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RC-09-1216Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 166237 Permit Number: RC -7 -09 -1216 Scheduled Inspection Date: November 03, 2011 Inspector: Rodriguez, Jorge Owner: MINAGORRI, MICHELLE Job Address: 901 NE 91 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: OT CONSTRUCTION COMPANY Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition /Alteration Phone Number Parcel Number 1132060030080 Phone: (305)323 -7323 Building Department Comments INTERIOR REMODEL. OPENING MODIFICATION FOR A SINGLE IMPACT GLASS DOOR, ONE FRENCH DOOR, WITH SIDELIGHTS IMPACT GLASS, REFINISH FLOORS AND KITCHEN CABINETS permit renewed as last me inspection approved on 1/31/11 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 119901. November 02, 2011 For Inspections please call: (305)762 -4949 Page 17 of 23 Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 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: Not Transferable POST IN A CONSPICUOUS PLACE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 119907 Permit Number: RC -7 -09 -1216 Inspection Date: November 07, 2011 Inspector: Bruhn, Norman Owner: MINAGORRI, MICHELLE Job Address: 901 NE 91 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: OT CONSTRUCTION COMPANY Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1132060030080 Phone: (305)323 -7323 Building Department Comments INTERIOR REMODEL. OPENING MODIFICATION FOR A SINGLE IMPACT GLASS DOOR, ONE FRENCH DOOR, WITH SIDELIGHTS IMPACT GLASS, REFINISH FLOORS AND KITCHEN CABINETS permit renewed as last me inspection approved on 1/31/11 Passed fi- Inspector Comments - / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 November 04, 2011 Page 1 of 1 Reference :901 N.E 91 Terrace Miami Shore ,F1 Property of : Michell Miagorri GUSTAVO ASMAN GENERAL CONTRACTOR CGC 1504895 Miami ,November 2,2011 I Hereby certify that the above insulation :(3/4 Rigid Panel Insula- tion Rated 5.0) ,was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings Cons ction D Gustavo Asma ident, 20454 West Tie ghvy fiventura Oork a 33180 cPlone :305-936-9802 E- 9rtai(fsmangus @aotcom Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ViC)M—da1(.0 Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 Walt L 4 2009 Permit Type (circle): ( Building Roofing Owner's Name (Fee Simple Titleholder) /" /,4/f /// ilinmegiel Phone #(710 3 4- 764/ Owner's Address 7 r / %/Z12A City /,,f4. /1/, • S.1/D /f State i 0 a Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) / Ale 7/ Tzez,e City Miami Shores Villa e County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 0 T CtNST2viT /0 N Phone # 3 t5 3 23 7 3 2-3 Contractor's Address 1B2 0 S /{p ST City 1.4, 4 Air' State D1, Q!4 Zip 33 / d S Qualifier Name Ob1,li2 /eagjg,,,s'O Phone ((l BS3 4O -70 ' 2, State Certificate or Registration No. 64 _ / Tog /,S / Certificate of Competency No. Architect/Engineer's Name (if applicable) V 1 %Da, �OI4Le,,.S Phone #(.S DS) 3o3- Igo Value of Work For this Permit $ 2 0) 000 .00 Square / Linear Footage Of Work: Type of Work: Describe Work: D " %bo o ❑Addition ,Alteration ['New ❑ Repair/Replace Demolition O ■ C J 1J4// D a-taI/e _i___Ee. _4 De,i2. hJ 17-4 s/at Li4y /h-J /461 4L4< ,v'S' ces »%'C %&fr N� N ' 4. -: !C ,e% Qb »' 75 .414.)7 �1'a*******************xxxx 1`6' ,2 tt l AFee Zf OO " Permit Fee $ \CCF $ Notary $ '`J'raining/Education Fee $ 4.0 Technology Fee $ / .00 n `DPBR$ /14' cc LION "'Scanning $ •6) - Radon $ 14 Bond $ Zoning $ Code Enforcement $ Double Fee $ Structural Review. $\"(00 -I (&OQ Ma) Total Fee Now Due $ (0G l • "N See Reverse side -3 p • Bonding Company's Name (if applicable) Y� Bonding Company's Address City State Zip • Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of (tdv L , 20 di, by , day of ;Pt y /5 , 20 e, 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: Sign: Print: My Commission Expires: AIM, ANS. ‘,40 vim., SINCLAIR P. GERBER `�° Natal Public - State of Florida 1kiifi- L,44„,,_ Jul 25.2013 B°+>dad ttao 1 National Notary Au APPLICATION APPROVED BY: t (Revised 07/10/07) OTARY PUBLIC: Sign: Print: My Commission Expir "',,,",,, SINCLAIR P. CERBER - Site ofF Commission 000 8856544.2013 ; Ate. _ • ro Nor 0'0 /csY Plans Examiner Engineer Zoning 1.43fir0: ,'L atmell AAIZ , F •.:, a4.4*-1 gla tIc r r&illiiiii I n vv.,. •.# • • — • - CONTRACTOR: 01' C 0 gst RuctcY0 SUBMITTAL DATE: .t.tu.t 2t 100c1 Cl j2-1, jOci) ADDRESS: ctC) 1 Nt cl k tva.. NAME: tsA t cik e. LLE tsA tw Nclov.R.k RESUBMITAL DATES: PROJECT TYPE: re i C.t CO? , NJ J : cry 7 j ZONING Ofx: i 6 7 FIRE J. glis101 iii,X. 2,et7i, top. 16f STRUCTURAL IMPACT FEES t 7 ELECT 2 ,2,^6 reI7 ) CAL - HRS/DERM 4° 1 ( 4 , : IN 4 r 1 0 4Y , r , NOC \ , ammetul ANIS'. , . BLD A I .41 il) 1 4 • STATE OF FLORIDA AC# ,w ;!:!;`E DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION Q836446 06/02/07 066011211 eUALIF /E "BUSINESS -ORGANIZATION OT CONSTRUCTION COMPANY (NOT A LICENSE TO PERFORM WORK. ALLOWS COMPANY TO DO BUSINESS IF IT HAS A LICENSED QUALIFIER.) 10 . QUALIFIED under the provisions of Ch.489 F8. Expiration dater AUG 31, _2009 L070602003.00 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 14th FLOOR MIAMI, FL 33130 STATE OF FLORIDA AU# !II .rt 1:' st d DEPARTMENT OF BUSINESS AND - PROFESSIONAL REGULATION CGC1508151 0'8/03/08'" 088020834 CERTIFIED GENERAL CONTRACTOR TRAVIESO, OMAR F 0 T CONSTRUCTION COMPANY 7!S CERTtFTED under this. provisions of ch. 489 r8 Expiration date; AUG 31, 2010 L08080300259 2008. LOCAL BUSINESS TAX RECEIPT 2009 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2009 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY•CODE CHAPTER 8A - ART'S & 10 E °C lifs IS3 NOT A tall.!,. 1tc I`•foT PA 604972-0. BUSINESS NAME /LOCATION 0 T CONSTRUCTION_ COMPANY 9820 SW 16 ST 33165 UNIN DADE COUNTY OWNER 0 T CONSTRUCTION COMPANY Sec. Type of Business 196 GENERAL BUILDING CONTRACTOR IS I8 ONLY A LOCAL IINESS TAX RECEIPT. IT ES NOT PERMIT THE LDER TO VIOLATE ANY STING OR REGULATORY ZONING LAWS OF THE UNTY OR CITIES. NOR ES IT EXEMPTTUE .DER FROM ANY OTHER RMIT OR RECEIPT ]UIRED BY LAW.THIS 18 T A CERTIFICATION OF HOLDER'S OUALIFICA- N. MENT RECEIVED MI -DADE COUNTYTAX LECTOR: 08/05/2008 60010000177 000075.08 SEE OTHER SIDE FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RENEWAL RECEIPT NO 631083-3 STATE# CGC1508151 WORKER /S 1 DO NOT FORWARD 0 T CONSTRUCTION COMPANY OMAR F TRAVIESO PRES 4491 SW 5 TERR MIAMI FL 33134 1.dIIrIH...I/ 111{ f / .I A11II..irltlddid, lit/ A id PLEASE CUT OUT THE CARD BELOW A STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE COMPENSATION ELECTION LAW EXEMPT FROM FLORIDA EFFECTIVE 04/18/2009 EXPIRATION DATE: 04/16/2011 PERSON: OMAR TRAVIESO FEIN: 432083891 BUSINESS NAME AND ADDRESS: 0 T CONSTRUCTION COMPANY 9820 SW 18 ST MMAM., FL 33185 SCOPE OF BUSINESS OR TRADE: 1- CERTIFIER GENERAL CONTRACTOR CUT 1 This instrument was prepared by: Anouk M. Villegas, Esq. Halpern Rodriguez, LIP Douglas Entrance, North Tower 800 Douglas Road, Suite 880 Coral Gables, Florida 33134 Permit No.: RC -09 -1216 STATE OF FLORIDA 111111111111111111111111111 111111111111111111 C Fhs 2009Ri 680211 OR Bk 27074 Fss 139B - 14001 (3pss) RECORDED 11/05/2009 14:05:34 HARVEY RUV'IUv CLERK OF COURT MIAMI-DACE COUNTY? FLORIDA Tax Folio No.:11 -3206- 003 -0080 NOTICE OF COMMENCEMENT ) SS: COUNTY OF MIAMI -DADE The undersigned hereby gives notice that improvement 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. This notice shall be void and of no force and effect if construction is not commenced within 90 days of recordation. 1. Description of Property: (a) Legal Description: Lot 11, and the West 24 Feet of Lot 10, less the North 7 %2 feet, of Block 1, of Plat of BISCAYNE RIDGE, as recorded in Plat Book 39, at Page 41, of the Public Records of Miami -Dade County, Florida. (b) Street Address: 901 N.E. 91st Terrace, Miami Shores, Florida 33138 2. General Description of Improvements: Renovations to interiors including, kitchen, plumbing and electrical. 3. Owner Information: (a) Owner's Name and Address: Michelle Minagorri 901 N.E. 91st Terrace Miami Shores, Florida 33138 Owner's Interest in Site of the Improvements: Fee Simple. Name and Address of Fee Simple Titleholder (if other than Owner): 1 N/A 4. Contractor: (a) Name and Address: OT Construction Company 9820 S.W. 16th Street Miami, Florida 33165 (b) Phone Number: (305)450 -7092 5. Surety: (a) Name and Address: N/A (b) Phone Number: N/A (c) Amount of Bond: N/A 6. Construction Lender: (a) Name and Address: N/A (b) Phone Number: N/A 7. Persons within the State of Florida designated by Owner upon whom notices and other documents maybe served provided in Section 713.13(1)(a)(7), Florida Statutes: (a) Name and Address: Manuel Minagorri 1065 Fairway Drive Miami Beach, Florida 33141 (b) Phone Number: (305)866 -9659 8. In addition to himself or herself, Owner designates the following persons to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) Name and Address: Manuel Minagorri 1065 Fairway Drive Miami Beach, Florida 33141 (b) (305)866 -9659 Expiration Date of Notice of Commencement (the expiration date is 1 year from date of recording unless a different date is specified): 2 OR Bk 27074 PG 1400 LAST PAGE OWNER: :'cam The foregoing instrument was acknowledged before me this ( day of November, 2009 by Michelle Minagorri, who personally appeared before me and is personally known to me or produced as identification. w SM C EDO86 Expires 1!28/2013 kgmf Florid Notary Assn.. Inc Notary Print acne: 564N 4e5rebg5 Notary Public, State of Florida My commission expires: //2403 S1XTE OF FLORIDA, COUNTY OF DAD I HEREBY CERTIFY that this Is Qua cpy we , ._ en dayst ADM, m y hand and • .. ; Seel HARVEY ROAN, C K, of Circuit and County Ca BY l 3 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: O I i V/ DATE: 'ut �`� " " 4O I 0 1,y \Ac_,--t----op_ ❑ Contractor ❑ Owner Architect icked up 2 sets of plans and (other) 17AI �.1sL uL■ Addres From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: 2S PERMIT CLERK INITIAL: on Kfe- t.1iSlley/ RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 09 -1216 Job Name: March 3, 2010 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 i) Building Critique Sheet Revision The fence shown in the front yard is not approved. Planning and Zoning Board approval is required. Provide revisions f lum ndzn chanic�l 3) The kitchen window has been removed from the scope but it still is been modified. Show note for work. 4) Provide wind Toads for 2 new doors. 5) Structural approval must be approved. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Pia an . Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -7 -09 -1216 Issue Date: 11 /4/2009 Expires: il: Cofstructiorl Itiof Alters don 11/4/2009 Folio Number:1132060030080 Owner's Name: MICHELLE MINAGORRI Job Address: 901 91 Terrace Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 1548 Total Job Valuation: $ 20,000.00 Contractor(s) Phone Primary Contractor OT CONSTRUCTION COMPANY (305)323 -7323 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 10/1/2009: Yes Comments: OWNER IS SHOWN AS JP MORGAN CHASE BANK NOT MICHELLE MINAGORRI AS SHOWN ON PERMIT, PLEASE CLARIFY. PLEASE CLARIFY IF THIS IS A GARAGE CONVERSION. THE PLANS SEEM TO INDICATE A GARAGE IS BEING CONVERTED TO LIVING SPACE ALTHOUGH PLANS ARE NOT CLEAR. GARAGE CONVERSIONS MUST BE APPROVED BY PLANNING BOARD. iS THE GARAGE ATTACHED TO THE RESIDENCE AND HOW? PLEASE PROVIDE CLEAR EXISTING FLOOR PLAN TO GO WITH PROPOSED. 8/26/09 DRIVEWAY IN FRONT CAN NOT EXCEED 20 FEET IN WIDTH SIDEWALK IN FRONT CAN NOT EXCEED 3 FEET IN WIDTH CAN NOT USE ROCK AS LANDSCAPE MATERIAL. GRASS NOT PERMITTED BETWEEN PAVERS. 10/1/09 NEW PLAN OK 3/2/10 NEW PLANS OK Miami Shores \(iiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -1216 Job Name: March 24, 2010 Page 1 of 1 Building Critique Sheet Revision 2nd 1) Provide revisions for plumbing and mechanical. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Fes - �9- (clea)z Miami Shores Vuuage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -1216 Job Name: March 24, 2010 Page 1 of 1 Building Critique Sheet Revision 2nd 1) Provide revisions for plumbing and mechanical. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 03/25/2010 16:18 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES al 0 01 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 4812 RECIPIENT ADDRESS 93059486302 DESTINATION ID ST. TIME 03/25 16:17 TIME USE 00'21 PAGES SENT 1 RESULT OK Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -1216 Job Name: March 24, 2010 Page 1 of 1 Building Critique Sheet Revision 2nd 1) Provide revisions for plumbing and mechanical. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305-795-.2204 ur) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 2 2/ ‘' (raw) Job Name ji-iik,36,0(-4/ Date 7,/p) higP6 STRUCTURAL CRITIQUE SHEET L2) L71- 2 t c A I e L;f 17' Permit No: 09 -1216 Job Name: October 9, 2009 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd ) Provide receipt from Miami Dade Planning and Zoning for impact fees/ �2) Provide 3 copies of energy calculations. - �3) Provide permit applications for all sub contractors. x44 Detail bucks for windows. The buck details must include attachment and water proofing/ 5) Provide product approvals for all new windows and doors signed approved by the,' designed of record, 6) All new exterior openings must be impact resistant or be shuttered, -----7)/Provide a high velocity roofing application — Show insulation requirements. (wall Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 09 -1216 Job Name: September 4, 2009 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 O Building Critique Sheet °1) Provide receipt from Miami Dade Planning and Zoning for impact fees. 2) Corrections for moral, electrical and aening must be completed. Br Provide a survey of the property. .-------4) Provide 3 copies of energy calculations. -----6)/ Provide permit applications for all sub contractors. )1% The design criteria on the plans is FBC 2001, the correct design criteria is FBC 2007. The beam schedule does not match the plans. iProvide a detail for change of elevation for beams and detail where the beam at the arapet wall will be located. efine — flat wood rafters? Provide all connection details including joists to ledger and joists to beam ect. All /connections must include product to be used, number of fasteners, size of fastener, ect. 1 ) The new columns must extend to existing foundation. 12) Detail bucks for windows. %<0€./ Ave /4,e q,chl 3) Provide product approvals for all new windows and doors signed approved by the designed of record. 141 new exterior openings must be impact resistant or be shuttered. 1 What is the elevation of the parapet? Provide ceiling height. Provide a high velocity roofing application. 17) Show insulation requirements. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: R " MVp DATE: p� \� 1109 I, )S /164<- b;41., dc‘ (Lik4 ,Contractor " o Owner ❑ Architect plans and (othe mil) 91_ deC Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 09 -1216 Job Name: November 4, 2009 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 3rd 1) Provide product approvals for all windows and doors. The product approvals submitted do not match the plans. The approvals submitted must be two (2) complete packages that match the plans and have been signed approved by the designer of record. 2) All new exterior openings must be impact resistant or be shuttered. 3) Provide a high velocity roofing application prior to starting roof. NOTE: These submittals may be done at a later date but will require a separate review fee. Acknowledged by: Norman Bruhn CBO 305 - 795 -2204 M is i Shores Viiiage Building Department RECEIPT PERMIT #: /9d c 7. %, DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 )(Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: 9D ( q'/' T1,t From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting procrss. Acknowledged by: 1 PERMIT CLERK INITIAL: RESUBMITTED DATE: ®♦ i q /CPC PERMIT CLERK INITIAL: z-005 c4d,r Sold }o 1evn aPoaoF old pryni-t- (w Sci 14-41,a canl,acher oho+ oh 01-wem alzvf fie, Ltfc,kszin (��m�1 bo hell lade wren-' co meJ6T PA& old •. mk wk6 tIfv, nuo yens fo,r 11/11 wmtkk, w will odd fk r, mcd fy ofr6rer {,ens 0 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 2� 42 DATE: 10 I O Contractor Owner Architect Picked up 2 sets of plans and (other) 4- S'--1- franc) (106C9 Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIA RESUBMITTED DATE: PERMIT CLEARK INITIAL: PERMIT #: contractor Owner Architect Miami Shores Viiiage Building Department RECEIPT DATE: C.) "-ewe V#1/Ta„c Picked up 2 sets of plans and (other) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ..� ) )'�c,_ Address: C' 1 I\3 —1 d 2_ From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. V•Asknowledged by: PERMIT CLEARK INITIA r'�` RESUBMITTED DATE: PERMIT CLEARK INITIAL: 3 \p11.00'1 PERMIT #:'L 1°2/o Miami Shores Village Building Department RECEIPT DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 /1/on. �/ 201 1/7 contractor ❑ Owner ❑ Architect Picked up/ sets of plans and (other) .� / (4je iC•i C OPcj Address: Will re -Ferri ct-FP kour S' From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITI • v_Auf ; RESUBMITTED DATE: IN 0 v) (3 /07 //' C PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Re-- /2/ .4 Job Name /Alf' /LJ fifi df` littUKOPM CRITIQUE SHEET Te ) s Avp,2 ,,,.er atet75, 4,4" 72 Re- Newe 7°A.z," ,,,zeir /4)- ex,E4 ke77.12e .fr i'-tewe TePA 5 Te' to,f-? pio-teiT X ,,,e;ok ,ILfei--'62 / e ,7A4-4--,1 A ? P/'-' 0, e",,l/dz9,72. -t7p 6/ C e 7 re, irfri/ fr) i /y- oi A/444 rizAle ArepeeiL-4///-57 giA-6'rftede rA, i evz TE- fr/eloce,,,Rde, /34 PePit-J /3' ,° '5 ve 7-e-i e 7- a 4'9/e h41- PA,P-11-/ - ffr 0 e7,7:9,9 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -7 -09 -1216 Issue Date: Not Issued ;tl Expires: Not Issued Folio Number:1132060030080 Owner's Name: MICHELLE MINAGORRI Job Address: 901 91 Terrace Miami Shores, FL 33138- Total Job Valuation: $ 20,000.00 Owner's Phone: Total Square Feet: 0 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 10/1/2009: Yes Comments: OWNER IS SHOWN AS JP MORGAN CHASE BANK NOT MICHELLE MINAGORRI AS SHOWN ON PERMIT, PLEASE CLARIFY. PLEASE CLARIFY IF THIS IS A GARAGE CONVERSION. THE PLANS SEEM TO INDICATE A GARAGE IS BEING CONVERTED TO LIVING SPACE ALTHOUGH PLANS ARE NOT CLEAR. GARAGE CONVERSIONS MUST BE APPROVED BY PLANNING BOARD. iS THE GARAGE ATTACHED TO THE RESIDENCE AND HOW? PLEASE PROVIDE CLEAR EXISTING FLOOR PLAN TO GO WITH PROPOSED. 8/26/09 DRIVEWAY IN FRONT CAN NOT EXCEED 20 FEET IN WIDTH SIDEWALK IN FRONT CAN NOT EXCEED 3 FEET IN WIDTH CAN NOT USE ROCK AS LANDSCAPE MATERIAL. GRASS NOT PERMITTED BETWEEN PAVERS. 10/1/09 NEW PLAN OK Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Fax: (305)756 -8972 �E Expires: t issued Issue Date: Not IS Permit NO. RC -7 -09 -1216 ateratton Issued Folio Number:1132060030080 Owner's Name: JP MORGAN CHASE BANK Job Address: 901 91 Terrace Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 0 Total Job Valuation: $ 20,000.00 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: No Date Denied: 8/26/2009 Comments: OWNER IS SHOWN AS JP MORGAN CHASE BANK NOT MICHELLE MINAGORRI AS SHOWN ON PERMIT, PLEASE CLARIFY. PLEASE CLARIFY IF THIS IS A GARAGE CONVERSION. THE PLANS SEEM TO INDICATE A GARAGE IS BEING CONVERTED TO LIVING SPACE ALTHOUGH PLANS ARE NOT CLEAR. GARAGE CONVERSIONS MUST BE APPROVED BY PLANNING BOARD. iS THE GARAGE ATTACHED TO THE RESIDENCE AND HOW? PLEASE PROVIDE CLEAR EXISTING FLOOR PLAN TO GO WITH PROPOSED. 8/26/09 DRIVEWAY IN FRONT CAN NOT EXCEED 20 FEET IN WIDTH SIDEWALK IN FRONT CAN NOT EXCEED 3 FEET IN WIDTH CAN NOT USE ROCK AS LANDSCAPE MATERIAL. GRASS NOT PERMITTED BETWEEN PAVERS. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.479 — Z (o Job Name 1 1I AI 440.O n not t Date 512001 gvtscP 4Y1/(79 STRUCTURAL CRITIQUE SHEET / Q Sec.. -- I Is 4- { rn �. ��'Fe e rla ?mss , (W f —z) & ✓ .rdenhky �. 'is eSecbons es/own vp Pi . Cedar ,, sae' pc/4-H49 )764' Tc- I dt d y leN rio ter' PA Lace -t Oa Room h 4-c ihier.Tectiom m44, w kJ) joie 7%e /' pivtsti regain col_ as i is 4 2¢ ". / ® Tor ee -aw+, g1-5 -le 41-4.-/llt eat, .ewOl 4-11 i'f'`9tal op? Sec. 9s-* / 1104, c44 reel' d wia/ r e,Y1-044 (ii- door Dp.Gn k» dz ✓ , an .0el: 3 S1 4 ms G01. h rc. E.,tFencl rye b-ea efrk czls epic/s. All 4ot,e./F be 9.1ued epoxy- JUAN A. FERNANDEZ - BARQUIN, P.E. Structural Engineer 40114• Threshold Inspector 0947 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 'Email: jfbeng@bellsouth.net September 29, 2009 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 N.E. 2ND AVENUE MIAMI SHORES, FLORIDA 33138 PH: 305 - 795 -2204 ATTN: BUILDING OFFICIAL RE: STRUCTURAL COMMENTS FOR 901 N.E. 18T TERRACE, MIAMI SHORES. PERMIT NUMBER: 09 -1216. 1. SEC. 1/S -4 IS CUT ON 2 DIFFERENT PLACES. (ON S -2). THIS WAS CORRECTED. PLEASE SEE REVISED S -2. 2. IDENTIFY BEAMS IN SECTIONS WITH NUMBERS SHOWN ON PLAN. (NOT "SEE PLAN ") THIS WAS CORRECTED. PLEASE SEE REVISED SECTIONS. 3. TC -1 AT UPPER -LEFT CORNER OF LAUNDRY ROOM TO BE AT INTERSECTION WITH WALL ON LEFT SIDE. THE 1' PROJECTION DOESN'T REQUIRE COL. AS IT IS <24 ". THE NEW WALL IS INTENDED TO BE CONTINUED FOR FUTURE ADDITION. THE PORTION OF WALL EXTENSION WAS ELIMINATED. SEE S -1. 4. TOP OF PARAPET BEAM, RTB -1, SHOULD EXTEND TO RIGHT ON SEC. 1/S -4. THIS WAS CORRECTED. PLEASE SEE REVISED 1 /S -4. 5. HOW CAN PART OF WALL REMAIN AT DOOR OPENING DETAIL 1 /S -5. SILL LINES UP WITH PC. REMAIN WALL IS WINDOW SILL. PLEASE NOTE THAT THERE IS NO REMAINING WALL OR WINDOW SILL. WE ARE MAKING THE EXISTING REAR DOOR WIDER. 6. ON DET 3/S -5, CENTER COL. MUST BE TC -1, NOT TC. EXTEND NEW BEAM REINFORCING INTO COLS AT ENDS. ALL DOWELS TO BE GLUED WITH EPDXY. CHANGED THE COLUMN TO A TC -1 AND WE ADDED DOWERS AT EACH END. Respec ully. r _- andez- Barquin, P.E. C/-2q-6 ctural Registration No. . 40114 Threshold Inspector No. . . . 0947 State Building Inspector No. . BN3318 \DOCS \VICTOR MORALES \901 N.E. 91ST TERR \LETTERS \COMMENTS.DOC JUAN A. FERNANDEZ- BARQUIN, P.E. Structural Engineer 40114• Threshold Inspector 0947 2520 N.W. 97th Avenue, Suite # 240 •Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • Email: jfbeng@bellsouth.net September 28, 2009 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 N.E. 21w AVENUE. MIAMI SHORES, FLORIDA 33138 TEL: 305 - 795 -2204 FAX: 305 - 756 -8972 ATTN: BUILDING OFFICIAL. RE: BUILDING COMMENTS FOR 901 N.E. 113T TERRACE, MIAMI SHORES. PERMIT NUMBER #09 -1216 6. THE DESIGN CRITERIA ON THE PLANS IS FBC IS FBC 2007. THIS WAS CORRECTED ON SHEET S -8, AT TOP NOTES. 2001, THE CORRECT DESIGN OF THE GENERAL STRUCTURAL 7. THE BEAM SCHEDULE DOES NOT MATCH THE PLANS. THIS WAS CORRECTED. WE ADDED THE MISSING RTB -1. WE NOW HAVE A RB- 1 AND RTB -1. 8. PROVIDE A DETAIL FOR CHANGE OF ELEVATION FOR BEAMS AND DETAIL WHERE THE BEAM AT THE PARAPET WALL WILL BE LOCATED. SEE 1 /S -4, NOW WE SHOW RTB -1 BEYOND IN THIS SECTION. ADDITIONALLY, WE ADDED A NEW SECTION 3/S -4 THAT SHOWS THE PARPET WALL. 9. DEFiiNE FLAT WOOD RAFTERS? SEE --- .RE.VISED. THE ROOF JOISTS WERE PREVIOUSLY MISLABELED. RE: COMMENTS FOR THE MIAMI SHORES VILLAGE, BUILDING DEPARTMENT. -2- 10. PROVIDE ALL CONNECTION DETAILS INCLUDING JOISTS TO LEDGER AND JOISTS TO BEAM ETC. ALL CONNECTIONS MUST INCLUDE PRODUCT TO BE USED, NUMBER OF FASTENERS, SIZE OF FASTENER, ETC. ALL CONNECTORS ARE IDENTIFIED WITH PRODUCT APPROVALS. 11. THE NEW COLUMNS MUST EXTEND TO EXISTING FOUNDATION. THIS WAS CORRECTED. 15. WHAT IS THE ELEVATION OF THE PARAPET? PROVIDE CEILING HEIGHT. SEE 1 /S -4. ALL HEIGHTS SHOWN. Respec ully, Bargain, P.E. Structural Registration No. 40114 Threshold Inspector No. . 0947 State Building Inspector No. BN3318 \DOCS \VICTOR MORALES \COMMENTS\MICHELLE MINAGORRI.DOC TUAN A. FERNANDEZ- BARQUIN, P.E. Structural Engineer 40114 • Threshold Inspector 0947 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 'Email: jfbeng@bellsouth.net September 29, 2009 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 N.E. 2ND AVENUE MIAMI SHORES, FLORIDA 33138 PH: 305 - 795 -2204 ATTN: BUILDING OFFICIAL RE: STRUCTURAL COMMENTS FOR 901 N.E. 18T TERRACE, MIAMI SHORES. PERMIT NUMBER: 09 -1216. 1. SEC. 1 /S -4 IS CUT ON 2 DIFFERENT PLACES. (ON S -2). THIS WAS CORRECTED. PLEASE SEE REVISED S -2. 2. IDENTIFY BEAMS IN SECTIONS WITH NUMBERS SHOWN ON PLAN. (NOT "SEE PLAN ") THIS WAS CORRECTED. PLEASE SEE REVISED SECTIONS. 3. TC -1 AT UPPER -LEFT CORNER OF LAUNDRY ROOM TO BE AT INTERSECTION WITH WALL ON LEFT SIDE. THE 1' PROJECTION DOESN'T REQUIRE COL. AS IT IS <24 ". THE NEW WALL IS INTENDED TO BE CONTINUED FOR FUTURE ADDITION. THE PORTION OF WALL EXTENSION WAS ELIMINATED. SEE S -1. 4. TOP OF PARAPET BEAM, RTB -1, SHOULD EXTEND TO RIGHT ON SEC. 1 /S -4. THIS WAS CORRECTED. PLEASE SEE REVISED 1 /S -4. 5. HOW CAN PART OF WALL REMAIN AT DOOR OPENING DETAIL 1 /S -5. SILL LINES UP WITH PC. REMAIN WALL IS WINDOW SILL. PLEASE NOTE THAT THERE IS NO REMAINING WALL OR WINDOW SILL. WE ARE MAKING THE EXISTING REAR DOOR WIDER. 6. ON DET 3/S -5, CENTER COL. MUST BE TC -1, NOT TC. EXTEND NEW BEAM REINFORCING INTO COLS AT ENDS. ALL DOWELS TO BE GLUED WITH EPDXY. WE CHANGED THE COLUMN TO A TC -1 AND WE ADDED DOWERS AT EACH END. Respect , ully, andez- Barquin, P.E. 26,-0 Structural Registration No. . 40114 Threshold Inspector No. . . . 0947 State Building Inspector No. . BN3318 \DOCS \VICTOR MORALES \901 N.E. 91ST TERR \LETTERS \COMMENTS.DOC JUAN A. FERNANDEZ- BARQUIN, P.E. Structural Engineer 40114. Threshold Inspector 0947 2520 N.W. 97th Avenue, Suite # 240 •Doral, Florida 33172 Ph.: (786)336-0881• Fax: (786)336 -0884 *Email: jfbeng@bellsouth.net September 28, 2009 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 N.E. 2ND AVENUE. MIAMI SHORES, FLORIDA 33138 TEL: 305 - 795 -2204 FAX: 305 - 756 -8972 ATTN: BUILDING OFFICIAL. RE: BUILDING CONTENTS FOR 901 N.E. 18T TERRACE, MIAMI SHORES. PERMIT NUMBER #09 -1216 6. THE DESIGN CRITERIA ON THE PLANS IS FBC 2001, THE CORRECT DESIGN IS FBC 2007. THIS WAS CORRECTED ON SHEET S -8, AT TOP OF THE GENERAL STRUCTURAL NOTES. 7. THE BEAM SCHEDULE DOES NOT MATCH THE PLANS. THIS WAS CORRECTED. WE ADDED THE MISSING RTB -1. WE NOW HAVE A RB- 1 AND RTB -1. 8. PROVIDE A DETAIL FOR CHANGE OF ELEVATION FOR BEAMS AND DETAIL WHERE THE BEAM AT THE PARAPET WALL WILL BE LOCATED. SEE 1 /S -4, NOW WE SHOW RTB -1 BEYOND IN THIS SECTION. ADDITIONALLY, WE ADDED A NEW SECTION 3/S -4 THAT SHOWS THE PARPET WALL. 9. DEFIN FLAT WOOD RAFTERS? SEE . -2 REVISED. THE ROOF JOISTS WERE PREVIOUSLY MISLABELED. RE: COMMENTS FOR THE MIAMI SHORES VILLAGE, BUILDING DEPARTMENT. -2- 10. PROVIDE ALL CONNECTION DETAILS INCLUDING JOISTS TO LEDGER AND JOISTS TO BEAM ETC. ALL CONNECTIONS MUST INCLUDE PRODUCT TO BE USED, NUMBER OF FASTENERS, SIZE OF FASTENER, ETC. ALL CONNECTORS ARE IDENTIFIED WITH PRODUCT APPROVALS. 11. THE NEW COLUMNS MUST EXTEND TO EXISTING FOUNDATION. THIS WAS CORRECTED. 15. WHAT IS THE ELEVATION OF THE PARAPET? PROVIDE CEILING HEIGHT. SEE 1/S -4. ALL HEIGHTS SHOWN. Respectful Fern arquin, P.E. ?- Zvi -C)/ Structural Registration No. 40114 Threshold Inspector No. .... 0947 State Building Inspector No. BN3318 \ROCS \VICTOR MORALES \COMMENTS\MICHELLE MINAGORRI.DOC �`�w 3 ^e 2 r 5- ua • � 4 r� � - i` yyAY,a��'sr;�.a�� ='yam h � r�`c=`�'�'�•� sTk- N.E. 9th AVENUE 50' RIGHT —OF —WAY (BY PLAT) 16.5'± ASPHALT PAVEMENT LOCATION SKETCH SCALE: NTS N.E. 9th AVENUE 20' PARKWAY 139.17° 4' C.L. F. LESS THE NORTH 7.5' LESS THE NORTH 7.5' 25.00' 31.41' 3.00' 2.70' 36.75' 1 tf6�-` I' 04' .9.68' O '60.8.25' 7r1 ® 11.45' " . ..Q Ul m W ° 11.45' ■� to w 4.50' o < .° a o r_ 5.65 47.29' 29.85' 25.00' CBS WALL SURVEY FOR: MICI-IF.LLE MINAGORRI, 901 N.E. 91ST-TERR., MIAMI SHORES, FLORIDA 33138. REMAINDER OF LOT 10 BLOCK 1 LEGAL DESCRIPTION: LOT 11 AND THE WEST 24 FT. OF LOT 10 LESS THE N. 7 - OF PLAT OF BISCAYNE RIDGE NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL i- ioora,cvlA I IONS: SWK= SIDEWALK, CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL= PROPERTY LINE, DUE = DRAINAGE UTILITY EASEMENT, IP=IRON PIPE, F= FOUND, A/C =AIR CONDmONER PAD, P /C= PROPERTY CORNER. D/H=DRILLED HOLE, W/F =WOODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB= REBAR, UE= UTILRY EASEMENT. CONC=CONCRETE SLAB. RAWRIGHT OF WAY, DE= DRANAGE EASEMENT, C/L= CENTER LINE, 0 =DIAMTER, TYP= T(PICAL, M= MEASURED, R= RECORDED, ENCR = ENCROACHMENT, COMP= COMPUTER, ASH =ASPHALT, N/D =NAIL & DISC, S =SET, FEE= FINISH FLOOR ELEVATION, O/S= OFFSET, P/P =POWER POLE, OHP= OVERHEAD POWERLINE, WM =WATER METER WOOD FENCE= MASONRY WALL= I I I 1 1 1 1 I 1 I ELEVATION BASED ON LOC. # 3251 N MAINTENANCE & DRAINAGE EASEMENT= M & D.E. CBI# A -400 ELV. 14.75 TTYPE 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 REVISED: FEET. BLOCK 1 SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 AT PAGE 41 OF THE PUBLIC RECORDS MIAMI -DADS 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 BINGO SURVEYORS INC. Engineers -Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865 -1200 Email: blancosurveyorslnc@yahoo.com Fax: (305) 865 -7810 FLOOD ZONE: X PANEL: 0093 SCALE: 1 ° =20' /M1� tnG. SUFFIX: J DATE: 7 17 95 BASE: N/A COMMUNITY# 120652 JOB No 09 -374 DWN. BY: F. Blanco Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. FEB 2 2 2010 U• BY:.. .o e000ee Master Permit No. RCS -�zI� 78' , 234 9s4' Permit Type: BUILDING ROOFING. Owner's Name (Fee Simple Titleholder) Him"? 1? //? /#f �j/� • Phone # Owner's Address 3& 1 A/€ 9/ G • City /4,17/ Solarlf75 State /Z • Tenant/Lessee Name Email Zip 35/55 Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # ft/ - -2Q (' op 3 b b 8 Is Building Historically Designated AYES NO Contractor's Company Name t / �,0S 7,e Contractor's Address isfiff&erWit— 02Z) City /474 q`6, ` State ir----Z-/i- Qualifier Name it 74 77 4 State Certificate or RegistratiogoC. /5a) 6/ Sz SGa 33 / 38 Flood Zone Phone # g 73 7,3 l�Os— Zip 3/ e26— J 'Contact Phone E -mail Phone # Zit Se.) 0 (7 -2— Certificate of Competency No. Architect/Engineer's Nazn (if applicable) vi C �0 /`'I p��/,Q % � Phone # Value of Work F Type of Work: Describe W Square / Linear Footage Of Work: ❑Alteration [New ❑ Repair/Replace ee $ Notary $ Scanning $1 a co Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ ' �.t 4- (0 0 a 12 O/ G' Total Fee Now Due $ , * co See Reverse side - - Permit Fee $ / J cp CCF $ CO /CC $ Training/Education Fee $ Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value, exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatures ' -4 scf °� Signature Owner or Agent The fo o g instrument was ackno ledg by ore me s t ��The forego' instrument was ackno day of , 20 , by t C q, k..- , '�daYof , 20 , by Contractor edged bef e e this ?i ? who is personally known to or who has produced As identification and who did take an oath. NOTARY rBLIC: Sign: Print:. My Commission Expires: • dt+�g` tolV lac" s}�^� ^k�'P+1�� x*ie**,Y1eiC** Yee * ** ** ** **,Yt,k*** Zee,F:Y*** ,l + k; t*****'+ k' k'k tknY*'k *' kievY**** aYieak4t7kflr' k7k7k9tfY*7k7k'k*** * *it4e$*4 f ***' k7k', F'k,kirkf�e'k7ktk7kfY7k�kalr*** r, Sjti� ��i�QJ who is personally known to me or-who has produced as identification and who did take an oath. NOTAR��PUBLIC: Q Sign: Print: My Commission Expidi§ 7,oC y 1P° 'c 00. ,a,oi 11% ua` ,fig APPROVED BY 72/54 �12- -3 ''v / c /Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked a. MIAMI•DADE I. OCT 2 8 2009 BY: -eoos_ o_eoao BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 E.S. Windows 10653 N.E. Quaybridge Ct. Miami, FL 33158 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing French Door APPROVAL DOCUMENT: Drawing No. W04 -51, titled "Series -4000 Alum Outswing French Door- Impact ", sheets 1 thru 6 of 6, prepared by AL- Farooq Corporation, dated 06/10/04 with revision "A" on 08/06/04, signed by sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TER , ONrotthis _N8 will oc ur;afterrthe expiration date or if there has been a revision or change in the _ Use, Lure of the p gdugqt or process. Misuse of this NOA as an endorsement of any ,rodu �f�f�sal s =A sit g r any other intrimises shall automatically terminate this NOA. Failure to comply with any ADVE —.he exp =11==)e done in its EMIIIIMINSPECTION1 NO A- shall -be- cause, for termination and removal of NOA. rn�ay'The 1OA number ceded by the words Miami-Dade County, Florida, and followed by be displayed in advertising literature. If any portion of the NOA is displayed, then it shall ygffitentiredNOA shall be provided to the user by the manufacturer or its distributors Ixd shall by ovailliplo for ip5pection at the job site at the request of the Building Official. NCIAgt0iststs of tois'3age 1 and evidence pages E -1 and E -2, as well as approval document mentioned i.hOva.. •• • • • • •• • —'he submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO •• • • • •• • • • • • c.( •o • •.• • •• .•. • • • • • • • • •• ••• • iii NOA No 04-0712.02 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 Page 1 MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 NOTICE OF ACCEPTANCE (NOA) E.S. Windows 10653 N.E. Quaybridge Ct. Miami, FL 33158 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing French Door APPROVAL DOCUMENT: Drawing No. W04-51, titled "Series -4000 Alum Outswing French Door - Impact ", sheets 1 thru 6 of 6, prepared by AL- Farooq Corporation, dated 06/10/04 with revision "A" on 08/06/04, signed by sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been &revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors • •and s alcbe a� ai�al le fo* Mspection at the job site at the request of the Building Official. • •thistiO� roj$tsrttluspage 1 and evidence pages E -1 and E -2, as well as approval document mentioned ••abo'ib• •• • • • •• The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO • .• • • • • • ?•• • • • o s • • • • • 'O . f olol \ „AI (A V••• /Cr ■ • • • •.• • • • w•• • •S3. v • • • • • • • • • • • • • • •, e •.• • • • ••• ••• • • • • • • • • • • • • s r •• •O NOA No 04- 0712.02 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 Page 1 E.S. Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -51, titled "Series -4000 Alum Outswing French Door - Impact", Sheets 1 thru 6 of 6, prepared by AL- Farooq Corporation, dated 06/10/04 with revision "A" on 08/06/04, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, FBC, TAS 201 -94 5) Cyclic Loading Test, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawing and installation diagram of a aluminum outswing french door, prepared by Fenestration Testing Laboratory, Inc., No. FTL -3947, dated 02/04/04, signed and sealed by Edmundo J. Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, FBC, TAS 201 -94 5) Cyclic Loading Test, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawing and installation diagram of a aluminum outswing french door, prepared by Fenestration Testing Laboratory, Inc., No. FTL -3955, dated 02/04/04, signed and sealed by Edmundo J. Largaespada, P.E. C. CALCULATIONS 1. Anchor calculations, ASTM- E1300, and structural analysis, dated 06/09/04, prepared, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 1212.04 issued to E.I. DuPont DeNemours for "Dupont Butacite® PVB" dated 02/15/01, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 1204.01 issued to E.I. DuPont DeNemours for "Sentry Glass • R P2u4'° dated 01/17/02, expiring on 01/ ...... • • • • • • • .. ... •. • ...• •• • • ... • ... • • • • • • • • .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • E -1 .•• • • • • ... • • • • • • • • • • • ... • • • • • • • • • • • • • • • • • • • • • .•• • • • • ••• • Herminlo F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 04- 0712.02 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 E.S. Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and no financial interest, June 09, 2004 signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, June 09, 2004 signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (NBC). •• ••• • • • • • .. • • • • •• • • • •.• .. • • • •. •. • • • • • • ••. • • • • • • • • • • • • • • • •. • • • • • • • • • . • • • . • • • • • • • 1 • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • .. • • • • • • • • • • • • .•• • • • ••• • • E -1 He 'o F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 04- 0712.02 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 sheet 1of 6 ) •••• • • • • • •. • • •. • • . • •••• •. • •••• • •••• • • • • • ADDLIWrDIORS REOD. • • INTO OR THRU WOOD BUCK • • INSTAI•ATIONS ONLY • • • 44 5/8' • • • • •••• • • . • .• • •• • 1 TYP • 144' FRAME WIDTH 68 3/4° 34 5/8° • • •• HEAD /SILL CORNERS •• • •• • • • • • • .- ••- •tee:.• • •••• • • •• •• • • n • to TAW 0 -a • EAD & SILL •• • FRAME HEAD & SILL \ 12' MAX. I) FR. HEAD & SILL l 1 1 II === =1 = = == 11 I u / 11 II 11 II 11 11 -- -1L - -- I I 30 1/4° D.L OPG. 34 1/4° 1 1 26 1/16° D.L OPG. 34 11/18' PANEL WIDTH LEAF WIDTH SERIES -4000 ALUM OUTDATING FRENCH DOOR THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. APPROVAL APPUES TO SINGLE (x) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELRES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRICTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A 335 INCREASE IN ALLOWABLE STRESS WAS USED IN DESIGN OF ANCHORS. 