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RC-13-2451Miall1i 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 Permit Type: BUILDING JOB ADDRESS: 555 nl q 57" O? �- il , B Ym — aL ooaoa- FBC 20tD Permit No. 1 Master Permit No. V_G,3 0H51 ROOFING City: Miami Shores County: Miami Dade Zip: 3 3 13 Folio/Parcel#: 1� .Z 0 6 - 014 o 40)_ Is the Building Historically Designated: Yes NO Flood Zone: N 0 OWNER: Name (Fee Simple Titleholder):yl^ aD m O c -A KO `-- It-) A Phone#: 1-66 -'2LO - 4-F® i Address:_ f °I1'3 0 N 1361 5 Ff 042R- P12- Af T I4 0-3 City: F i t A t't,l 16F_ A C tt State: -FL-- zip: 3 31 Tenant/I.essee Name: Email: VQ -CO Ai Ca MO ha@ rne. W CONTRACTOR: Company Name: r/nC f -/®n dd /61wJM Qi) is Phone#: 78& Ig %S' YV37 Address: / ® 09/ S'J Y 2- P rr City: MI,49 J l' State.: Fl- Qualifier Name: Of ,e,07 ,6z) -df 2 Phone#: g j( ,91 % -7_947 State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: r10S ® % ®&IIS09�X41 -Ale 14 DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 1�e't �7d Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ONew ORepair/Replace 1400 ODemolition Description of Work: T t L -E W S-rA LL ATt AI l AJ TF_aQ f ®(_ .p®Og, , TR I el AAJ p L3A&feoAj21D I N S TQ- Li -A-0 o // 'P PA W T /rJ 6 Aa -D WWALL a9PA I R S , Ki T C-t+E22 AN1) (bXTH"'RV Ar-_ )-toT"r:-R:L� Color thru tile: Submittal Fee $ 50 Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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. oe- Signature 11,002 Signature Owner or AgeTit v Contractor The foregoing instrument was acknowledged before me this R14 day of M 20L_3, byy(7 f2f20 IC -4 rrk_-l.- NA who is personally known to me or who has produced FL� i 17 As identification and wh%gj} , take an oath. NOTARY PUBLIC: ,\,vera Sign: Print: My Commission Expires: APPROVED BY 0/ TAT Enill 14pF "VW"') Plans Examiner i - Structural Review (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) rument was acknowledged before me this ':Z _,2013by Carl0Sa4-ngw(2c-a known to me or who has produced _as di tiffs, #ion titter whop flid t ai P hi r 3S t) .t iB948 ti FX% gnu Expires: Jgncyae U1 2615 Zoning Clerk Zip 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. oe- Signature 11,002 Signature Owner or AgeTit v Contractor The foregoing instrument was acknowledged before me this R14 day of M 20L_3, byy(7 f2f20 IC -4 rrk_-l.- NA who is personally known to me or who has produced FL� i 17 As identification and wh%gj} , take an oath. NOTARY PUBLIC: ,\,vera Sign: Print: My Commission Expires: APPROVED BY 0/ TAT Enill 14pF "VW"') Plans Examiner i - Structural Review (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) rument was acknowledged before me this ':Z _,2013by Carl0Sa4-ngw(2c-a known to me or who has produced _as di tiffs, #ion titter whop flid t ai P hi r 3S t) .t iB948 ti FX% gnu Expires: Jgncyae U1 2615 Zoning Clerk PLEASE RECORD & RETURN TO. Southern Title Group, Inc. 9425 SW 72 St., Suite 142 N fiaMi, FL,x i%' INDENTURE Folio No. 11-3206-014-102 OR 9k 28806 Pss 0480 - 485; (6nWi RECORDED i �?,rC E5/2013 1W12:50 DEED DOC TAX 2r340.00 HARVEY RUVIN? CLERK OF COURT MIAMI-DACBE i:OUNTYY FLORIDA 4h THIS INDENTURE made this r 0 ~'day of August, 2013, by and between ANDRE' R. FOURNIER and THOMAS J. FOURNIER, Individually and as Successor Co -Trustees of the RITA R. FOURNIER REVOCABLE TRUST AGREEMENT DATED MARCH 14, 1997, hereinafter referred to as the Grantors, and FREDERICK SUTHERLAND and VERONICA MOLINA, as tenants by the entireties, hereinafter referred to as Grantees, whose post office address is 555 N. E. 93' Street, Miami Shores, FL 33138. WITNESSETH: Grantors, in consideration of the sum of Ten ($10.00) Dollars and other good and valuable considerations, receipt of which is hereby acknowledged, does hereby grant, bargain, sell and convey to the Grantees, their successors and assigns, all Grantors' interest in the following described property, situate in Miami -Dade County, Florida, to -wit: Lot 20 and West one-half (1/2) of Lot 21, in Block 56, MIAMI SHORES SECTION NO. 2, according to the Map or Plat thereof, as recorded in Plat Book 10, at Page(s) 37, of the Public Records of Miami -Dade County, Florida. SUBJECT TO: Conditions, restrictions, Limitations of Record, easements, zoning regulations, taxes for the year 2013 and subsequent years. Together with all appurtenances, privileges, rights, interest, dower, reversions, remainders and easements there unto appertaining; TO HAVE AND TO HOLD the same unto said Grantees, the Grantees' heirs, personal representatives, successors and assigns, in fee simple forever. AND THE GRANTORS do covenant to and with the Grantees, the Grantees' heirs, personal representatives, successors and assigns, that: -'� OF FLORIDA . ■_ I • 1 ) PROFESSIONAL REGULATION C STRUCTION INDUSTRY LICENSING BOARD(850) 487-1395 'F1940 NORTH MONROE T LAI AL ASSES FL 32399-0783 HERNANDEZ, CARLOS CMC FLORIDA INVESTMENTS INC 10031 SW 42 TERRACE MIAMI FL 33165 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.mytioridaticense.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! DETACH HERE 1Ci1C �'' f , Qr�sTrTa zty R� th C +c. OR l'F h, arF :t ib p oor para , 6 t . S ►i x a oil 'ciao. t� �tT - b " }3 9% t 71Gi'ATIOly C=7iO E#z,ias1,9aoait} _. _ ! 07-12-2012 ae JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DJVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 07/12/2012 PERSON: HERNANDEZ FEIN: 342059617 BUSINESS NAME AND ADDRESS: CMC FLORIDA INVESTMENTS INC 10031 SW 42ND TERR MIAMI FL 33165 SCOPES OF BUSINESS OR TRADE: 1- GENERAL CONTRACTOR EXPIRATION DATE: 07/12/2014 2- CERTIFIED GENERAL CONTRACTOR IMPORTANT- Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to he exempt. Pursuant to Chapter 440,05(13), F.S., Notices of election to he exempt and certificates of election to be exempt shell be subject to revocation If, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate Flo longer meets the regairoments of this section for Issuance of a certificates The department shall revoke a certificate at any time for failure of the person named (to the certificate to most the requirements of this section. QUESTIONS? (850) 413-1608 DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF EJECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW 0 EFFECTIVE: 07/12/8012 EXPIRATION DATE: 07/12/2014 PERSON: CARLOS HERNANDEZ FEIN: 342059617 BUSINESS NAME AND ADDRESS: CMC FLORIDA INVESTMENTS INC 10031 6W 42ND TERR MIAMI, FL 33165 SCOPE OF BUSINESS OR TRADE: I- GENERAL CONTRACTOR 2- CERTIFIED GENERAL CONTRACTOR IMPORTANT ® Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. H Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt R E Pursuant to Chapter 440.054131, F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 * Carry bottom portion on the rota, keep upper portion for your records. OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 CD ,,, T 10130/203 D ) PRODUCER 305-227-0082 CAROLINA INSURANCE C014SULTANTS 825{} W FLAGLER STREET, STE 116 MIAMI, FL 33144 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE ROES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURED CMC FLORIDA INVESTMENTS 10041 SW 42ND TERR MIAMI, FL 33165 INSURER A: REPUBLIC -VANGUARD INSURANCE COMPANY INSURER B: INSURER C: INSURER D: ...�.. INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. (NSR LTRTYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POOLICY EXPIRATION LIMITS AUTHORIZED REPRESENTATIVE GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY PGLCO02224-12 07/22/2013 07/22/2014 FIRE DAMAGE (Any one fire) I S 50,000 CLAIMS MADE I A I OCCUR MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY S 5500 004 GENERAL AGGREGATE $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: _ PRODUCTS - COM PIOPAGG $ INCLUDED 17 POLICY X llppcllT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) BODILY INJURY ALL OWNED AUTOS SCHEDULED AUTOS (Per person) $ BODILY INJURY S HIREDAUTOS NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE S (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT S OTHER THAN EA AGC S ANY AUTO AUTO ONLY: AGG S EXCESS LIABILITY EACH OCCURRENCE Is AGGREGATE $ OCCUR CLAIMS MADE S $ DEDUCTIBLE $ RETENTION S WORKERS COMPENSATION AND TAT- OTH TORY S ER LIMIT EMPLOYERS' LIABILITY E.L. EACH ACCIDENT is E.L. DISEASE - EA EMPLOYEd S E.L. DISEASE - POLICY LIMIT 1 $ OTHER DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS CERTIFICATE HOLDER I I Annii*mal INRIIRPn. tmgnvFR I RTTPR• rANCFI__I ATK)N ACORD 26-8 (7/97) ORPQRATION 19$S SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN MIAMI SHORES VILLAGE BUILDING DEPARTMENT NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL 10050 NE 2ND AVE IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR MIAMI SHORES, FL 33138 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE I ACORD 26-8 (7/97) ORPQRATION 19$S 'Airlenis Silvera From: Veronica Molina <veronica_molina@me.com> Sent: Wednesday, October 30, 2013 1:35 PM To: Arlenis Silvera Subject: Permit Application RC -10-13-2451 Dear Arelis: As I explain to you I didn't know I have to do permits to do interior work at my house but my intention is to complete all permits required. I would like to obtain a partial building permit until I am able to find an architect to work in the plans for the bathrooms and kitchen remodelation. Once again I want to apologize with the city and assure them that I am putting all my effort in completing this work in a timely manner and within the guidelines. Best regards Veronica Molina Ph: (786) 260-4901 Fx: (786) 664-3353 V 55 5 N -F l 2'3 ib,"1C) f)" 8 1`2' Interior Door I 9 2> ST RIAHI S-HOKF-5 4--,L- Repbee r ti r Tile Installaw l Poc:kedltInslaton x .0 4 semoc 3-3f 38 I ML�V, 1 4 13M 311 -10 4uf>LACg DIS/ t-JA50 , A&WAL.4 bvSTAUA%oAl VFtWAPI CA i -o L I N,A `555 N -V 93 5T -XIAK I 5140 4 �FL. 3313 $ 49RAC$ 51mv. RIC calve r sre CA. p- a.& ATnAI. Copied 9QYwAU— NsrAu arroa NO POINT ALONG COUNTETO E MORE RTACLE 2 FEET FROM G -F I PROTECTEDSINk PUT DM( RECEP SON DEDcla ICATED TED CKTS. ALL FIXED APPLIAN 1 S4-6112 =11_• 1.L l i 13,�I g' 10" 11' 5112'1 13' 2 3/4" u;y , �1V UJ 17'4 8� x w 11'9 3/16" �ry c t� 4 - a C }. ,,$ F '113/16" 42 .9 I ✓u 3p 9f �x, y E..G S'li::.:.... 8 11/16"39'7 9 q IgG _ z 2',4 3,16" 24" IL ..a OoQ ADD SMCr: if;n t; mit Cb IDC DETECTOR'- � 12' 10 3/4-'9 ;Ll. ' l iTH AND RUBBER SULAT1 "'U-iNDOCTORS TO BE REPLACED 11' 1/2" _ _�_ 283" 13' 3" 4' 1 " �p �XISTIN6 QlJT0E_Ts 5 su►ITe_M VUTL�''t �o AHS ON lVew H16 H 14ATS S3 5vilT'C-14 3 W AY Z40 VO` THAUOM RECEPTACLE ON 20 AMP CKT �q sv��Tctl q- wAY AND f.Fl PROTECTED `®6�cz � �G�, WT L.g TS ', Q,0 N I c,A RO L -1 N is REFAC$ SWOE SjAj4 wt't1 flouGua c,,my- s55 Ne `t3 5T V&VWALL KzAt-LI v4NpAEg PL 334SB IIJSrAU.Al' p-F-UCAre MP ge Ace OATFIty© •��Tfl o .. _. .w n t7 01'�LL- SftWEYZ WALLS TILE IPJSTALI-AT IOW) M RECEPTACLE ON 20 AMP CKT AND G.F 1 PROTECTED Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-223044 Permit Number: RC -10-13-2451 Scheduled Inspection Date: November 10, 2014 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Final Building Owner: FREDERICK SUTHERLAND, VERONICA Work Classification: Alteration Rfi'"" IAT A Job Address: 555 NE 93 Street Miami Shores, FL Phone Number (786)260-4901 Parcel Number 1132060141020 Project: <NONE> Contractor: AP WELDING AND STEEL MANUFACTURER CORP Phone: (305)825-4511 Isunall comments TILE INSTALLATION, INTERIOR DOOR, TRIM AND BASE BOARD INSTALLATION, PAINTING AND DRYWALL REPAIRS revision: KTICHEN REMODEL AND BATH REMODEL ADD BATHROOM AND BEAM 03-17-14 Change of contractor was approved. INSPECTOR COMMENTS False November 07, 2014 For Inspections please call: (305)762-4949 Page 35 of 35 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 07, 2014 For Inspections please call: (305)762-4949 Page 35 of 35 P Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-209775 Permit Number: RC -10-13-2451 Inspection Date: March 27, 2014 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Columns Owner: FREDERICK SUTHERLAND, VERONICA Work Classification: Alteration """11A Job Address: 555 NE 93 Street Miami Shores, FL Project: <NONE> Phone Number (786)260-4901 Parcel Number 1132060141020 Contractor: AP WELDING AND STEEL MANUFACTURER CORP Phone: (305)825-4511 Buildina Department Comments TILE INSTALLATION, INTERIOR DOOR, TRIM AND BASE infractio Passed comments INSPECTOR COMMENTS False BOARD INSTALLATION, PAINTING AND DRYWALL REPAIRS revision: KTICHEN REMODEL AND BATH REMODEL ADD BATHROOM AND BEAM 03-17-14 Inspector Comments Passed VL L Failed El Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 March 26, 2014 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-209586 Permit Number: RC -10-13-2451 Scheduled Inspection Date: March 27, 2014 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Tie Beam Owner: FREDERICK SUTHERLAND, VERONICA Work Classification: Alteration 5121 Ma A Job Address: 555 NE 93 Street Miami Shores, FL Phone Number (786)260-4901 Parcel Number 1132060141020 Project: <NONE> Contractor: AP WELDING AND STEEL MANUFACTURER CORP Phone: (305)825-4511 comments TILE INSTALLATION, INTERIOR DOOR, TRIM AND BASE BOARD INSTALLATION, PAINTING AND DRYWALL REPAIRS revision: KTICHEN REMODEL AND BATH REMODEL ADD BATHROOM AND BEAM 03-17-14 Change of contractor was approved. INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-209549. Columns for beam do not go to footing. Bolts on plates on beam do not meet edge distance. provide welding certificate for fled welding CANCELLED BY VERONICA 786-260- 4901 Failed Missing fire stops,seal penetrations. Remove dry wall severl locations in living to verify Ceiling in living and kitchen already covered. Evidence of removal of Correction partitions. Remove all drywall Needed ❑,Zr lsvp&ly Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. March 26, 2014 For Inspections please call: (305)762.4949 Page 14 of 28 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-209585 Permit Number: RC -10-13-2451 Inspection Date: March 27, 2014 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Owner: FREDERICK SUTHERLAND, VERONICA een" urw Job Address: 555 NE 93 Street Miami Shores, FL Project: <NONE> Inspection Type: Framing Work Classification: Alteration Phone Number (786)260-4901 Parcel Number 1132060141020 Contractor: AP WELDING AND STEEL MANUFACTURER CORP Phone: (305)825-4511 Buildina Deoartment Comments TILE INSTALLATION, INTERIOR DOOR, TRIM AND BASE BOARD INSTALLATION, PAINTING AND DRYWALL Infractio Passed Comments INSPECTOR COMMENTS False REPAIRS revision: KTICHEN REMODEL AND BATH REMODEL ADD BATHROOM AND BEAM 03-17-14 9f GO-R-t-ra-g-ter mg -as Passed Inspector Comments CREATED AS REINSPECTION FOR INSP-209548. CREATED AS REINSPECTION FOR INSP-206171. CREATED AS REINSPECTION FOR INSP-203956. CREATED AS REINSPECTION FOR INSP-203884. Failed CREATED AS REINSPECTION FOR INSP- 203863. CREATED AS REINSPECTION FOR INSP- 202119. No access Correction Needed Columns for beam do not go to footing. Bolts on plates on beam do not meet edge distance. provide welding certificate for fied welding CANCELLED BY VERONICA 786-260- 4901 Missing fire stops,seal penetrations. Remove dry wall severl locations in living to verify Re -Inspection ❑ Ceiling in living and kitchen already covered. Evidence of removal of partitions. Remove all drywall Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 March 26, 2014 Page 1 of 1 !Engineer, PLLC. 8215 LAKE DR #8502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 wwrw.ienginee[plic.com; juan0engineerpt1c.ccm March 26, 2014 To: BUILDING OFFICIAL MIAMI SHORES VILLAGE BUILDING DEPARTMENT Re: Permit # RC13-2451 Concrete footings at master bathroom. 555 NE 93rd St, Miami, FL 33138 Dear Building Official; I, Juan C. Moreno, P.E. hereby attest that to the best of my knowledge, belief and professional judgment and after a visual inspection on the property located at the above mentioned address. That the steel reinforcement for the concrete footing according to the approved permit plans and to the FBC2010. This document is being prepared in accordance with the Florida Building Code and is being submitted to the Miami Shores Village Building Department for the above referenced project. Should you have any questions or need any additional information, please do not hesitate to contact me. As a routine matter, In order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of It. To the best of my knowledge and ability, this report represents and accurate appraisal of the present condition of the building based upon careful evaluation of observed conditions, to the extent reasonably possible. The report does not exclude conclusions conceming the adequacy of the components nor can we be responsible for any latent defects that may arise In future. In accepting the report, clients agree to be bound by the condition of the Inspection. Our extent of liability Is limited to the amount of the inspection fee. The inspection consisted of a visual examination of the structure. No destructive of environmental testing was performed. Very truly yours, 1011 iEn�ieer, PLLC. Juan C. Moreno F. L Reg. P. E # 69818 Certification of authorization #29119 Permit # RC13-2451 Concrete footings at master bathroom. 555 NE 93rd St, Miami, FL 33138 VALID ONLY WITH RAISED PE SEAL. ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK -ONS WILL VOID THIS LETTER. Welder Name I Luis Cuella Welder iD 7626 Lob No. NWIS-03 Test Date 03/1712014 Client No. LC -.3-17-14 7 Wiring code I AWS D1.140 Thicimm Plate ® Pipe Process SMAW Podden 6G / 45'/ UP Plate Range QuallfledO8F Pipe to 6' ease Material I A-531 A-537 Pipe Range 4' to UNimited Procedure I AWS Fig 4.27 Specification No. I AWS A5.1 ClaUlficatlon I E6010/E7018 Trade Name Lincoln Electric Saftg No.Np Sidelding ®as N/A FluxNo Diameter 1/8° AWS "P' No. 1 #3 & #4 Wdd Appearance I Good Undercut I None Pifing Pohl► I None Ted Results 12coupons were bent at the Faces per AWS 4.8.3.1 and accepted per 4.8.3.3 Test Rastas 2 coupons were bent at the Root per AWS 4.8.3.1 and accepted per 4.8.3.3 . s / Our representative was present to witness the above Welder qualify on the test stated above and attest that he/she is able to produce quality wields that are acceptable to the AWS welding code standard requirements. The welder Is therefore cerhfled to perform groove or fillet welds in the 1 G, 2G, 3G & 4G positisons on pipe or plate and in the range that was tested on. This cerf$fieellon will remain In good deriding for fi mond or marc one (1) year, with proof of continued work performance from qualified personnel. The welder identified above I Is Qualified to perform welds in the shop/field as per specified code. Respectfully Submitted; VirginCM 8 88 E Enriquez 1100fi3 National Melding Inspection Specl I.I.C. (MMS) QC1 FX? 11/1/2015 rrgiWdEnrique4 CM 03/17/2015 9 Exp. Date LLC. AD rights !Engineer, PLLC. 8215 LAKE DR #8502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 www.iengineerplic.com; juan@iengineerplic.com March 26, 2014 To: BUILDING OFFICIAL MIAMI SHORES VILLAGE BUILDING DEPARTMENT Re: Permit # RC13-2451 Fill cell reinforcement for steel beam. 555 NE 93rd St, Miami, FL 33138 Dear Building Official; I, Juan C. Moreno, P.E. hereby attest that to the best of my knowledge, belief and professional judgment and after a visual inspection on the property located at the above mentioned address. That the steel reinforcement for the fill cells that are below the new steel beam W5x19 (North & South wall) are embedded into the existing concrete footing and this Is according to the approved permit plans and to the FBC2010. This document is being prepared in accordance with the Florida Building Code and is being submitted to the Miami Shores Village Building Department for the above referenced project. Should you have any questions or need any additional information, please do not hesitate to contact me. As a routine matter, In order to avoid possible misunderstanding, nothing In this report should be construed directly or indirectly as a guarantee for any portion of it. To the best of my knowledge and ability, this report represents and accurate appraisal of the present condition of the building based upon careful evaluation of observed conditions, to the extent reasonably possible. The report does not exclude conclusions concerning the adequacy of the components nor can we be responsible for any latent defects that may arise in future. In accepting the report, clients agree to be bound by the condition of the Inspection. Our extent of liability is limited to the amount of the Inspection fee. The inspection consisted of a visual examination of the structure. No destructive of environmental testing was performed. Very truly yours, iEngIneTr, PLLC. Juah C. Moreno F. L Reg. P. E * 69818 Certification of authorization *29119 Permit # RC13-2451 Fill cell reinforcement for steel beam. 555 NE 93rd St, Miami, FL 33138 VALID ONLY WITH RAISED PE SEAL. ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK -ONS WILL VOID THIS LETTER. t Miami Shores Village Building Department g p 3li 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 MAS' 14 2014 FBC 201 L) Permit No. IRC f $ -.2 +5f Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: '555 N'V T3 t�T City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO ✓ Flood Zone: "O OWNER: Name (Fee Simple Titleholder): VF"N I C -A fG0 L tAl A Phone#: -486 -A6a- 4'?o i Address: 5 5 1J IE 9 3 5-r City: 11( Avt 1 5 H O ECS State:zip: 3 3� ✓V Tenant/Lessee Name: IDU---44- Email: VIE "N l " ,— 'F-( a U I N CONTRACTOR: Company Name:i" (VQ' C 4 L' Address: ---�L3 30 W ' :9 © -S'C City: ffrAL,ea-K �/� Qualifier Name: s7T6 . e' V �- Cc" aa� S`rQ@ L MP 0"V SCJ State Certification or Registration #: ( : �/� l� 95 -5 -Certificate of Cc Contact Phone#: ,? ®,E q9 /(08 Email Address: Q P W0 td it DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Square/Linear Footage of Work: 959---2�-2R Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: C It AN (,pi O�F C-10 NT" Color thr'u tile: Submittal Fee $ Permit Fee $`� CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ �° Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 a charged. ( Signature w Signature O er or Ag Contractor The foregoing instrument was acknowledged before me this day of,20 ,by Vo, &.ni,, PA -0 , who is personally known to me or who has produced o�J� S 71 M/ b As identification and who did take an oath. NOTARY PUBLIC: Sign: APPROVED BY ';ioan'Vouna M F o Flo►�da my eommbe►on FF Of/fy2018 0853 7/1 The foregoing instrument was acknowledged before me this day of P , 20 Lq ,by ,j tri who is personally known to me or who has produced L I; j , & ,4-cx,)4iidentification and who did take an oath. Print: My Commission MY � # W 845048 .