib uplift at joint 2 and 879 Ib uplift at joint 6. •• ••• • • • • • •• LOAD CASE(S) Standard • . • • • • • • •• ••• •• • • • •• JOHN A. PATER, P.E. REGISTERED STRl1CTURAL ENGINEER • • • • • • • • • • • • GF RIDA • • • E FLO6205 • • • • . • • • • • 3320 • PADDSTAT OCK ROAD, WESTONX3, FL 33331 ••• • • • • ••• • • • • • • • • • • • • • ••• • • AUG -2 2005 • •. •• • • • • .• .• .•. • • • • .•• • • don 835 1 runs T1A Truss Type 1 Qty COMMON TR I Ply 1 Job Reference (optional) Royal Truss Corp, Hialeah Ga dens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Mon Aug 01 16:57:54 2005 1- 1-0-01 5 -3-14 1 9-10-0 14-4 -2 19-8 -0 Page 1 I I 1 1-0-0 5 -3-14 4-6-2 4-6-2 5-3-14 Scale = 1:36.0 4x5 = 4 4.00 12 2x4 2x4 3 5 2 6 LO � I1 Ia ► 3x5 = 7 3x5 5x8 = 1 9-10-0 19-8 -0 1 9-10 -0 9-10-0 Plate Offsets (X,Y): [4:0- 2- 8,0 -2-8], [7:0-4-0,0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.18 6-7 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.65 Vert(TL) -0.33 6-7 >696 240 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight: 81 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-4-14 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-0-3 oc bracing. WEBS 2X4SYPNo.3 REACTIONS (Ib /size) 2= 1174/0 -8-0, 6= 1040/0 -8 -0 Max Horz 2= 62(load case 2) Max Uplttft2=- 888(load case 2), 6=- 617(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3=- 2350/1404, 3-4 =- 1747/1029, 4-5 =- 1748/1031, 5-6 =- 2356/1450 BOT CHORD 2- 7=- 1230/2148, 6-7 =- 1283/2173 WEBS 3-7 =- 642/503, 4-7 =- 269/636, 5-7 =- 668/560 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 888 Ib uplift at joint 2 and 617 Ib uplift at joint 6. •• ••• • • • • • •• • • • • LOAD CASE(S) Standard • • • • • •• ••• •• • • • •• JOHN A. 9LTER, P.E. • • REGISTERED STRUCTURAL ENGINEER • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • STATE OF FLORIDA #36205 •• • • • • • • • • • • • • • • • • • • • • • • • • 3320 PADDOCK ROAD, WESTON, FL 33331 ••• • ••• • • • ••. • • • • ..• • • • • • • • • • • • • g • • • • ••. • • • • • 14U13 -2 N • ••••• • •.. • •..• • • • .• •• ... • • • ... • • 835 Iuss T2 Truss Type COMMON TR Qty 6 Ply 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MfTek Industries, Inc. Mon Aug 01 16:57:55 2005 I -1-0-0 i 4-0-10 I 7-3-8 10-6 -6 14-7-0 Page 1 I I I 1-0-0 4-0-10 3-2 -14 3-2 -14 4 -0-10 Scale = 1:27.0 4x4 = 4 4.00 R. 2 2x4 2x4 3 5 1-Es `+4 2 6 1 I►= 3x4 = 7 3x4 = 3x8 = 7-3-8 14-7-0 7-3-8 7-3-8 Plate Offsets (X,Y): [4:0- 2 -0,0 -2-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.53 Vert(LL) 0.08 6-7 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.13 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 CodeFBC2001 /ANSI95 (Matrix) Weight: 60 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4-4-9 oc puriins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-1 -15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2= 896/0 -8-0, 6= 759/0-8 -0 Max Horz 2= 62(load case 2) Max Uplift2= 733(load case 2), 6=- 455(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3=- 1637 / 964, 3- 4=- 1248/737, 4-5 =- 1250/740, 5-6 =- 1654/1023 BOT CHORD 2- 7=- 826/1482, 6-7 =- 896/1515 WEBS 3-7 =- 411 /310, 4- 7=- 169/429,5 -7 =- 445/385 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 733 Ib uplift at joint 2 and 455 Ib uplift at joint 6. • • ••• • • • • • • • • • • • LOAD CASE(S) Standard '. • • • •• ••• •• • • • •• JOHN A. ILTER, P.E. • • • • • • REGISTERED STRUCTURAL ENGINEER •••• •••• •••• '.. • • • • • • • • • • • • • • • • • • • • • ; • STATE OF FLORIDA D #36205 • ••• • ••• ••• • ••• ••• ••• 3320 PADDOCK ROAD, WESTON, FL 33331 ••• • • • • ••• • • • 5ooi Z - Intl • • • • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • • • • • ••• ••• • • • • • ••• ••• ••• • • • ••• • • Ilter Engineering, Ltd. Co. 3320 PADDOCK ROAD, WESTON, FL 33331 PHONE (954) 600 -7129 • FAX.(305) 512.9424 • E -MAIL 1LTER@FELLSOUTH.NET January 14, 2004 Eddie Davies Royal Truss, Inc. Medley, FL Re: End Jack Connection Detail- Top chord to corner jack /Hip girder Dear Eddie, As you requested, I investigation the connection requirements for open -ended jacks in a standard corner set based on the following parameters: ci g: 2' - 0" o.c. . Gravity Load: 30 + 15 + 0 + 10 PSF Wilid Load: 146 MPH, Components and Cladding loads, ASCE 7 -98 per FBC 2001 Occupancy category II, exposure C, 25 ft. above ground, 10 PSF dead load. Lumber: 2x4 No. 2 SYP minimum top and bottom chord (no webs) Pitch: 2 :12 to 6:12 160 Toe -Nail Capacity = 154 * .83 * 37 * 1.33 = 130# Approved Hurricane Clip Min. capacity 400# each direction Mark Span Top Chord Reaction Gravity Uplift Bottom Chord Reaction Top Chord Connection Bost. Ch. Connection J1 1' -0" 45# J3 3' - 0" 135# 77# 179# 10# 30# J5 5' -0" 225# 331# 50# J7 7' -0" 315# 395# 70# (2), 16d Toe - nails (2), 16d Toe -nails (3), 16d Toe -nails Hurricane Clip If you have any questions regardiniptiaislafef, plieale 10 cot hesitate to call. John A. Ilter, P.E. FL Reg Eng. No 36205 • •• •• • • • . • • • • •. • • • • • • • • •• ••• •• t • • •• • • • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •' __• • • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • •••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • (2). 16d Toe -nails (2). 16d Toe -nails (2). 16d Toe -nails (2). 16d Toe -nails Job Pi99Y russ base Truss Type ROOF TRUSS Qty Ply Notes: Brace structural top .::hord at 2' 0" o.c. max. Attach to top or bottom chord of supporting truss with 2, 10d nails. Bracing to be secured at each end and diagonally braced as required by project engineer or architect Note: Vertical members may be connected to supporting truss with 3x6 Nall -on plate, using (8), 1-1/2" long, 11 gage nails par plate 2x4 cont. bracing spaaei1 at 24" o.c., corm. to base truss and piggyback truss w/ (2), 16d toe nails. Bracing to be properly secured at ends. Required Web Bracing: Web Length up to 4' - 0" : No Bracing Web Length 4' - 0" tp 8' - 0 ": 2x4 "T" -Brace 4x4 - I 2x4 Piggyback Hip Detail LOADING (psf) SPACING 2 -0-0 TCLL 30.0 Plates Increase 1.33 TCDL 15.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code BRACING TOP CHORD BOT CHORD NOTES 1) This truss has been designed for the Toads generated by 146 mph winds at 25 ft above ground level located 10 mi from the hurricane oceanline. ASCE 7 -98 components and cladding external pressure coefficients for the interior (1) zone and 5.0 psf top chord and 5.0 psf bottom chord dead load are being used. The design assumes occupancy category II, terrain exposure C and internal pressure coefficient condition 1. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 Sheathed or 2 -0 -0 oc purlins. Rigid ceiling directly applied LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 • • • • • • • • liter Engineering, Ltd. Co. • .. ••• .. • .... 3320 Paddock Road • • • • • • • • • • • • • • . • • • • • • •• • • •_ - -- Weston, FL 33331, •::: • • • •• • • • •••_ • ••• • ••• • • • (954) 600 -7123 •:• • • • • • • ••• • • John A. Ilter, P.E. • • • • • ••• • • • •;• ;•'• •L�•I g. Eng. No. 36205 National Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041 -3401 Phone: 703 /931 -2187 www.nateval.org Fax: 703/931 -6505 INTERNATIONAL CODE COUNCIL NATIONAL EVALUATION REPORT Report No. NER -510 Re- Issued May 1, 2003 DIVISION 06 — WOOD AND PLASTICS Section 06090 — Wood and Plastic Fastenings REPORT HOLDER: EVALUATION SUBJECT: UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE MONTGOMERY, MN 56069 -1324 800 -328 -5934 info vC�.USPconnectors.com www.USPconnectors.com USP LUMBER CONNECTORS ••••••• • •• •• • • • • • • • •• ••• •• • • • •• Page 1 of 10 Copyril t0 2 03, Na'tione7 Eva/wation tervice, Inc. • • • • • • • • • • This report is limited to the specific product anrc ata and tesPrtPord submitted by7he applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not make any warranty, either expressed or implied, as to any finding or @tiler onattel. in •this neportior as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This + or t 7 % su4''ecti o"h i limitation listed herein. .• .. • ••• • • • •• • • Page 2 of 10 National Evaluation Report No. NER -510 NATIONAL ALUATION ERVICE, INC. Copyright©. 2003 Eva /u, Re- Issued May 1, 2003 lack to the NES home page 1.0 SUBJECT USP Lumber Connectors: 1.1 Butterfly Hanger CLBF Series 1.2 Rafter Clip and Stud Plate HCPRS Series 1.3 Hurricane Anchor HCPL Series 1.4 Truss Tie Down Strap (True Tie) HDPT Series 1.5 Girder Truss Strap /Hold -Down SGP Series 1.6 Joist Hanger HUS Series 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural connection for wood construction 3.0 DESCRIPTION 3.1 Models 3.1.1 Butterfly Hanger CLPBF Series: The Butterfly hanger is a U- shaped connector that supports structural lumber and is nailed to the face of the supporting wood member. It is die formed from No. 18 gauge galvanized steel. Refer to Table 1 for connector dimensions, fastener schedules and allowable loads. 3.1.2 Rafter Clip and Stud Plate HCPRS Series: The rafter clip and stud plate, fabricated from No. 18 gauge galvanized steel, are irregular- shaped connectors that connect the top and bottom plates to stud members. Refer to Table 2 for fastener schedules and allowable loads. 3.1.3 Hurricane Anchors HCPL Series: The Hurricane anchor is a framing anchor that connects rafter members to the double top plate or to stud members. The anchors are die formed from No. 20 gauge galvanized steel. Refer to Table 3 for anchor dimensions, fastener schedules and allowable loads. 3.1.4 Truss Tie Down Strap (True Tie) HDPT Series: The truss tie down strap is a 1 3/4-inch-wide strap that is U- shaped with 19- inch -long twisted ends. The strap straddles the top chord of a truss and connects to the double top plate. The strap is die formed from No. 18 gauge galvanized steel. Refer to Tables 4 for connector dimensions, fastener schedules and allowable Toads. 3.1.5 Girder Truss Strap /Hold -Down SGP Series: The girder truss strap is an L- shaped connector that resists tension forces only. The connector is used with an ASTM A1011 steel washer, measuring 3 by 3 by 1/4 inches that has a long -slot hole, and a % -inch- diameter bolt. The strap is manufactured from 14 gauge steel. Refer to Table 5 for strap /hold -down dimensions, fastener schedules and allowable loads. 3.1.6 Joist hanger HUS Series: The HUS hangers are designed to support nominal 2x dimensional lumber and 1 -3/4 inch structural composite lumber. The joist hangers are fabricated from 16 gauge steel. The joist hangers are pre - punched for 16d common wire nails. The joist nails are driven at a 45° horizontally toward the header so as to penetrate through the joist end into the header, so that the joist is also toe - nailed to the header. Refer to Table 6 for joist hanger dimensions, fastener schedules and allowable loads. 3.3••Dtg§ • • • • •• The tlesiOA oZ tie eoLected wood members shall be submitted to and acceptable to itie local cod officia ta&i ated design loads for the connectors are based on the lowest load obtained from comparing: • Ip • :yast tts o}dhat gams /8 inch (3.18 mm) deflection. • • ; fewest ultimptg test.e d4with a safety factor of 3. •• e�owa61e• fasteners •ana• compression perpendicular -to -grain values in accordance with the 1997 AFPA National Design Specification ®for Wood ••• Construction, based on wood with a specific gravity of 0.55. • • • • • • • • • • • •••.• • • • • • • • • • • • • • • • • •• • •• • • • •• .• ••• • • • ••• • • Page 3 of 10 National Evaluation Report No. NER -510 NATIONAL EVALUATION SERVICE, ING opyrtght©, 2003 Evatua ck to the NEShome page The connected wood member shall be designed for the design loads. Allowable values are for connections in wood seasoned to a moisture content of 19 percent or less and used under continuously dry conditions. For connections in wood that is unseasoned or partially seasoned, the allowable loads in this report shall be multiplied by the moisture content factor, CM, specified in the applicable building code. 3.3 Materials 3.3.1 Steel: All devices listed in this report are fabricated from ASTM A653, SS Grade 33 steel, with galvanizing complying with ASTM A924, G60. Steel coated or galvanized thicknesses are No. 10 gauge (0.1345 inch), No. 11 gauge (0.1196 inch), No. 12 gauge (0.1046 inch), No. 14 gauge (0.0747 inch), No. 16 gauge (0.0598 inch), No. 18 gauge (0.0478 inch), No. 20 gauge (0.0359 inch) and No. 22 gauge (0.0299 inch). The uncoated minimum steel thickness of the connectors shall not be less than 95 percent of these listed thicknesses. 3.3.2 Wood: Lumber shall be nominal dimension lumber having a minimum specific gravity of 0.55, such as southem pine, with a moisture content of 19 percent or less. 3.3.3 Fasteners: Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. Common wire nails conform to the nominal sizes specified in Federal Specification FF- N -105B. Bolts have a minimum bending yield strength, Fyb, of 45,000 psi. 4.0 INSTALLATION 4.1 General USP Lumber Connectors shall be installed in accordance with the manufacturer's published installation instructions. The . manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. The instructions within this report govem if there are any conflicts between the manufacturer's published installation instructions and this report. 4.2 Design Tabular load capacities are based on wood with a minimum specific gravity of 0.55 and a moisture content less than 19 percent. Tabulated allowable design loads are for loads of normal duration. Adjustments to these values shall be permitted for other durations of loading, i.e. plus 15 percent for two months duration (snow), or plus 33 percent for wind or seismic. Tabulated allowable design Toads shall be reduced 10 percent for design load durations longer than 10 years. The resulting allowable design load after adjustment shall not exceed the maximum design load shown in the tables. 5.0 IDENTIFICATION Each of the USP Lumber Connectors covered by this report shall be labeled with the manufacturer's name /and or trademark, series designation and this National Evaluation Service evaluation report number, NER -510 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Calculations prepared and sealed by Dole J. Kelley, Jr., P.E. 6.2• • Reports cif woad Tests prepared by ATEC Associates, Inc., for the following • joisshar�gers a�md tirirbbr connector devices: CLPBF (Report No. 8555 dated '. NoVer b4r 39;1092; Al Report No. 33504 dated August 4, 1987); TPP4 • • (i4baortWo.4•64•d ted•July 20, 1991); HCPR/L (Report No. 4955 dated July 10, 1991); HCPLR/L (Report No. 4954 dated July 10, 1991); HCPLR/L RReport flo, 9805 dated October 21, 1993); HCPEL (Report No. 4996 dated • • • • Ally 1W,•1991); HC •TAr (Report No. 4402 dated May 7, 1991); HDPT2 • • • • (iteport.No..9S03date'd October 18, 1993); HCPRS (Report No. 7503 dated ..: ' aline 1.1927; HAS4I-VAJ S) (Report No. 0583 dated November 30, 1988; and Report No. 7503 dated June 17, 1992). 6.3 Reports of Load Tests prepared by Product Testing, Inc., for the following • • • jqi st I arrziejs •gttd :timber connector devices: CPC44 (Report No. 94- 04)36/8251•datsd April ?, 1994); HDPT (Report No. 94- 0010/1349 dated • •. •• • • • •. •• ••• • • • ••• • • Page 4 of 10 National Evaluation Report No. NER -510 NATIONAL VALUATION ERVICE, INC.. yrighl@ 2003 aiuct Evalvat e- Issued .May 1, 2003; he NES home page January 17, 1994); HCPFA (Report No. 94-0029/6251 dated March 29, 1994). 