12° MAX. 3/16' H.S. GLASS .090° INTERLAYER ' DUPONT SENTRYGLAS PLUS' 3/16° H.S. GLASS ADDL ANCHORS READ. INTO OR 114RU WOOD BUCK INSTALLATIONS ONLY SURFACE APPLIED FALSE MUNTINS MAY BE USED 30 1/4' D.L OPG. 34 1/4" PANEL WIDTH SIUCONE DOW CORNING 795 GLASS TYPE 'A' 3/18° H.S. GLASS .090° INTERLAYER ' DUPONT BUTACTIE PVB' 3/16° H.S. GLASS 6' MAX. rep. HEAD /SILL CORNERS 71 3/4° FRAME WIDTH 68 3/4" FRAME HEAD & SILL 12" MAX. o- TYPICAL ELEVATIONS TESTED UNITS SIUCONE DOW CORNING 795 GLASS TYPE 'H' GLAZING OPTIONS 1/8° H.S. GLASS .090' INTERLAYER 'DUPONT BUTACITE PVB' 1 /8° H.S. GLASS 1 1 28 1/16' D.L OPG. SIUCONE DOW CORNING 795 12° Engn OR. 11•AYOUN FAROOQ $1RUC77gUR'�F5 C.AN. '3538 GLASS TYPE 'C' AU6 1 0 2004 8 1 la 8 0 1 drawing no. W04 -51 •••• • • • • •. • • .• • • •.. • • .... • • H • EIGHTIMP • • • • ••• • • ••• • •••• • • • • • NOMINAL HEIQjiT • •. • • • • • • • FRAME HEIGIQ'. SW, FIGHT DATUM OPO. e/8 8 / %••• • 79 -3/4• • • 77/4' .95 -3/4° • 03 -1/4' • WIDTHS! • • • 69 -I/19• 85 -1/16- NOMINAL :UWE W9 •1 4P ::LOTH OAYLRE OPG. �8^%!I 2/8 `, • • .31 -1/2° ,111/18° 20 -1/18' 3/0 (6) 37 -1/2• 34 -t. tjt e• 28 -1/16• 5/0 (XX) • 59 -3/4 • .•28 11/18• 20 -1/16 6/0 (X(, • • • 71 -3/4° • 13,-110/16° 26 -1/16• DOOR LEAF §•AT BE GLAZE$ 41ITTi °WE 'A', 'B' OR 'C' GLASS • • • FRAMEWID • FRAME WIDTH (x) MAXIMUM DESIGN LOAD RATING = + 70.0 PSF ( FOR DOORS WITHOUT SIDEUTES) - 80.0 PSF STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF MmON (W) INCHES FRAME HEIGHT FT. /IN. UNREINFORCED MULLION REINFORCED MULLION GLASS TYPE 'C' GLASS TYPE 'A' & 'Jr GLASS TYPE 'C' GLASS TYPE 'A' & 'D' EXT. ( +) atr. ( -) OCT . ( +) INT. ( -) EXT. ( +) RNT. ( -) OCT. ( +) INT. ( -) 16 21 24 27 30 33 38 39 42 6/8 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 60.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 73.2 70.0 80.0 70.0 73.2 70.0 80.0 86.8 65.8 70.0 80.0 88.8 65.8 70.0 80.0 70.0 74.2 70.0 80.0 70.0 74.2 70.0 80.0 18 21 24 27 30 33 35 39 7/0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 60.0 70.0 80.0 70.0 80.0 69.4 89.4 70.0 80.0 69.4 89.4 70.0 80.0 82.2 82.2 70.0 80.0 62.2 62.2 70.0 80.0 18 21 24 27 30 33 38 8/0 70.0 78.9 70.0 78.9 70.0 80.0 70.0 80.0 70.0 74.8 70.0 74.8 70.0 80.0 70.0 80.0 70.0 71.1 70.0 71.1 70.0 80.0 700 90.0 87.9 67.9 87.9 67.9 70.0 80.0 70.0 60.0 65.0 85.0 65.0 65.0 70.0 80.0 70.0 80.0 62.4 82.4 82.4 822.4 70.0 76.8 70.0 78.9 80.1 80.1 60.1 80.1 62.2 62.2 70.0 _ 78.0 ox (X03 WI W2 W1 (OX0) W1 W2 0 O / If•01I/\II 1 / ;''S �:,4�_ 0,... 4/ ./ / Q 4 (OX0) W1 W2 0 O If•01I/\II 1 / ;''S �:,4�_ 0,... 4/ ./ f100)eai WIDTH (W) = W1 + W2 (FOR DOORS WITH WHITES) 2 MAX. DOOR LEAF WIDTH - 34- I1/16' SEE CHART AT TOP LEFT CORNER FOR D.L OPN0. SIZES APPmvdu eamAingsvalatko Florida rag. WIDTH (W) z g ZE oo a� vE 8 a4 oac^pcw 5 Enpn 0R. HUMAYOUN FAMBCT STRUCTURES FLA. PE p C.A.N. '9 18 AUG 1 0 2004 ( OXx0 ) 1 drawing no. W04 -51 sheet 2 o 6 • • • • • •• • • •• I • • • •••• • • • • ••••r• •••• • TYPICALANOHORI • • Sig ELEV. FOR ST•4VO • • • • • • ■— • • • • • • • • • • •• • • ,:° •..;'d • • .0 . • .,1 •• • •.4 '.• ••••.•1• •18Y OR 26Y • V630D BUCK METAL STRUCTURES (STEEL OR ALUM. 1/8° MIN. THICK) STEEL : Fy 36 KSI MIN. ALUMINUM : 6083 —T3 MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • X 3/16° X 1 -1/2° WEEP SLOT 1 /SILL AT SIDELITES TYPICAL ANCHORS SEE ELEV. FOR SPACING STATIONARY UNITS 3/16° X 1-1/2°' WEEP SLff 2/ SILL AT XX DOORS 1/ SILL AT X DOORS ANCHORS ELEV. FOR SPACING OPERABLE UNITS TYPICAL ANCHORS SEE ELEV. FOR SPACING Approved es8 ° the Date 77.1",.!.r .74r TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8° •MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY .014 SMS OR 1/e TEKS SELF DRILLING SCREW$ INTO METAL STRUCTURES (1/8° MIN. THICKNESS) (1/4° MAX. SHIM SPACE) SEALANT ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. Enpr. 06.• HIksAYOUN FAME) SIRUCTUREs FU. PEA 16567 C.A.N. X638 AUG 1 0 2004 0 w 0 0 0 0 6 1 drawing no. W04 -51 sheet 3 of 6 •••• • • • ▪ .. • • •• • •..• • •• • • • •.•• • • • . • ••• 1/4° MAX. • SHIM • • ••• • •••• • • • • • • •• • O • • • •: •••• • • • • •• • • • • ••• • • • • • • • • •• • • • ITEM # .07: • • • • Fo- 22.018 ® FRAM? HEAD/JAMB ••:•♦• • 1.80 • 080 • • • • • .388 • • 'A7"f • • • T • 1.5081 ()WEATHERSTRIP ADAPTER ( • •• • • • 3/ •••• 0.312 2.125 2.674 SHEAR PLATE 1.000 3.375 2 3 4 8 6 7 8 9 10 11 12 13 14 15 18 17 16 19 PART p ES3001 -1 053001 -2 033002 -1 053003 -1 053004 ES3005 -1 ES3006 -1 033007 -1 053007 -2 ES3008 -1 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 2 AS REOD. AS READ. 2/ LEAF 1/ LEAF 1/ LEAF 1/ LEAF AS READ. FRAME HEAD DOOR FRAME •418 DOOR FRAME SILL SIDELITE ADAPTER SHEAR PLATE 0 ANCHOR LOCATIONS TOP AND 8071014 RAIL DOOR LEAF JAMB - HINGE SIDE DOOR LEAF - LOCK SIDE DOOR LEAF - KEEPER SIDE SIDELRE STILE 8083 -T6 6083 -T6 6083 -T5 8083 -T8 6083 -T8 8083 -T5 8083-18 6083 -T6 6083-16 8083 -T5 3° LONG 033011 053012 053013 053014 -1 043003 -3 F0-100 AS REGD. 1 2/ LEAF 4/ PANEL 3/ OPER. LEAF 4.000 20 21 22 24 W2232160 053020 13 JAMB TRIM (OPTIONAL) 25 26 1.112 ® TOP /BOTTOM RAIL 3 PIECE HINGE .250 1.531 2.183 27 28 29 30 31 32 33 34 054014 ES4019 ES4013 ES3022 0 /LON AS READ. AS REQD. AS 6000. 2/ LEAF AS READ. AS MID. AS READ. AS READ. AS REQD. 2/ STILE 2/ BKT. AS REGD. JAMB TRIM SILL COVER WEATHERSTRIP ADAPTER PANEL CLAMP HINGE ASSEMBLY 6063 -15 8083 -T6 6063 -T5 6063 -T6 6063-16 OPTIONAL MANUALLY OPERATED FLUSH BOLTS DOOR LOCK (SAVANNAH 20151.) DEAD BOLT LOCK (PREMIER) FIN-SEAL POE W'STRIPPING BULB WEATHERSTRIPPING HINGE REINFORCING BAR SUWVAN & ASSOCIATES YALE YALE VINYL ALUMINUM ULTRAFAB AT SIDELRE PANELS 1/8° THK. X 7 -7/6° LONG 3/8° D1A. THREADED ROD W/ NUTS FRAME ASSY. SCREWS $10 PAN HEAD SMS BOTTOM RAIL GLASS STOP PANEL SILICONE STOP NEOPRENE NEOPRENE 3/8° DIA. X 1/8° HT. BUMPER WEDGE GASKET. FLUSH BOLT BRACKET SILICONE FRANK LOWS RUBBER CO. 8083-15 BRACKET INSTALLATION SCREWS DOOR PANEL WSTRIPPING #10 X 1° FH SMS SCHLEGEL PANEL CLAMP .563 1.500 1 2.000 ® FRAME SILL 1.145 .475 SILL COVER .913 1.750 [ .621 .094 SIDE LITE STILE 4.625 4.000 094 2.674 1.984 .590 1.750 .750 Date N0A0 .094 3.350 .913 •3a 18517188o4thtbe Error: DR. HUILAYOUN FAROOQ STRUCTURES FLA. PS CAN. '35388687 r %il�fA„ 7 AUG 1 0 2004 Q7 HINGE STILE ®® LOCK STILE /KEEPER STILE ® SIDELITE ADAPTER drawing no. L W04 -51 sheet Sof 6 ) • • • • .... • • • • •• • • •• • • • • .... - • • •••• • • • • • • • • • •••. • • •• • • • • • • • •• • • • •• •• •• • • • • • •• • • •• • • • • • •••• • • •••• • FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER Engr: URES iARdW CAN %U557 /ft- AUG 1 0 2004 n • .o g C r k _b. drawing no. W04 -51 (shoot 8 of 8 ) MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -!„ D UNTY, FLORIDA AGLER BUILDING REET, SUITE 1603 LORIDA 33130 -1563 (305) 375 -2908 NOTICE OF ACCEPTANCE NOA �� l "� eon line.com Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2001 Aluminum Outswing French Doors w /wo sidelites APPROVAL DOCUMENT: Drawing No. FD- 07 -01, titled "Series 2001 Aluminum French Door", sheets 1 through 5 of 5, dated 04/23/2007 and last revised on 05 -08 -07, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None: Hurricane Protection Devices complying w/ FBC, as applicable are required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 02- 0108.01 and consists of this page 1 and evidence pages E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 07- 0503.10 Expiration Date: May 02, 2012 Approval Date: May 31, 2007 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. FD- 07 -01, titled "Series 2001 Aluminum French Door", sheets 1 through 5 of 5, dated 04/23/2007 and last revised on 05- 08 -07, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Forced Entry Test, per FBC, TAS 202 -94 Along with marked -up drawings and installation diagram of series 2001 aluminum Outswing French Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2836, dated May 17, 2001, signed and sealed by Luis Figueredo, P.E. C. CALCULATION 1. Anchor verification Comparative analysis, dated April 23, 2007 and last revised on May 10, 2007, prepared by Francisco Hernandez Structural Engineering, signed and sealed by Francisco Hernandez, P.E. 2. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance dated May 9th, 2007, signed & sealed by Francisco Hernandez, P.E. 2. Lab compliance statement part of above referenced test report. G. OTHER 1. This NOA revises and renews NOA # 02- 0108.01, expired May 02, 2007. L14A44c14 Ishaq I. Chanda, P.E. Product Control Examinar NOA No. 07- 0503.01 Expiration Date: May 02, 2012 Approval Date: May 31, 2007 E -1 NOTE: FOR NUMBER OF ANCHORS PER DOOR AND SIDELDE SIZES SEE SHEET 2. 1 le lox 511-0 ie 11*3. 37. la 37. WE STOREFRONT DOOR WDRI SEAM =IN 37' YAK STOREFRONT SBEUTE MOTN t a 33 1/2' I I I i e. eat. DD. ' CJ --0 —l"J ^ �l — • 0 0 REV. . M 1 1 1 1+ 1 P' 1 E III I i slat 1111 M. ~Y11N 11�YNE IMPL Sr YAK _ 72. MAIL 37' YAK STOREFRONT SWORE WB1H DOOR MD3N STOREFRONT SWIM NTH ELEVATION 1 REV. 10'001C 37' MAX. FREER31 PRODUCT RENEW MDTH Re complyieg Belding Code the [le:ldg Acceptance De 07 —pS0 JO Expired= Daft MAY0Z.34)11.- DirtrIso BY 154,011 .00.7..dwtAtiezote V C if- 9 -01 RIMED FL PE / 01343 Sunshine Windows Manufacturing, Inc. 1745 w. X3.84 Plot. Flortd8 =I 1 I8 P0: 384 -8115 Xka.n By. RF Data 04 -23 -07 Saab: • : 5-8-07 W aken: DRAWING N0. FD-07-0 1 SHEET 1 OF 5 DESIGN PRESSURES IN PSF FOR DOOR/SIDELITE SYSTEM D00R LEAF WIDTH (NOMINAL) DOOR LEAF PER HEAD AND SILL DOOR HEIGHT (NOMINAL) DOOR LEAF ANC HAMS W/0 SIDEUTE SIDEUTE WIDTH SIDEUTE ANCHORS AND SILL SIDEUTE HEIGHT SIDEUTE ANCHORS PER JAMB W /SIDEUTE POS. NEG. POS. NEG. 37° 4 74.4 74.4 30" 3 75.0 75.0 3' -0" 4 75.0 75.0 24' 3 75.0 75.0 18° 2 75.0 75.0 12" 2 75.0 75.0 8' -0° 6 8" -0" 8 •, 37" 4 75.0 75.0 30° 3 75.0 82.8 2-B" 3 75.0 84.6 24" 3 75.0 83.8 18" 2 75.0 84.6 12° 2 75.0 84.8 42" 4 75.0 86.9 37" 4 75.0 90.0 3' -0" 4 75.0 90.0 30" 3 75.0 90.0 24" 3 75.0 90.0 18' 2 75.0 90.0 7 12" 2 8' -8" 7 75.0 80.0 42" 4 75.0 86.3 37" 4 75.0 91.8 2' -8" 3 75.0 98.9 30" 3 75.0 96.9 24" 3 75.0 98.9 18" 2 75.0 98.9 12" 2 75.0 98.9 MTAM .DADE COUNTY APPROVED SHUTTERS ARE REQUIRED NOTES: 1. FLUSH BOLTS TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE LEAF AT HEAD AND SILL) ALL 000R FLUSH BCOS SWUI. BE ENGAGED IN ORDER TO ACHIEVE DESIGN PRESSURES ABOVE. 2. GLAZING. 3/18' TEMPERED GLASS FOR FRENCH DOORS AND SDEUTES. 1/4" TEMPERED GLASS FOR STOREFRONT SIDEIJTES. 3. COLONIAL FALSE MIR(1B(S CAN BE APPLIED. 4. COMPUANCE LATIN FBC 2004 5. 1 BY OR 2 8Y WOOD BUCKS NOT BY SUNSHINE NANDOWS, TO BE DESIGNED SEPARATELY AND MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AM) TRANSFER THEM TO THE BUILDING STRUCTURE. PRODUCT RENEWED se Ridding Code the Fbr1A8 Retepmnce No0 -O 03- E don DateM.Fds. �1L Ry M�e.tww4. D iMen 9 -B -o/ 0. PE j 51303 Sunshine Windows Manufacturing, Inc. 1148 W. 33rd Pros Doonndde 33012 Ph; 355)314-01152 pm. er: RF oat. 04 -23 -07 Saar: R.ywoa: 5 -8 -07 DPAWWO NO. FD-07-0 1 SHEET 2 OF 5 18 111MP. CLASS FOR DOOR ve MAX. SHOO TAPCONS (By ELCO ) WM1 1/2* MIN. EMBEDMENT INTO MASONRY Or FROM COMERS MID THE REST ow o.c. MAX. (TYP FOR 0008 .LAD) EXTERIOR 3/18' TEMP. PASS FOR FRENCH &DEUTZ EXTERIOR 1100 1 1/2' S.M.S. ee FROM 2011015 AND TOP OF FRME, MD THE REST 1/4' TAPCONS (BY_ LICO ) WITH 1 1/2' EMBEDMENT 012' 0.C. MAX (TYP FOR CONNECTION IMSONITY O6 FROM coreacia MD THE BETWEEN SF YERTIML AND DOOR 341413) REST 012* 0.C. MAX OW FOR JAMBS) /4 MAX, SHIM 110 X 1 1/2* S.M.S. 04' FROM BOTTOM ATM TOP OF FRAME, AM THE *101 012' 0.0 MAX. (TYP 1051 CONNECTION BETWEEN SF yam AND DOOR 01121) P 1/4' TEMP. GLASS FOR SF SIDEITIE DETAILS EXTERIOR 3/16' TEMP. GLASS FOR DOOR PRODUCT RENEWED as complying with the Florida Bolding Code Acceptance No t77-01.6i3./55 Expiration Date Bp 144 ( • a.-L. Waal Isis bhision Nut q..84, FRANCECO FOMNANDEZ Ft. PE Ot 51393 Sunshine Windows 14anufacturing, Inc. 1745 W. 13td Plans Florida 31012 Ph —MX am —5116 z Dm. RF out. 04-23-07 ilerwen:5 —8-07 Re4sleco 05815140 80. FD —07 —0 1 SHEET 4 OF 5 1/4' TAPCONS (BY ELM) WITH 1 1/2' MIN. EMBEDMENT INTO MASONRY 80 5' MAX. FROM CORNERS AND THE REST 011' 0.C. MAX. (T1P FOR HEAD & SILL) 3/16' TEMP. GLASS FOR DOOR 1/4' TEUP.GIASS FOR SF SIDELIIE (r 0 0 10 X 1" SAS. 01' FROM BOTTOM TOP OF FRAME, NEXT ANCHOR SPACED TO 3" AND THE REST 012' O.C. MAX. 1/4' TAPCONS (BY ELCO) WITH 1 1/2' MIN. EMI OMERT INTO MASONRY 5" 5' MAX FROM CORNERS AND THE REST 011" 0.C. MAX. (TYP FOR HEAD & SILL) 110 X 1 1 S.M.S. 04" FROM BOTTOM AND TOP OF FRAME, AND THE REST EXTERIOR BETh 4 we )FDR DETAILS MC110 X 1 1/2' S.M.S. 04' FROM BOTTOM TOP OF FRAME, AND THE REST 012' 0.C. MAX. (IMP FOR CONNECTION BETWEEN SF VERTICAL AND DOOR 4AMB) PRODUCT RENEWED as emptying with tbs Mid. Bidding Code Aipko8lom NaG .1 EtpbaNm Onto a 12 By 1sL 1. Division FRANCISCO HERNANDEZ FL PE 1 51393 Sunshine Windows YanufactBing, Inc. 1745 W. 33rd Pine Focpo5 -__ )e54 -�2 Pin Dro.. Br RF Data; 04 -23 -07 sw.:1 /2 " =1' %m.on: 5 -8 -07 DRONNO N0. FD -07 -01 SHEET 3 OF 5 SF SILL SW -30656 SF HEAD AND JAMB SW -30658 350 FD FLAT FILL COVER SW -40928 SF SILL STOP SW -30657 .078'r SF VERTICAL SW -43890 5.00' BILL OF MATERIAL No PART QTY PART DESCRIPTION MATERIAL 1 SW -30658 AS REVD STOREFRONT HEAD AND JAMB 6063 —T5 2 SW -30656 AS REVD STOREFRONT SILL 8063 —T5 3 SW -30657 AS REVD STOREFRONT GLASS STOP 6063 —T5 4 SW -43890 AS REVD STOREFRONT VERTICAL 6083 —T6 5 SW -40928 AS REVD COVER PLATE 8063 —T5 6 SW -37 AS REVD FRENCH DOOR JAMB 6063 —T6 7 SW -38 AS REVD FRENCH DOOR HEAD 6063 —T6 8 SW -40 AS REVD FRENCH DOOR SILL 6063 —T6 9 SW -39 AS REVD FD TOP AND BOTTOM RAIL 6063 —T5 10 SW -36 AS REVD FRENCH DOOR VERTICAL STILE 6063 —T6 11 SW -47 AS REVD FRENCH DOOR ADAPTER 6063 —T5 12 SW -2688 AS —REVD GLAZING GASKET VINYL 13 SW -2390 AS REVD GLAZING GASKET VINYL 14 SCREWS AS —REVD # 8 X 1" SMS 15 SCREWS AS —REVD # 10 X 1" SMS 16 SCREWS A5 —REVD # 10 X 1 1/2" SMS 17 SCREWS AS —REVD # 8 X 1" SMS 18 SW -3332 AS REVD FIN PILE WEATHER STRIP POLYPROPYLENE 19 SW —L1 1 YALE LOCK (LATCH) METAL 20 SW —L2 1 YALE LOCK (DEAD BOLT) METAL 21 SW -57 3 PER LEAF 8" HINGE 8063 T5 22 SW —FB 2 PER LEAF FLUSH BOLTS METAL 0 FD HEAD FD SILL SW -38 SW -40 FD TOP & BOTTOM RAIL SW -39 4.375" 10 FD VERTICAL STILE SW -36 Jl I 11 21 FD ADAPTER FD HINGE SW -47 SW -57 PRODUCT RENEWED as complying "fhb the Florida Raiding Code Acceptance No 7-03'03. 10 Espiratioa Date /4.1-x02.120/ VS 6111611, Dhidn5 2✓ FRAN(55C0 HERNANDEZ FL. PE j 51393 Sunshine Windows Ymwfocturing, Inc. 1745 W. 33rd Piona ▪ ((• n5 982 2 Foa:(3D5 5118 Orman By. RF Dote: 04 -23 -07 Nona, 1/2' =1" g,,,ta ,p5 -8 -07 Revision. D RAWING NO. FD -07 -01 SHEET 5 OF 5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE NOA Sunshine Windows Manufacturing, Inc. 1745 W. 33"' Place Hialeah, FL 33012 SCOPE: IAMI -DADE COUNTY, FLORIDA TRO-DADE FLAGLER BUILDING AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 ) 375 -2901 FAX (305) 372 -6339 midade ov/buildin code This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1650 Aluminum Horizontal Sliding Window — L.M.L APPROVAL DOCUMENT: Drawing No. HS0 8-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0107.08 Expiration Date: April 10, 2013 Approval Date: April 10, 2008 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HS08 -01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5331, dated 09/18/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5015, dated 07/27/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Sunshine Windows Manufacturing, Inc., dated 12/15/07, signed and sealed by Francisco Hernandez, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & CO., Inc. for "DuPont Butacite PVB. Interlayer." dated January 05, 2006, expiring on December 11, 2010. E -1 Manuel Pe .E. Product Control ner NOA No. 0: .08 Expiration Date: April 10, 2013 Approval Date: April 10, 2008 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated December 15, 2007, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated December 15, 2007, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5331, issued by Fenestration Testing Laboratory, Inc., dated September 21, 2007, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report no. FTL -5015, issued by Fenestration Testing Laboratory, Inc., dated August 07, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. None E -2 Manuel Per Product Control E NOA No. 08-0107.08 Expiration Date: April 10, 2013 Approval Date: April 10, 2008 n E • • DESIGN PRESSURE CHART - PSF SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XO) HEAT STRENGTHENED LAMINATED IMPACT 1 3 1/8" 10° I MAX. A j MAX. WINDOW HEIGHT I! ■�� o " fl IMPACT I GLASS IMPACT GLASS RESISTANT GLASS Sunshine Window Manufacturing, Ind. 1743 W. 33.d P aee Hale(3 5)384 952 x F=005)8215-5118 WINDOW DIMENSION ANCHOR SCHEDULE HURRICANE PROCTECTION IS NOT REQUIRED ' C : p WIDTH HEIGHT PER HEAD 6: SILL pER 8 13/4" SILL 3" SILL : E - FALSE MUNTINS APPLIED) EM. INT. Da. INT. SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XO) IMPACT RESISTANT GLASS STANDARD SIZES 26 1/2' 37" 53 1 /e' 74' 28 1/2' 37' 53 1/5" 74" 28" 38 3/e. 3 3 5 53.33 120.00 80.00 120.00 4 53.33 120.00 80.00 120.00 M 6 53.33 119.30 80.00 119.3 (SURFACE MAY BE USED 8 3 53.33 53.33 90.0 120.0 80.00 80.00 90.00 120,00 is �■ 4 53.33 120.0 80.00 120.00 MAX. 6 53.33 95.50 80.00 95.50 MAX. WINDOW WIDTH 8 53.33 78.90 78.90 78.90 37" 53 1/8. 74" 50 5/8" 4 6 53.33 104.70 80.00 104.70 TYPICAL ELEVATION (XO) 6 53.33 88.40 80.00 88.40 8 53.33 67.30 67.30 67.30 37• 53 1/8• 74' 83" 4 6 7 53.33 53.33 88.20 75.00 80.00 75.00 88.20 75.00 GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO B 53.33 62.00 62.00 62.00 MODULAR SIZES 24" 35' 48" 60" 72" 24" 3 3 53.33 120.0 80.00 120.0 4 53.33 120.0 80.00 120.0 DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORTS FTL -5015 AND FTL -5331. 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340° OVERALL LAMINATED GLASS USING TWO LITES OF 0.125° HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LTTES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR Approved aswmpIying with the '' " Cow Data ' s ' > +41 5 53.33 120.0 80.00 120.0 6 53.33 120.00 80.00 120.0 7 53.33 90.00 80.00 90.00 2a' se' 48" 60" 72' 35' 3 4 53.33 120.00 80.00 120.0 4 53.33 120.00 80.00 120,0 5 53.33 120.00 80,00 120.0 NOA 0 ,A7ry D$ Mta;i Dad.: • ,., •" Control D• • • B. L 6 53.33 99.90 80.00 99.90 7 53.33 88.60 80.00 88.60 36" 48" 80' 72' 48• 4 5 53.33 100.40 80.00 100.40 riv 3 -/5'-08 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Dann gv; RF 5 53.33 93.90 60.00 93.90 Date: 03 -14 -08 6 53.33 87.00 80.00 87.00 MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED same; I/2 ""1' Revmlan: 7 53.33 74.30 74.30 74.30 IMPACT RESISTANT WINDOW Revsen: 35• 48" 80• 72" 80° 4 7 53.33 90.00 80.00 90.00 DRAWING No HS08 -01 5 53.33 87.00 80.0 87.00 6 53.33 83.40 80.0 83.40 SHEET 1 OF 7 7 53.33 67.80 67.e0 67.e0 WINDOW HEIGHT TYPICAL ELEVATION (X0) GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORTS FTL -5015 AND F1L -5331. 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO UTES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB. BETWEEN THE TWO UTES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI. DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW FALSE MUNTINS (SURFACE APPLIED) MAY BE USED Approved as complying with do Florida din Codep Data 718 MAP 7J Miami Dada P omut Canal 3_15 - 6,816 -6,8B FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33912 Ph: (305)384 -9952 Fina(305)828 -5118 Dra„n gy; R F Datk 03-14 - SaaIe 1 2 mt Ravlatem RMeba: DRAWING NO. HS08 -01 SHEET 2 OF 7 DESIGN PRESSURE CHART • PSF SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (RO) HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS WINDOW ANCHOR HURRICANE PROMOTION DIMENSION SCHEDULE IS NOT REQUIRED PER PER 1314" SILL 3" SILL WIDTH HEIGHT HEAD & EXT. INT. EM. INT. SILL JAMB 74• 38 3/6" 11 6 53.33 90.00 80.00 90.00 74" so 5/6" 11 8 53.33 90.00 80.00 90.00 37' 6 53.33 90.00 80.00 90.00 t 53 1 /e• 53• 8 9 53.33 90.00 80.00 90.00 M 74• 11 53.33 85.20 80.00 85.20 72' 48' 11 7 53.33 90.00 80.00 90.00 48' 7 53.33 90.00 80.00 90.00 C Dr 60' 9 9 53.33 90.00 80.00 90.00 X 72• 11 53.33 90.00 80.00 90.00 WINDOW HEIGHT TYPICAL ELEVATION (X0) GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORTS FTL -5015 AND F1L -5331. 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO UTES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB. BETWEEN THE TWO UTES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI. DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW FALSE MUNTINS (SURFACE APPLIED) MAY BE USED Approved as complying with do Florida din Codep Data 718 MAP 7J Miami Dada P omut Canal 3_15 - 6,816 -6,8B FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33912 Ph: (305)384 -9952 Fina(305)828 -5118 Dra„n gy; R F Datk 03-14 - SaaIe 1 2 mt Ravlatem RMeba: DRAWING NO. HS08 -01 SHEET 2 OF 7 12 ', :13 .‘20) , . 15 : 9 ; . , .- • . ; . 18 , NI M ER Sunshine Windows Manufacturing, Inc. 1743 W. 33rd Placa Ifokoh. timid° 33012 Ph: (305)364-0952 nog3a5)82.8-51 la . 20 ; ' ( 21. [ 410,w-L-wr -,.,,,,A.--. (14 ,210 ' ,I9 WINDOW WIDTH HORIZONTAL SECTION o o z s i , '',. 5 . ...... g A - U1 .. g IIlIIIUOI , . cc - ,..17 ) cc App., d co complying with du r.?,-..' AP ced§ a , • 6 1 ,.. . ,. ., ,, ) WEEP . (2) r HOLES 8 1 ; 3 1 US • , 2 '. wl 140P.:1 • 0 • 06 Mo.,: �4c Pro& Control 1:: • Ly (16' tn , (2) 2. WEEP HOLES VERTICAL SECTION WITH SILL RISER ... 1 Orcom 3v: RF DM& 03-14-08 VERTICAL SECTION IMPACT RESISTANT WINDOW Sc da: 171 RevNion: Fterkdon. 1Wyjigi ti7'. 3-1f-ob FRANCISCO HERNANDEZ FLORIDA PE # 51393 DRAM NO. HS08-01 SHEET 3 OF 7 MATERIAL LIST MATERIAL LIST 1781441 PART*, REQD. DESCRIPTION MATERIAL ITEM* PART*, READ. DESCRIPTION MATERIAL. 1 SW -019 1 FRAME HEAD 6083 -T5 13 SW -016 1 MOVING SIDE RAIL 6063 -15 2 SW -019 1 FRAME SILL 6063 -T5 14 SW3257 AS ROD WEATHER STRIP BULB VINYL Sunshine Mows Manufacturing, Inc. 1745 W. 33rd Place Imkah, Florida 73012 Ph; (305)364 -9962 Fax:(305)828 -5116 3 SWxxx21 1 INSERT TRACK 6063 -T5 15 SW -667 AS ROD LATCH ZINC 5 SW -012 2 SLIDER TOP /BOTTOM RAIL 6063 -15 18 SW -510 2 /SILL RETICULATED FILTER FOAM 6 5W3019 AS ROD FIN SEAL PILE FELT 17 SW40771 1 SILL RISER 6063 -T5 8 SW321W 2 WHEEL BRASS 18 SW -014 1 JAMB TO FIXED PANEL 6083 -15 9 SW -017 1 MOVING MEETING RAIL 6063 -15 19 - AS ROD SILICONE PEC. -895 OR SIMILAR 10 SW40111 1 FIXED MEETING RAIL 6063 -T5 20 SW -101 AS ROD IMPACT GLAZING BEAD 6063 -16 11 SW -A5 AS ROD ASSEMBLY SCREWS # 8 X 1° SMS. 21 SW -STL 1 3/8° X 3/4° FLAT BAR STEEL 12 SW -013 1 JAMB TO MOVING PANEL 6063 -T5 22 SW -AS 4 ASSEMBLY SCREWS # 8 X 2 1/2° SMS. -I 0.812 I-- — 0.394 L).� /171) GLAZING BEAD SW -016 6063 -T5 o N 0.050 2.125) ,. �� n—r 1.250 ,.675 1 _ 9.660 r 0.062 T ,.261i -k 1.437 i 0.812 JAMB 1.J12 0.687 L FIXED MEETING RAIL 514-40111 6063 -15 MOVING MEETING RAIL SW -017 6063 -T5 TO FIXED SW -014 6083 -15 PANEL I--- 2.077 -I FRAME JAMB TO MOVING PANEL SW -013 6063 -15 0.078 0.062 1.750 1.8760 I I lir- 1.0000 1.00 0.592 Approved as complying with the Florida : vildin, .. Date O' 0 2.7' 3.082 ,T 0.050 1.5090 " 0.750 �- 2,00 0.810 4-- SLIDER TOP AND BOTTOM RAIL 6063 -7 6063-75 MOVING SIDE RAIL �3 18 SILL RISER 6063-15 INSERT TRACK SW -x=21 6063 -15 NOM •.. -.CM; FRAME HEAD AND SILL SW -019 6063 -T5 Muni D:cde • .. Conttd Di. i i.,- / - By v . . IMPACT RESISTANT WINDOW Dr,„„ 9w; RF Date: 03-14 - Scale: 1/2".1. Revimnn: Revision, 3,iy.o8 FLORIDA NCISCOPE ANDE 511NO DRAW NO. 84 HS08 -01 SHEET 4 OF 7 DETAIL A ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) TYPICAL ANCHORS TYPICAL ANCHORS 1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD. INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) olINM DETAIL B ATTACHMENT TO WOOD 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL C ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUM. 1/8" MIN. THICKNESS) TYPICAL HEAD SECTIONS IMPACT RESISTANT WINDOW 2" BY W000 BUCK Approved es comptlalgwith the Florida din Cock Date 0 NOM Mm f Dade Produ4Cotmd Digyi Ey 3 -19 —eV FRANCISCO HERNANDEZ FLORIDA PE $ 51393 Sunshine Windows Manufacturing, Inc. 1746 W. 33rd Place Hkboh, Florida 33012 Ph: (305)364 -6952 Foc(305)628 -5116 Dm. By; RF Data: 03 -14 -08 Saab: _____ Rev Revhdom DRlWMO N0. HS08-0 1 SHEET 5 OF 7 2 1 /2" MIN. 2 1 /2" MIN. 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL D ATTACHMENT TO PRE -CAST SILL TYPICAL ANCHORS 2" BY WOOD BUCK 1/4' SMS 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL F ATTACHMENT TO WOOD 3/4' MAX. NON — SHRINK GROUT OR 1' BY W000 HULK DETAIL G DETAIL E TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4" SM5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) TYPICAL SILL SECTIONS IMPACT RESISTANT WINDOW Approved as complying with the Florida ',: Data .: ' ZgDB NOA# 8 Irliaxu D �LTIL�' �_ Di By -OS FRANCISCO FRANCISCO FERNANDEZ FLORIDA PE # 51393 Sunshine Windows MlanufacturirIg, Inc. 1743 W. 33rd Plate IOateah, T1orldo 33012 Ph: (305)334-6952 Fax:(305)528 -511 H Dm.n Br. RF Dote: 03 -14 -08 sealer 1/2 " ..1' Rerlelon: Perlelen: DPAWN0 NO. HS08 -01 SHEET 6 OF 7 1/4" MAX. SHIM SPACE 1 1/4° DETAIL H TYPICAL. ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4' SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) MIAMI DADE COUNTY APROVED UWON ATTACHMENT TO MULLIONS DETAIL 2' BY WOOD BUCK TYPICAL ANCHORS 1/4' SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL I ATTACHMENT TO WOOD DETAIL GLAZING DETAIL 0.090" DUPONT BUTACITE PVB OR SIMILAR 1/8" HEAT 1/8' HEAT STRENGTHENED STRENGTHENED 3/8" GLASS BITE (TIPICAL) SILICONE PECORA 895 OR SIMILAR GLAZING: 0,340" OVERALL LAMINATED GLASS USING TWO LJTES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR TYPICAL JAMB SECTIONS IMPACT RESISTANT WINDOW TYPICAL ANCHORS 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL J ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUM. 1/8' MIN. THICKNESS) Approvodas rnmplying with the Florida I Unto Miami Dada Product Caatml Div • By FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 3.5d Place Hlaleoh, Rmlda 33012 Ph: (305)384 -9952 Fina(305)528 -5118 RF Sate: 14 -08 Scats; 1 2 " =1' RMsloe: DRAWING NO. HS08 -01 SHEET 7 OF 7 1 1 1 1 1 1 1 1 1 STRU OR 7: Na 11.5 GEE 901 NOK 91 CTUn CN, 2 1-7))-7 I - IUAN A. FERNANDEZ - BARQUIN, P.E. Structural Engineer 40114• Threshold Inspector 0947 2520 N.W. 97th Avenue, Suite # 240 •Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336-0884 *Email: jfbeng@bellsouth.net JUAN A. FERNANDEZ - BARQUIN, P.E. Structural Engineer 40114. Threshold Inspector 0947 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336-0881 • Fax: (786)336 -0884 • Email: jfbeng@bellsouth.net MICHELLE MINAGORRI 901 N.E. 91 TERR. MIAMI SHORES, FLORIDA TABLE OF CONTENTS: WOOD BUCK DESIGN 1 CONNECTION CALCULATOR 12 TAP CON CHECK 16 \DOCS \VICTOR MORALES\TABLE OF CONTENTS \TABLE OF CONTENT FOR MICHELLE MINAGORRI- REV.DOC JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng(2i bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME / /che i/e /1/nom f a tai ENGINEER DATE /a // rf /' 9 PAGE 6 G(/ J i'C4' 7Y7 +63 P8F -58 PSP 1 i O \, 9 / 4 O' /4,2, 1-,6e-vies (,- ( A ' 9/ z" e-;774. .B3 PWF 41 P8F JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbengnbellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME /I/ G A e/% 14; 9cp #' tJ ,r ENGINEER DATE /P f f 9 /P9. PAGE /4J Cv/ v� -43 PZ. s'/ 5/ale 2 a CeV.. = g 7 /h . 87 (K / 4 1! 7`a./ rvesa e 2g ,/ 2" Ems/6 JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 971 Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng c(�bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME i41ic4e //c / ENGINEER DATE /RP y / ' • PAGE 3 G(// Zee- N7e. /e-e7e.,y ni6 zcs7�7 = 1ps ,' s ( sec cd, s Pa/ z" •7' /, " (2") ( fr-i'). JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng Abellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME c 4e ik / n-5O /r? ENGINEER DATE I O // % A? 9 • PAGE 1 C//6-X', - 57 NORTH HOUSE LEVATION •-re -e= z/x z� _ /D/ z z JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite #'240 • Doral, Florida 33172 Ph.: (786)336 -0881• Fax: (786)336 -0884 • jfbengabellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME N/ l mil'/�e °°� i `®rr, ENGINEER DATE 101 % /® PAGE u / 5/' -It- 10 n� €5 G /'St/ 'I G /v,k r/ -'2 -57 x l®"5 = 599 `.5 ; e)°,75- CI ") sa '7 7 4,6 CBiGS. JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • ifbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME /t/f/ Gam/ i°, ENGINEER �°-' DATE /91/ f / ® 9 PAGE G /v /Ga -2 //. Aso /F,5- 7��,dG ®mss . it AlCar•rS JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 • PROJECT NAME 1 ci€ /� /I/ n ' o v ri ENGINEER DATE /P // PAGE 7 _ ® ®J iic 447 5'f'7 2 PSF 41 PF Try: 1/4".", e(,) . Ke' s. s r - .5-9 /).sf JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME a/ ch e//e ENGINEER • DATE //79 ©9. PAGE go �. x 57 t ,22t. CV) tide �yr��rJ — 74;�,��✓�ss ®,75 `�? </' /, lhs 87�I 636 pg y TA? C ©AS /2" Gz �/2" iL JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME / G�r�% � 0/to ENGINEER DATE /0/%9/7,. • PAGE w/ •ic✓e x/0.77( er �l7ick• r� seC (z"). a7Ljl LJ yrage 74' • c%s C /2 G/ e/ �'�d ' JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME ,frifie4 Affrie_ o r ✓�i ENGINEER _ • DATE /P /f y" /e7 • . PAGE /0 /0/ ff i A-00.5 _ — 59 p5 r. / b°- PSF = 59 Pt-t-- .. GI/ Si �o "17 fhfc zed _ice j 0.75- �" �C ' 87 4. JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881• Fax: (786)336 -0884 • jfbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 4/! /'/ •// 4/ D+ s ENGINEER DATE /9 fi f/ " 9 PAGE // 8J d x'47 /g,/ ✓5E. /4 N ././c6,.„. €_ / 2 N of . W/ Z' , rie id-v7 &/ tea; ,nt ,_,j# " jiGG//I �'�as A 7 ;e q • rce -, o = /77 (27/1 � 'f�f ?f5 c" s • ‘e/a" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Connection Calculator Af&PA4 American Forest & Paper Association American Wood Council Connection Calculator Engineemi and Tratillo wi Ifiyad Products Design Method Allowable Stress Design (ASD) Is Connection Type Lateral loading `"` Fastener Type Bolt IIIs Loading Scenario Single Shear - Concrete Main Member Side Member Type Main Member Type Concrete Is Bolt Embedment Depth in Concrete a in 364 lbs. Main Member: Angle of Load to Grain 413 lbs. IIIs 134 Ibs. IV Side Member Type Southern Pine Side Member Thickness 1.5 In. _.. Side Member: Angle of Load to Grain 190 Fastener Diameter 1/4 In. I. Load Duration Factor C_D = 1.0 L Wet Service Factor C_M = 0.7, Temperature Factor C_t = 1.o Connection Yield Modes 1050 Ibs. Is 270 lbs. II 364 lbs. IIIm 413 lbs. IIIs 134 Ibs. IV 105 lbs. Adjusted ASD Capacity 105 lbs. • Bolt bending yield strength of 45,000 psi is assumed. • The Adjusted ASD Capacity is only applicable for bolts with adequate end distance, edge distance and spacing per NDS chapter 11. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state -of- the -art, neither the American Forest Page 1 of 2 http: / /www.awc.org/calculators /connections /ccstyle. asp? design_ method = ASD &connectiontype =La... 10/19/2009 Connection Calculator Page 2 of 2 & Paper Association nor its members assume any responsibility for any particular design prepared from this on -line Connection Calculator. Those using this on -line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by AF &PA's American Wood Council. http: / /www.awc.org /calculators /connections /ccstyle. asp? design_ method= ASD &connection_type =La... 10/19/2009 0 1 a 0 1 0 a 1 0 0 0 1 1 t 1 1 Connection Calculator *14PA• Ame ar FOleta W council Connection Calculator E�iegl,ee,& and TrtzliEfon d Pzruiveis Design Method Allowable Stress Design (ASD) !. Connection Type Lateral loading Fastener Type Bolt Loading Scenario Single Shear - Concrete Main Member Main Member Type Concrete Bolt Embedment Depth in Concrete 4 in. Main Member Angle of Load to Grain 377 lbs. IIIm Side Member Type Southern Pine Side Member Thickness IV 0.75 in. _ - ..__- Side Member: Angle of Load to Grain i90 Fastener Diameter 1/4 in. Load Duration Factor C_D = 1.0 Wet Service Factor c_M = 0.7 Temperature Factor c_t = 1.o Connection Yield Modes Im 1050 Ibs. Is 135 lbs. II 377 lbs. IIIm 413 lbs. IIIs 87 Ibs. IV 105 lbs. Adjusted ASD Capacity 87 lbs. • Bolt bending yield strength of 45,000 psi is assumed. • The Adjusted ASD Capacity is only applicable for bolts with adequate end distance, edge distance and spacing per NDS chapter 11. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state -of- the -art, neither the American Forest Page 1 of 2 http: / /www.awc.org/calculators /connections /ccstyle. asp? design_ method = ASD &connection_type =La... 10/19/2009 Connection Calculator Page 2 of 2 & Paper Association nor its members assume any responsibility for any particular design prepared from this on -line Connection Calculator. Those using this on -line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by AF &PA's American Wood Council. http: / /www.awc.org/calculators /connections /ccstyle. asp ?design_method =ASD &connection type =La... 10/19/2009 JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881• Fax: (786)336 -0884 • ifbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME Ab c%eA /4/ y/z q ®rep ENGINEER DATE /o 72//9 s . PAGE i0' 0� -1 -90% sc. // 5 d . 7`�s75 ® ®/ �'/-9 tc eo.',20rl /= /O5 �1 $ 24 2/C7 y - ib s 2 -/›‘h //./ -�� 1-7 h/r ��s JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881• Fax: (786)336 -0884 • ifbena @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME H , G-401/e, ENGINEER • DATE /O /w ! • PAGE /7 �� 3/P 400 r ®,26 N8Y2 � fi aiv«r .l- V dvz 4oa ./6 . ec r 1/ 7464. ew/.< -co Ai c� 5. Mechanical Anchoring Systems KWIK -CON 11+ Fastening System 4.3.12 4.3.12.1 Product Description The Hilti KWIK -CON II+ Fastening System for concrete and masonry consists of the KWIK -CON II+ fastener, the KWIK -CON II+ drive tool, and a Hilti matched tolerance carbide - tipped drill bit. Product Features • Choice of head styles —Torx Hex Washer Head for fast, secure dri- ving; Torx or Phillips Flat Head for countersinking applications • Matched tolerance carbide - tipped drill bit supplied with each box of 100 KWIK -CON 11+ fasteners • Exclusive internal TORX drive • Choice of 1/4" or 3/16" diameter fasteners • Fasteners protected by corrosive resistant coating; stainless steel fasteners available in select sizes • High quality Hilti SDS and straight shank drill bits (Refer to section 4.3.12.5) Guide Specifications Concrete Screw Anchors Concrete or masonry screw anchors shall be manufactured from AISI 1021 cold rolled steel case hardened to a minimum Rockwell Hardness C 45 or stainless steel conforming to AISI 410. The concrete or masonry screw anchors shall have a trilobular, cold formed thread design and 8 threads per inch. Screw anchors shall have one of the following head design: Tapered flat head with T-25 TORX recess,Tapered flat head with T -27 TORX recess or 5/16" hex washer with internal T-25 TORX recess. Anchor plating shall be in accordance with ASTM B 633 SC 2 Type II to a minimum thickness of 8 mm. Anchors shall be Hilti KWIK -CON 11 anchors as supplied by Hilti. Installation Concrete or masonry screw anchors shall be installed in holes drilled with matched tolerance Hilti carbide - tipped drill bits supplied with each box of KWIK -CON II anchors. Installations shall be in accordance with manufacturer's installation instructions. 4.3.12.1 Product Description 4.3.12.2 Material Specifications 4.3.12.3 Technical Data 4.3.12.4 Installation Instructions 4.3.12.5 Ordering Information Listings /Approvals ICC -ES (International Code Council) ER -5259 Metro -Dade County Approval 01- 0727.01 ilti, Inc. (US)~1- 800 - 879 -8000 1 www.us.hilti.com I en espanol 1- 800 -879 -5000 1 Hilt' (Canada) Corp. 1 -800- 363 -4458 1 www.ca.hiltLcom 1 Product Technical Guide 2006 265 Mechanical Anchoring Systems 1 4.3.12 KWIK -CON 11+ Fastening System 4.3.12.2 Material Specifications Material Composition 1018 to 1022 cold rolled steel (case hardened to HRC 45 minimum) 3/16" 1/4" 3/16" 1/4" or 410 Stainless Steel Head Styles Tapered flat head with #3 Phillips recess (3/16" and 1/4" diameter anchors) Tapered flat head with T-25 TORX recess (3/16" diameter anchor) Tapered flat head with T-27 TORX recess (1/4" diameter anchor) 5/16" hex washer with internal T -25 TORX recess (3/16" and 1/4" diameter anchors) Head Diameters 0.507" maximum (3/16" and 1/4" tapered Phillips flat head and 1/4" tapered T-27 TORX flat head anchors 0.385" maximum (3/16" tapered T-25 TORX flat head anchor) 0.432" maximum (3/16" and 1/4" T -25 TORX hex washer head anchors Thread Diameter Nominal 3/16 "; Major: 0.217 "; Minor2: 0.145" Nominal 1/4"; Major: 0.283 "; Minor2: 0.190" Shank Diameter 3/16" - 0.170" 1/4" - 0.224" Lengths 1 -1/4 ", 1 -3/4 ", 2 -1/4 ", 2 -3/4 ", 3- 1/4 ",3- 3/4 ",4" (See Ordering Information Section 4.3.10.5) Thread Design Trilobular, cold formed Threads per inch 3/16" anchor = 8 T.P.I. 1/4" anchor = 8 T.P.I. Inches of Thread per fastener 1.875° maximum Plating 8 mm zinc /chromate plating in accordance with ASTM B 633, Sc 2, Type II, on carbon steel anchors Bending Capacity Ductility at 10° minimum 1 Mechanical properties based on limited (30 samples) testing of actual KWIK -CON II samples (i.e. not based on minimum steel properties). 