�t,l�, OMM Jwmy 24.2017 Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012XRevised 3/12/2012) XRevised 06/10/2009)(Revised 3/15/09XRevised 7/10/2007) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD f�'�o `• T1940 NORTH ALLAHASSEE STREET FF32399-0783 ALONSO, JOSE FELIPE AP WELDING AND STEEL 4150 WEST 19 AVE HIALEAH MANUFACTURER, CORP. FL 33012 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. (850) 487-1395 STATE OF FLORIDA AC'# 690 5 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION COCIS16255 11/30/12 12009205. 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.myfloridalicanse.com. CERTIFIED GENERAL CONTRACTOR There you can find more information about our divisions and the regulations that ALONSO, JOSE FELIPE Impact you, subscribe to department newsletters and loam more about the AP WELDING AND STEEL MANUFACTURI 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! DETACH HERE IS CERTIFIED under the provisions of Ch.489 F smiration date, AVG 31, 2014 L12 213 0 024 7 6 THIS DOCUMENT HAS A COLORED BACKGROUND • MICROPRINTING • LINEMARK-" PATENTED PAPER ., 3#690573 OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEiL12113002476 • LICENSE NBR 1.1/30/2012 120092052 CGC1516255 Phe GENERAL CONTRACTOR Tamed below IS CERTIFIED Tnder the provisions of Chapter 489 FS. :xpiration date: AUG 31, 2014 ALONSO, JOSE FELIPE AP WELDING AND STEEL 4150 WEST 19 AVE HIALEAH MANUFACTURER, CORP. FL 33012 RICK SCOTT REN LAWSON GOVERNOR _ __ ... - --- _-- - SECRETARY 002641 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 5564613 BUSINESS NAME/LOCATION RECEIPT NO. AP WELDING AND STEEL MANUFACTURER CORP RENEWAL 2330 W 80 ST 7 5804613 HIALEAH FL 33016 LBT EXPIRES SEPTEMBER 30, 2014 Must be displayed at place of business Pursuant to County Code Chapter 11A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS AP WELDING AND STEEL MFG CORP 206 MFMECYCLINWROCESSING PAYMENT RECEIVED EMPIOVee(S) 3 BY TAX COLLECTOR $45.00 08/14/2013 FVHS 1-13-001225 This Local Business Tax Receipt only confirms payment of the Local Business Tax The Receipt is not a license, permit or a certification of the holder's quali icati to do business. Holder must comply with any governmental or nengavemmental regmlatory laws and requirements which apply to the business. The RECEIPT N0. above must be o, eyed on all commercial vehicles - Miami -Bade Code Sac 89-278. For more �ft;r .tion, visit www.miamida gmv/taxgWlaMr 003335 Local Business Tax Receipt Miami -Dade County, State of FloridaTHIS IS NOT A BILL - DO NOT PAY 6400774 BUSINESS NAMEALOCATION P WELDING AND RECEIPT No. AI AP LW 80 ST 7 STEEL MANUFACTURE CORP RENEWAL HIALEAH FL 33016 8 LBT EXPIRES SEPTEMBER 30, 2014 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS AP WELDING AND STEEL 196 GENERAL BUILDING CONTRACTOR PAYMENT RECENE0 MANUFACTURE CGC1518255 Worker(s) 1 BY TAX COLLECTOR $45.00 08/14/2013 FVHS1-13-001218 Pew Local eB rtificatimi of the Receiptsiness Tax I 's qualifications, st of � �I Business Tax The Receipt is not a license, nongovernmental regulatory laws and requirements which bpm' Holder must comply with any govammem a or ePp1Y to the busloess. The RECEIPT NO. above stet be displayed on all coudnercialvehicles - Mnrml-0ade Code Sac go -275. For more information visit commercial m alrud 3scwl CERTIFICATE OF LIABILITY INSURANCEDATE(MMUpD/YYYY) 01/10/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorseme s . PRODUCER Bouchard Insurance for WBS P.O.Box6090 Clearwater, FL 33758-6090 CON AC NAME. FAX PHONE 866 293-3600 ext. 623 No: E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC 8 INSURED Workforce Business Services, Inc Alt. Emp: AP Welding and Steel Manuf Corp INSURER A : American Zurich Insurance Company 40142 INSURER B INSURER C: 1401 Manatee Ave. West Ste 600 Bradenton, FL 34205-6708 INSURER D : INSURER E : - INSURER F: COVERdGES r`CGTIGINATC COVIERAr%FS - -- - - — �. � ' -0 KevISIUN NUmOF-R: LIS THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCETED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILS TYPE OF INSURANCE �ADDL SUER POLICY EFF POLICY EXP POLICY NUMBER M DINY)rIn (MMIDD LIMITS GENERAL LIABWTY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RE rED PREMISES (Ea occurrence) $ CLAIMS MADE OCCUR MED EXP EXP (An / one person) $$ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ POLICY PR0. Lo $ AUTOMOBILE LIABILITY Ea a�d!D- ANYAUTO BODILY INJURY (Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Par accident) $ HIREDAUTOS NON -OWNED AUTOS PROPERTY DAMAGE $ (Peractltlent UMBRELLA LIAR EJ OCCUR EACH OCCURRENCE $ EXCESS LU1B CLAIMS -MADE AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS' LIABILITY X A Y / N ANY OFFICER/MEMBER BERREEXXCLUDEED CECUTIVE F-11 E.L. EACH ACCIDENT $ 1,000,000 1 N/A, WC 90�a81B 03 12/31/2013 12/31/2014 MandatoryinNH) E.L. DISEASE - EA EMPLOYE $ 1,000,000 d If escribe render DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 ii j I Location Coverage Period: 12/31/2013 12/31/20141 Client# 051176 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space ls required) AP Welding and Steel Manuf Corp Coverage is provided for 2330 W 80th St Bay 7 only those employees leased to but not Hialeah, FL 33016 subcontractors of: Miami Shores Village 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE W -11100-AUTO At;UKU L:UKIFURATION. All rights reserved. ACORD 26 (2010/05) The ACORD name and logo are registered marks of ACORD _11`,,,,.,.� �� CERTIFICATE OF LIABILIW INSURANCE ATE ( l/IMM/2013) 11/18/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Heritage Insurance Services PO Box 1508 NAME.- Tiffanie Ellis PHO"N ESI, (941)723-1400 FA/C N01: (941)723-1440 ADDRIEs :tiffa:iie@heritage:->a.com INSURERS AFFORDING COVERAGE NAIC # Palmetto FL 34220 !NSURERA:Catlin Specialty Company 15989 INSURED AP Welding and Steel Manufact Corp 4150 West 19th Ave INSURER B: INSURER C: INSURER D: INSURER E: Hialeah FL 33012 INSURER F: GOVEHAGIES CERTIFICATE NUMBER -2013-2014 aI:erlclnf l NII IMRI=R• THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE D U R POLICY NUMBER MPO POLICY EFF MW DY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A Y COMMERCIAL GENERAL LIABILITY CLAIMS -MADE UIOCCUR LS -93205-1114 11/17/2013 11/17/2014 DAMAGE TO RENTED 100 000 PREMISES Ea occurrence $ r MED IXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GERALAGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: ODUCTS - COMP/OP AGG $ 2,000,000 X POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS I BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE $ Per accident I I _UMBRELLA LUU3OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LU1BHCLAIMS-MADE $ DEC) I RETENTION WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N OFFICER/MEMBER EXCLUDED? ❑ N/A ER E.�.EACHACCIDENT $ E L DISEASE - EA EMPLOYE $ (Mandatory In NH) f yes, describe under DESCRIPTION OF OPERATIONS below I j E L DISEASE -POLICY LIMIT $ I I i DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) Certified General Contractor / CGC 1516255 (305)756-8972 Miami Shores Village 10050 NE 2nd Ave .Miami Shores, FL 33138 ACUH0 25 (2010/05) INSt1711; rgmnnFi m SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE David Clements/TIFF ©1988-2010 ACOR0 CORPORATION. All rights reserved. Tho Af nQn nomo onrl Inn^ or® ronictarorl moria* of Af`nl2r1 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' - I Lk ��" FBC 20 - Y T BUILDING X,a' Permit No. PERMIT APPLICA rN `�.�� f� � �� l��_sytler Permit NO. f Permit Type: BUILDING ROOFING JOB ADDRESS: 5 5 5 Alf- '13 QT City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 44 - ?)200 - 0 q - 4010 Is the Building Historically Designated: Yes NO ✓ Flood Zone- J-410 OWNER: Name (Fee Simple Titleholder): VE" N 1 CA KV L /N A Phone#: 9.86'260 " 4%O' *�55 AJE 93 sr City: 941144 t 1 eq}0 0.9 S —State: L Zip: 33 38 Tenant/Lessee Name: Phone#: •Email: VeArO Vl 1 C0. 0 i K R. (a, me . Co 01 CONTRACTOR: Company Name: ChlG f IOAA-PA I oa VeS7'KeNTs Phone#: :P86 '295 - 44-3? Address: 10034 s t l9 tai f-eZ City: +-11 A ti 1 State: 'F L Zip: 3 31( Qualifier Name: CA&" S a I 'i; A OJ4AOJ-V'-, Phone#: _86 -.279 - ? 3 6 State Certification or Registration #: GG G 51 �?j 2°j Certificate of Competency #: Contact Phone#: Email Address: Car Jos 013 o / 6 Joe 11 r o v t - /I o f DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ OA�J :50 .o -o Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: k_I T'C.H £A1 42E V-tOM L Amp ©N::ia BAT4i we_ `.."V1510AJ F9 ,2 E!"A� S AJ➢ FATiIw2lacH Z '-H Color thru tile: Submittal Fee $ Permit Fee $ ®� ,`J L CCF $ CO/CC $ •Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ �O ' Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 4q,,plicant 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, th� inspection will not be approved and a reinspection fee will be charged. r Signature • Ca Signature er or ent Contractor The foregoing instrument was acknowledged before me this / day of N-00 20 (3, by `Jry1zr4kcA „ ISL 1 who is personally known to me or who has producedtJ7 As identification and who did take an oath. NOTARY PUBLIC• Sign: Print: My Commission Expires: ,3 Jiirnt%' The foregoing instrument was acknowledged before me this f day of N O V , 20 13, by who is personally known to me or who has APPROVED BY �-S/ 511 `v Plans Examiner Structural Review as identification and who did NOTARY PUBLIC: SiG�% �i/ A gn: — Print: r a 4a 114 My Commission Expires: 0 4 N- 2.1.5 z M { n S m O (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Zoning Clerk • . !Engineer, PLLC. 8215 LAKE DR #8502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 www.iengingerplic.com; ivan(dienaineernllc.com February 17, 2014 To: BUILDING OFFICIAL MIAMI SHORES VILLAGE BUILDING DEPARTMENT Re: Permit RC13-245 Wood joist floor system 555 NE 93rd St, Miami, FL 33138 Dear Building Official; I, Juan C. Moreno, P.E. hereby attest that to the best of my knowledge, belief and professional judgment and after a visual inspection on the property located at the above mentioned address. That the wood joist floor system is structural sound and it will support the new loads. This document is being prepared in accordance with the Florida Building Code and is being submitted to the Miami Shores Village Building Department for the above referenced project. Should you have any questions or need any additional information, please do not hesitate to contact me. As a routine matter, in order to avoid possible misunderstanding, nothing In this report should be construed directly or indirectly as a guarantee for any portion of it. To the best of my knowledge and ability, this report represents and accurate appraisal of the present condition of the building based upon careful evaluation of observed conditions, to the extent reasonably possible. The report does not exclude conclusions concerning the adequacy of the components nor can we be responsible for any latent defects that may arise in future. In accepting the report, clients agree to be bound by the condition of the Inspection. Our extent of liability is limited to the amount of the Inspection fee. The inspection consisted of a visual examination of the structure. No destructive of environmental testing was performed. / 2 ,. Very truly yours, . 10.-" 11' t `r D iEngineer, PLLC. Juan C. Moreno F. L Reg. P. E * 69818 Certification of authorization #29119 Permit * RC13-2451 Wood joist floor system 555 NE 93rd St, Miami, FL 33138 VALID ONLY WITH RAISED PE SEAL. ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK -ONS WILL VOID THIS LEITER. January 27, 2014 Mr. Ismael Naranjo, CBO Building Director Miami Shores Village RECEI�7EI� JAN: 27 2014 BY: ==&� I Veronica Molina owner of the property located at 555 NE 93 ST requests to start the project of interior remodeling excluding the bathroom extension. FaCMI-T P -r-13- 245, I understand that if any corrections need to be made as per Building Department or Planning and Zoning Department I will take care of them. Best regards, f Veronica ina OK- r -"x2' n "2- -3 3 _ '-o � o � imp �•. ro I D A 0��`��\ 13 !Engineer, PLLC. 8215 LAKE DR #8502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 Web site: www.ienaineerpllc.com; E-mail: ivanC@iengineerplic.com PAGE 1/23 COVER SHEET DATE: January 4, 2014 PROJECT: INTERIOR RENOVATION ADDRESS: 555 NE 93rd St, Miami, FL 33138 CLIENT: This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 23. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and In-house developed software. Prior to commissioning Into service, the in-house developed software was thoroughly checked by performing parallel manual computations. The sign and sea] provided herein are meant to cover all computation sheets pages 1 through 23. !Engineer, PLLC. CA #29119 Juan C. Moreno FL. Reg. P.E # 69818 VALID ONLY FOR ONE (1) PERMIT ONLY. VALID ONLY WITH RAISED PE SEAL. -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK -ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. 1125 4 0 !Engineer, PLLC. 8215 LAKE DR #6502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 Web site: www.lennineerglic.com; E-mail: juanC@ienaineer!gllc.com PAGE 11/23 INDEX DESCRIPTION PAGE Wind load calculation ASD (windows & doors) 1 Tapcon design 5 Wood joist design 5 NOA hanger 6 NOA window 12 NOA tapcon 21 2/25 3/25 NECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaent:erErises.com Date 1/4/2014 Project No. - Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\Documents and Settings\JUAN M\My Documents\JOBS\PROJECTS\555 NE 93rd St, Miami, FL 33138, VERONICA\CALC\WIND 7-10, ASD WINDOWS AND DOORS.wnd Directional Procedure All Heights Building (Ch 27 Par's 1) ' All pressures shown are based upon ASD Design, with a Load Factor of .6 - Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 1.00 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 2 : 12 Slope of Roof(Theta) = 9.46 Deg Ht: Mean Roof Ht = 12.63 ft Type of Roof = Hipped RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 10.25 ft OH: Roof Overhang at Eave= 1.00 ft Roof Area = 2105.00 ft^ 2 Bldg Length Along Ridge = 47.00 ft Bldg Width Across Ridge= 55.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 7.58 ft lzm: Cc*(33/Zm)^0.167 = 0.19 Lzm: 1*(Zm/33)^Epsilon = 540.81 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems a 4/25 Ll N B Kh: 2.01*(Ht/Zg)^(2/Alpha) = 1.03 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 48.46 psf Cpww: Windward Wall Cp(Ref Fig 6-6) 0.80 Roof Area = 2105.00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 47 ft wall (Normal to Ridge) Wall CP Pressure Pressure +GCPi (psf) --------------- ------ ----------- -GCPi (psf) ----------- Leeward Wall -0.47 -27.92 -10.47 Side Walls -0.70 -37.56 -20.11 Wall Elev Kz Kzt gz Press Press Total ft psf +GCpi ---------------- ------ ----- ----- ------- ------- -GCpi +/-GCpi ------- --------- Windward 15.00 1.03 1.00 48.46 24.23 41.68 52.15 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(psf)-GCPi,(Psf) --------------------------------- ------ ---------- 0.0 ft to 6.3 ft -0.90 ---------- -45.80 -28.35 6.3 ft to 12.6 ft -0.90 -45.80 -28.35 - 12.6 ft to 25.3 ft -0.50 -29.32 -11.87 - 25.3 ft to 55.Oft -0.30 -21.08 -3.63 I-SMRS- all Pressures for Wind Nozaa3 to 55 f t wall. (Along Ridge) - Wall CP Pressure Pressure +GCpi (Psf) --------------- ----------------- -GCPi (Psf) ----------- _ Leeward Wall -0.50 -29.32 -11.87 Side Walls -0.70 -37.56 -20.11 t 5/25 Wall Kiev KZ Kzt gz Press Press Total ft psf +GCpi -GCPi +/-GCpi ---------------- ------ ----- ------------ ------- ------- --------- Windward 15.00 1.03 1.00 48.46 .24.23 41.68 53.55 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge 0.0 ft to 6.3 ft 6.3 ft to 12.6 ft 12.6 ft to 25.3 ft 25.3 ft to 47.0 ft CP Pressure pressure +GCpi(psf)-GCpi(psf) ------ ---------- ---------- -0.90 -45.80 -28.35 -0.90 -45.80 -28.35 -0.50 -29.32 -11.87 -0.30 -21.08 -3.63 a 6/25 _ MEC,AWI nd Verslon 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.c©m Date : 1!4!2014 Project No. Company Name.: Designed By _ Address Description City Customer Name State Proj Location File Location: C:\Documents and Settings\JUAN M\My Documents\JOBS\PROJECTS\555 NE 93rd St, Miami, _ FL 33138, VERONICA\CALC\WIND 7-10, ASD WINDOWS AND DOORS.wnd i �.L x ' 2 C ----- ; 2 ' -` Roof not 1 �� 1 ! f shmm ♦� 71 12 2 ' 1°i 1 r.. 12 J 1 1 10 t � Falls tom` Hip Roof 7 < 0 <= 2 a Wind Pressuze ©n Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of Width of Pressure Coefficient Zone "a" = 4.7 ft Description Width Span Area Zone Max Min Mac P Min P ft ft ft^2 OCP GCp psf psf WINDOW 3.25 3.58 11.6 4 0.89 -1.09 51.83 -61.47 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 Qhcc:.00256 *VA 2*Khcc*Kht*Kd = 48.46 psf 2 4 14 15 16 17 18 219 20 21 24 25 26 27 28 29 30 iEngineer, PLLC. Consulting Engineers 8215 LAKE DR #13502, DORAL, FL. 33166 Ph (954) 274-2429; Fax (786) 545-7636 fru .ienginee Ilrp cammr a uanbliengineerulic.com PROJECT NAME: PROJECT ADDRESS: SCALE: AS SHOWN DATE: SHEET No: DESIGN BY: JM , DL=40PSF (SUPER IMPOSED) & LL=40PSF Applied tension = 0 Ib Applied shear=120PSF x 10.5FT / 2 = 630 Ib/ft Allowable tension = 244 lbs allowable shear = 264 lbs '0 / (244) + 630 / (4 x 264) = 0.60 < 1.0 therefore it is ok to be used. -Use (4) tapcon 1/4" o x 2" min. emb.. @ 16" o/c max, edge distance 2-1/2" & .6" spacing. I�l•I�I�I�I�i�1��l�i W =120 PSF X 1.33FT =160 LB/FT M=WxL"2/8=160x(10.SFT)^2/8x12=26,460 LB -IN S = M / Fb = 26,460 / (1,000) = 26.46 IN^3 SX(REQ) = 26.46 IN^3 < SX(APPLY) = 33.06 IN^3; THEREFORE TO USE USE: (1) PT WOOD 2X12 @ 16" 0/C 7/25 8/25 M'AIMO MIAMI-DADE COUNTY •� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY - ri805 sw 26 Street, Room 208 AFFAIRS (VERA) Miami, Flgrida33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (186) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA v".miam(dadenoVJnera/ Nu-Vue Industries, Inc. 1055 L 29 Street SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted Miami -Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade.County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the eximnse of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building N APPROVAL DOCUMENT: Drawing No. NU -3, titled "NVJH Joist Supports, NVTP & NVTPH Plate Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip", sheets 1 through 3 of 3, dated 07/10/2003, with last revision 4 dated 01/25/2012, prepared by Nu-Vue Industries, Inc,, signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 ales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 084828.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 12-0130.34 Expiration Date: January 1, 2014 .. , i-1,0/10six Approval Date: June 14, 2012 . I Page 1 Nu-Vue Industries, Inc. 9/25 NOTICE OF ACCEPTANCE: . EVIDENCE SMAGMD A. DRAWINGS "SubmWed underNOA # 05-051601" 1. Drawing No. NU -3, titled "NVJH Joist Supports, NVTP & NVTPH Plate Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip", sheen 1 through 3 of 3, dated 07/10/2003, with last revision 4 dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Sub►nfted under NOA # 03-07M 03" Test reports on wood connectors per ASTM D 1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Repo d No. Wood Connector Rka on 1. PT # 03-4303 NVTP4 Upward 04/21/03 2. PT # 03-4343 NV1P4H Upward 05/05/03 3. PT # 03-4344 NVTP4 Upward 05/01/03 4. PT # 03-4345 NV1`P4H Upward 05/02/03 5. PT # 03-4349 NV80236 Up & Down 05/19/03 6. PT # 03-4357 NVS0236 Up & Down 05/20/03 7. PT # 03-4358 NVJH24 Up & Down 05/30/03 S. PT # 03-4385 NVJH26 Up & Down 05/30/03 9. PT # 03-4386 NVS0236 Up & Down 05/13/03 10. PT # 03.4387 NVJH28 Up & Down 05/30/03 C. CALCULATIONS "Submitted under NOA # 05-0516.01 " 1. Report of Design Capacities, dated 07/13/2005, sheets 1 through 5 of 5, prepared, signed and sealed by Vipin N. Tolat, P.E. "SubmMed under NOA # 03-0730.03" 2. Report of Design Capacities, dated 07/22/2003, sheets 1 through 13 of 13, prepared, signed and sealed by Vipin N. Tolat, P.E. FV-16f4l2°'�Z Carlos N. Utrers, P.E. Product Control Examiner NOA No. 12-0130.34 Expiration Date: January 1, 2014 Approval Date: June 14, 2012 E-1 10125 Nu-Vue industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT 1. Drawing No. NU -3 statement of code conformance to 2010 FBC, dated 01/25/2012, issued, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NDA # 08-082&02" 2. Statement letter of code conformance, no financial interest and no change of product, dated 0812112008, issued, signed and sealed by Vipin N. Tolat, P.E. vd l�pets- Carlos K Mrera, P.E. Product Control Examiner NOA No. 12-0130.34 Expiration Date: January 1, 2014 Approval Date: June 14, 2012 E -2 -r v ,I Building Input Summary Report 12/30/2013 6:37 AM EnergyGauge® / USRRDB v3.1 �� page 04 1of5 PROJECT Title: INTERIOR RENOVATION Bedrooms: 3 Address Type: Street Address Building Type: User Bathrooms: 3 Lot # Owner. Conditioned Area: 1640 sq.ft. BlocWSubDivision: # of Units: 1 Total Stories: 1 Pk#Book: Builder Name: Worst Case: No Street: 555 NE 93rd STREET Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: City, State, Zip: MIAMI, Family Type: Single-family Whole House Fan: FL, 33138- New/Existing: Existing (Projected) Terrain: Suburban Year Construct Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Dally Temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh NEW 0 0.1126 Natural Gas Theon EnergyGauge Default 0 1.72 Fuel Oil Galion EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft BE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 Blockl 1640 13120 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Main 1640 13120 Yes 5 3 Yes Yes Yea FLOORS # Floor Type Space Perimeter R Value Area Tile Wood Carpet 1 Slab -0n -Grade Edge Insulation Main 200 it 0 1640 ft' .