6.4 Engineering calculations for HUS 2x ands 1.75x Joist hanger connector Series, signed and sealed by Thomas A. Kolden, P.E., 9 -13 -2002. 6.5 Test reports on load testing of HUS Series Joist hangers under ASTM D 1761, Stork Twin City Testing Corporation, Project No. 3018 02- 50331, September 6, 2002, signed by Scott W. Britzius and Derrick J. Swanson, P.E. 7.0 CONDITIONS OF USE The ICC -ES Legacy Evaluation Subcommittee for the National Evaluation Service finds that USP Lumber Connectors described in this report complies with or are suitable altemates to that specified in the 2000 International Building Code© with 2002 Accumulative Supplement, the 2000 International Residential Code© with 2002 Accumulative Supplement, the BOCA National Building Code /1999, the 1999 Standard Building Code©, the 1997 Uniform Building Code'"', and the 1998 International One and Two Family Dwelling Code subject to the following conditions: 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 Connector loads are determined in accordance with the applicable Code. The allowable Toads shall not exceed those shown in the tables of this report. Loads in the tables are predicated on the use of fasteners indicated in the tables, wood with a minimum specific gravity of 0.55 and lumber moisture content less than 19 percent. The scope of this Evaluation Report is limited to use of these connectors with lumber that has not been pressure treated with chemicals such as those for fire - retardant treatment and preservative treatment. 7.3 Allowable loads in the attached tables are for connectors only. All framing members shall be designed in accordance with the requirements of their appropriate design specifications as referenced in the applicable Code 7.4 Loads designated as "normal" Toads are permitted to be increased for duration of Toad in accordance. with the 1997 AFPA National Design Specification@ for Wood Construction up to the allowable tabulated for 115% 125 %, 133% and 160 %. 7.5 Calculations are to be submitted at time of permit application. The individual performing such calculations shall possess the necessary credentials regarding competency and qualifications as required by the applicable Code and the professional registration laws of the state where the construction is undertaken. 7.6 This report is subject to periodic re- examination. For information on the current status of this report, consult the ICC -ES website. Footnotes for Tables 1 through 6: (Refer to the bottom of each table for applicable footnotes.) 1. Design Toads are based on calculations that assume a wood species having a minimum average specific gravity of 0.55, such as southern yellow pine. 2. Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. The nails shall also conform to the nominal sizes specified in Federal Specification FF- N -105B. Bolts shall have a minimum bending yield strength, Fyb, of 45,000 psi. 3. Header material shall be at least 3 inches thick. 4. Allowable loads are based on the lowest of the following: 4.1 Seat bearing of 460 psi. 4.2 Ultimate test load divided by three. 4.3 .Testioad preduan 1 /8.1iTch deflection. 5. :Uplift Io�ds UtIizie a §3 /3;percent increase for compliance with the Uniform Building Gode and Stancbrd Bit 'ng Code, and a 60 percent increase for compliance with the .1304,4atropt1 1,odDJ8r wind or seismic load conditions. When using products in jurisdictions which have adopted the International Building Code, uplift loads include 331/3 percent for wind and seismic conditions and require use of load combinations of • Secgion 1605.3.1 pr 1605.3.2 ofjhe International Building Code. No further increase is • •permifted. • • • • • • • • $ .AIFpv�at�e'bads the scope of this report for conditions where permanent load •adj atmen� ffcter 8.90, eQntr s.* T. "CotrTnector, ifi tallation shall be restricted to concrete construction. Concrete shall be normal weight having a minimum compressive strength of 2,500 psi. 8. Lateral loads are perpendicular to the rafter or joist. 9. illtovtable toad. stare p. tie number of fasteners specified in the table installed in each and of thestrapsi. • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Page 7 of 10 National Evaluation Report No. NER -510 Table 3— HCPL Series Stock No. Steel Ge. Dimensions (h4 Fastener Schedule Allowable Loads (Lbs.) W H Rafter Plate Stud F1 F2 UplIt 133% 160% 133% 160% 133% 180% HMI y 20 1 -111 6 (4)6d (4)8d (4)6d' 145 145 05 95 400 480 (4)8d (4)8d (4)8d• 145 145 95 95 510 520 HCPLR 20 1-12 6 (4)6d (4)8d (4)6d* 145 145 05 95 400 480 (4)8d - (4)8d (4)8d' 145 145 95 95 510 520 Notes:1, 2, 6, 8 'Applies is stud application. W fm=3-- Figure 3 — HCPL Hurricane/Seismic Anchors H . . • • • . • • .. ••• •.• • . • .... HCPL(L) shown ( HCPL(R) opposite bend) • • • • • . .... .... .... • • • • • • • • • • • 2 ••• -• ••• • .• • ... • • • 1 •.. • • • • • • • • • • • • • • ... • • • • • • • • • • • .. • • .. .. • • • .. .. 0 .. • • • 0 .. • • This safety alert symbol Is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ®CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result In personal Injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES® It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store,, handle, install and brace meta! plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor. These recommendations are based upon the collective experience of Leading technical CAUTION: The builder, building contractor, licertsed,,; contractor, erector or erection contractor9s7a vised to obtain and read the entire booklet :'Cc mentary and Recommendations for Handling,,1 stalling & Bracing Metal Plate Connected Wo Trusses, HIB -91 • from the Truss Plate institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn - Ing will most likely result in serious personal Injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. ,41 TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel in the wood truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright 0 by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed In the United States of America. AUTION: All temporary bracing should be no less I than 2x4 grade; marked lumber. .Alt connections itould be made with minimum of 2.16d nails Alt trusses assumed. 2' on- center or less `All multi ply russes should be connected together% in accor:. ante with design drawings prior to instillation.-7 USS STOR,Q A9AUTION: Trusses should' not, be unioaded on rough terrain "or uneven surfaces which .could cause damage to the truss. •• •••• • • • • • • •• • • • • • • • • • Trusses stored horizontally should be sbp- . • • • • ported on blocking to prevent excessive ..: •.: '•• ..• Trusses stored vertically should be lateral bending and lessen moisture gain. braced to prevent toppling or tipping. • - . • A WARNING: • Do no# break bandin�.unt• . Gi'stalla -;, . tion begins or lift bundled trusses* tite•bai lei • WARNING: Do not use damaged tru4set: , . ,,.. • .. se • •aa II:Pk I 9: NGER: Do not store bundles upright unless . properly braced. L • DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly 'prohibited. Frame 1 12 4 or greater SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (Da s) I# trusses] SP /DF SPF /HF Up to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF • Douglas Fir -Larch HF - Hem -Fir Alt lateral braces lapped at least 2 trusses. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of **top chord. Grp ,e'� 0 '0 SP - Southern Pine SPF Spruce- Pine -Fir Continuous Top Chord Lateral Brace --`` Required 10' or Greater Attachment Required t:1 11.2:71,1 1 Eb,TRUSS DARNING' Failure to followthe a recor ,endatlons could resuw � f NUU' ,_,. severe personal Injury or�de ageto: uses or,buHdings �� SPAN ,. I (r �'�� 1 0,, , M NIMUM PITCH;; wl 1.1 r DIFFERENCE ii i n,v:G,4Mil `' y3i � t� yI p$: '1rbP'CHO LATERAL BRACE SPACFNG�(LBs ', q `rOP CHORDN' DIAGONALBRAG=' SPACING Nor-- # trusses) SP /DF SPF /HF Up to 28' 2.5 7' 17 12 Over 28' -42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF- Hem -Fir Continuous Top Chord Lateral Brace Required SP - Southern Pine SPF - Spruce- Pine -Fir All Lateral braces lapped at least trusses. • • • • • • • • • • • •• •• • • • • • • 'Frame•S • Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. ISCISSORS TRUSS 4 or greater SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LB& BOTTOM CHORD DIAGONAL BRACE SPACING (DB& (# trusses] SP/DF SPF /HF Up to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. SP - Southern Pine SPF - Spruce - Pine -Fir All lateral braces lapped at least 2 trusses. BOTTONM`:CHORD PLANE WARNING ^Fallureto follow these recommendations could result )n sever'e;personat injury or dalrtage to trusses or buildingsF? �' ,X,;4 J, k �. m Cross bracing repeated at each end of the building and at 20' intervals. WEB MEMBER PLANE Permanent 140, ?° continuous •P?, lateral bracing as specified by the truss engineerint.' • •0• • •. •. •• •• • ••• • • • • • • • • • • • • • • • •.. • • • • • ••• • • • • • • • • ••• • • • • • • •, • • • • '• •0Frame4 • • • • • • • • • • •• •• Nir __,_;.,, ,.:,. WEB MEMBER PLANE Permanent 140, ?° continuous •P?, lateral bracing as specified by the truss engineerint.' • •0• • •. •. •• •• • ••• • • • • • • • • • • • • • • • •.. • • • • • ••• • • • • • • • • ••• • • • • • • •, • • • • '• •0Frame4 • • • • • • • • • • •• •• SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DBs) t# trusses] SP /OF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce - Pine -Fir 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle togetherand causecollapse if there is nodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord • Continuous - - Top Chord Lateral Brace Required 10' or Greater Attachment Required — 3011 or greater The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are stability and must be dup both ends of the truss system. ARNING Failure tofollowthese recommendations could result evere personal Injury or damage to trusses or l ulldin 4x2 PARALLEL CHORD, TRUSS :TOP_ CHORD Top chords that are laterally braced can buckle togetherand ceuseeollapee inhere lenodiego- nel bracing. Diagonal bracing ehonld be nailed to the underside of the top chord when pwOns are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Pequired 10" or Greater Attachment / Required _d End diagonals are e stability and must be dupe both ends of the truss syern.: • • • • , • • • • • • •• •• ••• ••• ••• frame 5 31/211 31/211 X Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. a SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (08s) [# trusses' SP /DF SPF /HF Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' _ See a registered professional engineer DP - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce - Pine -Fir 12 13 or greater Alt Lateral braces lapped at least 2 trusses. Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherend cause collapse ffthere lono diago. net bracing. Diagonal bracing should be nailed to the underside of the top chord when purllne are attached to the topside of the top chord. MONO. TRUS ir Continuous Top Chord Lateral Brace --�_ Required PLUMB Truss Depth D(in) Maximum Misplacement RNii►LG FailiJreto fotlowth ireconilrlend l tons could result ,were: peruinai injury or gdama to trusses c t�tld�ngs s, Lesser of D /50 or 2" TALLATION TOLERANCES D(In) D /50 ;;:D(ft) 1/4" 12" 1/4" 1' 24" 1/2" 2' 36" _ 314" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' Plumb •. ••• Length L(in) now 1 re ±y4" • • • • • • •• • • • • • • • • • • • • • •• ••• •• • • Line • • • • • • • • • • • • • • • • OUT -OF -PLUMB INSTALLATION TOLERANCES; • • • • • • • • •• • (lp • 11200 L(ft) 50" 1/4" 4.2' 120" /2" 8.3' •1 ! 5Y" : Z(4" 12.5' t Lesser of L/200 or 2" L(In) Lesser of L/200or2" L(in) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' • • . • Ot1J'OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. ••• • • • ,construction loads at any description be placed • • :on unbraced trusses. . •_ Ftarfie t" -; •• • • • • • ••• •• • • c • • • •• • • • ••• • • • • •• • • so • • • of ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • alto • • ••• • • t • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• *0 • • • *0 •• • • • 000 • • • ••• CI C I W'; PY e2 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/9/2005 Building Permit Permit Number: BP2005 -419 Applicant: DIEGO RODRIGUEZ Owner: RODRIGUEZ DIEGO JOB ADDRESS: 9406 NE 9 AVE Contractor ALLAPATTAH CONTRACTORS INC. Contractor's Address: Local Phone: Parcel # 1132060020030 Legal Description: PL OF 1ST ADD TO MARILYN HGTS Page 1 of 1 PB 41-60 LOT 3 LOT SIZE Fees: Description Amount FEE2005 -5642 Building Fee $250.00 FEE2005 -5643 CCF $2.40 FEE2005 -5644 Training and Education Fee $0.80 FEE2005 -5645 Technology Fee $6.25 FEE2005 -5646 Scanning Fee $12.00 FEE2005 -5647 Submittal Fee ($50.00) Total Fees: $221.45 Total Fees: $221.45 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 9/19/2005 Construction Value: $4,000.00 Work: NEW ROOF FOR ADDITION - MASTER BP04 -1157 Signed: (INSPECTOR) 1 01 PAID In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: i r .....c 64,1.A.J.1 rv111l1 dL) V J-116,4t5L/ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT. APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Shnple Titleholder) Owner's Address 9 y 06 tee, Citymk ,5 State. `Tenant /Lessee Name Permit No. aster Perinit No.. Electrical °' ' ninbing x,,11( RAJ r'GuLZ. Phone# 1t Ave- Zip 1 � Phone # Job Address (where the work is being done) coaktokt. A CA City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NQ— 1. Contractor's Company Name A i1 et �r,Trea.t 't-,o,�l „yy , A,, ,. Phone # (S 05) 3' — ck l,1 q Contraccttorr''s Address 'al 11 2. r+ . Avt_. City 1 l wlh-, State �. Qualifier 4 era A Ara Zip '3'31 2+ State Certificate or Registration No. c_ 0 0 6'1 15 Architect/Engineer's Name (if applicable) 5 Value of Work For this Permit Type of Work: Describe Work: Li 0 ac, ddition ❑Alteration Certificate of Competency No. [New Phone # Square Footage Of Work: El Repair/Replace ❑° Demolition stn/ roc) �) ■ Q Go_ 0 Submittal Fee $ Notary 5 Scanning $ f 2- * * * * * * * ** 01; Code Enforcement $ ******************Fees********** * * ** ***.*** ***it*** mit Fee $ Training/Education Fee $ °a .P CCF $ d. 4V �cO /CC Technology Fee $ Radon S Zoning °'° Bond Total Fee Now Due 5 Structural Plan Review. $ go/ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 01? 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 9 commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Al .., a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs sev ' (7) days of er the building permit is issued. , In the absence of such posted notice, the inspection will not be approved and a r- nspectionfee will be charged. Signature Signature ‘,ceg\i Owner or gent Contractor The foregoing instrument was acknowledged before me this 3 The foregoing instrument was acknowledged before me this day of 1 , 20 al, by . g ----e_ , day of 2 h 1 1 d , 20e0 5, by %/1„ _,_ who is personally,, known to me or who has produced who is personall ki . ..' me or who has produced as identification and . 1d to path. NOTARY PUBLIC: Sign: Print- My Co Expires: NOTARY PUBLI Sign: Print: My Commission Expires: �, �� d through t st St ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * *** * * * * * ** ***********.************.