2 Minor diameter based on average root diamter of 30 KWIK -CON II samples (Le. not a controlled dimension). Mechanical Properties1 fy min. f„ ksi (MPa) ksi (MPa) 137 138 157 163 157 184 170 194 -� 266 Hiltl Inc. (US) 1-800-879-8000 I www.us.hilti.com 1 en espa6ol 1-800- 879 -5000 I HIlti (Canada) Corp. 1-800-363-4458 I www.ca.hilti.com T Mechanical Anchoring Systems KWIK -CON I1+ Fastening System 4.3.1 4.3.12.3 Technical Data Tension and Shear Allowable Loads in Concrete 1, 2 Anchor Dia. in. Embedment Depth in. (mm) 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) 3/16 1 (25) 100 (0.44) 260 (1.16) 125 (0.56) 260 (1.16) 185 (0.82) 280 (1.25) 3/16 1-3/4 44 275 1.22 260 1.16 295 1.31 265 1.18 325 1.45 300 1.33 1/4 1 (25) 190 (0.85) 325 (1.45) 240 (1.07) 390 (1.73) 275 (1.22) 540 (2.40) 1/4 1 -3/4 (44) 425 (1.89) 560 (2.49) 625 (2.78) 600 (2.82) 650 (2.89) 600 (2.67) 1 Published load values represent the average test results of testing conducted in local base materials using Hilts matched - tolerance nll . Because of variations in materials, on -site testing is necessary to determine actual performance at any specific site. 2 Allowable working loads are based on a safety factor of 4.0. Tension and Shear Ultimate Loads in Concretes Anchor Dia. in. Embedment Depth in. (mm) 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) Tension lb (kN) Shear Ib (kN) 3/16 1 (25) 400 (1.78) 1050 (4.67) 500 (2.22) 1050 (4.67) 750 (3.34) 1150 (5.12) 3/16 1-3/4 (44) 1100 (4.89) 1050 (4.67) 1180 (5.25) 1070 (4.76) 1300 (5.78) 1200 (5.34) 1/4 1 (25) 760 3.38) 1300 (5.78) 970 (4.31) 1575 (7.01) 1100 (4.89) 2175 (9.68) 1/4 1 -3/4 (44) 1700 (7.56) 2250 (10.0) 2500 (11.1) 2400 (11.3) 2600 (11.6) 2400 (10.7) Tension and Shear Allowable Loads in Hollow Block1,2 Anchor Dia. Embed. Depth Tension Shear in. in. (mm) Ib (kN) Ib (kN) 3/16 1 150 225 (25) (0.67) (1.00) 3/16 1 -3/4 290 300 (44 (1.29) (1.33) 1/4 1 165 275 (25) (0 3) 1/4 1 -3/4 310 400 , (44) 1.38K ,(1.7$)/ 1 ASTM Specification C 90 Grade N. Type II pilot holes drilled with TKB matched tolerance bits for concrete blocks. 2 Allowable working loads are based on a safety factor of 4.0. Combined Shear and Tension Loading (1-1-1dm + s 1.0 (Ref. Section 4.1.2.7) (4, rec rec Tension and Shear Allowable Loads in Red Brick1, 2 d bits Anchor Dia. Embed. Depth Tension Shear in. in. (mm) Ib (kN) Ib (kN) 3/16 1 125 235 (25) (0.56) (1.05) 3/16 1 -3/4 350 300 (44) (1.56) (1.33) 1/4 1 205 415 (25) (0.91) (1.85) 1/4 1 -3/4 350 500 (44) (1.56) (2.22) 1 This test was performed on individual specimens of ASTM C 62 common red brick. Due to the wide variations encountered in the compressive strength of brick, these values should be considered Guide Values. 2 Allowable working loads are based on a safety factor of 4.0. Hilts, Inc. (US) 1- 800 - 879 -8000 I www.us.hilti.com I en espahol 1 -800- 879 -5000 I Hilti (Canada) Corp. 1- 800 - 363 -4458 1 www.ca.hilti.com I Product Technical Guide 2006 267 1 ASTM Specification C 90 Grade N. Type II pilot holes drilled with TKB matched tolerance bits for concrete blocks. 2 Allowable working loads are based on a safety factor of 4.0. Combined Shear and Tension Loading (1-1-1dm + s 1.0 (Ref. Section 4.1.2.7) (4, rec rec Tension and Shear Allowable Loads in Red Brick1, 2 d bits Anchor Dia. Embed. Depth Tension Shear in. in. (mm) Ib (kN) Ib (kN) 3/16 1 125 235 (25) (0.56) (1.05) 3/16 1 -3/4 350 300 (44) (1.56) (1.33) 1/4 1 205 415 (25) (0.91) (1.85) 1/4 1 -3/4 350 500 (44) (1.56) (2.22) 1 This test was performed on individual specimens of ASTM C 62 common red brick. Due to the wide variations encountered in the compressive strength of brick, these values should be considered Guide Values. 2 Allowable working loads are based on a safety factor of 4.0. Hilts, Inc. (US) 1- 800 - 879 -8000 I www.us.hilti.com I en espahol 1 -800- 879 -5000 I Hilti (Canada) Corp. 1- 800 - 363 -4458 1 www.ca.hilti.com I Product Technical Guide 2006 267 1 This test was performed on individual specimens of ASTM C 62 common red brick. Due to the wide variations encountered in the compressive strength of brick, these values should be considered Guide Values. 2 Allowable working loads are based on a safety factor of 4.0. Hilts, Inc. (US) 1- 800 - 879 -8000 I www.us.hilti.com I en espahol 1 -800- 879 -5000 I Hilti (Canada) Corp. 1- 800 - 363 -4458 1 www.ca.hilti.com I Product Technical Guide 2006 267 I■lechanical Anchoring Systems 4.3.12 KWIK -CON 11+ Fastening System 4.3.12.4 Installation Instructions Determining the Correct KWIK -CON II+ Fastener & Hole Depth The Hilti KWIK -CON II+ masonry fastening system consists of the KWIK- CON II+ fastener, the KWIK -CON II+ drive tool, and a TKC or TKB matched tolerance carbide- tipped drill bit. Consistent performance and maximum pullout strength can be assured only when all three elements of the system are properly used. Fastener Length The length of the KWIK -CON II+ fastener to be used is determined by combining the thickness of the fixture being attached (A) with the desired depth of embedment in the masonry material (B). It is recommended that a minimum of 1" and a maximum of 1 -3/4" embedment be used in determining fastener length. KWIK -CON II+ fasteners are available in 1/4" and 3/16" diameters. The diameter of the fastener and the depth of embedment affect pullout strengths. Application strength requirements and safety factors should be considered when determining the depth of embedment and fastener diameter. For assistance, contact your local Hilti Sales Representative. Hole Depth A TKC matched tolerance carbide tipped drill bit is supplied with each box of KWIK -CON II+ fasteners. The correct hole depth (B +C) can normally be obtained by drilling the full length of this bit. In all cases, the hole must be at least 1/2" deeper than the depth of the fastener embedment. Hole Diameter The diameter of the drilled hole is also important to the performance of the KWIK -CON II+ masonry fastening system. Using Hilti TKC (concrete) or TKB (block) matched tolerance carbide - tipped bits will help assure consistent fastener performance and maximum pullout strength. RELIEF AREAS THREAD —mamma LOSES HOLE DIAMETER Head Styles TORX Hex Washer Head Uses either TORX or hex drives Washer head provides a bearing surface for fast, secure fastening. TORX or Phillips Fiat Head Used when a countersunk appearance is desirable Torx Hex Washer Head Internal Torx Torx or Phillips Flat Head amnia 268 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com 1 en espaliol 1-800-879-5000 1 Hilti (Can A = Fixture bein attached B = KWIK -CON II embedment minimum of 1 ", m mum of 1 -3/4° is recommended A + B = Length KWIK -CON 1I+ to be used B + C = Depth of hole drilled must be at least 1/2° deeper than KWIK -CON II+ embedment •P ustiMai■ 00- 363 -4458 1 www.ca.hil8.com 1 Product Technical Guide 2006 Mechanical Anchoring Systems, KWIK -CON 11+ Fastening System 4.34 4.3.12.5 Ordering Information KWIK -CON I1+ Fasteners (100 per box including 1 bit except bulk which are 1,000 pieces per box without bit) Description Item No. Diameter (in.) Total Length (in.) TORX Bit Thread Length (in.) Shank Length (in.) ,...+\....).-,-, , ,'— 5/16" Magnetic Nut Setter or T-25 KWIK -CON II+ 316 -114 THWH 256009 3/16 1-1/4 1-1/4 0 KWIK -CON II+ 316 -114 THWH Bulk 220590 3/16 1-1/4 1-1/4 0 KWIK -CON II+ 316 -134 THWH 256010 3/16 1 -3/4 1 -3/4 0 KWIK -CON II+ 316 -134 THWH Bulk 220591 3/16 1 -3/4 1 -3/4 0 KWIK -CON II+ 316 -214 THWH 256011 3/16 2-1/4 1 -3/4 1/2 KWIK -CON II+ 316 -234 THWH 256012 3/16 2 -3/4 1 -3/4 1 KWIK -CON II+ 316 -234 THWH Bulk 220592 3/16 2 -3/4 1 -3/4 1 KWIK -CON 11+ 316 -314 THWH 256013 3/16 3-1/4 1 -3/4 1-1/2 KWIK -CON II+ 316 -334 THWH 256014 3/16 3 -3/4 1 -3/4 2 KWIK -CON II+ 316 -4 THWH 256015 3/16 4 1 -3/4 2-1/4 \,... U ° - 5/16" Magnetic Nut Setter or T -25 Bit KWIK -CON II+ 14 -114 THWH 256016 1/4 1-1/4 1-1/4 0 KWIK -CON II+ 14- 114THWH Bulk 220593 1/4 1 -1/4 1 -1/4 0 KWIK -CON II+ 14 -134 THWH 256017 1/4 1 -3/4 1 -3/4 0 KWIK -CON II+ 14 -134 THWH Bulk 220594 1/4 1 -3/4 1 -3/4 0 KWIK -CON II+ 14 -214 THWH 256018 1/4 2-1/4 1 -3/4 1/2 KWIK -CON II+ 14 -234 THWH 256019 1/4 2 -3/4 1 -3/4 1 KWIK -CON II+ 14- 234THWH Bulk 220595 1/4 2 -3/4 1 -3/4 1 KWIK-CON II+ 14 -314 THWH 256020 1/4 3-1/4 1 -3/4 1-1/2 KWIK -CON II+ 14 -334 THWH 256021 1/4 3 -3/4 1 -3/4 2 KWIK -CON II+ 14 -334 THWH Bulk 220596 1/4 3 -3/4 1 -3/4 2 KWIK -CON II+ 14 -4THWH 256022 1/4 4 1 -3/4 2 -1/4 KWIK- CON -l1+ 14 -114 THWH Stainless Steel 256051 1/4 1-1/4 1-1/4 0 KWIK -CON 11 +14 -234 THWH Stainless Steel 256052 1/4 2 -3/4 1 -3/4 1 T-25 TORX Bit KWIK -CON II+ 316 -114 TFH 256023 3/16 1-1/4 1-1/8 0 KWIK -CON II+ 316 -134 TFH 256024 3/16 1 -3/4 1 -5/8 0 KWIK -CON 11+ 316 -134 TFH Bulk 220597 3/16 1 -3/4 1 -5/8 0 KWIK -CON II+ 316 -214 TFH 256025 3/16 2-1/4 1 -3/4 3/8 KWIK -CON II+ 316 -234 TFH 256026 3/16 2 -3/4 1 -3/4 7/8 KWIK -CON II+ 316 -234 TFH Bulk 220598 3/16 2 -3/4 1 -3/4 7/8 KWIK -CON II+ 316 -314 TFH 256027 3/16 3-1/4 1 -3/4 1 -3/8 KWIK -CON II+ 316 -334 TFH 256028 3/16 3 -3/4 1 -3/4 1-7/8 KWIK -CON II+ 316 -334 TFH Bulk 220599 3/16 3 -3/4 1 -3/4 1 -7/8 KWIK -CON II+ 316 -4 TFH 256029 3/16 4 1 -3/4 2-1/8 T-27 TORX Bit KWIK -CON II+ 14 -114 TFH 256030 1/4 1-1/4 1-1/16 0 KWIK -CON II+ 14 -134 TFH 256031 1/4 1 -3/4 1 -9/16 0 KWIK -CON II+ 14 -134 TFH Bulk 219953 1/4 1 -3/4 1 -9/16 0 KWIK -CON II+ 14 -214 TFH 256032 1/4 2-1/4 1 -3/4 5/16 _ KWIK -CON II+ 14 -234 TFH 256033 1/4 2 -3/4 1 -3/4 13/16 KWIK -CON II+ 14 -314 TFH 256034 1/4 3-1/4 1 -3/4 1 -5/16 KWIK -CON II+ 14 -314 TFH Bulk 219954 1/4 3-1/4 1 -3/4 1 -5/16 KWIK -CON II+ 14 -334 TFH 256035 1/4 3 -3/4 1 -3/4 1 -13/16 KWIK -CON II+ 14 -4 TFH 256036 1/4 4 1 -3/4 2-1/16 mead Imgtb Hilti, Inc. (US) 1- 800 -879 -8000 I www.us.hifi.com I en espanol 1- 800 - 879 -5000 I Hilti (Canada) Corp. 14300-363-4458 1 www.ca.hiiti.com 1 Product Technical Guide 2006 269 Mechanical Anchoring Systems I a-w -. 4.3.12 KWIK -CON 11+ Fastening System 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 KWIK -CON 11+ Fasteners (100 per box including 1 bit except bulk which are 1,000 pieces per box without bit) Description Item No. Diameter (in.) Total Length (in.) Thread Length (in.) Shank Length (in.) 1....._.4z.,,,,—r,7 — —, ',— .,,,- 0 #3 Phillips Bit KWIK -CON II+ 316 -114 PFH 256037 3/16 1 -1/4 1 -1/16 0 KWIK -CON II+ 316 -134 PFH 256038 3/16 1 -3/4 1 -9/16 0 KWIK -CON II+ 316 -134 PFH Bulk 219955 3/16 1 -3/4 1 -9/16 0 KWIK -CON II+ 316 -214 PFH 256039 3/16 2 -1/4 1 -3/4 5/16 KWIK -CON II+ 316 -234 PFH 256040 3/16 2 -3/4 1 -3/4 13/16 KWIK -CON II+ 316 -234 PFH Bulk 219956 3/16 2 -3/4 1 -3/4 13/16 KWIK -CON II+ 316 -314 PFH 256041 3/16 3 -1/4 1 -3/4 1 -5/16 KWIK -CON II+ 316 -334 PFH 256042 3/16 3 -3/4 1 -3/4 1 -13/16 KWIK -CON II+ 316 -4 PFH 256043 3/16 4 1 -3/4 2 -1/16 KWIK -CON II+ 316 -114 PFH Stainless Steel 256053 3/16 1 -1/4 1 -1/16 0 KWIK -CON II+ 316 -234 PFH Stainless Steel 256054 3/16 2 -3/4 1 -3/4 13/16 #3 Phillips Bit KWIK -CON II+ 14 -114 PFH 256044 1/4 1-1/4 1-1/16 0 KWIK -CON II+ 14 -134 PFH 256045 1/4 1 -3/4 1 -9/16 .0 KWIK -CON II+ 14 -134 PFH Bulk 219957 1/4 1 -3/4 1 -9/16 0 KWIK -CON II+ 14 -214 PFH 256046 1/4 2-1/4 1 -3/4 5/16 KWIK -CON II+ 14 -234 PFH 256047 1/4 2 -3/4 1 -3/4 13/16 KWIK -CON II+ 14 -234 PFH Bulk 219958 1/4 2 -3/4 1 -3/4 13/16 KWIK -CON II+ 14 -314 PFH 256048 1/4 3-1/4 1 -3/4 1 -5/16 KWIK -CON II+ 14 -334 PFH 256049 1/4 3 -3/4 1 -3/4 1 -13/16 KWIK -CON II+ 14 -4 PFH 256050 1/4 4 1 -3/4 2 -1/16 toW long. 4`0144 00∎41 1! ► 1 o\ \ 1 A \' \ \! r I 1 I thread WO KWIK -CON 11+ Hex Driver System Description Item No. BoxlQty 1 KWIK -CON Hex Driver Deluxe Kit 235097 KWIK -CON Hex Driver 235098 1 5/16" Hex Driver (all THWH) 83313 1 5/16" Hex Nut Setter/Depth Locator 235100 1 Insert Bit Holder/Depth Locator 235101 1 #3 Phillips Driver (all PFH) 83312 1 T -25 TORX Driver (3/16" TFH) 374714 1 T -27 TORX Driver (1/4" TFH) 374715 1 KWIK -CON II+ Matched Tolerance Drill Bits Description Item No. Bit Diameter (in.) Box Qtv For 1/4" KWIK -CON II+ Applications in Dense Concrete (2000 psi +) TKC Large Concrete Bit SDS+ Hex 205114 0.2402 1 TKC Large Concrete Bit TM Hex 205115 0.2402 1 For 1/4" KWIK -CON II+ Applications In Light Concrete, Brick or Block TKB Large Block Bit SDS+ Hex 205116 0.2260 1 TKB Large Block Bit TM Hex 205117 0.2260 1 For 3/16" KWIK -CON II+ Applications in Dense Concrete (2000 psi +) TKC Small Concrete Bit SDS+ Hex 205118 0.1902 1 TKC Small Concrete Bit TM Hex 205119 0.1902 1 For 3/16" KWIK -CON II+ Applications in Light Concrete, Brick or Block TKB Small Block Bit SDS+ Hex 205120 0.1752 1 TKB Small Block Bit TM Hex 205121 0.1752 1 270 Hilti, Inc. (US) 1- 800 - 879 -8000 I www.us.hiltl.com I en espanol 1- 800 -879 -5000 I Hilt (Canada) Corp. 1- 800 - 363 -4458 rI www.ca.hilti.com I Product Technical Guide 2006 1 1 1 1 1 1 1 VICTOR 77i0 0 'IS CELLE 501 N.E0 91 A1:O TUAN A. FERNANDEZ - BARQUIN, P.E. Structural Engineer 40114• Threshold Inspector 0947 2520 N.W. 97th Avenue, Suite # 240 •Doral, Florida 33172 Ph.: (786)336-0881 • Fax: (786)336 -0884 *Email: jfbeng@bellsouth.net JUAN A. FERNANDEZ - BARQUIN, P.E. Structural Engineer 40114• Threshold Inspector 0947 2520 N.W. 97th Avenue, Suite # 240 •Doral, Florida 33172 Ph.: (786)336-0881 • Fax: (786)336 -0884 'Email: jfbeng@bellsouth.net MICHELLE MINAGORRI 901 N.E. 91 TERR. MIAMI SHORES, FLORIDA TABLE OF CONTENTS: FOOTING DESIGN 1 WALL DESIGN 3 CONCRETE COLUMN DESIGN 18 EXISITING CONCRETE BEAM CHECK 27 WOOD JOIST DESIGN 31 WOOD GIRDER DESIGN 41 WIND PRESSURE AT WINDOWS AND DOORS 46 \ROCS \VICTOR MORALES \TABLE OF CONTENTS \TABLE OF CONTENT FOR MICHELLE MINAGORRI JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng(abellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME tie- 74/Y. 4/ ;,,7/ ENGINEER DATE 7 / /9 /Pf PAGE f 676i1// - 55' p. r /, ®f -/-7,c-s. �� 24/ Pe-F- 2, NEW R00F: ELASTOMERIC MEMBRANE ON F SHEATHING FASTEN MEMBRANE TO REGLET ON NEW WALL w,= SSF1FF 1 85'P5F. FRAMIAG- SEE STRUCT'L r GYP BO. PAINT FINISH EXISTING BR. EXISTING FN. FL. 441.- P /2 = 9G'42 "Lc' /297 fiz.F7 4 1/..1 Er - JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97s' Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbengc bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME %V/ R/� /,, /17/-)%99/ ENGINEER DATE 7AO/O% PAGE 411-41, e aaop 150 P A /0 ''74, 4,,-1`", / 4p./ = �r7 - VI/ #, /2 Ai • 12-1/ L o _I /6" JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME ?OO/ IVE "err 41 a rr, / ENGINEER - DATE 7/ ,6 / PAGE v // 0/40,/,#, I, x 4 e /2 /24e, ; /S 2 1� 0 MECAWind Version 2.0.2.7 per ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2009 www.mecaenterprises.com Date : 7/6/2009 Company Name :JUAN FERNANDEZ Address City :DORAL State :FLORIDA File Location: C: \Program Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang Project No. Designed By :E Description . Customer Name : Proj Location :9001 Files \MECAWind \Default.wnd at Eave= User Input 146.00 mph II N/A 1.00 9.50 0.11 0.15 0.20 0.20 3.32 : 12 13.04 ft 15.25 ft 1.50 ft 2 Bldg Length Along Ridge = 48.00 ft NE terr MIAMI FL Data: Structure Type Exposure Category Flexible Structure Kd Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area = Building = C No Directional Factor = 1.00 = 900.00 ft = 1.00 • 0.65 = 500.00 ft = 15.00 ft • 15.50 Deg = Gabled • 10.83 ft = 1594.00 ft^ Bldg Width Across Ridge= 29.00 ft Main Wind Force Resisting System(MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) MWFRS -Wall Pressures Perpendicular to Ridge Wall Leeward Walls Side Walls CP +GCpi(Psf) - GCpi(Ps£) -0.50 -28.03 -11.35 -0.70 -35.90 -19.22 Top Elev Sot Elev Kz Kzt qz - Windward Wall- Total Shear Moment ft ft pef +GCpi -GCpi + / -GCpi Kip K -ft 15.25 14.00 12.00 10.00 8.00 6.00 4.00 2.00 13.25 0.85 1.00 12.00 0.85 1.00 10.00 0.85 1.00 8.00 0.85 1.00 6.00 0.85 1.00 4.00 0.85 1.00 2.00 0.85 1.00 .00 0.85 1.00 46.48 23.27 39.95 51.30 3.1 1.9 46.32 23.16 39.84 51.19 8.0 13.0 46.32 23.16 39.84 51.19 12.9 33.9 46.32 23.16 39.84 51.19 17.8 64.6 46.32 23.16 39.84 51.19 22.7 105.2 46.32 23.16 39.84 51.19 27.6 155.5 46.32 23.16 39.84 51.19 32.6 215.8 46.32 23.16 39.84 51.19 37.5 285.8 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof Location Windward - Min Cp Windward - Max Cp Leeward Perp to Ridge Overhang Top (Windward) CP +GCpi(psf) - GCpi(psf) - 0.63 -33.14 -16.47 -0.13 -13.46 3.22 - 0.51 -28.42 -11.74 -0.63 -24.81 -24.81 5 Overhang Top (Leeward) -0.51 Overhang (Windward only) 0.80 -20.08 31.50 MWFRS -Wall Pressures Parallel to Ridge Wall -20.08 31.50 Cp +GCpi(Psf) - GCpi(Pef) Leeward Walls -0.37 Side Walls -0.70 -22.87 -6.19 -35.90 -19.22 Top Elev Bot Elev Kz Kzt gz - Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi + / -GCpi Kip K -ft 15.25 13.25 0.85 1.00 46.48 23.27 39.95 46.14 1.7 1.0 14.00 12.00 0.85 1.00 46.32 23.16 39.84 46.03 4.3 7.1 12.00 10.00 0.85 1.00 46.32 23.16 39.84 46.03 7.0 18.4 10.00 8.00 0.85 1.00 46.32 23.16 39.84 46.03 9.7 35.1 8.00 6.00 0.85 1.00 46.32 23.16 39.84 46.03 12.4 57.1 6.00 4.00 0.85 1.00 46.32 23.16 39.84 46.03 15.0 84.5 4.00 2.00 0.85 1.00 46.32 23.16 39.84 46.03 17.7 117.2 2.00 .00 0.85 1.00 46.32 23.16 39.84 46.03 20.4 155.3 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge 0.0 ft to 6.5 ft 6.5 ft to 13.0 ft 13.0 ft to 26.1 ft 26.1 ft to 48.0 ft Cp +GCpi(psf) - GCpi(Psf) - 0.90 -43.77 - 0.90 -43.77 - 0.50 -28.03 - 0.30 -20.15 - 27.10 - 27.10 - 11.35 -3.47 Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Transverse Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0.49 0.18 -0.18 46.32 14.36 31.03 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.45 0.18 -0.18 46.32 -29.18 -12.51 4 -0.39 0.18 -0.18 46.32 -26.40 -9.73 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1E 0.74 0.18 -0.18 46.32 25.94 42.61 2E -1.07 0.18 -0.18 46.32 -57.90 -41.22 3E -0.64 0.18 -0.18 46.32 -37.98 -21.31 4E -0.58 0.18 -0.18 46.32 -35.20 -18.53 1T * * * * 3.59 7.76 2T * * * * -10.07 -5.91 3T * * * * -7.30 -3.13 4T * * * * -6.60 -2.43 Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Longitudinal Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0.4 0.18 -0.18 46.32 10.19 26.87 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.37 0.18 -0.18 46.32 -25.48 -8.80 4 -0.29 0.18 -0.18 46.32 -21.77 -5.10 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1E 0.61 0.18 -0.18 46.32 19.92 36.59 2E -1.07 0.18 -0.18 46.32 -57.90 -41.22 3E -0.53 0.18 -0.18 46.32 -32.89 -16.21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4E -0.43 0.18 -0.18 46.32 -28.26 -11.58 1T * * * * 2.55 6.72 2T * * * * -10.07 -5.91 3T * * * * -6.37 -2.20 4T * * * * -5.44 -1.27 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ftA2 GCp GCp psf psf WALL 1.00 9.00 27.00 4 0.924 -1.024 51.132 WALL 1.00 9.00 27.00 5 0.924 -1.248 51.132 WALL 1.00 10.00 33.33 4 0.908 -1.008 50.383 WALL 1.00 10.00 33.33 5 0.908 -1.215 50.383 - 55.016 - 64.635 MECAWind Version 2.0.2.7 ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2009 www.mecaenterprises.com Date : 7/6/2009 Project No. Company Name : Designed By Address Description City Customer Name : State Proj Location : File Location: C: \Program Files \MECAWind \Default.wnd a a 3' L I I I I I I I I I I I I 'a ► 1 17 I I I I I I I I r ,� -1 -- 31 2 13 2 � aJ 1 2 I 3 1 1 1 1 1 1 1 1 1 1 1 2; 1 ; 2 1 1 1 1 1 1 1 1 1 1 31 2 13 Gable Roof 7 < 0 {= 45 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ftA2 GCp GCp psf psf WALL 1.00 9.00 27.00 4 0.924 -1.024 51.132 _55.764 WALL 1.00 9.00 27.00 5 0.924 -1.248 51.132 2 WALL 1.00 10.00 33.33 4 0.908 -1.008 50.383 - 55.016 WALL 1.00 10.00 33.33 5 0.908 -1.215 50.383 - 64.635 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 0.85 Qhcc:.00256 *V ^2 *I *Khcc *Kht *Kd = 46.32 psf 7 1 8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MECAWind Version 2.0.2.7 per ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2009 www.mecaenterprises.com Date : 7/6/2009 Company Name : Address City State File Location: C: \Program Files \MECAWind \Default.wnd Detailed Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am = Cc = Epsilon = Slope of Roof = Ht: Mean Roof Ht = RHt: Ridge Ht = OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = Project No. Designed By Description Customer Name : Proj Location : Wind Load Design(Method 2) per ASCE 7 -05 = 146.00 mph Structure Type = II Exposure Category = N/A Flexible Structure 1.00 Kd Directional Factor 9.50 Zg 0.11 Bt 0.15 Bm 0.20 1 0.20 Zmin 3.32 : 12 Slope of Roof(Theta) 13.04 ft Type of Roof 15.25 ft Eht: Eave Height 1.50 ft Roof Area 48.00 ft Gust Factor Category I Rigid Gust1: For Rigid Structures = Building = C No = 1.00 • 900.00 ft 1.00 • 0.65 500.00 ft • 15.00 ft = 15.50 Deg = Gabled = 10.83 ft = 1594.00 ft^ Bldg Width Across Ridge= 29.00 ft Structures - Simplified Method (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.85 = 15.00 ft = 0.23 = 427.06 ft = 0.93 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) Z B Kh: 2.01 *(Ht /Zg) ^(2 /Alpha) Kht: Topographic Factor (Figure 6 -4) Qh: .00256 *(V) ^2 *I *Kh *Kht *Kd Cpww: Windward Wall Cp(Ref Fig 6 -6) Roof Area Reduction Factor based on Roof Area MWFRS -Wall Pressures Perpendicular to Ridge Wall Leeward Walls Side Walls Cp + GCpi(Psf) - GCpi(psf) -0.50 -28.03 -0.70 -35.90 - 11.35 - 19.22 B = 0.85 1.00 = 46.32 psf = 0.80 = 1594.00 ft ^2 = 0.80 Top Elev Bot Elev Kz Kzt go - Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi + / -GCpi Kip K -ft 15.25 13.25 0.85 1.00 46.48 23.27 39.95 51.30 3.1 1.9 14.00 12.00 0.85 1.00 46.32 23.16 39.84 51.19 8.0 13.0 12.00 10.00 0.85 1.00 46.32 23.16 39.84 51.19 12.9 33.9 10.00 8.00 0.85 1.00 46.32 23.16 39.84 51.19 17.8 64.6 8.00 6.00 0.85 1.00 46.32 23.16 39.84 51.19 22.7 105.2 6.00 4.00 0.85 1.00 46.32 23.16 39.84 51.19 27.6 155.5 4.00 2.00 0.85 1.00 46.32 23.16 39.84 51.19 32.6 215.8 2.00 .00 0.85 1.00 46.32 23.16 39.84 51.19 37.5 285.8 Note: 1) Total 2) Shear = Leeward GCPi + Windward GCPi and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof Location Windward - Min Cp Windward - Max Cp Leeward Perp to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang (Windward only) Cp + GCpi(psf) -0.63 -0.13 -0.51 -0.63 -0.51 0.80 -33.14 -13.46 -28.42 - 24.81 - 20.08 31.50 - GCpi(psf) -16.47 3.22 -11.74 -24.81 -20.08 31.50 MWPRS -Wall Pressures Parallel to Ridge Wall Cp + GCpi(psf) - GCpi(psf) Leeward Walls -0.37 Side Walls -0.70 - 22.87 -6.19 - 35.90 -19.22 Top Elev Sot Elev Kz Kzt gz - Windward Wall- Total Shear Moment ft • ft psf +GCpi -GCpi + / -GCpi Kip K -ft 15.25 13.25 0.85 1.00 46.48 23.27 39.95 46.14 1.7 1.0 14.00 12.00 0.85 1.00 46.32 23.16 39.84 46.03 4.3 7.1 12.00 10.00 0.85 1.00 46.32 23.16 39.84 46.03 7.0 18.4 10.00 8.00 0.85 1.00 46.32 23.16 39.84 46.03 9.7 35.1 8.00 6.00 0.85 1.00 46.32 23.16 39.84 46.03 12.4 57.1 6.00 4.00 0.85 1.00 46.32 23.16 39.84 46.03 15.0 84.5 4.00 2.00 0.85 1.00 46.32 23.16 39.84 46.03 17.7 117.2 2.00 .00 0.85 1.00 46.32 23.16 39.84 46.03 20.4 155.3 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge Cp + GCpi(psf) - GCpi(psf) 0.0 ft to 6.5 ft 6.5 ft to 13.0 ft 13.0 ft to 26.1 ft 26.1 ft to 48.0 ft - 0.90 -43.77 - 0.90 -43.77 -0.50 -28.03 - 0.30 -20.15 -27.10 - 27.10 - 11.35 -3.47 /o Basic Load Cases Transverse Direction b 4 ./ ti Longitudinal Direction /1 /2 Transverse Direction Longitudinal Direction Torsional Load Cases Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Transverse Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0.49 0.18 -0.18 46.32 14.36 31.03 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.45 0.18 -0.18 46.32 -29.18 -12.51 4 -0.39 0.18 -0.18 46.32 -26.40 -9.73 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1E 0.74 0.18 -0.18 46.32 25.94 42.61 2E -1.07 0.18 -0.18 46.32 -57.90 -41.22 3E -0.64 0.18 -0.18 46.32 -37.98 -21.31 4E -0.58 0.18 -0.18 46.32 -35.20 -18.53 1T * * * * 3.59 7.76 2T * * * * -10.07 -5.91 3T * * * * -7.30 -3.13 4T * * * * -6.60 -2.43 Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Longitudinal Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0.4 0.18 -0.18 46.32 10.19 26.87 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.37 0.18 -0.18 46.32 -25.48 -8.80 4 -0.29 0.18 -0.18 46.32 -21.77 -5.10 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1E 0.61 0.18 -0.18 46.32 19.92 36.59 2E -1.07 0.18 -0.18 46.32 -57.90 -41.22 3E -0.53 0.18 -0.18 46.32 -32.89 -16.21 4E -0.43 0.18 -0.18 46.32 -28.26 -11.58 1T * * * * 2.55 6.72 2T * * * * -10.07 -5.91 3T * * * * -6.37 -2.20 4T * * * * -5.44 -1.27 /3 Notes: 1) Min P = qh * (GCPf - ( +GCpi)) Notes: 2) Max P = qh * (GCPf - (- GCpi)) Notes: 3) * For Torsional Load Cases, the zones are designated with a "T ". The pressures(Min P & Max P) are 25% of the full design wind pressures(Ld Case 1T= 25 % *1(ld case 1),2T= 25o *2,3T= 25o *3,4T= 25 % *4). Exceptions to Torsional Load Cases: One story buildings with mean roof height < =30 ft(9.1m), buildings with two stories or less framed with light frame construction, and buildings two stories or less designed with flexible diaphragms need not be designed for the Torsional Load Cases. (Note 5 of Figure 6 -10) 14. MASONRY Prjct: 9001 NE TERR Topic: MASONRY Page: DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association Version 4.0 (Release 4.0.2) Westem States Clay Product Association International Code Council Name: WALL DESIGN Date: 07/06/09 Chkd: E Reinforced Wall Interaction Diagram Using the 2003 IBC ASD Design Code Masonry Unit Size = 8 in. (Partially grouted) Reinforcement Spacing = 48 in. Fy = 60 ksi fm' = 1500 psi As = 0.31 sq.in. c = 3.813 in. H = 108 in. (9 ft) Axial Compression, P (Ibs /ft) 20000 18000 16000 14000 12000 10000 8000 6000 4000 2000 ✓ r -2000 Annn Ak Critical Section Forces J 4 t 1- ✓ 1- - T r 4 Gnn .lnnn OAA Ann Ann onn 4 •Inn 4Gnn 'nnn MASONRY Prjct: 9001 NE TERR Topic: MASONRY Page: DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association Version 4.0 (Release 4.0.2) Western States Clay Product Association International Code Council Name: WALL DESIGN Date: 07/06/09 Chkd: E Design of a Reinforced Masonry Wall with Out -of -Plane Loads Using the 2003 IBC ASD Design Code Material and Construction Data 8 in. CMU, Partial grout, running bond Wall Weight = 41.03 psf Type S Masonry cement / Air - entrained PCL Mortar, Course Grout CMU Density = 115 pcf fm = 1500 psi (Specified) Em = 900fm = 1350000 psi Wall Design Details Thickness = 7.625 in. Height = 108 in. (Simply Supported Wall, Effective height = H) x =3.813 in. #5 Bars, Fy = 60000.0 Reinforcement Spacing = 48 in. On- Center Wall Design Section Properties Ao = 162.6 in. lo = 1328 in. So = 348.4 in. Ro = 2.858 in. Wall Support: Simply Supported Wall Specified Load Components Load P (lb) in) W1(psf) W2 (psf) L (lb /ft) h1 (in) h2 (in) Dead 100 1.27 0 0 0 0 108 Live 75 1.27 0 0 0 0 108 Soil 0 0 0 0 i 0 0 108 Fluid 0 0 0 0 0 0 108 Wind 0 0 55.76 55.76 0 0 108 Seismic 0 0 0 0 0 0 108 Roof 0 0 0 0 0 0 108 Rain 0 0 0 0 0 0 108 Snow 0 0 0 0 0 0 108 Controlling Load Cases Section Forces with Controlling Flexure and Axial Load -0.6D + H + W x/H = 0.520 from bottom of wall V = -9.332 lb/ft ML = 6764.49 lb-in./ft /6 MASONRY Prjct: 9001 NE TERR Topic: MASONRY Page: DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association Version 4.0 (Release 4.0.2) Western States Clay Product Association International Code Council Name: WALL DESIGN Date: 07/06/09 Chkd: E P = 166.3 Ib/ft at en= 0.2382 in MT = ML + Pen = 6804.11 lb-in/ft Moment Capacity = 7095.28 lb-in/ft (591.274 lb-ft/ft) at this axial Toad Shear Capacity = 787.191 lb/ft The wall is adequate for these critical section forces. Section Forces with Controlling Shearing Force —D + W x/H = 0.000 from bottom of wall V = 252.1 lb/ft ML = 0 lb-in./ft P= 469.3lb/ft aten =0in MT = ML + Pen = 0 lb-in/ft Moment Capacity = 8111.47 lb -in /ft at this axial load Shear Capacity = 787.191 lb/ft The wall is adequate for these critical section forces. These were found to be Toad cases that controlled the design. The flexural, shear and axial forces shown are those occuring at the critical section for the case controlled by flexure and at the critical section for the case controlled by shear. The following design calculations are for the section with controlling bending moment Section Design Forces Used V = -9.332 lb/ft (Computed from Loads) ML = 6764.49 lb -in. /ft (Computed from Loads) P = 166.3 lb/ft at e = 0.2382 in (Computed from Loads) Computed Design Values Note: 1/3 stress increase was not used Effective Width = 48 in. Web Width = 8.313 in. on effective width Allowable Shearing Force = 787.2 lb /ft The wall is adequate in shear Required As = 0.2956 in2 each reinforced cell (0.0739 in2 /ft) OK d = 3.813 in. n = 21.48 kbalanced = 0.3092 jbalanced = 0.8969 17 MASONRY Prjct: 9001 NE TERR Topic: MASONRY Page: DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association Version 4.0 (Release 4.0.2) Western States Clay Product Association International Code Council Name: WALL DESIGN Date: 07/06/09 Chkd: E k = 0.2402 j = 0.9199 Pmax (Compression) = 5.653e +004 Ibs (1.413e +004 Ibs /ft) OK Pmax (Tension) = 7440 Ibs (1860 Ibs /ft) OK The wall has adequate capacity. Development and Splice Lengths for Longitudinal Reinforcement K = 3.1250 in. Required Development Length: Id = 22.50 in. Required Lap Splice Length: = 30.98 in. Some codes may require epoxy- coated reinforcement to have longer development and splice lengths. JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • ifbeng(bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME q®®/ ENGINEER "‘ DATE 7//67.0' 9 PAGE /8 • C/� C/G -- cam/ ° /% / O/;4' (Tc)- EXISTING & NEW HEADER & TIE BEAM WIN I TER AS Laorf 00,/,/C- a ,rte= -x 5' m 2 - /b JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng@a,bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 9® ®/ ,X ENGINEER DATE 7 //d / - PAGE /9 aa 20 ,G c fG�, -1 ff, �L = /5V per= LL o 5. ba g, 1 "7 f/ 40, co./. a 67 x 0.67 /2 x / — 776 a . T pl.= 0776 f/x ./x0,67 x. 2 / 6o'c' 1". //, I07/10/09 PCACOL V3.00 - PORTLAND CEMENT ASSOCIATION - 13:58:26 Licensed to: Juan Fernandez - Barquin P.E., Doral, FL 0000000 00000 00000 00000 00000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0000000 00 00 00 00 0000000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00000 00 00 00000 00000 00000 (TM) Computer program for the Strength Design of Reinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the PCACOL(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the PCACOL(tm) program. Although PCA has endeavored to produce PCACOL(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the PCACOL(tm) program. Page 1 untitled 24 ,07/10/09 PCACOL V3.00 - PORTLAND CEMENT ASSOCIATION - 13:58:26 Licensed to: Juan Fernandez - Barquin P.E., Doral, FL 1 1 IIMaterial Properties: General Information: File Name: untitled.col Project: 9001 NE terr MIAMI Column: TC Code: ACI 318 -95 Run Option: Investigation Run Axis: X -axis 1 f'c = 3 ksi Ec = 3122.02 ksi fc = 2.55 ksi Ultimate strain = 0.003 in /in ' Betal = 0.85 Section: 1 1 1 1 1 1 1 1 1 1 1 1 Rectangular: Width = 8 in Gross section area, Ag = 64 in ^2 Ix = 341.333 in ^4 Xo = 0 in Reinforcement: Engineer: E Units: English Slenderness: Considered Column Type: Architectural fy = 60 ksi Es = 29000 ksi Rupture strain = Infinity Depth = 8 in Iy = 341.333 in ^4 Yo = 0 in Page 2 untitled 2/ Rebar Database: ASTM A615 Size Diam (in) Area (in ^2) Size Diam (in) Area (in ^2) Size Diam (in) Area (in ^2) # 3 # 6 # 9 # 14 0.38 0.75 1.13 1.69 0.11 0.44 1.00 2.25 0.50 0.88 1.27 2.26 0.20 0.60 1.27 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 Layout: Rectangular Pattern: All Sides Equal (Cover to transverse reinforcement) Total steel area, As = 0.44 in ^2 at 0.69% 4 #3 Cover = 1.5 in 1 ' Slenderness: Sway Criteria: X -axis: Braced column. Column Axis Height ft Width in Depth in I in ^4 f'c ksi 0.63 1.00 1.41 Ec ksi Design X Above X Below X X -Beams Location 11 8 (no column specified...) (no column specified...) Length ft Width in 8 341.333 Depth in I in ^4 3 3122.02 f'c ksi Ec ksi Above Left Above Right Below Left Below Right (no beam specified...) (no beam specified...) (no beam specified...) (no beam specified...) 0.31 0.79 1.56 I07/10/09 PCACOL V3.00 - PORTLAND CEMENT ASSOCIATION - 13:58:26 Licensed to: Juan Fernandez - Barquin P.E., Doral, FL 1 1 1 1 1 1 1 II Service Loads: Effective Length Factors: Axis Psi(top) Psi(bot) k(Braced) k(Sway) klu /r X 999.000 999.000 1.000 (N /A) 57.16 Moment Magnification Factors: Stiffness reduction factor, phi(K) = 0.75 Cracked - section coefficients: cI(beams) = 0.35; cI(columns) = 0.7 0.2 *Ec *Ig + Es *Ise (X -axis) = 2.61e +005 kip -in ^2 X -axis Braced Ld /Comb Pc(kip) Betad Cm Delta Sway Pc(kip) Delta 1 Ul 80 0.839 0.600 1.000 - -- N/A - -- U2 70 1.119 0.600 1.000 - -- N/A - -- 03 63 1.333 0.600 1.000 - -- N/A - -- U4 58 1.556 0.600 1.000 - -- N/A - -- Load Combinations: Ul = 1.400 *Dead + 1.700 *Live + 0.000 *Lateral U2 = 1.050 *Dead + 1.275 *Live + 1.275 *Lateral U3 = 1.050 *Dead + 0.000 *Live + 1.275 *Lateral U4 = 0.900 *Dead + 0.000 *Live + 1.300 *Lateral 1 1 1 1 1 1 1 1 1 1 Load Axial Load Mx @ Top Mx @ Bot My @ Top My @ Bot No. Case kip k -ft k -ft k -ft k -ft 1 Dead 3.8 0.3 0.0 0.0 0.0 Live 0.6 0.1 0.0 0.0 0.0 Latl 0.0 0.0 0.0 0.0 0.0 Page 3 untitled 22 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) Load Pu Mux fMnx No. Combo kip k -ft k -ft fMn /Mu 1 1 01 6.3 0.5 6.6 12.760 2 U2 4.8 0.4 6.4 16.492 3 U3 4.0 0.3 6.3 22.676 4 U4 3.4 0.2 6.3 26.147 * ** Program completed as requested! * ** O 0 Y +x O 0 8 x 8 in Code: ACI 318 -95 Units: English Run axis: About X -axis Run option: Investigation Slenderness: Considered Column type: Structural Bars: ASTM A615 Date: 07/10/09 Time: 13:59:37 P (kip) 100 — 23. -30 — PCACOL V3.00 (PCA 1999) - Licensed to: Juan Fernandez - Barquin P.E., Doral, FL File: C:\PROGRA- 1 \PCACOL \DATA \TC.COL Project: 9001 NE terr MIAMI Column: TC Engineer: E fc = 3 ksi fy = 60 ksi Ag = 64 inA2 4 #3 bars Ec = 3122 ksi Es = 29000 ksi As = 0.44 inA2 Rho = 0.69% fc = 2.55 ksi e_rup = Infinity Xo = 0.00 in Ix = 341.333 inA4 e_u = 0.003 in /in Yo = 0.00 in ly = 341.333 inA4 Betel = 0.85 Clear spacing = 3.50 in Clear cover = 1.88 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng@bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 900/ oVE /eel' • Ftfd.> ENGINEER DATE %�� O /°1 ' PAGE 2q WtJ- ° 7' P.571"- 5/ //, P L2. v 7 4,/ ( -3 - ( g (52, _ ;Et /..,‘ 30 ,®Z 4■ s JUAN A. FERNANDEZ-BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336-0881. Fax: (786)336-0884 • jfben_gabellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME gag,/ /Ye— 7‘r- /W/->?•gg ENGINEER ATE 7//D/P9 PAGE 2S- . • • ! 1 • ' • : ; I__ ) I 41 1 -'-' • ' • 4 - ' , _._ L i I 1 j ; ; • . - ' ; ...)._.- ' - ; ) 1 I I ■ I • i . r , L I 1 , i-t• f f - t I i (--- r _,....9 P i ±. " ".• I-- i , r 1 P Pr - _ P,',V - -7- ;•• ! ! „•-•"7"-• . 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FERNANDEZ — BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME wev 616 -,t • 11/ ate/ ENGINEER DATE 7/42/ ®" PAGE b ,57:12e',- 1' c0'93x ef x6= p /dig d = 2 ,3 /le / z 1' l 4< 9 // g %T L L9 /rte JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbengAbellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 9.00/ Nom' -/e f y- R�/ ==>-/7"/, ENGINEER DATE 76. /G % ' PAGE 27 '%/ ' O 'F-- irtzum— ,,,Lattt„, t - - A ® ®% A Pill A ! A r /04,06 .L9,/ = 8 /< /2 PLC P ' _ r.�� 26- f � e � x 7 D /75 • L� g 2 0 P5, 7,0 - /1"0 A,C- JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 9'OD / ' 74.dr ENGINEER DATE 7 /.6' O� PAGE 2 8 ZDL = 27/ p 2Lf /,'LL. ar' J 2 6 7/) 3_:y, 54 9' Z Pt F"• t IQ+ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JUAN A. FERNANDEZ-BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336-0881. Fax: (786)336-0884 • jfbeng@bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME ENGINEER gao/ AJ 71esr DATE 7/6101 • PAGE 23. • I 1 , i I I ' : : , ' * I I : 1 " •' ' , , : .1-.- ..;L, --,--1--1 i j_ ' 4. : ' , , i , ' • ..T- 7 -7.- 7 '• , : 1 1 -F- . • .---4.. _ j_ _ , I 1 • ■ 1 , _r_ L i -- . , . --r---T- ■ . 1 : , —1—, t — -T--, r- -.--1 1 : E • , ' : . , . , , d • ' • ' 1-- I-I_ r _HI r- - --T, I t I . •-,---• t ' 1 1 ■ 1 : i , f li -I- • 1, , : 1 ____,L I, _j__E__ i _ I_ , r --__ , ,....., , , , ,x,,,,,v--"ert, 1,..,› • I , 1 ' • 1 i, i 1 ! ---- ----- -- -, _ • - . -1 , - I . " --'-- I i " -4-- : : 1 . : : I r I I . r I ' i ■ • r•-- . , • I - I • • ' -,----,- --4 -, 4----1- :: I • , 4- • ,-- : !- i 1 I 1-- 1 i ' i.- -4 i • I I ' I ' H 1- 1 I I •-■ -I- --/ ,__ — ; , ; b- t T f i 4- I '----i • : _4_ ; i , -t-- i ' I fl • i , 1 i 1 , . • , . I t 1 1 , 1 t J. ; 1 I . , - I- - 1. 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I ! ; I ■ I , I- : t • '-- )-7- --4---- '-------4---;-"--- • , • - 1 , t 0..j.:::-.1 . ! -......-- --y--5 le-iti, 2 >c L,"/ • ,. 1 • • .___i ,_ J 1 ' - i , : f , I : ; i 1 i I 1 . 1- ' 1 i , I 1 ■ : • . _ 7 : [--- . • , , t ; f : . , i , , , . ____•,,,,, _._, ___,,_, _,_, _ . ,_„„ ' , ' ;,•,, _„,:• , - , , • i 1 i I , : [ , 4_,_ , • : -.. , •,______L„ , ': , 1 : : L I ' ',. . , , , ■ 1 ' ' --t- -fr-- . 1 J---1----4-- : • I . , ! i - i .j ' r ---- j•-• - • -;-. -------t--.1. r -1- - -- ..