� 0 0 1 12/30/2013 6:37 AM EnergyGauge® / USRRDB v3.1 �� page 04 1of5 ;-I Building Input Summary Report 12/30/2013 6:37 AM EnergyGauge® / USRRDB v3.1 Page 2 of 5 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1690 ft2 0 ft2 Medium 0.96 No 0.9 No 0 14 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1640 ft2 N N CEILING # Ceiling Type Space R -Value Area Framing Fraction Truss Type 1 Under Attic () Main 30 1640 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation Is modified by rotate amle shown In 'Pro section above. Adlacent space Cavity Width Height Sheathing Framing Solar Below # Omt a Wall Type R Valua Ft In Ft n Area R Value Fragh n Absor. Grade% 1 N Exterior Concrete Block - Int Insul Main 5 53 4 8 426.7 fP 0 0.75 0 2 E Exterior Concrete Block - Int Insul Main 5 50 6 8 404.0 ft2 0 0.75 0 3 S Exterior Concrete Block - Int Instil Main 5 42 4 8 338.7 Itz 0 0.75 0 4 W Exterior Concrete Block - Int Insul Main 5 40 6 8 324.0 ft2 0 0.75 0 5 S Garage Frame -Wood Main 11 11 0 8 88.0 ft2 0.23 0.75 0 6 W Garage Concrete Block - Int Insul Main 5 10 0 8 80.0 fI2 0 0.75 0 DOORS Width Height # Omt Door Type Space Stonns U -Value Ft In Ft In Area 1 N Wood Main None .46 3 6 8 20 ft2 2 S Wood Main None .46 3 6 8 20 ft2 WINDOWS Wall Overhang At Omt ID Frame Panes NFRC U -Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N 1 Metal Single (Clear) Yes 1.3 0.35 N 18.7 IF 2 ft 0 In 0 ft 0 in None None 2 N 1 Metal Single (Clear) Yes 1.3 0.35 N 18.7 ft2 2 ft 0 in 0 ft 0 In None None 3 N 1 Metal Single (Clear) Yes 1.3 0.35 N 18.7 f12 2 ft 0 in 0 ft 0 In None None 4 N 1 Metal Single (Clear) Yes 1.3 0.35 N 25.3 f12 2 It 0 In 0 It 0 in None None 5 E 2 Metal Single (Clear) Yes 1.3 0.35 N 18.7 IF 2 It 0 In 0 ft 0 in None Norte 6 E 2 Metal Single (Clear) Yes 1.3 0.35 N 18.7 ft2 2 ft 0 In 0 ft 0 in None None 7 E 2 Metal Single (Clear) Yes 1.3 0.35 N 6.7 ft2 2 ft 0 in 0 ft 0 in None None 8 S 3 Metal Single (Clear) Yes 1.3 0.35 N 18.7 ft2 2 ft 0 in 0 ft 0 in None None 9 S 3 Metal Single (Clear) Yes 1.3 0.35 N 31.1 f12 2 ft 0 in 0 It 0 In None None 10 S 3 Metal Single (Clear) Yes 1.3 0.35 N 12.0 ft2 2 ft 0 in 0 ft 0 In None None 11 W 4 Metal Single (Clear) Yes 1.3 0.35 N 13.0 ft2 2 ft 0 in 0 ft 0 in None None 12 W 4 Metal Single (Clear) Yes 1.3 0.35 N 11.6 IF 2 ft 0 in 0 ft 0 in None None 12/30/2013 6:37 AM EnergyGauge® / USRRDB v3.1 Page 2 of 5 Building Input Summary Report �c,uv,cv o:�r nm EnergyGaugew / ra vO.1 Page 3 of 5 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Spac:eW 1 Wholehouse Best Guess .0005 2150.9 118.08 222.07 .345 9.8363 All GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 160 ft2 160 ft2 30 ft 8 ft nvalid MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 ftl 0 ft 0.3 Main HEATING SYSTEM # System Type Subtype Efficiency Capacity —Geothermal HeatPump— Duds Block Entry Power Volt. Cuff 1 Electric Strip Heat None COPA 36 kBtu/hr 0 0 0 sys#1 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit None SEER:16 48 kBtu/hr 1440 cffn 0.75 sys#1 1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Credits 1 Electric Tankless Main 0.92 1 gal 60 gal 120 dog None SOLAR HOT WATER Collector Type Collector Surface Tilt Azimuth Area Absorp. Trans Loss Coef. Prod. Corr. Tank Volume Tank Tank Heat PV Pump U Value Surf Area Exch Eff Pumped Energy DUCTS DUCT # Location Supply Return R -Value Area Location Area Number Leakage Type Air Handler CFM 25 CFM25 TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 328 fl' Attic 82 ft' Default Leakane Main Default Default 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: N Cooling Jan Feb Mar Apr Ma Jun Jul Heat3 9 Jan Feb Mar E A May Jun Jul Ventin Jan Feb Mar [XI A r May Jun Jul Au Aug Au Se Sep Se Oct E Oct [xl Oct Nov Nov Nov Dec Dec Dec Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling (WD) Cooling (WEH) Heating (WD) Heating (WEH) PM 7880 7880 78 PM 78 78 78 PM 68 68 68 PAM 68 68 66 688 78 78 78 78 78 78 68 6688 68 68 68 6688 78 78 68 6688 78 78 78 78 68 68 68 68 78 78 68 68 78 78 6666 66 78 78 6666 66 �c,uv,cv o:�r nm EnergyGaugew / ra vO.1 Page 3 of 5 -71 Building Input Summary Report 12/30/2013 6:37 AM EnergyGauge® / USRRDB v3.1 Page 4 of 5 APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.046 0.046 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 % Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.468 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWWr Peak Value: 0 Watts Ughting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 % Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 1767 kWh/Yr Peak Value: 577 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 % Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 2666 kWh/Yr Peak Value: 489 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 % Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWWr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 % Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWhNr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 % Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 106 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 % Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Wath CLOTHES WASHERS ID Type Screen Location Capacity Make Model Schedule LoadsPerYr 1 1 Main Default New Main 2.847 HERS201 (invalid) CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New Main Electricity DISHWASHERS ID Type Screen Location Capacity Vintage Make Model Schedule kWhPerYr 1 Dlshwash Default New Main 12 2004 or N HERS201 372 12/30/2013 6:37 AM EnergyGauge® / USRRDB v3.1 Page 4 of 5 Building Input Summary Report 12130/2013 6:37 AM EnergyGauge® / USRRDB v3.1 Page 5 of 5 RANGE OVEN ID Type Screen Location Type Fueltype Make Model Cooktop Oven 1 Ranges Default New Main CooktopOven C Electric Electric FI Not Conv HARD WIRED LIGHTING ID Type Screen Location Total# Qualify# Comp FI All Other FL bdBulbtype Schedule Watt per bulb 1 2 Hard-Wir Hard-Wir By Count - Qualif By Count - Qualif Exterior Garage 20 2 0 20 2 0 2 2 Incandes Incandes HERS201 HERS201 60 60 MISC ELECTRICAL LOADS ID Type Screen Item Quantity Category Operating Location Schedule Off Standby 1 Mlsc Elec Simple Default 1 1 Main HERS201 1 12130/2013 6:37 AM EnergyGauge® / USRRDB v3.1 Page 5 of 5 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: INTERIOR RENOVATION Builder Name: Street: 555 NE 93rd STREET Permit Office: City, State, Zip: MIAMI, FL, 33138- Permit Number. Owner. Jurisdiction: Design Location: FL, Miami 1. New construction or existing Existing (Projecte 9. Wall Types (1661.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1493.30 ft' b. Frame - Wood, Adjacent R=11.0 88.00 ft' 3. Number of units, Ifmul le multiple famil Y 1 c. Concrete Block - Int Insul, Adjacent R=5.0 80.00 ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1640.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1640.00 ft2 6. Conditioned floor area above grade (ft2) 1640 b. N/A R= ft2 Conditioned floor area below grade (ft') 0 c. WA R= ft' 11 R ft2 7. Windows(211.8 sgft.) Description Area a. Sump: Attic, Ret Aide, AH: Main 6 328 a. U -Factor. Sgl, U=1.30 211.80 ft2 SHGC: SHGC--0.35 b. U -Factor. WA {P 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 48.0 SEER:16.00 c. U -Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficency d. U -Factor. NIA ft' a. Electric Strip Heat 36.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.350 14. Hot water systems a. Electric Tankless Cap:1 gallons 8. Floor Types (1640.0 sqft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 1640.00 ft2 b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.129 Total Proposed Modified Loads: 40.58 PASS Total Standard Reference Loads: 55.38 1 hereby certify that the plans and snecifications covered by Review of the plans and V-T0E 8T4?, this calculation are In compliance the Florida Energy specifications covered by this o 41 V . _ ` 0�, Code. calculation indicates compliance Florida Energy �'"°4 A with the Code. ,,,,rte°°: Q `1 PREPARED BY: _ Before construction is completed DATE: C- this building will be inspected for compliance with Section 553.908 * c 65010 I hereby certify that this building, as designed, Is In compliance Florida Statutes. cOD with the Florida Energy Code. WE'T� OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 12!30/2013 6:36 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 12/30/2013 6:36 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Building Type: Owner. # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/EAsting: Comment: INTERIOR RENOVATION Bedrooms: 3 User Conditioned Area: 1640 Total Stories: 1 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Single-family Existing (Projected) Address Type: Lot # BIocIdSubDlvisIon: PlatBook: Street: County: City, State, Zip: Street Address 555 NE 93rd STREET Miami -Dade MIAMI , FL, 33138- CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5% 2.5% Int Design Temp Heating Design Dally Temp Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 1640 13120 SPACES Number Name Area Volume Kitchen Occupants Bedrooms In it ID Finished Cooled Heated 1 Main 1640 13120 Yes 5 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 200 It 0 1640 ftZ 0 0 1 ROOF v # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emla Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1690 ftz 0 fta Medium 0.96 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1640 fIz N N CEILING # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1640 fta 0.11 Wood 12/30/2013 6:36 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 1213012013 6:36 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below ype 1 N Exterior Concrete Block - Int Insul Main 5 53 4 8 426.7 1`12 0 0.75 0 _ 2 E Exterior Concrete Block - Int Insul Main 5 50 6 8 404.0 ft2 0 0.75 0 _ 3 S Exterior Concrete Block - Int Insul Main 5 42 4 8 338.7 ft2 0 0.75 0 4 W Exterior Concrete Block - Int Insul Main 5 40 6 8 324.0 ft2 0 0.75 0 _ 5 S Garage Frame - Wood Main 11 11 0 8 88.0 ft2 0.23 0.75 0 _ 6 W Garage Concrete Block - Int Insul Main 5 10 0 8 80.0 1`12 0 0.75 0 DOORS # Omt Door Type Space Storms U Value Width Height Area Ft In Ft In 1 N Wood Main None .46 3 6 8 20 fe 2 S wood Main None .46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Clear) Yes 1.3 0.35 18.7 ft2 2 It 0 in 0 It 0 in None None 2 N 1 Metal Single (Clear) Yes 1.3 0.35 18.7 ft2 2 ft 0 In 0 ft 0 in None None 3 N 1 Metal Single (Clear) Yes 1.3 0.35 18.7 fe 2 It 0 in 0 It 0 in None Norte 4 N 1 Metal Single (Clear) Yes 1.3 0.35 25.3 ft2 2 It 0 in 0 It 0 in None None 5 E 2 Metal Single (Clear) Yes 1.3 0.35 18.7 ft2 2 It 0 in 0 ft 0 in None None 6 E 2 Metal Single (Clear) Yes 1.3 0.35 18.7 W 2 ft 0 in 0 ft 0 in None None 7 E 2 Metal Single (Clear) Yes 1.3 0.35 6.7 ft2 2 ft 0 In 0 ft 0 in None None 8 S 3 Metal Single (Clear) Yes 1.3 0.35 18.7 ft2 2 ft 0 In 0 ft 0 in None None 9 S 3 Metal Single (Clear) Yes 1.3 0.35 31.1 ft2 2 It 0 In 0 ft 0 in None None 10 S 3 Metal Single (Clear) Yes 1.3 0.35 12.0 fN 2 It 0 In 0 ft 0 In None None 11 W 4 Metal Single (Clear) Yes 1.3 0.35 13.0 fie 2 It 0 In 0 ft 0 In None None 12 W 4 Metal Single (Clear) Yes 1.3 0.35 11.6112 2 ft 0 in 0 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wali Height Exposed Wall Insulation 1 160 fe 160 ft2 30 ft 811 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 2150.9 118.08 222.07 .345 9.8363 1213012013 6:36 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 12/30/2013 6:36 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat Noire COP: 1 36 kBtuhrr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 16 48 kBtu/hr 1440 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubTyps Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.92 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS v — Supply — — Return — Air CFM 25 CFM25 HVAC # # Location R Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 328 W Attic 82 W Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cools Heafi g Jan Feb Jan Feb Mar Mar A Apr May Jun Jul May Jun Jul Au Aug Se Sep Oct Oct Nov Nov Dec Dec Venting Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Gaoling ) M 80 80 78 78 78 78 78 78 78 78 78 7788 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 fib 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (INEH) 68 68 68 68 68 68 68 88 66 PM 6688 6688 6666 12/30/2013 6:36 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 ti• FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 555 NE 93rd STREET PERMIT #: MIAMI, FL, 33138 - MANDATORY REQUIREMENTS SUMMARY - See Individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, Basketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.fL Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of =1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency --78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilingatknee walls 405.2.1 R-19 space permitting. 12/30/2013 6:36 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX'S = 73 The lower the EnergyPerformance Index, the more efficient the home. 555 NE 93rd STREET, MIAMI, FL, 33138- 1. New construction or existing 2. Single family or multiple family 3. Number of units, If multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (fta) 7. Windows" Description a. U -Factor. Sgl, U=1.30 SHGC: SHGC--0.35 b. U -Factor. WA SHGC: c. U -Factor. WA SHGC: d. U -Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. WA c. WA Existing (Projecte Single-family 1 3 No 1640 Area 211.80 fta fta fta fia 2.000 it. 0.350 Insulation Area R=0.0 1640.00 ft: R= fta R= fta 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent c. Concrete Block - Int Insui, Adjacent d. WA 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Duds a. Sup: Attic, Ret: Attic, AH: Main 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has compiled with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection.a se, a new EPL Display Card will be completed based on installed Code compiian le es. Builder Signature: zvo 1,0/1- Date: Address of New Home: 5;- N 0 1 3ww� 13 T-- City/FL Zip: I rL . 3 1100 Insulation R=5.0 R=11.0 R=5.0 R= Insulation R=30.0 R= R= Area 1493.30 fta 88.00 fta 80.00 fe 1,12 Area 1640.00 fta ft$ fta R fta 6 328 kBtu/hr Efficiency 48.0 SEER:16.00 kBkdhr Efficiency 36.0 COPA.00 Cap:1 gallons EF: 0.92 Pstat OF -fm STa?` �•�oo w1;�`�� *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. *"Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation Summary Project Title: 555 NE 93rd STREET INTERIOR RENOVATION MIAMI, FL 33138- 12/30/2013 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 79F Humidity difference 58 r. 212 sqft Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 96 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 21 F Total heating load calculation 23587 Btuh Total cooling load calculation 41992 Btuh Submitted heating capacity % of talc Btuh Submitted cooling capacity % of talc Btuh Total (Electric Strip Heat) 152.6 36000 Sensible (SHR = 0.75) 118.2 36000 23587 Btuh Latent 104.1 12000 0 Btuh Blower Load Total 114.3 48000 Winter Hantinn 1 nnrl lfnr 1Rdn cnftl WINTER CALCULATIONS I Load component Load Window total 212 sqft 5507 Btuh Wall total 1410 sqft 3644 Btuh Door total 40 sqft 368 Btuh Ceiling total 1640 sqft 1045 Btuh Floor total 1640 sqft 4720 Btuh Infiltration 219 cfm 4810 Btuh Duct loss 3494 Btuh Subtotal 23587 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh x,eir2o%) Doorsi Floom(20%) Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 23587 Btuh SUMMER CALCULATIONS Summer Cnnlinn I narl tfnr 1Rdn cnftl Load component Load Window total 212 sqft 8378 Btuh Wall total 1410 sqft 3826 Btuh Door total 40 sqft 662 Btuh Ceiling total 1640 sqft 2611 Btuh Floor total 0 Btuh Infiltration 219 cfm 5050 Btuh Internal gain 5750 Btuh Duct gain 4190 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 30468 Btuh Latent gain(ducts) 1101 Btuh Latent gain (infiltration) 8622 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 1800 Btuh Total latent gain 11524 Btuh TOTAL HEAT GAIN 1 419 92 Btuh Laterd "emal(4%) ►t.oak Ducts(13%) Infd.(33%) 3(20%) CeJk'gs(6%) EnergyGauge® System Sizing p� 8th Edition PREPARED BY: V/- I DATE: EnergyGaugeB / USRRDB v3.1 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: 555 NE 93rd STREET INTERIOR RENOVATION MIAMI, FL 33138- Building Type: User 12/30/2013 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99%) Component Loads for Whole House Window Panes/Type Frame U Orientation Area X HTM= Load 1 1, NFRC 0.35 Metal 1.30 N 18.7 26.0 485 Btuh 2 1, NFRC 0.35 Metal 1.30 N 18.7 26.0 485 Btuh 3 1, NFRC 0.35 Metal 1.30 N 18.7 26.0 485 Btuh 4 1, NFRC 0.35 Metal 1.30 N 25.3 26.0 659 Btuh 5 1, NFRC 0.35 Metal 1.30 E 18.7 26.0 485 Btuh 6 1, NFRC 0.35 Metal 1.30 E 18.7 26.0 485 Btuh 7 1, NFRC 0.35 Metal 1.30 E 6.7 26.0 174 Btuh 8 1, NFRC 0.35 Metal 1.30 S 18.7 26.0 485 Btuh 9 1, NFRC 0.35 Metal 1.30 S 31.1 26.0 810 Btuh 10 1, NFRC 0.35 Metal 1.30 S 12.0 26.0 312 Btuh 11 1, NFRC 0.35 Metal 1.30 W 13.0 26.0 338 Btuh 12 1, NFRC 0.35 Metal 1.30 W 11.6 26.0 303 Btuh Window Total 211.8 s 5507 Btuh Walls Type Omt. Ueff. R -Value Area X HTM= Load (Cav/Sh) 1 Cone Blk,Hollow - Ext (0.132) 5.0/0.0 325 2.63 856 Btuh 2 Cone BIk,Hollow - Ext (0.132) 5.0/0.0 360 2.63 947 Btuh 3 Cone Blk,Hollow - Ext (0.132) 5.0/0.0 257 2.63 676 Btuh 4 Cone Blk,Hollow - Ext (0.132) 5.0/0.0 299 2.63 788 Btuh 5 Frame - Wood - Adj (0.095) 11.0/0.0 88 1.90 167 Btuh 6 Cone Blk,Hollow - Adj (0.132) 5.0/0.0 80 2.63 211 Btuh Wall Total 1410 3644 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Wood - Exterior, n (0.460) 20 9.2 184 Btuh 2 Wood - Exterior, n (0.460) 20 9.2 184 Btuh Door Total 40 3686tuh Ceilings Type/Color/Surface Ueff. R -Value Area X HTM= Load 1 Vented At ic/L/Shing (0.032) 30.0/0.0 1640 0.6 1045 Stuh Ceilina Total 1640 s 104513tuh Floors Type Ueff. R -Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 200.0 ft(perim.) 23.6 4720 Stuh Floor Total . 1640 sqft 4720 Btuh Envelope Subtotal: 15284 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 1.00 13120 1.00 218.7 4810 Btuh Duct load Average sealed, R6.0, Supply(Att), Retum(Att) (DLM of 0.174) 3494 Btuh ErwgyGauge® / USRRDB v3.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) ect Title: 555 NE 83rd STREET INTERIOR RENOVATION MIAMI, FL 33138- Building Type: User 12/30/2013 All Zones Sensible Subtotal All Zones 23587 Btuh HQUSB TOTALS Subtotal Sensible Heat Loss 23587 Btut Totals for Heating Ventilation Sensible Heat Loss 0 Btut Total Heat Loss 23587 Btut EQUIPMENT 1. Electric Strip Heat 36000 Btuh Key. Window Was -NFRC (Requires U -Factor and Shading coef8dent(SHGC) of glass as numerical values) or - Glass as'CleW or'Tint' (Uses U -Factor and SHGC defoub) U - (Window U -Factor) HTM - (ManuaU Heat Transfer Mulliplier) Version 8 EnergyGauge® / USRRDB v3.1 Page 2 EnergyGauge@ / USRRDB v3.1 Page 1 Type" Overhang WindowArea(sgft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.35,1.30 No No N 2.Oft O.Oft 18.7 0.0 18.7 35 35 651 Btuh 2 1 NERC 0.35, 1.30 No No N 2.0ft O.Oft 18.7 0.0 18.7 35 35 651 Stuh 3 1 NFRC 0.35, 1.30 No No N 2.Oft O.Oft 18.7 0.0 18.7 35 35 651 Btuh 4 1 NFRC 0.35, 1.30 No No N 2.Oft O.Oft 25.3 0.0 25.3 35 35 884 Stuh 5 1 NFRC 0.35,1.30 No No E 2.Oft O.Oft 18.7 7.7 10.9 35 61 941 Btuh 6 1 NFRC 0.35,1.30 No No E 2.Oft O.Oft 18.7 7.7 10.9 35 61 941 Stuh 7 1 NFRC 0.35, 1.30 No No E 2.Oft O.Oft 6.7 5.1 1.6 35 61 275 Btuh 8 1 NFRC 0.35, 1.30 No No S 2.Oft O.Oft 18.7 18.7 0.0 35 36 651 Stuh 9 1 NFRC 0.35, 1.30 No No S 2.Oft O.Oft 31.1 31.1 0.0 35 36 1086 Btuh 10 1 NFRC 0.35, 1.30 No No S 2.Oft O.Oft 12.0 12.0 0.0 35 36 419 Btuh 11 1 NFRC 0.35, 1.30 No No W 2.0ft O.Oft 13.0 5.4 7.6 35 61 655 Btuh 12 1 NFRC 0.35,1.30 No No W 2.0ft O.Oft 11.6 5.4 6.3 35 61 572 Stuh Window Total 1 1 212 ft 8378 Btuh Walls Type U -Value R -Value Area(sgft) HTM Load Cav/Sheath 1 Concrete BIk,HdbN - Ext 0.13 5.0/0.0 325.3 2.8 899 Btuh 2 Concrete Blk,Hollow - Ext 0.13 5.010.0 360.0 2.8 995 Btuh 3 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 256.9 2.8 710 Btuh 4 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 299.4 2.8 827 Btuh 5 Frame - Wood - Adi 0.09 11.0/0.0 88.0 2.0 175 Btuh 6 Concrete BIKHollow - Adl 0.13 5.0/0.0 80.0 2.8 221 Btuh Wall Total 1410 s ) 3826 Btuh Doors Type Area (sgft) HTM Load 1 Wood - Mderlor 20.0 16.6 331 Btuh 2 Wood - Exterior 20.0 16.6 331 Btuh Door Total 40 s 662 Btuh Ceilings Type/Color/Surface U -Value R -Value Area(sgft) HTM Load 1 Vented Attic/Light/Shirgle 0.032 30.0/0.0 1640.0 1.59 2611 Btuh Ceiling Total 1640 2611 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 1640 (ft perimeter) 0.0 0 Btuh Floor Total 1640.0 (sgft) 0 Btuh Envelope Subtotal: 15479 Btuh Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Load Natural 1.00 13120 1 218.7 5050 Btuh Internal Occupants Btuh/occupant Appliance Load gain 5 X 230 + 4600 5750 Btuh Sensible Envelope Load: 26279 Btuh EnergyGauge@ / USRRDB v3.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL AP 555 NE 93rd STREET INTERIOR RENOVATION MIAMI, FL 33138- 12/30/2013 Duct load Average sealed, Supply(R&O-Atdc), Retum(R6.0-AtBc) DGM of 0.159 4190 BtUh Sensible Load All Zones 30468 Btuh EnergyGauge® / USRRDB v3.