***** * * * *. * * * * * * * * * * * * * * * * * * * * * * * *** APPLICATION APPROVED BY: Cha 05/13/03 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 14 1 9 LAS Plans Examiner Engineer Zoning • Page l of l High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section A (General Information) Process No. Master Permit No. L� I20i/4/ 7 Contrac is Nam, • Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 .T' Job Address: I 'Po m '+v e Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other. Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes Roof Type New Roof ❑ Re- Roofing ❑ Recovering ❑ Repair 0 Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes VCNo Low slope roof area (ft.') If yes, what type? ❑ Natural ❑ LPGX Roof System Information Steep Sloped area (f12) Section B (Roof Plan) Total (ft.2) 1 q Sketch Roof Man: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'):1 Corner Size (a' X a'): l muumummlimummumummumenumacaumummumminummuum ■■ ■ ■ ■ ■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ / ■1111111no■■ mum mil♦ ■■■■ ■ ■■ ■■■ ■ ■ ■ ■ ■ ■ ■■Im ■ ■■■■■■■ ■ ■ ■ ■ ■ ■ ■/ ■ ■ ■ ■ ■ ■ ■■■■m11 ■\`±11111111■/ ■ ■■11■■1111■111111■11■11■■ ■■11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■)♦1♦■ ■ ■ ■ ■■ ■1111 ■ / ■ ■ ■■ 1111 ■11 ►11■M■1111■ ■■11111111■ ■1111 ■■11 ■11 ■1111 ■ ■1111■■1111■ ■0.rnm niniumammurita1111■11111 ■11■1111 ■1111■ ■■ ■1111 ■111111 ■1111■1111• 1111 ■■ ■111111■ ■11 ►1 ■111,■/■ 1111 ■111111■ 1111x /11U■ ■■111111■ ■ ■11 ■11111111 ■■ ■111111 ■1111 ■11 ■1111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�a1■ 111111 ■■ ■11111111 ■�11111i1111111 ■11iN111111 ■ ■11 ■1111 ■111111 ■111111111■■■■ ■ ■ ■ ■ ■ ■ ■11■■ ■■11x01111 ■11 ■11 ■1111/%■ ■111■ ■x11111[ ■■ ■11111111 ■ ■1111■■1111■■11 ■11 ■1111 1111 ■ ■11 ■11■ 1111 ■ ■ ■■ ■►1111 ■111111111% 111111111111x1111111111 ■1111 ■■■11118 ■■ ■11■11ria ■11 ■1111 ■ ■11111111 ■ ■ ■ ■11lt \ ■ ■11 ►1111 ■■11/%111111111•.11■■ ■1111 ■1111■! UJIU4! /1 ■S■11 ■11■ ■ ■U 1111 ■■ 111111 ■ ■11■ 1111111111 ■11 \1111P. 11111111 111111111111111114111/11 ■11G'S�!�C'�%1111111111 ■/111111111111 ■ ■■ ■1111■ ■ ■11 ■11111111 ■11111!!. ■11111111 ■1111■ ■1111 ■!:► \11111111 ■11 ■ ■■ ■1111 ■ ■■ ■111111 ■ ■ ■� ■ 1111 ■111111��11■ 111111 ■11 ■ ■111111si11 ■1111 ■111111111/.%11► ■1111 ■1111111111 ■111111 ■1111 ■11 ■1.1111 ■1111 ■ A► -..1■ ■1111111111 ■ ■ ■11 ■111111■aIII■1111111/%11■11111111■1111 ■111111 ■11111111■1111 ■111111 ■ ■ ■ ■11c ■■11■ 111111 ■■11■11■1111111111r11■111/.�u..0 11■■ ■11111111111111111111/ ■1111■11� 1111 ■1111 ■ ■M11111111 ■111111/ ■ ■11 ■11111111�11111/%11111111111L1111111111111l11111111■ ■1111/11 ■11111{ 111111111111111111111IMUNI1111011110111111111•111111111111111111 i . % ■11■ ■ ■R.U>1 ■ ■11■■ ■ ■11aUa■ ■11■■■■■ ■111111■10:5 ■■ ■1111■ ■1111■1111■ ■■ ■1111■11ii1111 ■ ■ ■ ■ni�l�c�i ■11111111111111 ■111111 ■1111 ■1111 ■111111111111E11■■ ■1111■ ■1111 ■11 ■11 ■111111■ ■1111 ■11111111 ■1111111111 ■11111111 ■ ■■ ■111111111111 ■1111 mumnommummumunmalummimanummiumununimmumumumma ■1111■11 ■1111■ ■ ■11■ ■111111111111■111111 ■■ 111111!111111111 ■111111 ■1111 ■1111■ ■ ■11■ ■11111111■ ■■1111 ■If■ ■11 ■11 ■11■ ■11a■■11■11■ 11111111111111 ■11111111 ■111111111111111111 ■11111111■ ■111111 ■ ■11 ■ ■11 ■11 ■■ ■111111 ■11 ■1111 ■a111111■■11!!S ■1111■ 111111111111 ■11111111 ■ ■11 ■■ ■111111■ ■111111111111111111■■■ V ■ ■11 ■11 ■1111 ■11 ■111111 ■ ■11�." \:� ■11111111111111 ■1111111111111111111111 ■ ■■11 ■1111 ■� ■�� ■� � ■■■11■■■ 111111 ■11■11 ■■LM11111i`.111111■11■I1 ■11 ■11■ ■11111111111111 ■ ■11 / '�11 * 1 ■ -. ■■■11 ■ ■ ■11 ■ ■■ 11111111/: it ■1111111111►�■111111f111111111111111/1111111111111111� . 'lilt al ti,,.+11i V 'a 11 ■■■11■ ■■ 1111 ■1111111 x11■ 111111■ ■1111a:91111111■11■■111111■11111111■11■1111 Ja..-.11 "11■' ■ ■1 r / ■1111 ■■ ■111111 ■11 ■►iI ■11 ■1111 ■1111 ■111111 \111!11111 ■111111 ■1111111.11111111# 111111 11■ 1l ■1• ■■ ■ ■ ■ ■ ■ ■■ ■/%1111■ 1111■■ ■1111 ■11111111MM■1111 ■111111111111111111■11a ■ 11 1111 111111 I ■ 1111 1111 ■t■ IIIIr aaaaummnar�a vorr a ma ilIMINININ1111 ■ ■■11 ■1111. •; '11 ■11 ■1111 11 Page 2 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: NOA No: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax3: Pmax 2: Maximum Design Pressure, From the Specific NOA System: Deck type: * These decks require a fastener pull test by an approved test labratory 15/8" Plywood Other Deck Type: Joist Spacing: 1 Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer /Size & Thickness: Base Insulation Fastener/Bonding Materi Wood Nailer. Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: PIy Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bon e" g Material: Drip Edge S , '& Gauge: Drip Ed %'e Material Type: Top Insulation Fastener/Bonding Mat rial: Insulation Top Layer /Size & Thic ess: 12" face 26 ga. 1 Galvinized Metal ok Strip /Cleat gauge or weight: Coping Metal: Top PIy: Top Ply Fastening/Bonding Material: Surfacing: FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 11 1/" R.S. Nails Alternate Fasteners: 1. Field: 1 " o/c @ laps & nw rows @ r---1" o/c 2. Perimeter. n " o/c © laps & J rows © " o/c 3. Comers: E " olc @ laps & Jj rows @ " o/c NUMBER OF FASTENERS PER INSULATION BOARD Field: Perimeter. Comer. Page 3 e Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Ba Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component M erial, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. Parapet Well Height Ft Mean Roof Height Page 3a Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Sloped System Description Roof Slope: -- Roof Mean Height: Ridge Ventilation: I "/12" 1 /5I Method of Tile Attachment: Altemate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field:I Perimeters: Perimeter Width: Comers: Page 4 Deck Type: Alternate Deck Type: Underla =nt type: 144 3 0 -1 h Cote Insulation/Fire Barrier Road: Optional Nailabi ubstrate: I /A Fasteners: IhD1 rl -�,"�}� 61 Cap Sheet Type /Adhesive`irype: go hot. rrNop Roof Covering: Roof Covering Attachment Method: I� ,k)Ol � )1104%r ) I Drip Edge Size & Gauge 12" face 26 ga. Drip Edge Material Type: IGalvinized Metal Drip Edge Fastener Type: I2. %)z %z .9011V Hook Strip /Cleat ga. or weight: Roof System Manufacturer: - nil $ til 17-041-1 It Notice of Acceptance Number 1 0 3— NO) 0 1 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: Se 13 P2: MAP 3:I 4,31 Maximum Design Wind Pressures, (From the PCA Specific system): 12y a Sloped System Description Roof Slope: -- Roof Mean Height: Ridge Ventilation: I "/12" 1 /5I Method of Tile Attachment: Altemate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field:I Perimeters: Perimeter Width: Comers: Page 4 Deck Type: Alternate Deck Type: Underla =nt type: 144 3 0 -1 h Cote Insulation/Fire Barrier Road: Optional Nailabi ubstrate: I /A Fasteners: IhD1 rl -�,"�}� 61 Cap Sheet Type /Adhesive`irype: go hot. rrNop Roof Covering: Roof Covering Attachment Method: I� ,k)Ol � )1104%r ) I Drip Edge Size & Gauge 12" face 26 ga. Drip Edge Material Type: IGalvinized Metal Drip Edge Fastener Type: I2. %)z %z .9011V Hook Strip /Cleat ga. or weight: Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: x A 7-6 - Mg: ® = Mr1: P2:e x A - Mg: 6. = Mr1: P 3. 97/ x A 16,4- Mg: 16. 7 P= Mr1 1/8,_3/ NOA Mf: NOA Mf: NOA Mf: 12y, Method 2 "Simplified Tile Calculation Per,Table Below" Required Moment of Resistance (Mr) From the Table Below: I NOA Mf: Mr Required Moment Resistance* Mean Roof Height in Feet 15' 20' 25' 30' 40' Roof Slope 1 1 1 1 • 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34:9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. (P1: Method 3 "Uplift Based Tile Calculations Per RAS 127" x1: (P2: x 1 = (P3: x 1: 1 1 xw :I ) - W: NOA F' xw:I ) - W: NOA F' 1 X w: NOA F' ) - w: Where to Obtain Information xcos9: =FrIl xcos9: =F i x cos e: = Fr3J Description Symbol Where to Find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by a P.E. based on ASCE 7 -98 Mean Roof Height H Job Site Roof Slope A Job Site Aerodynamic Multiplier A NOA Restoring Moment due to Gravity Mg NOA Attachment Resistance Mf NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA Tile Dimensions 1= length w = width NOA All calculations must be submitted to the Building Official at the time of permit application. Page 5a ,d 1 Sent By HANSON ROOF TILE; 954 421 2077; MIA NI MADE NOM BtJILDINC CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DivIslorI NOTICE OF ACCEPTANCE (NOAj Hansen Roof Tile d.b.a. Pioneer Concrete Tile 1340 SW 3416 Ave Deerfield Beach, FL 33442 SCOTT;: • This NOA is being issued under the applicable rules and regulations governing the use of constraction materials. The documentation pct has been reviewed by the BCCO and accepted by tht Building Code and Product Review Committee to be used in Miami Dade ; County and other areas where allowed by the Authority Having Jurisdiction (A31.1). This NOA shall not be valid after the expiration date staled below. The BCCO (In Miami Dade County) and/or the AHI (n areas other titan! Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material Falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and tltc AEU tray innrrncdiately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance. if it is determined by BCCO that this product on material fails to meet the requirements of the applicable building code. This product is approved as described lain, and has been designed to comply with the South Florida Building Code. 1994 Edition for Miarni-Dade County or Florida Bufdinq Code. DESCRIPTION: Barrel Roof Tile Oct -22 -04 2 :30PM; Page 2 MIAMI -DADE COUNTY. FLORIDA METRO-DADE FLAMER fUtL1 tNG 140 /VEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33 130.1$63 (31/5)375-M01 FAX (305) 375 -29O8 RENEWAL otthis NOA shall be considered after a renewal application has been filed and there has been no chi in cite applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the cxpitation date or if there has been a revision or change in the materials, use, andlor manufacture of the product or proms. Misuse of this NOA as an endorsement of any product, for sales, advertising or my 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 prided by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through S. The submitted documentat en was reviewed by Frank Zuloaga. RRC NOA Pia: 03- 0102.01 Expiration Datez 12/16/01 Approval Date D1103103 Page 1 of I'd OLZE I S9SOE ;111E11013 1I -1p141 dLZ :90 90 CO EeW t , Sent By: HANSON ROOF TILE; 1 .el 954 421 2077; ROOFING ASSEMBLY APPROVAL Category: Sub Category: Materials.: Roofing Roofing Tile Concrete Oct -22 -04 2: 30P11; Page 3 I. SCOPE This renews a roofing System using Hanson 'Barret' Concrete Roof-rile, as manu1#tctuz ed by Hanson Roof Tilt 'd.b.a. Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building cafe do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2- PRODUCT DESCRIPTION Manufactured bq Test APpGrant Hanson Barrel Tile Trim Pieces Dimensions Specifications Length: 1 Width; 94i " Varying thickness Length: varies Width varies Varying thickness TAS 112 TAS 112 Product Descr jition High profile, two - piece. extruded concrete roof tile. For mortar set or adhesive set appiic.ttious. Accessory trim. concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1Companents or products manufactured by others Product pimensionis. #30 Felt N/A #43 Coated Basc �TJA Sheet Mineral Surface N/A Cap Sheet Lenzingteac'ZB 140 59" x 164' roil 1 T ddcrlaym t 221bs./roll OLZE1S9SOE Test Product Specificatlon Description Satteated organic felt to ASTM D 726 be used as a nailed Type 11 anchor sheet. Saturated and coated ASTM D 2626 organic base sheet for Single or double ply underlayrnent. Mineral surfaced asphalt ASTM D 249 roll roofing for use as a top ply in a double ply undcrlayment system. TAS 104 Single ply. nail-on uriderlaymcnL t®s4o13 �IJeW Manufacturer Generic (With current NOA) Cleric (With current NOA) generic (With current NOA) Leming Performance, Inc. (Wick current NOA) NOA to.:03 -0102.01 Expiration Dater 12/16/01 Appravrd Date: 01/03/03 Page 2 of 5 dfl :9Q SO co Rew Sent Sy: HANSON ROOF TILE; 954 421 2077; Test Product Dimensions Soccifi atio 30" x 75' roll Rainproof 11 36" x 75' roll TAS 104 or 60" x 751 roil Ica: and Water 36" x 75;ro11 TAS 103 Shield 75!t roll Mortar APIA TAS 123 (`TieTtteun Roof Tile WA See NOA. Adhesive ePypog AH160") ' Single component Tile -Bond factory premixed See NOA polyurethane foam root canisters tile adhesive Oct -22 -04 2:31P1t; Product Description Single ply, nail -on undsedaynsent with 2" self -adhci ing top Vie. Self- adherirag underlayment for use as a top ply in a two -ply underlayment system with Approved #30 or #43 as the base layer. Prepared mortar mix designed for mortar set rooftile applications. Two-component polyurethane adhesive designed for adhesive set roof tile applications. 3. LIMITATIONS Page 4/5 NMaau ram rer Protect-O-Wrap, inc. (With current NOA) W.R. Grace Co. (With cant NOM) Bermuda Motet Company, Inc. (With =tent NOA) PolyfoamProducts, Inc. (With current NOA) Flexible Products (With current NOA) 3.1 Fire classification is not part of this acceptances. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified laboratory to perform grmrterty test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum undcrtayment shall be in compliance with the applicable Roofing Applications Standards tistci section 4.1. herein. 3.5 30/90 hot mopped undedayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers Published literature. 3.6 This acceptance is for wood deck applications. Minimum deck rcquircments shall be in compliance with applicable building code. NOA Nu.: 03- 0102. 01 Esplrattrnn Date: 12116/e7 Approval Date 01101'03 Page3 of 5 R'd ©LEEISS OE iwegoj3 dS2 :90 SO CO ReW Sent py: HAN80[d ROOF TILE; E'd 954 421 2077; Oct -22 -04 2:31P61; Page 516 4_ INSTALLATION 4.1 Hansom Barrel Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attacluncnt Calculations Table 2 Restoriri . Moments due to Gravi - M ft-l. Table 1: Aer. , ltamic Mu + = tern - A 1112111001111C011112= Tile Profile _. r . Direct D . (ft !cation Hanson Barrel Tae 0.263 Table 2 Restoriri . Moments due to Gravi - M ft-l. Tile Profile 1112111001111C011112= 7: ea'Z"te r ar Hanson Bartel Tile 6.80 It 6.70 j 6.56 6.39 6.21 Table 3: Attachment Resistance Expressed as a Moment - liilr (ft .4bt) For Sin le Pa • Adhesive Set 5 ems Tile Profile Hanson Barrel Tie Tile Application P.,' oar P• Flexible Tilelitmd Minimum Attachment Resistance 133 Concrete We 84 Concrete tile 5 Fgace 23!rains• -n and 23 ,,; R .nfPe -• .'1". 8 Ply 11.8 • rams and 11.6 . of Tile8�ond Table 3A: Attachment Resistance Expressed as a Moment - AAq(ft-lbf) For Mortar Set 5 terns Tile Profile Tile .-_ ion Attachment Hans on Barrel Tile Mortar Set 5. LABELING Ail tiles shall bear the imprint or identifiable marking of the manufactures name or logo, or following statement: " Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shad br accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.12 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. OLZEI69SOC N ©A Na.; 03- 0162.01 Expiration Date: 12/16/07 Approval Date: 01/03/03 Page 4 of 5 Tafeya I3 *,le14 dsa :9O SO co Raw Sent ay: HANSON ROOF TILE; d 954 421 2077; Oct -22 -04 2:31PM; Page 6/6 PROFILE DRAWINGS HANSON BARREL CONCRETE ROOF TILE OLZEIS9SO£ BARREL TILE END OF THIS ACCEPTANCE NOA No.: 03-01 CAI Expiration Due! 12/16707 Appra V11 Iite: 01/03/03 PageSofS Emega I3 1IJeW dS2=90 SO CO ReW M 1 A M hDADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring Stuebner Road Spring ,TX 77383 -1132 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material faits to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECFION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05 /10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami Dade County, Florida under the conditions set forth above. APPROVED: 06/14/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1\s0450001\pc2000 \\templates\ notice acceptance cover page.dot Internet mail address: postmaster ®.buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roof Tile Adhesive Materials: Polyurethane Approval Date: June 14, 2001 Expiration Date: May 10,2006 1. SCOPE This approves Polypro® AH160 as manufactured by Polyfoam. Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH160 Dimensions N/A Foampro® RTF1000 N/A PmPack 114 30 &100 Test Specifications PA101 Product Description Two component polyurethane Dispensing Equipment N/A Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tle adhesive. 2.2 Typical Physical Properties: Property Test Density ASTM D 1622 Compressive ASTM D 1621 Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 2 Results 1.6 lbsift 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Chan • e Humidity, 2 weeks '111111111P A4° Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. F'_ 2 MS 4. INSTALLATION 4.1 Polyproel AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use ofPolyprof4 AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro n AH160 roof tile adhesive and its components shill be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained `Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed permanently to s 3 Frank Zuloaga, ARC Product Control Examiner Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4.9 Polypro'' AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each gen rtile profile ren Yires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQIIIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Product Control Examiner 4 Polytonal Products, Inc. ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enoughadhesive toachieve 17 to 23 equate Inches lncontant withthepanthe 2) 'cum caws upside down. Place adhesive 112 To 11n. From outineedge of coverteo. Tien bold the t e. Frank Zuloaga, RRC Product Control Examiner 5 Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Frank Zuloaga, RRC Product Control Examiner 6 Polvfoam Products, Inc. ACCEPTANCE No. : 01-0521.02 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Single paddy under tile Single paddy between tile 2 tits 7 in. medium size paddy save course only Fascia Wealtale Save closure Drip edge Nail through plastic cement Single paddy between tile 31n.x 3 In. Single paddy on undedayment Single paddy on top of tile Eave Cause Eave Closure 2 in. x 7 In. medium size paddy ern course only Fascia 7 Frank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Amy and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the oorrect installation of the product, d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance:. a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE Frank Zuloaga, RRC Product Control Examiner 8 Polyfoam Products Inc. ACCEPTANCE No.: 01- 0521.02 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.).. A. DRAWINGS: NONE B. TESTS: Test Agency. Center for Applied Engineering Center for Applied Engineering Center for Applied Rngineering Center for Applied Engineering Center for Applied Engineering Miles Laboratories Polymers Division Raantech Laboratories, Inc. Southwest Research Institute Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Celotex Corp. Testing Services Celotex Corp. Testing Services Test Identifier #94 -060 257818 -IPA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB- 589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Report Miami Dade Protocol PA 101 Miami Dade Protocol PA 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 PA 114 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 Miami Dade Protocol PA 101 10/23/98 Miami Dade Protocol PA 101 12/28/98 E -1 Frank Zuloaga, RRC Product Control Examiner Polvfoam Products Inc. ACCEPTANCE No. : 01- 0521.02 NOTICE OF ACCEPTANCE: EVIDENCE SIIBMITTED (For File ONLY. Not part of NOA.) C. CALCULATIONS: Walker Engineering, Inc., Evaluation of Tests. Dated 04/07/99 D. MATERIAL CERTIFICATIONS: NONE E. STATEMENTS: NONE Frank Zuloaga, RRC Product Control Examiner E -2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING gCgIIW g PERMIT APPLICATION SUM 13 2006 FBC 2004 Permit No. 1319i-O6 t4 f t 5-7' aster Permit No. Permit Type (circle): Building El Btriical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 54Ily 4 Die 0 ?adflStez -Phone # 36S' 757 (06 0 Owner's Address U 6 N6 qZ City kla46.4.4 Dior@ S State _ Zip 331 3O Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County . Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ail/e) a JJS 7( 4',45 X -pile • Phone # Contractor's Address 7 /O 0 - �_ • 9/ z,e r _ e City /174 01 / � State 4 • Zip . 0 / 73 Qualifier Name ,/ //x y 06 4 �ls Phone # . ) 2 71"cde' cPc State Certificate or Registration No. '6C eV 74/‘ cP Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ te/ ve et) Square / Linear Footage Of Work: 2e0 Type of Work: ['Addition ❑Alt,.tion„ New ❑ Repair/Replace ❑ Demolition Describe Work: /2 ®' ( Inc) s‘. ********************************,*'******* F�************* * * *** ***** * * * **** * ** *** * ** ***** ** Submittal Fee $ Permit Fee $ / a ' CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Structural Review. $ Double Fee $ Total Fee Now Due $ See Reverse side --* i42— Bonding Company's Name (if applicable) %),(/ Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) /VA'° 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 reinspec.F. n fee will be charged. Contractor The fore oing instrument was acknowl ed before me this 1.3 The foregoing instrument was ackno'wlledge fore me this kA----- day o C/ine 2 a l/l day of a,,_ , 20•, by t ( /•'pd c., /4 494,4 who is personally known to me or who has produced , r ; 9 A. who is personally known to me or who has produced ILdi w_. i � .. ` As identificatit and ►. g ,rs N ..411.baili �Z �- • C" ' as identification. and who did take an oath. NOTARY PUBLIC:., , ; • 4 Ile � e t� - r55 ��y 2009 NOTARY PUBLIC: T Sign: Print: My Co i u l issi f n Expires: rItl �I Arif ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** * * * * * * ** * * * * * * * * * ** My Co mmission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02108/06) py • Miami mores Village .tiuliarng meparLmenl Change of Contractor Permit No. `5172.00 l/ 1) S 7 Owner's Name (Fee Simple Titleholder) S ( /y!' (DIoZ4 V L-. Phone # 305 757 10CD 0 Owner's Address °I No N 2 City T& Wwa: Sti6vQ S State s Zip 33153- Tenant/Lessee Name Phone # 3 bS 7S-1 106 0 Job Address (of where the work is being done) �+ City County Zip Legal Description Contractor's Company N a m e ) % � 1 4 / 56C)C, 1 1 E 6- Phone Of ( 2' 711- g� Contractor's Address 7( CO $ eD . ,9'' ° City /' /A Jo,/ State (�� Zip L' / 7 Qualifier GC// ��- /' C L4 7` a2.474- Describe Work: I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. c Signature j ' � i � � ', � _; , � Signature Owner :'gent The foregoing instrument was acknowledged before me this 1a The foregoing instrument was acknowledged before me this 494e; day of , 2t0 , by a, of Z ,-- , 200C ; , by who is personally known to me or who has produced who is personally known to me or who as produced As identification and who did take an oath. L. as identification an ho did take an oath. NOT NOTARY PUBLIC-STATE OF FLORIDA Sign: 455 Si Contractor rlen `sta- andez Print: My ommis ion Expires: • 009 ., Ina *******************************************************,*****,*************,**** * * * ** * ** *** * * * * ** * ** * * ** * * * * * ** Rev. 09/19/03 ) M I A M I•DADE BUILDING CODE COiNPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA} Tract) Security Windows & Doors, Inc. 5100 NW 72 "' Avenue Miami, Fl 33166 %1hAN(1 -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305)375-290S 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 thc 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 thc expense of such testing and the AI-IJ 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 applicablc.building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "2100" Aluminum Single Hung Window i% APPROVAL DOCUMENT: Drawing No. W99 -4S, titled "Series 2100 Alum. Single Ilung Window ", sheets 1 through 3, prepared, signed and sealed by I-Iumayoun Farooq, P.E., dated 6 /10 /02, bearing the Miami -Dadc County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: None LAI3ELING: 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 tiled 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 datc may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall he done in its entirety. INSPECTION: A copy of this entire NOA shall be 1 to " us y the manufacturer or its distributors and shall be available for inspection at the job site at c st the 1Ichng Official. This NOA renews and revises NOA It 99- 0712.05 al n is this gee; I as well as approval document mentioned above. The submitted documentation was reviewed by Rat NOA No 0.t- 0612.04 piration Date: July I I, 2007 Approval Date: July 18, 2002 Page 1 LOAD CAPACITY - PSF SERIES -2100 .ALUMINUM SINGLE HUNG WINDOWS (1 OVER 1) NDOW Di11S. DSB -.ANN. GLASS 3 /18 " -ANN. GLASS 3 /i8 "- TEMP. GLASS TN HEIGHT EXT. 1 -) 1 INT. 1 -) EXT. 1.) 1 INT. 1 -) EXT. 1.) 1 INT. 1 -) i 8' /2' • 1/ 8 26' (3, • 63.3 79.4 80.0 1 125.0 80.0 210.0 63.3 78.4 80.0 1 125.0 80.0 180.6 63.2 19.4 80.0 1 125.0 80.0 129.3 34.9 I 34.9 80.0 1 90.1 50.0 1 90.1 /5' 1/2' t' 1/5 25 -3/5' (3) 63.3 78.4 80.0 I 125.0 90.0 169.5 63.3 78.4 80.0 I 122.3 80.0 1 122.3 59.' 89.1 80.0 1 87.6 80.0 87.6 X % 76.8 1 61.0 76.8 1 61.0 1,18' 1/2' . '/8 50 -5/9' I (5) 63.3 75.4 80.0 i 125.0 90.0 210.0 63.3 72.9 50.0 1 125.0 80.0 1 154.5 50.9 52.9 50.0 88.6 50.0 104.1 .X X 51.5 61.6 62.5 1 82.6 1/5' 1 !2' • I 57' •1 /8 ! 'S) 55.3 15.4 80.0 1 128.0 80.0 190.2 6 2.3 • 59.4 80.0 I 111.9 80.0 I 137.3 x x 79.4 1 79.4 80.0 1 98.3 x x 54.5 '1 54.5 57.9 I 57.9 1 /8' 1 ••/2' 1 63' -1/8 `• ( ") 63.3 13.3 90.0 1 125.0 90.0 1 172.1 624 62.4 60.0 1 100.2 60.0 124.2 x x 73.2 1 73.2 50.0 I 89.0 x x 49.1 1 49.1 84.5 54.5 .1/8' •1 /2' 74-1/4' ' Sr (8) 59 9 89.8 90.0 1 125.0 80.0 1 175.2 X X 50.0 1 1 89.2 80.0 1 126.5 x x 84.4 1 64.4 80.0 1 90.6 X X 46.6 1 46.6 50.0 1 50.0 ■ NO. IN PARENTS -oS :S :'CiCA -E NC. or ...NCI-CRS PER JAMB. ROLL FORMED ALUM GLAZING BEAD 3S8 -ANN. OLASS BEDDING COMPOUND - SCHNEE MORE -EAD 5555 .'t N . a nI • ROLL FORMED ALUM GLAZING BEAD 3/16' ANN. CLASS 7 OR 3/16' TEMP. GLASS GLAZING OPTIONS ` W g s 8EDOING COMPOUND 5014140E MOREHEAD 5555 V 2 I= n :z z 93 1/8' MAX. WINDOW WIDTH 49 5/8' MAX. 48 1/15' MAX. D.L OPG. (VENT) 50 1/4' MAX. VENT WIDTH tn C� W W • z ni 83 1 /B- M' WINDOW WI: 49 5/8' MAX. D.L CPC. (FIXED) 7 CENTER ANCHOR 0 HEAD it SILL RE00. ON WINDOWS OVER 26 -1/2' 'WIDE ONLY TYPICAL ELEVATION$ TESTED UNITS a CO ta 1 I 6' MAX. TYP. 48 1/16' MAX. 1 D.L OPG. (vE.NT) 50 1/4' VAX. VENT WIDTH NOTES; 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE n10H VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CO0E. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHAL1 BE AS LISTED. SPACE0 AS SHOwN ON DETAILS. ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL 80 BEYOND WALL DRESSING OR STUCCO. WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS Et.9r. OR. HUMA!OUN FAR000 STRUCTJRES r_. PE 1 16557 A ppro.'i u complying wtlb the Fluriila.11 • :dia2 Cuilc Date Hy 11/ It•i1 NOA4 /1.461%•01 Miami Dark Product 4ettcl V I1 i114)� / / I. Iu • •z -4 -4 VI 4.3 4. v __..I JAM() _ANC11(lliS SEC CIUJtt _ 74 1/4' M.A.X. - -- WINDOW. I IEIG011 3/ 1/4• L4AX *141-111 I4:111 33 1.1/16' 11. L.O. (Vt.NI) (J v L.. 0 .13 3/4' MAX. • I JAUD ANCNURS SEE C1tART -0 r- �•i w r0 u z 0 z 6' SERIES 2100 ALUM. SINGI.E HUNG WINDOW TRACO SECURRY WINDOWS & DOORS INC. 5100 N.W. 72 AVE. lAIAMI, FL. 33166 at- (30S) 591 -8990 AN— HAIt00Q OR CPORATION ENGINEERS, PLANNERS & PRODUCT DESIGN 123.5 SW 07 AVE MIAMI. FLORIDA 33174 1EL. (305) 764 -0100 FAX. (305) 762 -6978 C061P- ANI. \W99_485W • N7. 2. :7 RCLL F:RVED ax • :5 -;••..N. _ROLL FCFYED 4..-...1.4 '., 3,-.1..7.1NC 33l.t) 3/16' •!:N. %ASS \ \ 3/16. -EMP. CLASS . • \ \ - 6:-1.EE. 4CF,.:.-f-•: 5.555 f'7-: \ \ I- SZ...NEE 7.: ' • .1 --,....... i .I \ • < (. , 1/ CPTIONS 53 1, 8' t.t4.X. • • 4,MDCW 74 .9 5/5' 144.x. D.L CFG. (FxE:) • . :33-ANN. GLS N C:14FCVN3 YORE,E.3 :555 4: .8 1/•6• to.:.x. :.L. CPC. Vt• mAX. 33T w:7- j 6• 53 1/6' mA.x. 04.40CW 1101M 49 5/5" .L :PG . y.XE) CEN7ER 0 k CN wIN:CwS 15-1/2• 3N..T 7‘7'1C/.1 r...'471CN$ TESTED UNITS 31:6, :LASS 48 V•e." 0.L. C.:E17) MAX. NOTES; 1. IOUS FRODuCT 5 CESCNE: "C 3MP31 ve731 VC.0C7 ZONE OF 7)E 2:c1 3033. A.LS0 F3R 1..1Np :53 •SCE 7 USING C3RFIEsns3:1. 2. w:/co eucr.s eY 4,457 SE ANCHCRE3 PRCPERLY L3A.35 70 7,-5 57RjC_ 3. 3. kNCHCRS SHALL 93 AS _6-20. SPACE:: AS SHCVIN ANCHOR EVEE:WE•7 .SASE MA73AL SHALL 63 51 C.RESSING CR 17.:C::. WINDOWS TO EE FROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS Fr, ,C,C Rt g • 6117 nn, A pprotoi Date sonp_r3.4! hilt* a Dad< Ui.kia01"") 11. • 2 :ESIGN LEAD CAPACITY - PSF SEP.:ES-2100 ALUM:NUM SINGLE HUNG tr.NE;CliS (1 CrEP I) w:NDC.W 5,:MS. DSS-ANN. GL;SS I 3/:6"-ANN. GLASS 3/:6"-TEMP. GLASS Ex7 :-: ! :NT. 1-) 1 E xT. (-) ; INT. 1-) i.") 7. 1-) I :hi'. (-) •9-.:. 5' . ....• 52-• 9, . • • 53 3 ' 75.4 1 ..;:.0 . : 1 25_0 53.0 1 210.0 52 3 "5.4 I :C.3 ' 135 3 :3.0 5.3 2 75.4 1 a:: • 1:e..3 60.3 1 119.3 .3A 3 • 3.• 9 1 52.3 90.1 53.3 1 so.1 .9-1 5 • 53-• 5 3e-3; 5' ..% .-, 53 2 14 1 53.3 11:50 30.3 j 56.3 3. 'f... 1 53.3 • 12.3 53.0 52. • • 59.1 53 3 . 57.6 53.3 I 57.5 x x I 75! • 61.0 76.6 j 61.0 53-* 6 . w, 13) 53 2 !.. I 6:3 •:.!.0 50.0 .t.: 2 7:.9 3:.0 121.0 !C.0 1 53 ; 5.32 1 53.3 • 6e.5 83.: X 1 5...e . 61.6 52.5 I 52.6 13.-' :' 37 3.3-• e 57' • .-, 533 5.4 o: 3 : 115.3 5C.: I 153.2 52 : :5.4 1 53 .: 111,9 53.0 I 137.3 x x 1 7;.4 79.4. 53.3 1 ;e.3 x t 1 3.. e 54.5 57 9 I 57 9 '9-•. S' :e-• .'2" 53-*, 5 53' . 5: 63 3 73 3 1 E: 0. "21.0 50.0 I 172.1 5: . 57. . I BC 0 • 0:3.2 EC 0 I *.3.. 2 x 72.2 50.0 x x I A9.1 : a9.1 5A 5 ! 5.5 :5-* .2• 27' - 74-1:4. ,5) 535 13! I 5:0 . 115.3 533 i 175.2 x x I 5: 3 I . 65.2 50.0 I 126.5 x x I t A 4 , 54.4 60 0 j 5C.e x x j 45 5 A5 5 50.3 i 53.0 • N7. 2. :7 RCLL F:RVED ax • :5 -;••..N. _ROLL FCFYED 4..-...1.4 '., 3,-.1..7.1NC 33l.t) 3/16' •!:N. %ASS \ \ 3/16. -EMP. CLASS . • \ \ - 6:-1.EE. 4CF,.:.-f-•: 5.555 f'7-: \ \ I- SZ...NEE 7.: ' • .1 --,....... i .I \ • < (. , 1/ CPTIONS 53 1, 8' t.t4.X. • • 4,MDCW 74 .9 5/5' 144.x. D.L CFG. (FxE:) • . :33-ANN. GLS N C:14FCVN3 YORE,E.3 :555 4: .8 1/•6• to.:.x. :.L. CPC. Vt• mAX. 33T w:7- j 6• 53 1/6' mA.x. 04.40CW 1101M 49 5/5" .L :PG . y.XE) CEN7ER 0 k CN wIN:CwS 15-1/2• 3N..T 7‘7'1C/.1 r...'471CN$ TESTED UNITS 31:6, :LASS 48 V•e." 0.L. C.:E17) MAX. NOTES; 1. IOUS FRODuCT 5 CESCNE: "C 3MP31 ve731 VC.0C7 ZONE OF 7)E 2:c1 3033. A.LS0 F3R 1..1Np :53 •SCE 7 USING C3RFIEsns3:1. 2. w:/co eucr.s eY 4,457 SE ANCHCRE3 PRCPERLY L3A.35 70 7,-5 57RjC_ 3. 