-- - , i. ' I 1 • JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Dural, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbengAbellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME WO/ NE 74-4, ENGINEER DATE 7/19 /®9 • PAGE 30 C� P /2 ° -5 31!50 0. P 951 .14; .37 "Iv _ 6, -4- a,2/ R 6.7 K vU ® kv/ -74, 1 „.„ 9 7 / 1 i ®/� JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 90/ /{/E /err. ENGINEER C • DATE 76/®9 • PAGE �✓ INi111111111111A ACk • F � ® '4 i' LIMIIIIMIIMM/i '�� ■��i�il, i tc C 111111V p��1 / / Lasvios 1 / /PT2 p54-- 1 1 1 1 1 1 1 1 1 1 1 1 1 JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 90 / t/ ENGINEER DATE 7/ /P / ' PAGE 32 r I 1 � 1 1 t I 1 L j 6 , ,� -1 , �e�v- ,Xr I i l ,.per I I ' I I j I 1 ; , ' 111 I 11 , ! j / I + D 1 1 1 :' • . -__ I 1. SIMPLE BEAM— UNIFORMLY DISTRIBUTED LOAD Uniform Load . . center) . . . center) . - wt � tot 2 .. . - `O-1 2 it —x) x x• ) Total Equiv. , I "—�' MEM R V Vx M max. (at —� 11111111111111111R • t Il - ; Shear '� \t'11 V Mx ax. (at ex -- - f - - -- a f' : -� 'IIIII'I�� 384 E a 24EwX (0-21x • i_ moment T - t L 1 1 ' �._ 1 i 1--- ( ! i :s Imo. c�Y ! I i H- i r I I ,i , I. j - • JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng(aibellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 9e%/ ,4.'v' ENGINEER C DATE 7/6/ ®9 PAGE 33 • /D 5O p5 /. see 4= 2"-- 2/ 67/0 4r,/ "O/a p51 id = azo /V-6a7 Ps/ ✓=- / 7 5 - p 5 , IF V 57 p5 ( /t_) 527 a f— V /75 pf 57 p ss 1 1 1 1 1 1 1 1 1 1 1 1 1 1' 1 1 1 1 Table 4B Reference Design Values for Visually Graded Southern Pine Dimension Lumber (2" - 4" thick)42,3,4,5 (Tabulated design values are for normal Toad duration and dry service conditions, unless specified otherwise. See NDS 4.3 for a comprehensive description of design value adjustment factors.) USE WITH TABLE 4B ADJUSTMENT FACTORS Species and commercial grade Size classification Design values in pounds per square inch (psi) Grading Rules Agency Bending Fb Tension parallel to grain F, Shear parallel to grain F„ Compression perpendicular to grain Fci Compression parallel to grain F, Modulus of Elasticity E Emin SOUTHERN PINE Dense Select Structural 3,050 1,650 175 660 2,250 1,900,000 690,000 Select Structural 2,850 1,600 175 565 2,100 1,800,000 660,000 Non -Dense Select Structural 2,650 1,350 175 480 1,950 1,700,000 620,000 No.1 Dense 2,000 1,100 175 660 2,000 1,800,000 660,000 No.1 2 ° -4 °wide 1,850 1,050 175 565 1,850 1,700,000 620,000 No.1 Non -Dense 1,700 900 175 480 1,700 1,600,000 580,000 No.2 Dense 1,700 875 175 660 1,850 1,700,000 620,000 Not 1,500 825 175 565 1,650 1,600,000 580,000 No.2 Non -Dense 1,350 775 175 480 1,600 1,400,000 510,000 No.3 and Stud 850 475 175 565 975 1,400,000 510,000 Construction 1,100 625 175 565 1,800 1,500,000 550,000 Standard 4° wide 625 350 175 565 1,500 1,300,000 470,000 Utility 300 175 175 565 975 1,300,000 470,000 Dense Select Structural 2,700 1,500 175 660 2,150 1,900,000 690,000 Select Structural 2,550 1,400 175 565 2,000 1,800,000 660,000 Non -Dense Select Structural 2,350 1,200 175 480 1,850 1,700,000 620,000 No.1 Dense 1,750 950 175 660 1,900 1,800,000 660,000 No.1 1,650 900 175 565 1,750 1,700,000 620,000 No.1 Non -Dense 5' - 6° wide 1,500 800 175 480 1,600 1,600,000 580,000 No.2 Dense 1,450 775 175 660 1,750 1,700,000 620,000 No.2 1,250 725 175 565 1,600 1,600,000 580,000 Not Non -Dense 1,150 675 175 480 1,500 1,400,000 510,000 No.3 and Stud 750 425 175 565 925 1,400,000 510,000 Dense Select Structural 2,450 1,350 175 660 2,050 1,900,000 690,000 Select Structural 2,300 1,300 175 565 1,900 1,800,000 660,000 Non -Dense Select Structural 2,100 1,100 175 480 1,750 1,700,000 620,000 SPIB No.1 Dense 1,650 875 175 660 1,800 1,800,000 660,000 No.1 8 °wide 1,500 825 175 565 1,650 1,700,000 620,000 No.1 Non -Dense 1,350 725 175 480 1,550 1,600,000 580,000 No.2 Dense 1,400 675 175 660 1,700 1,700,000 620,000 No.2 1,200 650 175 565 1,550 1,600,000 580,000 No.2 Non -Dense 1,100 600 175 480 1,450 1,400,000 510,000 No.3 and Stud 700 400 175 565 875 1,400,000 510,000 Dense Select Structural 2,150 1,200 175 660 2,000 1,900,000 690,000 Select Structural 2,050 1,100 175 565 1,850 1,800,000 660,000 Non -Dense Select Structural 1,850 950 175 480 1,750 1,700,000 620,000 No.1 Dense 1,450 775 175 660 1,750 1,800,000 660,000 No.1 10° wide 1,300 725 175 565 1,600 1,700,000 620,000 No.1 Non -Dense 1,200 650 175 480 1,500 1,600,000 580,000 No.2 Dense 1,200 625 175 660 1,650 1,700,000 620,000 - ---- 1,050 -- _e 575 m9 •--. 175 565 1,500 1,600,000 580,000 No.2 Non -Dense 950 550 175 480 1,400 1,400,000 510,000 No.3 and Stud 600 325 175 565 850 1,400,000 510,000 Dense Select Structural 2,050 1,100 175 660 1,950 1,900,000 690,000 Select Structural 1,900 1,050 175 565 1,800 1,800,000 660,000 Non -Dense Select Structural 1,750 900 175 480 1,700 1,700,000 620,000 No.1 Dense 1,350 725 175 660 1,700 1,800,000 660,000 No.1 12° wide 1,250 675 175 565 1,600 1,700,000 620,000 No.1 Non -Dense 1,150 600 175 480 1,500 1,600,000 580,000 No.2 Dense 1,150 575 175 660 1,600 1,700,000 620,000 No.2 975 550 175 565 1,450 1,600,000 580,000 No.2Non -Dense 900 525 175 480 1,350 1,400,000 510,000 No.3 and Stud 575 325 175 565 825 1,400,000 510,000 AMERICAN WOOD COUNCIL { 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Table 1B Section Properties of Standard Dressed (S4S) Sawn Lumber Nominal Size bxd Standard Dressed Size (S4S) bxd inches x inches Area of of Section A in? X -X Axis Y -Y Axis Approximate weight in pounds per linear foot (Ib./ft.) of piece when density of wood equals: Section Modulus S. in .3 Moment of Inertia I. in.4 Section Modulus Sw in .3 Moment of Inertia I», in.4 25 lb. /ft.3 30 Ibfft.3 35 Ib. /ft.3 40 Ib./ft.3 45 Ib./ft.3 50 Ib. /ft.3 1 x 3 3/4 x 2 -1/2 1.875 0.781 0.977 0.234 0.088 0.326 0.391 0.456 0.521 0.586 0.651 1 x 4 3/4 x 3 -1/2 2.625 1.531 2.680 0.328 0.123 0.456 0.547 0.638 0.729 0.820 0.911 1 x 6 3/4 x 5 -1/2 4.125 3.781 10.40 0.516 0.193 0.716 0.859 1.003 1.146 1.289 1.432 1 x 8 3/4 x 7 -1/4 5.438 6.570 23.82 0.680 0.255 0.944 1.133 1.322 1.510 1.699 1.888 1 x 10 3/4 x 9 -1/4 6.938 10.70 49.47 0.867 0.325 1.204 1.445 1.686 1.927 2.168 2.409 1 x 12 3/4 x 11 -1/4 8.438 15.82 88.99 1.055 0.396 1.465 1.758 2.051 2.344 2.637 2.930 2 x 3 1 -1/2 x 2 -1/2 3.750 1.563 1.953 0.938 0.703 0.651 0.781 0.911 1.042 1.172 1.302 2 x 4 1 -1/2 x 3 -1/2 5.250 3.063 5.359 1.313 0.984 0.911 1.094 1.276 1.458 1.641 1.823 2 x 5 1 -1/2 x 4 -1/2 6.750 5.063 11.39 1.688 1.266 1.172 1.406 1.641 1.875 2.109 2.344 2 x 6 1 -1/2 x 5 -1/2 8.250 7.563 20.80 2.063 1.547 1.432 1.719 2.005 2.292 2.578 2.865 2 x 8 1 -1/2 x 7 -1/4 10.88 13.14 47.63 2.719 2.039 1.888 2.266 2.643 3.021 3.398 3.776 x 10 - __ 1 -1 /2 x 9-1/4 1 -V88 21.39 98.93 3.469 -276-02 - 2.409 2.891 3.372 3.854 4.336 4.818 2 x 1- ^ x -1 16.88 3 .. - .0 • % T• _ "3.164 2.930 3.516 4.102 4.688 5.273 5.859 2 x 14 1 -1/2 x 13 -1/4 19.88 43.89 290.8 4.969 3.727 3.451 4.141 4.831 5.521 6.211 6.901 3 x 4 2 -1/2 x 3 -1/2 8.750 5.104 8.932 3.646 4.557 1.519 1.823 2.127 2.431 2.734 3.038 3 x 5 2 -1/2 x 4 -1/2 11.25 8.438 18.98 4.688 5.859 1.953 2.344 2.734 3.125 3.516 3.906 3 x 6 2 -1/2 x 5 -1/2 13.75 12.60 34.66 5.729 7.161 2.387 2.865 3.342 3.819 4.297 4.774 3 x 8 2 -1/2 x 7 -1/4 18.13 21.90 79.39 7.552 9.440 3.147 3.776 4.405 5.035 5.664 6.293 3 x 10 2-1/2 x 9-1/4 23.13 35.65 164.9 9.635 12.04 4.015 4.818 5.621 6.424 7.227 8.030 3 x 12 2 -1/2 x 11 -1/4 28.13 52.73 296.6 11.72 14.65 4.883 5.859 6.836 7.813 8.789 9.766 3 x 14 2 -1/2 x 13 -1/4 33.13 73.15 484.6 13.80 17.25 5.751 6.901 8.051 9.201 10.35 11.50 3 x 16 2 -1/2 x 15 -1/4 38.13 96.90 738.9 15.89 19.86 6.619 7.943 9.266 10.59 11.91 13.24 4 x 4 3 -1/2 x 3 -1/2 12.25 7.146 12.51 7.146 12.51 2.127 2.552 2.977 3.403 3.828 4.253 4 x 5 3 -1/2 x 4 -1/2 15.75 11.81 26.58 9.188 16.08 2.734 3.281 3.828 4.375 4.922 5.469 4 x 6 3 -1/2 x 5 -1/2 19.25 17.65 48.53 11.23 19.65 3.342 4.010 4.679 5.347 6.016 6.684 4 x 8 3 -1/2 x 7 -1/4 25.38 30.66 111.1 14.80 25.90 4.405 5.286 6.168 7.049 7.930 8.811 4 x 10 3 -1/2 x 9 -1/4 32.38 49.91 230.8 18.89 33.05 5.621 6.745 7.869 8.993 10.12 11.24 4 x 12 3 -1/2 x 11 -1/4 39.38 73.83 415.3 22.97 40.20 6.836 8.203 9.570 10.94 12.30 13.67 4 x 14 3 -1/2 x 13 -1/4 46.38 102.4 678.5 27.05 47.34 8.051 9.661 11.27 12.88 14.49 16.10 4 x 16 3 -1/2 x 15 -1/4 53.38 135.7 1034 31.14 54.49 9.266 11.12 12.97 14.83 16.68 18.53 5 x 5 4 -1/2 x 4 -1/2 20.25 15.19 34.17 15.19 34.17 3.516 4.219 4.922 5.625 6.328 7.031 6 x 6 5 -1/2 x 5 -1/2 30.25 27.73 76.26 27.73 76.26 5.252 6.302 7.352 8.403 9.453 10.50 6 x 8 5-1/2 x 7-1/2 41.25 51.56 193.4 37.81 104.0 7.161 8.594 10.03 11.46 12.89 14.32 6 x 10 5 -1/2 x 9 -1/2 52.25 82.73 393.0 47.90 131.7 9.071 10.89 12.70 14.51 16.33 18.14 6 x 12 5 -1/2 x 11 -1/2 63.25 121.2 697.1 57.98 159.4 10.98 13.18 15.37 17.57 19.77 21.96 6 x 14 5 -1/2 x 13 -1/2 74.25 167.1 1128 68.06 187.2 12.89 15.47 18.05 20.63 23.20 25.78 6 x 16 5 -1/2 x 15 -1/2 85.25 220.2 1707 78.15 214.9 14.80 17.76 20.72 23.68 26.64 29.60 6 x 18 5 -1/2 x 17 -1/2 96.25 280.7 2456 88.23 242.6 16.71 20.05 23.39 26.74 30.08 33.42 6 x 20 5 -1/2 x 19 -1/2 107.3 348.6 3398 98.31 270.4 18.62 22.34 26.07 29.79 33.52 37.24 6 x 22 5 -1/2 x 21 -1/2 118.3 423.7 4555 108.4 298.1 20.53 24.64 28.74 32.85 36.95 41.06 6 x 24 5 -1/2 x 23 -1/2 129.3 506.2 5948 118.5 325.8 22.44 26.93 31.41 35.90 40.39 44.88 8 x 8 7 -1/2 x 7 -1/2 56.25 70.31 263.7 70.31 263.7 . 9.766 11.72 13.67 15.63 17.58 19.53 8 x 10 7 -1/2 x 9 -1/2 71.25 112.8 535.9 89.06 334.0 12.37 14.84 17.32 19.79 22.27 24.74 8 x 12 7-1/2 x 11-1/2 86.25 165.3 950.5 107.8 404.3 14.97 17.97 20.96 23.96 26.95 29.95 8 x 14 7 -1/2 x 13 -1/2 101.3 227.8 1538 126.6 474.6 17.58 21.09 24.61 28.13 31.64 35.16 8 x 16 7 -1/2 x 15 -1/2 116.3 300.3 2327 145.3 544.9 20.18 24.22 28.26 32.29 36.33 40.36 8 x 18 7 -1/2 x 17 -1/2 131.3 382.8 3350 164.1 615.2 22.79 27.34 31.90 36.46 41.02 45.57 8 x 20 7 -1/2 x 19 -1/2 146.3 475.3 4634 182.8 685.5 25.39 30.47 35.55 40.63 45.70 50.78 8 x 22 7-1/2x21-1/2 161.3 577.8 6211 201.6 755.9 27.99 33.59 39.19 44.79 50.39 55.99 8 x 24 7 -1/2 x 23 -1/2 176.3 690.3 8111 220.3 826.2 30.60 36.72 42.84 48.96 55.08 61.20 10 x 10 9 -1/2 x 9 -1/2 90.25 142.9 678.8 142.9 678.8 15.67 18.80 21.94 25.07 28.20 31.34 10 x 12 9-1/2 x 11-1/2 109.3 209.4 1204 173.0 821.7 18.97 22.76 26.55 30.35 34.14 37.93 10 x 14 9-1/2 x 13 -1/2 128.3 288.6 1948 203.1 964.5 22.27 26.72 31.17 35.63 40.08 44.53 10 x 16 9 -1/2 x 15 -1/2 147.3 380.4 2948 233.1 1107 25.56 30.68 35.79 40.90 46.02 51.13 10 x 18 9 -1/2 x 17 -1/2 166.3 484.9 4243 263.2 1250 28.86 34.64 40.41 46.18 51.95 57.73 10 x 20 9 -1/2 x 19 -1/2 185.3 602.1 5870 293.3 1393 32.16 38.59 45.03 51.46 57.89 64.32 10 x 22 9 -1/2 x 21 -1/2 204.3 731.9 7868 323.4 1536 35.46 42.55 49.64 56.74 63.83 70.92 10 x 24 9 -1/2 x 23 -1/2 223.3 874.4 10270 353.5 1679 38.76 46.51 54.26 62.01 69.77 77.52 AMERICAN WOOD COUNCIL JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng(a,bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME %'00 / i/g 9/ mere- ENGINEER DATE PAGE ✓��' 7i 615 ` 9 z 25 "95 2� x JO A/ 2 SO /9/4- g6 1/3, / PL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • ifbene@bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 900 / 4i/LC- 9/ Te// • /a�� ENGINEER DATE 7,/,/99 • PAGE 3 7 ? • .1 I s . - -t__,- i ! J I 1 i t ,` i _1_ _ I _ i ir 1 t — —.:1 ' AsseimOmomMIUMIMONIMMEMIMMIN 1 1 I 1.I 1; F 1 f t I t ' t Jam_ t I I .-t- t' I 1 j — DISTRIBUTED 1 I•, 1 1 1. SIMPLE BEAM— UNIFORMLY LOAD Load . . . .. center) . . . . ■ center) ° w! wl 2 fO(2.x) ` wt• 6 lat 2 (I— x) 2tz= {-x3) , I I ' Total Equiv. Uniform ' 1 ( ' I , R wt R ` V — r i i- IuIuuII1111I11I — < i R Vx E I �� M max. (at k Sheer —"111111111 Mx Amax. (at ex —..__ . 1 I -, IIIIIIII, 384 EI (13 m2ET ! _� f Moment -i i - I I I .— — ._._�_.. _ _ 1. n. , . _ a —; - i; i -- — __..�— — — I _. _ _ T ft7 )(F ' is I i t l'' ,� % ' `r 1 1 { 1 1 i I i y; �� I 1 t—, r T { i I l I _ —. 1 T JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97''' Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • ifbengnabellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME °/OO/ /E 9/ ENGINEER DATE 7//0/ 9 PAGE -3 ,5--/xd <2 /22O 595 i/ it. 1/5/0 . Al --; -/ate �5 /i5 x 32/d' ti11= 14..E , Sig <' /7/5-/s 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Table 4B Reference Design Values for Visually Graded Southern Pine Dimension Lumber (2" - 4" thick)1,2,3,4,5 (Tabulated design values are for normal Toad duration and dry service conditions, unless specified otherwise. See NDS 4.3 for a comprehensive description of design value adjustment factors.) USE WITH TABLE 4B ADJUSTMENT FACTORS Species and commercial grade Size classification Design values in pounds per square inch (psi) Bending Fb Tension parallel to grain Ft Shear parallel to grain F„ Compression perpendicular to grain Fci Compression parallel to grain F, Modulus of Elasticity Grading Rules Agency E Emin SOUTHERN PINE "*"^"°4! Dense Select Structural 3,050 1,650 175 660 2,250 1,900,000 690,000 Select Structural 2,850 1,600 175 565 2,100 1,800,000 660,000 Non -Dense Select Structural 2,650 1,350 175 480 1,950 1,700,000 620,000 No.1 Dense 2,000 1,100 175 660 2,000 1,800,000 660,000 No.1 2° -4° wide 1,850 1,050 175 565 1,850 1,700,000 620,000 No.1 Non -Dense 1,700 900 175 480 1,700 1,600,000 580,000 No.2 Dense 1,700 875 175 660 1,850 1,700,000 620,000 No.2 1,500 825 175 565 1,650 1,600,000 580,000 No.2 Non -Dense 1,350 775 175 480 1,600 1,400,000 510,000 No.3 and Stud 850 475 175 565 975 1,400,000 510,000 Construction 1,100 625 175 565 1,800 1,500,000 550,000 Standard 4° wide 625 350 175 565 1,500 1,300,000 470,000 Utility 300 175 175 565 975 1,300,000 470,000 Dense Select Structural 2,700 1,500 175 660 2,150 1,900,000 690,000 Select Structural 2,550 1,400 175 565 2,000 1,800,000 660,000 Non -Dense Select Structural 2,350 1,200 175 480 1,850 1,700,000 620,000 No.1 Dense 1,750 950 175 660 1,900 1,800,000 660,000 No.1 1,650 900 175 565 1,750 1,700,000 620,000 No.1 Non -Dense 5° - 6° wide 1,500 800 175 480 1,600 1,600,000 580,000 No.2 Dense 1,450 775 175 660 1,750 1,700,000 620,000 No.2 1,250 725 175 565 1,600 1,600,000 580,000 No.2 Non -Dense 1,150 675 175 480 1,500 1,400,000 510,000 No.3 and Stud 750 425 175 565 925 1,400,000 510,000 Dense Select Structural 2,450 1,350 175 660 2,050 1,900,000 690,000 Select Structural 2,300 1,300 175 565 1,900 1,800,000 660,000 Non -Dense Select Structural 2,100 1,100 175 480 1,750 1,700,000 620,000 SPIB No.1 Dense - 1,650 875 175 660 1,800 1,800,000 660,000 No.1 1,500 825 175 565 1,650 1,700,000 620,000 No.1 Non -Dense 1,350 725 175 480 1,550 1,600,000 580,000 No.2 Dense 1 .0 675 125 660 1,700 1,700,000 620,000 No.2 x-650 ..175 565 1,550 1,600,000 580,000 - Not Non -Dense 120 1,100 600 175 480 1,450 1,400,000 510,000 No.3 and Stud 700 400 175 565 875 1,400,000 510,000 Dense Select Structural 2,150 1,200 175 660 2,000 1,900,000 690,000 Select Structural 2,050 1,100 175 565 1,850 1,800,000 660,000 Non -Dense Select Structural 1,850 950 175 480 1,750 1,700,000 620,000 No.1 Dense 1,450 775 175 660 1,750 1,800,000 660,000 No.1 10° wide 1,300 725 175 565 1,600 1,700,000 620,000 No.1 Non -Dense 1,200 650 175 480 1,500 1,600,000 580,000 No.2 Dense 1,200 625 175 660 1,650 1,700,000 620,000 No.2 1,050 575 175 565 1,500 1,600,000 580,000 No.2 Non -Dense 950 550 175 480 1,400 1,400,000 510,000 No.3 and Stud 600 325 175 565 850 1,400,000 510,000 Dense Select Structural 2,050 1,100 175 660 1,950 1,900,000 690,000 Select Structural 1,900 1,050 175 565 1,800 1,800,000 660,000 Non -Dense Select Structural 1,750 900 175 480 1,700 1,700,000 620,000 No.1 Dense 1,350 725 175 660 1,700 1,800,000 660,000 No.1 12° wide 1,250 675 175 565 1,600 1,700,000 620,000 No.1 Non -Dense 1,150 600 175 480 1,500 1,600,000 580,000 No.2 Dense 1,150 575 175 660 1,600 1,700,000 620,000 No.2 975 550 175 565 1,450 1,600,000 580,000 No.2 Non -Dense 900 525 175 480 1,350 1,400,000 510,000 No.3 and Stud 575 325 175 565 825 1,400,000 510,000 AMERICAN WOOD COUNCIL 1 1 t 1 1 i 1 Table 1B Section Properties of Standard Dressed (S4S) Sawn Lumber Nominal Size bxd Standard Dressed Size (S4S) bxd inches x inches Area of Section A in.2 X -X Axis Y -Y Axis Approximate weight in pounds per linear foot (Ib./ft.) of piece when density of wood equals: Section Modulus S. in.3 Moment of Inertia I. in.4 Section Modulus Syy in.3 Moment of Inertia 1yy in.4 25 Ib./ft 3 30 Ib./ft.3 35 Ib./ft.3 40 lb./ft.3 45 lb /ft.3 50 Ib./ft.3 1 x 3 3/4 x 2 -1/2 1.875 0.781 0.977 0.234 0.088 0.326 0.391 0.456 0.521 0.586 0.651 1 x 4 3/4 x 3 -1/2 2.625 1.531 2.680 0.328 0.123 0.456 0.547 0.638 0.729 0.820 0.911 1 x 6 3/4 x 5 -1/2 4.125 3.781 10.40 0.516 0.193 0.716 0.859 1.003 1.146 1.289 1.432 1 x 8 3/4 x 7 -1/4 5.438 6.570 23.82 0.680 0.255 0.944 1.133 1.322 1.510 1.699 1.888 1 x 10 3/4 x 9 -1/4 6.938 10.70 49.47 0.867 0.325 1.204 1.445 1.686 1.927 2.168 2.409 1 x 12 3/4 x 11 -1/4 8.438 15.82 88.99 1.055 0.396 1.465 1.758 2.051 2.344 2.637 2.930 2 x 3 1 -1/2 x 2 -1/2 3.750 1.563 1.953 0.938 0.703 0.651 0.781 0.911 1.042 1.172 1.302 2 x 4 1 -1/2 x 3 -1/2 5.250 3.063 5.359 1.313 0.984 0.911 1.094 1.276 1.458 1.641 1.823 2 x 5 1 -1/2 x 4 -1/2 6.750 5.063 11.39 1.688 1.266 1.172 1.406 1.641 1.875 2.109 2.344 2 x 6 10/2 x 5-1/2 8.250 7.563 20.80 2.063 1.547 1.432 1.719 2.005 2.292 2.578 2.865 2 1 -1 /2 x 7-1 / 10.88 13. Y 6- ' :719 2.039 1.888 2.266 2.643 3.021 3.398 3.776 2 x 10 1 -1/2 x 9 -1/4 13.88 21.39 98.93 3.465''°2:602`° 2.409 2.891 3.372 3.854 4.336 4.818 2 x 12 1 -1/2 x 11 -1/4 16.88 31.64 178.0 4.219 3.164 2.930 3.516 4.102 4.688 5.273 5.859 2 x 14 1 -1/2 x 13 -1/4 19.88 43.89 290.8 4.969 3.727 3.451 4.141 4.831 5.521 6.211 6.901 3 x 4 2 -1/2 x 3 -1/2 8.750 5.104 8.932 3.646 4.557 1.519 1.823 2.127 2.431 2.734 3.038 3 x 5 2 -1/2 x 4 -1/2 11.25 8.438 18.98 4.688 5.859 1.953 2.344 2.734 3.125 3.516 3.906 3 x 6 2 -1/2 x 5 -1/2 13.75 12.60 34.66 5.729 7.161 2.387 2.865 3.342 3.819 4.297 4.774 3 x 8 2 -1/2 x 7 -1/4 18.13 21.90 79.39 7.552 9.440 3.147 3.776 4.405 5.035 5.664 6.293 3 x 10 2 -1/2 x 9 -1/4 23.13 35.65 164.9 9.635 12.04 4.015 4.818 5.621 6.424 7.227 8.030 3 x 12 2-1/2 x 11-1/4 28.13 52.73 296.6 11.72 14.65 4.883 5.859 6.836 7.813 8.789 9.766 3 x 14 2 -1/2 x 13 -1/4 33.13 73.15 484.6 13.80 17.25 5.751 6.901 8.051 9.201 10.35 11.50 3 x 16 2 -1/2 x 15 -1/4 38.13 96.90 738.9 15.89 19.86 6.619 7.943 9.266 10.59 11.91 13.24 4 x 4 3 -1/2 x 3 -1/2 12.25 7.146 12.51 7.146 12.51 2.127 2.552 2.977 3.403 3.828 4.253 4 x 5 3 -1/2 x 4 -1/2 15.75 11.81 26.58 9.188 16.08 2.734 3.281 3.828 4.375 4.922 5.469 4 x 6 3 -1/2 x 5 -1/2 19.25 17.65 48.53 11.23 19.65 3.342 4.010 4.679 5.347 6.016 6.684 4 x 8 3 -1/2 x 7 -1/4 25.38 30.66 111.1 14.80 25.90 4.405 5.286 6.168 7.049 7.930 8.811 4 x 10 3 -1/2 x 9 -1/4 32.38 49.91 230.8 18.89 33.05 5.621 6.745 7.869 8.993 10.12 11.24 4 x 12 3 -1/2 x 11 -1/4 39.38 73.83 415.3 22.97 40.20 6.836 8.203 9.570 10.94 12.30 13.67 4 x 14 3 -1/2 x 13 -1/4 46.38 102.4 678.5 27.05 47.34 8.051 9.661 11.27 12.88 14.49 16.10 4 x 16 3 -1/2 x 15 -1/4 53.38 135.7 1034 31.14 54.49 9.266 11.12 12.97 14.83 16.68 18.53 5 x 5 4 -1/2 x 4 -1/2 20.25 15.19 34.17 15.19 34.17 3.516 4.219 4.922 5.625 6.328 7.031 6 x 6 5 -1/2 x 5 -1/2 30.25 27.73 76.26 27.73 76.26 5.252 6.302 7.352 8.403 9.453 10.50 6 x 8 5 -1/2 x 7 -1/2 41.25 51.56 193.4 37.81 104.0 7.161 8.594 10.03 11.46 12.89 14.32 6 x 10 5 -1/2 x 9 -1/2 52.25 82.73 393.0 47.90 131.7 9.071 10.89 12.70 14.51 16.33 18.14 6 x 12 5 -1/2 x 11 -1/2 63.25 121.2 697.1 57.98 159.4 10.98 13.18 15.37 17.57 19.77 21.96 6 x 14 5 -1/2 x 13 -1/2 74.25 167.1 1128 68.06 187.2 12.89 15.47 18.05 20.63 23.20 25.78 6 x 16 5 -1/2 x 15 -1/2 85.25 220.2 1707 78.15 214.9 14.80 17.76 20.72 23.68 26.64 29.60 6 x 18 5 -1/2 x 17 -1/2 96.25 280.7 2456 88.23 242.6 16.71 20.05 23.39 26.74 30.08 33.42 6 x 20 5 -1/2 x 19 -1/2 107.3 348.6 3398 98.31 270.4 18.62 22.34 26.07 29.79 33.52 37.24 6 x 22 5-1/2x21-1/2 118.3 423.7 4555 108.4 298.1 20.53 24.64 28.74 32.85 36.95 41.06 6 x 24 5 -1/2 x 23 -1/2 129.3 506.2 5948 118.5 325.8 22.44 26.93 31.41 35.90 40.39 44.88 8 x 8 7 -1/2 x 7 -1/2 56.25 70.31 263.7 70.31 263.7 9.766 11.72 13.67 15.63 17.58 19.53 8 x 10 7 -1/2 x 9 -1/2 71.25 112.8 535.9 89.06 334.0 12.37 14.84 17.32 19.79 22.27 24.74 8 x 12 7 -1/2 x 11 -1/2 86.25 165.3 950.5 107.8 404.3 14.97 17.97 20.96 23.96 26.95 29.95 8 x 14 7 -1/2 x 13 -1/2 101.3 227.8 1538 126.6 474.6 17.58 21.09 24.61 28.13 31.64 35.16 8 x 16 7 -1/2 x 15 -1/2 116.3 300.3 2327 145.3 544.9 20.18 24.22 28.26 32.29 36.33 40.36 8 x 18 7 -1/2 x 17 -1/2 131.3 382.8 3350 164.1 615.2 22.79 27.34 31.90 36.46 41.02 45.57 8 x 20 7 -1/2 x 19 -1/2 146.3 475.3 4634 182.8 685.5 25.39 30.47 35.55 40.63 45.70 50.78 8 x 22 7 -1/2 x 21 -1/2 161.3 577.8 6211 201.6 755.9 27.99 33.59 39.19 44.79 50.39 55.99 8 x 24 7 -1/2 x 23 -1/2 176.3 690.3 8111 220.3 826.2 30.60 36.72 42.84 48.96 55.08 61.20 10 x 10 9 -1/2 x 9 -1/2 90.25 142.9 678.8 142.9 678.8 15.67 18.80 21.94 25.07 28.20 31.34 10 x 12 9 -1/2 x 11 -1/2 109.3 209.4 1204 173.0 821.7 18.97 22.76 26.55 30.35 34.14 37.93 10 x 14 9 -1/2 x 13 -1/2 128.3 288.6 1948 203.1 964.5 22.27 26.72 31.17 35.63 40.08 44.53 10 x 16 9 -1/2 x 15 -1/2 147.3 380.4 2948 233.1 1107 25.56 30.68 35.79 40.90 46.02 51.13 10 x 18 9 -1/2 x 17 -1/2 166.3 484.9 4243 263.2 1250 28.86 34.64 40.41 46.18 51.95 57.73 10 x 20 9 -1/2 x 19 -1/2 185.3 602.1 5870 293.3 1393 32.16 38.59 45.03 51.46 57.89 64.32 10 x 22 9 -1/2 x 21 -1/2 204.3 731.9 7868 323.4 1536 35.46 42.55 49.64 56.74 63.83 70.92 10 x 24 9 -1/2 x 23-1/2 223.3 874.4 10270 353.5 1679 38.76 46.51 54.26 62.01 69.77 77.52 AMERICAN WOOD COUNCIL JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME WO/ Al C T« e /C1/;-.77, v», ENGINEER DATE 7 / 7 /p PAGE 4/ // 21•91— 046/14 . 13 ��lbv7�v� / „q4 ' 4. 1.1 2x12 N o2 80. PINE STRINGERS •244 c/a. L®/V-P5 LL = / ®® P5{- x 91 30 433 �c T07�� La,4.0 ' kV= 198 PL-F' JUAN A. FERNANDEZ-BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336-0881. Fax: (786)336-0884 • lfbeng@bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 94912/ A/E ENGINEER 7leier DATE PAGE 41 --, ; 1 _1 ; , k 1 : _ I_ 1 . ... L __ Li r : 1 . , , 1 : , , . . T- ; 1 : i L : 7 ' 7 , 7 : I I 7 I , ,,...77 7 --' : : ; : r ---1-1- - - - --,r -- ------ --, -1---h - - - - - - - • • -i--- - - --.: - [-- - -1--1 - , .1,.. i . • ! ■ /7 .7*)-t74.-Htip Ay _ - ./.41.• , • .1 , , i 1 i , : _ i__ ,_ -r- , . . - , m.... . -.1- i ! 1 : .. I • ., i I ; • • I I I ' I , t 1 . ...A. '''' ' ■ I , ; i , I i ' ) ; i I ' --'1 Ii 1 ' 1 ■ I . SIMPLE BEAM—UNIFORMLY DISTRIBUTED LOAD : 1 ■ i 1 Total Equiv. Uniform Load . . . .. wI I r 11111MI R m V — 1 I tel IIIIIIM111111111 = y i.-...:- -1--- 1- --. : i {--- V X OM w ( 31 ) 1 1.--- wP . — M max. ( at center ) = —7 I Shear -"Milli wx „ , 1 r Mx - -„-x, 2 !,;-.1— 6 Ws -I- Amax. ( at center ) . . . . = ...,......_. ■ 384 El MIIIIIIIL ax 1 (13 21xa +x Moment 3) • • ; , 1 _ .1--_;! I I . ., I I I I "'' ' ---I ' • i , , 1 I • 1 I • I 1---t I i--- i-T ' I - -I T , , I i ,• --I- . : ; : , ;-- , , . . . 1 , : --r- , , , -rn- , __,___ 4 . . . : , : : , __, ; i . , 4 , —r — ;__. i . ---4— „ , , I , , , .4 1 1 : • i, 11 1 i • X I 7 . J.--. I • ; 1 7--- i • • I ; I , j I , ; 1 I I I 1....._)/4., IF - — ir.3 ! thpf 1 s 1 ■ , . I I ' i -I . . 1 4r- : : 1 7—I —1-1 . 1 : , I ; _.L . t__." : i ' 7 i , 1 ' I , i • : . , i ' • i , • : • - , . -47 I ' ' ' i ; . 7 7 I 7 ; 7 . . -7 ., 7 ' .. .:. ; L___.. 7 -- 7-----1----- ; '' ; ' I 7 ' ' - • '7-r : , . I r : i___:, • , , ;--- • • . :. ; :_. . ___ : .. : -r----1-- : . ,- : . • . , 1 • • .-,.- . : ; . • ..1_ i . ■ . i : 1 • , ■ I , i , , : i • _ . _ ,_, : , , . _t : ' ! __A _ ' _, : ,.._ . ■ . I 1 , ' • : ' i 1 ' ' , • ,._ . _ _ • _ - , -I-- , , . , . -__ 1 . , . . , , . , 1 , i . ......, _ .. __., , , , , , , : • - , ! 1 i ! ! , -1 r 1 • - , .71 T I .-. [ _ _._ I ; . ....1 „ „---,---L--1---,-; . . . [ _ —I- , I . . ; ; ; ; ; . . • , i 1 43 Table 4B Reference Design Values for Visually Graded Southern Pine Dimension Lumber (2" - 4" thick)1,2,3,4,5 (Tabulated design values are for normal load duration and dry service conditions, unless specified otherwise. See NDS 4.3 for a comprehensive description of design value adjustment factors.) USE WITH TABLE 4B ADJUSTMENT FACTORS Species and commercial grade Size classification Design values in pounds per square inch (psi) Grading Rules Agency Bending Fb Tension parallel to grain Ft Shear parallel to grain F„ Compression perpendicular to grain Fci Compression parallel to grain Fc Modulus of Elasticity E Emir SOUTHERN PINE Dense Select Structural 3,050 1,650 175 660 2,250 1,900,000 690,000 Select Structural 2,850 1,600 175 565 2,100 1,800,000 660,000 Non -Dense Select Structural 2,650 1,350 175 480 1,950 1,700,000 620,000 No.1 Dense 2,000 1,100 175 660 2,000 1,800,000 660,000 No.1 2 ° -4 °wide 1,850 1,050 175 565 1,850 1,700,000 620,000 No.1 Non -Dense 1,700 900 175 480 1,700 1,600,000 580,000 No.2 Dense 1,700 875 175 660 1,850 1,700,000 620,000 No.2 1,500 825 175 565 1,650 1,600,000 580,000 No.2 Non -Dense 1,350 775 175 480 1,600 1,400,000 510,000 No.3 and Stud 850 475 175 565 975 1,400,000 510,000 Construction 1,100 625 175 565 1,800 1,500,000 550,000 Standard 4° wide 625 350 175 565 1,500 1,300,000 470,000 Utility 300 175 175 565 975 1,300,000 470,000 Dense Select Structural 2,700 1,500 175 660 2,150 1,900,000 690,000 Select Structural 2,550 1,400 175 565 2,000 1,800,000 660,000 Non -Dense Select Structural 2,350 1,200 175 480 1,850 1,700,000 620,000 No.1 Dense 1,750 950 175 660 1,900 1,800,000 660,000 No.1 1,650 900 175 565 1,750 1,700,000 620,000 No.1 Non -Dense 5° - 6° wide 1,500 800 175 480 1,600 1,600,000 580,000 No.2 Dense 1,450 775 175 660 1,750 1,700,000 620,000 Not 1,250 725 175 565 1,600 1,600,000 580,000 Not Non -Dense 1,150 675 175 480 1,500 1,400,000 510,000 No.3 and Stud 750 425 175 565 925 1,400,000 510,000 Dense Select Structural 2,450 1,350 175 660 2,050 1,900,000 690,000 Select Structural 2,300 1,300 175 565 1,900 1,800,000 660,000 Non -Dense Select Structural 2,100 1,100 175 480 1,750 1,700,000 620,000 SPIB No.1 Dense 1,650 875 175 660 1,800 1,800,000 660,000 No.1 8° wide 1,500 825 175 565 1,650 1,700,000 620,000 No.1 Non -Dense 1,350 725 175 480 1,550 1,600,000 580,000 No.2 Dense 1,400 675 175 660 1,700 1,700,000 620,000 No.2 1,200 650 175 565 1,550 1,600,000 580,000 No.2 Non -Dense 1,100 600 175 480 1,450 1,400,000 510,000 No.3 and Stud 700 400 175 565 875 1,400,000 510,000 Dense Select Structural 2,150 1,200 175 660 2,000 1,900,000 690,000 Select Structural 2,050 1,100 175 565 1,850 1,800,000 660,000 Non -Dense Select Structural 1,850 950 175 480 1,750 1,700,000 620,000 No.1 Dense 1,450 775 175 660 1,750 1,800,000 660,000 No.1 10° wide 1,300 725 175 565 1,600 1,700,000 620,000 No.1 Non -Dense 1,200 650 175 480 1,500 1,600,000 580,000 No.2 Dense 1,200_ 625 175 660 1,650 1,700,000 620,000 No.2 . 1,050 • 575 175 565 1,500 1,600,000 580,000 No.2 Non -Dense 950 550 175 480 1,400 1,400,000 510,000 No.3 and Stud 600 325 175 565 850 1,400,000 510,000 Dense Select Structural 2,050 1,100 175 660 1,950 1,900,000 690,000 Select Structural 1,900 1,050 175 565 1,800 1,800,000 660,000 Non -Dense Select Structural 1,750 900 175 480 1,700 1,700,000 620,000 No.1 Dense 1,350 725 175 660 1,700 1,800,000 660,000 No.1 12° wide 1,250 675 175 565 1,600 1,700,000 620,000 No.1 Non -Dense 1,150 600 175 480 1,500 1,600,000 580,000 No.2 Dense 1 . ! 575 660 1,600 1,700,000 620,000 No.2 550 565 1,450 1,600,000 580,000 No.2 Non -Dense '0 525 1 480 1,350 1,400,000 510,000 No.3 and Stud 575 325 175 565 825 1,400,000 510,000 AMERICAN WOOD COUNCIL 1 1 1 1 Table 1B Section Properties of Standard Dressed (S4S) Sawn Lumber Nominal Size bxd Standard Dressed Size (S4S) bxd inches x inches Area of of Section A in? X -X Axis Y -Y Axis Approximate weight in pounds per linear foot (Ibift.) of piece when density of wood equals: Section Modulus S. in .3 Moment of Inertia I,,,, in.4 Section Modulus Syy in.3 Moment of Inertia lyy in.4 25 Ib./ft.3 30 lbJft 3 35 Ibfft.3 40 lb./ft3 45 Ib./ft.3 50 lb./ft.s 1 x 3 3/4 x 2 -1/2 1.875 0.781 0.977 0.234 0.088 0.326 0.391 0.456 0.521 0.586 0.651 1 x 4 3/4 x 3 -1/2 2.625 1.531 2.680 0.328 0.123 0.456 0.547 0.638 0.729 0.820 0.911 1 x 6 3/4 x 5 -1/2 4.125 3.781 10.40 0.516 0.193 0.716 0.859 1.003 1.146 1.289 1.432 1 x 8 3/4 x 7 -1/4 5.438 6.570 23.82 0.680 0.255 0.944 1.133 1.322 1.510 1.699 1.888 1 x 10 3/4 x 9 -1/4 6.938 10.70 49.47 0.867 0.325 1.204 1.445 1.686 1.927 2.168 2.409 1 x 12 3/4 x 11 -1/4 8.438 15.82 88.99 1.055 0.396 1.465 1.758 2.051 2.344 2.637 2.930 2 x 3 1 -1/2 x 2 -1/2 3.750 1.563 1.953 0.938 0.703 0.651 0.781 0.911 1.042 1.172 1.302 2 x 4 1 -1/2 x 3 -1/2 5.250 3.063 5.359 1.313 0.984 0.911 1.094 1.276 1.458 1.641 1.823 2 x 5 1 -1/2 x 4 -1/2 6.750 5.063 11.39 1.688 1.266 1.172 1.406 1.641 1.875 2.109 2.344 2 x 6 11/2 x 5 -1/2 8.250 7.563 20.80 2.063 1.547 1.432 1.719 2.005 2.292 2.578 2.865 2 x 8 1 -1/2 x 7 -1/4 10.88 13.1.4 47.63 2.719 2.039 1.888 2.266 2.643 3.021 3.398 3.776 x 10 - _'- 4 13.88 21 • : • .. • 2.409 2.891 3.372 3.854 4.336 4.818 2.x.12 _ 1 -1 /2 x 1 1 -1 /4 16.88 3 . • 4 128_0_ 4219 3.164 ‘ 2.930 3.516 4.102 4.688 5.273 5.859 2 x 14 1 -1/2 x 13-1/4 19.88 .89 90.8 4.969 3.72 3.451 4.141 4.831 5.521 6.211 6.901 3 x 4 2 -1/2 x 3 -1/2 8.750 5.104 8.932 3.646 4.557 1.519 1.823 2.127 2.431 2.734 3.038 3 x 5 2 -1/2 x 4 -1/2 11.25 8.438 18.98 4.688 5.859 1.953 2.344 2.734 3.125 3.516 3.906 3 x 6 2 -1/2 x 5 -1/2 13.75 12.60 34.66 5.729 7.161 2.387 2.865 3.342 3.819 4.297 4.774 3 x 8 2 -1/2 x 7 -1/4 18.13 21.90 79.39 7.552 9.440 3.147 3.776 4.405 5.035 5.664 6.293 3 x 10 2 -1/2 x 9 -1/4 23.13 35.65 164.9 9.635 12.04 4.015 4.818 5.621 6.424 7.227 8.030 3 x 12 2 -1/2 x 11 -1/4 28.13 52.73 296.6 11.72 14.65 4.883 5.859 6.836 7.813 8.789 9.766 3 x 14 2 -1/2 x 13 -1/4 33.13 73.15 484.6 13.80 17.25 5.751 6.901 8.051 9.201 10.35 11.50 3 x 16 2 -1/2 x 15 -1/4 38.13 96.90 738.9 15.89 19.86 6.619 7.943 9.266 10.59 11.91 13.24 4 x 4 3-1/2 x 3 -1/2 12.25 7.146 12.51 7.146 12.51 2.127 2.552 2.977 3.403 3.828 4.253 4 x 5 3 -1/2 x 4 -1/2 15.75 11.81 26.58 9.188 16.08 2.734 3.281 3.828 4.375 4.922 5.469 4 x 6 3 -1/2 x 5 -1/2 19.25 17.65 48.53 11.23 19.65 3.342 4.010 4.679 5.347 6.016 6.684 4 x 8 3 -1/2 x 7 -1/4 25.38 30.66 111.1 14.80 25.90 4.405 5.286 6.168 7.049 7.930 8.811 4 x 10 3 -1/2 x 9 -1/4 32.38 49.91 230.8 18.89 33.05 5.621 6.745 7.869 8.993 10.12 11.24 4 x 12 3 -1/2 x 11 -1/4 39.38 73.83 415.3 22.97 40.20 6.836 8.203 9.570 10.94 12.30 13.67 4 x 14 3 -1/2 x 13 -1/4 46.38 102.4 678.5 27.05 47.34 8.051 9.661 11.27 12.88 14.49 16.10 4 x 16 3 -1/2 x 15 -1/4 53.38 135.7 1034 31.14 54.49 9.266 11.12 12.97 14.83 16.68 18.53 5 x 5 4 -1/2 x 4 -1/2 20.25 15.19 34.17 15.19 34.17 3.516 4.219 4.922 5.625 6.328 7.031 6 x 6 5 -1/2 x 5 -1/2 30.25 27.73 76.26 27.73 76.26 5.252 6.302 7.352 8.403 9.453 10.50 6 x B 5 -1/2 x 7 -1/2 41.25 51.56 193.4 37.81 104.0 7.161 8.594 10.03 11.46 12.89 14.32 6 x 10 5 -112 x 9 -1/2 52.25 82.73 393.0 47.90 131.7 9.071 10.89 12.70 14.51 16.33 18.14 6 x 12 5 -1/2 x 11 -1/2 63.25 121.2 697.1 57.98 159.4 10.98 13.18 15.37 17.57 19.77 21.96 6 x 14 5 -1/2 x 13 -1/2 74.25 167.1 1128 68.06 187.2 12.89 15.47 18.05 20.63 23.20 25.78 6 x 16 5 -1/2 x 15 -1/2 85.25 220.2 1707 78.15 214.9 14.80 17.76 20.72 23.68 26.64 29.60 6 x 18 5 -1/2 x 17 -1/2 96.25 280.7 2456 88.23 242.6 16.71 20.05 23.39 26.74 30.08 33.42 6 x 20 5 -1/2 x 19 -1/2 107.3 348.6 3398 98.31 270.4 18.62 22.34 26.07 29.79 33.52 37.24 6 x 22 5-1/2 x 21-1/2 118.3 423.7 4555 108.4 298.1 20.53 24.64 28.74 32.85 36.95 41.06 6 x 24 5 -1/2 x 23 -1/2 129.3 506.2 5948 118.5 325.8 22.44 26.93 31.41 35.90 40.39 44.88 8 x 8 7 -1/2 x 7 -1/2 56.25 70.31 263.7 70.31 263.7 9.766 11.72 13.67 15.63 17.58 19.53 8 x 10 7-1/2 x 9-1/2 71.25 112.8 535.9 89.06 334.0 12.37 14.84 17.32 19.79 22.27 24.74 8 x 12 7 -1/2 x 11 -1/2 86.25 165.3 950.5 107.8 404.3 14.97 17.97 20.96 23.96 26.95 29.95 8 x 14 7 -1/2 x 13 -1/2 101.3 227.8 1538 126.6 474.6 17.58 21.09 24.61 28.13 31.64 35.16 8 x 16 7 -1/2 x 15 -1/2 116.3 300.3 2327 145.3 544.9 20.18 24.22 28.26 32.29 36.33 40.36 8 x 18 7 -1/2 x 17 -1/2 131.3 382.8 3350 164.1 615.2 22.79 27.34 31.90 36.46 41.02 45.57 8 x 20 7 -1/2 x 19 -1/2 146.3 475.3 4634 182.8 685.5 25.39 30.47 35.55 40.63 45.70 50.78 8 x 22 7 -1/2 x 21 -1/2 161.3 577.8 6211 201.6 755.9 27.99 33.59 39.19 44.79 50.39 55.99 8 x 24 7 -1/2 x 23 -1/2 176.3 690.3 8111 220.3 826.2 30.60 36.72 42.84 48.96 55.08 61.20 10 x 10 9 -1/2 x 9 -1/2 90.25 142.9 678.8 142.9 678.8 15.67 18.80 21.94 25.07 28.20 31.34 10 x 12 9 -1/2 x 11 -1/2 109.3 209.4 1204 173.0 821.7 18.97 22.76 26.55 30.35 34.14 37.93 10 x 14 9 -1/2 x 13 -1/2 128.3 288.6 1948 203.1 964.5 22.27 26.72 31.17 35.63 40.08 44.53 10 x 16 9 -1/2 x 15 -1/2 147.3 380.4 2948 233.1 1107 25.56 30.68 35.79 40.90 46.02 51.13 10 x 18 9 -1/2 x 17 -1/2 166.3 484.9 4243 263.2 1250 28.86 34.64 40.41 46.18 51.95 57.73 10 x 20 9 -1/2 x 19 -1/2 185.3 602.1 5870 293.3 1393 32.16 38.59 45.03 51.46 57.89 64.32 10 x 22 9 -1/2 x 21 -1/2 204.3 731.9 7868 323.4 1536 35.46 42.55 49.64 56.74 63.83 70.92 10 x 24 9 -1/2 x 23 -1/2 223.3 874.4 10270 353.5 1679 38.76 46.51 54.26 62.01 69.77 77.52 AMERICAN WOOD COUNCIL 1 1 JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng(abellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 9O0/ 4/c err ENGINEER • DATE 7//4/O, • PAGE ¢5 T- .3 - 2p (/2 a/e9id ,df"4�� ter/ di/° 2 ,®0ofr —IL _ 7 7 p,( a.�— /11 / 59/ i, /J ",6 / 170 P5/ >> °/ 7l p5i T. 1 j/1 25 5x= 3 x 3/4i if g, ©d A.,r roep JUAN A. FERNANDEZ-BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336-0881. Fax: (786)336-0884 • jfbeng@bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN33 18 PROJECT NAME 90d / /1/6' 4'r 1.1,,c.7,-• ENGINEER DATE 7 //a /'f PAGE /16 G //?' f/- 3 17L 1- f 3"-.1 X 6.- 0O 0 UM NM MI NM NM OM OM • NM OM NM MO MI NM • OM OM NM • -I' 6 �7 -rT EIOSiG ARCHED OPENING OPEN MN • MO OM • S•• NM • E • I OM MO • NEI 0 MECAWind Version 2.0.2.7 ASCE 7 -05 Developed by MECA Enterprises, Date : 7/10/2009 Company Name :JUAN FERNANDEZ Address :2520 NW 97th AVE City :DORAL State :FLORIDA Inc. Copyright 2009 www.mecaenterprises.com Project No. Designed By :ELIZALDE Description :901 NE TERRACE MIAMI Customer Name :VICTOR MORALES Proj Location : File Location: C: \Program Files \MECAWind \Default.wnd Description a a � �3 21,2 I 1 I I I I I I I I 4 -31 2 i3 3.,213 1 I 1 I 1 I 1 I I I 1 1 21 1 : 2 1 I I I 1 I I I 1 I -r- 31 2 13 Gable Roof 7 < 0 <= 45 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3 ft Width Span Area Zone Max Min Max P ft ft ft "2 GCp GCp psf Min P psf DOOR DOOR DOOR DOOR WINDOW WINDOW 4. 3.08 6.58 20.27 4 0.946 -1.046 52.151 - 56.783 3.08 6.58 20.27 5 0.946 -1.292 52.151 - 68.171 1.50 6.75 15.19 4 0.968 -1.068 53.176 - 57.808. 1.50 6.75 15.19 5 0.968 -1.336 53.176 - 70.221 2.00 3.00 6.00 4 1.000 -1.100 54.661 - 59.293 2.00 3.00 6.00 5 1.000 -1.400 54.661 - 73.190 Khcc:Comp. & Clad. Table 6 -3 Case 1 Qhcc:.00256 *V ^2 *I *Khcc *Kht *Kd = 0.85 = 46.32 psf MECAWind Version 2.0.2.7 per ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2009 www.mecaenterprises.com Date : 7/10/2009 Project No. Company Name :JUAN FERNANDEZ BARQUIN Designed By Address :2520 NW 97th AVE Description City :DORAL Customer Name State :FLORIDA Proj Location File Location: C: \Program Files \MECAWind \Default.wnd Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang at User Input Data: = 146.00 mph = II = N/A 1.00 = 9.50 = 0.11 = 0.15 0.20 = 0.20 = 3.32 : 12 = 13.04 ft 15.25 ft Eave= 1.50 ft :ELIZALDE :9001 NE TERR :VICTOR MORALES :MIAMI Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area = Building = C No = 1.00 = 900.00 ft = 1.00 = 0.65 = 500.00 ft = 15.00 ft = 15.50 Deg = Gabled = 10.83 ft = 1594.00 ft^ 2 Bldg Length Along Ridge = 48.00 ft Bldg Width Across Ridge= Main Wind Force Resisting System(MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P ft ft ft "2 GCp GCp psf 29.00 ft Min P psf DOOR DOOR DOOR DOOR WINDOW WINDOW 3.08 6.58 20.27 4 0.946 -1.046 52.151 - 56.783 3.08 6.58 20.27 5 0.946 -1.292 52.151 - 68.171 1.50 6.75 15.19 4 0.968 -1.068 53.176 - 57.808 1.50 6.75 15.19 5 0.968 -1.336 53.176 - 70.221 2.00 3.00 6.00 4 1.000 -1.100 54.661 - 59.293 2.00 3.00 6.00 5 1.000 -1.400 54.661 - 73.190 90 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS I I I I I I I I I I I I I I I I I I CTOR MO 105 STRER CHELLE 901 .E. 91 CRIA TE L CA CULA110 S JUAN A. FERNANDEZ-BARQUIN, P.E. Structural Engineer 40114• Threshold Inspector 0947 2520 N.W. 97th Avenue, Suite # 240 *Dora], Florida 33172 Ph.: (786)336-0881 • Fax: (786)336-0884 'Email: jfbeng@bellsouth.net TUAN A. FERNANDEZ- BARQUIN, P.E. Structural Engineer 40114• Threshold Inspector 0947 2520 N.W. 97th Avenue, Suite # 240 •Doral, Florida 33172 Ph.: (786)336-0881 • Fax: (786)336-0884 • Email: jfbeng@bellsouth.net MICHELLE MINAGORRI 901 N.E. 91 TERR. MIAMI SHORES, FLORIDA TABLE OF CONTENTS: WOOD BUCK DESIGN 1 CONNECTION CALCULATOR 12 TAP CON CHECK 16 \DOCS \VICTOR MORALES \TABLE OF CONTENTS \TABLE OF CONTENT FOR MICHELLE MINAGORRI- REV.DOC JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng@bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME /V/ c4e e %i,� yo Lei ENGINEER DATE /p / //G' /' 9 PAGE 6'# id/ce 0,/74 . +53 POP 4s Pax —I� S T 0 0 6(Y" ,/ z" ei776. — 57 PSG 41 P8P JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng®bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME l c %e /% ,q/f/ /e/%x DATE /P A, /P ENGINEER PAGE d./ %A Cv% 43 J'4 2 /�/✓e0' 7 lei. 75 Ca,6a e,�y 67 /I�. 