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL AP 555 NE 93rd STREET INTERIOR RENOVATION MIAMI, FL 33138- 12/30/2013 WHOLE HOUSE TOTALS EQUIPMENT 1. Central Unit # 48000 Btuh *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading efficient of glass as SHGC numerical value) (U - Window U -Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, halt closed (IS - meed screen: none(N), Full(F) or Haff(/2)) (Omt - compass orientation) Version 8 EnergyGauge® / USRRDB v3.1 Page 3 Sensible Envelope Load All Zones 26279 Stuh Sensible Duct Load 4190 Btuh Total Sensible Zone Loads 30468 Stuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 30468 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 8622 Btuh Latent ventilation gain 0 Btuh Latent duct gain 1101 Btuh Latent occupant gain (5.0 people @ 200 Btuh per person) 1000 Btuh Latent other gain 800 Btuh Latent total gain 11524 Stuh EQUIPMENT 1. Central Unit # 48000 Btuh *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading efficient of glass as SHGC numerical value) (U - Window U -Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, halt closed (IS - meed screen: none(N), Full(F) or Haff(/2)) (Omt - compass orientation) Version 8 EnergyGauge® / USRRDB v3.1 Page 3 Residential Window Diversity MidSummer Project Tide: 555 NE 93rd STREET INTERIOR RENOVATION MIAMI, FL 33138- 12/30/2013 Weather data for. Miami -Defaults Summer design temperature 96 F Average window load for July 8106 Btuh Cooling setpoint 75 F Peak window load for July 9166 Btuh Summer temperature difference 21 F Excuslon limit(130% of Ave.) 10538 Btu Latitude 25.82 North Window excursion Jul None WINDOW Average and Peak Loads Lbnii' for excursion 10000.00 9000.00 - 12 Fou' Average - a000.00 _- — 7000.00 6000.00 J 500.00 400.0 3000.00 200.0 1000.00 0.00 8 a.m. 10 12 2 pm. 4 pm. 6 p.m. a pm. am. Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGauge® SystemSizin /� Florida reply PREPARED BY: DATE: EneravGau e® / USRRDB v3.1 10 Residential Window Diversity October Project Title: 555 NE 93rd STREET INTERIOR RENOVATION MIAMI, FL 33138 - 12/30/2013 Weather data for. Miami - Defaults Summer design temperature 96 F Average window load for October 7636 Btuh Cooling setpoint 75 F Peak window load for October 9208 Stuh Summer temperature difference 21 F Excuslon limk(130% of Ave.) 9927 Btuh Latitude 25.82 North Window excursion October None WINDOW Average and Peak Loads 1 MMd0 l h� for excursbn 90Q0.00 8000.00 12 Flour Averep _ 7000.00 6000.00 = 5000.00 4000.00 3000.00 2000.00- 1000.00 0.00 8 a.m. 10 12 2 P.M. 4 pm. 6 P.M. 8 P.M. am. Total October Window Load(Radiatlon and conduction) The October window load for this house does not exceed the window load excursion limit. This house has adequate October window diversity. EnergyGauge® System Siringf orida rqs *l nl PREPARED BY: DATE: EnergyGaug / USRRDB v3.1 !Engineer, PLLC. 8215 LAKE DR #13502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 Web site: www.ienginee[pilc.com; E-mail: ivan(diengineerglic.com COVER SHEET DATE: February 18, 2014 PROJECT: INTERIOR RENOVATION ADDRESS: 555 NE 93rd St, Miami, FL 33138 CLIENT: REV 1 PAGE '/12 This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 12. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in-house developed software. Prior to commissioning Into service, the in-house developed software was thoroughly checked by peyforming (/� parallel manual computations. The sign and seal provided herein are meant t co ralY �l computation sheets pages 1 through 12. 02 iEngineer, PLLC. #29119 Juan C. Moreno FL. Reg. P. # 69818 VALID ONLY FOR ONE (1) PERMIT ONLY. VALID ONLY WITH RAISED PE SEAL -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK -ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. !Engineer, PLLC. 8215 LAKE DR #8502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 Web site: www.iengineerpllc.com; E-mail: juanOiengineerpllc.com REV 1 PAGE il/12 INDEX DESCRIPTION PAGE Load analysis for ceiling beam 1 Steel beam design 2 Splice connection design 4 NOA hanger 7 nuly 1 .1111.11 PROJECT: PAGE: CLIENT: DESIGN BY: JOB NO.: DATE: REVIEW BY DATA & DESIGN SUINMARY SECTION •> WSX19 => Ix Sx rT br it tr„ 28 10.2 1.38 5.03 0.43 0.27 :D DEAD LOADS wb , _ -0.184 kips / ft wou - 8 kips / ff I p ECTED LIVE LOADS wu,, = 0 kips / ft Wu.+ i W�2 w"=; 0 kips/ft ENTRATED LOADS PM= d kips WDu PLL = ft kips SPAN LENGTH Lt =. --- 24 - ft LEVER LENGTH L2- 0 ft, (0 for no cantilever) SLOPE -0 :12 (9 = 0.00 0) W0�' iCTION LIMB OF IJ\/E LOAD A LL = L / ull YIELD STRESS Fy = 36 ksi R, THE BEAM DESIGN IS ADEQUATE. ANALYSIS DETERMINE REACTIONS, MOMENTS & SHEARS R2=0.5( W— +W. Li +( —, +W., I(L,+0.5L2)L2+P L+ L2 / L, L, = 1.97 kips Ri=(cosoWD" +w,..)L.+(w B+WLL L2+P—R2 = 1.97 kips X1 = 12.00 ft X2 - 1200 ft X3 = 0.00 ft I X, I x X3 l Ate, Wjxa MAS, 0.5(cos8+w..IL2+PL2= 0.0 ft -kips l2 A,,, M,� = ( w"+W", (x. 8 l = 11.8 ft-kp / V,gx = 1.97 kips, at Rl right MMIn BENDING CAPACITY (RISC -ASD, F1.3, page 548) = Maar(L2 , X3) = 0.00 it WWUCSd length 2 Ch=1.75+1.05(�?1+03� L = 1.75 since M, ISO rT = 1.38 in . l 1 Ar = 2.18 Lc=l'MV7 bf . _2 5.31 ft �I r I y, = Lk =MAX (r, 1020000 b 12000C,5y ll ' F 0.6 d/A F /Q� L3 = rr 510004Cb = 18.11 ft Fy ft I nVIT 1 7/111 Fbr = MIA' 13 153000006 I Fy . 0.6Fy I = 21.6 ksi Fb2 = A17N1170000Cb � Fy I _ WA l (,/")2 3 JI Fb3 = A91N 12000Cb , 0.6Fy = N/A T(d/Af 0.66Fy for 15 Le 0.6Fy for Lc <l <Lu Fb - Ad9X (F61 Fb3) for Lu 5 l <L3 23.8 ksi MAX (Fb2 Fb3) ,for 12:L3 fb = MW /Sx = 0.0 ksi < Fb (Satlsfactory) LOCAL BUCKLING (AISC-ASD Tab. B6.1) < = does riot apply for top flange continuously braced without cantilever. br 1(24) = 5.85 < 65 / (Fy)0.5 = wA Matlefactoryl d / tw = 19.07 < 640 / (Fy)0- = WA (sadafaotoryj Mmax BENDING CAPACITY (AISC-ASD, F1.3, page 5-46) fb = MMax /Sx = Me ksi < Fb - 0.88 Fy = 23.8 ksi iSatbfactory] SHEAR CAPACITY (AISC-ASD, F4, page 5-49) f„ = Vmx/ts,d = 1.4 ksi < Fd = 0.4 Fy = 14.4 ksi (Sadafactary] NINE CAMBER AT DEAD LOAD CONDITION L = L r /ws B = 24.00 f4 beam skid span a= L21Cos B = 0.00 tt, beam sloped cantilever langth P= PLX Cos B = 0.00 kips, perpendicular to beam W1 = wM r COS B = 0.16 k1f, perpendicular to beam W2 = wol.2 COS 9 = 0.00 klf, perpendicular to beam Pa2(L+a) _ w,L3a w.a3(4L+3a) _ End - 3EI 24EI + 24EI 0.00 in, downward perpendicular to beam. USE C = 014" AT CANTILEVER. _ _ PaL2 + SWIL4 _ w:L2a2 _ 1.61 in, downward perpendicular at middle of beam. e`�rd 16EI 394EI 32EI USE C = 814" AT M/D BEAM. DEFLECTION AT LIVE LOAD CONDITION P = Pu Cos 9 = 0.00 kips, perpendicular to beam w+ = wU't COSI 9 = 0.00 kii, perpendicular to beam W2 = WM2 COS2 0= 0.00 kif, perpendicular to turn Par2(L+a) _ w,L3aw,a3(4L3a)l 3EI 24EI + + Cos &= 24EI 0.00 in, downward to vertical direction. 2L2 / 360 = 0.00 in (SaUafactory] PaL2 5w,L4 _ waL2a2 OMtd -P 16EI + 394EI 32EI ] cos u9 = 0.00 in, downward to vertical direction. < L, / 360= 0.80 in Gory] 1= STEEL PLATES TOP & BOTTOM OF STEEL W BEAM 2.87 in 2.88 in Dbnmslons wRft 4 I _ Hem 6.76 in pedmew w QeometrigPropertles 17.5 In ly 4.001rN Ix 21.7 h% ry 1.151n rx 2.88 in A 3.00 W2 Sy RW 2.0000 hR3 sm. left we�m7.6488 2 9 tri 3 sx 7op _ 7.6469 W3 Centroid X 2.10326"16ln PIasft Properties Zy 3.0000 W3 Zx 8.0825 W3 _ PWArY 1.0709e-0161fl PPUNX 2.10328e-016 In Polar Properties Ip 26.7 W4 fp 2.93 In j. IES ShapeBuilder 4.0 www.iesweb.com 4 in 5.75 in mum"Prorerdes- - — -- __ _ _. 12 4.00 W4 11 _ 21.7W4 - w 3.16267"16 W+4 Theta, _ _ 180 deg REV 1 _ 7/12 M- 'AMI MIAMI -DADS COUNTY • I PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY ' 1'1805 SW 26 Street, Room 208 AFFAIRS (PERA) Miand, Flgrida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (78G)i 315-2599 NOTICE OF ACCEPTANCE (NOA) vrWr.mlamldade r-0V/=rar Nu-Vue Industries, Inc. 1055 E. 29 Street SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted' by Miami -Dade County PERA Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade. County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series NVJH, NVTP/H, NVSO and NVHC Wood Connectors APPROVAL DOCUMENT: Drawing No. NU -3, titled " NVJH Joist Supports, NVTP & NVTPH Plate Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip", sheets 1 through 3 of 3, dated 07/10/2003, with last revision 4 dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None BELI(NG: Eac�► unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has, been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 0840828.02 and consists of this page 1 and evidence pages E-1 and 13-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 12-013034 Expiration Date: January 1, 2014 Approval Date: June 14, 2012 1410109- Page 1 rs- REV 1 _ 8/12 Iu-Yue Industria. Inc. NOTICE OF ACCEPTANCE: . EVIDENCE SUBNIITTED A. DRAWINGS "Submitted under NOA # 05-0516.01 1. Drawing No. NU -3, titled "NVJH Joist Supports, NVTP & NVTPH Plate Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip", sheets 1 through 3 of 3, dated 07/10/2003, with last revision 4 dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Submitted mnder NOA # 03-0730L 03" Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Repold No. Wood Connector Direction Date 1. PT # 03-4303 NVTP4 Upward 04/21/03 2. PT # 03-4343 NVTP4H Upward 05/05/03 3. PT # 03-4344 NVTP4 Upward 05/01/03 4. PT # 03-4345 NVTP4H Upward 05/02/03 5. PT # 03-4349 NVS0236 Up & Down .05/19/03 6. PT # 03-4357 NV80236 Up & Down 05/20/03 7. PT # 03-4358 NVJH24 Up & Down 05/30/03 8. PT # 03-4385 NVJH26 Up & Down 05/30/03 9. PT # 03-4386 NVS0236 Up & Down 05/13/03 10. PT # 03.4387 NVJH28 Up & Down 05/30/03 C. CALCULATIONS "Srtbmitted under NOA # 05-0516.01" 1. Report of Design Capacities, dated 07/13/2005, sheets 1 through 5 of 5, prepared, signed and sealed by Vipin N. Tolat, P.E. "Submitted render NOA # 03-0730.03" 2. Report of Design Capacities, dated 07/2212003, sheets 1 through 13 of 13, prepared, signed and sealed by Vipin N. Tolat, P.E. ob'/�p� Z Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0130.34 Expiration Date: January 1, 2014 Approval Date: June 14, 2012 E-1 REV 1 _ 9/12 Kn-Vue Industries. Inc. NQPCE OF ACCEPTANCE: EVIDENCE SUBAUMD D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT 1. Drawing No. NU -3 statement of code conformance to 2010 FBC, dated 01/25/2012, issued, signal and sealed by Vipin N. Tolat, P.E. "Submi#ed nnderNOA # 08-082&a2" . 2. Statement letter of code conformance, no financial interest and no change of product, dated 08/21/2005, issued, signed and sealed by Vipin N. Tolat, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0130.34 Expiration Date: January 1, 2014 Approval Date: June 14, 2012 9-2 11-117NTY ---.� N ARTMWr OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE fNOA) Sunshine Windows Man» faeturing,,jAe. 1745 W. 33rd Phnce • Hialeah, FL 33012 - 14/25 MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315.2590 F (786) 315-2599 yrM&M182iddJA2r& This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other arm where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, 'or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it Is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. �nr_ndu�+ ;a �.n„v,.,.ut nes .t�sacrii tHcl ;n a..rl t.aa lu.�., ------ .twit Florida Building Code, including the High Verity Hurricane Zone. DESCRIPTION: Series "2000" Aluminum Siunele Hums Window – L.M.I. APPROVAL DOCUNMW: Drawing No. SHO&41, titled "Series 2.000 Aluminum Single Hung Impact Resistant Glass", sheets 1 through 6 of 6, dated 04/02/08, with revision #1 dated 03/12/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., hearing the Miami–Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade MISSILE IMPACT RATINGS Large and Small Missile Impact Resistant ELING: Each unit shall bar a permanent label with the manufacturer's name or logo, city, state, model/series; 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 prods. 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 praeled by the words Miami -Dade county, Flonds, 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 # 04-1217.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. �l Ir— NOA No. 12-0320.07 Expiration Date: April 24, 2018 W- Approval Date: May 17, 2012 T-5/009 Page i 15/25 Sun"e Windows Manufactud , Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS - 1. Manufacturer's die drawings and sections. 2. Drawing No SH0841, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single Hung Impact Resistant Glass", dated 04/02/08, with revision ##1 dated 03/12/12, 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 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of a series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1-5253, dated 10/02/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0219.03) on: 1) Eur tntutration _c es% per 2) Uniform Static Air Pressure Test; Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,. TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5252, dated 08/17/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No.08-0219.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC--2004 and FBC-2007, prepared by manufacturer, dated 12=07, signed and sealed by Francisco Hernandez, P. E. (Subod ted under previous NOA #091217.PS) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Manuel Pe Product Control E r N4A Na .07 Expiration Date: Apri124, 2018 Approval bate: May 17, 2012 E-1 16/25 Sunshine Windows Manufadiuring, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-OU.01 issued to E.I. DuPont DeNemours & Co., Ine. for their "DuPont ButaciteS PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. .StTATEMENTS 1. - Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 12, 2012, signed and sealed by Francisco Hernandez, P.E. 2. Laboratory compliance letter for Test Report No. M,-5252 issued by Fenestration Testing Laboratory, Inc., dated 08/28/07, signed and sealed by Carlos S. Rionda, P. E. (SubmWd under previous NOA No. 08-0, 219.03) 3. Laboratory compliance letter for Test Report No. FTL-5253 issued by Fenestration Testing Laboratory, Inc., dated 10/10/07, signed and sealed by Carlos S. Rionda, P. E. (SubmWed under previous NOA No. 08-0219.03) G. OTHERS 1. Notice of Acceptance No. 09-1217.05, issued to Sunshine Windows Manufacturing, Inc. for their Series "2000 Aluminwn Single Hung Window - L.M.I.", approved on 03/24/10 and expiring on 04/24/13. Manuel Perez Product Control Exa er NOA No. 12-M.07 Expiration Date: April 24, 2018 Approval Date: -May 17, 2012 E-2 WENT OF REGULATORY AND ECONOMIC RESOURCES (RER) AND CODE ADMINISTRATION DIVISION [CE OF ACCEPTANCE (NOA) Elco Construction Products, Div. of Infastech 1304 Kerr Drive Decorah. IA 52101 23/25 MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SN 26 Street, Room 208 Miami, FlorWa 33175-2474 T (786) 315-2590 F (786) 315-2599 �.miamtdadeeov/economy This NOA is being issued under the applicable rules and regulations governing the use of contraction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product ERProduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Crete -Flex® SS4 Concrete and Masonry Anchors APPROVAL DOCUMENT: Drawing No. 09 -ECP -0001, titled "1/4"x SS4 Concrete and =irS/24011, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami- Dade iamiDade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each box shall bear a permanent label with the manufacturees name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDCPCA", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shalt be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspe=ction at the job site at the request of the Building Official. This NOA renews NOA # 12-0126.09 and consists of this page 1, evidence page.E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 13-0219.02 amExpiration Date: April 14, 2018 Approval Date: April 2S, 2013 D�Ios®i 3 Page 1 24/25 Elco Constraetleu Products. Div. of Infestech NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 12-0126.09" 1. Drawing No. 08 -ECP -0001, titled "1/4" Crete -Flex® SS4 Concrete and Masonry Anchors", Sheet 1 of 1, dated 04/03/2008, with last revision dated 12/05/2011, prepared by Engineering w Express, signed and sealed by Frank L. Bernardo, P.E. B. TESTS "Submitted under NOA # 11-0428 01" Test Report No. Standard Date Signature 1. HETI 08-A262 ASTM B488-96 03/17/08 Candido F. Font, P.E. 2. HM -08-A264 ASTM E488-96 03/17/08 Candido F. Font, P.E. 3. HM -08-A279 ASTM B488-96 03/18/08 Candida F. Font, P.E. 4. HETI-08-A281 ASTM B488-96 03/18/08 Candida F. Font, P.E. 5. HETI-08-T147 ASTM E8-01 08/05/08 Candido F. Font, P.E. 6. HETI-08-C101B ASTM C39-03 03/25/08 Candido F. Font, P.E. "Submitted under NOA # 99-1227.13" 1. CTC 99-008 ASTM B488 02/14/98 G. Dotzler, P.E. 2. CTC 98-039 ASTM E488 09/12/98 G. Dotzler, P.E. 3. HETI 98-3023 ASTM E488 06/18/98 H. M. Medina, P.E. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (REP.) F. STATEMENTS "Submitted under NOA # 12-0126.09" 1. Statement letter of code conformance to 2007 and 2010 FBC, issued by Engineering Express, dated 12/05/2011, signed and sealed by Frank L. Bennardo, P.E. • "Submitted underNOA # 08-0527.16" 2. Statement letter of no financial interest issued by Engineering Express, dated 05/16/2008, signed and sealed by Frank L Bennardo, P.E. -- Carlos M. Utrera, P.E. 9 Product Control Examiner NOA No 13-0219.02 Expiration Date: April 14, 2018 Approval Date: April 25, 2013 E-1 a 1n LOCATION PLAN m LOT AREA = 75'X 127.5' = 9 562.5 SQFT SCALE N.T.S. " V UNOBSTRUCTED AREA = 6,013.5 SQFT SCOPE OF WORK • INTERIOR RENOVATION • EXIST. BATHROOM TO BE RELOCATED & NEW LAYOUT • NEW CABINETS & COUNTER TOP AT KITCHEN • NEW FIXTURES FOR BOTH BATHROOMS • KITCHEN RELOCATION • DRYWALL TO BE REPLACED • EXIST. AHU & CU TO BE REPLACED. • RE -DRYWALL INTERIOR WALLS. • RE -FRAME WALLS AROUND BATHROOM. EXISTING THREE (3) BEDROOMS TO REMAIN EXISTING TWO (2) BATHROOMS (ONE (1) TO REMAIN AT SAME LOCATION AND ONE (1) TO BE RELOCATED). EXISTING FOOTPRINT AREA 2,200 SQFT TO REMAIN. FOLIO NUMBER: 11-3206-014-1020 LEGAL DESCRIPTION: MIAMI SHORES SEC 2 PB 10-37 LOT 20 & W1/2 LOT 21 BLK 56 LOT SIZE 75.000 X 128 COC 26273-2819 02 2008 5 OR 26273-2819 0208 01 CLASSIFICATION OF CONSTRUCTION: TYPE I ALTERATION LEVEL: 2 FLORIDA BUILDING CODE, EXISTING 2010. PUBLIC WORKS NOTE ALL CONSTRUCTION AND/OR USE OF EQUIPMENT IN THE RIGHT-OF-WAY AND/OR EASEMENTS, REQUIRE A SEPARATE PUBLIC WORKS DEPARTMENT PERMIT PRIOR TO START OF CONSTRUCTION PERMIT REQUIREMENTS: PROOF OF EXISTING SIDEWALKS/SWALE AREA CONDITIONS ( PICTURES) AND/OR POSTING OF SIDEWALK/ROADWAY BONDS ( PUBLIC WORKS INSPECTION OF THE RIGHT -OF WAY WILL BE REQUIRED PRIOR TO FINAL SIGN -OFF ON THE C.C. / C.O., OR THE RELEASE OF BONDS) INDEX LIKAWINU . PAGE DESCRIPTION SP -1 LOCATION PLAN SITE PLAN A-1 EXISTING AND DEMOLITION PLAN A-2 PROPOSED PLAN A-3 ELEVATIONS A-4 ELEVATIONS A-5 DETAILS AND SCHEDULE A-6 SECTIONS AND DETAILS A-7 WINDOWS DETAILS S-1 STRUCTURAL NOTES & DETAILS S-2 STRUCTURAL PLAN S-3 ENLARGED PLAN S-4 DETAILS E-1 NOTES & DETAILS E-2 PROPOSED FLOOR PLAN LIG E-3 PROPOSED FLOOR PLAN POWER M-1 NOTES & DETAILS M-2 MECHANICAL PROPOSED FLOOR PLAN P-1 PLUMBING NOTES & DETAILS P-2 PROPOSED FLOOR PLAN P-3 ENLARGED PLANS P-4 ISOMETRICS G-1 ENLARGED GAS PLAN & ISOMETRIC G-2 DETAILS G-3 DETAILS C.B.S. STORAGE TO REMAIN UNTOUCHED AREA = 180 S( R 1118 llIffiffilll_ / EXIST. DRAIN \ FIELD 15'WX20'LG CONC. TO REMAIN SLAB BLOCK- 56 EXIST. ONE STORY LOT -19 C.B.S. RESIDENCE AREA 2,000 SQ FT J r-0• EXIST. SEPTIC TANK 660 GAL TO REMAIN NC Florida H O.S. Application R Date: Signature _ BLOCK- 56 Remainder of LOT- 21 OBJECTION ,alth Miami -Dade County D.S. & Well Program 0,: RP113Qq-;tS-G - 916100114 rn rn,fO.E 8 8 U CD a �E � oCmEL J C ❑Qccw J W QQN LL¢ � m d. cdCD aU L ` N 2 di w❑nm Q% C Nye •a, 8 fto W LO cm LU OD IL Z ^Q a - Z O_ Q U 0 z Q J a - W Z O ccf) J LL 0. E Zm Ofd vi rro' E O c" w H tn In vPuu an Y WI I FI NAIL rc V 0,7 (1)PEBdIT Of Juan a Moreno ... . ...... .... ,11-07-2013 NE 93rd St. AS SHOWN 75' TOTAL RM J.M. W JM SITE PLAN N SCALE N.T.S.0 NOTE -0ESION LINKED TO SCOPE OF WORK LIKAWINU . �Y��DTHE WHITE OUT OR STICK-0NSW61VOA DRAYMOS AM GU.CUUiTIOl�. CAL sp COPYRIGHT ffmb r. -1 THI800CUNElIT IS THE PROPERTY OF IENGUIEERAND SHALL NOT BE REPROOUCEO W WHOLE OR PART WITHOUT WRITTEN M40Ir .'_ CExnFYM ENGMUMt SHEET 1 OF 1 it Q W Z LOCATION PLAN SCALE N.T.S. SCOPE OF WORK • INTERIOR RENOVATION • EXIST. BATHROOM TO BE RELOCATED & NEW LAYOUT • NEW CABINETS & COUNTER TOP AT KITCHEN • NEW FIXTURES FOR BOTH BATHROOMS • KITCHEN RELOCATION • DRYWALL TO BE REPLACED • EXIST. AHU & CU TO BE REPLACED. • RE -DRYWALL INTERIOR WALLS. • RE -FRAME WALLS AROUND BATHROOM. FOLIO NUMBER: 11-3206-014-1020 LEGAL DESCRIPTION: MIAMI SHORES SEC 2 PB 10-37 LOT 20 & W1/2 LOT 21 BLK 56 LOT SIZE 75.000 X 128 COC 26273.2819 02 2008 5 OR 26273-2819 0208 01 CLASSIFICATION OF CONSTRUCTION: TYPE I ALTERATION LEVEL: 2 FLORIDA BUILDING CODE, EXISTING 2010. PUBLIC WORKS NOTE ALL CONSTRUCTION AND/OR USE OF EQUIPMENT IN THE RIGHT-OF-WAY AND/OR EASEMENTS, REQUIRE A SEPARATE PUBLIC WORKS DEPARTMENT PERMIT PRIOR TO START OF CONSTRUCTION PERMIT REQUIREMENTS: PROOF OF EXISTING SIDEWALKS/SWALE AREA CONDITIONS ( PICTURES) AND/OR POSTING OF SIDEWALK/ROADWAY BONDS ( PUBLIC WORKS INSPECTION OF THE RIGHT -OF WAY WILL BE REQUIRED PRIOR TO FINAL SIGN -OFF ON THE C.C. / C.O., OR THE RELEASE OF BONDS.) INDEX PAGE DESCRIPTION SP -1 LOCATION PLAN SITE PLAN A-1 EXISTING AND DEMOLITION PLAN A-2 PROPOSED PLAN A-3 ELEVATIONS A-4 ELEVATIONS A-5 DETAILS AND SCHEDULE A-6 SECTIONS AND DETAILS A-7 WINDOWS DETAILS S-1 STRUCTURAL NOTES & DETAILS S-2 STRUCTURAL PLAN S-3 ENLARGED PLAN 94 DETAILS E-1 NOTES & DETAILS E-2 PROPOSED FLOOR PLAN(LIGHT) E-3 PROPOSED FLOOR PLAN(POWER) M-1 NOTES & DETAILS M-2 MECHANICAL PROPOSED FLOOR PLAN P-1 PLUMBING NOTES & DETAILS P-2 PROPOSED FLOOR PLAN P-3 ENLARGED PLANS P-4 ISOMETRICS G-1 ENLARGED GAS PLAN & ISOMETRIC G-2 I DETAILS G-3 I DETAILS 0 15' ALLEY _ e o PARidNG #2 e o a S'WX18'LG .d C.B.S. STORAGE TO REMAIN UNTOUCHED R JAN 0 6 2014 Z o BLOCK 56 BLOCK 56 Q M LOT 19 EXIST. ONE STORY Remainder of li C.B.S. LOT 21 O ❑ RESIDENCE m J � / z W F— O M ml MORESv'— z %____ _�.