3. kNCHCRS SHALL 93 AS _6-20. SPACE:: AS SHCVIN ANCHOR EVEE:WE•7 .SASE MA73AL SHALL 63 51 C.RESSING CR 17.:C::. WINDOWS TO EE FROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS Fr, ,C,C Rt g • 6117 nn, A pprotoi Date sonp_r3.4! hilt* a Dad< Ui.kia01"") 11. • 2 7.ESIGN MO CAPACITY - PSF 2P: S-2100 ALL'Nf:NVNI SINGLE iil:NG ADCs (I CrER :) • CS-ANN. GLASS 1 3/:5--ANN. GLASS 3/.:5- -TEMP. CLASS ..7 Ex7 :-2 ! :s7 (-: 1 Ex7. (-2 ; :N7. (-) 0)7. (-2 I :NT. (-) 4 53 3 ; 75•4 1 503 '25.0 50.0 1 210.0 53.3 5.4 1 50.0 ' '253 50.0 ! • 50.5 531 754 1 s: : 125 0 50.0 34 9 . 1..5 1 5: 0 90.1 53.2 1 90.1 531 -54 1 50.0 •.:,5 0 50.0 ! '59.5 523 , 75.4 1 52.: ' • :2.3 80.0 ! -22,3 59.* 59.! 1 5: 0 - 57,6 5C.: I 57.5 X X I 755 • 5'.0 - el , 5:: -5.4 1 5:: •:.5.3 50.3 ; 2!c.3 _.1 531 7:.9 5: 0 '.25.0 SCSI 1 52 '4 50.5 1 5:.: • se 6 50.: ! •04.1 x x I 5.1 5 . 5%5 52.5 I 52 6 531 "E.+ ! s: : '253 50.0 ! 90.2 511 55.4 ! 5:0 '.•.!. 9 , 50.0 1 117-2 • 1 x ! 79.4 79.4 50.0 1 98.3 x 1 1 54 5 54.5 57 9 1 57 9 3' !; 521 13 I a:: 53 53.0 I 172.1 E: • E: • : ::: 2 •00.2 50 0 ! •7.• 2 x x j 12 72 2 503 ! 59.0 x x I , - . 7 . .9.1 5, 5 ! 5. 5 6) 595 5: ! ! 5: t: • :5 0 5:3 I t 752 x x ; 523 1 55 2 50.0 i • 255 x x I 54 4 54,4 50 0 i 90.5 x x , . 5 5 '5 E •_ 50 2 , 50 3 :•4 FJ.C\7-::S '.••21C40 *.T. P:RvED AL-•• - :SS-ANN. %ASS \ \ 3/:6' "CmP. :LAss P,E:72;N: :ktt:::.N: .; • 515::::::NG C:LAPCUND .5•0-NEE 40.7C-EA1 5.555 '.: Z \ :-S,2!••:::E Y2PE,EA: 5555 !...E ' • r0Fv00 3/16' t•sNi. .:•LASS GLAZING CPTIDN$ 53 1/5- MAX. 4."3CW 1 ! 6' 7•7;-*. X5 1/•5 v.A.x. ,•••• ) to ,/a. ti 3 '41 53 :/5" of:NDC of vr.D7m A9 5/8" !.•,,EX. I z SP. ! C.L. :PC. :Pix.E2.) , ! L., 5,-, c 0 A V 7.' C:) 1:`.. x -7. •:7; :;.4SS 1-- \) - • . '''•';''' 11 cy 3 5 ''' Z i 1 ' .-.-- . !I _-: i , ■ z .z 's z., iI 1 i 01 '.< Z 3 ,--, ":.e.' . I ,... --... ;•./1/,' ".;;! i :: 4 ! . --, ..- ...i '• z :1 ..-- • 3 CENTER A•::-:R 0 hEAD 'EDO. CN CCs 2:EP :5-1/2" w,DE Ty:DICAI E' rVATICNS TESTED UNITS A8 • / • 6' vx.x L. C. ;•E‘,.7) 53 .5'.. si ,E,NT NOTES; 71.11S 00uc s :ES:SE: ::PLY 7-.E ••10,4 •t-0077 ,1.44:c.ot 2254E OF Tt-E 2:41 002E. ALSO FOR W.NO 0.$ +5 !..4 *0E 7 :;9;NC 02PPE5P2s2:,N2 :2A25. 2. wOOD SOCKS 5 07-EPS. ,.S7 SE At4Ct-tt-,RED t.ROPE4*.Y 0 17A.N571:4 1.04•35 70 7^.5 57R'JC:^7C. 3. ANCHCRS BE AS -.5750, SPACED AS Si-!0■NN CN 3E-44.S. ANCHOR t1.'9 355.,7 C BASE MATERIAL S-ALL BE BEYDNO WALL DRESSING CR WINDOWS TO EE PROTECTED WITH DADE COCNTY AFPP.OvED IMPACT RESISTANT SHUTEF.S F.4%;()C L'S •5557 Aprtro.•-■: s corr.0)in5 xitb the :fin Cmle Datt tt, 1,S41 NOA. I{. ,1.17 Produr uatrul 0 Uit t‘iI41B? TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 4 0 22 s19 WOOD BUCKS NOT BY TRACO S 1Y WINDOWS MUST SUSTAIN LOADS IMPOSED . ,LAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: 3/18 TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. MATERLU.SUST ITEM NO. PART NUMBER QUA.`ITTTY 1 050 -00 -387 DESCRIPTION HEAD MATERIAL 606 —T6 2 050 -00 -375 SILL 6063 —T6 3 050 -00 -368 2 JAMB 8083 -16 4 050 -00 -164 VENT TOP 606x3 —Y6 5 050 -00 -492 1 VENT BOTTOM 6063 -16 051 -00 -180 2 VENT SIOE 6063 -18 MANF. /SUPL ALUMAX TIFTON ALUMAX TIFTON ALUMAX TIFTON TIFTON j- 8X3/4' j 8 X 1' St. AMESBURY SCHNEE MORE MAR80LL0 IN OPTIONAL WIBORG W1- 80RG WINDOW C0M- I.X2'XI /4' ALUMINUM INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY SEALANT: ALL FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SEALANT, F XED MEETING RAIL AT ENDS SEALED WITH GE SILICONE. 1 2 1/2' DRAIN NOTCH AT EACH END OF SCREEN RETAINING LEG 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/8 SHIM AT EACH CORNER OF SCREEN BY OR 28Y W000 BUCK 7 050-00 -119 1 MEETING RAIL 8063-15 8 9 012 -00 -832 AS RE00. FRAME ASSEMBLY SCREW 10 050 -00 -000 AS REDO. VENT ASSEMBLY SCREW 11 047 -00 -008 4 WOOIP4E VENT SIDE 12 13 050 -00 -000 AS RE00. ACRUC BASED GLAZING COMPOUND 14 007 -10 -016 2 SWEEP LOCK 0 7' FROM ENOS ZAMAK 15 004-00 -003 AS RE00. ROLL FORMED SCREEN FRAME 18 048 -00 -002 AS RE00. FIBERGLASS SCREEN MESH 17 046 - 18-005 AS READ. SCREEN MESH ROLL VINYL 18 WV -8502 AS RE00. BULB WEATHERSTRIPPING 19 20 WV -2205 1 FLAP SILL VINYL 21 046 -16 -030 1/ JAMB BLOCK AND TACKLE BALANCE 22 2 CLOSED CELL FOAM PAD 23 AS RE00. ROLL FORMED GLAZING BEAD _n;r: OR. HUMATGUN FAR000 STRUCTURES FLA. PE 11 18557 AP1:rov,< ss c Florid■ U� %Jin Uatc , NOAH 01" Miami UAds P Division U7 l L ANCHORS )R SPACING 2 4 W000 BUCKS NOT BY TRACO SECURITY WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANO TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: 3/16 TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. i . PART NUMBER QUANTITY 2 050 -00 -375 1 050 -00 -387 MATERIALS UST DESCRIPTION HEAD SILL MATERIAL M4NF. /SUPUER /R°" 6063 —T6 ALUMAX 6063 —T8 TIFTON KS 3 050-00 -386 2 JAMB 6063 -16 ALUMAX 4 050 -00 -164 VENT TOP 8083 —T6 TIFTON 5 050 -00 -492 VENT BOTTOM 6063 —T6 INTO 2BY W000 BUCKS OR W000 STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY W000 BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY SEALANT: ALL FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SEALANT, F XED MEETING RAIL AT ENOS SEALED WITH GE SILICONE. Al6 )TCH OF LEG C • TYPICAL. ANCHORS SEE ELEV. FOR SPACING 1/8" SHIM AT EACH CORNER OF SCREEN 1BY OR 2BY w000 BUCK 6 051 - 00-160 2 VENT SIDE 6063-16 ALUMAX TIFTON 7 050 -00 -119 MEETING RAN. 6063-15 TIFTON 8 9 012 -00 -832 AS RE00. FRAME ASSEMBLY SCREW / 8 X 3/4" SUS 10 050 -00 -000 AS READ. VENT ASSEMBLY SCREW j 8 X 1' SUS 11 047 -00 -008 4 WOOLPILE VENT SIDE AMESBURY 12 13 050 -00 -000 AS RE00. ACRYUC BASED GLAZING COMPOUND SCHNEE MOREHEAD 5555 14 007 -10 -018 2 SWEEP LOCK 0 7• FROM ENOS ZAMAK MARBOU.O INTL. 15 004 -00 -003 AS REDO. ROU. FORMED SCREEN FRAME OPTIONAL 18 048 -00 -002 AS RECD. FIBERGLASS SCREEN MESH 17 045-16 -005 AS READ. SCREEN MESH ROLL VINYL 18 WV -8502 AS REOD. BULB WEATHERSTRIPPING VINYL WIBORG 19 20 VN -2205 FLAP SILL VINYL WISORG 21 048 -15 -030 1/ JAMB BLOCK AND TACXLE BALANCE WINDOW COMPONENTS 22 2 CLOSED CELL FOAM PAD 1'442'X1/4" AT EACH CORNER 23 AS READ. ROU. FORMED GLAZING BEAD ALUMINUM VENT WIDTH D.L. OPG. TYPCAL ANCHORS _ SEE CHART FOR SPACING 1/4" SHIM MAX. � rn zW O° 0 cc a a O vt • Z '1 S O.ag: R:fo= rlAddg _ :6 l3 in m e a 6 3/8" MIN. TYP. GLASS BITE EXTERIOR WINDOW W!OTit .J r. 0R. AT N FAR000 STRUCTURES FL.. PE / 16557 ;V:1_11_20112_4 AP1:ro+,ti as cumplyin2 with the Florida Ue %'liag.Cak Date '1J' V 1 44'1 Nom o1- OnI7..oY Miami Dada Prod Control Oki/ion,/ uy drawing n W99 -4 f sheet 2 of FRAME HEAD .812 - 1P.062 1.012 L 1.387 .969 —1 MEETING RAIL .062 --IL- VENT TOP RAIL 1.350 x^.938 VENT BOTTOM RAIL r1.0751 I .062 .937 1.625L- SASH SIDE RAIL 2.327 —� 1 1.982 1.375 1 .l_ i 1.250 1.375 FRAME JAMB 2.125 FRAME TOP CORNER FRAME BOTTOM CORNER • VENT TOP CORNER VENT BOTTOM CORNER Engr. DR. nUMMTOUN FAR000 STRUCTURES FLA PE g 16557 Am:rusn: as comp Florida Rt: 0in6 G Date NOAH a -0v Miami Dail Pry(d t1r islnn Rr i w nl T 1.000 )2 1.397 1.637 1.833 x1.075 A62 .937 .62 I 5 I- SASH SIDE RAIL, i 1.250 7- I 1.375 L-1.375-1 FRAME JAM 2.125 FRAME TOP CORNER FRAME BOTTOM CORNER VENT TOP CORNEA VENT BOTTOM CORNER Engr. DR. MUMAYOUN FAROOO STRUCTURES FUA PE / 16357 Apptuted of complying with tht Florida melding Code , Date TJ y t NORM aj.- OV*1•oY multi !holy Prylduct Control l)itisina 1)r .- t24A" A 1 drawing n W99-4 (sheet Sot BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOAH JeId -Wen, Inc. 31725 Highway 97 North Chiloquin. OR 97624 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 Miarni 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 warmer, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Jeld -Wen "Gladiator" & "Energy Saver" O/S Glazed W/E Residential APPROVAL DOCUMENT: Drawing No. S- 2004, titled "Jeld - Wen Steel Outswing W and Single Unit", sheets 1 through 7 of 7, prepared by R.W. Building Consultants Inc, da revision on 11/08/02, bearing the Miami Dade County Product Control Revision stamp wi Acceptance number and expiration date by the Miami -Dade County Product Control Divisi MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo following statement "Miami -Dade County Product Control Approved ", unless otherwise noted,e 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 and shall be available f This NOA revises and mentioned above. The submitted documen OA shall be provided to the user by the manufacturer or its distributors ob , , t the request of the Building Offfcial. d, consists of this page 1 as well as approva t ocument TH .s: ' .10 008 03 1 JELD -WEN® STEEL GLADIATOR and ENERGY SAYER OUTSWING WOODEDGE STEEL DOOR WITH WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS GNED TO MEET THE SOUTH FLORIDA BUILDING CODE 199 EDITION FOR MIAMI —DADE COUNTY. 2. WOOD BUCKS BY ERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS, TO THE STRUCTURE .3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL. DRESSING OR STUCCO. 4. IMPACT RESISTANT STUTTERS REQUIRED. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: —SEE DESIGN PRESSURE RATING TABLE SHEET ONE. 8. SIDEUTES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM DOES MEET THE WATER REQUIREMENTS IN MIAMI —DADE COUNTY. (Common I ailUframme conditions R Door Leaf Contra on: 5 24 go. (0.021' minimum thickness, steer &— 18c8 minciartQUolgkness,,go1vanized per ASTM 820 wtth yield strength F ave. )m24,600 psi. Cora design: Expanded polystyrene with 1.0 to 1.25 lbs. density. pe e � um L e narrcrg wood s qnod k I m c ra ce is glued expanded reinforcement. Dame The head Jamg�bs,and skill Jambs he5drdnd ide pm seareHirtgorttsed,56ulteld and yaw using (.3) 7/8" x 2 wire staples. The threshold used is an aluminum outswtng bumpface measuring 4.625" 1". TABLE OF CONTENTS ' SHEET # DESCRIPTION ON 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 VERTICAL CROSS ECTIONS 3 HORIZONTAL CROSS SECTIONS 1/3, 2/3 & 3/3 • 4 HORIZONTAL CROSS SECTIONS 1/4, 2/4 & 3/4 5 ANCHORING LOCAONS 6 ANCHORING LOCH ONS & DOOR MODELS 7 BILL OF MATER & GLAZING DETAILS A 74.5" MAX. OVERALL WIDTH 36.75" WC PANEL WIDTH W /ASTRAGAL r �7 0 1 1 36" MAX. PANEL WIDTH DOUBLE DOOR ELEVATION 105.25" MAX. OVERALL WIDTH — 21.6175" 14" MAX. MAX. D.L.O. PANEL WIDTH 68.5" MAX. OVERALL WIDTH 1 0 c 0 1 J 1 1 a 1 1 1 1 6" MAX. SINGLE DOOR W SIDEUTES ELEVATION 15.5" MAX. 37.5" MAX. OVERALL. WIDTH FRAME WIDTH J d or CJ 151 DOUBLE DOOR 1VSIDELITES ELEVA17%J SINGLE DOOR ELEVATION GLAZED D00R SHOWN FOR CL,ARfTY OF VIEW MEWED IM171, 3IQR) DESIGN PRESSURE RATING // , WHERE WATER N REQUIREMENT IS NEED ON POSITIVE + 50.0 Psr NEGATIVE — 46.0 PSF D.L.O. 19.525" MAX. D.L.0.. N8 c�z cF . z BUILDING CONSULTANTS, INC 613.684.3831 MODUCTRIVIMMI 12/01/99 zoo g rnr.wrekr:.: Aeaoe D hz° .. D+i" ar: TJH � RyMsNr orac, en RW DRAINS NO.: S -2004 SHEET 1 OF 7 •A . FIXED XRIQR ski NU' SEE NOTE 5 #2 SHT. 7 ' toi .020" MIN. SKIN .75" GLASS THK. OPERABLE INERLOB t 1.75° MAX. PANEL THK. lks • I PATO' In z N VERTICAL CROSS- SECTION Z a• . . • Pwlal rAi war 0 zlEd • n 00 a it11 • • • •p' ;.: .. m m a � waiabi i SEE NOTE #1 SHT. 7 5" MIN. GLASS THK. L° 0 0 ,.? ..,.t.. ri .020" MIN. SKIN THK. VERTICAL CROSS - SECTION al 0 0 0 .020* MIN. 1 SKIN 1.75" MAX. n PANEL THK. INTERIOR 1 SEE NOTE #1 SHT. 7 5" MAX. GLASS THK. 0 00 I�\L - z I • VERTICAL C OSS- SECTION A 2 1g N ^z moo= IMMO . monoWei es !Mk 1an.10 ?.C�(lf�l BUILDING CONSULTANTS. INC. 813.684.3831 aiE: 12/01/99 scram 1 /2" _ 1" DM- BY: TJH CHX. er: RW DRAWING NO.: S -2004 stiErr of 7 INACTIVE SEE NOTE #1 SHT. 3 c) ACTIVE NOTES: 1. SPACING FOR #18A 1,21/2;4;5 THE BOTTOM UP IS 2. ATTACH THE STRIKE ASTRAGAL USING A IS AS FOLLOWS: FROM TOP DOWN 1/2*, 13", 18" & 26 ". SPACING FROM THE SAME. PLATE AND THE DEADBOLT PLATE TO THE #8 x 2" LG. PHILLIPS FLATHEAD SCREW. SEE NOTE #1 SHT. 7 .25" MAX. SHIM 0 ° z cv a . ►: _ *al : a* m. 3tl1!. INTERIOR SEE NOTE #1 SHT. 7 .15" MIN. COUNTERSINK 1.15" MIN. EMB. SEE NOTE • #2 SHT. 7 0 HORIZONTAL CROSS SECTION AT LATCH JAMB TO BUCK. TYP, JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 2 1 NO. 12902 6 s 2s /0 o0 DATE GENERAL REVISION GENERAL REVISION TJH BY PRODUCT: JELD -WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNIT REVISIONS PART OR ASSEMBLY: HORIZONTAL CROSSE TIONS 1 2/3 & 3/3 BUILDING CONSULTANTS, INC. 813.684.3831 .15" MIN. COUNTERSINK 2 HORIZONTAL CROSS SECTION AT HINGE JAMB TO BUCK. TYP, 1.15" MIN. EMB. .25" MAX. SHIM THK. zionthii Amissmos 'aiteio DATE: 12/01/99 a'":1 /2" = 1" OVA SY: TJH cHK. art RW DRAWING N04 S-2004 SHEET OF .1_ 1.15" MIN. I� J EMS. .15" MIN. COUNTERSINK SEE NOTE #1 SHT. 4 AMOR in SEE NOTE #1 SHT. 7 .25" MAX. SHIM THK. •■a SEE NOTE #1 SHT. 4 0 .3 H RIZONTAL CROSS SECTION 4 /T SLOELITE TO HINGE JAMB. TYP, .15" MN. COUNTERSINK SEE NOTE 1 SHT. 7 JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PI-1. 541.783.2057 2 1 NO /29/002 6 29 00 DATE GENERAL REVISION KMR GENERAL MOWN TJH PART OR ASSEMBLY: PRODUCT: JELD —WEN S7ttL OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNIT REVISIONS BY HORIZONTAL CROSSE TIONS 1/4, 2/4 & 3/4 .15" MIN. COUNTERSINK SEE NOTE #1 SHT. 7 2 HORIZONTAL CROSS SECTION 4J AT SIDELITE TO LATCH JAMB. TYP, NOTES: 1. SPACING FOR ITEM 133, WHEN USED TO ATTACH THE SIDELITE TO THE SIDELITE JAMB f5 AS FOLLOWS; FROM THE TOP DOWN 8' & 30 ". THE SPACING FROM THE BOTTOM UP IS THE SAME. eu4.OINO CONSULTANTS. INC. 813.884.3831 War: 12/01/99 scALE:1 /2" _ 1" DW8.9T: TJH clot. en RW DR WINO NO.: S -2004 SNEET or 7 SINGLE DOOR 'ANCHORING LOCATIONS 8 DETAIL "F" ATTACH ASTRAGAL THROW BOLT STRIKE RS SHOWN. T FRAME SEE DETAIL "F" DOUBLE DOOR W /SIDELITES ANCHORING LOCATIONS DETAIL "G" HINGE DETAIL ANCHORING LOCATIONS V) z 0 U.) d 2 BUILDING CONSULTANTS, INC. 813.884.3831 DATE: 12/01 /99 =NS: N.T.S. DTM0. tm TJH cHK. Dr: RW DRAWN() NO.: S -2004 SHEET 5 OF 7 SEE DETAIL "9" SHEET 5 r SEE DETAIL »r SHEET 5 11r. 3" ttke.) TYP. tt- 3" 3" DOUBLE DOOR ANCHORING LOCATIONS 36.0` MAX. I- PANEL, WIDTH J110 0 0 PRI t 0 0 GLAZED DOOR MODELS 6• • 'h d 0 0 SINGLE DOOR W /SIDELJTESANCHORING LAYOUT 15.25" MAX. 1 I PANEL WIDTH R 0 d L SIDELITE MODELS } 1 If) 0 III • �/ •+Q�l //'BUILDING, CONMULTANT9. INC 813.884.3831 mae 12/01/99 SCALE N.T.S. owa. er. TJH ear. ar RW wuWam rm.: S -2004 !MST or b E(OR .5" GLASS BITE \ \�\ \ " ugh TEMPERED GLASS !*141:\:' ‘‘\ 141 INTERIOR 7 `T 0 .125" INSULATED EXTERIOR INTERIOR SEE NOTE #1 GLAZING DETAIL, FULL LITE & SIDELITE .5" GLASS BITE .25" STEEL SPACER .25" AIR SPACE .125" INSULATED TEMPE,KkU GLASS SEE NOTE 12 GLAZING DETAIL. VENT LITE .5" STEEL SPACER n • .125" INSULATED TEMPERED GLASS .5" AIR SPACE .125" INSULATED TEMPERED GLASS Item DESCRIPI,.,NJ Material 2 3 4 5 HINGE JAMB (1 1/4" x 4 1/121 WOOD HEAD JAMB (1 1/4" x 4 1/2) WOOD 4" x 4" BUTT HINGE 12GA. (.097" MIN) STEEL 6 7 7A 713 8 9 10 11 12 x " PHILL / FLATHEAD WOOD SCREW (HINGE R FRAM' E STEEL 8 x 2 1/2 PHILLIPS FLATHEAD WOOD SERSTEEL 1. X 2" PHILIPS FLATHEAD WOOD SCREW DIRGE TO BuC(1_ STEEL 1/4" TAPCON x 2 1/8" FOR DOORS & 2 1/2 FOR SIOELITES SitEL 13 14 15 16 17 18 ITW BUILDEX TAPCON NOA 1 96- 1226.03) OR STEEL BUMPER THRESHOL 731.15 A UMINUM COM RESSION WEATHERSTRIP Q- ON QDS -650 EXTRUD &D ASTRAGAL (IMPERIAL IANH) ALUMINUM 19 x 1 PHILLIPS FLATHEAD WOOD SCREW STEEL FACE SHEET 24GA. (GALVANIZED .021" MIN.) GALV. STEEL FACE SHEET 25GA. (GALVANIZED .018" MIN.) TOP RAIL (1.67" x 1.042") BOTTOM RAIL (1.67" x 1.065' SIDE STILE (1.087" 1.065 ") WOOD WOOD WOOD ASTRAGAL THROW BOLT 0.31" x 19.25 L. STEEL 18 x 1/2" L. TYPE AB" PANHEAD SMS STEEL 18A 19 20 21 22 23 24 ASTRAGAL REINFORCEMENT PLATE LOCATED WOOD TOP & BOTTOM OF ASTRAGAL. ATTACHED/ 8 -16 X 1- FLATHEAD WOOD SCREW STEEL KWIKSET TITAN SERIES LOCK KWIKSET TITAN SERIES DEADBOLT LATCH SCREWS (SEE LOCK INSTRUCTIONS) MASONRY WALL CONC. 2x WOOD BUCK WOOD DYLITE EXPANDED POLYSTYRENE (1.0 TO 1.25 Ibs. /cu. ft. MIN. DENSITY) 1/4" MAX. SHIMS 25 26 27 FULL UTE & SIDELIIE FRAME 001. POLY PROPOLENE 28 1/2" OVERALL INSULATED TEMPERED CLASS 29 LATCH JAMB II 1/4" x 4 1,/121- 12'1 30 18 x 1. 