87 l 4 .5 t4. t' / rv�r�a g21 // 2' / JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 971 Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336-0881. Fax: (786)336 -0884 • jfbeng(abellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME /1/-4e/Ye / ENGINEER DATE /PP, / 09 • PAGE 5 (2 1 `05- / j S (reC f - ) . 2,4 43H A.6 • " z„ . -.,,6, JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite #.240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME ENGINEER DATE I O li 9 /P 9• PAGE I ul45 * aT P'�. 1 NORTH ROUSE ELEVATION w•r -r re/it/lee .7 some F -z- z JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbengnnbellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN33 18 PROJECT NAME /"l l mil'/ e ' e/ �� / ENGINEER DATE ,P /' . / ®6 PAGE A1 c/v 57 x /p, 5 = 6-9 a%.s le/ 54 ,r te /'7 C / ") C>oliacc _ 8 7 as . �C €5 '//1)1-f/ 2 � sv ,gJ 7 cow-0s JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng(nibellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME /l GX—e //e ^'1 / 4 p o,f ri ENGINEER DATE /, // f PAGE G /v/`Gr/ 597 /� 4' 070 72 ) Alc-cre 5, JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng ( ibellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 141/ G 4 //e "' // a. 9 o v f/ ENGINEER DATE /12 P 9 //d PAGE 7 12F totv Try: ?: .4c„ e() / z.,&-md. *.f s s V(-( - - 59 p51= JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881• Fax: (786)336 -0884 • jfbengc(�,bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME a/ eh d/e X/ .7 /f/ ENGINEER • DATE /O /9 47 PAGE / z x 57 e (V) l/67 0-4Q6 9_ 4 ,__ T ,1sc�� 5 VbE e,7 /» / °). / . (,ee .-circire 87X61 T JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite #.240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfben.cz bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME /// / ;, //e- ✓ /7 e- 67/to / DATE Ail%fC7g. ENGINEER PAGE �%� /�✓e ,0# eon° -'.� s�aacey9 44s. &e e C_ (2 ") • -// L ( 7C mgY , �, � 2 { i f if /Z % "/ , — .6 • JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881• Fax: (786)336 -0884 • ifbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME *a /A. Wieye� o r ri ENGINEER • DATE /a / /f /'f PAGE `9 re; /Aril fr(4-/; a% /40,e05 — 59 P5 F /> I : V ‘,/,,/ef- • V / 5 P'F = 59 Pc-/-- • G // y� C 87 • • ie /i.ghs 70' - . JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881• Fax: (786)336 -0884 • jfbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME H' Gh 7/ c ^' /i A -t-; off; ENGINEER DATE /' /l J/ 47 - PAGE 1/ 8T (' N 11' /,c__�. " 6(// 7--‘1 -65W 77i /r .4,71,49,R y- 6 75--a firce - _ /77 it . 3,0 A trC .- 1 1 1 1 Connection Calculator AIAPA+ Amer Paper Association Council Connection Calculator Er ineeieri and IWditiarraf Woad Protium Design Method Allowable Stress Design (ASD) Is Connection Type Lateral loading °I Fastener Type Bolt Iv Loading Scenario Single Shear - Concrete Main Member Main Member Type Concrete Is Bolt Embedment Depth in Concrete 4 in IIIm IIIs 11134 lbs. Iv Main Member: Angle of Load to Grain 10 Side Member Type Southern Pine Side Member Thickness _ 1.5 in. Side Member: Angle of Load to Grain 190 Fastener Diameter 1/4 in. Load Duration Factor C_D = 1.0 Wet Service Factor C_M = 0.7 �} Temperature Factor C_t = in Connection Yield Modes Im 11050 lbs. Is 1270 lbs. 1364 lbs. 1413 lbs. II IIIm IIIs 11134 lbs. Iv 11105 lbs. Adjusted ASD Capacity 105 lbs. Page 1 of 2 • Bolt bending yield strength of 45,000 psi is assumed. • The Adjusted ASD Capacity is only applicable for bolts with adequate end distance, edge distance and spacing per NDS chapter 11. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state -of- the -art, neither the American Forest http: / /www. awc. org/calculators /connections /ccstyle. asp ?design_ method = ASD &connection_type =La... 10/19/2009 Connection Calculator Page 2of 2 & Paper Association nor its members assume any responsibility for any particular design prepared from this on -line Connection Calculator. Those using this on -line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by AF &PA's American Wood Council. http: / /www.awc.org /calculators /connections /ccstyle. asp? design_ method= ASD &connection_type =La... 10/19/2009 1 1 1 Connection Calculator AMARA+ American Forest s Paper Association American Wood Council Connection C a l c u l at o r Egineewd and Traditional We, d Products Design Method Allowable Stress Design (ASD) Connection Type Lateral loading Fastener Type Bolt Loading Scenario Single Shear - Concrete Main Member Main Member Type Concrete Bolt Embedment Depth in Concrete 4 In Main Member: Angle of Load to Grain 377 lbs. �0 Side Member Type Southern Pine Side Member Thickness IV 0.75 In. Side Member: Angle of Load to Grain l90 Fastener Diameter 1/4 in. Load Duration Factor C_D = 1.0. Wet Service Factor C_M = 0.7 Temperature Factor C_t = 1.0 Connection Yield Modes Im 1050 lbs. Is 135 lbs. II 377 lbs. IIIm 413 lbs. IIIs 87 lbs. IV 105 lbs. Adjusted ASD Capacity 87 lbs. Page 1 of 2 • Bolt bending yield strength of 45,000 psi is assumed • The Adjusted ASD Capacity is only applicable for bolts with adequate end distance, edge distance and spacing per NDS chapter 11. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state -of- the -art, neither the American Forest http: / /www.awc.org/calculators /connections /ccstyle. asp? design_ method= ASD &connection_type=La... 10/19/2009 Connection Calculator Page 2 of 2 'p & Paper Association nor its members assume any responsibility for any particular design prepared from this on -line Connection Calculator. Those using this on -line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by AF &PA's American Wood Council. http: / /www.awc.org/calculators /connections /ccstyle. asp? design_ method= ASD &connection_type =La... 10/19/2009 JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336-0881. Fax: (786)336 -0884 • ifbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME /c4e e //o 1/z.9®rP/ DATE /D 72/ /' ' • ENGINEER ' PAGE /r $fl' .e >er /%ILK " /G5 45 77.•/70;a7,07 !"71-s. >c 2/4 2/0 — d cif-- 2 7:e..914,,f9 71(;2P-')7). 7/-/ JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -08810 Fax: (786)336 -0884 • ilbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 4 ENGINEER DATE Wz/ /11 PAGE /7 3/P goo i, 3 7L 26 VS" do/ 4J oar G;T4-o q7 7 645. 7 co . ,e_ Mechanical Anchoring System! KWIK -CON 11+ Fastening System 4.3.12 4.3.12.1 Product Description The Hilti KWIK -CON II+ Fastening System for concrete and masonry consists of the KWIK -CON 11+ fastener, the KWIK -CON II+ drive tool, and a Hilti matched tolerance carbide - tipped drill bit. Product Features • Choice of head styles —Torx Hex Washer Head for fast, secure dri- ving; Torx or Phillips Flat Head for countersinking applications • Matched tolerance carbide - tipped drill bit supplied with each box of 100 KWIK -CON II+ fasteners • Exclusive internal TORX drive • Choice of 1/4° or 3/16" diameter fasteners • Fasteners protected by corrosive resistant coating; stainless steel fasteners available in select sizes • High quality Hilti SDS and straight shank drill bits (Refer to section 4.3.1 2.5) Guide Specifications Concrete Screw Anchors Concrete or masonry screw anchors shall be manufactured from AISI 1021 cold rolled steel case hardened to a minimum Rockwell Hardness C 45 or stainless steel conforming to AISI 410. The concrete or masonry screw anchors shall have a trilobular, cold formed thread design and 8 threads per inch. Screw anchors shall have one of the following head design: Tapered flat head with T-25 TORX recess,Tapered flat head with T -27 TORX recess or 5/16" hex washer with internal T -25 TORX recess. Anchor plating shall be in accordance with ASTM B 633 SC 2 Type II to a minimum thickness of 8 mm. Anchors shall be Hilti KWIK -CON li anchors as supplied by Hilti. Installation Concrete or masonry screw anchors shall be installed in holes drilled with matched tolerance Hilti carbide - tipped drill bits supplied with each box of KWIK -CON II anchors. Installations shall be in accordance with manufacturer's installation instructions. 4.3.12.1 Product Description 4.3.12.2 Material Specifications 4.3.12.3 Technical Data 4.3.12.4 Installation Instructions 4.3.12.5 Ordering Information Listings /Approvals ICC -ES (International Code Council) ER -5259 Metro -Dade County Approval 01- 0727.01 x-,.,^'"?` : ...e.., TS M..wiwi .,.0 aMe. '.:,i.,.r. U ..n m,.1, ,.r aw.:!.:.. .. -.rr, :.a'ja:...,-" . .aL"4", , r'�`, . . ZIeMr - 17157E....., .' I,.,..�; Iltl, Inc. (US) 1- 800 -679 -8000 I www.us.hiltl.com I en espaflol 1- 800 - 879 -5000 I Hilti (Canada) Corp. 1 -800- 363 -4458 I www.ca.hiltl.com I Product Technical Guide 2006 265 Mechanical Anchoring Systems 4.3.12 KWIK -CON 11+ Fastening System 4.3.12.2 Material Specifications Material Composition 1018 to 1022 cold rolled steel (case hardened to HRC 45 minimum) 3/16" 1/4" 3/16" 1/4" or 410 Stainless Steel Mechanical Properties1 fy min. fu ksi (MPa) ksi (MPa) Head Styles Tapered flat head with #3 Phillips recess (3/16" and 1/4" diameter anchors) Tapered flat head with T-25 TORX recess (3/16" diameter anchor) Tapered flat head with T -27 TORX recess (1/4" diameter anchor) 5/16° hex washer with internal T -25 TORX recess (3/16" and 1/4" diameter anchors) Head Diameters 0.507° maximum (3/16" and 1/4" tapered Phillips flat head and 1/4" tapered T-27 TORX flat head anchors 0.385" maximum (3/16° tapered T-25 TORX flat head anchor) 0.432" maximum (3/16" and 1/4" T -25 TORX hex washer head anchors Thread Diameter Nominal 3/16 "; Major: 0.217 °; Minor2: 0.145" Nominal 1/4"; Major: 0.283 "; Minor2: 0.190° Shank Diameter 3/16" - 0.170" 114° - 0.224" Lengths 1 -1/4 ", 1 -3/4 ", 2 -1/4 ", 2 -3/4 ", 3- 1/4 ",3- 3/4 ",4" (See Ordering Information Section 4.3.10.5) Thread Design Trilobular, cold formed Threads per inch 3/16" anchor = 8 T.P.I. 1/4° anchor = 8 T.P.I. Inches of Thread per fastener 1.875° maximum Plating 8 mm zinc /chromate plating in accordance with ASTM B 633, Sc 2, Type II, on carbon steel anchors Bending Capacity Ductility at 100 minimum 1 Mechanical properties based on limited (30 samples) testing of actual KWIK -CON II samples (i.e. not based on minimum steel properties). 2 Minor diameter based on average root diamter of 30 KWIK -CON II samples (i.e. not a controlled dimension). 137 138 157 163 157 184 170 194 7- 800 ww.hli.cmI 266 Hilti, Inc. (US) 1- 800 - 879 -8000 I www.us.hilti.com I en espafiol 1- 800 - 879 -5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.ca.hilti.com I Product Technical Guide 2006 Mechanical Anchoring System al 11+ Fastening System 4.3.12 4.3.12.3 Technical Data ension and Shear Allowable Loads in Concrete 1,2 Anchor Dia. in. Embedment Depth in. (mm) 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) 3/16 1 (25) 100 (0.44) 260 (1.16) 125 (0.56) 260 (1.16) 185 (0.82) 280 (1.25) 3/16 1-3/4 (44) 275 (1.22) 260 (1.16) 295 (1.31) 265 (1.18) 325 (1.45) 300 (1.33) 1/4 1 (25) 190 (0.85) 325 (1.45) 240 (1.07) 390 (1.73) 275 (1.22) 540 (2.40) 1/4 1 -3/4 (44) 425 (1.89) 560 (2.49) 625 (2.78) 600 (2.82) 650 (2.89) 600 (2.67) b t lals usin Hilt' matched- tolerance dnll bits. 1 Published load values represent the average test results of testing conducted in local ase ma er g Because of variations in materials, on -site testing is necessary to determine actual performance at any specific site. 2 Allowable working loads are based on a safety factor of 4.0. Tension and Shear Ultimate Loads in Concretes Anchor Dia. in. 3/16 Embedment Depth in. (mm) 3/16 1/4 1 (25) 2000 psi (13.8 MPa) Tension lb (kN) 1 -3/4 (44) 1/4 1 400 (1.78) (25) 1 -3/4 (44) 1100 4000 psi (27.6 MPa) Shear lb (kN) (4.89) 760 1050 (4.67) (3.38) 1700 1050 (4.6 (7.56) Tension lb (kN) Shear lb (kN) 6000 psi (41.4 MPa) Tension lb (kN) Shear lb (kN) 500 (2.22) 1050 (4.67) 1180 (5.25) 1070 750 (3.34) (4.76) 1300 (5.78) 2250 970 (4.31) 1575 1300 1150 (5.12) (5.78) (7.01) (10.0) 2500 (11.1) 2400 1100 1200 (5.34) (4.89) (11.3) 2600 2175 (9.68) (11.6) 2400 (10.7) Tension and Shear Allowable Loads in Hollow Block1,2 Anchor Dia. in. Embed. Depth in. (mm) Tension lb (kN) Shear lb (kN) 3/16 1 (25) 150 (0.67) 225 (1.00) 3/16 1 -3/4 (44) 290 (1.29) 300 (1.33) 1/4 1 (25) 165 0 3) 275 (]i 1/4 1 -3/4 (44) 310 x..38 400 , ^(1.78)' 1 ASTM Specification C 90 Grade N. Type II pilot holes drilled with TKB matched tolerance bits for concrete blocks. 2 Allowable working loads are based on a safety factor of 4.0. Combined Shear and Tension Loading (--) dd + (--) s 1.0 (Ref. Section 4.1.2.7) Nrec Urec Tension and Shear Allowable Loads in Red Brick'', 2 Anchor Dia. in. Embed. Depth in. (mm) lb (kN) Shear ( 1 125 235 3/16 (25) (0.56) (1.05) 3/16 1 -3/4 (44) 350 (1.56) 300 (1.33) 1/4 1 (25) 205 (0.91) 415 (1.85) 1/4 1 -3/4 (44) 350 (1.56) 500 (2.22) 1 This test was performed on individual specimens of ASTM C 62 common red brick. Due to the wide variations encountered in the compressive strength of brick, these values should be considered Guide Values. 2 Allowable working loads are based on a safety factor of 4.0. Hilti, Inc. (US) 1 -800- 879 -8000 I www.us.hilti.com I en espanol 1- 800 - 879 -5000 I Hllti (Canada) Corp. 1 -800- 363 -4458 I www.ca.hilti.com I Product Technical Guide 2006 267 Mechanical Anchoring Systems 4.3.12 KWIK -CON 11+ Fastening System 4.3.12.4 Installation Instructions Determining the Correct KWIK -CON II+ Fastener & Hole Depth The Hilti KWIK -CON II+ masonry fastening system consists of the KWIK- CON II+ fastener, the KWIK -CON II+ drive tool, and a TKC or TKB matched tolerance carbide- tipped drill bit. Consistent performance and maximum pullout strength can be assured only when all three elements of the system are properly used. Fastener Length The length of the KWIK -CON II+ fastener to be used is determined by combining the thickness of the fixture being attached (A) with the desired depth of embedment in the masonry material (B). It is recommended that a minimum of 1" and a maximum of 1 -3/4" embedment be used in determining fastener length. KWIK -CON II+ fasteners are available in 1/4" and 3/16" diameters. The diameter of the fastener and the depth of embedment affect pullout strengths. Application strength requirements and safety factors should be considered when determining the depth of embedment and fastener diameter. For assistance, contact your local Hilti Sales Representative. Hole Depth A TKC matched tolerance carbide tipped drill bit is supplied with each box of KWIK -CON II+ fasteners. The correct hole depth (B +C) can normally be obtained by drilling the full length of this bit. In all cases, the hole must be at least 1/2" deeper than the depth of the fastener embedment. Hole Diameter The diameter of the drilled hole is also important to the performance of the KWIK -CON II+ masonry fastening system. Using Hilti TKC (concrete) or TKB (block) matched tolerance carbide - tipped bits will help assure consistent fastener performance and maximum pullout strength. Head Styles TORX Hex Washer Head Uses either TORX or hex drives Washer head provides a bearing surface for fast, secure fastening. TORX or Phillips Flat Head Used when a countersunk appearance is desirable Torx Hex Washer Head Internal Torx Torx or Phillips Flat Head 268 Hilts, Inc (US) 1-800-879-8000 I www.us.hllti.com I en espafol 1- 800 -879 -5000 I Hilti (Can A = Fixture bein attached B = KWIK -CON II embedment minimum of 1 ", m mum of 1 -3/4" is recommended A + B = Length KWIK-CON II+ to be used B + C = Depth of hole drilled must be at least 1/2° deeper than KWIK -CON II+ embedment �36 00- 363 -4458 I www.ca.hilti.com I Product Technical Guide 2006 Mechanical Anchoring System KWIK -CON 11+ Fastening System 4. 4.3.12.5 Ordering Information KWIK -CON II+ Fasteners (100 per box including 1 bit except bulk which are 1,000 pieces per box without bit) Description Item No. Diameter (in.) Total Length (in.) Thread Length (in.) Shank Length (in.) KWIK -CON 11+ 316 -114 THWH 5/16" Magnetic Nut Setter or T-25 TORX Bit 1 -1/4 KWIK -CON 11+ 316 -114 THWH Bulk KWIK -CON 11+ 316 -134 THWH KWIK -CON II+ 316 -134 THWH Bulk KWIK -CON II+ 316 -214 THWH 256009 KWIK -CON 11+ 316 -234 THWH 3/16 220590 3/16 1 -1/4 1-1/4 256010 KWIK -CON II+ 316 -234 THWH Bulk KWIK -CON 11+ 316 -314 THWH KWIK -CON II+ 316 -334 THWH KWIK -CON II+ 316 -4 THWH 220591 256011 3/16 1 -3/4 3/16 1 -3/4 1 -1/4 3/16 2 -1/4 1 -3/4 0 1 -3/4 256012 3/16 2 -3/4 220592 256013 3/16 2 -3/4 0 1 -3/4 3/16 3 -1/4 1 -3/4 0 0 1/2 1 -3/4 256014 256015 3/16 3 -3/4 3/16 4 1 -3/4 1 -3/4 1 -3/4 1 1 1 -1/2 2 2 -1/4 KWIK -CON II+ 14 -114 THWH 5/16" Magnetic Nut Setter or T -25 Bit KWIK -CON II+ 14 -114 THWH Bulk KWIK -CON 11+ 14 -134 THWH 256016 KWIK -CON II+ 14 -134 THWH Bulk KWIK -CON II+ 14 -214 THWH 220593 KWIK -CON II+ 14 -234 THWH 1/4 1 -1/4 1/4 1 -1/4 1 -1/4 256017 1/4 1 -3/4 220594 KWIK -CON II+ 14 -234 THWH Bulk KWIK -CON II+ 14 -314 THWH 256018 1/4 1 -3/4 1 -1/4 1/4 2-1/4 1 -3/4 0 1 -3/4 256019 KWIK -CON II+ 14 -334 THWH KWIK -CON II+ 14 -334 THWH Bulk KWIK -CON II+ 14 -4 THWH 1/4 2 -3/4 0 1 -3/4 220595 KWIK - CON -Il+ 14 -114 THWH Stainless Steel KWIK -CON II +�1,4 -234 THWH Stainless Steel 256020 256021 1/4 2 -3/4 1 -3/4 1/4 3 -1/4 1/4 3 -3/4 0 0 1/2 1 -3/4 220596 1/4 3 -3/4 1 -3/4 1 -3/4 256022 256051 1/4 4 1/4 1-1/4 1 1 1-1/2 1 -3/4 256052 1/4 2 -3/4 1 -3/4 1 -1/4 2 2-1/4 1 -3/4 0 1 KWIK -CON II+ 316 -114 TFH T-25 TORX Bit KWIK -CON 11+ 316 -134 TFH KWIK -CON II+ 316 -134 TFH Bulk KWIK -CON II+ 316 -214 TFH 256023 3/16 1 -1/4 256024 KWIK -CON 11+ 316 -234 TFH 220597 KWIK -CON II+ 316 -234 TFH Bulk KWIK -CON 11+ 316 -314 TFH KWIK -00N 11+ 316 -334 TFH 3/16 1 -3/4 1 -1/8 1 -5/8 3/16 1 -3/4 256025 3/16 2-1/4 256026 220598 KWIK -CON II+ 316 -334 TFH Bulk KWIK -CON 11+ 316 -4 TFH 3/16 2 -3/4 1 -5/8 0 0 1 -3/4 3/16 2 -3/4 256027 256028 3/16 3-1/4 1 -3/4 3/16 3 -3/4 1 -3/4 1 -3/4 220599 3/16 3 -3/4 3/8 1 -3/4 256029 3/16 4 1 -3/4 1 -3/4 7/8 7/8 1 -3/8 1 -7/8 1 -7/8 2 -1/8 KWIK -CON 11+ 14 -114 TFH T -27 TORX Bit KWIK -CON II+ 14 -134 TFH KWIK -CON II+ 14 -134 TFH Bulk KWIK -CON 11+ 14 -214 TFH 256030 256031 KWIK -CON II+ 14 -234 TFH KWIK -CON II+ 14 -314 TFH 1/4 1-1/4 1/4 1 -3/4 1 -1/16 1 -9/16 219953 1/4 1 -3/4 1 -9/16 256032 KWIK -CON 11+ 14 -314 TFH Bulk KWIK -CON II+ 14 -334 TFH KWIK -CON II+ 14 -4 TFH 1/4 2-1/4 256033 1/4 2 -3/4 1 -3/4 256034 1/4. 3 -1/4 1 -3/4 219954 256035 1/4 3-1/4 1/4 3 -3/4 0 1 -3/4 256036 1/4 4 1 -3/4 0 0 5/16 1 3/1 6 1 -5/1 6 1 -3/4 1 -3/4 1 -5/1 6 1 -1 3/1 6 2-1/1 6 tatal lengtah 14%** *00w1 threaCergb �vn --*******011114 thread lemett Hilts, Inc. (US) 1- 800 -879 -8000 I www.us.hiiti.com I en espanol 1- 800 -879 -5000 I Hilti (Canada) Canada) Corp. 1 -800- 363 -4458 I www.ce.hiiti.com I Product Technical Guide 2006 269 Mechanical Anchoring Systems 4.3.12 KWIK-CON II+ Fastening System KWIK-CON /I+ Fasteners (100 per box including 1 bit except bulk which are 1,000 pieces per box without bit) Description Item No. Diameter KWIK-CON Hex Driver Deluxe Kit 235097 1 KWIK-CON Hex Driver #3 Phillins Bit ~�. KNK'CON||+318'114PFH 256037 3/16 1-1/4 1-1/16 0 KNK-CON K+310134PFH 256038 3/16 1-3/4 1-9/16 0 KNK'CON|I+318434PFHBulk 219055 3/16 1-3/4 1-9/6 0 KNK'CONU+31O'214PFH 256039 3/16 2-1/4 1-3/4 5U6 . KNK'CON||+310'234PFH 256040 _ 3/16 2-3/4 ' 1-3/4 13/16 KNK'C0NU+31O'234PFHBulk 210956 3/16 2-3/4 1-3/4 13/16 KNK'CONU+31G'314PFH 256041 3/16 3-1/4 1-3/4 1-5/16 KNK'CON||+318'334PFH 256042 3/16 3-3/4 1-3/4 1-13/16 KNK-CON ||+318'4PFH 256043 3/16 4 1-3/4 2-1/16 KWIK'CON||+316'114PFH Stainless Steel 256053 3/16 1-1/4 1-1/16 0 KN|K'CON||+318'234PFH Stainless Steel 256054 3/16 2-3/4 1-3/4 13/16 #3 Phillips Bit KNK'CON||+14114PFH 256044 1/4 1-1/4 1-1/16 0 KNK-CON ||+14'134PFH 256045 1/4 1-3/4 1'9/18 0 NN|K'C0NU+14'134PFHBulk 219957 1/4 1-3/4 1'9/16 0 KNK-CON |414-214PFH 250048 1/4 2-1/4 1-3/4 5/16 M|K'CONU+14'234PFH 256047 1/4 2-3/4 1-3/4 13/16 KNK'C0N||+14'234PFHBulk 210958 1/4 2-3/4 1-3/4 13/16 K0K'0UN||+14'314PFH 256048 1/4 3-1/4 1-3/4 1-5/16 KNK'CON||+14'334PFH 256049 1/4 3-3/4 1-3/4 1'13U6 K0K'CON||+14'4PFH 256050 1/4 4 1-3/4 2-1/16 WWI langhtli temetth thread leap KWIK-CONN4Hex Driver System Description Item No. 0ooiltv KWIK-CON Hex Driver Deluxe Kit 235097 1 KWIK-CON Hex Driver 235098 1 5/18" Hex Driver (all THVNH) 83313 1 5/16 Hex Nut Setter/Depth Locator 235100 1 Insert Bit Holder/Depth Locator 235101 1 #3 Phillips Driver (all PFH) 83312 1 T-25TURX Driver (3/18"TFH) 374714 1 T-27 TOFiX Driver (1/4" TFH) 374715 1 KWIK-CON II+ Matched Tolerance Drill Bits Description Item No. Bit Diameter (in.) Box MY For 1/4" KWIK-CON 11+ Applications In Dense Concrete (2000 psi+) TKC Large Concrete Bit SDS+ Hex 205114 0.2402 1 TKC Lame Concrete Bit TM Hex 805115 0.2402 1 For 1/4" KWIK-CON 11+ ApplicatIons In Light Concrete, Brick or Block TKB Large Block Bit SDS+ Hex 205118 0.2280 1 TKB Larcie Block Bit TM Hex 205117 0.2280 1 For 3nG"KN8-CO0||+ Applications \n Dense Concrete (2000psi+) TKC Small Concrete Bit SDS+ Hex 205118 0.1902 1 TKC Small Concrete BItTM Hex 205119 0.1902 1 For 3/16" KWIK-CON 11� Applications in Light Concrete, Brick or Block TKB Small Block Bit SDS� Hex 205120 0.1752 1 TKB Small Block Bit TM Hex 205121 0.1752 1 270 iti.COM I en espanol 1-800-879-5000 I Hifti (Canada) Corp. 1-800-363-4458 I www.ca.hilti.com I Product Technical Guide 2006 MR. ,ES I') SIRE CIT CHEL1 501 N.E. 91 CIU'RA L CAL JUAN A. FERNANDEZ- BARQUIN, P.E. Structural Engineer 40114• Threshold Inspector 0947 2520 N.W. 97th Avenue, Suite # 240 •Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336-0884 • Email_• jfbeng@bellsouth.net C� TUAN A. FERNANDEZ- BARQUIN, P.E. Structural Engineer 40114 • Threshold Inspector 0947 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • Email: jfbeng@bellsouth.net MICHELLE MINAGORRI 901 N.E. 91 TERR. MIAMI SHORES, FLORIDA TABLE OF CONTENTS: FOOTING DESIGN 1 WALL DESIGN 3 CONCRETE COLUMN DESIGN 18 EXISITING CONCRETE BEAM CHECK 27 WOOD JOIST DESIGN 31 WOOD GIRDER DESIGN 41 WIND PRESSURE AT WINDOWS AND DOORS 46 \DOCS \VICTOR MORALES \TABLE OF CONTENTS \TABLE OF CONTENT FOR MICHELLE MINAGORRI. JUAN A. FERNANDEZ- BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 7 V/ �L 74/ t! Odl / • ENGINEER - ' DATE 7//7/'f PAGE : 5,‘7 557:751- d • Z = /5-6 ,E 'CF NEW ROOF: ELASTOMERIC MEMBRANE ON r SHEATHING FASTEN MEMBRANE TO REGLET ON NEW WALL l e 5SP5F 111111111.11M4 11 G- SEE STRUCTL BO. PAINT FINISH STING BR. N. FL °-;6°7-• PL.f° k4 // s /2 / 2-- TL = /297 ftF JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jtbengna,bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 9&O/ b' , i',/ ENGINEER DATE 7 / /I9 /' PAGE `L 0414,14,‘ 6--c.44:17 • gator — ,tea P /06-12 : ,09adoet', /29% /,5-7 0-D _/ or7 Pv/ 6,94,- 12! /6" JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME ?O a/ NV ,4-y Or a rn / ENGINEER - DATE 7/ 6/P/ • PAGE V// 6,68 /(/r 1 /a off 1(4 -.d, 41 5 cc �A ' / a 413 0 Date Company Address City State File MECAWind Version 2.0.2.7 per ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2009 www.mecaenterprises.com : 7/6/2009 Project No. Name :JUAN FERNANDEZ Designed By :E Description :DORAL Customer Name : :FLORIDA Proj Location :9001 NE terr MIAMI FL Location: C: \Program Files \MECAWind \Default.wnd Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang 2 Bldg Length Along Ridge = User = 146.00 = II N/A • 1.00 9.50 0.11 • 0.15 0.20 0.20 3.32 : 13.04 • 15.25 at Eave= 1.50 Input Data: mph Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin 12 Slope of Roof(Theta) ft Type of Roof ft Eht: Eave Height ft Roof Area = Building = C No 1.00 = 900.00 ft 1.00 = 0.65 • 500.00 ft • 15.00 ft = 15.50 Deg = Gabled = 10.83 ft = 1594.00 ft^ 48.00 ft Bldg Width Across Ridge= 29.00 ft Main Wind Force Resisting System(MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) MWFRS -Wall Pressures Perpendicular to Ridge Wall Leeward Walls Side Walls Cp + GCpi(psf) - 0.50 -28.03 - 0.70 -35.90 Top Elev Sot Elev Ks Kzt ft ft gz psf - GCpi(psf) - 11.35 -19.22 - Windward Wall- Total Shear Moment +GCpi -GCpi + / -GCpi Kip K -ft 15.25 14.00 12.00 10.00 8.00 6.00 4.00 2.00 13.25 0.85 1.00 12.00 0.85 1.00 10.00 0.85 1.00 8.00 0.85 1.00 6.00 0.85 1.00 4.00 0.85 1.00 2.00 0.85 1.00 .00 0.85 1.00 46.48 46.32 46.32 46.32 46.32 46.32 46.32 46.32 23.27 23.16 23.16 23.16 23.16 23.16 23.16 23.16 39.95 39.84 39.84 39.84 39.84 39.84 39.84 39.84 51.30 51.19 51.19 51.19 51.19 51.19 51.19 51.19 3.1 1.9 8.0 13.0 12.9 33.9 17.8 64.6 22.7 105.2 27.6 155.5 32.6 215.8 37.5 285.8 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) Roof Location Windward - Min Cp Windward - Max Cp Leeward Perp to Ridge Overhang Top (Windward) Cp + GCpi(psf) - GCpi(psf) - 0.63 -33.14 -16.47 -0.13 -13.46 3.22 - 0.51 -28.42 -11.74 - 0.63 -24.81 -24.81 acting at 'Bot Elev' 5 Overhang Top (Leeward) -0.51 Overhang (Windward only) 0.80 -20.08 31.50 MWFRS -Wall Pressures Parallel to Ridge Wall -20.08 31.50 Cp +GCpi(psf) - GCpi(psf) Leeward Walls -0.37 Side Walls -0.70 -22.87 -6.19 -35.90 -19.22 Top Elev Bot Elev Kz Kzt gz - Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi + / -GCpi Kip K -ft 15.25 13.25 0.85 1.00 46.48 23.27 39.95 46.14 1.7 1.0 14.00 12.00 0.85 1.00 46.32 23.16 39.84 46.03 4.3 7.1 12.00 10.00 0.85 1.00 46.32 23.16 39.84 46.03 7.0 18.4 10.00 8.00 0.85 1.00 46.32 23.16 39.84 46.03 9.7 35.1 8.00 6.00 0.85 1.00 46.32 23.16 39.84 46.03 12.4 57.1 6.00 4.00 0.85 1.00 46.32 23.16 39.84 46.03 15.0 84.5 4.00 2.00 0.85 1.00 46.32 23.16 39.84 46.03 17.7 117.2 2.00 .00 0.85 1.00 46.32 23.16 39.84 46.03 20.4 155.3 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge Cp +GCpi(psf) - GCpi(psf) 0.0 ft to 6.5 ft 6.5 ft to 13.0 ft 13.0 ft to 26.1 ft 26.1 ft to 48.0 ft - 0.90 -43.77 - 0.90 -43.77 -0.50 -28.03 -0.30 -20.15 - 27.10 - 27.10 -11.35 -3.47 Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Transverse Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0.49 0.18 -0.18 46.32 14.36 31.03 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.45 0.18 -0.18 46.32 -29.18 -12.51 4 -0.39 0.18 -0.18 46.32 -26.40 -9.73 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1E 0.74 0.18 -0.18 46.32 25.94 42.61 2E -1.07 0.18 -0.18 46.32 -57.90 -41.22 3E -0.64 0.18 -0.18 46.32 -37.98 -21.31 4E -0.58 0.18 -0.18 46.32 -35.20 -18.53 iT * * * * 3.59 7.76 2T * * * * -10.07 -5.91 3T * * * * -7.30 -3.13 4T * * * * -6.60 -2.43 Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Longitudinal Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0.4 0.18 -0.18 46.32 10.19 26.87 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.37 0.18 -0.18 46.32 -25.48 -8.80 4 -0.29 0.18 -0.18 46.32 -21.77 -5.10 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1E 0.61 0.18 -0.18 46.32 19.92 36.59 2E -1.07 0.18 -0.18 46.32 -57.90 -41.22 3E -0.53 0.18 -0.18 46.32 -32.89 -16.21 1 1 1 1 1 1 1 1 1 1 1 1 1 4E -0.43 0.18 -0.18 46.32 -28.26 -11.58 1T * * * * 2.55 6.72 2T * * * * -10.07 -5.91 3T * * * * -6.37 -2.20 4T * * * * -5.44 -1.27 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft 42 GCp GCp psf WALL 1.00 9.00 27.00 4 0.924 -1.024 51.132 WALL 1.00 9.00 27.00 5 0.924 -1.248 51.132 WALL 1.00 10.00 33.33 4 0.908 -1.008 50.383 WALL 1.00 10.00 33.33 5 0.908 -1.215 50.383 - 55.016 - 64.635 MECAWind Version 2.0.2.7 ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2009 www.mecaenterprises.com Date : 7/6/2009 Project No. Company Name : Designed By Address Description City Customer Name : State Proj Location : File Location: C: \Program Files \MECAWind \Default.wnd Roof not shown a 22,1 2 ar13r 213 31 2 T3 Gable Roof 7 < 0 <= 45 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone °a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft "2 GCp GCp psf psf WALL 1.00 9.00 27.00 4 0.924 -1.024 51.132 WALL 1.00 9.00 27.00 5 0.924 -1.248 51.132 WALL 1.00 10.00 33.33 4 0.908 -1.008 50.383 WALL 1.00 10.00 33.33 5 0.908 -1.215 50.383 Khcc:Comp. & Clad. Table 6 -3 Case 1 Qhcc:.00256 *V ^2 *I *Khcc *Kht *Kd 7 2 - 55.016 - 64.635 = 0.85 = 46.32 psf a MECAWind Version 2.0.2.7 per ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2009 www.mecaenterprises.com Date : 7/6/2009 Project No. Company Name : Designed By . Address Description . City Customer Name : State Proj Location : File Location: C: \Program Files \MECAWind \Default.wnd Detailed Wind Basic Wind Speed(V) _ Structural Category Natural Frequency = Importance Factor = Alpha = At = Am = Cc = Epsilon = Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht = OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = Load Design 146.00 mph II N/A 1.00 9.50 0.11 0.15 0.20 0.20 3.32 : 12 13.04 ft 15.25 ft 1.50 ft 48.00 ft (Method 2) per ASCE 7 -05 Structure Type = Building Exposure Category = C Flexible Structure = No Kd Directional Factor = 1.00 Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area = 900.00 ft 1.00 0.65 = 500.00 ft = 15.00 ft = 15.50 Deg = Gabled = 10.83 ft = 1594.00 ft^ Bldg Width Across Ridge= 29.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 = 15.00 ft = 0.23 = 427.06 ft = 0.93 = 0.89 = 0.85 Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) z B Kh: 2.01 *(Ht /Zg) ^(2 /Alpha) Kht: Topographic Factor (Figure 6 -4) Qh: .00256 *(V) ^2 *I *Kh *Kht *Kd Cpww: Windward Wall Cp(Ref Fig 6 -6) Roof Area Reduction Factor based on Roof Area MWFRS -Wall Pressures Wall Perpendicular to Ridge Cp +GCpi(psf) - GCpi(psf) Leeward Walls -0.50 Side Walls -0.70 Top Elev Hot Elev Rz Kzt ft ft - 28.03 - 35.90 -11.35 -19.22 = 0.85 1.00 = 46.32 psf 0.80 = 1594.00 ft ^2 0.80 qz - Windward Wall- Total Shear Moment psf +GCpi -GCpi + / -GCpi Rip K -ft 15.25 13.25 0.85 1.00 46.48 23.27 39.95 51.30 3.1 1.9 14.00 12.00 0.85 1.00 46.32 23.16 39.84 51.19 8.0 13.0 12.00 10.00 0.85 1.00 46.32 23.16 39.84 51.19 12.9 33.9 10.00 8.00 0.85 1.00 46.32 23.16 39.84 51.19 17.8 64.6 8.00 6.00 0.85 1.00 46.32 23.16 39.84 51.19 22.7 105.2 6.00 4.00 0.85 1.00 46.32 23.16 39.84 51.19 27.6 155.5 4.00 2.00 0.85 1.00 46.32 23.16 39.84 51.19 32.6 215.8 2.00 .00 0.85 1.00 46.32 23.16 39.84 51.19 37.5 285.8 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof Location Windward - Min Cp Windward - Max Cp Leeward Perp to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang (Windward only) Cp -0.63 - 0.13 -0.51 -0.63 - 0.51 0.80 +GCpi (psf ) -33.14 -13.46 -28.42 - 24.81 - 20.08 31.50 - GCpi(psf) -16.47 3.22 -11.74 -24.81 -20.08 31.50 MWFRS -Wall Pressures Parallel to Ridge Wall Cp +GCpi(ps£) - GCpi(psf) Leeward Walls -0.37 Side Walls -0.70 -22.87 -6.19 -35.90 -19.22 Top Elev Sot Elev Kt Kzt qz - Windward Wall- Total Shear Moment ft ft pef +GCpi -GCpi + / -GCpi Kip K -ft 15.25 13.25 0.85 1.00 46.48 23.27 39.95 46.14 1.7 1.0 14.00 12.00 0.85 1.00 46.32 23.16 39.84 46.03 4.3 7.1 12.00 10.00 0.85 1.00 46.32 23.16 39.84 46.03 7.0 18.4 10.00 8.00 0.85 1.00 46.32 23.16 39.84 46.03 9.7 35.1 8.00 6.00 0.85 1.00 46.32 23.16 39.84 46.03 12.4 57.1 6.00 4.00 0.85 1.00 46.32 23.16 39.84 46.03 15.0 84.5 4.00 2.00 0.85 1.00 46.32 23.16 39.84 46.03 17.7 117.2 2.00 .00 0.85 1.00 46.32 23.16 39.84 46.03 20.4 155.3 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge 0.0 ft to 6.5 ft 6.5 ft to 13.0 ft 13.0 ft to 26.1 ft 26.1 ft to 48.0 ft Cp +GCpi(ps£) - GCpi(psf) - 0.90 -43.77 -0.90 -43.77 - 0.50 -28.03 -0.30 -20.15 -27.10 - 27.10 - 11.35 -3.47 /D Basic Load Cases 6 Transverse Direction I IS Rtirrhot Ctrs. c 1211 2t., Ewa') - Longitudinal Direction 1/ 12 Transverse Direction Longitudinal Direction Torsional Load Cases Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Transverse Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0.49 0.18 -0.18 46.32 14.36 31.03 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.45 0.18 -0.18 46.32 -29.18 -12.51 4 -0.39 0.18 -0.18 46.32 -26.40 -9.73 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1E 0.74 0.18 -0.18 46.32 25.94 42.61 2E -1.07 0.18 -0.18 46.32 -57.90 -41.22 3E -0.64 0.18 -0.18 46.32 -37.98 -21.31 4E -0.58 0.18 -0.18 46.32 -35.20 -18.53 1T * * * * 3.59 7.76 2T * * * * -10.07 -5.91 3T * * * * -7.30 -3.13 4T * * * * -6.60 -2.43 Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Longitudinal Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0.4 0.18 -0.18 46.32 10.19 26.87 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.37 0.18 -0.18 46.32 -25.48 -8.80 4 -0.29 0.18 -0.18 46.32 -21.77 -5.10 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1E 0.61 0.18 -0.18 46.32 19.92 36.59 2E -1.07 0.18 -0.18 46.32 -57.90 -41.22 3E -0.53 0.18 -0.18 46.32 -32.89 -16.21 4E -0.43 0.18 -0.18 46.32 -28.26 -11.58 1T * * * * 2.55 6.72 2T * * * * -10.07 -5.91 3T * * * * -6.37 -2.20 4T * * * * -5.44 -1.27 /3 Notes: 1) Min P = qh * (GCPf - ( +GCpi)) Notes: 2) Max P = qh * (GCPf - (- GCpi)) Notes: 3) * For Torsional Load Cases, the zones are designated with a "T ". The pressures(Min P & Max P) are 25% of the full design wind pressures(Ld Case 1T= 25 % *1(ld case 1),2T= 25o *2,3T= 25 % *3,4T= 25o *4). Exceptions to Torsional Load Cases: One story buildings with mean roof height < =30 ft(9.1m), buildings with two stories or less framed with light frame construction, and buildings two stories or less designed with flexible diaphragms need not be designed for the Torsional Load Cases. (Note 5 of Figure 6 -10) MASONRY Prjct: 9001 NE TERR Topic: MASONRY Page: 14. DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association Version 4.0 (Release 4.0.2) Western States Clay Product Association International Code Council Name: WALL DESIGN Date: 07/06/09 Chkd: E Reinforced Wall Interaction Diagram Using the 2003 IBC ASD Design Code Masonry Unit Size = 8 in. (Partially grouted) Reinforcement Spacing = 48 in. Fy = 60 ksi fm' = 1500 psi As = 0.31 sq.in. c = 3.813 in. H = 108 in. (9 ft) Axial Compression, P (lbs/ft) 20000 18000 +___ 16000 14000 12000 10000 j 8000 6000 4000 2000 ® Critical Section Forces -4 4 I- - y-- - t - -_r 4 4 - -1 - -2000 nnnn 4Cnn 4nnn onn Ann Ann CAA 4nnn 4Cnn is MASONRY Prjct: 9001 NE TERR Topic: MASONRY. Page: DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association Version 4.0 (Release 4.0.2) Western States Clay Product Association International Code Council Name: WALL DESIGN Date: 07/06/09 Chkd: E Design of a Reinforced Masonry Wall with Out -of -Plane Loads Using the 2003 IBC ASD Design Code Material and Construction Data 8 in. CMU, Partial grout, running bond Wall Weight = 41.03 psf Type S Masonry cement / Air - entrained PCL Mortar, Course Grout CMU Density = 115 pcf fm = 1500 psi (Specified) Em = 900f m = 1350000 psi Wall Design Details Thickness = 7.625 in. Height = 108 in. (Simply Supported Wall, Effective height = H) x = 3.813 in. #5 Bars, Fy = 60000.0 Reinforcement Spacing = 48 in. On- Center Wall Design Section Properties Ao = 162.6 in. to = 1328 in. So = 348.4 in. Ro = 2.858 in. Wall Support: Simply Supported Wall Specified Load Components Load P (lb) in) W1(psf) W2 (psf) L (lb /ft) h1 (in) h2 (in) Dead 100 1.27 0 0 0 0 108 Live 75 1.27 0 0 0 0 108 Soil 0 0 0 0 0 0 108 Fluid 0 0 0 0 / 0 0 108 Wind 0 0 55.76 55.76 0 0 108 Seismic 0 0 0 0 0 0 108 Roof 0 0 0 0 0 0 108 Rain 0 0 0 0 0 0 108 Snow 0 0 0 0 0 0 108 Controlling Load Cases Section Forces with Controlling Flexure and Axial Load - -0.6D + H + W x/H = 0.520 from bottom of wall V = -9.332 lb /ft ML = 6764.49 lb -in. /ft /6 MASONRY Prjct: 9001 NE TERR Topic: MASONRY Page: DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association Version 4.0 (Release 4.0.2) Western States Clay Product Association International Code Council Name: WALL DESIGN Date: 07/06/09 Chkd: E P = 166.3 lb /ft at en = 0.2382 in MT = ML + Pen = 6804.11 lb -in /ft Moment Capacity = 7095.28 lb -in /ft (591.274 lb-ft/ft) at this axial load Shear Capacity = 787.191 lb /ft The wall is adequate for these critical section forces. Section Forces with Controlling Shearing Force —D + W x/H = 0.000 from bottom of wall V = 252.1 lb /ft ML = 0 lb -in. /ft P = 469.3 lb/ft at en = 0 in MT = ML + Pen = 0 lb -in /ft Moment Capacity = 8111.47 lb -in /ft at this axial load Shear Capacity = 787.191 lb /ft The wall is adequate for these critical section forces. These were found to be load cases that controlled the design. The flexural, shear and axial forces shown are those occuring at the critical section for the case controlled by flexure and at the critical section for the case controlled by shear. The following design calculations are for the section with controlling bending moment Section Design Forces Used V = -9.332 lb /ft (Computed from Loads) ML = 6764.49 lb -in. /ft (Computed from Loads) P = 166.3 lb /ft at e = 0.2382 in (Computed from Loads) Computed Design Values Note: 1/3 stress increase was not used Effective Width = 48 in. Web Width = 8.313 in. on effective width Allowable Shearing Force = 787.2 lb /ft The wall is adequate in shear Required As = 0.2956 in2 each reinforced cell (0.0739 in2 /ft) OK d = 3.813 in. n = 21.48 kbalanced = 0.3092 jbalanced = 0.8969 MASONRY Prjct: 9001 NE TERR Topic: MASONRY Page: DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association Version 4.0 (Release 4.0.2) Western States Clay Product Association International Code Council Name: WALL DESIGN Date: 07/06/09 Chkd: E k = 0.2402 j = 0.9199 Pmax (Compression) = 5.653e +004 lbs (1.413e +004 lbs/ft) OK Pmax (Tension) = 7440 lbs (1860 lbs/ft) OK The wall has adequate capacity. Development and Splice Lengths for Longitudinal Reinforcement K = 3.1250 in. Required Development Length: Id = 22.50 in. Required Lap Splice Length: = 30.98 in. Some codes may require epoxy - coated reinforcement to have longer development and splice lengths. JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbengna,bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME Wall %'f .