�(� F-- ww �..._, 0 z ,� __ APPROVED BY ZONING r '� Z 75' TOTAL ' moll Lwllw SITE PLAN BWG. �� I 1 f-07-13 SCALE N.T.S. as srrownu SUBJECT TO COMPL' - STATE AMD ,s�,M-E V'fI r , ALL COLINn' RULES ANGcL cKAL tFEG' iiA7tC:bN, wow. d.ee. --- � so�eoawomc M(MOPAVIRM IM aao�unowa. ��TI�D Muer' VEWF�D conmemam . wr erc naaaraaeffo�nNr 'moacuemmnmvnoaem 4w SP -11 rnnontar�xa�rauAnow. mwonmewormmau.rwreeecxow ro�eaw a�rt►uar�rearreweowsewr CWnmcERTWuroerulamM 1 of 1 15' ALLEY CD Cn 1I D j BLOCK 56 BLOCK- 56 EXIST. ONE STORY m Ill LOT -19 C.B.S. Remainder of "0 LOT- 21 � RESIDENCE Z a II a a NE 93rd St. 75' TOTAL R/W ;9 99 SITE PLAN - LOCATION PLAN Engineer PLLC, CA#29119 ■ l)Consulting Engineers. 8215 Lake Dr. #8502, Doral, FL 33166 • # o PROPOSED PARKING pH:(954)274-2429;FAX:'786)545-7638 ctctcm 555 NE 93rd St, Miami, FL 33138 web site: www.tengtneerp lacom 0° E -map: juan@1engineerpllc.com GENERAL DEMOLITION NOTES: 1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AFFECTING THE PRELIMINARY DEMOLITION; WHETHER SHOWN OR NOT SHOWN, ITEMS MAY HAVE TO BE RELOCATED AND/OR TEMPORARILY SUSPENDED, SUPPORTED, OR REMOVED AS REQUIRED FOR PURPOSES OF DESIGN DISCOVERY. 2. GENERAL CONTRACTOR SHALL COORDINATE PRELIMINARY DEMOLITION OPERATIONS WITH ALL OTHER REQUIRED SUB -CONTRACTORS AND RESPECTIVE TRADES WHERE APPLICABLE. ALL DEMOLITION WORK SHALL BE CONDUCTED UNDER CONTROLLED CONDITIONS. 3. REMOVE ALL FIXTURES AND ELECTRICAL DEVICES ' AS INDICATED ON PLAN. (IF APPLY) 4. COORDINATE ANY SHUTDOWN OF EXISTING SERVICES AND EQUIPMENT REMAINING IN USE WITH OWNERS' REPRESENTATIVE. PROVIDE ADEQUATE NOTICE AND MAKE PROVISIONS TO MINIMIZE IMPACT TO ANY NEIGHBORING UNITS OR TENANTS 5. REMOVE ALL CONDUIT AND WIRE BACK TO NEAREST UPSTREAM DEVICE REMAINING IN SERVICE. WHERE DEMOLITION WORK AFFECTS ELECTRICAL SERVICE TO DOWNSTREAM DEVICES TO REMAIN; EXTEND CONDUIT AND WIRE AS REQUIRED TO MAINTAIN ELECTRICAL SERVICE.(YF APPLY 6. DISPOSE OF ALL MATERIALS OFF SITE, ALL MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL STATE AND LOCAL REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISCARDING OF ALL DEMOLITION WASTE INCLUDING ANY UNFORESEEN ITEMS WITHIN THE SCOPE OF THE PROJECT. 7. CARE SHOULD BE EXERCISED DURING DEMOLITION TO HAVE THE LEAST IMPACT ON THE CONDUIT OF EXISTING DEVICES. WHERE FEASIBLE EXISTING CONDUIT SHOULD BE LEFT INTACT AND TEMPORARILY SUPPORTED UNTIL THE DESIGN INTENT CAN ESTABLISH THE DESIRED RELOCATION AND/OR REMOVAL. SERVICE IN SUCH CASES NEEDS TO BE INTERRUPTED. 8. CARE SHOULD BE EXERCISED TO PROTECT ALL EXISTING FINISHED SURFACES AND APPLIANCES DURING DEMOLITION. THE CONTRACTOR IS EXPECTED TO PROTECT FROM DUST AND DEBRIS ALL EXISTING APPLIANCES THROUGHOUT THE UNIT, AREAS EXISTING DESCRIPTION AREA DEN ROOM 128.3 SQ. FT. PORCH 138.9 SQ. FT. BATHROOM # 1 35.4 SQ. FT. CLOSET # 1 17.1 SQ. FT. KITCHEN 155.4 SQ, FT. LIVING/DINING ROOM 515.1 SQ. FT. BEDROOM # 1 165.7 SQ. FT. CLOSET # 3 5.6 SQ. FT. CLOSET # 4 14.3 SQ. FT, HALL 28.0 SQ. FT. BATHROOM # 2 52.9 SQ. FT. CLOSET # 5 32.8 SQ. FT. BEDROOM # 2 174.2 SQ. FT. TOTAL UNDER A1C 1463.70 SQ. FT. LEGEND C EXISTIING WALL TO BE DEMOLISHED NEWWWOOD STUD VALL NO-BEARJNG, NO FIRE RATED C/A -5 NEW 6° WOOD STUD WALL NO -BEARING; NO FIRE RATED A/A 5 EXISTING W CMU WALL TO REMAIN EXISTING INTERIOR PARTITION WALL TO REMAIN Wn .tee =LM9rmTO 80=CFvmm -AWCORAEOTIM.uM UMM, vaMWT AMCALOULATIMa TM 000U#M r ISTM FaoxMTr of AM DTB2 0i xeoMFaTVfir MffvCOMM oFTmcwn7vm@4Gv4mt Q 06 J W •LLc� Jqt ®^N W � Z :5 CL Z _0 J 0 W Z Q 0 _Z (%) x w /0 [moi:.;; , 1-07-2013 AS SH01MN J.M. 7A-1 1 OF 7 ARCHITECTURAL NOTES: 1. THE CONTRACTOR SHALL INSPECT ALL EXISTING CONDITIONS, VERIFY ALL ON SITE DIMENSIONS, EQUIPMENT AND BUILDING PLANS SHOULD BE REVIEWED TO ASSESS THE ENTIRE SCOPE OF THE PROJECT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL OTHER TRADES INCLUDING THE EXISTING STRUCTURAL ELEMENTS OF THE BUILDING 3. THE CONTRACTOR SHALL PROVIDE ALL ELEMEN.T.S. OF THE SYSTEMS AS INTENDED BY THE DESIGN TO RESULT IN COMPLETE AND WORKABLE SYSTEMS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES, SAFETY STANDARDS AND GOVERNING ORDINANCES. 4. ALL FINISH MATERIALS COSIGN FOR THIS SPACE WILL BE DETERMINED BY CHOICE OF OTHERS. 5. ALL FURNITURE AND BUILT-INS NOT IN CONTRACT. CONTRACTOR TO COORDINATE S12E AND LOCATION OF ANY BLOCKING REQUIRED (2"X4° MIN.) FOR MOUNTING REQUIREMENTS. 6. ALL CONSTRUCTION SHALL CONFORM TO ALL CODE REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM PROJECT SITE. 8. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR EXACT LOCATION OF OPENINGS, FIXTURES, EQUIPMENT, ETC. 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH PROGRESS OF THE CONSTRUCTION. 10. REQUIRED INSURANCE SHALL BE PROVIDED BY CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 11. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS. 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB PRIOR TO BEGINNING CONSTRUCTION. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWINGS. AREAS NEW DESCRIPTION AREA MASTER BEDROOM 168.8 SQ. FT. CLOSET # 1 50.3 SQ. FT. MASTER BATHROOM 84.0 SQ. FT. FAMILY ROOM 84.3 SQ. FT. LIVING/DINING ROOM/KITCHEN 670.6 SQ. FT. BEDROOM # 2 155.8 SQ. FT. CLOSET # 2 28.2 SQ. FT. HALL 26.7 SQ. FT. BATHROOM # 2 64.4 SQ. FT. BEDROOM # 3 177.7 SQ. FT. CLOSET # 3 22.6 SQ. FT. TOTAL UNDER A/C 1553.38 SQ. FT. 0 CU NEW WIN (DOOR oPENt TO BE REDUCED) SEE DF'WL 3154 0 NEW W WOOD STUD WALL (AT DOOR OPENING) _ MASTER BEDROOM NEW 8" CBS BLOCK WALL (AT WINDOW OPENING) SEE DETAIL 1154 G) ANU L AT STORAGE IT. TO REMAIN $LOUVER -491 NEW $" CBS BLOCK WALL DETAIL 1/S4 EXISTING WALL TO NEW W WOOD BE DEMOLISHED "p a STUD WALL NO -BEARING; NO NEW 8° WOOD FIRE RATED AIA -5 STUD WALL to � a H IM NO -BEARING; NO to ULM,� EXISTING W CMU FIRE RATED C/A -5 WALL TO REMAIN _J ( KITCHEN FAMILY ROOM O � E PARTITION NEW CEMENT BOARD 518" SUB -FLOOR IN KITCHEN. LIVING. DINING ROOM & WATER PROOFING CEMENT BOARD AT MASTER DETAIL 1/8-1. llli cP 4 1 c LUt..r IIIA I' Iftllllllflllll=- pi ®PROPOSED#LOOR PLAN SCALE �+:r o� M SAFETY GLAZING LLLuj4jj4jjjAw SAFETY GLASS CATEGORY 11 FOR SHOWER ENCLOSURES, SHOWERS DOOR AND KITCHEN CEILING. EXISTING INTERIOR PARTITION WALL TO NOTE: REMAIN 1 PROVIDE lir WATER RESISTANCE CEMENT BOARD AND CERAMIC TILE FROM FLOOR TO CEILING AT WET AREA OVER EXISTING SUBSTRATE. (D 0) La 8 U "p a w�-m= N .0 to � a H IM W to Illi;llillll !111111 i1illAllll� �= 1 ULM,� �� • �1111111111ilIIIIIIIII! C � • IUlIIIIiUII Ii1111111i1111l1iil= 0 4XM=LWnWT0800M C FVWW ,UYCORRECTKM-. WECM OR STEKIMMLAM THWOMOM AWCA=LATOM TmvoGumwmTmpRopmmoF uwo�a am menu wur - FEPRcou= a CR Pmry OrFq"vwurmComm aFMCERYWYMENSOM . Z 0 SR P ie Z a W 2 W g 0 2 E w WZ Z C. RATE 14-07-2013 As sHOWN J.M. J.AA. A-2 2 OF 7 ARCHITECTURAL NOTES: 1. THE CONTRACTOR SHALL INSPECT ALL EXISTING CONDITIONS, VERIFY ALL ON SITE DIMENSIONS, EQUIPMENT AND BUILDING PLANS SHOULD BE REVIEWED TO ASSESS THE ENTIRE SCOPE OF THE PROJECT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL OTHER TRADES INCLUDING THE EXISTING STRUCTURAL ELEMENTS OF THE BUILDING 3. THE CONTRACTOR SHALL PROVIDE ALL ELEMEN.T.S. OF THE SYSTEMS AS INTENDED BY THE DESIGN TO RESULT IN COMPLETE AND WORKABLE SYSTEMS IN ACCORDANCE WITH _ ALL STATE AND LOCAL CODES, SAFETY STANDARDS AND GOVERNING ORDINANCES. 4. ALL FINISH MATERIALS COSIGN FOR THIS SPACE WILL BE DETERMINED BY CHOICE OF OTHERS. 5. ALL FURNITURE AND BUILT-INS NOT IN CONTRACT. CONTRACTOR TO COORDINATE SIZE AND LOCATION OF ANY BLOCKING REQUIRED (2'X4° MW.) FOR MOUNTING REQUIREMENTS. 6. ALL CONSTRUCTION SHALL CONFORM TO ALL CODE REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM PROJECT SITE. 8. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR EXACT LOCATION OF OPENINGS, FIXTURES, EQUIPMENT, ETC. 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH PROGRESS OF THE CONSTRUCTION. 10. REQUIRED INSURANCE SHALL BE PROVIDED BY CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 11. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS. 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB PRIOR TO BEGINNING CONSTRUCTION. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWINGS. AREAS NEW DESCRIPTION AREA MASTER BEDROOM 188.8 SQ, FT. CLOSET # 1 50.3 SQ. FT. MASTER BATHROOM 84.0 SQ. FT. _FAMILY ROOM 84.3 SQ. FT. LIVING/DINING ROOMAQTCHEN 670.6 SQ. FT. - BEDROOM # 2 155.8 SQ. FT. CLOSET # 2 28.2 SQ. FT. HALL 26.7 SQ. FT. BATHROOM # 2 64A SQ. FT. BEDROOM # 3 177.7 SQ. FT. CLOSET # 3 22.6 SQ, FT. TOTAL UNDER A1C 1553.38 SQ. FT. STORAGE 162.75 SQ. FT. TOTAL 1716.13 SQ. FT. LEGEND 11111. 1 1 n..:: ulop NEW W CBS BLOCK WALL (AT WINDOW OPENING) SEE DETAIL 164 ?T� NEW r CBs BLOCK WALL CLOSET # 1 f Co DETAIL 1184 FAMILY ROOM I I I EXISTING THREE (3) BEDROOMS TO REMAIN EXISTING TWO (2) BATHROOMS {ONE (1) TO REMAIN AT SAME LOCATION AND ONE (1) TO BE RELOCATED). EXISTING FOOTPRINT AREA 2,200 SOFT TO REMAIN. (D I I NEW 6" WOOD STUD I'lNEW STEEL BEAM ABOVE PLEASE REFER TO I STRUCTURAL PLANS FOR DETAILS (NEW WALL (AT OPENING) STEEL BEAM MUST BE PLACED AT WOOD NOTE: I I CEILING JOIST INTERSECTION). 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A-2 2 OF 7 c hAll 16 1 tLtVA I TUNS ) Engineer PLLC, coelia A n c•, Consulting Engineers. 8215 Lake Dr. #8502, Doral, FL 33166 46 I INTERIOR RENOVATION PH: (954) 2742428; FAX:(786) 545-76 KW 555 NE 93rd St, Miami, FL 3313$ web stte: wrMrtro.tengtneerp c.com E-rtisU: Juar�fengin�rpgc com WINDOW SCHEDULE No DESCRIPTION MATERIAL OPENING NOTES WIDTH HEIGHT EXISTING TO REMAIN EXISTING TO BE CLOSED F=1 NEW SINGLE HUNG WINDOW ALUMINUM V-3" T-7" GLAZING GLASS DOOR SCHEDULE (2) 2X4 WOOD TOP (2) 2X4 WOOD TRACK EXIST. RRER (2) 2X4 WOOD HEAD D STUD ROOF JOIST WIDTH 1/2" GYPSUM PLE STUD FRAME BOARD ON CLOSURE TRACK EACH SIDE OF NDED ABOVE WOOD PARTITION OPENING AS REQUIRED FOR WOOD SWING STRENGTH X1A"V64?COD STUD �a• if(2) SLIDING 2X4 WOOD STUDS, 2'-6" 61-W WOOD WOOD ROW 2X4 WOOD NEW DOOR 2'-6" BRACING WOOD WOOD PT 2X4 WOODPT 2X4 WOOD 21-6" BOTTOM RUNNER BOTTOM TRACK EXIST. FLOOR TO 4:WOOD BASE 4"X318 NEIN POCKET DOOR REMAIN 6'-0" FASTENERS, AS WOOD REQ'D, THROUGH `v BOTTOM TRACK AT EACH JAMB STUD NON -RATED DETAIL B/A 5 kLCLOSET AND BATH DOOR SHALL BE OPERABLE FROM BOTH SIDES IN CASE OF EMERGENCY B NON-BEARING PARTITION (TYP.) D STUDS PER WALL TYPE, SCREWS AS REQUIRED PER CODE, TYP. A SCALF-M. WINDOW SCHEDULE No DESCRIPTION MATERIAL OPENING NOTES WIDTH HEIGHT EXISTING TO REMAIN EXISTING TO BE CLOSED F=1 NEW SINGLE HUNG WINDOW ALUMINUM V-3" T-7" GLAZING GLASS DOOR SCHEDULE No. TYPE DESCRIPTION/REMARKS to SIZE MATERIAL NOTES WIDTH HEIGHT DOOR FRAME SWING EXISTING TO BE RELOCATED WOOD WOOD SWING EXISTING TO REMAIN WOOD WOOD SWING EXISTING TO BE DEMOLISHED OR REPLACED SLIDING NEW POCKET DOOR 2'-6" 61-W WOOD WOOD SWING NEW DOOR 2'-6" 61-W WOOD WOOD SLIDING NEW SLIDING DOOR 21-6" 6'-8" WOOD WOOD SLIDING NEIN POCKET DOOR 2-6" 6'-0" WOOD WOOD kLCLOSET AND BATH DOOR SHALL BE OPERABLE FROM BOTH SIDES IN CASE OF EMERGENCY EXIST. FLOOR TO REMAIN 2X6 WOOD 1/2" GYPSUM BOARD ON EACH SIDE OF PARTITION �%?,?D STUD W 2X6 WOOD DETAIL D/A-5 WALL CORNER DETAIL WOOD STUDS PER WALL TYPE, SCREWS AS REQUIRED PER CODE, TYP. PT 2X4 WOOD WOOD BASE PLATE BOTTOM RUNNER PT 2X6 WOOD NAILED TO WOOD BOTTOM RUNNER RUNNER WOOD BASE 4"X3/8 WOOD BASE PLATE NAILED TO GYPSUM W WOOD RUNNER BOARD NON -RATED C NON-BEARING PARTITION (TYP.) (2) 2 INTE TRIM F SILL EDGE ;E FOR NAILED BASE DETAIL OPTIONAL DETAIL RELATED TO OWNER FINISH SPECIFICATIONS HEAD JAMB INTERIOR DOOR FRAME SIDE JAMB as J to W D- W 0 W 0 ad J H W 0 C-) is H M �LL W 2 y 0 9i w �In79—P Lo &w C. Mono FI I1 P.E.#6N18 AS SHOVVfiV J.AA. a -DEMNU MTOSomcpwanc �.=. A-5 �� THMORAMM amcmajumom Tran oaa,e�aT mTxe pxopemra µuaxnuwreeIWRDDU �w vm easepmaer"wiTwurre"c»wsaar 0FnMCM WVM9xmreert 5 OF 7 314" X 2112° HARDWOOD BACK WEB FRAME FASTENED TO STUDS 114' PLYWOOD BACK 314" PLYWOOD DOOR WIEDGE BAND ON ALL 4 EDGES. FINISH BOTH SIDES _RECESSED SHELF STANDARDS 314 PLYWOOD SHELVES 1" IF - OVER T -(r WIDE. PROVIDE EDGE BANDS FRONT AND BACK 314" OR 1" PLYWOOD COUNTERTOP 314" PLYWOOD BACKSPLASH (OPT.) 314" X 2 112" HARDWOOD WEB FRAME (TYP.) 112" HARDWOOD DRAWER BACK SW HARDWOOD DRAWER STOP HARDWOOD WEB FRAME 114' PLYWOOD DRAWER BOTTOM 114" PLYWOOD BACK 314° HARDWOOD STOP FRAME UNE OF STOP FRAME 314• PLYWOOD SHELF. 1" IF OVER 3W WIDE. PROVIDE EDGE BANDS FRONT AND BACK RECESSED SHELF STANDARDS 314" PLYWOOD DOOR WEDGE BANDS ON ALL 4 EDGES. FINISHED BOTH SIDES DETAIL SECTION THROUGH BASE AND WALL CABINETS puq JOINT COMPOUND 2 HR. FIRE RATED ASSEMBLY CABINET ATTACHMENT DETAIL SCALE MIS. MATERIAL, COLOR, FINISHES & APPLIANCE MUST BE CONFIRMED BY OWNER KT4. C GYPSUM BOARD FASTENERS TYPE SIZE ALLOWABLE LOAD HOLLOW ° 0 SHORT 90# WALL J aA16-v W lV LLmc SCREW 3/e 0 LONG 95# ANCHORS P Saw a COMMON Ye 0 90# TOGGLE ------------ NEW DISHWASHER BOLTS %s 0 120# NEW REF Y4 0 120# NEW HOOD Y -w CABINETS O ' / NEW ° 0 o RANGE 38" � e ELEVATION i SCALE N.T.S. A-6 ELEVATION r 2 SCALE N.T.S. A -b i W 0 EW CABINETS19 U LL V d � J aA16-v W lV LLmc �,sa..� W C Y 77 N W •� Lieo P Saw a w ------------ NEW DISHWASHER NEW REF d, d .. d 4. a a d. ELEVATION r 2 SCALE N.T.S. A -b i W U LL V d � J aA16-v W lV LLmc �,sa..� W C Y 77 N W •� P Saw a w _jO c°$ J H � I— V- LLI 2 ad w Z jR W o LLI Lo Z_ J W Z 2 U 5 hum, C. Moreno FL P.E. # 89818 11-07-2013 AS SHOWN J.M. J.M. v NomUrAVRM MU. -DW=L rED-SCMOFwDec �.�.� �. nrmeaeuuTW"mff� �as. Tm ood lzw bTK PROReRWaP A_6 IBp66ffiHi AN08NFLL NOf BE PFFiWUCED RI NNWP� PARfYNrXp1TMRRTH}CO�YT 9 �TXB CERrIPYQXi @NBUSER. B � f 0 JAMB 2 X 4 PT. WOOD BLOCKING ANCHORED TO WALL WITH 311W rd. x 3"1. TAP CON SCREWS8' O.C. ( MIN OF BUNTS PER VERTICAL SIDE) )9S' rd. x 1-1IY i. 'ATRO' 4ALV. PNEUMATIC NAILS ' O.C. SRIMETER CAULKING AND ACK BEDDING PERIMETER CAULKING BACK BEDDING VINYL WEATHER STRIPPING PERIMETER CAVI & BACK BEDDING HEAD v o a Iv SILL WINDOWS DETAIL SCALE N.T.S. 2 X 4 PT. WOOD BLOCKING ANCHORED TO WALL WITH — 3f18' rd. x 3' L TAP CON SCREWS O.C. ( MIN OF 88° NTS PER VERTICAL SIDE) •1PP DRYWALL CAULK AW rd. x 1412' L'ATRO' GALV. PNEUMATIC NAILS 8' O.C. IN GLAZING ( TYPICAL ) 1 X 2 PT. WD. BLOCKING W1.09r rd. x 141Y L ATRO' GALV. PNEUMATIC NAILS @ W O.C. MARBLE SILL RECAST. CONT. SILL MATERIAL, COLOR, FINISHES & APPLIANCE MUST BE CONFIRMED BY OWNER DOM, .aroMUU'Urwr"S. M NAM, xMveour 0R6nCK- rerMV=TWEMONAAMS amcucoAIM. coaramxrreas. u=ZMArmmuu WWWRWXWVl WKUORPAffV4 rxwrwxirMCOMM �,� cexm�vao euovmex chi ' o" $ pis U —J L J - ' CL F 6 f4 !Y� N w a w O M M LL e Z e � v Lu Q �p I.._. W Q 2 jRw PERIMETER CAULKING BACK BEDDING VINYL WEATHER STRIPPING PERIMETER CAVI & BACK BEDDING HEAD v o a Iv SILL WINDOWS DETAIL SCALE N.T.S. 2 X 4 PT. WOOD BLOCKING ANCHORED TO WALL WITH — 3f18' rd. x 3' L TAP CON SCREWS O.C. ( MIN OF 88° NTS PER VERTICAL SIDE) •1PP DRYWALL CAULK AW rd. x 1412' L'ATRO' GALV. PNEUMATIC NAILS 8' O.C. IN GLAZING ( TYPICAL ) 1 X 2 PT. WD. BLOCKING W1.09r rd. x 141Y L ATRO' GALV. PNEUMATIC NAILS @ W O.C. MARBLE SILL RECAST. CONT. SILL MATERIAL, COLOR, FINISHES & APPLIANCE MUST BE CONFIRMED BY OWNER DOM, .aroMUU'Urwr"S. M NAM, xMveour 0R6nCK- rerMV=TWEMONAAMS amcucoAIM. coaramxrreas. u=ZMArmmuu WWWRWXWVl WKUORPAffV4 rxwrwxirMCOMM �,� cexm�vao euovmex chi ' o" $ pis U —J L J - ' CL F 6 f4 !Y� N w a w O M M LL Z � J Lu Q �p I.._. W Q 2 jRw Lu Lzo is O 0 Z STRUCTURAL NOTES GENERAL NOTES: ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. DESIGN LOADS: THE STRUCTURAL FRAMING WAS DESIGNED USING THE FBC 2010 & THE FOLLOWING SUPERIMPOSED LOADS. DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH ASCE 7-10. -FIRST FLOOR- LIVE LOORLIVE LOAD ....... _ ................40 PSF DEAD LOAD.......................40 PSF (SUPER IMPOSED) WIND EXPOSURE = D DESIGN WIND SPEED =175 MPH OCCUPANCY CATEGORY = II INTERNAL PRESSURE COEFFICIENT = +/- 0.18 Kd = 0.85 CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 3,000 PSI REGULAR WEIGHT FOR SLABS, GRADE BEAMS & BEAMS CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 FOR MEASURING, MIXING, TRANSPORTING, ETC. ALL CONCRETE SHALL BE CURED USING A CURING COMPOUND MEETING ASTM STANDARD C.309, TYPE 1. CURING COMPOUNDS SHALL HAVE A FUGITIVE DYE. THE CURING COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE VISIBLE WATER HAS LEFT THE UNFINISHED CONCRETE ALL SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN THE WORK OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEEF;L REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER. 112' FOR #5 AND SMALLER 2' FOR #6 AND LARGER THE REINFORCEMENT FOR FOOTINGS AND OTHER PRINCIPAL STRUCTURAL MEMBERS IN WHICH CONCRETE IS DEPOSITED AGAINST THE GROUND SHALL HAVE NOT LESS THAN 3 INCHES OF CONCRETE BETWEEN THE REINFORCEMENT AND THE GROUND CONTACT SURFACE. IF CONCRETE SURFACES AFTER REMOVAL OF THE FORM ARE TO BE EXPOSED TO THE WEATHER OR BE IN CONTACT WITH THE GROUND, THE REINFORCEMENT SHALL BE PROTECTED WITH NOT LESS THAN 2 INCHES OF CONCRETE FOR BARS LARGER THAN #5 AND 1-112' FOR #5 OR SMALLER BARS. EXCAVATIONS FOR CONTINUOUS FOOTINGS SHALL BE CUT TRUE TO LINE AND GRADE AND THE SIDES OF FOOTINGS SHALL BE FORMED, EXCEPT WHERE SOIL CONDITIONS ARE SUCH THAT THE SIDES OF THE EXCAVATION STAND FIRM AND SQUARE. EXCAVATIONS SHALL BE MADE TO FIRM, CLEAN BEARING SOIL REINFORCING STEEL: REAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 X BAR NO., UNLESS OTHERWISE NOTED. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. PROVIDE Y X 3' CORNER BARS LAPPED AND TIED TO EACH BEAM REAR, TYPICAL AT ALL CORNERS. THESE CORNER BARS SHALL BE THE SAME SIZE AS LONGITUDINAL BEAM BARS. SEE DETAILS FOR ADDITIONAL INFORMATION. TERMITE PROTECTION: ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND .LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT. I ••. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING, BRACING, LEDGERS, CRIPPLES, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2, KD -15, OR BETTER. AND SHALL PROVIDE A MODULES OF ELASTICITY OF 1,000,000 PSI, A MIN. FLEXURAL STRESS OF 1,000 PSI, AND A MIN. HORIZONTAL SHEAR STRESS OF 100 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE -TREATED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 025 PCF OF CHROMATED COPPER ARSENATE (CCA). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.4 PCF OF CCA OR MORE. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN 112" OF HEARTWOOD. AVOID INHALATION OF SAWDUST PRODUCED BY PRESSURE TREATED WOOD. WEAR A DUST MASK AND WORK OUTDOORS. DISPOSE OF DUST AND SCRAP BY ORDINARY TRASH COLLECTION. DO NOT BURN IT: PRESSURE TREATED WOOD MAY PRODUCE VERY TOXIC FUMES. IN HIGHLY CORROSIVE ENVIRONMENTS, ALL WIND RESISTING HARDWARE INCLUDING THE HURRICANE STRAPS, SHALL BE MADE OF STAINLESS STEEL, OR SHALL BE DIPPED (AND SCRATCHES REPAINTED) IN COAL -TAR EPDXY PAINT. WOOD PREVIOUSLY USED AS FORMWORK SHALL NOT BE USED AS ROOF FRAMING OR SHEATHING. HURRICANE STRAPS SHALL BE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. t, HANGERS OR STRAPS THAT DO N 'R TCH CTLY THE ONES SPECIFIED ON THE DRAWINGS IN OR ULTIMATE STRENGTH, STEEL DIMENSIONS (LENGTH 1. NUMBER AND DIAMETER OF HOLES FOR TH SAME SIZES O NAILS OR BOLTS, AND/OR DO NOT HAVE THE S - ENERAL SHAPE, WILL NOT BE ACCEPTABLE. "; NO POCKETS WILL BE ALLOWED IN CO— - OR STEEL MEMBERS FOR CONNECTION OF WOOD MEMBERS UNLESS THE CONNECTION DETAIL IS IN WRITING a^�TALLATION. ALL NAILS, SCREWS, OLTS BE HOT -DIPPED GALVANIZED. MASONRY. ALL BLOCK WALLS S BE ELL HOLLOW CONCRETE MASONRY REGU SIZE BL _ FACTURED IN CONFORMANCE WITH ASTM C-90, E N. FM = 1500 PSI. BLOCK SHALL BE PLACED USING RANDOM UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO ` TTOM OF TIE BEAMS BEFORE PLACING CONCRETE F - LUMNS. THE ENGINEER SHALL FURNISH INSPECTION OF ICED MASONRY STRUCTURES. GROUT USED TO FILL MASONRY C SHALL COMPLY WITH ASTM 0476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COARSE AGGREGATE, AND SHALL BE PLACED NTH A SLUMP OF W TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERT. MORTAR JOINTS SHALL BE 31W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. ALLOW A MINIMUM 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR TYPE DUR-O-WALL (ASTM CLASS 5-2. HOT -DIPPED GALVANIZED) AT ALTERNATE COURSES (16' ON CENTER}, UNLESS OTHERWISE NOTED. JOINT REINFORCEMENT SHALL BE CONTINUOUS AND SHALL LAP A MINIMUM W. THIS REINFORCEMENT SHALL EXTEND 4 INCHES INTO TIE COLUMNS OR BE TIED TO STRUCTURAL COLUMNS WITH APPROVED METHODS WHERE STRUCTURAL COLUMNS REPLACE THE TIE COLUMNS. LAP VERTICAL REBAR 6 X BAR NO., U.O.N. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LAST EDITION OF FLORIDA BUILDING CODE MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR". THE SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT SHALL BE A 'CERTIFIED STRUCTURAL MASONRY CONTRACTOR" OR A "CERTIFIED STRUCTURAL MASON' AS RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS ASSOCIATION (FC&PA). THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FROM THE FC&PA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. 2X4OR2X WOOD -S TU GYPSUM BOARD ON EACH SIDE OF PARTITION 010 46 SCREW _ 0r01C ® EACH METAL STUD 4' x V CEMENT BOARD SHEATHI MIN. 51W THICK MAX. SPAN 24' II n W GYPSUM BOARD NAILING DETAIL 1/S-1 SCALE N.T.S. OF WOOD BACMG oY WOOD BACKING SCALE awry ml l0Y v.,:. CEMENT BOARD SCREW DETAIL 4/S-1 MILE fIrr CEMENT BOARD DIAPHRAGM 1. FLOOR DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF `CONSTRUCTION GUIDE - DIAPHRAGMS' AND THE LOCAL BUILDING CODE. Z CEMENT BOARD FLOOR DECIGNG SHALL BE 23132' MINIMUM THICI(NESS, AND SHALL BE CONTINUOUS OVER TWO OR MORE SPANS. 3. CONNECT CEMENT BOARD DIAPHRAGM TO STRUCTURE WITH #10-16 GALVANIMED SCREWS, SPACED AT B'o c. MAX AT SUPPORTED EDGES AND AT Wo.m ALONG INTERMEDIATE SUPPORTS. 