1/2 TEK SCREW (LITE FRAME) 31 VENT LITE FRAME ODL POLY PROPOLENE 32 3//4" OVERALL INSULATED TEMPERED GLASS (VENT UTE PANELS) GLASS .33 18 x 2 PHILLIPS FLATHEAD WOOD SCREW STEEL 34 BLANK JAMB (1 1/4" x 4 1/121 WOOD WOOD LOCK REINFORCEMENT DOTES: 1. SPACING FOR ITEM 130 (18 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR SIDELITES & FULL LITES: TOP & BOTTOM; SIDELITE (2) SCREWS 2" IN FROM EACH CORNER. FULL LITES (3) SCREWS 3" IN FROM EACH CORNER, & (1) IN THE CENTER. SIDES FOR BOTH; (6) SCREWS 3.25 ", 13.75. 26.5", 39.375 ", 52.0" AND 62.625 ". 2. SPACING FOR ITEM 130 ( #8 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR THE VENT LITE: TOP & BOTTOM 2.5" IN FROM THE CORNERS & (1) IN THE CENTER. SIDES; 3.25" FROM TOP CORNER & (3) MORE AT 10.375 ". WOOD WOOD GLASS WOOD STEEL tt Oz 6 � � j x 0 L 4. 0 k • N 0 2 z 0 "BUILGING ONSULTANTS. INC 813.684.3831 Oar: 12/01/99 SCALE: N.T.S. DM. B* TJH CHK. BT RW ORANRA NO.: S - -2004 SHEET 7 OF 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) wig 2 2e!' Gopi Glass Sales & Services Corp. 7450 NW 411h Street Miami, FL 33166 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. SCOPE: ed The documentation submitted has been reviewed by Miami-Dade Dade County and othcrareasitivhcrcnallowcdtby by the Board of Rules and Appeals (BORA) to be used in Miami the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami DadeaCounty) reserve the ontro Division (In Miami Dade County) and/or the A11.1 (in areas other than have this product or material tested for quality assurance purposes. such testing product and material AI it fails mayton perform i! the accepted manner, the manufacturer will incur the expense reserves the rigl• revoke, modify, or suspend the use of such product or material within their] Controil n. BO n hal tl s product c to revoke this acceptance, if it is determined by Miami -Dade County Product material fails to meet the requirements of the applicable building code. This p roduct is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. • Fixed Window DESCRIPTION: Aluminum • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGi.ER BUILDING I40 WEST FLMiAMI, STREET, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2905 xe APPROVAL DOCUMENT: Drawing No. W97-11, titled oiBPdal d Windows", G 0 ibncdtandtscalcdlby of 4, prepared by Al Farooq Corporation, dated 06 -24 -97 with revision i•lumayoun Farooq, P.E., bearing the Miami -Dade County Product Control Control tamp onh the Notice of Acceptance number and Expiration date by the Miami - Dade County MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's i unless me otherwise logo, city, , stain and following statement: "Miami -Dade County Product Control Approved", RENEWAL of this Nods ll be considercd ater 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 of any in ill, TCIih materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement product, for sales, advertising or any other purposes shall automatically terminate o this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ADVERTISEMENT: The NOA number preceded by the words Miami-Dade C A e Ln t , Florida, displayed, and nd, followed li5 the expiration date may be displayed in advertising literature. iC any portion INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors be done in its entirety. t the r • ucst of the Building Official. ypproval document and shall be available for inspection at the job site a This NOA revises and renews NOA # 99 -0 6 and, mentioned above. The submitted documentation was reviewed by Man1 e NOA No 02- 0613.01 alion Date: September 26, 2007 proval Date: September 2 , ge 1 L875-1 .062 .328 1.328 I 062 1 FRAME I.G. WINDOW 6063 -T5 —1.500r- .5070 T .L.062 GLAZING STOP 606.3-T5 .812 FL875 1 .062 TYPl2 L1 FRAME O.G. WINDOW 6063 -T5 A 34 B . 1 1 t t I . 1 1 t 1 / ,,// t I t I ' 1 1 • /t /./ t1 / ' /' t 1 t 1 1 1 1 1 1 i t I 1 t L6• L 12' AVG. SPACING TIM TYPICAL a DR 8 GLASS 3/16' ANNEALED- I 1 1/4' ANNEALED OR ti 3/16' TEMPERED 11 I I R 11 � •' � •.�. FALSE t+t1NTINS cStFACE APPLIED) MAY BE USED ALT. SHAPES A OR B DIN. AOR3 DIN. TYPICAL ELEVATIONS A'0 H DIN �j �� -'� A OR . B AOR3 DIN. NOTE$ L THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE 20NE OF THE 2001 FLORIDA BUILDING COOS. ALSO FOR WIND LOADS AS PER ASCE 7 USING CQRRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. USE IMPACT RESISTANT SHUTTERS AS REQUIRED BY SFBC. IL 4. AORB DIN. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES, PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. PReDLJCJ REVISED - *+>li !!e itorida I><• d2 oU3.o/ D . !a�;r sca=r. 07 SINGLE LITE PICTURE WINDOWS Engr. DP. H'AM:.YOUN FAROCiQ StkUCTJRES PA PE ) 165:37 7002 m s a G c w gs v I d4C c9 7 CC r) O CC IX 8. ® to r V W -• O z :f O Of 3 go 0 D < .q :1 0 a_ o 44 4, =3-"1n isr L 57, 1 Z„I�v J a UJ - C Z 0 gn O 0_ 4 z • 0 CC (fi C.) g3 4. o a no C) 0 o 0 vt • 0 0 drawing no. W97 -11 sheet 1 of 4 * 10 PIS OR' 3/16'x2 -1/4' TAPCON 1! 6' FROM ENDS 8. 12' Q.C. TYP. 1 BY OR 2 BY • • • w0O0 BUCK • • • :• ', S : • . ft • writtrow MAX. • SH1NS GLASS AS PER TABLE 3 /16'-ANNEALED 1/4' - ANNEALED 3/L6'- TEMPERED M 10 SMS OR 3/16'x2 -1/4' TAPCON � 6' FROM ENDS & 12' O.C. TYP. J 1 BY OR2BY w000 BUCK INSIDE GLAZED WINDOW 1/4' SHIN MAX. it ((i��' 1 S l't1 Yl\lt.l t \l► 10 S.M.S. 41 12" 0.c. DADE COUNTY APPROVED MUWON do MUWON ANCHORS 4 • 4. • ;t • Ly • • * 10 SMS OR 3/16'x2 -1/4' TAPCON 9 6' FROM ENDS 1. 12' O.C. TYP. 1 BY OR 2 BY w00D BUCK • . • 1111WW RE101'1" ▪ • .1 3/16'x2 -1/4' TAPCON e 6' FROM ENDS & 12' O.C. TYP. • 4 • ;y1/4' MAX. SHINS GLASS AS PER TABLE 3/I6'- ANNEALED 1/4' - ANNEALED 3 /16'- TEMPERED 4. W000 BUCKS NOT BY GOPI, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. . TYPICAL ANCHORS TO BE AT 6" FROM CORNERS AND 12" SPACING. FOR 1" BY BUCKS 3/16" TAPCONS ONLY, 1-1/4" MASONRY EMBEDMENT FOR 2" BY BUCKS 10 SMS WITH 3/4" WOOD EMBEDMENT 3/16" TAPCONS WITH 1" W000 EMBEDMENT 11. .I 11 11 10 S.M.S. CO 12. 0.C. DADE COUNTY APPROVED MUWON & MUWON ANCHORS • OUTSIDE .LAZED WINDOW 1/4' SHIM MAX. • N 10 SNS OR 3/16'x2 -1/4' TAPCON @ 6' FROM ENDS S. 12' 0.C. TYP. •.: =q iti -I • j • •• .. PRODUCT *xvLSED amlylog with the Florida Ammertamee No a2- 061341 • /.. Dote a l- 2007 Dade Plsdoet CeohpI` EAgr• OR. NUMAYOUN ',ARC= • STRUCTURES FLIT PE • 1037 z cs zW O° b. 0 � a a UN N 1 z In o Ce ca 0 CL n, lri °0 Cr `y cx. 12 1 z�_.. 64 C2 el g J J z 0 Q ce as ce 0pto U � t/1 1 •-v c c 1 N u '+o • u v • 1 ding no. W97 --11 (112110.13.21.2p DESIGN LOAD CAPACITY - PSF (# 10 SMS) ° 11INDOR DIMS. 3/16" - ANNEALED 1/4" - ANNEALED DESIGN LOAD CAPACITY - PSF (# 10 SMS) 3/16" - TEMPERED WINDOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED A/B 19 -1/8" 26-1/2" 37" 53-1/8" a. A/B EXT. C +) INT. C -) EXT. C +) INT. C -) EXT. C +) 26" 77.9 77.9 120.0 120.0 110.0 INT. C -) 183.9 A/B A/B 57.3 57.3 • 88.3 88.3 110.0 57.3 57.3 88.3 • 80.3 110.0 132.9 80.3 56.4 19 -1/8" 26-1/2" 37" 53 -1/8" 19 -1/8" 26-1/2" 37" 53 -1/8" 38 -3/8" 77.7 56.4. 76.7 76.7 110.0 80.3 24" 36" 46" 60" 24" EXT. (4) [NT. C -) 62.1 62.1 EXT. C+) INT. C -) 3/16" - TEMPERED EXT. C«•) INT. C -) 95.6 87.0 110.0 87.0 62.1 62.1 94.2 87.0 110.0 87.0 62.0 62.0 83.7 83.7 1 10.0 87.0 57.2 57.2 78.5 78.5 77.7 104.9 104.9 110.0 109.2 56.2 56.2 86.6 78.8 110.0 78.8 40.3 40.3 62.0 56.4 97.6 56.4 38.8 38.8 54.8 54.4 90.7 54.4 24" 36" 48" 60" 36" 62.1 62.1 94.2 87.0 110.0 110.0 87.0 87.0 41.4 41.4 6.3.8 58.0 100.3 58.0 41.4 41.4 62.9 58.0 98.8 58.0 39.2 39.2 49.8 49.8 88.3 50 -5/8" 72.0 72.0 97.1 97.1 110.0 109.2 56.2 56.2 77.0 77.0 110.0 78.8 40.3 40.3 58.8 56.4 94.7 56.4 29.4 29.4 45.3 19-1/8" 26 -1/2" 37" 53-1/8" 19-1/8" 26-1/2" 37" 53-1/8" 63" 68.8 68.8 92.9 41.2 92.9 . 71.3 41.2 24" 36" 60" 48" 62.0 62.0 83.7 83.7 • 110.0 58.0 87.0 41.4 41.4 62.9 58.0 98.8 58.0 31.0 31.0 47.8 43.5 75.2 43.5 42.1 42.1 75.2 43.5 110.0 109.2 46.8 46.8 69.5 69.5 106.3 78.8 36.6 36.6 45.9 45.9. • 85.1 56.4 40.2 39.3 67.9 • 39.3 74-1/4" 67.0 67.0 90.4 90.4 110.0 109.2 41.7 41.7 59.7 59.7 102.2 78.8 28.6 28.6 37.5 37.5 80.1 56.4 65.2 39.3 24" 36" 48" 60 24" 36" 48" 60" 60" 57.2 57.2 78.5 78.5 110.0 87.0 39.2 39.2 49.8 49.8 88.3 58.0 42.1 42.1 75.2 43.5 38.1 34.8 60.2 34.8 72" 52.2 52.2 75.3 75.3 110.0 87.0 30.0 30.0 39.8 39.8 82.4 58.0 34.3 34.3 69.5 43.5 60.2 34.8 SINGLE LITE PICTURE WINDOW COMPARATIVE ANALYSIS CHART � BASED ON HETl -96 -1061 OF 10 -09 -96 'TEST SIZE no 37-1/4" X 74-1/4" TEST LOADS - +60.0. -60.0 PSF DESIGN LOADS = +40.0. -40.0 PSF WATER INFILTRATION TEST - 20 PSF TESTED GLASS = 3/16" - ANNEALED © TEST SIZE - 51" X 74-1/4" TEST LOADS - +68.0, -75.0 PSF DESIGN LOADS - +45.0, -45.0 PSF WATER INFILTRATION TEST = 20 PSF TESTED GLASS - 1/4" - ANNEALED BASED ON FTL -1162 OF 6 -1 -95 © TEST SIZE - 59 -1/2" X 77 -1/2' TEST LOADS - +91.0. -91.0 PSF DESIGN LOADS - +60.7. - 60.7PSF WATER INFILTRATION TEST - 16.5 PSF TESTED GLASS = 3/16" - TEMPERED 24" 36" 48" 60" 84" 49.2 49.2 72.2 72.2 108.1 87.0 34.5 34.5 78.6 58.0 64.9 43.5 24" 36" 48 60" 24" 36" 48" 60" 96" 46.6 46.6 68.6 68.6 31.4 31.4 IMO 105.9 76.0 61.8 87.0 58.0 43.5 108" 45.3 45.3 66.1 66.1 104.3 87.0 74.1 58.0 24" 36" 48" 60 120" 51.6 51.6 103.0 72.7 87.0 58.0 PRODUCT itEVISIFA L Lade the Plaids bea A 1pooN, d2- of /2' / Dab .e% #11P . hookiesC 007 Engr DR. A, MUIJ :0t.;N F4R000 SFRUCT% 5 FL PE 1 16557 0 700 0 zW O� r. a °o O a a. UN z Cr t t r 0 CL 4i;33en W Lai in n° 10r13- •st W - 1- t • N 0 0 drawing no. W97 -11 (sheet 3 of 4 DESIGN LOAD CAPACITY - PSF (3/16" TAPCONS) DESIGN LOAD CAPACITY - PSF (3/16" TAPCONS) WINDOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED 3/16" - TEMPERED WINDOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED 3/16" - TEMPERED A/B A /8. EXT. C +) INT. C -) EXT. C+) INT. C -) EXT. C +) INT. C -) A/H A/H EXT. C +) INT. C -) EXT. C +) INT. (-) EXT. C +) INT. C -) 19-1/8" 26-1/2' 37" 53-1/8" 26 " 77.9 77.9 120.0 120.0 110.0 183.9 24" 36" 4.8" 60" 24 " 62.1 62.1 95.6 ' 95.6 110.0 140.0 57.3 57.3 88.3 88.3 110.0 138.8 - 62.1 - 62.1 94.2 94.2 110.0 139.0 57.3 57.3 88.3 88.3 110.0 129.2 62.0 62.0 - 83.7 83.7 1 '110.0 - 123.6 56.4 56.4 76.7 76.7 1 10.0 1 13.3 57.2 57.2 78.5 78.5 110.0 115.8 19 -1/8" 26-1/2" 37" 37 53-1/8" 38 -3/8 77.7 77.7 104.9 104.9 110.0 154.9 24" 36" 48 " 60' , 36 " 62.1 62.1 94.2 94.2 110.0 139.0 56.2 56.2 86.6 86.6 110.0 126.8 41.4 41.4 63.8 63.8 100.3 93.3 40.3 40.3 62.0 62.0 97.6 90.8 41.4 a1.4 62.9 62.9 98.8 93.3 38.8 38.8 54.8 54.8 90.7 87.6 39.2 39.2 49.8 49.8 88.3 88.3 19 -1 /8" 26 -1/2" 37" 53-1/8' 50 -5/8 72.0 72.0 97.1 97.1 110.0 143.4 24" 36" 48" 50" • ° 48 " 62.0 62.0 83.7 83.7 110.0 123.6 56.2 56.2 77.0 77.0 110.0 113.7 41.4 41.4 62.9 62.9 98.8 93.3 40.3 40.3 58.8 58.8 94.7 90.8 31.0 31.0 47.8 47.8 75.2 70.0 29.4 29.4 45.3 45.3. • 71.3 66.4 - - 42.1 42.1 75.2 70.0 19-1/a- 26 -1/2" 37" 53-1/8" ' 63 68:8 68.8 92.9 92.9 110.0 137.1 24" 36" 4$" 60" 60 " 57.2 57.2 78.5 78.5 110.0 115.8 46.8 46.8 69.5 69.5 106.3 106.3 39.2 39.2 49.8 49.8 88.3 88.3 36.6 36.6 45.9 45.9 85.1 85.1 - - 42.1 42.1 75.2 70.0 - - 40.2 40.2 67.9 63.2 - - 38.1 38.1 60.2 56.0 19 -1 /8" 26-1/2" 37" 53-1/8" 74-1/4" 67.0 67.0 90.4 90.4 110.0 133.5 24" 36' 48" 60" 72 " 52.2 52.2 75.3 75.3 110.0 111.2 41.7 41.7 59.7 59.7 102.2 102.2 30.0 30.0 39.8 39.8 82.4 82.4 28.6 28.6 37.5 37.5 80.1 80.1 - - 34.3 34.3 69.5 69.5 - -' - - 65.2 63.2 - - - - 60.2 56.0 ' • 24" 36" 48" 60" 84 49.2 49.2 72.2 72.2 108.1 108.1 - - 34.5 34.5 78.6 78.6 - - - - 64.9 64.9 - - - - - - 24" 36" 48" 60" 96" 46.6 46.6 68.6 68.6 105.9 105.9 - 31.4 31.4 76.0 76.0 - - - - 61.8 61.8 • - - - - - - 24" 36" 48" 60" • 108" _ 45.3 45.3 66.1 66.1 104.3 104.3 - , - - - 74.1 74.1 - - - - - - - - - - - - 24" 36" 48" 60" 120' - - 51.6 51.6 103.0. 103.0 - - - - 72.7 72.7 - - - - - - - - - - -. - fttipokTiikftga iliaMittarilli aft Maids AftePtgats 11602- 06/3•0/ Doi _07 En ': DR. HUMAYQUN FAR=OQ STRUCTURES Fu. of 1 16557 002 COMP- AWL \W97 - GOPI PICTURE WINDOWS Residential System Sizing Calculation Summary Project Title: SALLY RODRIGUEZ -1ST & 2ND FLS SALLY RODRIGUEZ 9406 N.E. 9TH AVEMUE MIAMI SHORES, FL 33138- Code Only Professional Version Climate: South Location for weather data: Miami - User customized: Latitude(25) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(56qr.) Winter design temperature Winter setpoint Winter temperature difference 44 F 72 F 28 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating Toad calculation 18204 Btuh Total cooling load calculation 21935 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 100.5 18300 Submitted cooling capacity Sensible (SHR = 1) Latent Total % of calc Btuh 127.8 22200 0.0 0 101.2 22200 WINTER CALCULATIONS Winter Heating Load (for 2046 sqft Load component Load Window total Wall total Door total Ceiling total Floor total Infiltration Subtotal Duct loss TOTAL HEAT LOSS 187 1625 20 963 40 123 sqft sqft sqft sqft ft cfm Summer Cooling Load for 2046 soft 5236 6280 258 867 908 3789 17337 867 18204 SUMME Btuh Btuh Btuh Btuh Btuh Btula Bt Bt Btu Load component Load Window total 187 sqft 7310 Btuh Wall total 1625 sqft 3355 Btuh Door total 20 sqft 208 Btuh Ceiling total 963 sqft 1348 Btuh Floor total 0 Btuh Infiltration 108 cfm 1776 Btuh Internal gain 1800 Btuh Subtotal(sensible) 15797 Btuh Duct gain 1580 Btuh Total sensible gain 17376 Btuh Latent gain(infiltration) 4099 Btuh Latent gain(internal) 460 Btuh Total latent gain 4559 Btuh TOTAL HEAT GAIN 21935 Btuh Latent internal(2 %) EnergyGauge® Syste PREPARED BY: DATE: izing ba ; d on A anual J. 0 2 t✓y EnergyGauge® FLRCPB v3.30 System Sizing Calculations - Winter Residential Load - Component Details Project Title: 9406 N.E. 9TH AVEMUE SALLY RODRIGUEZ -1ST & 2ND FLS MIAMI SHORES, FL 33138 - Reference City: Miami (User customized) Winter Temperature Difference: 28.0 F SALLY RODRIGUEZ Code Only Professional Version Climate: South 10/25/2004 Window Panes /SHGC /Frame /U Orientation Area X HTM= Load 1 1, Clear, Metal, 1.00 S 13.0 28.0 364 Btuh 2 1, Clear, Metal, 1.00 W 44.0 28.0 1232 Btuh 3 1, Clear, Metal, 1.00 W 26.0 28.0 728 Btuh 4 1, Clear, Metal, 1.00 N 13.0 28.0 364 Btuh 5 1, Clear, Metal, 1.00 S 26.0 28.0 728 Btuh 6 1, Clear, Metal, 1.00 E 26.0 28.0 728 Btuh 7 1, Clear, Metal, 1.00 W 39.0 28.0 1092 Btuh Window Total 187 5236 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete - Exterior 5.0 429 4.0 1716 Btuh 2 Concrete - Adjacent 5.0 200 2.9 580 Btuh 3 Concrete - Exterior 5.0 996 4.0 3984 Btuh Wall Total 1625 6280 Btuh Doors Type Area X HTM= Load 1 Wood - Exter 20 12.9 258 Btuh Door Total 20 258Btuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 30.0 963 0.9 867 Btuh Ceiling Total 963 867Btuh Floors Type R-Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 40.0 ft(p) 22.7 908 Btuh Floor Total 40 908 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 18414(sqft) 123 3789 Btuh Mechanical 0 0 Btuh Infiltration Total 123 3789 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEP for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3.30 Subtotal 17337 Btuh Totals for Heating Duct Loss(using duct multiplier of 0,05) 867 Btuh Total Btuh Loss 18204 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEP for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3.30 System Sizing Calculations - Summer Residential Load - Component Details Project Title: 9406 N.E. 9TH AVEMUE SALLY RODRIGUEZ -1ST & 2ND FLS MIAMI SHORES, FL 33138 - Reference City: Miami (User customized) Summer Temperature Difference: 15.0 F 10/25/2004 SALLY RODRIGUEZ Code Only Professional Version Climate: South Window Type Panes/SHGC/U /InSh/ExShOmt Overhang Len Hqt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1, Clear, 1.00, B, N S , 1 5 13.0 13.0 0.0 18 28 234 Btuh 2 1, Clear, 1.00, B, N W 1 7.33 44.0 0.9 43.1 18 52 2259 Btuh 3 1, Clear, 1.00, B, N W 1 5.5 26.0 2.2 23.8 18 52 1278 Btuh 4 1, Clear, 1.00, B, N N 1 4.41 13.0 0.0 13.0 18 18 234 Btuh 5 1, Clear, 1.00, B, N S 1 4.66 26.0 26.0 0.0 18 28 468 Btuh 6 1, Clear, 1.00, B, N E 1 2.5 26.0 8.6 17.4 18 52 1059 Btuh 7 1, Clear, 1.00, B, N W 1 4.41 39.0 7.3 31.7 18 52 1779 Btuh Window Total 187 7310 Btuh Walls Type R -Value Area HTM Load 1 Concrete - Exterior 5.0 429.0 2.2 944 Btuh 2 Concrete - Adjacent 5.0 200.0 1.1 220 Btuh 3 Concrete - Exterior 5.0 996.0 2.2 2191 Btuh Wall Total 1625.0 3355 Btuh Doors Type Area HTM Load 1 Wood - Exter 20.0 10.4 208 Btuh Door Total 20.0 208 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under Attic /Dark 30.0 963.0 1.4 1348 Btuh Ceiling Total 963.0 1348 Btuh Floors Type R-Value Size HTM Load 1 Slab -On -Grade Edge Insulation 0.0 40.0 ft(p) 0.0 0 Btuh Floor Total 40.