� /•�ia�0 ENGINEER �i DATE 7,,,:®9 PAGE /8 g X te ,afi • -9 ieW / EXISTING & NEW HEADER & TIE BEAM NI /-x 5/0 25-0 �� o JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng@a,bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 962 / 4/44-- 7‘060°' ENGINEER DATE 7 //0%,- PAGE /9. = e. 2 6' C 0— 6e/7c, e l: /..5V ZZ 7O ecw-" ,f 7 fb ✓/ 60 0 /1. 6 7 0.67 / Z / 0 x x X > /`'f / 77' . oL = e77e (L �� 1 i L. — 6 '® �� • I gxP ,..-- &:/. x ,7:7 A , 774 Zi 77 s I07/10/09 PCACOL V3.00 - PORTLAND CEMENT ASSOCIATION - 13:58:26 Licensed to: Juan Fernandez - Barquin P.E., Doral, FL 0000000 00000 00000 00000 00000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0000000 00 00 00 00 0000000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00000 00 00 00000 00000 00000 (TM) Computer program for the Strength Design of Reinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the PCACOL(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the PCACOL(tm) program. Although PCA has endeavored to produce PCACOL(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the PCACOL(tm) program. Page 1 untitled 2D '07/10/09 PCACOL V3.00 - PORTLAND CEMENT ASSOCIATION 13:58:26 Licensed to: Juan Fernandez - Barquin P.E., Doral, FL 1 General Information: File Name: untitled.col Project: Column: Code: 9001 NE terr MIAMI TC ACI 318 -95 Run Option: Investigation Run Axis: X -axis Material Properties: f'c = 3 ksi Ec = 3122.02 ksi fc = 2.55 ksi Ultimate strain = 0.003 in /in Betal = 0.85 Section: Rectangular: Width = 8 Gross Ix = Xo = Engineer: E Units: English Slenderness: Considered Column Type: Architectural fy = 60 ksi Es = 29000 ksi Rupture strain = Infinity in Depth = 8 in section area, Ag = 64 341.333 in ^4 0 in Reinforcement: in ^2 Iy = 341.333 in ^4 Yo = 0 in Rebar Database: ASTM A615 Size Diam (in) Area (in ^2) Size Diam (in) Area (in ^2) # 3 # 6 # 9 # 14 0.38 0.75 1.13 1.69 0.11 # 4 0.44 # 7 1.00 # 10 2.25 # 18 0.50 0.88 1.27 2.26 Confinement: Tied; #3 ties with #10 bars, #4 phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 Layout: Rectangular Pattern: All Sides Equal (Cover to Total steel area, As = 0.44 in ^2 at 4 #3 Cover = 1.5 in Slenderness: Sway Criteria: X -axis: Braced column. Column Axis Height ft Width in transverse 0.69% Depth in 0.20 0.60 1.27 4.00 Page 2 untitled 2/ Size Diam (in) Area (in ^2) with larger bars. reinforcement) I in ^4 f'c ksi 0.63 0.31 1.00 0.79 1.41 1.56 Ec ksi Design Above Below X -Beams Location X 11 X (no column X (no column Length ft 8 specified...) specified...) Width in 8 341.333 3 Depth in I in ^4 f'c ksi 3122.02 Ec ksi Above Above Below Below Left Right Left Right (no (no (no (no beam beam beam beam specified...) specified...) specified...) specified...) I07/10/09 PCACOL V3.00 - PORTLAND CEMENT ASSOCIATION - Page 3 13:58:26 Licensed to: Juan Fernandez - Barquin P.E., Doral, FL untitled Effective Length Factors: Axis Psi(top) Psi(bot) k(Braced) k(Sway) klu /r X 999.000 999.000 1.000 (N /A) 57.16 Moment Magnification Factors: Stiffness reduction factor, phi(K) = 0.75 Cracked - section coefficients: cI(beams) = 0.35; cI(columns) = 0.7 0.2 *Ec *Ig + Es *Ise (X -axis) = 2.61e +005 kip -in ^2 X -axis Braced Sway Ld /Comb Pc(kip) Betad Cm Delta Pc(kip) Delta 1 U1 80 0.839 0.600 1.000 - -- N/A - -- U2 70 1.119 0.600 1.000 - -- N/A - -- U3 63 1.333 0.600 1.000 - -- N/A - -- U4 58 1.556 0.600 1.000 - -- N/A - -- Load Combinations: U1 = 1.400 *Dead + 1.700 *Live + 0.000 *Lateral U2 = 1.050 *Dead + 1.275 *Live + 1.275 *Lateral U3 = 1.050 *Dead + 0.000 *Live + 1.275 *Lateral U4 = 0.900 *Dead + 0.000 *Live + 1.300 *Lateral Service Loads: Load Axial Load Mx @ Top Mx @ Bot My @ Top My @ Bot No. Case kip k -ft k -ft k -ft k -ft 1 Dead 3.8 0.3 0.0 0.0 Live 0.6 0.1 0.0 0.0 Latl 0.0 0.0 0.0 0.0 0.0 0.0 0.0 22 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) Load Pu Mux fMnx No. Combo kip k -ft k -ft fMn /Mu 1 1 U1 6.3 0.5 6.6 12.760 2 U2 4.8 0.4 6.4 16.492 3 U3 4.0 0.3 6.3 22.676 4 U4 3.4 0.2 6.3 26.147 * * * Program completed as requested! * * * 0 0 Y +x O 0 8 x 8 in Code: ACI 318 -95 Units: English Run axis: About X -axis Run option: Investigation Slenderness: Considered Column type: Structural Bars: ASTM A615 Date: 07/10/09 Time: 13:59:37 P (kip) 100 — 23. -30 — PCACOL V3.00 (PCA 1999) - Licensed to: Juan Fernandez - Barquin P.E., Doral, FL File: C: \PROGRA- 1 \PCACOL \DATA \TC.COL Project: 9001 NE terr MIAMI Column: TC Engineer: E fc = 3 ksi fy = 60 ksi Ag = 64 inA2 4 #3 bars Ec = 3122 ksi Es = 29000 ksi As = 0.44 inA2 Rho = 0.69% fc = 2.55 ksi e_rup = Infinity Xo = 0.00 in Ix = 341.333 inA4 e_u = 0.003 in /in Yo = 0.00 in ly = 341.333 inA4 Beta1 = 0.85 Clear spacing = 3.50 in Clear cover = 1.88 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng(a,bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 9,01 UE Are e ENGINEER DATE %�� ? ,4 PAGE 24 = //s /. 46 4eidi (`31--19 (8 L�_ 4// w = Jpz JUAN A. FERNANDEZ-BARQUIN, P.E. 2520 N.W. 97'1' Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336-0881. Fax: (786)336-0884 jfbeng@bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 4740/ /Ye— 7b /l1,'2, ENGINEER t•-e2 r DATE 7,40/P9 PAGE 29 I_ _ ! ! i 1 1 t I j j J J . ; I • j i - 1 1 ; — ± ± j j tr . ...1 -,--,- H HI --1 L-- ''-- -I-- . 1 I . J ; ; , : L 1 14 . ■ i 1 i 1 1 - I I i 1 1 F i j ! ! 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' ' ! 1 ' . it, ` J-.. .1. _I I : , , ■ L- ,--.Jrl- ! . • ; • • i i___W. .7, i 4 41 . . . 1 ' I ' ; I ; ' II) ' i _ ---■ i i • I ! , . ■ , , • ' ____, 1 1 - , i t t : , - . . - - ____,.... ,. t t . -t- . t : • t • ) , : 1- - j ' --,-- . I I . . i ' ' T T / • f .1 ; - 11 - t , : t _t ',' (;P--z----=---/-4 t , q ert , , , , I ___ _ ________ ; ; ! ; I ; , , j :, _ ; - . : _____ ; . , , j , , : .1.-- j j ,---. . . r , i : I ■ ■ , , , JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 9O®/ /ea. 7(f • ENGINEER DATE 7 /�t!/ PAGE 26. e, 2 _ =MKS/ 1' / 5;6 =,t /115, gQe29.3x 15 - o a dx 2 —15 ,11° • AZ //die/ 4/0 JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jtbeng@bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 91,0/ A/E- 7/-efe 1j/ �2., ENGINEER DATE 7/6, /2 % ' PAGE 27 .eawy e 6 "/K /2 1' f 2 /- LZ_ s 2 0 PP5, -,o _ /moo P« JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng@bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 9 0.0/ if v&" 76 r ENGINEER DATE 7 /6. /a9 PAGE 2 8 ZDL = 27/ PLC: Lt: /10 PLC re= /2 PL+t LL. Jr / a/ 2 7�) 7` A / 40) 549 Z PLF• 1,1,111_1 01).- ikt ' Q� • JUAN A. FERNANDEZ-BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336-0881• Fax: (786)336-0884 • ifbena@bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 7oei A./6" ENGINEER DATE 741/4 9 PAGE 29 • I ,. .•_. : — . i 1 • , , - • ' , , : i _.. , , , I,— _ • •i , 1 , _L I , ___I- t i ' I _I .1 1 i :__ •_ i : — — - -----;------H- ! I I i 4 4 I I I I , , :,-• --t- • : ! i . • r r 7-1-1 ' j I i i 1 1 , L - -- 1 . • . T , , . i____1 . . 1 , , 1 L • 1 • . , 4; — l liraMMIIMMii -iiiilliaillimildlinftlirlimilIMISMININ I 1 ; r ; • : IN • , II J J i r- 1 : • I , : r • t --- , . .4 . , I + , { I i , , ■ ■ I 1. : ■ •T H H 1 1 1 I , I ,L..._ . I 1 ' . . , i ; . , i i • • , , i 1 1 1 . i i 1. SIMPLE BEAM—UNIFORMLY D DISTRIBUTED LOAD H . .. fol H i I , I ; LI . 111111111111111111 R • 1 i -4 V I _ L MINI M _L! ■ ' ' I S Shear -•11.11111111 M 2 ''' . ..._ ' I M Moment I I—I--; . . . . . _I _ _t_ _ . . ! ! . L I i , . I i i ____, • _ ___: I ; i i _ _•___..4_ L —1 • ,,Ii i , ----1-1--- ! , 1 . • . JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 9®0/ EVE 'let/ - / airs/ ENGINEER DATE 7/' /0 9 • PAGE 30 e /7 dee, 13._ a w 5 = 9,2/ < 7 IfVc ° 0.P95/ 04- 6,7 Aof Vt.) = �, ® kv/ z -A‘ JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng(a,bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME ? ®L ,VE 7/e rr. ENGINEER C • DATE 76/9? • PAGE 3 "G PROVIDE 702 81.a8 Not BR PINE F640J BTRNSERS • 24•e% 0!111111' L®,® s / / Pei' p5-r- JUAN A. FERNANDEZ-BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336-0881. Fax: (786)336-0884 • jfbengebellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No, BN3318 PROJECT NAME 90/ 74 e i' ENGINEER DATE 7/67 PAGE ; , ! ; I • 1 ! I : • -1-- • 1- : L I • ,L. 1 _i ! I • • ; I. „. Li..--- i - I i ; I. I i i j 1 ----, I : ; I : a- _Li_ [ ! ..I . . ; • , ■ [ .1 i— -1 1 ! : . ,_ I .t.,,f ! . — .— —■—.--i. — — —4...— ,in;---- .. ■: i, : , : 1 t —4— I --1— I ! n --, r- .. I 1--- • • .[ .2, 1 i I T I , ; , : t - , - , i ■ I • I ; , 1 , ., , , , . ; 1 , : , I • ,--I- ., ,',-* , ,i1 . .. _ 1-- ! 1 f _ _1 1 . , i . i _,,,t7 ..... : ,,in, I ; ....i....' ......;.......i..wg•. . i - 1 , 1 ■ 7-----r ' 1 _ - r T8 _L. 1 . _ ,__ i i 1,/- 8 - _ _ . ._ _ -1- - i • - - 1--- . - , ---1- , - ''' 1 r . i : 1 i ; t . i • . :----1.- ! , ! • 1 ! I . 1 1 , ! ■ I I II I . 1 WAIN 1. SIMPLE BEAM—UNIFORMLY DISTRIBUTED Total Equiv. Uniform R ., V Vx M max( at center Mx AX LOAD Load . . . ■ sal rol m, — 2 i ■ w G ) . . . . •■• wP lox .. (I—x) 2 6 wl* , _ x) 1 ,r— •• 1 . j 1 , , " ! 4 - 4---1 l• 111111111111111 1 1 ' " . . ' • , - ' -1—i-- Shear -'4111111111111 i . i • t , Ellillilik■ Moment = :oh 24E1 i 1 . H • 1- . I : 1 ! ! ' , . • 1 . , i _....L._. ._.„....,.. _i_...,_. , 1 ,_—__H I .._._ ; I 1 I 1 i . . . 1 ; ; ! I ! ' 4- 4.--!--- .4.. I • ! I "! • ! I i , I ! 1 ; ! , --1-- i i : ; L._ ... T_ , I . , li- "k ' i __TT__ _. . 1 ---.•----I--1-- ' -1--!-- ' -i 1 — i----{ / _L_ ,..:_7/i. ---,t, ix / . ' • ! • • : • ; . : , 1 _ _______IH4,_/ _ A. I-1 I .., _I.. , : 1--- . . , . „....1 4-1 : , , , __, , , ..,___, .....—i_ .._ _ :t ]_ . . _ __,.. , , . , f i ; , _ _[_____ • , _ -t- . -.I- ....L.„.......:..., ; 1 1 __ __.4_._..L.L.L.. i _...1 , ;____ I_____,_...__—_____ 1_ _L__.2„. • ' ; ! _,-. ! _L_ 1 .1 1 I , ; . •/ 1 ; I , - ..— . s , L ...._ ___L I ' • --L • , ' . -LL_ . _ _l___.„ ___,.___. :,----: 1 1 1---' ! , . -• --I !--1 --- 1-1-- • J ! I ' : I : J_:._ ±, ' 1 _1_,. .7,7',„!, _ ' - - ! r ., . , 1 . 1 +-4--1-- - : 1 . • , ; .,_. ______. _,:... ______ T I • , : --1,...., 1 n 1 1 I 1 1! , , : •,• t ' ! - • , ; 1 ; • 1 , I L._.!_.....4. 1 , , ; I I n : , , ! 1 ! . JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • ifbeng @bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 96/ A/ 7efd' ENGINEER C' DATE 7/6/® 9 PAGE 33 .e.-7 el/ e /0 50 1P5/ See ddeJ 6- b / /4i /,‘ //) s/ sx 2/,,� s _ /./j // p 1' < /v.6e31 Psi �= /75* p51 --fV- 5 7 `,5/ • / 6x 527 /� /5,oegr/,2 v= /75 p5� 1 1 1 1 31 Table 4B Reference Design Values for Visually Graded Southern Pine Dimension Lumber (2" - 4" thick)1,2,3,4,5 (Tabulated design values are for normal load duration and dry service conditions, unless specified otherwise. See NDS 4.3 for a comprehensive description of design value adjustment factors.) USE WITH TABLE 4B ADJUSTMENT FACTORS Species and commercial grade Size classification Design values in pounds per square inch (psi) Grading Rules Agency Bending Fb Tension parallel to grain F, Shear parallel to grain F„ Compression perpendicular to grain Fu Compression parallel to grain Fc Modulus of Elasticity E Eno , SOUTHERN PINE Dense Select Structural 3,050 1,650 175 660 2,250 1,900,000 690,000 Select Structural 2,850 1,600 175 565 2,100 1,800,000 660,000 Non -Dense Select Structural 2,650 1,350 175 480 1,950 1,700,000 620,000 No.1 Dense 2,000 1,100 175 660 2,000 1,800,000 660,000 No.1 2° - 4° wide 1,850 1,050 175 565 1,850 1,700,000 620,000 No.1 Non -Dense 1,700 900 175 480 1,700 1,600,000 580,000 No.2 Dense 1,700 875 175 660 1,850 1,700,000 620,000 No.2 1,500 825 175 565 1,650 1,600,000 580,000 No.2 Non -Dense 1,350 775 175 480 1,600 1,400,000 510,000 No.3 and Stud 850 475 175 565 975 1,400,000 510,000 Construction 1,100 625 175 565 1,800 1,500,000 550,000 Standard 4° wide 625 350 175 565 1,500 1,300,000 470,000 Utility 300 175 175 565 975 1,300,000 470,000 Dense Select Structural 2,700 1,500 175 660 2,150 1,900,000 690,000 Select Structural 2,550 1,400 175 565 2,000 1,800,000 660,000 Non -Dense Select Structural 2,350 1,200 175 480 1,850 1,700,000 620,000 No.1 Dense 1,750 950 175 660 1,900 1,800,000 660,000 No.1 1,650 900 175 565 1,750 1,700,000 620,000 No.1 Non -Dense 5 ° -6° wide 1,500 800 175 480 1,600 1,600,000 580,000 No.2 Dense 1,450 775 175 660 1,750 1,700,000 620,000 No.2 1,250 725 175 565 1,600 1,600,000 580,000 No.2 Non -Dense 1,150 675 175 480 1,500 1,400,000 510,000 No.3 and Stud 750 425 175 565 925 1,400,000 510,000 Dense Select Structural 2,450 1,350 175 660 2,050 1,900,000 690,000 Select Structural 2,300 1,300 175 565 1,900 1,800,000 660,000 Non -Dense Select Structural 2,100 1,100 175 480 1,750 1,700,000 620,000 SPIB No.1 Dense 1,650 875 175 660 1,800 1,800,000 660,000 No.1 8° wide 1,500 825 175 565 1,650 1,700,000 620,000 No.1 Non -Dense 1,350 725 175 480 1,550 1,600,000 580,000 No.2 Dense 1,400 675 175 660 1,700 1,700,000 620,000 No.2 1,200 650 175 565 1,550 1,600,000 580,000 No.2 Non -Dense 1,100 600 175 480 1,450 1,400,000 510,000 No.3 and Stud 700 400 175 565 875 1,400,000 510,000 Dense Select Structural 2,150 1,200 175 660 2,000 1,900,000 690,000 Select Structural 2,050 1,100 175 565 1,850 1,800,000 660,000 Non -Dense Select Structural 1,850 950 175 480 1,750 1,700,000 620,000 No.1 Dense 1,450 775 175 660 1,750 1,800,000 660,000 No.1 10° wide 1,300 725 175 565 1,600 1,700,000 620,000 No.1 Non -Dense 1,200 650 175 480 1,500 1,600,000 580,000 No.2 Dense 1,200 625 175 660 1,650 1,700,000 620,000 No.2 - - ° -°-- - --- - - 1,050 - - 575 --a - 175 565 1,500 1,600,000 580,000 No.2 Non -Dense 950 550 175 480 1,400 1,400,000 510,000 No.3 and Stud 600 325 175 565 850 1,400,000 510,000 Dense Select Structural 2,050 1,100 175 660 1,950 1,900,000 690,000 Select Structural 1,900 1,050 175 565 1,800 1,800,000 660,000 Non -Dense Select Structural 1,750 900 175 480 1,700 1,700,000 620,000 No.1 Dense 1,350 725 175 660 1,700 1,800,000 660,000 No.1 12° wide 1,250 675 175 565 1,600 1,700,000 620,000 No.1 Non -Dense 1,150 600 175 480 1,500 1,600,000 580,000 No.2 Dense 1,150 575 175 660 1,600 1,700,000 620,000 No.2 975 550 175 565 1,450 1,600,000 580,000 No.2 Non -Dense 900 525 175 480 1,350 1,400,000 510,000 No.3 and Stud 575 325 175 565 825 1,400,000 510,000 AMERICAN WOOD COUNCIL 1 1 1 1 1 SECTION PROPERTIES Table 1B Section Properties of Standard Dressed (S4S) Sawn Lumber Nominal Size bxd Standard Dressed Size (S4S) bxd inches x inches Area of Section A in? X -X Axis Y -Y Axis Approximate weight in pounds per linear foot (lb./ft.) of piece when density of wood equals: Section Modulus S. in .3 Moment of Inertia I. in.4 Section Modulus Syy in .3 Moment of Inertia lyr in.4 25 lb./ft3 30 Ibift.3 35 Ibift.3 40 lb.fft3 45 Ibift.3 50 Ib. /ft3 1 x 3 3/4 x 2 -1/2 1.875 0.781 0.977 0.234 0.088 0.326 0.391 0.456 0.521 0.586 0.651 1 x 4 3/4 x 3 -1/2 2.625 1.531 2.680 0.328 0.123 0.456 0.547 0.638 0.729 0.820 0.911 1 x 6 3/4 x 5 -1/2 4.125 3.781 10.40 0.516 0.193 0.716 0.859 1.003 1.146 1.289 1.432 1 x 8 3/4 x 7 -1/4 5.438 6.570 23.82 0.680 0.255 0.944 1.133 1.322 1.510 1.699 1.888 1 x 10 3/4 x 9 -1/4 6.938 10.70 49.47 0.867 0.325 1.204 1.445 1.686 1.927 2.168 2.409 1 x 12 3/4 x 11-1/4 8.438 15.82 88.99 1.055 0.396 1.465 1.758 2.051 2.344 2.637 2.930 2 x 3 1 -1/2 x 2 -1/2 3.750 1.563 1.953 0.938 0.703 0.651 0.781 0.911 1.042 1.172 1.302 2 x 4 1 -1/2 x 3 -1/2 5.250 3.063 5.359 1.313 0.984 0.911 1.094 1.276 1.458 1.641 1.823 2 x 5 1 -1/2 x 4 -1/2 6.750 5.063 11.39 1.688 1.266 1.172 1.406 1.641 1.875 2.109 2.344 2 x 6 1-1/2 x 5-1/2 8.250 7.563 20.80 2.063 1.547 1.432 1.719 2.005 2.292 2.578 2.865 2 x 8 1-1/2 x 7-1/4 10.88 13.14 47.63 2.719 2.039 1.888 2.266 2.643 3.021 3.398 3.776 1 x 10 1 -1/2 x 9 -1/4 15788 21.39 98.93 3.469 2.60 -2 2.409 2.891 3.372 3.854 4.336 4.818 2 x - 1- x -1/ 16.88 .64 _ _.._ _,` :. � ; .2 3.164 2.930 3.516 4.102 4.688 5.273 5.859 2 x 14 1-1/2 x 13-1/4 19.88 43.89 290.8 4.969 3.727 3.451 4.141 4.831 5.521 6.211 6.901 3 x 4 2 -1/2 x 3 -1/2 8.750 5.104 8.932 3.646 4.557 1.519 1.823 2.127 2.431 2.734 3.038 3 x 5 2 -1/2 x 4 -1/2 11.25 8.438 18.98 4.688 5.859 1.953 2.344 2.734 3.125 3.516 3.906 3 x 6 2 -1/2 x 5 -1/2 13.75 12.60 34.66 5.729 7.161 2.387 2.865 3.342 3.819 4.297 4.774 3 x 8 2 -1/2 x 7 -1/4 18.13 21.90 79.39 7.552 9.440 3.147 3.776 4.405 5.035 5.664 6.293 3 x 10 2 -1/2 x 9 -1/4 23.13 35.65 164.9 9.635 12.04 4.015 4.818 5.621 6.424 7.227 8.030 3 x 12 2 -1/2 x 11 -1/4 28.13 52.73 296.6 11.72 14.65 4.883 5.859 6.836 7.813 8.789 9.766 3 x 14 2 -1/2 x 13 -1/4 33.13 73.15 484.6 13.80 17.25 5.751 6.901 8.051 9.201 10.35 11.50 3 x 16 2 -1/2 x 15 -1/4 38.13 96.90 738.9 15.89 19.86 6.619 7.943 9.266 10.59 11.91 13.24 4 x 4 3 -1/2 x 3 -1/2 12.25 7.146 12.51 7.146 12.51 2.127 2.552 2.977 3.403 3.828 4.253 4 x 5 3 -1/2 x 4 -1/2 15.75 11.81 26.58 9.188 16.08 2.734 3.281 3.828 4.375 4.922 5.469 4 x 6 3 -1/2 x 5 -1/2 19.25 17.65 48.53 11.23 19.65 3.342 4.010 4.679 5.347 6.016 6.684 4 x 8 3 -1/2 x 7 -1/4 25.38 30.66 111.1 14.80 25.90 4.405 5.286 6.168 7.049 7.930 8.811 4 x 10 3-1/2 x 9-1/4 32.38 49.91 230.8 18.89 33.05 5.621 6.745 7.869 8.993 10.12 11.24 4 x 12 3-1/2 x 11-1/4 39.38 73.83 415.3 22.97 40.20 6.836 8.203 9.570 10.94 12.30 13.67 4 x 14 3 -1/2 x 13 -1/4 46.38 102.4 678.5 27.05 47.34 8.051 9.661 11.27 12.88 14.49 16.10 4 x 16 3-1/2 x 15-1/4 53.38 135.7 1034 31.14 54.49 9.266 11.12 12.97 14.83 16.68 18.53 5 x 5 4 -1/2 x 4 -1/2 20.25 15.19 34.17 15.19 34.17 3.516 4.219 4.922 5.625 6.328 7.031 6 x 6 5 -1/2 x 5 -1/2 30.25 27.73 76.26 27.73 76.26 5.252 6.302 7.352 8.403 9.453 10.50 6 x 8 5 -1/2 x 7 -1/2 41.25 51.56 193.4 37.81 104.0 7.161 8.594 10.03 11.46 12.89 14.32 6 x 10 5 -1/2 x 9 -1/2 52.25 82.73 393.0 47.90 131.7 9.071 10.89 12.70 14.51 16.33 18.14 6 x 12 5 -1/2 x 11 -1/2 63.25 121.2 697.1 57.98 159.4 10.98 13.18 15.37 17.57 19.77 21.96 6 x 14 5 -1/2 x 13 -1/2 74.25 167.1 1128 68.06 187.2 12.89 15.47 18.05 20.63 23.20 25.78 6 x 16 5 -1/2 x 15 -1/2 85.25 220.2 1707 78.15 214.9 14.80 17.76 20.72 23.68 26.64 29.60 6 x 18 5 -1/2 x 17 -1/2 96.25 280.7 2456 88.23 242.6 16.71 20.05 23.39 26.74 30.08 33.42 6 x 20 5 -1/2 x 19 -1/2 107.3 348.6 3398 98.31 270.4 18.62 22.34 26.07 29.79 33.52 37.24 6 x 22 5 -1/2 x 21 -1/2 118.3 423.7 4555 108.4 298.1 20.53 24.64 28.74 32.85 36.95 41.06 6 x 24 5 -1/2 x 23 -1/2 129.3 506.2 5948 118.5 325.8 22.44 26.93 31.41 35.90 40.39 44.88 8 x 8 7 -1/2 x 7 -1/2 56.25 70.31 263.7 70.31 263.7 .9.766 11.72 13.67 15.63 17.58 19.53 8 x 10 7 -1/2 x 9 -1/2 71.25 112.8 535.9 89.06 334.0 12.37 14.84 17.32 19.79 22.27 24.74 8 x 12 7 -1/2 x 11 -1/2 86.25 165.3 950.5 107.8 404.3 14.97 17.97 20.96 23.96 26.95 29.95 8 x 14 7 -1/2 x 13 -1/2 101.3 227.8 1538 126.6 474.6 17.58 21.09 24.61 28.13 31.64 35.16 8 x 16 7 -1/2 x 15 -1/2 116.3 300.3 2327 145.3 544.9 20.18 24.22 28.26 32.29 36.33 40.36 8 x 18 7 -1/2 x 17 -1/2 131.3 382.8 3350 164.1 615.2 22.79 27.34 31.90 36.46 41.02 45.57 8 x 20 7 -1/2 x 19 -1/2 146.3 475.3 4634 182.8 685.5 25.39 30.47 35.55 40.63 45.70 50.78 8 x 22 7 -1/2 x 21 -1/2 161.3 577.8 6211 201.6 755.9 27.99 33.59 39.19 44.79 50.39 55.99 8 x 24 7 -1/2 x 23 -1/2 176.3 690.3 8111 220.3 826.2 30.60 36.72 42.84 48.96 55.08 61.20 10 x 10 9 -1/2 x 9 -1/2 90.25 142.9 678.8 142.9 678.8 15.67 18.80 21.94 25.07 28.20 31.34 10 x 12 9-1/2 x 11-1/2 109.3 209.4 1204 173.0 821.7 18.97 22.76 26.55 30.35 34.14 37.93 10 x 14 9 -1/2 x 13 -1/2 128.3 288.6 1948 203.1 964.5 22.27 26.72 31.17 35.63 40.08 44.53 10 x 16 9 -1/2 x 15 -1/2 147.3 380.4 2948 233.1 1107 25.56 30.68 35.79 40.90 46.02 51.13 10 x 18 9 -1/2 x 17 -1/2 166.3 484.9 4243 263.2 1250 28.86 34.64 40.41 46.18 51.95 57.73 10 x 20 9 -1/2 x 19 -1/2 185.3 602.1 5870 293.3 1393 32.16 38.59 45.03 51.46 57.89 64.32 10 x 22 9 -1/2 x 21 -1/2 204.3 731.9 7868 323.4 1536 35.46 42.55 49.64 56.74 63.83 70.92 10 x 24 9 -1/2 x 23 -1/2 223.3 874.4 10270 353.5 1679 38.76 46.51 54.26 62.01 69.77 77.52 AMERICAN WOOD COUNCIL JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng(abellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME %00/ NE- 9/ dery i ENGINEER DATE 7 / /o /O • PAGE Nil' I GO40,7d e D/_ p5 LL= C�aP5F 7L / �• aJ = 85 !� ' #‘4 // 3 . / PL JUAN A. FERNANDEZ-BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336-0881. Fax: (786)336-0884 • ifbena@bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 900 / 4./E. 9/ Ter/ .0/2; ENGINEER DATE 7/7'/I9 PAGE 37 1-- t . , . i 1 : _ j _Ii i i_ ! _ .L___- • ' 1 I ■ . I . ! i i f , , , I 1 ' 1 r '- rii .-t-, ,, I , I 1 I : • i. 1 1 - - - , _ - , - ---- -,-- 1. SIMPLE BEAM—UNIFORMLY DISTRIBUTED LOAD I, L Total Equiv. Uniform Load . . . - sal i wl -! I-- ■ i 1 R !.! V - inIIIIIIIIIII1 - —2 1 vx .. so (1- X) i : . wra : M max. ( at center ) ". MR • ' " • Shear -.Iiiiii Mx — gox s .. ks„ —x) 2 i ( at center ) 6 widi , • " • = • • I...___ 131111111k■ Ax = I Moment 24E1 ! ' . ; I _ ,. 1......_ ...._ • .1___Hi. ' i t I ' • i ' i I L L I I___•. -1 ! I i I ..- —. I I i I 1 i T ; ': " 7- 1 • i i ! I C I . --1 i i -, ! I I 1 1 ' I X 1)(4 ,PTC 17tr ' T. i 1 • I I r-i f L HI: I , ■ 1 , , . I ... ■■•1■■■■■ ! , ' i i ■ 1 . ' 1 1 T . • . ; ; •F-1 I 1 ; --, r ' ' - - • -1 — ' - 1 ' 1 . . . ; • -1 . - . . : I 1 1 L ___ __I____i__ • . ..__ • ..i._ : : . . . ; -- /17,04 •t: L -.I.-. . , I ! . . , , 1 I. ; I T L . --[ i I i 1 I : r- ! . : . ■ . i Vrri If I = ' ',. j/ 0;7 - )..s __,p---,,6.7 ; : • _ ____; ____ . : . : 1 , - ; • ; i_. ' ' -,-- ! 1- ' .., - : ; . ; , • I ; ; , , I : • . • -L— -, r 1-- . I 1 : I I ..,___i_ , ,_ ' __' _ • ,: -I ; r ' i • • 1 . . r ; 1 1 [ I ; ; i i ', ! i i ' : ' • ;•-t- : : ■ ■ i 1 T I_ 1 I I ; ;;._ .. i ; ; - i • - T ; ■ ■ T 1 • ' 1 I ; -4 1- . . f-- : I- , - . I IF ---._41.11/0111 „ger? ,...1 , , -,---- - 1 -7-1 :.--- - t 1 L . .1 i • . 1 i ._ L L._ • ....i...._4_ - JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • jfbeng@bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME °j OD/ it/E7 9/ 7e9a- y, ;3 . ENGINEER DATE 7/ /9/t PAGE 3 8• /29' Ity6-- 7I _ /(-1— 5954 , it. /3. /- 117;i1z /V= rj:L=t;-4.-Th „eke Eig $ 32//at' /v--- 17,..5 < -172 tr /7 7 4s1.��5,'. 1 39. Table 4B Reference Design Values for Visually Graded Southern Pine Dimension Lumber (2" - 4" thick)1,2,3,4,5 (Tabulated design values are for normal load duration and dry service conditions, unless specified otherwise. See NDS 4.3 for a comprehensive description of design value adjustment factors.) USE WITH TABLE 4B ADJUSTMENT FACTORS Species and commercial grade Size classification Design values in pounds per square inch (psi) Grading Rules Agency Bending Fb Tension parallel to grain Ft Shear parallel to grain F„ Compression perpendicular to grain Fa Compression parallel to grain F, Modulus of Elasticity E E , SOUTHERN PINE ' Dense Select Structural Select Structural Non -Dense Select Structural No.1 Dense No.1 No.1 Non -Dense No.2 Dense No.2 No.2 Non -Dense No.3 and Stud 2° - 4' wide 3,050 2,850 2,650 2,000 1,850 1,700 1,700 1,500 1,350 850 1,650 1,600 1,350 1,100 1,050 900 875 825 775 475 175 175 175 175 175 175 175 175 175 175 660 565 480 660 565 480 660 565 480 565 2,250 2,100 1,950 2,000 1,850 1,700 1,850 1,650 1,600 975 1,900,000 1,800,000 1,700,000 1,800,000 1,700,000 1,600,000 1,700,000 1,600,000 1,400,000 1,400,000 690,000 660,000 620,000 660,000 620,000 580,000 620,000 580,000 510,000 510,000 SPIB Construction Standard Utility 4° wide 1,100 625 300 625 350 175 175 175 175 565 565 565 1,800 1,500 975 1,500,000 1,300,000 1,300,000 550,000 470,000 470,000 Dense Select Structural Select Structural Non -Dense Select Structural No.1 Dense No.1 No.1 Non-Dense No.2 Dense No.2 Not Non -Dense No.3 and Stud 5 ° -6 °wide 2,700 2,550 2,350 1,750 1,650 1,500 1,450 1,250 1,150 750 1,500 1,400 1,200 950 900 800 775 725 675 425 175 175 175 175 175 175 175 175 175 175 660 565 480 660 565 480 660 565 480 565 2,150 2,000 1,850 1,900 1,750 1,600 1,750 1,600 1,500 925 1,900,000 1,800,000 1,700,000 1,800,000 1,700,000 1,600,000 1,700,000 1,600,000 1,400,000 1,400,000 690,000 660,000 620,000 660,000 620,000 580,000 620,000 580,000 510,000 510,000 Dense Select Structural Select Structural Non -Dense Select Structural No.1 Dense No.1 No.1 Non -Dense No.2 Dense No.2 \ 8° wide 2,450 2,300 2,100 1,650 1,500 1,350 1 0 1,350 1,300 1,100 875 825 725 675 °° --650 600 400 175 175 175 175 175 175 175 175 175 660 565 480 660 565 480 660 565 480 565 2,050 1,900 1,750 1,800 1,650 1,550 1,700 1,550 1,450 875 1,900,000 1,800,000 1,700,000 1,800,000 1,700,000 1,600,000 1,700,000 1,600,000 1,400,000 1,400,000 690,000 660,000 620,000 660,000 620,000 580,000 620,000 580,000 510,000 510,000 - No.2 Non -Dense No.3 and Stud 1,20 1,100 700 Dense Select Structural Select Structural Non -Dense Select Structural No.1 Dense No.1 No.1 Non -Dense No.2 Dense No.2 No.2 Non -Dense No.3 and Stud 10 °wide 2,150 2,050 1,850 1,450 1,300 1,200 1,200 1,050 950 600 1,200 1,100 950 775 725 650 625 575 550 325 175 175 175 175 175 175 175 175 175 175 660 565 480 660 565 480 660 565 480 565 2,000 1,850 1,750 1,750 1,600 1,500 1,650 1,500 1,400 850 1,900,000 1,800,000 1,700,000 1,800,000 1,700,000 1,600,000 1,700,000 1,600,000 1,400,000 1,400,000 690,000 660,000 620,000 660,000 620,000 580,000 620,000 580,000 510,000 510,000 Dense Select Structural Select Structural Non -Dense Select Structural No.1 Dense No.1 No.1 Non -Dense No.2 Dense No.2 No.2 Non -Dense No.3 and Stud 12° wide 2,050 1,900 1,750 1,350 1,250 1,150 1,150 975• 900 575 1,100 1,050 900 725 675 600 575 550 525 325 175 175 175 175 175 175 175 175 175 175 660 565 480 660 565 480 660 565 480 565 1,950 1,800 1,700 1,700 1,600 1,500 1,600 1,450 1,350 825 1,900,000 1,800,000 1,700,000 1,800,000 1,700,000 1,600,000 1,700,000 1,600,000 1,400,000 1,400,000 690,000 660,000 620,000 660,000 620,000 580,000 620,000 580,000 510,000 510,000 AMERICAN WOOD COUNCIL ITable 1B Section Properties of Standard Dressed (S4S) Sawn Lumber 1 1 1 Nominal Size bxd Standard Dressed Size (S4S) bxd inches x inches Area of Section A in.2 X -X Axis Y -Y Axis Approximate weight in pounds per linear foot (1b./ft.) of piece when density of wood equals: Section Modulus S. in 3 Moment of Inertia I. in.4 Section Modulus Sy, in .3 Moment of Inertia lyy in.4 25 lb./ t.3 30 Ib./ft.3 35 Ibitt.3 40 Ib./ft.3 45 Ib /ft.3 50 Ib./ft.3 1 x 3 3/4 x 2 -1/2 1.875 0.781 0.977 0.234 0.088 0.326 0.391 0.456 0.521 0.586 0.651 1 x 4 3/4 x 3 -1/2 2.625 1.531 2.680 0.328 0.123 0.456 0.547 0.638 0.729 0.820 0.911 1 x 6 3/4 x 5 -1/2 4.125 3.781 10.40 0.516 0.193 0.716 0.859 1.003 1.146 1.289 1.432 1 x 8 3/4 x 7 -1/4 5.438 6.570 23.82 0.680 0.255 0.944 1.133 1.322 1.510 1.699 1.888 1 x 10 3/4 x 9 -1/4 6.938 10.70 49.47 0.867 0.325 1.204 1.445 1.686 1.927 2.168 2.409 1 x 12 3/4 x 11 -1/4 8.438 15.82 88.99 1.055 0.396 1.465 1.758 2.051 2.344 2.637 2.930 2 x 3 1 -1/2 x 2 -1/2 3.750 1.563 1.953 0.938 0.703 0.651 0.781 0.911 1.042 1.172 1.302 2 x 4 1 -1/2 x 3 -1/2 5.250 3.063 5.359 1.313 0.984 0.911 1.094 1.276 1.458 1.641 1.823 2 x 5 1 -1/2 x 4 -1/2 6.750 5.063 11.39 1.688 1.266 1.172 1.406 1.641 1.875 2.109 2.344- 2 x 6 ___. 1 =1/2 x 5 -1/2 8.250 7.563 20.80 2.063 1.547 1.432 1.719 2.005 2.292 2.578 2.865 L2 x 8 1 -1 /2 x 7-1 /4 10.88 13. Y ' -� :63' . 19 ' 2.039 1.888 2.266 2.643 3.021 3.398 3.776 2 x 10 1 -1/2 x 9 -1/4 13.88 21.39 98.93 3.469 "2:602 -- 2.409 2.891 3.372 3.854 4.336 4.818 2 x 12 1 -1/2 x 11 -1/4 16.88 31.64 178.0 4.219 3.164 2.930 3.516 4.102 4.688 5.273 5.859 2 x 14 1 -1/2 x 13 -1/4 19.88 43.89 290.8 4.969 3.727 3.451 4.141 4.831 5.521 6.211 6.901 3 x 4 2 -1/2 x 3 -1/2 8.750 5.104 8.932 3.646 4.557 1.519 1.823 2.127 2.431 2.734 3.038 3 x 5 2 -1/2 x 4 -1/2 11.25 8.438 18.98 4.688 5.859 1.953 2.344 2.734 3.125 3.516 3.906 3 x 6 2 -1/2 x 5 -1/2 13.75 12.60 34.66 5.729 7.161 2.387 2.865 3.342 3.819 4.297 4.774 3 x 8 2 -1/2 x 7 -1/4 18.13 21.90 79.39 7.552 9.440 3.147 3.776 4.405 5.035 5.664 6.293 3 x 10 2 -1/2 x 9 -1/4 23.13 35.65 164.9 9.635 12.04 4.015 4.818 5.621 6.424 7.227 8.030 3 x 12 2 -1/2 x 11 -1/4 28.13 52.73 296.6 11.72 14.65 4.883 5.859 6.836 7.813 8.789 9.766 3 x 14 2 -1/2 x 13 -1/4 33.13 73.15 484.6 13.80 17.25 5.751 6.901 8.051 9.201 10.35 11.50 3 x 16 2 -1/2 x 15 -1/4 38.13 96.90 738.9 15.89 19.86 6.619 7.943 9.266 10.59 11.91 13.24 4 x 4 3 -1/2 x 3 -1/2 12.25 7.146 12.51 7.146 12.51 2.127 2.552 2.977 3.403 3.828 4.253 4 x 5 3 -1/2 x 4 -1/2 15.75 11.81 26.58 9.188 16.08 2.734 3.281 3.828 4.375 4.922 5.469 4 x 6 3-1/2 x 5 -1/2 19.25 17.65 48.53 11.23 19.65 3.342 4.010 4.679 5.347 6.016 6.684 4 x 8 3 -1/2 x 7 -1/4 25.38 30.66 111.1 14.80 25.90 4.405 5.286 6.168 7.049 7.930 8.811 4 x 10 3 -1/2 x 9 -1/4 32.38 49.91 230.8 18.89 33.05 5.621 6.745 7.869 8.993 10.12 11.24 4 x 12 3 -1/2 x 11 -1/4 39.38 73.83 415.3 22.97 40.20 6.836 8.203 9.570 10.94 12.30 13.67 4 x 14 3 -1/2 x 13 -1/4 46.38 102.4 678.5 27.05 47.34 8.051 9.661 11.27 12.88 14.49 16.10 4 x 16 3 -1/2 x 15 -1/4 53.38 135.7 1034 31.14 54.49 9.266 11.12 12.97 14.83 16.68 18.53 5 x 5 4 -1/2 x 4 -1/2 20.25 15.19 34.17 15.19 34.17 3.516 4.219 4.922 5.625 6.328 7.031 6 x 6 5 -1/2 x 5 -1/2 30.25 27.73 76.26 27.73 76.26 5.252 6.302 7.352 8.403 9.453 10.50 6 x 8 5-1/2 x 7-1/2 41.25 51.56 193.4 37.81 104.0 7.161 8.594 10.03 11.46 12.89 14.32 6 x 10 5 -1/2 x 9 -1/2 52.25 82.73 393.0 47.90 131.7 9.071 10.89 12.70 14.51 16.33 18.14 6 x 12 5 -1/2 x 11 -1/2 63.25 121.2 697.1 57.98 159.4 10.98 13.18 15.37 17.57 19.77 21.96 6 x 14 5 -1/2 x 13 -1/2 74.25 167.1 1128 68.06 187.2 12.89 15.47 18.05 20.63 23.20 25.78 6 x 16 5 -1/2 x 15 -1/2 85.25 220.2 1707 78.15 214.9 14.80 17.76 20.72 23.68 26.64 29.60 6 x 18 5 -1/2 x 17 -1/2 96.25 280.7 2456 88.23 242.6 16.71 20.05 23.39 26.74 30.08 33.42 6 x 20 5 -1/2 x 19 -1/2 107.3 348.6 3398 98.31 270.4 18.62 22.34 26.07 29.79 33.52 37.24 6x22 5 -1/2 x 21 -1/2 118.3 423.7 4555 108.4 298.1 20.53 24.64 28.74 32.85 36.95 41.06 6 x 24 5 -1/2 x 23 -1/2 129.3 506.2 5948 118.5 325.8 22.44 26.93 31.41 35.90 40.39 44.88 8 x 8 7 -1/2 x 7 -1/2 56.25 70.31 263.7 70.31 263.7 9.766 11.72 13.67 15.63 17.58 19.53 8 x 10 7 -1/2 x 9 -1/2 71.25 112.8 535.9 89.06 334.0 12.37 14.84 17.32 19.79 22.27 24.74 8 x 12 7 -1/2 x 11 -1/2 86.25 165.3 950.5 107.8 404.3 14.97 17.97 20.96 23.96 26.95 29.95 8 x 14 7 -1/2 x 13 -1/2 101.3 227.8 1538 126.6 474.6 17.58 21.09 24.61 28.13 31.64 35.16 8 x 16 7 -1/2 x 15 -1/2 116.3 300.3 2327 145.3 544.9 20.18 24.22 28.26 32.29 36.33 40.36 8 x 18 7 -1/2 x 17 -1/2 131.3 382.8 3350 164.1 615.2 22.79 27.34 31.90 36.46 41.02 45.57 8 x 20 7 -1/2 x 19 -1/2 146.3 475.3 4634 182.8 685.5 25.39 30.47 35.55 40.63 45.70 50.78 8 x 22 7 -1/2 x 21 -1/2 161.3 577.8 6211 201.6 755.9 27.99 33.59 39.19 44.79 50.39 55.99 8 x 24 7 -1/2 x 23 -1/2 176.3 690.3 8111 220.3 826.2 30.60 36.72 42.84 48.96 55.08 61.20 10 x 10 9 -1/2 x 9 -1/2 90.25 142.9 678.8 142.9 678.8 15.67 18.80 21.94 25.07 28.20 31.34 10 x 12 9 -1/2 x 11 -1/2 109.3 209.4 1204 173.0 821.7 18.97 22.76 26.55 30.35 34.14 37.93 10 x 14 9-1/2 x 13-1/2 128.3 288.6 1948 203.1 964.5 22.27 26.72 31.17 35.63 40.08 44.53 10 x 16 9 -1/2 x 15 -1/2 147.3 380.4 2948 233.1 1107 25.56 30.68 35.79 40.90 46.02 51.13 10 x 18 9 -1/2 x 17 -1/2 166.3 484.9 4243 263.2 1250 28.86 34.64 40.41 46.18 51.95 57.73 10 x 20 9 -1/2 x 19 -1/2 185.3 602.1 5870 293.3 1393 32.16 38.59 45.03 51.46 57.89 64.32 10 x 22 9 -1/2 x 21 -1/2 204.3 731.9 7868 323.4 1536 35.46 42.55 49.64 56.74 63.83 70.92 10 x 24 9 -1/2 x 23 -1/2 223.3 874.4 10270 353.5 1679 38.76 46.51 54.26 62.01 69.77 77.52 AMERICAN WOOD COUNCIL • JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • ifbeng(a,bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME WO/ Al C let / 0 /;i7.7,. ENGINEER DATE 7 /7 /0% PAGE 4/ iJO®e ivn/tvr A 2x12 Not 80. PINE STRINGERS • 24• c/a �� -4,35/ Lon ®5 Z.L = /00 ,jr x 1,30' C 13_5 72274 L 2412 ' u/ _ f98 PL,�' 1 JUAN A. FERNANDEZ-BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336-0881* Fax: (786)336-0884 • jfbeng@bellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 9'/ A/E 71.e..er ENGINEER DATE 7/7/P 9 PAGE IL 1 r °- L__ 1 1 ...0 . .....0‘,/ , ,f, –0- — — 1 .. I. 4 4 ' . ; . . ' ' ____i. . . , , . I ; ! J -i- -4 ' . 4 , . .1. I. I ; . 1 ; r • .1, .4._ _ - t t - : -, : : ! - r•--i 4- - 1 1 — _ . _4_ 1 1 — • — , , I .,=t09 i T , 1-‘1:1 i i 1 1 1 I . - I r 1 I i I ..... - -. H ( 1 --I— ' , 1 1 . r I . ; . . ( : , :__j , ' ; , ; 7 71 _:„ .4_ . . ...I___E _ ,._ t t . , . . I I : : i , i I I i : : : : : I . I I— i I II . . , : , i - -1-• , 'IL._, . ' — L 7 i I I 1 . ' : 1 i ' i 7 i. ' • . i ; I I ! ! - ,_. ' till . . . i 1 1 Table 4B Reference Design Values for Visually Graded Southern Pine Dimension Lumber (2" - 4" thick)1,2,3'4'5 (Tabulated design values are for normal load duration and dry service conditions, unless specified otherwise. See NDS 4.3 for a comprehensive description of design value adjustment factors.) USE WITH TABLE 4B ADJUSTMENT FACTORS Species and commercial grade Size classification Design values in pounds per square inch (psi) Grading Rules Agency Bending Fb Tension parallel to grain Ft Shear parallel to grain F„ Compression perpendicular to grain Fci Compression parallel to grain F, Modulus of Elasticity E E,,, SOUTHERN PINE Dense Select Structural 3,050 1,650 175 660 2,250 1,900,000 690,000 Select Structural 2,850 1,600 175 565 2,100 1,800,000 660,000 Non -Dense Select Structural 2,650 1,350 175 480 1,950 1,700,000 620,000 No.1 Dense 2,000 1,100 175 660 2,000 1,800,000 660,000 No.1 2° - 4° wide 1,850 1,050 175 565 1,850 1,700,000 620,000 No.1 Non -Dense 1,700 900 175 480 1,700 1,600,000 580,000 No.2 Dense 1,700 875 175 660 1,850 1,700,000 620,000 No.2 1,500 825 175 565 1,650 1,600,000 580,000 No.2 Non -Dense 1,350 775 175 480 1,600 1,400,000 510,000 No.3 and Stud 850 475 175 565 975 1,400,000 510,000 Construction 1,100 625 175 565 1,800 1,500,000 550,000 Standard 4° wide 625 350 175 565 1,500 1,300,000 470,000 Utility 300 175 175 565 975 1,300,000 470,000 Dense Select Structural 2,700 1,500 175 175 175 175 175 1 175 175 175 175 175 8 2 P3 8 2 9° 8 2 2 4,3 U) v. CD CD - LO 2,150 1,900,000 690,000 Select Structural 2,550 1,400 2,000 1,800,000 660,000 Non -Dense Select Structural 2,350 1,200 1,850 1,700,000 620,000 No.1 Dense 1,750 950 1,900 1,800,000 660,000 No.1 1,650 900 1,750 1,700,000 620,000 No.1 Non -Dense 5° - 6° wide 1,500 800 1,600 1,600,000 580,000 No.2 Dense 1,450 775 1,750 1,700,000 620,000 No.2 1,250 725 1,600 1,600,000 580,000 No.2 Non -Dense 1,150 675 1,500 1,400,000 510,000 No.3 and Stud 750 425 925 1,400,000 510,000 Dense Select Structural 2,450 1,350 175 660 2,050 1,900,000 690,000 Select Structural 2,300 1,300 175 565 1,900 1,800,000 660,000 Non -Dense Select Structural 2,100 1,100 175 480 1,750 1,700,000 620,000 SPIB No.1 Dense 1,650 875 175 660 1,800 1,800,000 660,000 No.1 8° wide 1,500 825 175 565 1,650 1,700,000 620,000 No.1 Non -Dense 1,350 725 175 480 1,550 1,600,000 580,000 No.2 Dense 1,400 675 175 660 1,700 1,700,000 620,000 No.2 1,200 650 175 565 1,550 1,600,000 580,000 No.2 Non -Dense 1,100 600 175 480 1,450 1,400,000 510,000 No.3 and Stud 700 400 175 565 875 1,400,000 510,000 Dense Select Structural 2,150 1,200 175 660 2,000 1,900,000 690,000 Select Structural 2,050 1,100 175 565 1,850 1,800,000 660,000 Non -Dense Select Structural 1,850 950 175 480 1,750 1,700,000 620,000 No.1 Dense 1,450 775 175 660 1,750 1,800,000 660,000 No.1 10° wide 1,300 725 175 565 1,600 1,700,000 620,000 No.1 Non -Dense 1,200 650 175 480 1,500 1,600,000 580,000 No.2 Dense , 1,200_ 625 175 660 1,650 1,700,000 620,000 Nat 1,050 - 575 175 565 1,500 1,600,000 580,000 No.2 Non -Dense 950 550 175 480 1,400 1,400,000 510,000 No.3 and Stud 600 325 175 565 850 1,400,000 510,000 Dense Select Structural 2,050 1,100 175 660 1,950 1,900,000 690,000 Select Structural 1,900 1,050 175 565 1,800 1,800,000 660,000 Non -Dense Select Structural 1,750 900 175 480 1,700 1,700,000 620,000 No.1 Dense 1,350 725 175 660 1,700 1,800,000 660,000 No.1 12° wide 1,250 675 175 565 1,600 1,700,000 620,000 No.1 Non -Dense 1,150 600 175 480 1,500 1,600,000 580,000 No.2 Dense 1 ' 575 660 1,600 1,700,000 620,000 Not 550 175'' 565 1,450 1,600,000 580,000 No.2 Non -Dense �0 525 480 1,350 1,400,000 510,000 No.3 and Stud . 575 325 175 565 825 1,400,000 510,000 AMERICAN WOOD COUNCIL 1 1 1 1 1 1 Table 1B Section Properties of Standard Dressed (S4S) Sawn Lumber Nominal Size bxd Standard Dressed Size (S4S) bxd inches x inches Area of of Section A in.2 X -X Axis Y -Y Axis Approximate weight in pounds per linear foot (1b ./ft.) of piece when density of wood equals: Section Modulus S. in.3 Moment of Inertia I. in.4 Section Modulus Syy in.3 Moment of Inertia lyy in.4 25 Ib./ft.3 30 lb./ft.3 35 lb./ft.3 40 lb /ft.3 45 Ibi1t.3 50 Ibift.3 1 x 3 3/4 x 2 -1/2 1.875 0.781 0.977 0.234 0.088 0.326 0.391 0.456 0.521 0.586 0.651 1 x 4 3/4 x 3 -1/2 2.625 1.531 2.680 0.328 0.123 0.456 0.547 0.638 0.729 0.820 0.911 1 x 6 3/4 x 5 -1/2 4.125 3.781 10.40 0.516 0.193 0.716 0.859 1.003 1.146 1.289 1.432 1 x 8 3/4 x 7 -1/4 5.438 6.570 23.82 0.680 0.255 0.944 1.133 1.322 1.510 1.699 1.888 1 x 10 3/4 x 9 -1/4 6.938 10.70 49.47 0.867 0.325 1.204 1.445 1.686 1.927 2.168 2.409 1 x 12 3/4 x 11 -1/4 8.438 15.82 88.99 1.055 0.396 1.465 1.758 2.051 2.344 2.637 2.930 2 x 3 1-1/2 x 2-1/2 3.750 1.563 1.953 0.938 0.703 0.651 0.781 0.911 1.042 1.172 1.302 2 x 4 1 -1/2 x 3 -1/2 5.250 3.063 5.359 1.313 0.984 0.911 1.094 1.276 1.458 1.641 1.823 2 x 5 1 -1/2 x 4 -1/2 6.750 5.063 11.39 1.688 1.266 1.172 1.406 1.641 1.875 2.109 2.344 • 2 x 6 10/2 x 5 -1/2 8.250 7.563 20.80 2.063 1.547 1.432 1.719 2.005 2.292 2.578 2.865 2 x 8 1 -1/2 x 7 -174 10.88 13.1.4 47.63 2.719 2.039 1.888 2.266 2.643 3.021 3.398 3.776 X10 1-1/9x -1/4 13.88 21. 