4. INSPECTIONS: SHALL COMPLY WITH THE LOCAL BUILDING CODE REQUIREMENTS FOR INSPECTIONS (BY THE MUNICIPALITY, ARCHITECT OR ENGINEER) OF SPECIFIED COMPONENTS OF THE FLOOR STRUCTURE REQUIRING INSPECTIONS. EXIST. CMU WALL GROUT FILL CELL SIDE VIEW RETAIL 3/S-1 :ALE N.T.S. LEGEND: A. NEW PT WOOD JOIST 2X12@16"OIC MAX B. NEW PT WOOD LEDGER 2 X 12 W/(4) 1/4" DIA X 2" MIN EMB. @i 16" O/C MAX INTO CMU CELL C. NEW CEMENT BOARD 51W TH DETAIL 1/S-1 a D. NEW WOODFQNG 1 2X12 (2)1 ' I EACH ,SEE DETAIL 1 a mpm Wore ary r our G aezanac6Tl=(- wMLuV= H wrme MUMATMM Baur PROPEMOF ATIDaI. rlNO�AgDBXN.LlI6T�1C®CJ vmrrn eaa PAATT 9IXOUTWRIfTeN COMM OFTISCER UNMeworaee L Q0 m— CD J ui0 Il -j w O z J H U H r0` SE ^78 q Vs s?g W C4 = CL O ig Tt Z _m LLJ 'I? OR ce W LLJ Z 11-07-2013 as sHOWN J.M. J.M. S-1 I OF 4 A STRUCTURAL NOTES GENERAL NOTES: ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING V41TH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. DESIGN LOADS: THE STRUCTURAL FRAMING WAS DESIGNED USING THE FBC 2010 & THE FOLLOWING SUPERIMPOSED LOADS. DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH ASCE 7-10. FIRST FLOOR LIVE LOAD.........................40 PSF DEAD LOAD.......................40 PSF (SUPER IMPOSED) WIND EXPOSURE =D DESIGN WIND SPEED =175 MPH OCCUPANCY CATEGORY =11 INTERNAL PRESSURE COEFFICIENT = +1- 0.18 Kd = 0.85 CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 3,000 PSI REGULAR WEIGHT FOR SLABS, GRADE BEAMS & BEAMS CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 FOR MEASURING, MIXING, TRANSPORTING, ETC. ALL CONCRETE SHALL BE CURED USING A CURING COMPOUND MEETING ASTM STANDARD C -M, TYPE 1. CURING COMPOUNDS SHALL HAVE A FUGITIVE DYE. THE CURING COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE VISIBLE WATER HAS LEFT THE UNFINISHED CONCRETE. ALL SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN THE WORK. OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH S. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 10 FOR #b AND SMALLER 2' FOR #6 AND LARGER THE REINFORCEMENT FOR FOOTINGS AND OTHER PRINCIPAL STRUCTURAL MEMBERS IN WHICH CONCRETE IS DEPOSITED AGAINST THE GROUND SHALL HAVE NOT LESS THAN 3 INCHES OF CONCRETE BETWEEN THE REINFORCEMENT AND THE GROUND CONTACT SURFACE. IF CONCRETE SURFACES AFTER REMOVAL OF THE FORM ARE TO BE EXPOSED TO THE WEATHER OR BE IN CONTACT WITH THE GROUND, THE REINFORCEMENT SHALL BE PROTECTED WITH NOT LESS THAN 2 INCHES OF CONCRETE FOR BARS LARGER THAN #5 AND 1-1/2' FOR #5 OR SMALLER BARS. EXCAVATIONS FOR CONTINUOUS FOOTINGS SHALL BE CUT TRUE TO LINE AND GRADE AND THE SIDES OF FOOTINGS SHALL BE FORMED, EXCEPT WHERE SOIL CONDITIONS ARE SUCH THAT THE SIDES OF THE EXCAVATION STAND FIRM AND SQUARE. EXCAVATIONS SHALL BE MADE TO FIRM, CLEAN BEARING SOIL REAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 X BAR NO., UNLESS OTHERWISE NOTED. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. PROVIDE 3' X T CORNER BARS LAPPED AND TIED TO EACH BEAM REAR, TYPICAL AT ALL CORNERS. THESE CORNER BARS SHALL BE THE SAME SIZE AS LONGITUDINAL BEAM BARS. SEE DETAILS FOR ADDITIONAL INFORMATION. TERMITE PROTECTION: ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF. AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT. & W 9 ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING, BRACING, LEDGERS, CRIPPLES, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2, KD -15, OR BETTER. AND SHALL PROVIDE A MODULES OF ELASTICITY OF 1,000,000 PSI, A MIN. FLEXURAL STRESS OF 1,000 PSI, AND A MIN. HORIZONTAL SHEAR STRESS OF 100 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE -TREATED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 025 PCF OF CHROMATED COPPER ARSENATE (CCA). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.4 PCF OF CCA OR MORE. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN 1/2" OF HEARTWOOD. AVOID INHALATION OF SAWDUST PRODUCED BY PRESSURE TREATED WOOD. WEAR A DUST MASK AND WORK OUTDOORS. DISPOSE OF DUST AND SCRAP BY ORDINARY TRASH COLLECTION. DO NOT BURN IT. PRESSURE TREATED WOOD MAY PRODUCE VERY TOXIC FUMES. IN HIGHLY CORROSIVE ENVIRONMENTS, ALL WIND RESISTING HARDWARE INCLUDING THE HURRICANE STRAPS, SHALL BE MADE OF STAINLESS STEEL, OR SHALL BE DIPPED (AND SCRATCHES REPAINTED) IN COAL TAR EPDXY PAINT. WOOD PREVIOUSLY USED AS FORMWORK SHALL NOT BE USED AS ROOF FRAMING OR SHEATHING. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. HANGERS OR STRAPS THAT DO NOT MATCH EXACTLY THE ONES SPECIFIED ON THE DRAWINGS IN STEEL YIELD OR ULTIMATE STRENGTH, STEEL DIMENSIONS (LENGTH AND WIDTH), NUMBER AND DIAMETER OF HOLES FOR THE SAME SIZES OF NAILS OR BOLTS, AND/OR DO NOT HAVE THE SAME GENERAL SHAPE, WILL NOT BE ACCEPTABLE. NO POCKETS WILL BE ALLOWED IN CONCRETE OR STEEL MEMBERS FOR CONNECTION OF WOOD MEMBERS UNLESS THE CONNECTION DETAIL IS IN WRITING PRIOR TO INSTALLATION. ALL NAILS, SCREWS, AND BOLTS SHALL BE HOT -DIPPED GALVANIZED. MASONRY: ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE N, PM = 1500 PSI. BLOCK SHALL BE PLACED USING RANDOM BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. THE ENGINEER SHALL FURNISH INSPECTION OF ALL REINFORCED MASONRY STRUCTURES. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' COARSE AGGREGATE, AND SHALL BE PLACED WITH A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERT. MORTAR JOINTS SHALL BE 3V THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. ALLOW A MINIMUM 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR-TYPE DUR-O-WALL (ASTM CLASS B-2, HOT -DIPPED GALVANIZED) AT ALTERNATE COURSES (1(' ON CENTER), UNLESS OTHERWISE NOTED. JOINT REINFORCEMENT SHALL BE CONTINUOUS AND SHALL LAP A MINIMUM 8'. THIS REINFORCEMENT SHALL EXTEND 4 INCHES INTO TIE COLUMNS OR BE TIED TO STRUCTURAL COLUMNS WITH APPROVED METHODS WHERE STRUCTURAL COLUMNS REPLACE THE TIE COLUMNS. LAP VERTICAL REBAR 6 X BAR NO., U.O.N. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LAST EDITION OF FLORIDA BUILDING CODE MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR'. THE SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT SHALL BE A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR' OR A 'CERTIFIED STRUCTURAL MASON! AS RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS ASSOCIATION (FC&PA). THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FROM THE FC&PA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. 2X408 2X8 10 11 II I 0 I II PI 17 of CKM U 1!2' GYPSUM BOARD aD I I I I! I I_ EL ON FA( :H S E OF II h c PARTITION IO I I I1 (1 U II II 11 J W U- 11 #10 46 SCREW 1 I V no* 'x �-X At EACH METAL STUD N 41 p smvmw�� a di?y W 11 I I WOOD BACKING DETAIL 2/S-1 V j a SCALE N.T.B. •� V x V CEMENT BOARD SHEATHE MIN. SW THICK MAX. SPAN 24" GYPSUM BOARD NAILING DETAIL 1/S-1 SCALE N.T.S. CEMENT BOARD SCREW DETAIL 4/S-1 CEMENT BOARD DIAPHRAGM 1. FLOOR DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF "CONSTRUCTION GUIDE - DIAPHRAGMS' AND THE LOCAL BUILDING CODE 2 CEMENT BOARD FLOOR DECKING SHALL BE 2aW MINIMUM THICKNESS, AND SHALL BE CONTINUOUS OVER TWO OR MORE SPANS. 3. CONNECT CEMENT BOARD DIAPHRAGM TO STRUCTURE WITH #10.16 GALVANIZED SCREWS. SPACED AT fro a MAX. AT SUPPORTED EDGES AND AT 6"o.0. ALONG INTERMEDIATE SUPPORTS. 4. INSPECTIONS: SHALL COMPLY WITH THE LOCAL BUILDING CODE REQUIREMENTS FOR INSPECTIONS (BY THE MUNICIPALITY, ARCHITECT OR ENGINEER) OF SPECIFIED COMPONENTS OF THE FLOOR STRUCTURE REQUIRING INSPECTIONS. EXIST. CMU WALL GROUT FILL CELL SIDE VIEW ►ETAIL 3/S-1 !&E N.T.S. LEGEND: A. NEW PT WOOD JOIST 2 X12@lir O/C MAX B. NEW PT WOOD LEDGER 2 X 12 W/(4)1/4" DIA X 2" MIN EMB. @ 16' OIC MAX INTO CMU CELL C. NEW CEMENT BOARD 11r THK SEE DETAIL 4IS-1 D. NEW WOOD BACKING 2 X 12 W1(2) 10d AT EACH 5V THK W/(1) 6d @ 19 - O/C. F. NEW WOOD 2 X 2 W /(1) 8d @ 12' O/C MAX STAGGERED ROW (SEE PAGE 8-4) G. NEW STEEL ASTM AM BEAM W 5 X 19 (SEE PAGE S4) MM -OE8= LD87®TD &APE OF WDRN ANY CORRECTWNB.DacWJM VN EOW OR8THX4=U9LL%=THEREDRA1At M AND CALCULAMOM THIS DOCUMENT 18 THE PROPSM OF 1ENe M AHD BHALL HOT BE REPRODUMIN WHOLE0RPARTVW WUTWRTM00NWff OF THECERTWYM ENGTEM J Q LSI a Z 0 c°i F— y� :`ice LL W 2 W d W 'B 02 W W Z Z Am C. Moreno 11-07-2013 AS SHOWN J.M. UMWWG KO. J.M. S-1 SHEET 1 OF 4 0 REVIMDNS NEW Ir CBS BLOCK WALL No DATE AT WINDOW OPENING) SEE DETAIL 1/8-4 © /, E E CD r O CLOSET # 1 FAMILY ROOM O 0 U. MASTER BEDROOM Q V "9 -CDC PARTITION NEW 8° CBS BLOCK WALL AT WINDOW OPENING) m N SEE DETAIL 1/S-4 BEDROOM # 2Ln ul ENLARGED EN 0 L C -x NEW OPENING JOB AREA SEE W LD' SEE DETAIL 2/8.4 PLAN r� WINE COOLERM • :p d ° Z �LL o Li NEW WINDOW CLOSET02 �] W g (DOOR OPENING i BEN -- LMNG/DINING ROOM I I TO BE REDUCED} SEE DETAI 1 SHOWS ," G I I I o -- HALL p o r� H°°° o l O Z c 11 [111111] 111111111111111111 11A IHI [m m III Im III III fill [III 1111i -- -- I H NEW —, z PARTITION KITCHEN O Q AHU LOCATED I BATHROOM # 2 AT CEILING BENCH��W//I� / 2 ••• v) E, I O CLOSET #3 O i REFRIGERATOR O GARAGE DISHWASHER SINK ® w 0- 1 I I a EX13T. TO REMAIN FAN 8 LOUVER OE OE ENTRY BEDROOM # 3 vnrtr 0 v ov. ro Juert Moreno ®PROPOSED FLOOR PLAN FL �.E #esa13 SCALE 117-2013 0 AS SHOWN J.M. J.M. �4�4ti rare: 4)EW=LaU=?o sooveomm 'Mycor STCK4 =m,sncrwarm.xwreourOR 17s.2 cowmnazs rarsr vEwoas= VOL VOW TME DRAVAN(MANDCALCMATRM: er�uumncroaeewREaNr nssoocur®arreneweavearvov TfUN ArIDroRII�TAIIATION. oV 0L9.ZammVATN0U �rsTraaarc®w txaieox vnarxrrxourwerrerreovsesr OFTIMCER r ME.WOM 2 OF 4 o o REVOWNIS SHORING NOTES: Cxml OR SHALL BE RESPONSIBLE FOR NEW 8• CBS BLOCK WALL PROVIDING ADEQUATE BRACING AND SHORING FOR ALL (AT WWDOW OPENING) NO DATE STRUCTURAL MEMBERS, WALLS AND NON-STRUCTURAL SEE DETAIL 118-4 MEMBERS DURING THE COURSE OF GENERATOR LOCATION. E OE POST SHORE 350 DB PART No: VFTP552147 HEIGHT: 64• TO 11'4r WEIGHT: 46.5 LBS. Q; c POST SHORES HAVE A 3.O.D. E BASE AND 2.7 O.D. STAFF O CLOSET # 1 FAMILY ROOM ® LL E w -�' OB 350 LOAD CAPACITIES' MASTER BEDROOM PARTITION O X. U XEel I HEIGHT (FT) LOAD (LBS) %� DETlullLL rV4r4r 6 .26 J W N Q 445 „ 554 445 r4r 5 NEW s• CBS BLOCK WALL ^a to 8'-0' 8445 AT WINDOW OPENING) \ 9'-0" 8445 SEE DETAIL 1IS4 3-1• 8'-3• BEDROOM # 2 _ - For 8445 I JOB AREAI ( F`' •� $W if 10-0' 5w O SEE ENLARGED W 49 4400 NEW OPENING PLAN 84 NEW STEEL WOOD (2) 2 X 6 11'-8• 3860 SEE DETAIL 2/8,43 BEAM W 5 X 19 1 ABOVE 1 I ------ ----- I `? II C)09 0 MASTER I---� i i SHORE DB 350 BATH P40OM p 1IATHTI NEW WINDOW,. (I PROVIDE 1412 ( OPENING 1 BENCH — — I I SEE DETAIL 5lS4 (AT cLosET # 2 L1J nB CENTER OF SPAN) EL LU pB SEE D� �) I I I I I lu LNBVGIDINING ROMA I I HALL O Q dS o e I F� -- 0 W z PARTINEW w —J KITCHEN I I v u- 21 — Z 2 ' AN U L I BATHROOM # 2 ° ❑ AT CEB INGSEN �uj E I I SEE DETAIL 4/S4 Tnll fill 1111110 till fill I ® • •• CLOSET#3 O / REFRIGERATOR I O I GARAGE D ASH — s>Pac � a. Ext3T. TO REMAIN FAN & LOUVER LA S� D ENTRY BEDROOM # 3 SJS-4 0 Au RAISE PE Ov NUM Y POST SHORE SYSTEM MUST BE PROPERLY PLACED BEFORE TO cur ANY WOOD CEILING " PROPOSED FLOOR PLAN FL P E #69818 JOIST AM BE ONLY REMOVED AFTER THE SCALE sm" $ PROPER INSTALLATION OF 1 HE NEW STEEL BEAM 11.07 2013 �� AS SHOWN FEB 12014 J.M. J.M. BJL��yy :rOW .DEm� LOmrm ro saoPE of worse -AW Commomm =was, wrmEovr Au ONeEN810N8, Arm a OR snDIWNSw LL1MTNESEDRA RTKMI MmmwS,"" n iDR10N9 idUBT 8E VOWED c4lCOPYRHiNTffept•e. BY CONTRACTOR BEFORE ANY TlDOCUAffW. TIffiPROPERIY OF ABRICATI�J AP�AR a18TALLATIIX1 �A&R AND 8tWLNOTBE f83ROGICET/@I WHOlE OR PARTwHE CERWRR1ENC GDOML oFTrmcFRro-vnvoENDu� (SW 2 OF 4 SHORNG NOTES: WN OR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND SHORING FOR ALL STRUCTURAL MEMBERS. WALLS AND NON-STRUCTURAL MEMBERS DURING THE COURSE OF GENERATOR LOCATION. POST SHORE 380 DB PART No. VFTP50147 HEIGHT. 944 TO 11' r WEIGHT. 46.5 LBS. POST SHORES HAVE A 3.O.D. BASE AND 2.W O.D. STAFF HEIGHT (FT) LOAD (LBS) 944 6445 T -w 6445 8'-0' 8445 8-0" 6445 w4r 6445 10-0' 5800 1w4r 5170 11-0' 4400 11148' 38%) SCOPE OR REVISIONS: REVISION #102-26-2014 1. NEW STEEL BEAM AT CEILING LEVEL. 2. NEW HANGER FOR EXIST. WOOD CEILING JOISTS. 3. NEW CONNECTION TO EXIST. WALL FOR NEW STEEL BEAM. 4. NEW SPLICE CONNECTION FOR NEW STEEL BEAM. 5. NEW POST SHORES FOR NEW WORK. 6. NEW FLOORING DETAIL. SEE ATTACHED CALCULATIONS REV 1 Al NI (DO TOE SEE Oj 0 NOTE: •OEBION LOSTED TO SCOPE OF VfORK -ANY CORRECTIONS, MMme, WNTE OUT OR STIOK04SWOIVO®TIESE DRAB AND CALCUlATKM coPnww Ems. THIS DOCUMENT E THE PROPERTY OF ENOWEER IOLAND SNAIL NOT BE REPROWCED E YNE OR PART V T HOUTWa TEN CONSENT OF THE CERTIFYOOS ENOL E M O) P P � E �i $E ig Lu LL i �j N C � a •� to W W s a Z ll� a. w O O J Ll a LLI O a. O w a. Z 099 V- Z LJJ 2 � y O2 R w LJJ z z O „(1)PERKTONLI �2 l r� 11-07-2013 AS SHOWN J.M. J.M. mu 11fufty S-21 SHEET 2 OF 4 EXISTING 8" CBS BLOCK A FWAI_I_ RFLOW TO REMAIN A FOUNDATION PLAN SCALE STORAGE 1/2" GYPSUM BOARD EXIST. CONCRETE SLAB SECTION i SCALE N.T.S. S-3 _a HANGER IS NOT SHOWN FOR CLARITY (2) NEW CONCRETE FOOTING 24"X 24" X 24" W/(2) # 5 BOTTOM EW A U c G SEE DE A F -A A �.�. No DESCRIPTION NOA BY NAILS ALLOWABLE LOADS IIIIIIIIIillllllllll�lllllllllll�lllilllllllllllill= TO HEADER TO JOIST DOWN UPLIFT I� UPLIFT 10 NVJH 28 12-0130.34 NU -WE wp-siq ,I _\ jl0, ki KIM 101114 821 # raS N/A NONE • •• • — -MENE NEEN NEEN C NONE ,-,. ■�t0 0111no ollml 01101 slim Milos El, NNEN - NNEE ONNOM MrAVA FOUNDATION PLAN SCALE STORAGE 1/2" GYPSUM BOARD EXIST. CONCRETE SLAB SECTION i SCALE N.T.S. S-3 _a HANGER IS NOT SHOWN FOR CLARITY (2) NEW CONCRETE FOOTING 24"X 24" X 24" W/(2) # 5 BOTTOM EW A U c G SEE DE A F -A A EXIST. CMU WALL SEE DETAIL 3/S-1 GRADE LEVEL`%��/, (ABOVE) HANGER & STRAP SCHEDULE �.�. No DESCRIPTION NOA BY NAILS ALLOWABLE LOADS APPLIED LOADS TO HEADER TO JOIST DOWN UPLIFT I� UPLIFT 10 NVJH 28 12-0130.34 NU -WE wp-siq ,I _\ jl0, ki KIM 101114 821 # raS N/A EXIST. CMU WALL SEE DETAIL 3/S-1 GRADE LEVEL`%��/, (ABOVE) HANGER & STRAP SCHEDULE �.�. No DESCRIPTION NOA BY NAILS ALLOWABLE LOADS APPLIED LOADS TO HEADER TO JOIST DOWN UPLIFT DOWN UPLIFT 10 NVJH 28 12-0130.34 NU -WE (10)10d X 1-1/2 (6)10d X 1-1/2 1.240 # 821 # 838# N/A i LEGEND: A. NEW PT WOOD JOIST 2X12Q16"O/CMAX B. NEW PT WOOD LEDGER 2 X 12 W/(4) 1/4" DIA X 2" MIN EMB. @ 16" O/C MAX INTO CMU CELL C. NEW CEMENT BOARD 5/8" THK SEE DETAIL 1/S-1 D. NEW WOOD BACKING 2 X 12 W/(2)104 AT EACH END, SEE DETAIL 26-1 S-3 NEW CONCRETE FOOTING BELOW WOOD FRAMING SEE FIRST FLOOR PLAN SECTION FOR DIMENSIONS SCALE N.T.S. EXISTING 3NCRETE FOOTING SECTION i SCALE N.T.S. S-3 EXIST. CMU WALL r SEE DETAIL 3/S-1 F C 88C C CV LL J L J `t' LL awq U ` N G Yrts w W 0. oSR M zm z w2 a 02 Lu W F- a z oc Z W �.�. U NDT& -ce�n,MMTOs OMM R V A!®CAtd11ATIDl�. S -3 THISOODUM fB71MPR0➢ERNOF DdD&lEERAND;wnPBO�� p N91W.EOR iARQ'Tw RgWi aan�ce"nFr"roe"ousea M Mow �/ .a s i, t' �- 1 � .. 4. � �I f. i.. .. ... �/ .a t' 4 ' � ` I 1 � EXISTING 8" CBS BLOCK r WALL BELOW TO REMAIN STORAGE 1/2" GYPSUM E EXIST. CONCRETE-\ SLAB FOUNDATION PLAN SCALE N.T.S. MASTER BATHROOM _WATER PROOFING CEMENT BOARD HANGER 18 NOT ° SHOWN FOR CLARITY \ (2) NEW CONCRETE 372 /' FOOTING 24" X 24"X 24" W/(2) # 5 BOTTOM EW SECTION 2 SCALE N.T.S. S-3 A LEGEND: A. NEW PT WOOD JOIST A 2X12@1W O/C MAX B. NEW PT WOOD LEDGER 2 X 12 W/(4) 1/4" DIA X 2" MIN EMB. @ 16" O C MAX INTO USES CMF ,MAX gyp) N �EME �T `, , P) D Bo 1/2" Tl SEE o t DETAIL 1 NEW W CIQNG B USE® HEN/D2 10d AT (TTP SEE 1 l �' �' �' D L 2/S-1 NEW CDX PLYWOOD �s \\ NEW WOOD 2 X 2 ` \ W /(1) 8d @ 12" O/C �\ MAX STAGGERED ROW sc•-�� S ETAIL NEW STEEL B 3/S-1 W 5 X 19 r� � C � SEE DETAIL g 3/S-1 NEW PARTITibN (ABOVE) S-3 NEW CONCRETE FOOTING BELOW WOOD FRAMING SEE FIRST FLOOR PLAN SECTION FOR DIMENSIONS SCALE N.T.S. EXIST._ CMU WALL SEE DETAIL 3/S-1 GRADE LEVEL HANGER & STRAP SCHEDULE -No DESCRIPTION s>_ BY NAILS ALLOWABLE LOADS APPLIED LOADS TO HEADER TO JOIST DOWN UPLIFT DOWN UPLIFT 1� NVJH 28 12-0130.34 NU VUE (10)10d X 1-1/2 (6)10d X 1-1/2 1,240# 821 # 836# WA O2 NVJH 26 12-0130.34 NU VUE (6)10d X 1-112 (4)10d X 1-1/2 744# 744 # 105# WA (ENGINEER AND SHALL HOT EE FtEPRODUCED IN WHOLE OR PART WITHOUTWRnTEI OONSEM OFTHEOEtTWYMENGDEEt SHM 3 OF 4 - '---� Olson Olson ■non slime iiiiiOlson STORAGE 1/2" GYPSUM E EXIST. CONCRETE-\ SLAB FOUNDATION PLAN SCALE N.T.S. MASTER BATHROOM _WATER PROOFING CEMENT BOARD HANGER 18 NOT ° SHOWN FOR CLARITY \ (2) NEW CONCRETE 372 /' FOOTING 24" X 24"X 24" W/(2) # 5 BOTTOM EW SECTION 2 SCALE N.T.S. S-3 A LEGEND: A. NEW PT WOOD JOIST A 2X12@1W O/C MAX B. NEW PT WOOD LEDGER 2 X 12 W/(4) 1/4" DIA X 2" MIN EMB. @ 16" O C MAX INTO USES CMF ,MAX gyp) N �EME �T `, , P) D Bo 1/2" Tl SEE o t DETAIL 1 NEW W CIQNG B USE® HEN/D2 10d AT (TTP SEE 1 l �' �' �' D L 2/S-1 NEW CDX PLYWOOD �s \\ NEW WOOD 2 X 2 ` \ W /(1) 8d @ 12" O/C �\ MAX STAGGERED ROW sc•-�� S ETAIL NEW STEEL B 3/S-1 W 5 X 19 r� � C � SEE DETAIL g 3/S-1 NEW PARTITibN (ABOVE) S-3 NEW CONCRETE FOOTING BELOW WOOD FRAMING SEE FIRST FLOOR PLAN SECTION FOR DIMENSIONS SCALE N.T.S. EXIST._ CMU WALL SEE DETAIL 3/S-1 GRADE LEVEL HANGER & STRAP SCHEDULE -No DESCRIPTION NOA BY NAILS ALLOWABLE LOADS APPLIED LOADS TO HEADER TO JOIST DOWN UPLIFT DOWN UPLIFT 1� NVJH 28 12-0130.34 NU VUE (10)10d X 1-1/2 (6)10d X 1-1/2 1,240# 821 # 836# WA O2 NVJH 26 12-0130.34 NU VUE (6)10d X 1-112 (4)10d X 1-1/2 744# 744 # 105# WA EXISTING -CONCRETE FOOTING USEm B (TyP)-\ SECTION ri__� SCALE N.T.S. S-3 EXIST. CMU WALL SEE DETAIL 0/1 3/S-1 O °o$ I-- Si wg Z W a. a— CDR D Ww U) ts C9 Z LjL J Z W U� Juan C. monm 11-0%2013 As srlo+�vN J.M. J.M. -DESIGN LIMMEOTO SCOPROF WORK LMAWRW R0. -ANY UT W1AWRM R6nO -ONSVN LVO1DTRI6• AND CALCULATIONS. SOKftHE6OPRencarwwL�romTaw� COPTWGNTffro e-. THIO D= HENT IS THEPROPEIM OF (ENGINEER AND SHALL HOT EE FtEPRODUCED IN WHOLE OR PART WITHOUTWRnTEI OONSEM OFTHEOEtTWYMENGDEEt SHM 3 OF 4 I[ EXISTING 8" CBS BLOCK WALL BELOW TO REMAIN EXISTING CONCRETE FOOTING TO REMAIN FOUNDATION PLAN SCALE STORAGE 1/2" GYPSUM BOARD EXIST. CONCRETE SLAB N.T.S. MASTER BATHROOM _WATER PROOFING CEMENT BOARD /-C �C A ,, ' :: LE E B `A HANM IS NOT SHOWN FOR CLARITY 2 NEW CONCRETE 12fl /' FOOTING 24" X 24" X 24" W/(2) # 5 BOTTOM EW SECTION 2 SCALE N.T.S. S-3 SEE DETAIL 3/S-1 NEW (ABOVE) EXIST._ CMU WALL SEE DETAIL 3/S-1 GRADE LEVEL/J/, HANGER S STRAP SCHEDULE No DESCRIPTION NOA BY NAILS ALLOWABLE LOADS APPLIED LOADS TO HEADER TO JOIST DOWN UPLIFT DOWN UPLIFT 1 NVJH 28 12-0130.34 NU VUE (10)10d X 1-1/2 (6)10d X 1-1/2 1,240# 821 # 838# WA 22 NVJH 26 12-0130.34 1 NU- VUE 1 '(6) 10d X 1-1/2 (4)10d X 1-1/2 1 744# 744 # 105# N/A I&I H A 0 USED (NP) 6W All SEE DETAIL Lr - FI RST FLOOR PLAN SCALE N.T.S. C-► D -i A `JD USE( (TYP) EXISTING%�� -CONCRETE �i FOOTING SECTION i SCALE N.T.S. S-3 n LEGEND: A. NEW PT WOOD JOIST 2 No DATE X12@16.OIC MAX_ — 4 B. NEW PT WOOD LEDGER 2 X 12 W/(4)1/4- DIA X 2 - MHN EMB. @ 16.0/C MAX INTO CMU CELL C. NEW CEMENT BOARD 1l2- THK SEE DETAIL 418.1 D. NEW WOOD BACKING 2 X 12 W/(2)10d AT EACH 78TEELASTM EED AIL 1 X YWOOD K W/(1) 6d (� 12' OOD 2 X 2 d @ 12' O/C AGGERED EE PAGE S-4) EEL ASTM A36W 6 X 19 (SEES -4) NEW CONCRETE FOOTING BELOW WOOD FRAMING SEE SECTION FOR DIMENSIONS EXIST. CMU WALL SEE DETAIL Z 0 S zf W g 02 w uw Z Z �1 E U �' LLQ' I W u_ �� 0. C gH� 3 OR .81al C a � W w a Z 0 S zf W g 02 w uw Z Z NUM, URAwme W. DRAWINGS FL Re. P.E. #68818 11-07-2013 ns sHowN J.PA. J.AA. -DEBTOR URIIEDTOBCOPE OFYWRK -RRY CORRECTION&DDCkWtlB. WWTE Wi' S_3 OR enuuom cxoe�vnrtiESE AND caw can�s. cowraoHr . TMBDocumERr lBrREPRDPERn� DwowEE nrm eww. Rorer REPROWCED w WHOLE OR PARrVI11THOUTYMRlITBJ fl' of rHECER71PnRO EImm ER. gH� 3 OR 4 NUM, URAwme W. DRAWINGS FL Re. P.E. #68818 11-07-2013 ns sHowN J.PA. J.AA. -DEBTOR URIIEDTOBCOPE OFYWRK -RRY CORRECTION&DDCkWtlB. WWTE Wi' S_3 OR enuuom cxoe�vnrtiESE AND caw can�s. cowraoHr . TMBDocumERr lBrREPRDPERn� DwowEE nrm eww. Rorer REPROWCED w WHOLE OR PARrVI11THOUTYMRlITBJ fl' of rHECER71PnRO EImm EXIST. TIE BEAM TO REMAIN ADD 1#5 VERT, FILL WITH 3000 PSI GROUT EXIST DRILL 45 REBAR 6" INTO EXIST. STRUCT. EPDXY ADHESIVE HIT-HY 150 BY HB -TI DETAIL 1/S-4 SCALE:N.T.& al 2XISTING CBS MIMI Ly 1INCRETE WALL Il Elm, Mimi EDGE OF EXIST. FILL WITH OPNG. TO BE i 3000 PSI UP 7 0 all 0 NEW OPENING DRILL 05 REBAR a* M WIN I 11111=1 DRILL #5 REBARr MIMI INTO EXIST. STRUCT.� klUT INTO EXIST. EPDXYADHESIVE Nowl EPDXYADHESIVE Hrr-Hy i5o By Him HIT-HY 160 BY HILTI A EXIST ESAR _6' EXIST• FOUNDA •N STRUCT. n=Aa g,l py 4. ADHESIVE —v``C\v lav ou DETAIL 2/S-4 DETAIL FILL WITH DRILL #5 INTO EXIST. EPDXYADH t4fr-WV irin EXIST CMU WALL I :z C) SR p LL E Lu 2 o2 cl) E ui LLJ Z to Lu a 11-0 .07-2013 AS SIiOVYAI J.M. 4398= LMVW lom. To SCMOFVAM ummm 41MYCOMECTOWUMNAM, vAmcur 0R8TXX4)MV&&VW TKMEDRAVANGS ANDCALO"TXAM copvfawmn~. S-4 THIllooctummISTKEPROPERNOF i MMMMAWDOXAM Nor eE REPRODUM IN VMX0RPARrWXWWTVW0rr9NC0N8IW GMECERTOYMEKWUML (SWU 4 (W 4 11-0 .07-2013 A1 DRILL #5 REBAR W INTO EXIST. STRUCT. EPDXY ADHESIVE HIT -4Y 150 BY HILTI EXIST. TIE BEAM .` a: } .,:q. TO REMAIN. — - ADD 1#5 VF,RT. FILL WITH 3000 PSI GROUT NEW. W THICK. C.M.U. WALL MOST m _'T --•i �IA M% �•� • y� IN sim =1 �'V<�J.s� • i DETAIL 1/S-4 SCALE, N.T.S. FINISH FLOOR — — — — — — — — LEXIST. WOOD FLOOR JOIST TO REMAIN DETAILS 4/S-4 SCALE N.T.S. 1-112° CAMBER EXIST. TIE BEAM DRILL 05 REBAR 8' INTO EXIST. TO REMAIN STRUCT �EPDXY ADHESIVE HIT-HY FILL WITH 3000 PSI GROUT DRILL #5 REBAR V INTO EXIST. STRUCT cenw Anu=QTuc DETAIL 2/S-4 N.T. RAMING IS G FOR CLARITY—\,I TEEL PLATE C4°X1/4' FRONT VIEW W / (2) KWIK BOLT 3 BY HILTI 3/8' DIA X 3' MIN. EMB. DETAILS 5/S4 STEEL PLATE 1YX4'X3W SCALE N.T.S. r--CAMBERI SIDE VIEW EXIST. CONCRETE TIE BEAM EXIST. TIE BEAMEnRBBPJMXY ADHESIVE HIT44Y 150 BY HILT] FILL WITH 1 3000 PSI GROUT .1• DRILL #5 REBAR 8' INTO EXIST. STRUCT. EPDXY ADHESWE (1) THRU BOLT 318' DIA 0 32.0/C MAX_ STAGGERED ROW W / WASHER 8 NUT NEW HARDCEILING 61W THK DETAIL 3/S-4 EXIST. TO REMA {nAREATO BE CUT IT EXIST. TO REMAJN ITo FIT NEW EN MOST. WOOD CEILING JOIST 2X8@IWO/C TOBECUT IT DETAIL 6/S-4 SCALE N.T.S. EXIST. TO REMAIN AWA M BECUTI EXIST. TO REMAM pp SR/ 114 14 %4 GAP NEW HARDCCEI NGK . • TO MAKE CAMBER STEEL PLATE STEEL PLATE /4 G 1 • • • DET IL BEFORE ASSEMBLY BOTH SIDES 12' x 4°X3/8' G EXIST. WOOD CEILING JOIST SIDE VIEW SECTION 2 X 8 @ 18' O/C TO BE CUT IT SPLICE DETAIL 8/S-4 ��- _� DETAIL 7/S4 SCALE N.T.S. SCALE N.T.S. (2) NEW WOOD JOIST 2 X 4 AT EACH SIDE OF W / BEAM THRU BOLT ARE NOT SHOWN FOR CLARITY REVISIONS NO DATE EXIST.CMU WALL d8 f: STINGOP �- UCED J C Na L- N G4 .c P N W W �a _O _ig o� E rn Cn p w J W z Z� (2) NEW WOOD JOIST I— •2 X 4 AT EACH SIDE OF LU W / BEAM Q HANGERS ARE NOT SHOWN FOR CLARITY LEGEND: A. NEW PT WOOD JOIST 2 X12018'O/C MAX B. NEW PT WOOD LEDGER 2 X 12 W/(4)1/4' DIA X Y MW EMB. @ 18' O/C MAX INTO CMU CELL C. NEW CEMENT BOARD 1/2' THK SEE DETAILALID~ RAIsEpEwA 418-1 vauc t>PE7MIIT D. 