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 18414 107.6 1776 Btuh Mechanical 0 0 Btuh Infiltration Total 108 1776 Btuh Internal I gain Occupants 2 Btuh /occupant X 300 + Appliance I Load 1200 1800 Btuh Totals for Cooling Subtotal Duct gain(using duct multiplier of 0.10) Total sensible gain Latent infiltration gain (for 56 gr. humidity difference) Latent occupant gain (2 people @ 230 Btuh per person) Latent other gain TOTAL GAIN 16797 Btuh 1580 Btuh 17376 Btuh 4099 Btuh 460 Btuh 0 Btuh 21935 Btuh EnergyGauge® FLRCPB v3.30 Manual J Summer Calculations Residential Load - Component Details (continued) SALLY RODRIGUEZ Project Title: Code Only 9406 N.E. 9TH AVEMUE SALLY RODRIGUEZ -1ST & 2ND FLS Professional Version MIAMI SHORES, FL 33138- Climate: South 10/25/2004 Key: Window s (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) U - Window U- Factor or 'DEF' for default) - Interior shading device: none(N), Blinds/Daperies(B) or Roller Shades(R)) ExSh - Exterior shading device: none(N) or numencal value) Omt - compass orientation) EnergyGauge® FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.8 The higher the score, the more efficient the home. SALLY RODRIGUEZ, 9406 N.E. 9TH AVEMUE, MIAMI SHORES, FL, 33138- 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 22.2 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 1 _ b. N/A - 5. Is this a worst case? No _ 6. Conditioned floor area (ft2) 2046 ft2 T c. N/A 7. Glass area & type Single Pane Double Pane _.. _.._ a. Clear - single pane 187.0 ft2 0.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 0.0 ft2 .._ a. Electric Strip Cap: 18.3 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 0.0 ft2 _ COP: 1.00 _ d. Tint/other SHGC - double pane b. N/A 8. Floor types _ _ a. Slab -On -Grade Edge Insulation R3.0, 40.0(p) 11 _ c. N/A _ b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 40.0 gallons _ a. Concrete, Int Insul, Exterior R =5.0, 429.0 ft2 _ EF: 0.88 _ b. Concrete, Int Insul, Adjacent R =5.0, 200.0 ft2 _ b. N/A _ c. Concrete, Int Insul, Exterior R =5.0, 996.0 ft2 d. N/A _ c. Conservation credits e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 963.0 ft2 _ 15. HVAC credits _ b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R.0, 150.0 ft _ MZ- C- Multizone cooling, b. N/A MZ- H- Multizone heating) I certify that this home has Construction through the in this home before final based on installed Co Builder Signature: Address of New o e: c Implied with the Florida Energy Efficiency Code For Building ve energy saving features which will be installed (or exceeded) pection. 9 erwise, a new EPL Display Card will be completed compli. eatures. Date: /0 2 r-4 City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarndesignation), your home may qualms for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 oh see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.30) FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: SALLY RODRIGUEZ -1ST & 2ND FLS Builder. Address: 9406 N.E. 9TH AVEMUE Permitting Office: MIAMI SHORES City, State: MIAMI SHORES, FL 33138- Permit Number: Owner. SALLY RODRIGUEZ Jurisdiction Number 232600 Climate Zone: South 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi- family Single family _ a. Central Unit Cap: 22.2 kBtu/hr __. 3. Number of units, if multi- family 1 _ SEER 12.00 _ 4. Number of Bedrooms 1 _ b. N/A 5. Is this a worst case? No _ _ 6. Conditioned floor area (ft2) 2046 ft2 c. N/A _ 7. Glass area & type Single Pane Double Pane a. Clear glass, default U- factor 187.0 ft2 0.0 ft2 _ 13. Heating systems b. Default tint 0.0 112 0.0 ft2 _ a. Electric Strip Cap: 183 kBtuthr _ c. Labeled U or SHGC 0.0 ft2 0.0 ft2 COP: 1.00 _ 8. Floor types _ b. N/A _ a. Slab -On -Grade Edge Insulation R).0, 40.0(p) ft _ _ b. N/A c. N/A _ c. N/A _ _ 9. Wall types _ 14. Hot water systems a. Concrete, Int Insul, Exterior R =5.0, 429.0 ft2 _ a. Electric Resistance Cap: 40.0 gallons _ b. Concrete, Int Insul, Adjacent R =5.0, 200.0 ft2 _ EF: 0.88 _ c. Concrete, Int Insul, Exterior R =5.0, 996.0 ft2 _ b. N/A d. N/A _ _ e. N/A c. Conservation credits _ 10. Ceiling types _ (HR -Heat recovery, Solar a. Under Attic R =30.0, 963.0 ft2 _ DHP- Dedicated heat pump) b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. N/A _ _ Sup. R�.0, 150.0 ft _ 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, BF-Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) _ Glass /Floor Area: 0.09 Total as -built points: 22569 Total base points: 27563 PASS 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 5/ 1 hereby certify that this building, as designed, is in compliance with the Florida Energy - Goode. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCPB v3.30) Summary Energy Code Results Residential Whole Building Performance Method A SALLY RODRIGUEZ 9406 N.E. 9TH AVEMUE MIAMI SHORES, FL 33138- Project Title: SALLY RODRIGUEZ -1ST & 2ND FLS Code Only Professional Version Climate: South 10/25/2004 PASS e- Ratio: 0.82 EnergyGauge®(Version: FLRCPB v3.30) Building Loads Base As -Built Summer: Winter: Hot Water: Total: 56485 points 1750 points 2085 points 60320 points Summer: Winter: Hot Water: Total: 55459 points 2289 points 2085 points 59832 points PASS e- Ratio: 0.82 EnergyGauge®(Version: FLRCPB v3.30) Energy Use Base As -Built Cooling: Heating: Hot Water: Total: 24097 points 1098 points 2369 points 27563 points Cooling: Heating: Hot Water: Total: 17631 points 2570 points 2369 points 22569 points PASS e- Ratio: 0.82 EnergyGauge®(Version: FLRCPB v3.30) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 9406 N.E. 9TH AVEMUE, MIAMI SHORES, FL, 33138- PERMIT #: BASE AS -BUILT Summer Base Points: 56485.3 Summer As -Built Points: 55458.5 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Cooling Points 56485.3 0.4266 24096.6 55458.5 1.000 (1.067 x 1.165 x 0.90) 0.284 1.000 55458.5 1.00 1.119 0.284 1.000 17630.9 17630.9 EnergyGaugem DCA Form 600A -2001 Energycauge®/FIaRES'2001 FLRCPB v3.30 FORM 600A -2Q01 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 9406 N.E. 9TH AVEMUE, MIAMI SHORES, FL, 33138- PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 2046.0 32.50 11969.1 Single, Clear S 1.0 5.0 13.0 66.93 0.92 804.5 Single, Clear W 1.0 7.3 44.0 70.53 0.99 3060.1 Single, Clear W 1.0 5.5 26.0 70.53 0.96 1766.7 Single, Clear N 1.0 4.4 13.0 36.46 0.95 450.7 Single, Clear S 1.0 4.7 26.0 66.93 0.91 1583.9 Single, Clear E 1.0 2.5 26.0 78.71 0.81 1654.6 Single, Clear W 1.0 4.4 39.0 70.53 0.93 2568.3 As -Built Total: 187.0 11888.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 200.0 1.00 200.0 Concrete, Int Insul, Exterior 5.0 429.0 2.00 858.0 Exterior 1425.0 2.70 3847.5 Concrete, Int Insul, Adjacent 5.0 200.0 1.10 220.0 Concrete, Int Insul, Exterior 5.0 996.0 2.00 1992.0 Base Total: 1625.0 4047.5 As -Built Total: 1625.0 3070.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 20.0 9.40 188.0 Exterior 20.0 6.40 128.0 Base Total: 20.0 128.0 As -Built Total: 20.0 188.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 963.0 2.80 2696.4 Under Attic 30.0 963.0 2.77 X 1.00 2667.5 Base Total: 963.0 2696.4 As -Built Total: 963.0 2667.5 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 40.0(p) -20.0 -800.0 Slab -On -Grade Edge Insulation 0.0 40.0(p) -20.00 -800.0 Raised 0.0 0.00 0.0 Base Total: -800.0 As -Built Total: 40.0 -800.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 2046.0 18.79 38444.3 2046.0 18.79 38444.3 EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 9406 N.E. 9TH AVEMUE, MIAMI SHORES, FL, 33138- PERMIT #: BASE I AS -BUILT I GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Points .18 2046.0 2.36 869.1 Single, Clear S 1.0 5.0 13.0 4.49 1.01 58.8 Single, Clear W 1.0 7.3 44.0 5.49 1.00 241.2 Single, Clear W 1.0 5.5 26.0 5.49 1.00 142.5 Single, Clear N 1.0 4.4 13.0 6.03 0.99 77.9 Single, Clear S 1.0 4.7 26.0 4.49 1.01 118.0 Single, Clear E 1.0 2.5 26.0 4.77 1.04 128.6 Single, Clear W 1.0 4.4 39.0 5.49 1.00 213.8 As -Built Total: 187.0 980.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 200.0 0.50 100.0 Exterior 1425.0 0.60 855.0 Base Total: 1625.0 955.0 Concrete, Int Insul, Exterior 5.0 429.0 0.90 386.1 Concrete, Int Insul, Adjacent 5.0 200.0 0.40 80.0 Concrete, Int Insul, Exterior 5.0 996.0 0.90 896.4 As -Built Total: 1625.0 1362.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 20.0 1.80 36.0 Base Total: 20.0 36.0 Exterior Wood 20.0 2.80 56.0 As -Bunt Total: 20.0 56.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 963.0 0.10 96.3 Base Total: 963.0 96.3 Under Attic 30.0 963.0 0.10 X 1.00 96.3 As -Built Total: 963.0 96.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 40.0(p) -2.1 -84.0 Raised 0.0 0.00 0.0 Base Total: -84.0 Slab -On -Grade Edge Insulation 0.0 40.0(p) -2.10 -84.0 As -Built Total: 40.0 -84.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 2046.0 -0.06 -122.8 2046.0 -0.06 -122.8 EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details IADDRESS: 9406 N.E. 9TH AVEMUE, MIAMI SHORES, FL, 33138- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. �/ Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. _ / Y Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of 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. . / V Recessed Lighting Fixtures 606.1.ABC.1.2.4 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 rated with < 2.0 cfm from conditioned space, tested. Aof Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. 1.►.0! Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. (� -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. v Swimming Pools & Spas 612.1 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 %. fr(/ Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distn'bution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. 1 HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. 19 Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R-11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGauge''m DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 9406 N.E. 9TH AVEMUE, MIAMI SHORES, FL, 33138- PERMIT #: BASE AS -BUILT Winter Base Points: 1749.7 Winter As -Built Points: 2288.9 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 1749.7 0.6274 1097.7 2288.9 1.000 (1.085 x 1.137 x 0.91) 1.000 1.000 2288.9 1.00 1.123 1.000 1.000 2569.5 2569.5 EnergyGaugelm DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details IADDRESS: 9406 N.E. 9TH AVEMUE, MIAMI SHORES, FL, 33138- PERMIT #: BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 2369.0 40.0 0.88 As -Built Total: 1 1.00 2369.00 1.00 2369.0 2369.0 PASS EnergyGaugelm DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 24097 1098 2369 27563 17631 2570 2369 22569 PASS EnergyGaugelm DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 6p0A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 9406 N.E. 9TH AVEMUE, MIAMI SHORES, FL, 33138- PERMIT #: BASE ( AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Points .18 2046.0 2.36 869.1 Single, Clear S . 1.0 5.0 13.0 4.49 1.01 58.8 Single, Clear W 1.0 7.3 44.0 5.49 1.00 241.2 Single, Clear W 1.0 5.5 26.0 5.49 1.00 142.5 Single, Clear N 1.0 4.4 13.0 6.03 0.99 77.9 Single, Clear S 1.0 4.7 26.0 4.49 1.01 118.0 Single, Clear E 1.0 2.5 26.0 4.77 1.04 128.6 Single, Clear W 1.0 4.4 39.0 5.49 1.00 213.8 As -Built Total: 187.0 980.8 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 200.0 0.50 100.0 Concrete, Int Insul, Exterior 5.0 429.0 0.90 386.1 Exterior 1425.0 0.60 855.0 Concrete, Int Insul, Adjacent 5.0 200.0 0.40 80.0 Concrete, Int Insul, Exterior 5.0 996.0 0.90 896.4 Base Total: 1625.0 955.0 As -Built Total: 1625.0 1362.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 20.0 2.80 56.0 Exterior 20.0 1.80 36.0 Base Total: 20.0 36.0 As -Built Total: 20.0 56.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 963.0 0.10 96.3 Under Attic 30.0 963.0 0.10 X 1.00 96.3 Base Total: 963.0 96.3 As - Built Total: 963.0 96.