2.409 2.891 3.372 3.854 4.336 4.818 _ - 1 -1/4 16.88 31.4 17A (1 4,2 t9 3164 2.930 3.516 4.102 4.688 5.273 5.859 2 x 14 1 -1/2 x 13 -1/ 19.889- 90.8 4.969 3.72 ,� 3.451 4.141 4.831 5.521 6.211 6.901 3 x 4 2 -1/2 x 3 -1/2 8.750 5.104 8.932 3.646 4.557 1.519 1.823 2.127 2.431 2.734 3.038 3 x 5 2 -1/2 x 4 -1/2 11.25 8.438 18.98 4.688 5.859 1.953 2.344 2.734 3.125 3.516 3.906 3 x 6 2 -1/2 x 5 -1/2 13.75 12.60 34.66 5.729 7.161 2.387 2.865 3.342 3.819 4.297 4.774 3 x 8 2 -1/2 x 7 -1/4 18.13 21.90 79.39 7.552 9.440 3.147 3.776 4.405 5.035 5.664 6.293 3 x 10 2 -1/2 x 9 -1/4 23.13 35.65 164.9 9.635 12.04 4.015 4.818 5.621 6.424 7.227 8.030 3 x 12 2 -1/2 x 11 -1/4 28.13 52.73 296.6 11.72 14.65 4.883 5.859 6.836 7.813 8.789 9.766 3 x 14 2 -1/2 x 13 -1/4 33.13 73.15 484.6 13.80 17.25 5.751 6.901 8.051 9.201 10.35 11.50 3 x 16 2 -1/2 x 15 -1/4 38.13 96.90 738.9 15.89 19.86 6.619 7.943 9.266 10.59 11.91 13.24 4 x 4 3 -1/2 x 3-1/2 12.25 7.146 12.51 7.146 12.51 2.127 2.552 2.977 3.403 3.828 4.253 4 x 5 3 -1/2 x 4 -1/2 15.75 11.81 26.58 9.188 16.08 2.734 3.281 3.828 4.375 4.922 5.469 4 x 6 3 -1/2 x 5 -1/2 19.25 17.65 48.53 11.23 19.65 3.342 4.010 4.679 5.347 6.016 6.684 4 x 8 3 -1/2 x 7 -1/4 25.38 30.66 111.1 14.80 25.90 4.405 5.286 6.168 7.049 7.930 8.811 4 x 10 3 -1/2 x 9 -1/4 32.38 49.91 230.8 18.89 33.05 5.621 6.745 7.869 8.993 10.12 11.24 4 x 12 3 -1/2 x 11 -1/4 39.38 73.83 415.3 22.97 40.20 6.836 8.203 9.570 10.94 12.30 13.67 4 x 14 3 -1/2 x 13 -1/4 46.38 102.4 678.5 27.05 47.34 8.051 9.661 11.27 12.88 14.49 16.10 4 x 16 3-1/2 x 15-1/4 53.38 135.7 1034 31.14 54.49 9.266 11.12 12.97 14.83 16.68 18.53 5 x 5 4 -1/2 x 4 -1/2 20.25 15.19 34.17 15.19 34.17 3.516 4.219 4.922 5.625 6.328 7.031 6 x 6 5 -1/2 x 5 -1/2 30.25 27.73 76.26 27.73 76.26 5.252 6.302 7.352 8.403 9.453 10.50 6 x 8 5 -1/2 x 7 -1/2 41.25 51.56 193.4 37.81 104.0 7.161 8.594 10.03 11.46 12.89 14.32 6 x 10 5 -1/2 x 9 -1/2 52.25 82.73 393.0 47.90 131.7 9.071 10.89 12.70 14.51 16.33 18.14 6 x 12 5 -1/2 x 11 -1/2 63.25 121.2 697.1 57.98 159.4 10.98 13.18 15.37 17.57 19.77 21.96 6 x 14 5 -1/2 x 13 -1/2 74.25 167.1 1128 68.06 187.2 12.89 15.47 18.05 20.63 23.20 25.78 6 x 16 5 -1/2 x 15 -1/2 85.25 220.2 1707 78.15 214.9 14.80 17.76 20.72 23.68 26.64 29.60 6 x 18 5 -1/2 x 17 -1/2 96.25 280.7 2456 88.23 242.6 16.71 20.05 23.39 26.74 30.08 33.42 6 x 20 5 -1/2 x 19 -1/2 107.3 348.6 3398 98.31 270.4 18.62 22.34 26.07 29.79 33.52 37.24 6 x 22 5 -1/2 x 21 -1/2 118.3 423.7 4555 108.4 298.1 20.53 24.64 28.74 32.85 36.95 41.06 6 x 24 5 -1/2 x 23 -1/2 129.3 506.2 5948 118.5 325.8 22.44 26.93 31.41 35.90 40.39 44.88 8 x 8 7 -1/2 x 7 -1/2 56.25 70.31 263.7 70.31 263.7 9.766 11.72 13.67 15.63 17.58 19.53 8 x 10 7 -1/2 x 9 -1/2 71.25 112.8 535.9 89.06 334.0 12.37 14.84 17.32 19.79 22.27 24.74 8 x 12 7 -1/2 x 11 -1/2 86.25 165.3 950.5 107.8 404.3 14.97 17.97 20.96 23.96 26.95 29.95 8 x 14 7 -1/2 x 13 -1/2 101.3 227.8 1538 126.6 474.6 17.58 21.09 24.61 28.13 31.64 35.16 8 x 16 7 -1/2 x 15 -1/2 116.3 300.3 2327 145.3 544.9 20.18 24.22 28.26 32.29 36.33 40.36 8 x 18 7 -1/2 x 17 -1/2 131.3 382.8 3350 164.1 615.2 22.79 27.34 31.90 36.46 41.02 45.57 8 x 20 7 -1/2 x 19 -1/2 146.3 475.3 4634 182.8 685.5 25.39 30.47 35.55 40.63 45.70 50.78 8 x 22 7 -1/2 x 21 -1/2 161.3 577.8 6211 201.6 755.9 27.99 33.59 39.19 44.79 50.39 55.99 8 x 24 7 -1/2 x 23 -1/2 176.3 690.3 8111 220.3 826.2 30.60 36.72 42.84 48.96 55.08 61.20 10 x 10 9 -1/2 x 9 -1/2 90.25 142.9 678.8 142.9 678.8 15.67 18.80 21.94 25.07 28.20 31.34 10 x 12 9 -1/2 x 11 -1/2 109.3 209.4 1204 173.0 821.7 18.97 22.76 26.55 30.35 34.14 37.93 10 x 14 9 -1/2 x 13 -1/2 128.3 288.6 1948 203.1 964.5 22.27 26.72 31.17 35.63 40.08 44.53 10 x 16 9 -1/2 x 15 -1/2 147.3 380.4 2948 233.1 1107 25.56 30.68 35.79 40.90 46.02 51.13 10 x 18 9 -1/2 x 17 -1/2 166.3 484.9 4243 263.2 1250 28.86 34.64 40.41 46.18 51.95 57.73 10 x 20 9 -1/2 x 19 -1/2 185.3 602.1 5870 293.3 1393 32.16 38.59 45.03 51.46 57.89 64.32 10 x 22 9 -1/2 x 21 -1/2 204.3 731.9 7868 323.4 1536 35.46 42.55 49.64 56.74 63.83 70.92 10 x 24 9 -1/2 x 23 -1/2 223.3 874.4 10270 353.5 1679 38.76 46.51 54.26 62.01 69.77 77.52 AMERICAN WOOD COUNCIL JUAN A. FERNANDEZ - BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336 -0881 • Fax: (786)336 -0884 • itbengnabellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 900/ A/E e r d ENGINEER DATE 7//.4/0, . PAGE 45 777 - 2 X /2 �/1I ` tW/ r9i/° 2 ✓ Y/ /4- pr` /l/% / 3 9 59/ //— a S 9, 9 z /�� //17t2 >, '/ 71 /P5. f/. z5 /4ifif� 5X= 3 x - 99.9z ', JUAN A. FERNANDEZ-BARQUIN, P.E. 2520 N.W. 97th Avenue, Suite # 240 • Doral, Florida 33172 Ph.: (786)336-0881. Fax: (786)336-0884 • jfbengAbellsouth.net Structural Registration No. 40114 • Threshold Inspector No. 0947 State Building Inspector No. BN3318 PROJECT NAME 9A9 0/1/,& 7/e-or ENGINEER DATE 7 • PAGE /46 • / (.44,/,/ !fel' • ,f-1 5 eliv00',;; ag 6-, 2, • 5,AO //-D/ 6,75/ 3 x Po IIIIII OM M •• NM NM • NM •• • MN MI MN NM MI MN MI //' x6 -7N 11,1,111111 o mmgomiRpIRAll�i!1■ ______________ HO 11111 49. MECAWind Version 2.0.2.7 ASCE 7 -05 Developed by MECA Enterprises, Inc. copyright 2009 www.mecaenterprises.com Date : 7/10/2009 Project No. Company Name :JUAN FERNANDEZ Designed By :ELIZALDE Address :2520 NW 97th AVE Description :901 NE TERRACE MIAMI City :DORAL Customer Name :VICTOR MORALES State :FLORIDA Proj Location : File Location: C: \Program Files \MECAWind \Default.wnd a a a 3; 2 3 2; 1 ;2 3; 2 13 Gable Roof 7 e 0 <= 45 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ftA2 GCp GCp psf psf DOOR 3.08 6.58 20.27 4 0.946 -1.046 52.151 - 56.783 DOOR 3.08 6.58 20.27 5 0.946 -1.292 52.151 - 68.171 DOOR 1.50 6.75 15.19 4 0.968 -1.068 53.176 - 57.808 DOOR 1.50 6.75 15.19 5 0.968 -1.336 53.176 - 70.221 WINDOW 2.00 3.00 6.00 4 1.000 -1.100 54.661 - 59.293 WINDOW 2.00 3.00 6.00 5 1.000 -1.400 54.661 - 73.190 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 0.85 Qhcc:.00256 *V ^2 *I *Khcc *Kht *Kd = 46.32 psf MECAWind Version 2.0.2.7 per ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2009 www.mecaenterprises.com Date : 7/10/2009 Project No. Company Name :JUAN FERNANDEZ BARQUIN Designed By Address :2520 NW 97th AVE Description City :DORAL Customer Name State :FLORIDA Proj Location File Location: C: \Program Files \MECAWind \Default.wnd Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang at Eave= User Input = 146.00 mph = II N/A 1.00 9.50 = 0.11 0.15 0.20 = 0.20 = 3.32 : 12 = 13.04 ft = 15.25 ft 1.50 ft 2 Bldg Length Along Ridge = :ELIZALDE :9001 NE TERR :VICTOR MORALES :MIAMI Data: Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area = Building = C No = 1.00 900.00 ft = 1.00 0.65 500.00 ft = 15.00 ft = 15.50 Deg = Gabled = 10.83 ft = 1594.00 ft^ 48.00 ft Bldg Width Across Ridge= Main Wind Force Resisting System (M1WFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P ft ft ft "2 GCp GCp psf 29.00 ft Min P psf DOOR DOOR DOOR DOOR WINDOW WINDOW 3.08 6.58 20.27 4 0.946 -1.046 52.151 - 56.783 3.08 6.58 20.27 5 0.946 -1.292 52.151 - 68.171 1.50 6.75 15.19 4 0.968 -1.068 53.176 - 57.808 1.50 6.75 15.19 5 0.968 -1.336 53.176 - 70.221 2.00 3.00 6.00 4 1.000 -1.100 54.661 - 59.293 2.00 3.00 6.00 5 1.000 -1.400 54.661 - 73.190 1 PERMIT #: M a7, S-lores v::- APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008 Expires February 28, 2009 SECTION A- PROPERTY INFORMATION For'lsuralce:0ompany.Use: Al Owner's Name 09 -374 rl?olicy: Number A2. Building_ Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 901 N.E. 91ST TERR. : gmpany NA1C:Number. - City MIAMI SHORES FLORIDA A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) ZIP Code 33138 A4. Building Use (e.g., Residential �lon- �tesidentiN, Addition, Accessoryry gtc.)) RESIDENTIAL A5. Latitude /Longitude: Lat. NHS 51 34.99 Long. Wtib 1U 43.63" Horizontal Datum: ❑ NAD 1927 A6. Attach at least 2 photographof the building if the Certificate Is being used to obtain flood Insurance. A7. Building Diagram Number A8. For a building with a crawl space or enclosure(s), provide:l 548 a) Square footage of crawl space or enclosure(s) ' sq ft b) No: of permanent flood openings in the crawl space or 16 enclosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 1,224 sq in NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attachgjarage walls within 1.0 foot above adjacent grade c) Total net area of flood openings In A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B I F71,: C$r nuMr i}ty Nam SHORESun 20652 B2. County Name MIAMI -DADE 83. State FLORIDA B4. Map /Panel Number 12025C0093 B5. Suffix J B6. FIRM Index 7/17/95 B7. FIRM Panel 3/2/94 Effective/Revised Date 88. Flood ZXne(s) B9. Base Flood Elevation(s) (Zone N/uAse base flood depth) BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. 0 FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) 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)? Yes No Designation Date 0 CBRS [ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under 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/Al -A30, AR/AH, AR/AO. Comp Iete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized A-400 Conversion /Comments N/A ® Finished Construction a) b) c) d) e) f) 9) Vertical Datum NGVD Top of bottom floor (including basem ent, 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 themeasurement used. 15.38 ®feet N/A N/A N/A__ 13 . 13:04 14,83 feet feet feet feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ® meters (Puerto Rico only) SECTION D = SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. i certify that the 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. ® Check here if comments are provided on back of form. Certifier's Name ADIS N. NUNEZ Title • • License Number 5924 REGISTERED LAND SURVEYOR Address 555 NO?TH SHORE DRIVE Signatu Company 'Name �7�]`' SURVEYORS, [� INC. BI A1VCO SURVEYORS, Il\C Cittyy State ZIP Code 1V1fIANII BEACH FL 33141 Date 5/19/09 Tele hone (305) 865 -1200 FPMA Fnrm 141 -R1 1='ohn tan,')nnR cep rmrprc■ cirin fnr nnntinnnfirm Oanhnpc .all nrnvinne. nriitirvtic IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 901 N.E. 91ST TERR. City MIAMI SHORES for Insurance Company Use: Policy Number State ZIP Code Company NAIL Number FLORIDA 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROAD ELEVATION: 13.38' ON P.I. ON N.E. 9TH AVENUE A/C ELEVATION: 13.38' Signaturele r Date 519/09 ❑ Check here if attachments CTION E = BUILDING ELEVATION INFORM ATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is Intended to support a LOMA or LOMR -F request, co mplete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). - a) Top of bottom floor (including basement, crawl space, or enclosure) is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) Is . ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Sectio 4 Items 8 and /or 9 (see gage 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is . ❑ feet L meters ❑ above or 11 below the HAG. E3. Attached garage (top of slab) is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is . . ❑ feet [] meters ❑ above or ❑ below the HAG. E5. Zone AO only If no flood depth number is available, Is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - Issued or community- issued BFE) or Zone AO must sign here. The statements In Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here If attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Street Address (including Apt., 901 N.E. 91ST TERR. City MIAMI SHORES Building `h o,togrm See Instructions for Item A6. Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 09 -374 State FLORIDA 33138 For Insurance Company Use: Policy Number ZiP Code Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and `Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. PICTURES WERE TAKEN ON 5/19/09 FRONT VIEW REAR VIEW n a� ._ �•• t ii o- C rti t� AA *; m f F s d "' i VZYiZ ,.s -f R: Asa s. '"". P A .mow �,. ..?�'mr- ..zc.._.,.n.,...i1 �.�..i:.tin�.sx`� '�Twa.v.�- - ri3.c:l:2i�� .-. �. ...:�. .u.�. �•. N` _ 5-, � _`a '�i Fay a �. N.E. 9th AVENUE 50' RIGHT —OF —WAY (BY PLAT) 16.5'f ASPHALT PAVEMENT r r°s'k 'S Y aF :S P : LOCATION SKETCH SCALE: NTS N.E. 9th AVENUE 139.17' LESS HE NORTH 75' 36.75' 3.00' 2.70 x 4' C.L. F. LESS THE NORTH 7.5' 1: 4Z29' 29.85' 25.00' CBS WALL SURVEY FOR: MICHELLE MINAGORRI, 901 N.E. 91ST TERR., MIAMI SHORES, FLORIDA 33138. REMAINDER OF LOT 10 BLOCK 1 NOT VAUD UNLESS EMBOSSED WITH SURVEYOR'S SEAL REVISED: rvooracvJA I IONS: SVvK= SIDEWALK CBS= CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL =PROPERTY LINE, DUE = DRAINAGE UTILITY EASEMENT, IP =IRON PIPE, F= FOUND, AIC=AIR CONDmONER PAD, P /C= PROPERTY CORNER, D/H=DRILLED HOLE, IMF =WOODEN FENCE, RES =RESIDENCE, CL- CLEAR, RB= REBAR, UE= UTILITY EASEMENT, CONC= CONCRETE SLAB. RNWWRIGHT 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, O /S= OFFSET, P/P= POWER POLE, OHP= OVERHEAD POWERLINE, WA WATER METER WOOD FENCE= MASONRY 1 1 1 1 1 1 1 1 1 1 I I I ELEVATION BASED ON LOC. # 3251 N CONCRETE= I•'••:+•••••.c•• •i:•:••I:•••'• :••••1••••I CBM #A-400 ELV. 14.75 '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 LEGAL DESCRIPTION: LOT 11 AND THE WEST 24 FT. OF LOT 10 LESS THE N. 7 OF PLAT OF BISCAYNE RIDGE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 OF THE PUBLIC RECORDS MIAMI -DADS COUNTY, FLORIDA s I HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements r 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 FEET. BLOCK 1 SUBDIVISION AT PAGE 41 SINCE 1987 BLANGO SURVEYORS ING. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 866-1200. Email: blancosurveyorsinc@yahoo.com Fax: (305) 865 -7810 FLOOD ZONE: X PANEL: 0093 D5/19/09 SCALE: 1• =20' ix SUFFIX: J COMMUNITY # DVVN. BY: F. Blanco alt DATE. 7 17 95 BASE: N/A 120652 JOB No 09 -374 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 152527 Scheduled Inspection Date: January 31, 2011 Inspector: Perez, JanPierre Owner: MINAGORRI, MICHELLE Job Address: 901 NE 91 Terrace Miami Shores, FL 33138- Permit Number: MC -10 -09 -1781 Project: <NONE> Contractor: ARCHON AIR MANAGMENT Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Kitchen Hood Phone Number Parcel Number 1132060030080 Phone: (305)592 -8552 Building Department Comments VENTILATION DRYER AND KITCHEN VENT 31/ Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 128094. no one home @ 4:30 Pm jpp January 28, 2011 For Inspections please call: (305)762 -4949 Page 5 of 29 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL aC Fy 'q APR 0 7 2810 BY: Permit NoW± R Master Permit No. 42 / Owner's Name (Fee Simple Titleholder) Hi' i'c 4' 1/( Ito il( p-/,A Phone # o / City State / /4 Owner's Address Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Village Zip 1S _ Phone # `7B Co .2 a 4 %S 15 FOLIO / PARCEL # County Miami -Dade Zip Is Building Historically Designated YES NO Flood Zone Contractor's Company Name A (C C7 &/1) / rtes Phone' # �� °'O�� -- Contractor's Address , 0 / . LA-) • 7 7 /9-ye City if- ay, i State ��- Zip J3 J �--- Qualifier Name ( (•c ' 5 `G �- Phone # (3)�5- a State Certificate or Registration No. ( ✓qCo s 7-5'7 Certificate of Competency No. Contact Phone�� /�/�� "— E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ '' r Type of Work: ❑Addition] ❑Alteration Describe Work: Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition ******** * * * * * * * * * * * * * * * * * * * * * * ** * * * * *** Fees * *** * * * ** ** * * ** * *** *** * * * * * * ** ** :*** * * * ** Submittal Fee $ Permit Fee $ 1 ta-v CCF $ CO /CC $ Notary $ `''� Scanning $ 31, ,/�� Radon $ DPBR $ Double Fee $ Training/Education Fee $ Technology Fee $ Bond $ Violation date: 10300 Structural Review. $ Total Fee Now Due $ See Reverse side --3 APR 0 9 MU 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 th'e 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 PAYNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU I TEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN 4TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value a seeding $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 commence ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the lbsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign 0 4er.°o ° eent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has , roduced �* "" ' . "••. As iderteifiltinefitind who id take an oath. •� i:s MY COMMISSION # DD 207382 NOTARY . >: WIRES: November 14, 2013 r ir, p,?P•' Bonded ihtu Notary Public Undeiwilteis Sign: V 1"V 1ICA/ Print: �✓ My Commission Expires: APPROVED BY Signature 4onttor The foregoing inst /rument was acknowledged before me this / day of 4DV/ , 20 /' , by b.? e.. who is personally known, to me or who has produced as identi cation and who did take an oath. NOTARY PUBLIC: Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Sign: Print ,a4;Z°� ` .IyUILAR N i My Commission Expired: My Public, State of Florida Comm. exp. May 14, 2010 Comm. No. DD 551938 * * * * * * * * * * * * * * * * * * * * * * * * * ** Zoning Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Mcckwrice Permit Type (circle): Roofing Owner's Name (Fee Simple T itleholder) r> `O ®/ l V ® % d cafe_ Owner's City g-1> aft/ j S__ State /Z'- t ,0% OCT LE 2 8 20 BY: Permit No. Ml1 — fl 0 1 Master Permit No. ( l /9- /4 7g& 23z/ 95167 Zip 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 L -re (I-On i4 ) r M GAT Contractor's ddress 2-523/ A CL) 7 cret- City / A r V1 i State // -- ��, /' �` Qualifier Name /l�f� � C/ State Certificate or Registration No. ,4-e- 105 9-59 Certificate of Competency No. Phone # 3 &C 5'S Zip i Phone # 7c7t —g�5Z Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 592 Type of Work: ❑Addition [Alteration Describe Work: I Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition *****: x**** ** ******** *** * * * * * * * *** * * * *** ee , * *** ** ***** ******* *** *'yx,,*nn* * *�x * * *�x *�x *�x�x�x *�x�:�x Submittal Fee $ Permit Fee $ t DO CCF $ O 1oO co CC Notary $ Training/Education Fee $ 0. 20 Technology Fee $ 0' Scanning $ 3'O V Radon $ %' /4 DPBR $ 1 14 Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ 11 D . ac Structural Review. $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first' inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Signature Contractor '9>t The foregoing instrument was acknowledged before me this `° The foregoing instrument was acknowledged before me this day of &e , 20 D', by ;ate- t tt �°1!,�,r,...e (v day of Oc 4 , 200" , by t' &s � �✓ , , who is�personally known to me or who has produced `J who is personally known to the or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 6) Sign: '' -�� Sig Print: r'7a ��.° �"✓ YANITZA AGOTCAIT f C� '.. _ Notes y Pubtic, State of Florida Print: .'4"seim �( NI ZA AGUILAR My Commission Expires: My comm. exp. May 14, 2010 My Commission Expires: Notary Public, State of Florida ************* **, x* ***:x************ ***** 991 s MPAN 9 * ** * ** ** ** ** * * * *** ****** ***fil oria* 41414:a APPLICATION APPROVED BY: (Revised 07/10/07) 01 711 Comm. No DD 551938 Plans Examiner Engineer Zoning MIAMI-DADE COUNTY TAX COLLECTOR 140 W PLAGLER ST. 1st FLOOR, _ MIAMI, FL 33130 387128=3 BUSINESS NAME / LOCATION ARCHON`AIR'MANAGEMENT CORP Nifi 33122 11NIN4DADE COUNTY 2009 LOCAL BUSINESS 74 44* MIAMI DADE COUNTY ST.AI EXPIRES SEI MUST BE DISPLAYED "K PURSUANT TO COUNTY CO;DI THIS IS NOT A BILL - DO NOT PAY RENEWAL RECEIPT' NO. 404158 =8 STATE# CAC057574 OWNER ARCHON AIR MANAGEMENT CORP Sec. Type of Business 1116 SPEC.MECHANICA.L CONTRACTOR THIS IS 'ONLY LOCAL - BUST TAX RECEIPT. R DOES NOT .`PERMIT THE .lOLDEROTOVIOLATE ANY EXI RE ULATORY on ONING_ LAWS OF. THE OR CmES. NOR HOLDER FROM ANY OT ER PERMIT OR LICENSE REQUIRED BY W. THIS IS OVA, OF 1E HOLOER`S;QUAUFICA- S:: Pa C ED TAX w� I2 L.LECTOR: - 07/23/20 9 -60000000 �9 00007.5.00 SEE OTHER SIDE Cl FIRST-CLASS US. POSTAGE PAID MIAMI, FL PERMIT NO. 231 WORKER /S 2 DO NOT FORWARD ARCHON AIR MANAGEMENT CORP LUIS ALBERTO UGARDE PRES 2501 NW 74 AVE #C1 MIAMI FL 33122 i„li,,,li,,,,li „i,i,, him 11,i„ i,,,!li,,,lil,,,, „lid stN STATE OF FLORIDA 11) DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 ARCHON AIR MANAGEMENT CORP 2501 NW 74 AV MIAMI - - — FL 33122 Congratulations!. With this license you become one of the nearly one million • Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and team more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers: Thank you for doing business in Florida, and congratulations on your new license! @(# CCU ,,g)0( Oitie S of )3 - 01,014 MDE, ��: DETACH HERE (850) 487 -1395 a : szt4,. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 UGARDE, LUIS ALBERTO ARCHOR AIR MANAGEMENT CORP 2501 NW 74 AVENUE MIAMI FL 33122 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! Ac# 3954721 DETACH HERE CODA AND PROFESSIONAL REGTLATION T 'RY i- CENSING BOARD SEQ# L08082801442 (850) 487 -1395 IS CERTIFIED r under the;:provisionffi of ita 489 .has faticil. date: AUG`31, 2010 - �Lasoon01442:' >- ' ' DATE BATCH NUMBER LICENSE R t 08/28/2008 0.70518092. CAC057? T ?... The CLASS B _AIR CONDITIONING- C Named below IS CERTIFIED` Under the provisions of Chapter: Expiration date: AUG 31, 2010 CTOit UGARDE, LUIS ALBERTO ARCHOR AIR MANAGEMENT CORP 2501 NW 74 AVENUE MIAMI FL 33122 CHARLIE CRIST GOVERNOR nieoi AV Ac pGni noon RV 1 MM CHARLES W. DRAGO SECRETARY " • L;)O® CERTIFICATE OF LIABILITY INSURANCE PRODUCER InSource, Inc. 9500 South Dadeland Blvd., #200 P.O. Box 561567 Miami FL 33256 -1567 Phone:305- 670 -6111 Fax:305- 670 -9699 DATE (MMIDD/YYY1f) OP ID 1 11/25/09 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Archon Air Management, Corp. 2501 N.W. 74th Avenue Miami FL 33122 INSURER A FCCI Commercial Ins. Co . 33472 INSURER B: INSURER C: INSURER 0: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 INSRD TYPE OF INSURANCE POLICY NUMBER POLICY DE MMIDDIYYY) MAFDD1 LIMITS A GENERAL UABIUTY COMMERCIAL GENERAL UABIUTY GL00079732 12/01/09 12/01/10 EACH OCCURRENCE $ 1000000 X PREMSES (Ea occurence) $100000 CLAIMS MADE X OCCUR MED EXP (My one person) $ 5000 PERSONAL &ADVINJURY $ 1000000 GENERAL AGGREGATE $ 2000000 GEM_ AGGREGATE UMIT APPLIES PER PRODUCTS - COMP /OP AGG $ 2000000 7 POLICY I LOC I� EEC fl AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE UMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABIUTY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESS 1 UMBRELLA LIABILITY UMB00079462 12/01/09 12/01/10 EACH OCCURRENCE $ 1000000 )T1 OCCUR CLAIMS MADE AGGREGATE $1000000 DEDUCTIBLE RETENTION $10000 $ $ X $ WORKERS AND EMPLOYERS' ANY PROPRIETOR/PARTNER/EXECUTIVEn OFFICER/MEMBER (Mandatory If yyes, describe SPELL eL COMPENSATION LIABIUTY EXCLUDED? WC STAI U- OA H- TORY LIMITS ER EL EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ In NH) under PROVISIONS below E.L DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS Air Conditioning (installation) *10 days notice of cancellation for non payment. CERTIFICATE HOLDER CANCELLATION 1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL *30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. A RIZED EPFESE ATWE • ACORD 25 (2009/01) `©3988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/DD/YY) 12/17/2009 PRODUCER FRANKCRUM INSURANCE AGENCY, INC. 100 S. MISSOURI AVE. CLEARWATER FL 33756 INSURED FrankCrum 1- 800 - 277 -1620 100 S MISSOURI AVENUE CLEARWATER FL 33756 Serial # 152030 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIL# INSURER A: FRANK WINSTON CRUM INSURANCE, INC. INSURER B: INSURER C: INSURER D: INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OF OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADM. INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MMIDDIYY) POLICY EXPIRATION DATE (MMIDD/YY) UNITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY (CLAIMS MADE OCCUR • EACH OCCURRENCE $ FIRE DAMAGE (Any one the) $ MED DIP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER ITPOLICY I ^ 'PROJECT nLOC PRODUCTS - COMP /OP AGG • $ AUTOMOBILE _ _ _ — — LIABILITY ANY AUTO AU. OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE UMIT (Ea accdent) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE UABUUTY RANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER 1 MEMBER EXCLUDED? I yes, describe under SPECIAL PROVISIONS below WC2O1000000 01/01/2010 01/01/2011 WC STATU- X TORY LIMITS OTHER E.L EACH ACCIDENT $ 1,000,000 E.L DISEASE - EA EMPLOYEE $ 1,000,000 EL DISEASE - POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS EFFECTIVE 05/05/2009, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO ARCHON AIR MANAGEMENT, CORP. (CLIENT) FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE .7"--,„..------,,....._ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 123555 Scheduled Inspection Date: December 10, 2009 Inspector: Levrock, James Owner: MINAGORRI, MICHELLE Job Address: 901 NE 91 Terrace Miami Shores, FL 33138- IV- 1CM a■ca Permit Number: PL -9 -09 -1473 Project: <NONE> Contractor: ABS PLUMBING SERVICES CORP Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number Parcel Number 1132060030080 Phone: (305)392 -1650 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 09, 2009 For Inspections please call: (305)762 -4949 Page 10 of 34 Miami Shores Villages` Building Department SEP 0 1009 !g 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 By: -------------- - - - - -- BUILDING PERMIT APPLICATION FBC 2004 Permit No. i\ 14-')5 Master Permit No. Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) /C' a //1 ✓1.patagi• Phone # Owner's Address V® 9/ re City /'t7,,2 -07I ,51137'65 State re-4--4 • Zip Tenant/Lessee Name 7T& 23 'is-/c7 y Phone # E -MAIL: l�r�ll�l�✓® %v�r� "'� /Y Job Address (where the work is being done) City FOLIO / PARCEL # Miami Shores Village County Miami -Dade Zip 3'3l� Is. Building Historically Designated YES Contractor's Company Name Contractor's Address 72 t'4f .) 42 , „iy‘PAfi City / Qualifier Name /be/AO ,(%i1‘leSr- State Certificate or Registration No. !/z t -/5227OZe7 E -MAIL: a- 5- rwriat3/ Ate Architect/Engineer's Name (if applicable) NO %yf Phone # g °5 State Zip Value of Work For this Permit $ Phone # 865 62, Certificate of Competency No. Ty -of :Wank: [ddition` DAlteration sr J a ¢ [?escribq;, Work: -] tJ ' ,y� r ,._.,.- Phone # Square / Linear Footage Of Work: [ New -_ 3.��_ ep ar b •4a Replace ❑ Demolition A/40 f f ) xx xxxx xx xxxxxxx xx xx xxicx& xoYxxxxxxxxxxxxx FeeSxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxmwar xxxx Submittal Fee $ � Permit Fee $ (,� CCF $ 31,00 CO /CC Notary $ Training /Education Fee $ Technology Fee $. g• tc Scanning $ (j) •C ' Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip 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. Signa Owner or Agent 4� \ The forego; g >strument was acknowledged before me this day of A.% ; , 201, by -4 '4 ° = .t,y✓ who is personally known to me or who has produced As identification and who did take an oath. NOTA UBLIC: Contractor The forego instrument was acknowledged before me this r day of � d' � e -r � , 20 �'r` by .„ �.2,,�, ho isILersonally jummuktift or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: My Commission Expires: Sign: Print: My Com ission.E APPLICATION APPROVE (Revised 02/08/06) Plans Examiner Engineer Zoning STATE OF FLORIDA DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: DOCUMENT #: PR782712 PERMIT #: 13-SC-995884 APPLICATION #: AP929668 CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Michelle Minagorri PROPERTY ADDRESS: 901 NE 91 Ter Miami, FL 33138 LOT: 11 BLOCK: 1 PROPERTY ID #: 11- 3206 - 003 -0080 sTBDIVISION: Biscayne Ridge [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS 0( ]DOSES PER 24 FIRS #Pumps [ 1 D R A I N F I E L D 0 T H E R [ 500 ] SQUARE FEET SYSTEM [ ] SQUARE FEET N/A SYSTEM TYPE SYSTEM: [X] STANDARD [ ] FILLED [ ] MOUND [ ] CONFIGURATION: [ ] TRENCH [x] BED [ ] LOCATION OF BENCHMARK: C/L of NE 91 Terr & E P/L el.:12.45' NGVD ELEVATION OF PROPOSED SYSTEM SITE BOTTOM OF DRAINFIELD TO BE FILL REQUIRED: [ 0.00 ] INCHES [ 4.20 ] [I INCHES 1 FT ] [ ABOVE /) BELOW b BENCHMARK /REFERENCE POINT [ 34.20 ] ['INCHES f FT ] [ ABOVE A BELOW U BENCHMARK /REFERENCE POINT EXCAVATION REQUIRED: [ 72.00] INCHES 1.-Install 900 gal. category-3 septic tank equipped with an approved filter. 2. -The Iicenced contractor is responsible for installing the minimum category of tank sec. 64E- 6.013(3)(f). 3.- Install 500 sf of drainfield in bed configuration. 4.- Install 42" of slightly limited soil at the bottom of the drainfield. 5.- Perimiter of excavation area shall be at least 2 ft wider and longer than the proposed absorption bed. 6. -Invert elevation of drainfield to be no Tess than 10.10 ft N ) 7. -Bottom of drainfield elevation to be no less than 9., NGVD. SPECIFICATIONS BY: Gerard ` Philiza, a TITLE: APPROVED BY: Ad DATE ISSUED: DH 4016, 10/97 (Previo`s Editions May Be Used) v 1.1.4 : Engineer Specialist II AP929668 Dade CHD EXPIRATION DATE: 02/20/2011 5E794890 Page 1 of 3 APPLICATION -FOR: L.' l New System [` ] Repair APPLICANT • - F :!a STATE OF FLORIDA DEPARTMENT OF HEALTH. ON -SITE SEWAGE DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT I ] Existing System ( ] Abandonment PERMIT NO., DATE PAID: ` f: FEE PAID: RECEIPT #:;.� [ ] Holding Tank I l Innovative [ 1 Temporary AGENT: �° r ` u , TELEPHONE:': MAILING ADDRESS: v? 6 .77 TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. PROPERTY INFORMATION LOT: BLOCK: j SUBDIVISION: ! ' PLATTED: PROPERTY ID #: ` ` '! ` {' ' c�l'" a' ZONING: _, ` I/M OR EQUIVALENT: ( Y / N ) PROPERTY SIZE: (A.:1_ ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [�`(]<a2000GPD ( ] >2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y PROPERTY ADDRESS: DIRECTIONS TO PROPERTY: d r _ a A .. _ DISTANCE TO SEWER: FT BUILDING INFORMATION Unit Type of r-RESIDENTIAL I ]•'COMMERCIAL No. of Building Commercial /Institutional System Design No Establishment Bedrooms Area Sq Ft Table 1, Chapter 64E -6, FAC 1 2 3 4 I ] Floor /Equipment_Drains e� P yt . f` [ ] Other (Specify) SIGNATURE: DATE: DH 4015, 10/9 Rage 1°(Previous.editions may be used) Stock Number: 5744 - 0014015 -1 &«a/ Pupa Page 1 of 3 APPLICATION FOR: APPLICANT: AGENT: TELEPHONE: MAILING ADDRESS: LOT, BLOCK, SUBDIVISION: DATE OF SUBDIVISION: PROPERTY ID#: ZONING: PROPERTY SIZE: WATER SUPPLY: SEWER AVAILABILITY PROPERTY ADDRESS: DIRECTIONS: BUILDING INFORMATION: TYPE ESTABLISHMENT: NO. BEDROOMS: BUILDING AREA: Check type of permit, if "Other" specify type in blank. Property owner's full name. Property owner's legally authorized representative. Telephone number for applicant or agent.- P.O. box or street, city, state and zip code mailing address for applicant or agent. Lot, block, and subdivision for lot (recorded or unrecorded subdivision). If lot is not in a recorded subdivision, a copy of the lot legal description or deed must be attached. Official date of subdivision recorded in county plat books (month/day /year) or date lot originally recorded. Dividing an approved lot into two or more parcels for the purpose of conveying ownership shall be considered a subdivision of the lot. 27 character number for property. CHD may require property appraiser ID # or section/township /range /parcel number. Specify zoning and whether or not property is in I/M zoning or equivalent usage. Net usable area of property in acres (square footage divided by 43,560 square feet) exdusive of all paved areas and prepared road beds within public rights -of way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. Contiguous unpaved and non- compacted road rights -of -way and easements with no subsurface obstructions may be included in calculating lot area. ©heck private or public <= 2000 gallons per day or public > 2000 gallons per day. Is sewer available as per 361.0065, Florida Statutes, and distance to sewer in feet. Street address for property. For lots without an assigned street address, indicate street or road and locale in county. Provide detailed instructions to lot or attach an area map showing lot location. Check residential or commercial. List type of establishment from Table II, Chapter 100 -6, PAC. Examples: single family, single wide mobile home, restaurant, doctor's office. Count all rooms designed primarily for sleeping and those areas expected to routinely provide sleeping accommodations for occupants. Total square footage of enclosed habitable area of dwelling unit, excluding garage, carport, exterior storage shed, or open or fully screened patios or decks. Based on outside measurements for each story of structure. BUSINESS ACTIVITY: For commercial/institutional applications only. List number of employees, shifts, and hours of operation, or other information required by Table II, Chapter 10D-6, FAC. FIXTURES: Mark Floor/Equipment Drains or Others and specify item or "NA" if not applicable. SIGNATURE / DATE: Signature of applicant or agent. Date application submitted to the CHD with appropriate fees and attachments. ATTACHMENTS: A site plan drawn to scale, showing boundaries with dimensions, locations of residences or buildings, swimming pools, recorded easements, onsite sewage disposal system components and location, slope of property, any existing or proposed wells, drainage features, filled areas, obstructed areas, and surface water. Location of wells, onsite sewage disposal systems, surface waters, and other pertinent facilities or features on adjacent property, if the features are with 75 feet of the applicant lot. Location of any public well within 200 feet of lot. For residences, a floor plan (residences)- showing number of bedrooms and building area of each unit. For nonresidential establishments, a floor plan showing the square footage of the establishment, all plumbing drains and fure types, and other features necessary to determine composition and quantity of wastewater. APPLICANT: LOT: h j. PROPERTY ID #: STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS AGENT: BLOCK: SUBDIVISION: PERMIT # [Section /Township /Range /Parcel No. or Tax ID Number] °------ - - ---_ = =-- -====- =- = == = = TO BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOTEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [ ] TOTAL ESTIMATED SEWAGE FLOW: AUTHORIZED SEWAGE FLOW: - = ===--- = - - -__ - = - - ==== _- YES [ ] NO NET USABLE AREA AVAILABLE: ACRES GALLONS PER DAY [RESIDENCES -TABLE 1 / OTHER -TABLE 2] GALLONS PER DAY [1500 GPD /ACRE OR 2500 GPD /ACRE] UNOBSTRUCTED AREA AVAILABLE: SQFT UNOBSTRUCTED AREA REQUIRED: SQFT BENCHMARK /REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS THE MINIMUM SETBACK WHICH CAN BE SURFACE WATER: �:� �� FT WELLS: PUBLIC: f FT BUILDING FOUNDATIONS: [INCHES /FT] [ABOVE /BELOW] BENCHMARK /REFERENCE POINT MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: DITCHES /SWALES: 11 FT NORMALLY WET? [ ] YES [.,= ] NO LIMITED USE: r °�, „� FT PRIVATE: FT NON- POTABLE : V FT FT PROPERTY LINES: F FT POTABLE WATER LINES: - FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [t] NO 10 YEAR FLOODING? [ ] YES [ ] NO 10 YEAR FLOOD ELEVATION FOR SITE: - FT MSL /NGVD SITE ELEVATION: FT MSL /NGVD SOIL PROFILE INFORMATION SITE 1 Munsell # /Color Texture USDA SOIL SERIES: Depth to to ff.). - to to to to to to to SOIL PROFILE INFORMATION SITE 2 Munsell # /Color Texture USDA SOIL SERIES: Depth to to to to to to to to to OBSERVED WATER TABLE: INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE: - -[PERCHED / APPARENT] ESTIMATED WET SEASON WATER TABLE ELEVATION: `iT INCHES ABOVE BELOW EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ] YES [i] "NO MOTTLING: [ ] YES [ -' -]f NO DEPTH: INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING; r" DRAINFIELD CONFIGURATION: [ ] TRENCH ['' ] BED [ ] OTHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA: DEPTH OF EXCAVATION: INCHES” SITE EVALUATED BY: DATE: ON 4015. 