'NEW WOOD BACKING 2 X 12 W/(2)1 _ EACH , �1 END, SEE E. NEW CDX 5J8' THK 1) 8d @ 1 ! O 0/C. F. N WOOD CMoro W/ 8d(q Ir C. MAX AGGERED FL P.E#69816 W 71-07 2¢13 G. N� ASTM AQ8 BEAM 19 ImEllom AS SHOWN figrEpmom E:c J.M. 9 FEB2-12014 (WAV J.M. •DmGNLuffmTOEiCOPEOFW aror CMC"N I VAL%O( TH DP -N5 r OR CORK n W0.1YOm mm DR mwf AFIOCALCNATIO a C0NRWT . T"Docum ETwTmpROPFRIYoF IENdPffit APm SW W. FST REPRO W C®QJ WHOLE OR PARE WITHOUT WREN OONBENT OF TI¢ CERTWYM ENOO<EER SHEET 4 OF 4 Y�� 4 ��r EXIST. TIE BEAM TO REMAIN ADD 105 VERT. FILL WITH 3000 PSI GROUT NEW. 8" THICK. C.M.U. WALL DRILL #5 REBAR 8' INTO EXIST. STRUCT. EPDXY ADHESIVE HIT -NY 150 BY HILTI DETAIL 1/S-4 BCALr:: N.T.S. EXISTING CBS CONCRETE WALL EDGE OF EXIST. DRILL #5 REBAR 8' INTO EXIST. STRUCT. EPDXY ADHESIVE HIT HY 150 BY HILTI — FINISH FLOOR — — —�— — — — — lc LEXIST. WOOD FLOOR JOIST TO REMAIN DETAILS 4/S-4 SCALE MT.& i ge-Aa•T1��. ; _ 0 ru"r rum Y47 GA .. TO MAKE CAMBER (DETAIL BEFORE ASSEMBLY �t DRILI INTO EPO) HIT4 E G EXIST. TIE BEAM DRILL #5 REBAR 8' INTO EXIST. STRUCT. EPDXY ADHESIVE HIT-HY TO REMAIN den ev un -n STEEL PLATE 12" XV X 3/8' STEEL PLATE LSTEEL PLATE 1/4 V 1BOTHT X SI ES 12" X P X 3/8' BOTH SIDES SIDE VIEW SPLICE DETAIL 8/S4 SCALE N.T.S. VOOD FRAMING IS SHOWN FOR CLARII NEW STEEL PLATE 8" X 4" X 1/4" (2) KWIK BOLT 3 BY 31W DIA X 3" MIN. EM DETAILS 5/S-� DETAIL 7-/5-4 s. N.T.S. SIDE VIEW yr •1. /ALL FILL WITH 3000 PSI GROUT_ G DRILL #5 REBAR 8" INTO EXIST. STRUCT EPDXY ADHESIVE HIT44Y 150 BY HILTI EXIST DETAIL 3/S-4 959T -WT—.& EXIST. TO REMAIN AREA TO BE CUT R EXIST. TO REMAIN TO FIT NEW BEAM (1) THRU BOLT 3/8" DIA @ 32" O/C MAX STAGGERED ROW W / WASHER $ NUT NEW HARDCEILING 51W THK ST. CONCRETE BEAM EXIST. WOOD CEILING JOIST 2X8@18'0/CTOBECUTIT DETAIL 6/SA SCALE N.T.S. NEW HARDCEI 5/8" EXIST. TO REMAIN ARFA TO BE CUT R EXIST. TO REMAIN EXIST. WOOD CEILING JOIST 2X8@18"O/C TO BECUT IT DETAIL 7/S-4 .S. (2) NEW WOOD JOIST 2 X 4 AT EACH SIDE OF W / BEAM THRU BOLT ARE NOT SHOWN FOR CLARITY m (2) NEW WOOD JOIST -2 X 4 AT EACH SIDE OF W / BEAM HANGERS ARE NOT SHOWN FOR CLARITY A NEW PT WOOD JOIST 2 X12@18"OIC MAX B. NEW PT WOOD LEDGER 2 X 12 W1(4) 11W DIA X 2" MIN EMB. @ 18" OIC MAX INTO CMU CELL C. NEW CEMENT BOARD 1!2" THK SEE DETAIL 4/S-1 D. NEW WOOD BACKING 2 X 12 W/(2)104 AT EACH E SEED t 1 E. X L OOC � 5/8" THK W/(1) 8d @ IT O/C. F. NEW WOOD 2 X 2 0 0 r Ilse! LIA uj 32 . L.. n m C" �i a va.'Oy W IJ.I._ a 0 x >rl! ZE W 2 W C/) O W J_LLj Z Lu 0 VALE t!a aea ff 0NLY� v� WI(1)8d@17= k &M C. Maarm MAX SERED P E #69818 ROW (AGES 4)G. NEW SASTM A38 BEAM W 5 X 1S (SEE AS sHOWN PAGE S�4) J.M. tam J.M. .CEa�owLRmEorosaoFECFWorac oR sTICK-0r6WeLWID traM ORAaawoe AMC&CULAra M COPTRNiwffi tray DOCUMENr taTHEPROPERIY OF UNG9diER---'--. WHOLE ORPARTUaTmvr" ITT67iCOK4EtiT of THECERTWYMO HSR. (%W 4 OF 4 Si i STEEL PLATE 12" XV X 3/8' STEEL PLATE LSTEEL PLATE 1/4 V 1BOTHT X SI ES 12" X P X 3/8' BOTH SIDES SIDE VIEW SPLICE DETAIL 8/S4 SCALE N.T.S. VOOD FRAMING IS SHOWN FOR CLARII NEW STEEL PLATE 8" X 4" X 1/4" (2) KWIK BOLT 3 BY 31W DIA X 3" MIN. EM DETAILS 5/S-� DETAIL 7-/5-4 s. N.T.S. SIDE VIEW yr •1. /ALL FILL WITH 3000 PSI GROUT_ G DRILL #5 REBAR 8" INTO EXIST. STRUCT EPDXY ADHESIVE HIT44Y 150 BY HILTI EXIST DETAIL 3/S-4 959T -WT—.& EXIST. TO REMAIN AREA TO BE CUT R EXIST. TO REMAIN TO FIT NEW BEAM (1) THRU BOLT 3/8" DIA @ 32" O/C MAX STAGGERED ROW W / WASHER $ NUT NEW HARDCEILING 51W THK ST. CONCRETE BEAM EXIST. WOOD CEILING JOIST 2X8@18'0/CTOBECUTIT DETAIL 6/SA SCALE N.T.S. NEW HARDCEI 5/8" EXIST. TO REMAIN ARFA TO BE CUT R EXIST. TO REMAIN EXIST. WOOD CEILING JOIST 2X8@18"O/C TO BECUT IT DETAIL 7/S-4 .S. (2) NEW WOOD JOIST 2 X 4 AT EACH SIDE OF W / BEAM THRU BOLT ARE NOT SHOWN FOR CLARITY m (2) NEW WOOD JOIST -2 X 4 AT EACH SIDE OF W / BEAM HANGERS ARE NOT SHOWN FOR CLARITY A NEW PT WOOD JOIST 2 X12@18"OIC MAX B. NEW PT WOOD LEDGER 2 X 12 W1(4) 11W DIA X 2" MIN EMB. @ 18" OIC MAX INTO CMU CELL C. NEW CEMENT BOARD 1!2" THK SEE DETAIL 4/S-1 D. NEW WOOD BACKING 2 X 12 W/(2)104 AT EACH E SEED t 1 E. X L OOC � 5/8" THK W/(1) 8d @ IT O/C. F. NEW WOOD 2 X 2 0 0 r Ilse! LIA uj 32 . L.. n m C" �i a va.'Oy W IJ.I._ a 0 x >rl! ZE W 2 W C/) O W J_LLj Z Lu 0 VALE t!a aea ff 0NLY� v� WI(1)8d@17= k &M C. Maarm MAX SERED P E #69818 ROW (AGES 4)G. NEW SASTM A38 BEAM W 5 X 1S (SEE AS sHOWN PAGE S�4) J.M. tam J.M. .CEa�owLRmEorosaoFECFWorac oR sTICK-0r6WeLWID traM ORAaawoe AMC&CULAra M COPTRNiwffi tray DOCUMENr taTHEPROPERIY OF UNG9diER---'--. WHOLE ORPARTUaTmvr" ITT67iCOK4EtiT of THECERTWYMO HSR. (%W 4 OF 4 ELECTRICAL SPECIFICATIONS 1. GUARANTEES AND RESPONSIBILITY: ALL MATERIAL AND WORKMANSHIP FOR ONE YEAR FROM DATE OF ACCEPTANCE. ALL DEFECTS SHALL BE CORRECTED WITHOUT CHARGE, INCLUDING ALL PATCHING AND PAINTING AND OTHER INCIDENTAL REPAIRS OR REPLACEMENT. 2. WORKMANSHIP ALL WORK SHALL BE INSTALLED IN A NEAT, ORDERLY MANNER. DEVICES, PLATES, EXPOSED RACEWAYS, ENCLOSURES, COVERS, FIXTURES, ETC. SHALL BE ALIGNED PERPENDICULAR TO OR PARALLEL WITH, THE PRINCIPAL STRUCTURAL MEMBERS. THE EDGE OF THESE COVERS, PLATES ENCLOSURES, ETC., SHALL BE IN VERTICAL OR HORIZONTAL PLANE AS APPLICABLE FOR THE ITEMS _ INVOLVED. EXPOSED RACEWAYS SHALL BE OFFSET WHERE THEY ENTER SURFACE -MOUNTED EQUIPMENT. WIRING INSTALLED IN PANELS AND OTHER ENCLOSURES SHALL BE NEATLY LOOPED AND LACED & NOT WADDED OR BUNDLED. 3. MATERIAL STANDARDS: ALL MATERIALS SHALL BE NEW & CONFORM TO THE APPLICABLE STANDARDS WHERE SUCH HAVE BEEN ESTABLISHED FOR THE MATERIALS IN QUESTION. THE PUBLICATIONS AND STANDARDS OF THE ORGANIZATIONS BELOW ARE APPLICABLE TO THE MATERIALS SPECIFIED HEREIN. A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) B. UNDERWRITER'S LABORATORIES, INC. (UL) C. AMERICAN STANDARDS ASSOCIATION (ASA) D. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) E. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) WHERE REFERENCE IS MADE TO TRADE NAMES OR NAMES OF MANUFACTURERS, SUCH REFERENCES ARE MADE SOLELY TO DESIGNATE AND TO IDENTIFY THE QUALITY OF THE MATERIALS OR EQUIPMENT TO BE FURNISHED, AND DOES NOT PRECLUDE THE USE OF 'EQUAL" EQUIPMENT AS APPROVED BY THIS ENGINEER. 4. REFERENCE STANDARDS: INSTALLATION SHALL COMPLY WITH THE REGULATIONS OF THE FOLLOWING: A. NATIONAL ELECTRICAL CODE (NFPA), LATEST EDITION B. SOUTH FLORIDA BUILDING CODE, LATEST EDITION 5. DO NOT SCALE ELECTRICAL DRAWINGS. REFER TO PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNERS REPRESENTATIVE. S. THE MINIMUM WIRE SIZE SHALL BE #12 AWG, UNLESS OTHERWISE NOTED. ALL CONDUCTORS SHALL BE COPPER WITH TW INSULATION FOR SIZE #8 AND SMALLER CONDUCTORS LARGER THAN #8 SHALL HAVE TYPE THE INSULATION, UNLESS OTHERWISE NOTED. ALL CONDUCTORS #10 AND SMALLER MAY BE SOLID AND ALL THOSE #8 AND LARGER SHALL BE STRANDED. 7. ALL RACEWAYS AND PIPES PLACED IN OR THRU A CONCRETE SLAB SHALL BE SPACED A MINIMUM OF 3 DIAMETERS OF THE LARGEST CONDUIT OR PIPE OF ANY OTHER SERVICE, 8. ALL RACEWAYS SHALL BE CARLON PY-DUT, TYPE A. U.L. LISTED OR EQUAL. CONDUIT FITTINGS AND CEMENT SHALL BE PRODUCED BY THE SAME MANUFACTURER. A. RUNS IN CONCRETE IN CONTACT WITH EARTH, UNDERGROUND,EXPOSED OR IN INTERIOR WALLS OR FEEDERS 1 1/4" OR LARGER, SHALL BE RIGID STEEL OR PVC B. METALLIC ELECTRICAL CONDUIT MAY BE USED IN THE INTERIOR PARTITIONS AND CEILINGS. 9. OUTLET BOXES SHALL BE POLYVINYL CHLORIDE AND SHALL CONFORM TO THE N.E.M.A. STANDARDS. 10. THE DISCONNECT SWITCHES SHALL BE HORSEPOWER -RATED HEAVY DUTY, QUICK-MAKE/QUICK BREAK IN N.E.MA-1 INTERIOR,4 EXTERIOR. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH & INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN A PROPER WORKING ORDER. SHOULD ANY ITEMS BE MISSING, HE SHALL NOTIFY THE ARCHITECT/ENGINEER BEFORE COMMENCING WORK. NO ADDITIONAL PAYMENT WILL BE MADE FOR THE CONTRACTORS FAILURE TO NOTIFY THE ARCHITECT/ENGINEER. ELECTRICAL NOTES: 1. OUTSIDE RECEPTACLES, RECEPTACLES AT BATH, GARAGE AND KITCHEN COUNTER, SHALL BE G.F.I. 2. SMOKE DETECTOR HARDWIRED TO KITCHEN OR BATHROOM NON -SWITCHABLE NO G.F.I. LIGHTING CIRCUIT INTERCONNECTED AND WITH BATTERY BACK-UP. 3. ELECTRICAL METER AND PANEL LOCATION MAY VARY AS PER SERVICE ENTRANCE LOCATION. 4. ELECTRICAL CONTRACTOR TO COORDINATE SERVICE WITH F.P.L. 5. ALL "J" BOXES SHALL COMPLY WITH N.E.C. 314 6. ELECTRICAL OUTLETS (RECEPTACLES AND UGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE IN THE HABITAT AREAS. 7. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION. 8. IT IS SUGGESTED THAT YOU CONFER WITH FLORIDA POWER AND LIGHT TO LOCATE THE ELECTRICAL METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. 9. SMOKE DETECTOR SHALL BE LOCATED 36" MIN FROM ANY A/C SUPPLY. SERVICE:" RESIDENCE RE V (OR APPVD EQUAL) NEW. PANEL 'A' VOLTAGE: 2401120VIPH.3W. MOUNTING: SURFACE (ALL 20 AMPS,1 POLE CKTS. EXCEPT AS NOTED) MAIN i�A MAIN: LUGS ONLY LOCATION: AS SHOWN PANEL A SO FT GREMARKS GENERAL LIGHTING (3W/S.F.) 4,80( SMALL APPLIANCES 3,00 REMARKS p C 1, HOOD 1,504 NST. WATER HEATER 8, Ft 1, RANGE 12, REFRIGERATOR 1,50 N > CONNECTED LOAD (LESS A/C) 43,00( FIRST 10 KW @100% a.0314 BAL. @ 40% 13,20( A/C OR HTG @ 100% 13,2 DEMAND LOAD 23,21 AMPS @ 2401120V. 1 PH. 96,7 BREAKER SIZE 60 2 13,250 314 8 AHU NEUTRALLOAD 2 CU 8 3 IMI @ 100% 8,000 2 40 DRYER @ 700% 3, BATHROOM (GFI) 1, 120 V APPLIANCES 3 4 11421.1 NEUTRAL AMPS (N.W./240) 47.5 40 2 8.5W 314 8 MST. WATER HEATER e 6 RANGE 6 314 12, 2 50 9 8 30 2 7,200 314 8 DRYER a 10 REFRIGERATOR 12 1/2 1,500 1 20 11 12 MICROWAVE 12 112 1,500 1 1 20 20 1 1,500 112 12 SMALL APPLIANCE 77-74 DISHWASHER 12 1/2 1,500 1 20 20 1 1,500 112 12 SMALL APPLIANCE 18 ,s DISPOSAL 12 112 500 1 20 20 1 1,500 112 12 SMALL APPLIANCE tt ,a GFCI BATH 12 112 1,500 1 20 20 1 1,500 112 12 SMALL APPLIANCE ,e 20 GFCI BATH 12 1/2 1,500 1 20 20 1 1,500 W 12 GEN. LIGHT 27 22 GEN. LIGHT 12 112 1,500 1 20 20 1 1,5W 1/2 12 GEN. LIGHT 23 24 GEN. LIGHT 12 112 1,500 1 20 20 1 1,500 1/2 12 GEM OUTLETS 25 23 GEN. OUTLETS 12 W 1,500 1 a- 20 9 1 1,500 1112 12 1 GEN. OUTLETS 27 28 GEN. OUTLETS 12 112 1,500 1 20 20 1 1,500 12 12 GEN. LIGHT 2e 30 GEN. LIGHT 12 12 IAM 1 20 20 1 1,500 12 12 GEN. LIGHT 31 32 GEN. LIGHT 12 12 1,500 1 20 20 1 1,500 12 12 GEN. OUTLETS 33 34 SPARE SPACE SPARE SPACE 7-7 1-4--H-1 3s �*41141 CONNECTED LOAD: (SEE LOADCALCULA770N) FEEDER: SEE RISER FED FROM: somcE SD KITCHEN OR BATHROOM LIGHT SMOKE DETECTOR W1 BATTERY PACK LINE SIDE OF SWITCH SWITCH LEG I ( PHASE CONDUCTOR LSWITCHJ SMOKE DETECTOR CONNECTION DETAIL SCALE: N.T.S. 20 V. ELECTRICAL LOAD CALCULATIONS ITEM PANEL A SO FT 1, GENERAL LIGHTING (3W/S.F.) 4,80( SMALL APPLIANCES 3,00 WASHER & DRYER TOWER MACHINE 7, WINE COOLER 1, HOOD 1,504 NST. WATER HEATER 8, BATHROOM (GFI) 1, RANGE 12, REFRIGERATOR 1,50 MICROWAVE 1, CONNECTED LOAD (LESS A/C) 43,00( FIRST 10 KW @100% 10,00( BAL. @ 40% 13,20( A/C OR HTG @ 100% 13,2 DEMAND LOAD 23,21 AMPS @ 2401120V. 1 PH. 96,7 BREAKER SIZE 1 PANEL NEUTRALLOAD LIGHT. WASHER, SM APPL. 7, 3 IMI @ 100% 3,004 BALANCE @ 35% 1431.1 DRYER @ 700% 3, BATHROOM (GFI) 1, 120 V APPLIANCES 1504 TOTAL NEUTRAL W. 11421.1 NEUTRAL AMPS (N.W./240) 47.5 tare -mmmmTosconcFam .myC0fVU=nCWmUAM VMMCW Gastmxctmam V0Q THMMAY&os A"Caauuna,s. TM DOCUUM IS TM PRCPOMoF OMMM AO%I u,totWartata=0w w=oRaattrmm=vmrr wtew OFrmconwvmMODEM J- W 04 u. CL o4m W W ._ coa Z Op? J 1--;? Ems- o E w Z m Ocn WLLI � Z i-- Z Z J Q UNN re F- 0 W J IJP wALD) 10A "Juan C. Morerro F1. Rex, P.E. #69618 DATE 11-07-2013 AS SHOWN J.M. J.M. v UnAwmv Ru. E-1 (SHEET 1 OF 3 DATA & CABLE ® TELEVISION OUTLET CLG. FAN W/LIGHT & P.C. ® LIGHT TX 4' O THERMOSTAT O RECESS SOLID STATE IN GRADE UP43GHT EXTERIOR SECURITY LIGHT CONTROLLED BY MOTION DETECTOR EXIST SIGN EMERGENCY LIGHT ® VAPOR RESISTANT SHOWER LIGH ELECTRICAL PANEL ABBREVIATIONS: EXIST. ELECT. FIXTURE TO BE RELOCATED NEW ELECT. FIXTURE EXISTING TO REMAIN AC ABOVE COUNTER BC BELOW COUNTER UC UNDER CABINET C. COUNTER TOP LEVEL GFI GROUND FAULT INTERRUPTER VH VERIFY PRIOR TO INSTALLATION VP VAPOR PROOF WP WEATHER PROOF EL EXTERIOR LIGHT PB PUSH BUTTON - ALL OUTLETS IN ALL ROOMS, HALLS AND CLOSETS SHALL BE AFCI - ALL 10 AND 20 AMP RECEPTACLES SHALL BE TAMPER-RESISTANT NOTES: 1. ALL FIXTURES EQUIPMENT, OF ELEMENT SHOWN ARE TO BE PROVIDED BAY CONTRACTOR UNLESS OTHER WISE NOTED 2. ALL EXTERIOR FIXTURES TO BE WP W/GFI BREAKERS 3. FINISH, COLOR & SPECS MUST BY SIGNED OFF & APPROVED BY OWNER. SUBMIT SHOP DWGS, CUT SHEETS OF SAMPLES FOR OWNERS APPROVAL PRIOR TO ORDER OF COMMENCING ANY WORK. O A-32 0 N A-32 ,Tuan C. Magrm 11.07-2013 AS SHOWN J.M. Im J.M. V Wore ASW LMOWro SOOP90FVXRK oa� AWCALCULOTOM ,. "m DOMWE" al rePROPEM �E-2 M"S'MANSHOIL N= BE REQ IN EaROARO FTHEow"wymoloomm (SHEET 2 o=3 9A ELECTRICAL LEGEND Rests S DESCRIPTION (iI1(Ni � / WALL SWITCH (SINGLE. DOUBLE) T 3 THREE WAY WALL SWITCH DUPLEX RECEPTACLE 0GFI DUPLEX RECEPTACLE A-2 r LIGHT FIXTURE ® 240 V RECEPTACLE MASTER cV r WALL MOUNTED LIGHT BEDROOM CLOSET # 1 9- A-25 FAMILY ROOM LL v SMOKE DETECTOR N N jC� ® O F EXHAUSTFAN A-25 %?% N A-27 J W N LL DATA & CABLE I \ A-28 A-27 a Lms - I ® TELEVISION OUTLET CLG. FAN WILIGHT & P.C. — Y N " N ® N ® ® BEDROOM # 2 ® LIGHT 1' X v A-25 I I O 8 O N to ® II A-26 A-26 Aae W -FT THERMOSTAT a O RECESS SOLID STATE IN GRADE A-27 — UP4"ff EXTERIOR SECURITY LIG14T N CONTROLLEDBY OTION DETECTOR — — N C /MS VW ® ® A-� 0 EXIST SIGN 1 A-* a Pr27 W r-= O C EMERGENCY LIGHT o MASTER — — o /F-1 — — ® VAPOR RESISTANT SHOWER U BATHROOM ON -i ALARM a. Q E Q ELECTRICAL PANEL ® �27 CLOSET#2 A-15 ABBREVIATIONS: A; w N RANGE I I Z EXIST. ELECT. FIXTURE TO BE RELOCATED Wp O _ LMNGIDINING ROOM I I HALL ON 0 NEW ELECT. FIXTURE A-18 EXISTING TO REMAIN FWA ER © 13 �� N AC ABOVE COUNTER - �� a W Lo BC BELOW COUNTER Cu N f— ts UC UNDER CABINET �, O _ C. COUNTER TOP LEVEL N _7 N 1 KITCHEN M26 O Z GFI GROUND FAULT INTERRUPTER A-2 A46 A - _ _ BATHROOM # 2 J VH VERIFY PRIOR TO INSTALLATION A,4 VP VAPOR PROOF CRUL WP WEATHERPROOF AHU LOCATED i EL EXTERIOR LIGHT. AT CEILING CLOSET#3 Q PB PUSH BUTTON � GARAGE REFRIQERATOR _ N ® F�U/J�I � V J - ALL OUTLETS IN ALL ROOMS, SINK DISHWASHER Aae =E) A48 A-28 Q HALLS AND CLOSETS SHALL N A33 '�' A-1OI ® SC C_ T A-25BE AFCI IIJJ� N N N N N A-28A-28N - ALL 10 AND 20 AMP GE A-28 A N RECEPTACLES SHALL BE w TAMPER-RESISTANT Q O_ VALID `ASTM NOTES: ENTRY BEDROOM # 3 RMEE PE 6 _ 1. ALL FIXTURES EQUIPMENT, OF ELEMENT SHOWN ARE TO BE (i)PERWTT PROVIDED BAY CONTRACTOR UNLESS OTHER WISE NOTED 2. ALL EXTERIOR FDCTURES TO BE WP WIGFI BREAKERS 3. FINISH, COLOR & SPECS MUST BY SIGNED OFF & APPROVED BY OWNER SUBMIT SHOP DWGS, CUT SHEETS OF SAMPLES _ FOR OWNERS APPROVAL PRIOR TO ORDER OF COMMENCING \ \ N rJ1 ANY WORK. N ,,,� V ® PROPOSED FLOOR PLAN (POWER) T A-28 A-28AHU LOCATED AT CEILING WHERE WASHER AND DRYER IS SCALE 80TE•-T -0• ,q,� Juan C. Moreno NO PIWALONG COUNTER TO BE MOPF "i' - VIS FL P.E.#69818 2 ffET FROM G.EI PROTECTED RECEPTAC PUT D/W RECEPTACLE UNDER Swk As sHOWN ALL FIXED APPLIANCES ON DEDIIICATEi- _ Mor¢: rDDMcaPEMOffc RRWn d1NY .rRRWXNffl RIMOMMM 1:7_ MB3 TDOMUN I MEEPROPMWIF MOD SMAM MOT tR REPRODUCED a rRweea+ 0 3 SNEET 3 OF GENERAL H.V.A.C. NOTES: 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE H.V.A.C. SYSTEM IN ACCORDANCE WITH THESE DRAWINGS. THE FLORIDA BUILDING CODE AND THE LATEST EDITION OF THE FOLLOWING PUBLICATIONS: A) ANSI B9.1 MECHANICAL REFRIGERATION B) NFPA PAMPHLETS 90A 84 91 _C)SMACNA D) ASHRAE. 2. ALL AIR CONDITIONING DUCTWORK SHALL BE 1-1/2 INCH STANDARD DUTY FULL REINFORCED FIBERGLASS WITH MANUFACTURED LOGO PRINTED ON THE VAPOR BARRIER. 3. DUCT SIZE SHOWN ARE NET FREE AREA 4. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION, WITH EXPOSED SURFACE CHEMICALLY TREATED TO RECEIVE PAINT TO MATCH COLOR OR AIRGUIDE OR APPROVED EQUAL. 5. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS. 6. PROVIDE TURNING VANES AND EXTRACTORS ALL ELBOWS AND TAKE OFFS. 7. THERMOSTATS SHALL BE COMBINATION COOLINGIHEATING WITH SYSTEM COOUAUTO/HEAT/OFF AND FAN OWAUTO SELECTOR SWITCHES. 8. FAN COIL SHALL BE MOUNTED ON A STRUCTURAL STEEL BASE OR WOOD FRAME WITH CONTINUOUS STRIP OF ISOMODE AROUND ITS PERIMETER. CONDENSING UNIT SHALL BE ANCHORED TO ITS BASE PER MANUFACTURER'S SPECIFICATIONS. 9. REFRIGERANT PIPING SHALL BE COPPER TYPE °L° ARMAFLEX INSULATION SHALL BE PROVIDED FOR SUCTION LINES. 10. PROVIDE NEW FILTERS FOR FAN COIL BEFORE STARTING. THESE FILTERS MUST ALSO BE REPLACED PRIOR TO FINAL ACCEPTANCE BY OWNER. 4° OR W Ole. DETAIL BOX HOOD TERMINATION SCALE N.T.S. EXHAUST DUCT EXHAUST SHALL BE CONSTRUCTED OF A MIN. 24 GA. SHEET METAL, HAVING A SMOOTH INTERIOR SURFACE. WITH JOINS RUNNING IN THE DIRECTION OF AIR FLOW. DUCT JOINTS SHALL NOT BE ASSEMBLED WITH SHEET METAL SCREWS OR OTHER FASTENED WHICH WOULD EXTEND INTO THE DUCT. PROVIDE EXHAUST DUCT WITH BACK DRAFT DAMPER AND WEATHER CAP. BATHROOM & DRYER EXHAUST DUCT SHALL GO THRU WALL. PROVIDE A BACKDRAFT DAMPER, WITH A CORROSION RESISTANT SCREEN MATERIAL HAVING A MESH NOT LARGER THAN 112', AND BE FITTED WITH A WEATHER CAP. BATHROOM & DRYER EXHAUST DUCTS SHALL BE SHEET METAL. STRAP HANGERS HANGER STRAPS 6V MAX. \6UNLESS FOOT OF STRAP IS PLACED UNDER A BOTTOM REINFORCEMENT. TRAPEZE HANGERS ANGLOR E ROD SCREWS 11- l MINIMUM SIZE BOLTS FOR LOAD SCREWS MAY BE OMITTED — I " IF HANGER LOOPS STRAPTo REINFORCEMENTS MAY BE USED FOR SEAL JOINTS W/ ATTACHMENT IF R QUALIFIES FOR BOTH DUTIES. TDUCT APE SEALER & REFERTO SMACNA STANDARDS FOR LOAD7A LIMITS. OPO aME DAMPER LOWER HANGER ATTACHMENTS FLEXIBLE DUCT CONNECTION DETAIL TYPICAL DUCT HANGER DETAIL SCALE CONDENSING UNIT NEW CONCRETE PAD 5X4'X6°THKW/ WF 6X6-W1.4XW1.4@ CENTER OF SLAB STEEL GALV. ANGLE \ L2X2X1/4X2LG W/(1) TAPCON 1/4° DIA X 2' MIKE W/(1) SELF DRILLING SCREW 1/4° DIA X 11r LOCATION AND QUANTITY AS SHOWN 1/2" BOLTS & NUTS NOTE: SEAL ENTRANCE OF REFRIGERANT LINES INTO PVC PIPE WAMPERMEABLE, RESILIENT MATERIAL (SEE DETAIL). N.T.S. At 14 G.A. GALV. STEEL STRAP SUCTION LINE W/ 1i2 ARMAFLEX INSULATION & VAPOR BARRIER NOTE: SECURE CU W/ ONE 500 LBS ANTITHEFT BOLTS WITHIN THE UNIT CASING THROUGH THE BASE PLATE. (MDC- CH. 8C-5) C.U. MOUNTING DETAIL SCALE N.T.S. N.T.S. GRASSED AI 3W DIA CONDENSATE` DRAIN LINE 10° DIA. CONC. OR CLAY PIPE WITHOUT COVER FILLED W/ 31C ROCK STRAP 1-112' X 26 GAUGE STRAP HANGERS AT S MAX. FLEXIBLE DUCT HANGERS (TYPICAL) SCALE N.T.S. CONDENSATE DRAIN DRY WELL SCALE KTA CONDENSING UNIT DmwmT= I FUN I TEMP. INT. MZC1RICAl DATA PM.UW I SEER CONDENSER VOLTS WASE8 Y4IREAMPS PU8F.8 no I 1 I 2EL1 1 40 ICAIGNA0461MG 1 18.0 FAN SCHEDULE FAN # MANUFACTURER AND MODEL NO. RPM HP CFM 0 S.P. ELECT. SERVICE VDIMEN SONS WEIGHT REMARKS EF#1 NUTONE / LS100 1050 U80 110@1v 116!1!80 12x14x7 6 REFER TO PLAN ante: -MMLOUMTo800MO M aterxxcaxsasauvao CUCU Tv . aaaauanare� U�TXEXH 7 1 m�� P C 8 d is J V V ��B `a J p59'j" a All N 4lO4i1- � �N} ?y W rN =W 00IL ._ JOp? H � D W g � y 2C0W W WH In O tR z Z Q U Q 0 LU G C. Momw AM LEGEND: ❑SUPPLY A.C. O THERMOSTAT SURFACE EXISTING TO REMAIN. SUPPLY A.C. CEILING AWAY Q EXISTING TO BE RELOCATED .0 SUPPLY A.C. Lu to I °0 a CEILING ONE AWAY ® NEW zRETURN AIR Q EXIST. TO BE REMOVED EXHAUST FAN FLEXIBLE DUCT NEW 4' DUCT O SEE 0! TERM CD CL nio4 .0 J'� No Lu to I °0 a z 5 CL w O O LL 0 W tl) O 0- 0 O w a UM 4XM LMn=TO SCOP¢ OvVVM IXe GTXX4W VMNM TIM DRAVAM AMCAM"TIM. lm oaaumw ISTw PEOPER yoF E!lA3Q�fiER AED egAtl. Nor ee PEPrtaOtICED � IA9fOLEOR PARTMH{XWTYYRI7tESCONBENT oFjMC:RTWyMENGWE@R. fu 2013 AS SHOWN J.M. to imvnw No. J.AA M-2 fSHEET 2 OF 2 MISCELLANEOUS ABBREVIATIONS IN - BIDET SH - SHOWER: CO=CLEAN OUT SK -SINK COTG - CLEAN OUT TO GRADE S.O.V - SHUT OFF VALVE CW= DOMESTIC COLD WATER SPA-WHIU.-POO.TUS OW a DISH WASHER TUB - TUB FD= FLOOR DRAIN TU4 a TUB SHOWER COMBO HB a HOSE BIB VTR - VENT THRU ROOF HW - DOMESTIC HOT WATER WC • WA11M CLOSET HW a DOMESTIC HOT WATER RETURN WH a WATER HEATER ELECTRIC KS - KITCHEN SINK WH(G)- WATER HEATER GAS LAV - LAVATORY 4WH 0)- WATER HEATM INSTANT MS - MOP SINK WM a WASHING MACHINE REE a REFRIGERATOR VOW a WALL MOUNTED FAUCET FIXTURE CONNECTION SCHEDULE ASR DESCRIPTION Hw CW WASTE NOTES LAV LAVATORY 1/t' ur 1.6° 1 VIC WATER CLOSET - 12 r 1.2 TUB TUB 1/Y 1w 1.6' 1 SH SHOWER 1/P 4)r r 1 WM WASHING MACHINE Ur Ur r 1 HE KRCtim sm 1? trr 1.6' 1,3 NOTES: 1. FDCTURE SELECTION BY OWNER AND APPROVED BYARCHITECT. 2. WC TO BE FLESH TANK- FLOOR MOUNTED. 3. KITCHEN FIXTURES TO BE STAINLESS STEEL TABLE 804.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBINC- FIXTURES, FIXTURE FITTINGS AND APPLIANCES PLUMBING FIXTURES FLOW RATE: OR FIXTURES FITTING: EXISTING GYPSUM BOARD TO BE LAVATORY 1.5 Wm AT 80 psi SHOWER HEAD 1.5 qpm AT 80 psi SINK FAUCET 1.5 GP AT 80 psi WATER CLOSET MAXIMUM 1.8 GALLONS PER FLUSHING CYCLE FOR S:1 GALLON a 3.735 U. 1 POUND PER SOIAREN ,886 kPa ® AHANCH*OSHOWERGPRAYSASHOWERHEAD. 0. CONSUMPTION TOLERANCES SHALL BE DETERMINED FROM REFERENCE STANDARDS. a. WATERFACTORIN GALLONS PERCYCLE PER CUSC I= 1. WC =1.25 GALLON PER FLUSH 2 ALL SANITARY LINES SHALL BE SLOPED AS FOLLOWS: - r OR SMALLER SHALL BE SLOPED AT 114" PER FT. - 3° OR LARGER SHALL BE SLOPED AT 1W PER FT. 3. PROVIDE ANTI SCALD VALVES AT ALL SHOWERS. 4. PROVIDE 12"HIGH WATER HAMMER ARRESTING CHAMBER AT EACH FIXTURE GROUP. S. PROVIDE GATE CONTROL VALVE ® EACH FIXTURE, HOSE BIB EVEN IF NOT INDICATED ON RISER OR ISOMETRIC. NO EXCEPTIONS (TYPICAL) 1. PJIMBI[GPIFING, MATERIALSANDSYSTEMSSHALLBEMSTALLEDW A AIOEWITHTM2MOFLORDABUUMCODE-PUPMNGXM&L APPLM.a C LOCAL OODtsS RULES MID ODRVAMJ:S. 2. PLUNSOrtOODWRACMRSNAUVOr TH{EJOBSIT6.BECOMMTIORWGMY FAMIUARYITHALL CONDITIONS. ALL WOW GNHALL BE PERFMAED BY AUCENSED PLUMBING OO NTRACTORINA FMTCLASSYYQRXMA LOM MANNER. THEGOAIFLETE SVSTEP1 SHALLSE FUALYOPERATVE ALL EXCAVATION AND BACK F&LAS REOIBRED FOR INSTALLATION OF PLUMBING SYSTEM SHAT. BEAPAROF THIS CONTRACT. 