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 40.0(p) -2.1 -84.0 Slab -On -Grade Edge Insulation 0.0 40.0(p) -2.10 -84.0 Raised 0.0 0.00 0.0 Base Total: -84.0 As -Built Total: 40.0 -84.0 INFILTRATION Area X BWPM = Points Area X WPM = Points ' 2046.0 -0.06 -122.8 2046.0 -0.06 -122.8 EnergyGauge® DCA Form 600A-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FOOTING DESIGN [ 2000 INTERNATIONAL BUILDING CODE BY: SALLY RODRIGUEZ , MICHAEL AUMBA ON: 10.12.200 PROJECT: RODRIGUE - LOCATION: 16X30 SUMMARY: FOOTING SIZE: 30.0 IN WIDE X 16.0 IN DEEP CONTINUOUS FOOTING WITH 8.0 IN THICK X 224.0 IN TALL STEMWA LONGITUDINAL REINFORCEMENT: (3) CONTINUOUS #5 BARS TRANSVERSE REINFORCEMENT: #5 BARS @ 10.00 IN. O.C. (UNNECESSARY) FOOTING LOADS: LIVE LOAD: PL= 630 PLF DEAD LOAD: PD= 450 PLF TOTAL LOAD: PT= 1080 PLF ULTIMATE FACTORED LOAD: PU= 1701 PLF LOAD CALCULATOR ROOF LIVE LOAD: RLL= 30.0 PSF ROOF DEAD LOAD: RDL= 25.0 PSF ROOF TRIBUTARY WIDTH: RTW= 9.0 FT SECOND FLOOR LIVE LOAD: 2FLL= 40.0 PSF SECOND FLOOR DEAD LOAD: 2FDL= 25.0 PSF SECOND FLOOR TRIBUTARY WIDTH: 2FTW= 9.0 FT FIRST FLOOR LIVE LOAD: 1 FLL= 0.0 PSF FIRST FLOOR DEAD LOAD: 1 FDL= 0.0 PSF FIRST FLOOR TRIBUTARY WIDTH: 1 FTW= 0.0 FT WALL HEIGHT: WH= 0.0 FT WALL DEAD WEIGHT: WDW= 0.0 PSF FOOTING PROPERTIES: ALLOWABLE SOIL BEARING PRESSURE: Qs= 2000 PSF CONCRETE COMPRESSIVE STRENGTH: F`o= 3000 PSI REINFORCING STEEL YIELD STRENGTH: FY= 60000 PSI CONCRETE REINFORCEMENT COVER: C= 3.00 IN FOOTING SIZE: WIDTH: W= 30.0 IN DEPTH: DEPTH= 16.00 IN EFFECTIVE DEPTH TO To LAYER OF STEEL: D= 12.06 IN STEMWALL SIZE: WIDTH: W= 8.0 IN DEPTH: DEPTH= 224.00 IN BEARING CALCULATIONS: REQUIRED FOOTING WIDTH: WREQ= 1 1.75 IN ULTIMATE BEARING PRESSURE: QU= 432 PSF EFFECTIVE ALLOWABLE SOIL BEARING PRESSURE: QE= 1 103 PSF BEAM SHEAR CALCULATIONS (ONE WAY SHEAR): BEAM SHEAR: Vu 1= 0 LB ALLOWABLE BEAM SHEAR: VC 1= 13478 LB BENDING CALCULATIONS (TRANSVERSE): FACTORED MOMENT: MU= 4791 IN -LB NOMINAL MOMENT STRENGTH: MN= 218792 IN -LB REINFORCEMENT CALCULATIONS (TRANSVERSE): CONCRETE COMPRESSIVE BLOCK DEPTH: A= 0.68 IN STEEL REQUIRED BASED ON MOMENT: AS(1)= 0.01 IN2 MINIMUM CODE REQUIRED REINFORCEMENT (SHRINKAGE/TEMPERATURE /AS(2) =5.4): 0.35 IN2 CONTROLLING REINFORCING STEEL: AS REQD= 0.35 IN2 SELECTED REINFORCEMENT: #5 BARS @ 10.00 IN. O.C. REINFORCEMENT AREA PROVIDED: As 0.37 IN2 /FT DEVELOPMENT LENGTH CALCULATIONS: DEVELOPMENT LENGTH REQUIRED: LD= 16.43 IN DEVELOPMENT LENGTH PROVIDED: LD -PROV= 10.00 IN NOTE: PLAIN CONCRETE ADEQUATE FOR BENDING, THEREFORE ADEQUATE DEVELOPMENT LENGTH NOT REQUIRED. REINFORCEMENT CALCULATIONS (LONGITUDINAL): MINIMUM CODE REQUIRED REINFORCEMENT (SHRINKAGE/TEMPERATURE IAs(2) =5.4): 0.86 IN2 SELECTED REINFORCEMENT: (3) CONTINUOUS #5 BARS REINFORCEMENT AREA PROVIDED: As 0.92 IN2 q� UNIFORMLY LOADED FLOOR BEAME 2000 INTERNATIONAL BUILDING CODE. (9 NDS) ] VER: 5.05 BY: SALLY RODRIGUEZ , MICHAEL ALIMBA ON: 10-12 -2004 : 5 :45:40 PM PROJECT: - LOCATION: SUMMA Y:- _ FT -LbEN STRUCTURAL 86(bRY) - SOUTHERN PINE - DRY USE SECTION ADEQUATE BY: 10.9% CONTROLLING FACTOR: MOMENT OF1NERTIA / DEPTH REQUIRED 12.8 IN * LAMINATIONS ARE TO BE FULLY CONNECTED TO PROVIDE UNIFORM TRANSFER OF LOADS TO ALL MEMBERS DEFLECTIONS: DEAD LOAD: LIVE LOAD: TOTAL LOAD: REACTIONS (EACH END): LIVE LOAD: LL -RxN= DEAD LOAD: DL -RxN= TOTAL LOAD: TL -RXN= BEARING LENGTH REQUIRED (BEAM ONLY, SUPPORT CAPACITY NOT CHECKED;BL= BEAM DATA: SPAN: UNBRACED LENGTH -TOP OF BEAM: LIVE LOAD DEFLECT. CRITERIA: TOTAL LOAD DEFLECT. CRITERIA: FLOOR LOADING: FLOOR LIVE LOAD -SIDE ONE: FLOOR DEAD LOAD -SIDE ONE TRIBUTARY WIDTH -SIDE ONE: FLOOR LIVE LOAD -SIDE TWO: FLOOR DEAD LOAD -SIDE TWO: TRIBUTARY WIDTH -SIDE TWO: LIVE LOAD DURATION FACTOR: WALL LOAD: BEAM LOADING: BEAM TOTAL LIVE LOAD: BEAM SELF WEIGHT: BEAM TOTAL DEAD LOAD: TOTAL MAXIMUM LOAD: PROPERTIES FOR: DENSE STRUCTURAL 86(DRY)- SOUTHERN PINE BENDING STRESS: SHEAR STRESS: MODULUS OF ELASTICITY: STRESS PERPENDICULAR TO GRAIN: ADJUSTED PROPERTIES FB' (TENSION): ADJUSTMENT FACTORS: CD =1.33 CL =1.00 Cr=0.99 CR =1.15 DLD= LLD= TLD= Fv': L= Lu= L/ L/ LL1= DL 1= TW1= LL2= DL2= TW2= CD= WALL= wL= BSW= wD= wT= FB= Fv= E_ FC_PERP= FIST= Fv'= ADJUSTMENT FACTORS: CD =1.33 DESIGN REQUIREMENTS: CONTROLLING MOMENT: M= 8.08 FT FROM LEFT SUPPORT CRITICAL MOMENT CREATED BY COMBINING ALL DEAD AND LIVE LOADS. CONTROLLING SHEAR: V= AT A DISTANCE D FROM SUPPORT. CRITICAL SHEAR CREATED BY COMBINING ALL DEAD AND LIVE LOADS. COMPARISONS WITH REQUIRED SECTIONS: SECTION MODULUS (MOMENT): SREQ° S= AREA (SHEAR): AREA° A= MOMENT OF INERTIA (DEFLECTION): IREQ° I= 0.29 0.44 0.73 IN IN =L/441 IN = L/266 4848 LB 3186 LB 8034 LB 2.03 IN 16.16 FT 1.0 FT 360 240 40.0 PSF 25.0 PSF 9.0 FT 40.0 PSF 25.0 PSF 6.0 FT 1.33 0 PLF 600 PLF 19 PLF 394 PLF 994 PLF 2600 PSI 155 PSI 1800000 PSI 660 PSI 3924 PSI 206 PSI 32458 FT-LB 7070 LB 99.26 1N3 175.56 IN3 51.44 IN2 79.50 IN2 1048.87 IN4 1163.10 IN4 UNIFORMLY LOADED FLOOR BEAML 2000 INTERNATIONAL BUILDING CODE (97 NDS) I VER: 5.05 BY: SALLY RODRIGUEZ , MICHAEL ALIMBA ON: 10-12-2004 PROJECT: • LOCATION: SUMMARY: ( 4 ) 1.5 IN x 13.25 IN x 16.16 FT 7 DENSE STRUCTURAL 86(DRY) - SOUTHERN PINE • DRY USE SECTION ADEQUATE BY: 10.9% CONTROLLING FACTOR: MOMENT OF INERTIA / DEPTH REQUIRED 12.8 IN SHEAR, MOMENT, AND DEFLECTION DIAGRAMS LOAD COMBINATION SHOWN: CONTROLLING SHEAR/MOMENT /DEFLECTION DIAGRAMS 9000 -' 8034 LBs @OFT 4500 - SHEAR (LBs) 0 -4500 - -9000 - 40000- 20000 - MOMENT (FT -LB)0 -8035 LBs @ 16 FT -20000 - 32458 Fr-Las @8FT -40000 - -.8 - -.4 - DEFLECTION (IN) 0 .4- .8- r— .7281N @ 8.1 FT SPAN = 16.16 FT CONTROLLING LOAD CASES: - SHEAR: CRITICAL SHEAR CREATED BY COMBINING ALL DEAD AND UVE LOADS. MOMENT: CRITICAL MOMENT CREATED BY COMBINING ALL DEAD AND LIVE LOADS. DEFLECTION: CRITICAL DEFLECTION CREATED BY COMBINING ALL DEAD AND UVE LOADS. LOADING DIAGRAM A r B SPAN = '16.16 FT REACTIONS LIVE LOACDEAD LOAITOTAL LOAUPuFT LOAD A 4848 LB 3186 LB 8034 LB 0 LB B 4848 Ls 3186 LB 8034 LB 0 LB SPAN UNIFORM LOADING PAGE 2 LIVE LOAEDEAD LOI9ELF WEIGHTOTAL LOAD W 600 PLF 375 PLF 19 PLF 994 PLF a 0 'o m -n m 0 m'o m _ ^ m3 (1 Qm '� 3moo — taaow0 r-1 -n �1- 1-n-n� —1 CU) tD- 1pra -trD *U) CmC�N 0 oomm •, 0°.°o- oxzl`° ;"v , 11oogood°gm�y'�.';10;" w4r z mA•... JZ -I m 211 3 3z 0 00A z' o ".0 0000>zocom.i ' Dmowr zrm- ipso >or$�o�zr,o�•• Zer00r0_ r -o z -1°00 Oz� cm m Om0 0›,„ 0�.. A o O zz ox z �z -te,�m 1H1 m • °•p pm pm °or moo..m "..� °m OZP4or.T1 i zmmmnZC c ro pm�m �.. o.. mA rmN�tn3�3u,zm Zm rnz .m3 HH! °y m z 0 c. oAx x000 -I -i GE a9 m14-Oi x -n 04 -4o r 4cn mIx mm�� Z�1I Zm 0 LI 3 t - 'CO 00 O x�0 0 .HOOT i 3 ; •�• •�• ° c .°Rmzm P 1 -t m t0 m5T fa A° -t z O 3 °. W W x Z' 0 3 0 7, ZA Z 1 0 m C > o O ` ' 0 0 0 0 b m z ° m 0 0 z 0 5 c 0 II z r 2 o O r O 0 t 0 xm P p A mrr"r r qii rrr 3 1 1 a 17171,c07 llvu n roNn�n n u CCU► n HHHH H H H o W NN ... V U1 O N OOWO N(O-•0 WP!Ot0iJl0 401171-A OWW-A,p,, V O O W O A 00010 44(00 00000000 0000 W40 W N m M N tmAfonlmAm rEr�lrit �OO�OO -1-i z��m 1111 Z cc Nt m. Fo cni 00∎ m� Oz 00 me z° zo -1 11 Zm$ m >m o" mm 0C 30- EN Mt0 inz r 0 z =� 0 0 F 3 mo >m° O -tr Oo mm 0 ow cT N 3 N 0 x °O rm 3 o° zF O lo 0 Ao �co OV Z TO 3m PI to UNIFORMLY LOADED FLOOR BEAME 2000 INTERNATIONAL BUILDING CODE (97 NDS) ] VER: 5.05 BY: SALLY RODRIGUEZ , MICHAEL ALIMBA ON: 10-12-2004 PROJECT: - LOCATION: SUMMARY: ( 4 ) 1.5 IN x 13.25 IN x 16.16 FT / DENSE STRUCTURAL 86(DRY) - SOUTHERN PINE - DRY USE SECTION ADEQUATE BY: 1 0.9% CONTROLLING FACTOR: MOMENT OF INERTIA 7 DEPTH REQUIRED 12.8 IN SHEAR, MOMENT, AND DEFLECTION DIAGRAMS LOAD COMBINATION SHOWN: CONTROLLING SHEAR/MOMENT /DEFLECTION DIAGRAMS 9000 4500 - SHEAR (Les) 0 -4500 - -9000 - 40000- 20000 - MOMENT (FT LB)0 8034LBS @0Fr -8035 LBS @ 16 FT 32458 Fr-LBs @ 8 Fr -20000 - -40000 - -.8 - DEFLECTION (IN) 0 .4- .8- (-- .728 IN @ 8.1 FT SPAN = 16.16 FT CONTROLLING LOAD CASES: SHEAR: CRITICAL SHEAR CREATED BY COMBINING ALL DEAD AND LIVE LOADS. MOMENT: CRITICAL MOMENT CREATED BY COMBINING ALL DEAD AND LIVE LOADS. DEFLECTION: CRITICAL DEFLECTION CREATED BY COMBINING ALL DEAD AND LIVE LOADS. LOADING DIAGRAM A r SPAN = 16.16 FT REACTIONS LIVE LOAEDEAD LOAOOTAL LOAILIPLIFT LOAD A 4848 LB 3186 LB 8034 LB 0 Le B 4848 LB 3186 LB 8034 LB O LB SPAN UNIFORM LOADING B PAGE 2 LIVE LOAIDEAD LOA3 ELF WEIGHTOTAL LOAD W 600 PLF 375 PLF 19 PLF 994 PLF FOOTING DESIGN [ 2000 INTERNATIONAL BUILDING CODE (97 NDS) ] VER: 5.05 BY: SALLY RODRIGUEZ , MICHAEL AUMBA ON: 10.12 -2004: 6:36:15 PM PROJECT: RODRIGUE - LOCATION: 16X30 SUMMARY: FOOTING SIZE: 30.0 IN WIDE X 16.0 IN DEEP CONTINUOUS FOOTING WITH 8.0 IN THICK X 224.0 IN TALL STEMWA LONGITUDINAL REINFORCEMENT: (3) CONTINUOUS #5 BARS TRANSVERSE REINFORCEMENT: #5 BARS @ 10.00 IN. O.C. (UNNECESSARY) FOOTING LOADS: LIVE LOAD: PL= 630 DEAD LOAD: PD= 450 TOTAL LOAD: PT= 1080 ULTIMATE FACTORED LOAD: Pu= 1701 LOAD CALCULATOR RooF LIVE LOAD: RLL= 30.0 ROOF DEAD LOAD: RDL= 25.0 ROOF TRIBUTARY WIDTH: RTW= 9.0 SECOND FLOOR LIVE LOAD: 2FLL= 40.0 SECOND FLOOR DEAD LOAD: 2FDL= 25.0 SECOND FLOOR TRIBUTARY WIDTH: 2FTW= 9.0 FIRST FLOOR LIVE LOAD: 1 FLL= O.0 FIRST FLOOR DEAD LOAD: 1 FDL= 0.0 FIRST FLOOR TRIBUTARY WIDTH: 1 FTW= 0.0 WALL HEIGHT: WH= 0.0 WALL DEAD WEIGHT: WDW= 0.0 FOOTING PROPERTIES: ALLOWABLE SOIL BEARING PRESSURE: CONCRETE COMPRESSIVE STRENGTH: REINFORCING STEEL YIELD STRENGTH: CONCRETE REINFORCEMENT COVER: FOOTING SIZE: WIDTH: DEPTH: EFFECTIVE DEPTH TO To LAYER OF STEEL: STEMWALL SIZE: WIDTH: DEPTH: BEARING CALCULATIONS: REQUIRED FOOTING WIDTH: ULTIMATE BEARING PRESSURE: EFFECTIVE ALLOWABLE SOIL BEARING PRESSURE: BEAM SHEAR CALCULATIONS (ONE WAY SHEAR): BEAM SHEAR: ALLOWABLE BEAM SHEAR: BENDING CALCULATIONS (TRANSVERSE): FACTORED MOMENT: NOMINAL MOMENT STRENGTH: REINFORCEMENT CALCULATIONS (TRANSVERSE): CONCRETE COMPRESSIVE BLOCK DEPTH: STEEL REQUIRED BASED ON MOMENT: MINIMUM CODE REQUIRED REINFORCEMENT CONTROLLING REINFORCING STEEL: SELECTED REINFORCEMENT: REINFORCEMENT AREA PROVIDED: DEVELOPMENT LENGTH CALCULATIONS: DEVELOPMENT LENGTH REQUIRED: LD= 16.43 IN DEVELOPMENT LENGTH PROVIDED: LD -PROV= 10.00 IN NOTE: PLAIN CONCRETE ADEQUATE FOR BENDING, THEREFORE ADEQUATE DEVELOPMENT LENGTH NOT REQUIRED. REINFORCEMENT CALCULATIONS (LONGITUDINAL): MINIMUM CODE REQUIRED REINFORCEMENT (SHRINKAGE/TEMPERATURE JAs(2) =5.4): 0.86 1N2 SELECTED REINFORCEMENT: (3) CONTINUOUS #5 BARS REINFORCEMENT AREA PROVIDED: As= 0.92 1N2 Qs= 2000 FIc= 3000 FY= 60000 c= 3.00 W= 30.0 DEPTH= 16.00 D= 12.06 W= 8.0 DEPTH= 224.00 WREQ= 11.75 Qu= 432 QE= 1103 Vu1= 0 vc1= 13478 Mu= 4791 MN= 218792 A= 0.68 As(1)= 0.01 (SHRINKAGE/TEMPERATURE JAS(2) =5.4): 0.35 As READ= 0.35 #5 BARS @ 10.00 IN. O.C. As 0.37 PLF PLF PLF PLF PSF PSF FT PSF PSF FT PSF PSF FT FT PSF PSF PSI PSI IN IN IN IN IN IN IN PSF PSF LB LB IN -LB 1N -LB IN 1N2 1N2 1N2 IN2 /FT FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD-INSURANCE PROGRAM ELEVATION CERTIFICATE Implant Read the Instructions on pages 1 -7. Q.M.B. No. 3067 -0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION For insurance Company Use: BUILDING OWNER'S NAME SALLY RODRIGUEZ 04 -1122 BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 9406 N.E. 9TR AVE. • CITY STATE MIAMI 'SHORES FLORTDL_ PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Pang Number, Legal Description, etc.) LOT 3, PB 41, AT PAGE 60 Policy Number Company NAIC Number ZIP CODE 3138 BUILDING USE (e.g., Residential, Non - residential, Addtion, Accessory, etc. Use a Comments area, RESIDENTIAL if necessary.) IATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: (##° -## - ##.#r or #11.#880) ❑ NAD 1927 ❑ NAD 1983 SOURCE ❑ GPS (Type): L7 USGS Quad Map SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIPCCIVMUN lY NAME &COMMUNITY INLNBER 120652 e2. COUNTY NAME MIAMI DADE B3. STATE FLORIDA B4. MAPAND PANEL NUMBER 12025C0093 85. SUFFIX J B6. FIRM II■DEXDATE 7_./17 /95 B7. FIRM PANEL EFFECTNEIREVISEDDATE 3/9/9k :.FLCODZONE(S) X B9. BASE FLOOD ELEVATION(S) (ZoneAO, use depth dfoodng) N/A B10. Inkkate Me sou=r of the Base Food Borden (BFE) data or base flood depth entered ❑ FIS Profile ® FIRM Q Carnarity Detamined B11. Indicate the ekwaflondatum teed forte BFEin B9:I NGVD 1929 B12. Is the bulking loomed in a Coastal Barrier Resources Systetn (CBRS) area a SECTION C - BUILDING ELEVATION 1 C1. Budding elevations are based on: El ccestu:fon Drawings* . • ❑ Buik6hg • 'A newElevafice Ca6flcathwt1 be required then constrL torrofthe buidng Is C2. Buddng Diagam Number' (Select bulking da am most similar to the represeits the bulking, provide a ske>ch aphotogaph.) C3. Elevators— ZaresA1A30, AE, AH, A (v.ilh BFE),VE, V1 V30, V (aflh BFE),AR, AR/A,AR/AE, AR/ ° c.AR/ .a AR/AO Complete Items C3.a -i belowaooadng tote bulking ciagrarn specified in Item C2. State the datum used if the dal= is diferenttorn the datum used for the BFE in Salon B, convert the dat.1n b hatusedfor the BFE ShoN6eld treasurer—rents and datum coruersion calcuistion. Use thespaoe prcMded or the Camhents area of Sector► D.a Section G, as appropriate, to docurnerntthe datum converse n. Detail NGVD Carn,ormenis Elevation referenre mark used BM Does the elwation reference mark used appear on the FIRM? ® Yes ❑ No a) Top of botiom floor (Including basement crenclosure) 1 j31 tt(m) _NIA _gm) N/A ft(m) 1 L1.45.4) b) Top of rod hiller t or c) Bottom of lowest horizontal structural mamba• (Vzones otty) d) dam) e) Lowest elevatonofr y and/or equipment servidng the lacing (Describe in a Carments area) (LAG) t(m) 9) )gade(I 3 ) Li,- zL1.(m) h) No. of pemhanentopenings (flood vents) %%011111 above edged gade N /A ) Total area ofalperrnanentap (loodvets)in Cab . N/A SQ.IN. (SQ.CM) L3_,_7111(m) SECTION D- SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the lnformabon In Sections A, 8, and C an this certificate represents my best efforts to hntegoret the data available 1 understand that an.), false statement maybe punishable by fine or imprisonment under 18 U.S : Code, Section 1001. CERTFERS NAME UCENSE NUMBER AD IS N. NUNEZ 5924 TM .E COMPANY NAME REGISTERED LAND SURVEYOR BLANCO SURVEYORS, INC .• ADDRESS CITY STATE • ZIP CODE 555 NOR SIIORE DRIVE MIAMI BEACH FLORIDA 33141 DATE TELEPHONE 65 -1200 SIGNA 6/3/04 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding Information from Section A BUILDING STREET ADDRESS (Inducing Apt, Unit, Site, ancVar Bldg. No.) OR P.O. ROUTE AND BOXNO. 9406 N.E. 9TH AVE. For ire Company Use: Pao/ Number CITY MIAMI SHORES STATE ZIPCWE FLORIDA 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)' Compery NAIC Nunber CCpy both sides dthis.Bevaton CeTfCate for (1) commis* official, (2) it xarre wry, and (3) tubing owner. COMMENTS CROWN OF ROAD ELEVATION: 11.90 ON SOUTHEAST CENTERLINE ON CENTER OF ROAD BM# 3-62 LOCATOR# 3250 S ELEV. 8.74' 0 Check hens if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zane A (wtlhart BFE), =pleb urns El trough E4. lithe Eleuabon Certificate is intended far use as supporting emfaanallon fora LOMA or LOMR -F, Setcbon C must be completed El.BiikingDiagamNmbar _peed the baring diagarm most Odor to the bt for v hfh's teisbeingco pleted— seepages6and7. If no dagram accurately represents the hiking, provide ask horptatograph.) E2. The thp of the bottom floor (inducing basement or enclosure) of thebuking is _ ft(m) ir.(rm) 0 abate or 0 below ( one) the highest adjacent gade. (Use natural gade, if available). E3. For Burkkg Diagrams 6.8 with openings Ow page 7), the next Ngher floor cc elevated toot (eleraton b) tithe building is _ t.(m) in.(an) above the highest adaoent gade. Complete tans C3:h and C3.i on front dbnt E4. The by ofthe Oaf= dmadtineyendroregtipme t servicing the btrldng is _ ft(m) _ t(cm) 0 above or 0 below (chedk one) the Nghestadjacent gads. (Use natural grade, tavarleble). E5. Far Zone AO my: If no flood depth amber is avalable is the top tithe boihm fborelevated in accordance Mr the carrrsualyls trodden management ordnance? 0 Yes 0 No 0 thiataMh. The local official must certify this 6tatmaion n Becton G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION . The property owner or owner's aulha¢ed represenlafwe who completes Sectors A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FENIkissued crcarrrntrity- issued BFE) ar Zane AO must sign here The sfa!emenis In Sedans A, B, C, ar dE are cared to the best army latowtedga PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESS ITATIVES NALE ADDRESS CITY STATE ZIP CODE SIGNATURE DATE . TELEPHONE COMMENTS 0 Check here d attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local aft who is authorized by law or ordnance b adhtristerthe can is 's fioodplain managmest ottirrance can complete Sectors A B, C (Cr E), and G aids Elaraton Ceti date. Cate the app6oble tars) and sign below 61.0 The infamaton in Section C vas taken tart dher doarne>tabor that has been signed and enbossed ty a tcetmsed suveiar, engineer, or a tNis who is autra¢ed by state or local Iawto terrify elevators idonnarion..(Indcate the saute and data tithe ele+rafon dada in the Casmenis area below) G2.0 Accernunly official ccrnpleted Secfen E fcr a bulking lccated ki Zone A (iiiilhorda FEMAissued ar community-issued BFE)or Zone AO. G3. 0 The biasing imfommaoos (tans G4- 09)isprwidedfor cormwnify locidplain managemetpurposes. G4. PERMIT NUMBER G6. DATE PERMT ISSUED G6: DATE CERTFICATE OF COMPUANCFJOCCUPANCY ISSUED G7. Tfis pent has been issued fa: 0 NewConsiructon ❑ Substan ail krpro meat G6. Elevator dos -butt lowest toot (rsdud g basement) tithe barking is G9. BFE tic (m ZoneAO) depth dtooting ache buldng sle is .. Datum: Datum: LOCAL OFFICIAL'S NAIVE COMMUNITY NAME SIGNATURE COMMENTS TITLE TELEPHONE DATE FEMA' Form E1 -31, January 2003 Replaces all previous editions