10188 (Replaces FIRS-1-1 Form 4015 (Pape 3) which may be used) (Stock Number: 5744-003- 4015 -1) Page 3 of 3 INSTRUCTIONS: - PERMIT NUMBER: Permit tracking number by County Health Department. APPLICANT: Property owner's full name. AGENT: Property owner's legally authorized representative. LOT, BLOCK, SUBDIVISION: Lot, block, and subdivision for lot. PROPERTY ID NUMBER: 27 character number for property (property appraiser ID number or section/township/range/parcel number). PROPERTY SIZE: Check if property at site conforms to submitted site plan. Record net usable area available - lot area exclusive of all paved areas and prepared road beds within public rights-of-way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. SEWAGE FLOW: UNOBSTRUCTED AREA: Record the estimated sewage flow for the establishment from Table 1 (residence) or Table 2 (non-residential), Chapter 10D-6, FAC. Record the authorized sewage flow for the lot based on net usable area and water supply (1500 gallons per day per acre for private water supplies and 2500 gpd per acre for public water supplies). If authorized sewage flow does not equal or exceed the estimated sewage flow, the application must be denied. Record the square feet of unobstructed area available and the amount required. Unobstructed area must be at least 2 times as large as the drainfield absorption area and at least 75 percent of the unobstructed area must meet minimum setbacks in Chapter 10D-6, FAC. The unobstructed area must be contiguous to the drainfield. BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor's benchmark record the actual elevation. Record the elevation of the proposed system site in relation (above or below) to the benchmark. MINIMUM SETBACKS: FLOOD INFORMATION: SOIL PROFILE INFORMATION: WATER TABLE: SOIL TEXTURE: Record minimum setbacks which can be meet to all listed features. Actual measurements must be recorded or "NA" for nonapplicable features. Features on site plan or within 75 feet of the applicant lot must be measured. The location of any public drinking well within 200 feet of the applicant's lot must also be verified. Record information on lot's subject to flooding. For lots subject to flooding record 10 year flood elevation for site and actual site elevation. Two soil profiles within the proposed absorption area to a minimum depth of 6 feet or refusal are required. Soil identification will use USDA Soil Classification methodology (Munsell colors and USDA soil textures). Refusals must be clearly documented. Provide USDA soil series if available, record "UNK" if the series cannot be determined. Record the depth of the observed water table at the time of the evaluation. Mark "perched" or "apparent" as appropriate. Record the estimated wet season water table elevation based on site evaluation, USDA soil maps, and historical information. Indicate if there is high water table vegetation present. Indicate if mottling is present and depth. Record soil texture or loading rate for system sizing. DEPTH OF EXCAVATION: If applicable record depth of excavation required. Record "NA" if not applicable. DRAINFIELD CONFIGURATION: Check drainfield configuration required. If other, specify type. ADDITIONAL CRITERIA: SITE EVALUATED BY: Record any additional remarks pertinent to site or installation. Ex. dosing required. Signature of evaluator, title, and date of evaluation. Professional engineers must seal all documents submitted. ELEVATION WORKSHEET ELEVATION OF BENCHMARK / REFERENCE POINT IS: BENCHMARK SITE I SITE 2 SITE 3 (+1 SHOT H.I. H.I. H.I. H.I. [ - ] SHOT - 1 SHOT [ - ] SHOT STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICANT: Michelle Mina AGENT: Rene Diaz PROPERTY ADDRESS: LOT: 11 SUBDIVISION: • orri 901 NE 91 Ter Miami, FL 33138 BLOCK: 1 ID#: 11- 3206 - 003 -0080 APPLICATION #:AP941320 PERMIT #:13 -SC- 1008124 DOCUMENT #: FI767763 DATE PAID: 11 /03/2009 FEE PAID:8O.O0 RECEIPT # :13 -PI D- 1196623 CHECKED X ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION [01] TANK SIZE [1] [02] TANK MATERIAL [03] OUTLET DEVICE [04] MULTI- CHAMBERED [ Y / N ] [05] OUTLET FILTER [06] LEGEND 1 2. [07] WATERTIGHT [08] LEVEL [09] DEPTH TO LID DRAINFIELD INSTALLATION [10] AREA [1] [11] DISTRIBUTION BOX [12] NUMBER OF DRAINLINES [13] DRAINLINE SEPARATION [14] DRAINLINE SLOPE [15) DEPTH OF COVER [16] ELEVATION [ ABOVE [17] SYSTEM LOCATION [18] DOSING PUMPS [19] AGGREGATE SIZE [20] AGGREGATE EXCESSIVE FINES [21] AGGREGATE DEPTH [2] [2] HEADER 1. 2. / BELOW ]BM FILL / EXCAVATION MATERIAL [22] FILL AMOUNT [23] FILL TEXTURE [24] EXCAVATION DEPTH [25] AREA REPLACED [26] REPLACEMENT MATERIAL Comments: Comments are on page 2. SQFT SETBACKS [27] [28] [29] [30] [31] [32] [33] [34] [35] SURFACE WATER DITCHES PRIVATE WELLS PUBLIC WELLS IRRIGATION WELLS POTABLE WATER BUILDING FOUNDATIONS PROPERTY LINES OTHER FILLED / MOUND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS [38] SLOPES [39] STABILIZATION ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41] STORMWATER RUNOFF [42] ALARMS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION CONFORMS WITH SITE PLAN [46] FINAL SITE GRADING [47] CONTRACTOR [48] OTHER ABANDONMENT [49] TANK PUMPED [50] TANK CRUSHED & FILLED 11/05/2009 11/05/2009 FT FT FT FT FT FT FT FT FT CONSTRUCTION [ FINAL SYSTEM [ APPROVED APPROVED / DISAPPROVED 1: Engineer . • : i list II Jos f ,rr11 Eng eer Specie j Be Used) �/ / DISAPPROVE D J: (Explanation of Violations on following page) DH 4016, 10/97 (Previous Editions May EH Database v1,0.1 Dade DATE: 11/05/2009 Dade CHD DATE: 11/05/2009 CHD iverger (Dade County Environmental H o R Piverger (Dade County Environmental 941320 EID1008124 Page 2 of 3 • STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICANT ' ---.-/ - /f_. -0-'. PERMIT NO :- -C 1} 6 ^'' DATE PAID: FEE PAID: RECEIPT #• AGENT- '-. *rr; Fw PROPERTY ADDRESS- / (9 % /V. ' /,/ -j' 'f --- -1 r LOT: ' BLOCK: 73 SUBDIVISION:(- '.-f"---' PROPERTY ID #:../ :, 4-0 CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION [01] TANK SIZE [l j [02] TANK MATERIALC' [03] OUTLET DEVICE -" [04] MULTI - CHAMBERED [Y 7--z- [05] OUTLET FILTERr- "-+ k) ' [06] LEGEND ! [07] WATERTIGHT [08] LEVEL [09] DEPTH TO LID DRAINFIELD INSTALLATION L _ [10] AREA [1)f 4!,X [21S— SOFT [11] DISTRIBUTION BOX HEADER [12] NUMBER OF DRAINLINES [13] DRAINLINE SEPARATION [14] DRAINLINE SLOPE [15] DEPTH OF COVER [16] ELEVATION [ABOV JBELOW] BM [17] SYSTEM LOCATION _-- [18] DOSING PUMPS [19] AGGREGATE SIZE if j r� [20] AGGREGATE EXCESSIVE FINES [21] AGGREGATE DEPTH r FILL / EXCAVATION MATERIAL [22) FILL AMOUNT [23] FILL TEXTURE CS. - [24] EXCAVATION DEPTH [25] AREA REPLACED [26] REPLACEMENT MATERIAL EXPLANATIONOF VIOLATIONS ARKS: [ 1 el.; l....se., i,...„.,,r;: + .w a , 0 CONSTRUCTION [APPROV SETBACKS [27] SURFACE WATER FT [28] DITCHES FT [29] PRIVATE WELLS FT [30] PUBLIC WELLS FT [31] IRRIGATION WELLS FT [32) POTABLE WATER LINES / T FT [33] BUILDING FOUNDATION �� FT [34] PROPERTY LINES FT [35] OTHER FT FILLED / MOUND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS [38] SLOPES [39) STABILIZATION ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41] STORMWATER RUNOFF [42] ALARMS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION CONFORMS WITH SITE PLAN [46] FINAL SITE GRADING [47) CONTRACTOR [48] OTHER ABANDONMENT [49] TANK PUMPED_ / [50] TANK CRUSHED & FILLED __/ 4: !1/32.0 d FINAL SYSTEM [ARP OVED /DISAPP OVED]: DH 4016 (Page 2), 10/97 (Previous Editions May Be Used) Stock Number: 5744- 002- 4016 -4 L r'? 7 X7"0 -, 2-4 9 CHD DATE- ✓ C'3 ry CHD DATE./1 Lf f f PT 1: Applicant PT 2: Installer /Contractor PT 3: Building Department PT 4: Health Department Page 2 of 3 08/31/2009 12:42 MIAM1..DADE COUNTY TAX COLLECTOR 1401.9. FLAG4,'ER ST. 1st FLOOR MIAMI, FL 3313f. 3053921651 2OOs 4 .PURSUM ' �AIrI'i'' 575891 -8 BUSINESS NAME/LOCATION A & S PLUMBING SERVICES CORP 7240 NW 46 ST 33126 UNIN.DADE COUNTY A &S PLUMBING PAGE 02 ". ' +fER'1` 2010 ' .+; : F FLORIDA 1 . Ia :'21i` O PSF BUSINESS lidttiI 1i6P••1=ER sit • amT. 2 & 10 FIRST -CLASS U.S. POSTAGE 1 PAID MIAMI, FL PERMIT NO. 131 THIS IS NOT A BILL - DO NOT PAY RENEWAL STATE* CFC1427029600539-1 OWNER S PLUMBING SERVICES CORP Sac. Type OT Business 176 PLUMBING CONTRACTOR TH18 (S ONLY A LOW. DMIN#1 OTAX 'PERMIT INE HOLDER 10 VIOLATE ANY EXISTING RIMATORY OR cowry OORR stREB. NO Ii0!S R EXEMPT THE HOLDER FROM OT ISIRE RREQWRER sy .4W. THIS 19 NOT A cERnFICATION OF THE HOLDER'S OUALffICA. TIDED. MIA A.DDAADE CONK Y TAX COLLECYOR: 08/11/2009 60000000529 000075.00 SEE OTHER SIDE WORKER/S 10 DO NOT FORWARD A 8 S PLUMBING SERVICES CORP ADRIAN NUNEZ PRES' 7240 NW 46 ST MIAMI FL 33126 4 08/31/2009 12:42 3053921651 A &S PLUMBING PAGE 03 s�;'• �I�l�;�;� era. F��= T ' s:o i' e .0 , (�, [7; " _ ..... _ .. C 08/31/2009 12:42 3053921651 A&S PLUMBING PAGE 01 061/01/06 10:28A1 AMERICAN QUALITY ASSURANCE GROUP 3052737339 p,02 Acciir;ao. CERTIFICATE OF LIABILITY INSURANCE I-9470r- rPRODUCR 'Thus cornmcmiiiissireD ii,S A A rne u al ity Assurance 10250 S.W. 56 Street Ste, 0-102 Miami, FL 33165 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES tilOT AMEND, EXTEND OR . Itig-PPY.C.R#QEAFFORDED BY THE 1!..PMP.10 , NAIC phone (305)273-337 Fox (305)273-7336 .IINSURER AFFORDING COVERAGE INSURED A & 8 Plumbing Services Corp I INSURER .technolbgy insurilce,Conpeny _ ._.. . .... ........... __ 7240 NW 46 Street linsyyqik ei...r\Tericen Velio.ie iniu-rance Cornyary_ . • miami, FL 33113er- • i INAP1E.R D' L.. .1 IINBURER E: - COVERAGES I INSURER F: flTM 0U0ES OF INSURANC6 USTEO HAVE SEEN IsSUEb TO THE N6UREO NAMED ABOVC FQR TH FOLICV PERIOD mrnovnio. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CER"IFICATE MY 8E ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN M SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH L POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. !Nan ADR 1 .paLicy EFFECTIVE POLICY EXPIRATION I LTRI.INES.01 TYPE OP INSURANCE POLICY NutomeR -1---„;'-',.. — --- UMITS GENERAL LIABILITY I EACH OCCURRENCE -.1 i t u00 000 - ' ..i - • ' -.---- - --- ---- — --- W COMMERCIAL GENERAL. LIABILITY ETD CLAIMS MADE. RI OCCUR B 0 D 0 0 GERI AGGREGATE LIMITApPLIES PER: ... 1. RI POLICY Li PROJECT il LOC AUTOMOSILE LIABILITY cl ANY AUTO O ALL OWNED AUTOS SCHEDULED AUTOS 12 HIRED AUTOS O NON OWNED AUTOS GARAGE LIABILITY L. ANY AUTO 0 ▪ he, EXCESS/UMBRELLA LIABLITY 0 OCCUR u CLAIMS MADE GL0000002536-00 04/29/09 04/29/10 LJ DEDUCTIBLE Li RETENTION S .." -+VV/SIWERSMPENSAIION AND EMPLOYERS LIABILITY TWC3195620 A ; ANY PROPRIETOR / PARTNER / EXECUTIVE • OFFICER / MEMBER DCLUDE07 Exc own, (Inscribe under sisgAL PROVISIONS below o NTE eREmi§E# (Ea accurenol. Si00,0100. MED EXP (Any one person) $5,000. PERSONALSADV INJURY $1,000,000. r e PRT4A- "GIB" A FE 66, 660 . PRODUCTS - COMP/OP AGO 82,000,000. „......... ICOMI3INED SINGLE LIMIT [An .ecl.1111) IBODILY INJURY BODILY INJURY 1.(Figr ar.Lifferit) ; PRoPEF TY DAMAGE • est accident) OTHER I L.. DESCRIPTION OF OPERATIO.NSI LOCATIONS I VEH1CLES 1 EXdUiSliSki Afiakb Plumbing Contractor ~ 1« 1 • • • • • 04/26/09 04(26/10 -_-_-_-_-_-- I--- AuTO ONLY EA ACCIDENT 1. OThERThAN EA ACC AUTO ONLY: EACH OCCURRENCE AGGREGATE Liilillkar4mcgiiii: 7 81;66-6,600't1 000-,06-0. - _ CERTIFICATE HOLDER CANCELLATION ..... SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER mu. atop-Avon TO MAIL Miami Shores Village 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 Northeast 2nd Avenue THE LEFT, BUT FAILURE TO SHALL IMPOSE NO OBLIGATION OR LIABILITY M MI Shores FL 33138 OF ANY KIND UPON THEWSURER, AGENTS REPRESMATIVES. ia, - ACORD 25 (200009) CIF tbAeORD CORPORATION 1988 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 130600 Permit Number: FW -12 -09 -1991 Scheduled Inspection Date: January 20, 2011 Inspector: Bruhn, Norman Owner: MINAGORRI, MICHELLE Job Address: 901 NE 91 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Fence/Wall Inspection Type: Final Work Classification: Wood Fence Phone Number Parcel Number 1132060030080 Building Department Comments INSTALLATION OF A NEW WOOD FENCE AROUND THE BACK YARD Inspector Comments Passed /�4� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 19, 2011 For Inspections please call: (305)762 -4949 Page 1 of 18 llto (gc Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFJNG Owner's Name (Fe' Simple Titleholder) `� " V Phone # 111 PEC n - mpg �g L: Permit No3 nn Master Permit NoC�—/ / f Owner's Address 91) / /J� �/ / 6`" /.p City � fv�/' a S'�/� (z3 State / A it '6' Tenant/Lessee Name �/ Phone # Email ,''k4 �? ��'r "" �.�%L�/ 4 � �� t1� Cc4^ J _ka Zip .33136 Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip / 3 FOLIO / PARCEL i# Is Building Histori Ally Designated YES NO Contractor's Company Nana-___ _ _�_ Contractor's Adc Cit . Qualifier Nam - State Certificate or 1.egis` o"— State 'Contact Phono —�,� Architect/Engineer's Name (if applicable) Zip - -� Phone # Flood Zone ' » �, Certificate of Competency No. E -mail Phone # �/4- Value of Work For this Permit $ 600 . to Square / Linear Footage Of Work: Type of Work: J yp [Addition ❑Alteration 2co L 'etew ❑ Repair/Replace ❑ Demolition Describe Work: K t� ‘;‘,0e4,) � a�� ` ® 1, /6 �J j_. ®�" 04� P ' - - 1 wft****** ** * * * * * * * *** ** * * * * * * ** * * * *** *Fe * * * *, ******** ** * * * * * ** * * * * ** * * * * * * * * * * * * * *** c 0 Permit Fee $ Submittal Fee $ Notary $ Scanning $ (.p •00 Radon $ Training/Education Fee $ 0• J Structural Review. $ CCF $ g'40 CO /CC $ Technology Fee $ DPBR $ Bond $ Violation date: Total Fee Now Due $ 592.40 See Reverse side --> 4 ie Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit, is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. 0 i er or Agent The for oing instrument was ackn ledged �i�fore me this day of / s/u1 N_s�LJ. , 20 ta, by 1 Q 1G 1 AO w person Ty known-to -me j who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print:. My Commission Expires: APPROVED BY Signature Contractor The fore ing instrument was ackno dgged before me this a y of , 20 by (AVI be —r l who is personally known to me or -who has produced as identification and who did take an oath. s;is NOTARY PUBLIC:, . ,�' C h1 440840 cgi;cr,;.0' -\ $$ StP 6'/0 • Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Sign: Print: My Commission Expires: ' * * * * * * * * * * '' * * * * * * * * * ** 761 Zoning Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: 9- ,C,#4 pML DATE: ADDRESS: fa iZ en 7 24 Azge, Abe 3/3 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial Ain 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. s Initial k 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. ' 6 Initial 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial All 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850487.1395 or http: / /www.myforidalicense.com /dbpr /pro /cilb /index.html Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this ! day of Produced there License or 20i who was personally known to me or who has as identification. NOTARY P. 1i Plan an Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Expires l f Permit NO. FW -12 -09 -1991 Pew T,y : Fences Wom assi�figi o F lni t Issued p Folio Number:1132060030080 Owner's Name: MICHELLE MINAGORRI Job Address: 901 91 Terrace Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 290 Total Job Valuation: $ 4,000.00 Contractor(s) OT CONSTRUCTION COMPANY Phone (305)323 -7323 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 1/19/2010 : Yes Comments: PLEASE PROVIDE FENCE DETAIL 1/19/10 PLANS OK Permit No: 09- jf %f Job Name: , 2009 Miami Shores Village Building Department Building Critique Sheet 0 2cm. ts. dily iwr( II- *Age ch 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Planning and Zuni g Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Fax: (305)756 -8972 riteria Folio Number:1132060030080 Owner's Name: MICHELLE MINAGORRI Job Address: 901 91 Terrace Miami Shores, FL 33138- Owner's Phone: Total Square Feet: Total Job Valuation: 290 $ 4,000.00 Contractor(s) OT CONSTRUCTION COMPANY Phone (305)323 -7323 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: No Comments: PLEASE PROVIDE FENCE DETAIL Date Denied: 12/3/2009 o Shadow Box o Vertical Picket :Q Board on Board Miami Shores Viiiage Building Department WOOD FENCE DETA 4x4 Post Spacing Fences <= 5' high posts spaced at 5' on center maximu Fences <= 4' high posts spaced at 6 °on center maximum Fence must not exceed 5' in height 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 P E fa T 1:: 0 —.c"/ Miami Shores Village APPROVED DEPT � ATZONING oil c BLDG DEPT Ale, 4 i 6 Q ,, SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS May 2009 • • • • • c1C • • • 4x4 pressure treated posts embedded 2' into concrete footing 10" diameter x 2'deep ALL wood must be pressure treated All fasteners must be corrosion resistant No Tess than two fasteners in any connection rigs tet•• ores ?ure treated• • wood memedit • with two corrosion resistant fasteners per connection • • • • • • Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REQUIREMENTS FOR FENCE PERMIT Permit application must be accompanied by: ❑ 2 copies of your survey (not older than 7 years). ❑ If survey is older than 7 years fill out Survey Affidavit form. • • Q 'Owner is doing the job, owner must 'fill and notarize Owner Builders • •• • ....Disclosure form (This form must be signed and notarized in the building ••.••• .• • • • •• • • •0. • • • • • • • • 0•S• • • •• • • •• •0•• •• • •department only). ti •••• q'Ihow the proposed size on survey including, required 40 sq ft of garbage • aria, location of gates if any, and height (can not exceed 5' ft height). ©' Jrt Iude wood or chain Zink specs form (one with each survey). ❑ $50.00 submittal fee when submitting your permit. NOTICE: ALL OTHER TYPES OF FENCES WHICH DO NOT COMPLY WITH ESPECIFICATIONS MENTIONED ABOVE, MUST PROVIDE 2 SIGNED AND SEALED ARCHITECTURAL OR ENGINEERING DESIGNED DRAWINGS, OR MIAMI DADE COUNTY PRODUCT APPROVALS. Revised on 5/22/2009 x-. i✓ -- ma , .�. ., ... _, i .<... N.E. 9th AVENUE a y fitZ -c-g z fit; 50' RIGHT —OF —W 16.5't ASPHALT PAVEMENT LOCATION SKETCH SCALE: NTS N.E. 9th AVENUE 20' PARKWAY 4' C.L. F. LESS THE NORTH 25.00' 3.00' - 2.70' x- 4' C.1.. F. 31.41' 11.45' a w •. • 4Z29' 29.85' •••• • • •••. • • •• •• • ••• • ••• •• • • • • •• • •. •• •• • • • • • • • • • 15.00' • • \ °a CBS WALL SURVEY FOR: MICHELLE MINAGORRI, MIAMI SHORES, FLORIDA 33138. • • • • . •••• 901 N.E. 91ST-.•, • • • • REMAINDER OF LOT 10 BLOCK 1 NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL REVISED: m oonc V 1A 1 IONS' 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 CONDmONER PAD, P/C =PROPERTY CORNER, DM= DRILLED HOLE, W/F =VuOODEN FENCE, RES =RESIDENCE, CL- CLEAR, RB =REBAR, UE =UTILITY EASEMENT, CONC= CONCRETE SLAB. RNV=RIGHT OF VAY, DE =DRAINAGE EASEMENT, C/L= CENTER LINE. 0= 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= OVERHEADPOVVERLINE ,WVI =W4TERMETER . VVDOD FENCE= 1 1 1 1 1 1 1 1 1 ELEVATION BASED ON LOC. # 3251 N MASONRY WALL= I MAINTENANCE & DRAINAGE EASEMENT= M &D.E••:•••=~•I CBM# A -400 ELV. 14.75 1TYPE 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 LEGAL DESCRIPTION: LOT 11 AND THE WEST 24 FT. OF LOT 10 LESS THE N. 7 FEET. BLOCK 1 OF PLAT OF BISCAYNE RIDGE SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 AT PAGE 41 OF THE PUBLIC RECORDS TITAMT –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 BLANGO SURVEYORS INC. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865 -1200 Email: blancosurveyorsInc@yahoo.com Fax: (305) 865 -7810 FLOOD ZONE: X PANEL: 0093 D.6 t9/09 SCALE: 1° = 20' SUFFIX: J COMMUNITY # DWN. BY: F. Blanco DATE. 7 17 95 BASE: N/A 120652 JOB No . 09 -374 A 119 1400 c---N ,i'9, 9,c G-zN1 43'.341 G C , Ago • 6002 4 9 720 CJA 3;. 3 '! • • • • • • •• • .• • • • • • • • • • •• • • • •••• •..• • • • • •••• •••• •• • •• • • • • • •. •• •••• • • • • • • • • • •••• • • • • • •••• • • • • •• • • •• • • • • • • •• \. o b ‘.-4 © -17 -+p<=4. X i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 152024 Permit Number: PL -11 -09 -1863 Scheduled Inspection Date: October 08, 2010 Inspector: Hernandez, Rafael Owner: MINAGORRI, MICHELLE Job Address: 901 NE 91 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: AURORA PLUMBNG CORP Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060030080 Building Department Comments NEW PLUMBING WORK FOR INTERIOR REMODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments October 07, 2010 For Inspections please call: (305)762 -4949 Page 15 of 19 BUILDING PERMIT APPLICATION Master Permit No. GJ 7 8— / FBC 20 Permit Type: PLUMBING Owner's Name (Fee S. ple Titleholder) 7C be/ " 4/7#477:‘ Phone # Owner's Address O/ 4/j / sT % le /,.' City 14 /1I State k4- - Zip 32, s e> _ Phone # °--2 & & -'23 ,j 41' Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. APR 0 7 zoo 1 BY: ................ ...... 9103-)az Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # qv / / b 47/ 5 ! ,z-e /e-AL Zip�j /�� County Miami -Dade Is Building Historically Designated YES NO Flood Zone doi>in S Z State i( Contractor's Company Name goi,6 Contractor's Address ...5SS S - City TA kik N\t Qualifier Name trQoAK(10 ,,,,at ,J State Certificate or Registration No. Phone # (3o a — )6 77 Zip Phone # Contact Phone c1)0'..). Architect/Engineer's Name (if applicable) Certificate of Competency No CiL H 2 $� E -mail I^ ILi r iM 64AINIC 1 6/1 , Phone # Value of Work For this Permit $ 0 Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: e(/3/®/i) 70 /D2 A/ /NC2.5 �i kt)/1.- y/�A1 _ ANO 4/O it R l'C,97 7) " !!d $ cl, /l&1Jew /TS r9g S' /y Z.4.1/7- cg-77 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees***********:* * * * * * *** * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 3 S CCF $ CO /CC $ Notary $ Scanning Double Fee $ Training/Education Fee $ Radon $ DPBR $ Technology Fee $ Bond $ Violation date: 315"(30 Structural Review. $ Total Fee Now Due $ See Reverse side ---> Apt; 3 9 ppi'Q Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and MR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu Signa Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 0 day of v " �5 , 20 V, by � C} of & 0C9029'�Yay of (� ' 1 , 20 10, by Le C� who is personally known to me or who has produced id take an oath. who is personally known to me or wh h. s s ro.. ed NOTARY P den �1D'Y2did • Q MYOMM EXPIRES: November 14, 2013 Bonded Thru Notary Publlc Underwriters e an oath. Sign: Print: f CRA cak My Commission Expires: APPROVED BY nc , NOTARY P Sign: Print: M. MINAGORRI MY COMMISSION # DD 907382 ..? EXPIRES: November 14, 2013 Bonded Thru Notary Public Underwriters My Commission Expires: Plans Examiner Zoning Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked Miami Shores Village MCM` Building Department NOV 1 0 2009 d g p BY.----- 10050 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING Owner's Name (Fee Siniple Titleholder) /� Owner's Address City CL/ WV/ S%,4 State �j� Zip Tenant/Lessee Name 71 / ghee /��7,� o4". Email r( 4i /!/AAPi/ ; ( ,07-c,—/L'et-W ai� Permit No. Master Permit No. C79 i zi(a , %Ci � NA�i(�� Phone # .7S6 234 93-2/9 Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Phone # Zip Is )Building Historically' Designated YES NO Flood Zone Contractor's Company Name /,(,S",� jG � �! fyj ZjrP Phone # :1 ev- 33.557 ' Contractor's Address 3555 Yf W 5 2, `* City � t Q fix, 3 ( State Zip 33 l Z Qualifier Name �••p 0 ''V3 a , e h � , . p $ a S 7 © j Phone # (o) Z l S_, O l State Certificate or Registration No. C F C 1'12.744!. 'D Certificate of Competency No. 0 7 4/09 7 '-' c' Contact Phonk.3o5) (033- 957$ E -mail DVICora czi.ire/calp(,,owrh ;n5Coir.Com Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: Phone # ['Alteration Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition IIIIMMEMIRWIMEargibralfaMMI IMMEnlIMPTICINIMMAM ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** Fees*************** * * * * * * * * *** * * * * * * * * * * * * * * * * * ** Permit Fee $ CCF $ �' V `�' CO /CC $ Submittal Fee $ Notary $ J�C/ Scanning $(.3. 0 0 Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 205 277 Training/Education Fee $ • (. 0 Technology Fee $ `7. 67 Bond $ See Reverse side -a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign Owner or Agent r The foregoing instrument was acknowledged before me this 10 day of t" VlD v , 2Q,� , by f , c I 1 Q. e l ;i iC.. c ft , 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: * * * * * * * * * * APPROV MY COMMISSION #13D921272 EXPIRES: AUG 30, 2013 Bonded through 1st State Insurance Signature The foreg day of Contractor g instrument was acknowledged before 1me this 5 209 , by J OWId J CO, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Pri My Co v e , notary Public State of Florida $ • �r Noely P Gonzaie4 isry II 7oisCommission DD838194 Expires 01119/2013 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Zoning Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked 0 I A I t. 01- FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALL AHAS S E E AURORA PLUMBING CORPORATION 3555 NW 52ND STREET MIAMI FL 33142 :7;:4-04agg.',Prf r44wW12466A Afit A 8 it* -6\ MOD Or • DETACH. 1-11RE ii1,0 T.I.'A . ..4%. ." . 41 DATE - BATCH HUMBER ,,inc422.117,,, -• ." • t-grr ArA 4,4Aargit: t:',Irtftif C E rt g"*.* • \YAM • „A:417 IMO4rOgginIA*00 it. fs- ,t9 C CV§Cit:* 4) -"At 11110/2009 14 :38 3056332458 AURORA PLUMBING CORP Waage Shea nt1oge ?I VeU/ De, eat 10050 NE 2"d Ave Miami Shores, Fl 3313 Phone 305-795-2204; Fax 305 -762 -5253 www.miamishoresvillage.com CONTRACTOR LICENSING/ REGISTRATION RE UIREMENTS FOR ALL CONTRACTORS TO REGISTER IN THE VILLAGE OF MIAMI SHORES THE FOLLOWING REQUIREMENTS ARE NEEDED: DADE COUNTY CONTRACTORS: A. Certificate of Competency B. Dade Municipal Occupancy C. Dade Occupational Occupancy D. State Registration E. Liability Insurance Certificate F. Workers Compensation Insurance or Exemption STATE CONTRACTORS:, A. 1" State License B. ✓ Occupational License C. ✓ Liability Insurance Certificate D. Workers Compensation Insurance or Exemption PAGE 01/06 **********ALL INSURANCE CERTIFICATES MUST BE_N_IADE OUT TO THE FOLLOWJNG * * * * * * ** ** Miami Shores Village 10050 NE 2 AVE Miami Shores, Fl 33138 ALL PERMIT APPLICATION REQUIRE THE QUALIFIERS NOTARIZED SIGNATURE *** * ***** **** *** * ** **•w, ********** * ***** *************************** * ** **** * ** **** * * * * *a- **** * ** *** #fir ** * **** * ** * * * * * * *** * * ** ** Business Name: Business Address: r Jam' Business Telephone: (305 (n3 - `x'57% Fax Number: O ^ Z Qualifier Name: leo-no /Gro Je,suS (— K610)1 nasrpativlaft V•15/1".". 011155 • ..0■05.. 6!.. • •ffig. • :05Ntr„O4:. CITIES; NOR sar. t7 ExEstplw rie • tgu5OR.FRoM Ay* trtsAlt PERIArrn• • .01. 1:10eNgt moOlittrarr taitcatfis 15. •4131•,A voitFIC.AT014: nkr11121=111,01fALIFirrA. DO NOT FORWARD AURORA PLUMBING CORPORATION GJIDIG J VIERA PRES 5555 NW 52 ST MIAMI FL 33142 11111.11 1 It ; :1 11 •; 1)31111111111i 11 4 31?, " 1 PAGE 02/06 11/10/2009 14:38 3056332458 AURORA PLUMBING CORP 11/09/2009 12:52 FAX 305 445 5122 CONTINENTAL INS AGENCY CERTIFICATE OF LIABILITY INSURANCE PRODUCER Continental Insurance Agency 2307 Douglas Rd., Suite #401 Miami, FL33145 Phone (305)445•5550 INSURED AURORA PLUMBING CORP. 3555 NW 52nd Street Miami, FL 33142- Fax (305)445-5122 PAGE 06/06 U001 DATE (& M OCIY11 11/0 ® /09 ONL,YAANND CONFERS NO RIGHTS UPPON'THE CERTIFICATE INFORMATION HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVEi?AoS.AFFCORDED RY THE POLIO ES BELOW. INSURERS AFFORDING COVERAGE NAIL INSUR£RP: HOrlmYsville MUtual!NS. Co. INSURER B: Bridgefleld Employers Ins, co. INSURER C .IIIS�URER D: INSURER E: COVERAGES ,.._.�. Trig POUCIES OP INSURANCE LISTED HAVE SEEN ISsUi T,O THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONOrrmON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIPJCATE MAY BE ISSUED OR MAY PERTAIN. THE INSUMNCEAFFORDED BY THE POUCIES DESCRIBED HEREIN 15 m13007 1'0 ALL THE TERMS, EXCLUSIONS AND COMMONS OF SUCH POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ESWIRATION TYPE OF INSURANCE POU f NUMSER ppp-IE DATE MMr Buu 'Min ■ INSUFIBR P: INS WM A AM'L INSRO„ GENERAL LIAIln.r1-Y ❑i/ COMMERCIAL GENERAL UABILm ❑❑ CLAIMS MADE IR ocCUR GEN'LAGGREGATE UMITAPPLIES PER [� POLICY PROJECT ❑ LOC A 0 0 AUTOMOBILE LABI TTY ❑ ANY AUTO ❑ ALL °WNWDAUTOS 0 SCHEDULED AUTOS • HIRED AUTOS I] NON OWNED AUTOS 0 GARAGE LIABILITY ❑ ANY AUTO ExCESSIUMeRELLA UABILIT( OCOUR ❑ CLAIMS MADE GL92797A 01112109 01/12/10 BACCHgqOCCURRENCE PREM( (EIEOOJII I A MED EXP (Any we person) 1,000.000 50,000 PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGO 5,000 1,000,000 2,000,000 BA- 59009D 11/03/0B 14/03/10 COMBINED SINGLE LINK (Ea avaiaenl) BODILY INJURY Per cx► ) BODILY INJURY (Per sacideno 2,000,000 1,000,000 PROPERTY DAMAGE (Per occident) AUTO ONLY- EA ACCIDENT OTHER THAN AUTO ONLY: A ❑ OEaucTIatF ❑ RETENTION B W ► RKER3 ". MPENSA ' ON AND EMPLOYERS' LIASIUTY OFFFFICER i MEMMWER PARTNER ED?E7tECUTNE (ryes, describe under SPECIAL PROVISIONS beiayy, CMS - 604468 0830013254 01/29/09 01/12110 EACH OCCURRENCE AGGREGATE 2,090,00E 2,000,000 04/01/02 04/01110 EL CISE'ASE- EA EMPLOYEE 1,000,000 1,000.000 E.L. DISEASE • POLICY LIMIT 1,000,000 COMMON OF OPERATIONS ! LCCaTiONS f VCHICLE& / EXCLUSIONS ADDED BY ENDORSEMENT ! SPECIAL PROVISIONS CERTIFICATE HOLDER MIAMI SHORES VILLAGE 10060 NE 2 AVE_ MIAMI SHORES, FL. 33138 ACORD 25 MI lI0a) OF CANCELLATION SHOULD ANY OF THE ABOVE D FIcPIRATION DATE THEREOF, 10 DAYS WRITTEN NO THE LEFT, GUT FAILURE TO OF Ale' WIND UPON THE IN ALITHORIZED REPR5S NTA POLICIES, BE CANCELLED BEFORE THE G !TOURER WI1L ,ENDEAVOR TO MAIL =MITIGATE HOLDER NAMED TO IMPOSE NO OBLIGATION OR UASIUTY AGENTS OR REPRESENTATIVES. ACORP CO • RATION 198S 11/10/..2009 14 :38 3056332458 AURORA PLUMBING CORP DEPARTMENT O: . 53TJSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INtUSTRY LICENSING BOARD 1940 NORTH MONROE STREET .7i ./c= AS szn • RAYON, LEONARDO JESUS AURORA. PLUMBING CORPORATION 3555 NW 52 STREET MIAMI FL 33142• -3242 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and'businesses range from architects to yacht brokers, froin boxers to barbeque restaurants, and they k=:sp Florida's economy strong. Every day we work to irriprove the way we do business in• order to serve you better. For information about our services, please log onto www.myfioridalicense.com. There•you,GanTind more information about our davisrofi •r• tiie reguletions;fhet impact you, subscribe to department newsletters and learn more about the; • Departrnent'S initiatives: • • our mission at the Department is: License Efficiently, Regulate Fairly. We • Constantly strive to serve you better so that you can serve your customers., Thank you for doing business in Florida; and congratulations on your new license) PAGE 03/06 (850) 487 -1.395 • .F.Ay L.-05,0 Nom® TzSoS 2 " , F e, 14 21 403 .0 PK:4st r FPt l�h Zr�'1� r �'K %1,'r• °� v e rte` . +m�ry•: �-. 7,?Kii Dh %�'il'�,• -`":c .- ..�A.'':vk•.r.r_:::9 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ,\ V Inspection Number: INSP - 161224 Permit Number: EL -10 -09 -1759 Scheduled Inspection Date: June 22, 2011 Inspector: Devaney, Michael Owner: MINAGORRI, MICHELLE Job Address: 901 NE 91 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: HONSHY ELECTRIC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060030080 Phone: (305)264 -5500 Building Department Comments Install Tight fixtures, relocate circuits Passed t/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 157927. CREATED AS REINSPECTION FOR INSP- 154797. CREATED AS REINSPECTION FOR INSP- 150072. CREATED AS REINSPECTION FOR INSP- 127797. Seal hole in side of panel. Install intersystem grounding /bonding bar. Lable panels. Needs intersystemgrounding /bonding bar & table panels. electrical qualifier to be on job site for nent inspection! No aces June 21, 2011 For Inspections please call: (305)762 -4949 Page 19 of 21 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. EL--10-0q-11501 PERMIT APPLICATION Master Permit No. 0q-121(0 FBC 20 Permit Type; ELECTRICAL e� f /� Owner's Name (Fee Simple Titleholder) / �/ /i�& nvietZ' Phone # 7 Owner's Address 90/ % �rZ2 City Al Q .5-41orasstate Zip Tenant/Lessee Name /I/ C 4 V// i 114.14.0,7', Phone # Email /L-1 /11,'/v/44O,44 e_ &of Job Address (where the work is being done) D ( ®' t2/ City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO itc Flood Zone seX Contractor's Company Name 410 /'J \/ c y1- / C, Phone # ,2‘.f)'--- (.:..-.-,"' — -51°,---?'C' Contractor's Address 73e/ S 5,--130 / ' 5 I— F- City be 4/14.4././ State ✓ Z-- Zip / " Qualifier Name MA /0 t K-4— �1, .' b / Phone # 3e ic ` 01/ " '4"--99D State Certificate or Registration No. E 6 C .3 C' C 3 Certificate of Competency No. Contact Phone E -mail f✓r1 ci 1 z �-% he ti 5 ii. ti el e e- 1-ri G ,, Gam' Architect/Engineer's Name (if applicable) Phone # '2, Value of Work For this Permit $ 0490 Alteration Type of Work: ❑Addition Describe Work: Square / Linear Footage Of Work: 5 0 0. 1 '6-- 0 Repair/Replace ❑ Demolition 'c f_ re ❑New Submittal Fee $ Permit Fee $ Xte"dr, e ® CCF $ P. 2 V CO /CC $ Notary $ Training/Education Fee $ '0 Technology Fee $ 3-t16 Scanning $ 3"00 Radon $ DPBR $ Bond $ Double Fee $ Violation date: /� Structural Review. $ Total Fee Now Due $ 2 2-0 See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFII)AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent 'ti's► The foregoing instrument was acknowledged before me this LUI-0 day of Ce6061_, 206_, by La tit 6 a Mai , /who is personally known to me or who has produced O% 060,5 A C67'4 Ade As identification and who did take an oath. Near— NOTARY PUBLIC: Sign: Print: ' f'L' ARY T: gI` �....,., 1. My Commission Expires: . < o 4 V3Y10 Diaz Corr °.iissjoA #DD848383 Expires: FEB. 03, 2013 B01WEDTBRD ATLANTICBOND>NG CO, INC. ********************** APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this day of Cdeb , 2009, by 61/1 Li " 1. ,9 -in , who is personally known to me or who has produced � Owevil M as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Alfa NOTARY FDBLIC,STATE OF FLORIDA My Commission Expires: " ° E. Diaz Commission #DD848383 Mal Expires: FEB. 03, 2013 BONDED TeltUATL me MAYS * �k+ k*## �R�k+ C�k�k***# �k�k# �: �k�k�k�k# �k�k****�k% kK: **�k# �: A��k�k*�k# :k*�k�k***:k�k�k*#*�k�k # # * # *:k# ��ak �.kle:9'�r��lans Examiner Engineer (Revised 07/1 0/07XRevised 06/10/2009) Zoning Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305). 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: ELECTRICAL Permit Nod Crfr1151 Master Permit No. % / IA A Owner's Name (Fee Simple Titleholder) MS \ \ Q Y`LA \a i r Phone # 618 (.0 s qculci Owner's Address G'QC f54 City \ GUf fU ;Ie°1CX S State CA okoi Zip j Tenant/Lessee Name Phone # Email PO nek..A ockque.AzA cafz-ricorut-not,Jcidc Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Y �'F- /� e Contractor's Address '7 3 4 ;S 4 / S7 City /'� State (64--A- Qualifier Name / 1P/Ode— f� d' #j 1-- State Certificate or Registration No. Contact Phone g O ( q — iS , E -mail Architect/Engineer's Name (if applicable) Zip Phone # Certificate of Competency No. &4)C/1SAN'Ji -e i/or '//yf6ieeirCaC®f7 Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration lteration ,r ❑New ❑ Repair/Replace ❑ Demolition Describe Work: �/6 Tv e e l6 72 �/ C kr c /Q'L p r b4- h h/ ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * *k * * * * * ** * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ Training/Education Fee $ Scanning $43`00 Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Technology Fee $ Bond $ Total Fee Now Due $ See Reverse side —› rm Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at -the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such 'osted notice, the inspection will not be approved and a re- inspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this `cf day of VR' .YCY\ , 20 11 O, by v ClAccx. WA-f1 C31e -C4 who is personally known to me or who has produced an oath. Sign: ./1' j1`t...C1;.- Ito. EL0 '4l isgwenoN :S3HId) i [os as # NassIwwoo Aw IHHOOVNIW T Print: (r i.i. Cpl f\Ck CJc7 � My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this / IA day of Mivek —1, , ,20/0,by M4 th C 0.1A z , who is personally known to me or who has produced Ki1/6 e4/4/ re "re' 1"16 as identification and who did take an oath: NOTARY PUBLIC: Sign: Print: /4 2- NOTARY UBBi0.9TAT OF FLORIDA My Commission Expires: ••r Mario Diaz 5 � •9 Cor. mission #'DD848383 Expires: FEB. 03, 2013 BONDEDTaBII MIMIC BONDING CO.,MC. * * * * * * * * * * * * * * * * * * * * * *:+r .._ 9e9 r3r*9e* ***roY**** *aY9c******** 9r*4e***9c9r9tic9**** *9ek***** 9c* ***** *dr4e9r**4r9e9rk*aF*dedr &9eie,t**ak***** APPROVED BY /0 /tifZ A0Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Miami Shores Village %jam j� DEC 0 3 2008 a) Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No.° ICI In( Master Permit No. 0 1 / f ta Permit Type: BUILDING ROOFING _ /� Owner's Name (Fee Simple Titleholder) ` !/ C'LLI'C / f, , L C //: Phone # 7b (e `-S 1 / v 41 Owner's Address ' tr /. l / ' -7E , . City i/ h "f, iii,,,,,., (3 State fliiJ. Zip jg 13 _ Tenant/Lessee Namel ' / j/ /'� 444,7 , Phone # 7 (c, '234 � i Email Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 53 FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone ArD xia Contractor's Compainy Name 0)/167 ;QL/OZ .01A) Contractor's Address 6 2-4) l tom" �7 City . State Phone # Qualifier Name 0 7-/ 7e j¢ i'3: Zip ''S7/ 01 Phone # .9 j 4., ) 7 %` Z State Certificate or Registration No. �(/] ("' %,5-0 S /s. o Certificate of Competency No. Contact Phone E -mail Architect/Engineer's!Name (if applicable) 11' C /Z911 AP teS Phone # ® 3 4/ 0 Value of Work For this Permit $ y' 600.60 Square / Linear Footage Of Work: Type of Work: ❑Addition •Alteration ['New ❑ Repair/Replace' ❑ Demolition Describe Work: � 1� of ,.%mac; a 7 tipo, ( ®,ji0 jjv ,/2/L /e L °age _! - S,a'7° A-AJD Azo 3) .S/X90 TA/ A * * ** r* ** * * * * *** * * * * * * * * * **** Fees * * * * * * * *** * * *** * ** * * * * * * *x *** ** * * * * * * * * **** Submittal __, —« _ Permit Fee $ Notary $ Scanning $ Radon $ Double Fee $ Violation date: Structural Review. $ Training/Education Fee $ CCF $ DPBR $ CO /CC $ Technology Fee $ Bond $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signa 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: APPROVED BY Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009)