3, ALL MATERIALS SHALL BE NEWANDSARE STANDARD AND IOR TESTING LABELS AS APPLICABLE AND REOURED. 4. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIAISANDWORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOTLESSTHAN ONE (1)YEAR FROM DATE OF OWNER ACCEPTANCE DURATION OF THE WORK. & PLUMBING CONTRACTOR SHALLSEWNE AND PAY FOR ALL PERMITS, FEES, WSPI=lON NO TEST, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEI DOW WORK OR ORDEING EOWPMENT. 7. PLUAMMCONTRACTO ARWOEPWEENTFORALLDWB=MCFHIBWDW BY REGULATORY AUTHORITIES. 3. CONTRACTOR SHALL TEST PLUMBING SYSTEMS AS REQUI tED BY CODE AND REPORT FINDINGS TO OWNER, 9. CONTRACTOR SHALL COORDINATE EQUIPMENT CONNECTIONS VMH EQUIPMENT DRAWINGS AND SUPPLIER. INSTALL EQUIPMENT AND MANCE FRIAR FURNISHING SHUT OP VALVES, P -TRAPS, AND ALL PIPING REQUIRED. 1& CONTRACTOR SHALLCOORDINATE WITH ALL DISCIPLINES INVOLVED SO AS TO AVOIDANY PIPE ROUT W G PROBLEMS. 11. CORIffCTUMOFANYDEFEC'rBNtF&PARtOF1N TABLE WORKMANSHIP AND /OR MATERIALS SHALL BE COMPLETED WRHOUTAODIIONAL CHARGETO OWIERANDOOLL14CLUDEFtEPLACEMENTOR REPASROFANYOTHER PHASE OF THE INSTALLATION WHION MAYNAVE SEEN 13. ALL WOR(SLALLSS COORDINATED WITH THE OTHER TRAM TOAVOD DISPOSITIONCIF"MISSI WILL BE USED AND INSTALLED. 14. THE INSTALLAMON OF ALL PLUMBING FIXTURES SHALL EE INACCORDANCE WITH POO PLUMBING SECTION 465 FOR PROPER FOOURS CLEARANCES CONTRACTOR SHALL NOT INSTALLFDMIRES INLOCATIONS OR SPACES NOT MEETING CODE kAINBMLRd STADARD REFER TOS FLOOR PIANS FOR PLUMBING FIXTURE LOCATIO N& NOTIFY ARCHITECT OF DISCREPANCY. 1& VERIFY LOCATION, SM DIRECTION FLOW AND INVERTS OF ALL EXISTING UTLLTNEI PRONTO BEGINNING OF CONSTRUCTION, ADVISE ENGINEER OFANY DISCREPANCIES. 1& WATERPIPING BNALLSETYPE'VOOPPERPMAD DRAM COPPERANITH WROUGHT CAPPER OR BRON2E FITTINGS AND 9" SOAER.ONTS (LEAD FREE SOLDER JOWTSWMRGRADE AND 0"WAOE FLOOR SLABS. ALL UNDERG ROLMo WATER PIPING SHALL BE TYPE %'COPPER UNDERGROUND WATER PIPING LOCATED BELOW FLOOR GLASS. SHALL BETYPB'MCOPPER TCSOGOF'ZPhFItlENTLEGN COTHATPO JOWTG ARE MADE BELOW FLOOR MAO PROVIDE T INSULATION (CEDE APPROVEDION ALL BELOW GRADE PIPING AND HOT WATER PBMPGABOVE. FOAM CLASS FOR WALL PENETTRATION& 17. SO&. WASTE AND VENT PIPING SHALL BE PVC SCHEDULE 40 NO HRSWRH SOLVENT JOINTS, ASTM OR CAST IRON. IL FIJI AND I STALLLAPPROVED SR= ARRESTORS (WATER HAMMER ARRESTORS). ATPACH PLUMBING FIXTURE MOM QUICK CLOSING VALVES ARE UTILIZED. WATER NAMMM SHALL BE ACCESSIBLE AND LOCATED WITHIN? EAFFECTED RANGE OF THESE VALVES PER PDL FURNISH AND INSTALL APPROVED SHOCK ARRESTORS ON MAW LINES OR RISERS 1& DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN AILLXSGWLAR METAL IN PIPING EQUIPMENT CONNECTIONS. 2& ATE COPPER PIPE FROIHADER OR SUPPORTS WITH SOLATION PAD. 22 ALL. FERE RATED FLOM NO WALT. PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE. SNIOKE AND WATER PENETRATION BY FILLING VOIDS BflYVEEN RIFE AND WAU.UFLOCS SLEEVES WITH FOE RATED FOAM. TOAOBEVE THE SALE RATING AS WALLS OR FLEAS PART OF THE PLUMOM WOIL 24. PROVIDE ACCESS PANELS FOR ALL CONCEALEDVALVES AM ALL WATER HAMMER ARRESTERS. ACCESS PANELS IN RATED WALLS SHILL MAINTAIN THE ASSEMBLY 'BE RATIO AND SHALL MATCH THE WALL FLASH IN AREA RT B INSTALLED. 24. PROVIDE CHROME PLATED ON CION RMMTAKTCOMSMT04 COVER PLATEAND CLEANOUT PLUG OR ACCESS PANEL. FOR ALL WALL CLEANOUTS. 2L ALL CONTRO.VALVES SHALL SS TAGGED AND MARS AREPROW1tlSE DIAGRAM LOCATING ALL VALVES WALL BE PROVIDED FOR OARENJOPERATOR. E. ALL COOHJSATE DRAIN PIPING 04ALLL SS TYPE V COPPERWATH,•TECO A MAFLEX INSULATION WKERE NEED IN A RETURN AR PLENUM PVC PIPING WITH V TRICK ARMAFEEX NSAATIOI MAY BE I INLO NTONSWLffiREALL.OWEDBY LOCAL COIFS RFFERTO PLUMBING DRAWINGS ORS2E AND LOCATION PIPING, 30, PROVIDE ANGLE STOPS ON ALL WATERSERVN£ UNESTO FDCrU ES FOR ID(bDUALSHTr-OFF. 31. WATER PIPING INSULATION SMALL BE TTFOCKRALNFLEXI STALLI DIN ACCORDANCE 2L WITH MANUFACTURERS DS7RUL?ON9 FOR ALL HOT WATERAND RETURN PIPING ttHETE DOMESTIC WATERTE,WEPATURSB CAN CAUSE SMEAYM13 ALL COLD WATER RING SHALL SS INSULATED WITH Vl THICK ARMAFLEX INSULATION. SIL LAVMMPMTOFALLOONCEALED)WIIIINPARnTWNWPLL.OR OOZES NOTIFYARODIECT IF ADDITIONAL PIPE SPACE SRE DOOORDHJATEPIPE DROP VWTHLODTI G%STRUCCTURAL STEEL FORE WALLS. RATEDWALL$ ETC., WHICH MAY FALL BELLOW PARTITION WALL OR C HALM MO@NEI;ESSARYAD,ISTMEM70 PIPINGTDAVDOCANFU=VffH BUILDING OBE11RUCTIONS. 33 CONSULT WTITL ARCHITECT AND CONTRACT DOCU EN78FOR LOCATION OF ALL RATED WALLS. RATED CEIUN , RATED FLOORS AND RATED ROOF AS OCCURRING, FURNISH AND WALL APPROPRIATED AND APPROVED FQffi BARRM AT ALL THROUGIFWALL PENETRATIONS. WHERE AS INSTALLATION SHALL BE PER MANUFACTONES S>ECH CATION& 3L DO NOT INSTALL PIPER WITHIN FIRE RATEDWALLS ALL PENETRATIONS THROUGH WALLS AND FLOORS SHALL BE SLEEVED ANOWR PATC M AS DQEC7ED BY THE SPECIFICATIONS, PATCHING SHALL MATCH FOIST. (SEE ARCN.ORAWVM ). 35. THE MAXIMUM WATER CONSUMPTION AND QUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL SS IN ACCORDANCE WITH FSC PLUMBING TABLE INaA. 3& PROVOEVAL%DM BREAKERS AND SHUTOFF AT EACH HOSE BB. 37 DRAWNGSARRE DIAGRAMMATIC DO NOT SCALE FOR LOCATION OF FIXRIREA PIPING. EQUIPMENT, EM ALL DIMENSION IN ALL SHOWERS MUST COMPLY ALL SHOWERS AND BATHTUBS SHALL BE FINISHED WITH A NONABSORBENT SURFA E AND SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 8 FEET BASE FOR TILINTO L MUDE� (1829 MM) ABOVE THE FLOOR. BASE _ SHOWER PAN CEMENT BACKER BOARD IS HELD UP 11r FROM THE MEMBRANE NAILS ARE LOCATED HIGHER THAN THE THRESHOW.- W METAL STUDS 18° O/C MAX - ANCHOR LUGS EMBEDDEDIN CONC. ACCESS IF- 3- DIAM HO `-DRAIN ASSEMBLY SHOWER DETAIL SCALE N.T.S. TEE C.O. W! I 00UNTER SUNK PLUG i SECTION ISOMETRIC TEE CLEANOUTS DETAIL SCALE N.T.S. EXIST. Ire PIPE CAP DETAIL FED WALL LUMN PROVIDE NEW 112' CAP W/SEALANT TO REMAIN O EXIST. lir C.W. SUPPLY. SCALE N.T.S. DRAIN CAN BE ADJUSTED TO THE HEIGHT OF THE MUD BASE FOR TILE F E \THINS DRAIN DRAIN DETAIL SCALE N.T.S. Iti STUD 1iS1190 POT. -IN.'Om WITTEDTO SCOPE CFW= -ANY CTM. INCMAFJG% WARE our B 099=4N WO.LYOO THESE OHAWNGS ANDCALCULATRONE. THS DOCUMENT STHE PROPERTY OF MIKIINEER AND SHALL NOT TE R SPRODUCED CM WHOI.EOR PART MMTHOUTWRITTMC COMM IN<THE CLLRNFYRNM P.OfOOEER. A J UJ N LL m of a N16- CUQQC ED^o -Q) in er�sf ?g W I.I.! a VJ J W 0 VALID z 0 SR LM W2 W y O2 WLLL LU Z Z Au�."^7 L EXISTING GYPSUM BOARD TO BE _ REPLACED WITH V2" GYPSUM BOARD TYP'X'. W/ VINYL OR CASEIN JOINT COMPOUND APPLIED TO JOINTS AND SCREW HEADS AND r PAPER TAPE EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS PIPE CAP DETAIL FED WALL LUMN PROVIDE NEW 112' CAP W/SEALANT TO REMAIN O EXIST. lir C.W. SUPPLY. SCALE N.T.S. DRAIN CAN BE ADJUSTED TO THE HEIGHT OF THE MUD BASE FOR TILE F E \THINS DRAIN DRAIN DETAIL SCALE N.T.S. Iti STUD 1iS1190 POT. -IN.'Om WITTEDTO SCOPE CFW= -ANY CTM. INCMAFJG% WARE our B 099=4N WO.LYOO THESE OHAWNGS ANDCALCULATRONE. THS DOCUMENT STHE PROPERTY OF MIKIINEER AND SHALL NOT TE R SPRODUCED CM WHOI.EOR PART MMTHOUTWRITTMC COMM IN<THE CLLRNFYRNM P.OfOOEER. A J UJ N LL m of a N16- CUQQC ED^o -Q) in er�sf ?g W I.I.! a VJ J W 0 VALID z 0 SR LM W2 W y O2 WLLL LU Z Z Au�."^7 LEGEND: SANITARY LINE BLW. SLAB COND DRAIN ®CD® COLD WATER s a HOT WATER ® m 0 a VENT. OAS LINE NEW PROVIDE ANTI SCALD VPILVE AT — SHOWERI I r I I I I " PROPOSED FLOOR PLAN SCALE 3,6,•.O 0) r r � ti LL !U's U So r? JLu N LL m •� - c� to W co a z f.L O 0 LL 0 W O Q- 0 (VALID(1)Pr;RMR 7 I/ Juan C. #698 oreno L Re P.E. #89818 [UM1 f07-2013 AS SHOWN J.M. J.M. :) N —) rare -DEsamLao= ToSCM OFvim ORITIUMMMI.V011) THMORAYMM -2 AND CALCULAMM. Col"Wff TN® DOCUMENT 0 T PROPMM OF [7p MID8NALL /aT BE REPRODUM M WIOLE OR PARE Wnf=MA-M COm M OFTNECERTIPYMOENGWEER. EU 2 OF 4 MASTER o BATHROOM NEW NEW 1/2°Dl 1 W DIA PROVIDE ANTI SCALD VALVE AT THIS SHOWER NEW 1/2"DIA ' VEW NEW NEW t l2"DIA 314" DIA 3/4" DIAI TANKLE33 �lprpip i CONNECTTO WA (STING H.W. HEATER NEW SERVICE Y4" DIA 3/4" DIA WASHER DRYER CONNECTTO C.W. SERVICE W DIA HOT & COLD WATER NEW VENT TO DETAIL MASTER BATHROOM 1 SCALE 316=1'-W p-3 CONNECTTO EXISTING H.W— SERVICE Y" DIA CONNECTTO EXISTING C.W— SERVICE Y4" DIA PROVIDE ANTI SCALD 1PYDIA HOT & COLD WATER NEW Y DIA JdT TO ROOF? -NEW CO �" NEW 110 NEW 1 Ire! O DIA SH �, IA LAV ^ZDIA LAV NEW 3" DIA NEW 3" DIA I CONNECTTO EXISTING SEWER I BATHROOM # 2 1 NEW 3" i NEW 2° QIA DIA WC 1 VENT TO ROOF m i SEWER :ATED ING DETAIL BATHROOM # 2 2 SCALE 3W=1' -D" P-3 LEGEND: SANITARY UNE BLW. SLAB COND DRAIN CD® COLD WATER o HOT WATER ®.. ®.. VENT. ® ® ■>® OAS UNE KITCHEN — NEW =IAA SINK CONNECTTO EXISTWGC.W ( ® —I— I T SERVICE )44" DIA CONNECTTO NEW 3 EXISTING H. /4" DIA SERVICE W DIA HOT &COLD WATER 40004* !% AP�P�Ov� ved ra: eat7��o SEWER DETAIL KITCHEN 3 SCALE 318'=1'-0' P-3 Ion 0) v - O L LL P.E. # 69818 E J w N LL (L it st As sHOWN NO�m� C N Nr_ La t W 00 `CONNECT TOE EXISTING SEWER O LL P.E. # 69818 E f!) W Z W v� As sHOWN C t�3i LLI � W to 4*AM L3MW ro $00PE OFL M Z �' rW V Q P-3 m"mw Z W `CONNECT TOE EXISTING SEWER QC. P.E. # 69818 11-07-�13 As sHOWN t�3i J.M. to 4*AM L3MW ro $00PE OFL M P-3 m"mw .... imaN cmm" 0F7M0Z nFYR40M& M EET 3 OF 4.� LEGEND: SANITARY LINE BLW. SLAB COND DRAIN ®CD COLD WATER o HOT WATER VENT. GAS LINE PROVIDE 12" HEIGHT HAMMER ARRESTOR NEW CONNECT TO CHAMBER (TYP) �. ? 1/2°DIA EXISTING H W. TANKLESS moi' y WC SERVICE / DIA CONNECT TO CONNECT TO WATE � � � CONNECT TO EXISTING H.W ISTING C.W. HEATER %� EXISTING C.W NEW SERVICE %" DIA SERVICE 3/a" DIA NEW PROVIDE ANTI 3 n T 314 DIA NEW 1/2"DIA SERVICE /a DIA T �4•� SHOWER CALD VALVE AT �� PROVIDE 12" HEIGHT SHOWER J ��• AMMER ARRESTOR " NEW NEW �.��, NEW PROVIDE 12 HEIGHT 3/4" DIA NEW 1/2"DIA 1/2"DIA CHAMBER (TYP) \\ 3/4 DIA AMMER ARRESTOR �\ BATHTUB LAV J o;\\ CHAMBER (TYP) NEW 1/2"DIA NEW 1/2"DIA i ! �� j NEW DIA '<; ! y SHOWER NEW 1 /�i'SINK 3/4" DIA7\:,., % '1 1/2 DIA NEW PROVIDE ANTI < r'_wC CALD VALVE AT • / NEW SHOWER CONNECT TO �'' CONNECT TO \� 3/4" DIA EXISTING C.W� SERVICE %" DIA ` )-----EXISTING H.W. SERVICE %" DIA ISOMETRIC HOT & COLD WATER ISOMETRIC HOT & COLD WATER ISOMETRIC HOT & COLD WATER MASTER BATHROOM BATHROOM # 2 KITCHEN TO SEWER NEW 2" DIA / I VENT T I ROOF L \ NEW 2" DIA NEW 3" DIA VENT To --"WC ROOF ¢ 4 FU 0 NEW 2" DIA h co NEW 1 1/2" SHOWER 1IA LAV 2 F1 �U z 2 FU NEW ?ry /q I 3� QIP NEW CO ISOMETRIC SEWER MASTER BATHROOM CONNECT TO EXISTING SEWER ;rOF10 NEW 2" DIA VENT TO NEW 1 1/2" OF DIA LAV - 2 FU I� NEW 2" DIA `� 1 BATHTUB NEW 2" DIA �. h NFIy NEW 2" DIA VENT TO-,"* I `�nOjq 2 FU ROOF I r' NEW 3" DIA WC r 4 FU ISOMETRIC SEWER BATHROOM # 2 NEW 1 1/2" DIA LAV 2 FU NEW 2" DIA SHOWER 2 FU p'LING Approved 2 FU NEW 2" DIA fVENT TO ROOF I 1 I cri N Mco P, E L Gi Go � � C V rn �� J c W g J it N NG�m� Wa.w O A P W 2 C>2 EE w W Z H Ln Z t" F� 2,�/q 11-07-2013 AS SHOWN CONNECT TO J.M. ISOMETRIC SEWER EXISTING SEWER J.M. Fla KITCHEN .A".�„,w„= ow � ADO CALCUu_4 . THE DOGUAaW 99TKPR1 OF P MWOM AND "MNOrBEREN MOLE ORPART CFT"ECVnV;y= emeam Ur 4 OF 4 J NEW GAS METER NEW OUTLET 1-114" 112° PSI TO T W.C. SYSTEM LINE FRO STREET C7 b 1-114" DIA GALV PIPE SCH 40--` NEW TANKLESS WATE HEATE NORITZ (NRC 830D - OUTDOOR UNIT) 157,000 BTU 1" OUTLET 1' SHUT OFF VALVE 314° - CSST TUBING (25-EHD) STRAPPED TO h BEAM THRU THE CRAWLSPACE C.B.S.STORAGE TO REMAIN UNTOUCHED 30' FT LG 314" DIA IPS POLY PLASTIC PIPE UNDERGROUND EMM DRYER NEW DRYER 25,000 BTU 112° OUTLET 112' SHUT OF VALVE GAS COCK-./- VALVE OCKSVALVE NEW TANKLESS WATER UNION HEATER (TYP) NORITZ (NRC 83OD-N GAS 0 OUTDOOR UNVALVE 157,000 BTU V OUTLET V SHUT OFF VALVE D 314" DIA GALV PIPE SCH THRU THE WALL 3(4"- CSST TUBING (25-EHD) STRAPPED TO A— BEAM BEAM THRU THE CRAWLSPACE I I 1 - EXIST. ONE STORY _ C.B.S. RESIDENCE I I 12' FT LG y NEW RANGE (387 90,000 BTU 314" OUTLET 3/4" SHUT OFF 1® F, -i- TI--,, N ENLARGED PLAN GAS 1 SCALE UNE FROM STREET SIZED BY GAS COMPANY /-GAS PRESSURE REGULATOR NEW GAS METER EW OUTLET 1-114° 112" PSI TO 7'W.C. GAS SYSTEM Hs SHUT-OFF 3l4° DIA GALV PIPE SCH 40 'K 314" DIA IPS POLY PLASTIC RISER 1-114" DIA GALV PIPE SCH 40 STRAPPED TO THE WALL 314" DIA GALV PIPE SCH 40 NEW RANGE (35-) 90,000 BTU 3/4' OUTLET 3/4° SHUT OFF VALVE 314' DIA IPS POLY PLASTIC RISER LV PIP DIA 40 PIPE SCH 40 STRAPPED TO THE WALL 314" DIA IPS POLY 112" DIA GALV PLASTIC PIP IPE SCH 40 UNDERGROUND THRU THE WALL NEW DRYER 25,000 BTU 112° OUTLET 1 /2" SHUT OFF VALVE GAS ISOMETRIC SCALE LONGEST RUN 101FT. TOTAL LOAD 272.000 BTU'S TYPE OF GAS NATURAL GAS MATERIAL GALVANIZED PIPE on TKK-Q MUM) THESERAM CSST TUBING AwocALcuuraMm. OCaYRfaw POLY PLASTIC PIPE NEW OUTLET(S) 3 NEW CONNECTION(S) 3 FLORIDA BUILDING CODE - FUEL GAS 2010 CHART # 402.4 (2) (GALVANIZED PIPE) CHART # 402.4 (13) (CSST TUBING) CHART # 402.4 (19) (POLY PLASTIC PIPE) NORITZ (NRC 83OD-N OUTDWR UNIT) 112 - PSI TO 7" GAS SYSTEM N.T.S s 0 �goC A �,Sa@ALO LEGEND: SANITARY LINE BLW. SLAB COND DRAIN ®CD COLD WATER B® ®� MMMMDMOM® HOT WATER MNOMMRM• .. MMMMMM® VENT. GAS UNE REY0ONS NO DATE G) r N E LL �ti o�dt� JLi c Lu ac mm CL � N t�0 waw WD0 ._ a MrONLY pcRRAISE PE BeAL vaLrornOroNLv_ J.M. -- J.M. v C)R W co o z . on TKK-Q MUM) THESERAM AwocALcuuraMm. OCaYRfaw w g °d o M EOeRAWwREPROWORSEED a Z W W Z OFTHECERTIPYMENONTER. Lo Lo0 W L.L Z Ll.l MrONLY pcRRAISE PE BeAL vaLrornOroNLv_ J.M. -- J.M. v Nora: 4)ESMN LSDTEOTO Soope op ya" DRAYFIRG -ANY 77 WIKMIARI®. w on TKK-Q MUM) THESERAM AwocALcuuraMm. OCaYRfaw G-1 . THIS DOCUMENT ISTNE PRommoF EOeRAWwREPROWORSEED a rLLMZTSWE OFTHECERTIPYMENONTER. SHEET 1 OF Clearance Requirements from VerilTerming gions to Building Openings All dvarance reWire melM we In a=T4arre *h ANSI Z21,10,3 and the Naftml Fuel CO *1 ANSI Z223.1 and In Cianaft In a=rdanca wfth NSCNGPIC, Maintain Im fallbWing clearan= to any opening In arry buMing: lNstralJan 4' Wow. 4! "dzorrally trom, wr 1 1 above aruy dow, o 1 vAndow, oT gra^ air Wet dfflo any buielng. 3- above any tomod., air inlet wi-T-4n, IV. Vi 4' 1' belOW, 1' h0020ntalty grOM, Or i' above $my d= operable whufaw, C-1 gravity all MO OL Itlet irk WAIdIng. 'Tr Above any f*Xed f& 6MWt wslftn 101, con FbT oLwWw M, ftllaftn. LM the oultlaor vane cap. If it Is rwewery to vent above the red firw :in an outdoor ftftl4long a�wiusefhebay W the Vent CV 1W re5n PtOw9f=11 - 30 0 ------ (Nmilz Vont cap) For linstalatim In Canada, ctoanmm. are as follovM: -ro' wndomdogm a g i1rift: To ejomed air �nCbts; 6'. Thm, claw raquiramenir. Wd tve- ioso r of t Outdow wNent cap. Clearance Requirements from Vent TerminalJons to Building Openings AH cuawainco reqtfiremwft we In rdance wish MSI Z21. 10.3 and the MW[Or� NOI GM ODdR, ANSI ZMA and �n Cana&, In a=rdknee with hiSiCNGPIC. Toftmrlal 'W Jkr sup" 11HOt J)= hAkwhis a%wwtms requOM In Cin %tU waoftin 4ga rmmm � am-wdanw wfth bud WWII cndes wd the requimmift of the Ps swot" ***A Wenl VIM nV1 "Itkft dkwAOve rd a4ds"k w pmoo iuv" Ow is ID=ed bzhwm We StV15 farnEy dManp am eweVO d"KgL "gmemoted only if wT8UAM'P=fdh.d&dor bakorW in My *Aam m a ff4fton of Mo fifts ben eO ft fcor MM 4=MUWW'rO SCOPEOPYCM -AW CORREMONS, M MMM. VVHn OUr OMMONSWUVOW MW CRAM= AM CAMiATOMa TMD=MMWTM7MPRQP9MOF OONSMDT BE REPROINa;Eo ; ROLE O� PAF;WHLL ; OFMMCERMYMENGU�M w 0 Juan C. Morew 11-07-2013 AS SHOWN`` J.M. rRA J.M. ilii U WING MA NO. G-2 (SHEET 2 OF 371 Inwor IneWlWit-�i— Outftor IfINW14- IM M6024 As! W bWum or b Ow "a at la= 'kV ---Wm or dwrAW " be WmW apening. or fabMu 9*8ftM (M 'Valk-sW dear EVA W WtMML-d extra 3 It ed obwe ft bwmirA wbin a hwiaaW #flaimm of 2 WA ftm the canter ufft tamdrW Unvenlg*md wdft Ewih mfh of agfflw 4" am-tandad S iKlm a haW Iff 4&avio X WhIn a WpM 1,15 a to acmbe MOW %wa Ourm T- Ncrumedumha cagy au;ply Hid or 4° lbobw w le the Wde of 0MVWwon Wr bw w my adw QwhV. OT f apewns 17 fs.n-- Oppom 1w) - — Vq—dMff-tw a 1.11 obwe Ff wMn IV M L 191, LS dmwg, Ma INder vsr4rwls, dae-t- of (124- Canada (124- Canada MAY"") bw W 4- - J)= hAkwhis a%wwtms requOM In Cin %tU waoftin 4ga rmmm � am-wdanw wfth bud WWII cndes wd the requimmift of the Ps swot" ***A Wenl VIM nV1 "Itkft dkwAOve rd a4ds"k w pmoo iuv" Ow is ID=ed bzhwm We StV15 farnEy dManp am eweVO d"KgL "gmemoted only if wT8UAM'P=fdh.d&dor bakorW in My *Aam m a ff4fton of Mo fifts ben eO ft fcor MM 4=MUWW'rO SCOPEOPYCM -AW CORREMONS, M MMM. VVHn OUr OMMONSWUVOW MW CRAM= AM CAMiATOMa TMD=MMWTM7MPRQP9MOF OONSMDT BE REPROINa;Eo ; ROLE O� PAF;WHLL ; OFMMCERMYMENGU�M w 0 Juan C. Morew 11-07-2013 AS SHOWN`` J.M. rRA J.M. ilii U WING MA NO. G-2 (SHEET 2 OF 371 EM NO IT Model NRC83 Series Residential Condensing Tankless Water Heater Specification Sheet •St airdtitptlt-gtas+xmalmptionrargastorn16.0DOSTUht I r.13m ffruh •capcatty slang a -rcw fetes em 6.3 gprn up to A3 gpm • Compact 0lesW . ANSI Z21.1 OLVCTA A; oertxied design that can be mu -mounted inmetsrd oamix-'a -Du able Steel Casing with Plslyestet Cleating -14012 l KCUrlg2F- FF=UGKtA 331R11n Wfr3i-raraal glaN topper, 25% 1 WJw piNng ittan standand r ocUs •weatmg opums- awillameasan Outdoor cffi7Lpres no w4ma) or In+i ar c im-tva n (-m)im"* rxcninc ud as special piasm susampttars that are mnpallNe1WthW-1h3"arar5dweduleMaricIODpts pipe T1aa OTsal'TIClQiI Ce7'1 i� b8��it�drtfidl tC i rKil-dlfe<i1S£�'!t � n10�331'✓Yltrl ttb=usewl$C el�L,notf -ElltmEkKttWvC lgnmm •orfs -€o t-%%, Identical units can bellftedtVAlIfff by u ng ttpa t�+tte`rral c�n�s �Qnroxt curd �� atl�rt�� the netMater cipagty -EneWfaatw-1992(NQ "2 M_ PTIDem►al Etrlderr�y • Iuaycerlderrslrx1,93�eTkiErrt ro► userexlt r►ato Tal gas arpropane -TelriraratursCorlrsft- Indoles remUthaimstaat that can predis* adomrWOUPRwrnperatillefrom1074FIi11 msuhinecapablinyto dWaylaroperat ores InbothOCand OF -Paw rCarltnstatia'Lamll[1t-4'pomrcardIsa►:lu=Vtln4)VW lionlj •Safety (revises - Ratrte 5eewr,, OvwheatPm4mN m DevCe U{yll rg Mectlen EleAce: Frem PmteMrt G Kbuw eOmftll -JLAtaf emlFeatures-Tary"we Loc1xMH9hEteaaiicelAfQustmEnr, CctldosataWer owsay-arltottng"Aem,59PAo&Pmltlderkmiton • �Z'-Y831R l.Inilti� BI�BBt B1tC$ir1�41 Aitl��'tilP 1t66613L�nnCt�l t:IFa •5-�+ae urntl�ass Raetsllpr -npptafrals-Ufi,UPC,M% Low NDxWovadtssQC"EdlrUNYJoraopprld, 5ullatle Ibr Ilstallalbin In a ManuaCtLred i lotrllej Home" S�t1P7RR �+tgar+ naso. as mu mm.a Eo4 i GL rJ1D.t 1w,whd r! 11110"i N®03-_ ❑ 4D ft~,A" Accamaries hri�it-iF-KI ❑ &,J-t't'Q)Po,aCiiPr+04-Y'", ❑comwmw mveazrciatC ❑ rsa'a%xq vaiti s rt,!%li,&Awn El ewceea"eVCadrtWa9 ❑ svca,%,mw- leiz '+--Khld atlmeE�.��n-6�rareFr�c� atrocT�.�aPat+.]y�aa 6dtl�a�sat4sssci`tra�ra,�i'k.4c�s: acasar,"�sLrur�snaas�:�''s4t�'�g�5fmny�:rrswe+a a� a"td.atbeu6>r'dr rg�� ,'rssru�t�hgG!+r m'.�Sa�µa�ca�,rt�a�r®na�1L� .roexBlr erha.��ctr�itt� Aems�r.�'�b lFta ��A'�+Yt�il t�armtq��'�,aes eaarraga�� '*•.�tica�radt�akid rras^^a�vrar h � fiu+��a�si Itv'mod�r Ucs.¢ 11163 Cracckmue, NuntainWry, CA W2 Tel. l -E W'%,MU WrwwLriarttzcom _.I 0knonslons 51DLT61PJF FROM EN or)MOttd a mow 8 AS SHOWN wyyannCu b Y a ems, c stay P-4 g 51 �a 4m Ca11m 1194 UINtLmc erannna �e xxa�,3� J.M. �uEnnna� a 314 -lUVYCORRECTiONB,INKe41R1("no UT u® fiat DE WXD TNMEEE ORa ETK7FON8 3W "MEi Owmm Iletin DOPYRM"mV_- tawSIPPIP ANY TMD=W0.L—MW19TNEPRCMMCF raoaxc�arrsi�rrtaossm qy Car6w m31ri LP.34W tYaezaFtvv161on213WxQcSTlfP Lyell Fmie re"an313li FDoimR•lactlttr CE oPTNeceRnPnxoENaNeeR. OWMWN r uT rr.3a�er e� w1>atc �rLR ada 'C mom TrI., t 1 N. E3.60'comist a sm RCW Hates RkiIA 90 [NMI to T� G.5Ma 4_9 42 3.7 U 2P t3eMi Presaffe-Ua5 ��xsneueu a1 m 11 I l s Mmmama ~$E a mow 8 AS SHOWN a ems, c stay P-4 g 51 �a 4m Ca11m 1194 UINtLmc erannna ars J.M. HCt �aatPtdd a 314 -lUVYCORRECTiONB,INKe41R1("no UT u® fiat DE WXD TNMEEE ORa ETK7FON8 3W IMW Owmm Iletin DOPYRM"mV_- tawSIPPIP ANY TMD=W0.L—MW19TNEPRCMMCF raoaxc�arrsi�rrtaossm qy Car6w m31ri LP.34W tYaezaFtvv161on213WxQcSTlfP Lyell Fmie re"an313li FDoimR•lactlttr CE oPTNeceRnPnxoENaNeeR. IlMan4V Islam am Tan cies �M t6losta lk-444%)nff1n1mm1;;tv0 ®aU -Ia�tta lYwmalig.sQ,�.&S'Ct�rsKlNtav n9 GuattT®npaomtatPptlDrm ada 'C mom TrI., t 1 N. E3.60'comist a sm i1tx i Im erim Pamro"thert9lit tod160Qntlnrl m chunp st e® time that deft" wtd4or spedimusus aftu prnduta ukkota achy . V ~$E 8 AS SHOWN U P-4 g 51 �a J UINtLmc J.M. w-_ a J H W D z 0 93 H co LLL W g C>2 W H La Z � ti±9 I 1P t 11-07-2013 AS SHOWN ED J.M. J.M. ct NOTE: -De$M UW=*W SODPE OF WORK -lUVYCORRECTiONB,INKe41R1("no UT DE WXD TNMEEE ORa ETK7FON8 IMW G-3,_ DOPYRM"mV_- ANY TMD=W0.L—MW19TNEPRCMMCF qy ,erKumERarmmlauNaraEREPRODucEDw —"Mw; WHOLE OR PARTF WmTrrEN DONEENf CE oPTNeceRnPnxoENaNeeR. CUM 3 OF TABLE 1 JOIST SUPPORTS ' 18 0 NV,&{ MST SUPPORTS Allowable Loads � } Product Joist ,Double !Mgle I Fasteners crcYtcy > +ar ' Dots Header Shq1e • Header2x4 'Joists ,t, y.Q,sra $ awwa Coda fie' Header Size Heoder Size W • H as NVJH24 1 3 3 2x6 ' 2-2%4 2 6-104 s• -1W x 1 4 --toe k OF `7 7 ir•- ' -- l . . 10-10d x wa•x W1240 sWar but with NVJH26 1 5 3 • 2 8 ' 2- � + 10 -UW 4240 821 , 2xs, 2-2xs W NVJH26 1 63 3 2x10 2-2x10 200 14-10d 14-10a x W toe x UT MG 173* .s• e79.1 202 2-202 2#12 S1ng1e Header I 1-2X 1. f:- flt a Double Header ., REV 1 10/12 General Ncites: 1. Steel sho conform to ASTM.A653, structural rade 33 (Min. yield 33 ksi) � and a minimum galvanized coating of G 60 per ASTM A5225. 2. Allowable loads are based on National Desing specifications (NDS) for ' wood COAStr[ICtIOn,'2aaS i`iY1ti0II. CxV% eL 'F l o -v i d am► Q w 1d:ra +�+• 2'a � e • �. Design loads are for Southern Pine species with a specific gravity of 0.55. ' Allowable loads for other species shall be adjusted accordingly. 4. Naif values are based on NDS table �G �d.55 and leave been reduce -d for Penetration Depth factor. % . 5. Allowable loads 'for wind uplift and lateral loads have already been ' increased by a duration factor of 6o % for anchor snail. No - increase is allowed for'steel stress: fi. Allowable loads for more than a single cpmetion cannot be added ' together. A ,design load whiSbe divided into cosvonents in the direction given must be evaluated as follows: • Act+ 6=4 L + Arty -<=1 p i Allowable Uplift Allowable -L1 Allowable. L2 • 7. Allowable loads are base on 1 Ya" thick vrood members unless otherwise noted, de 8. All tests have, been conducted in accordance with ASTMD-17fi1. VIPIN ."T XT-. PE (CnW W RECi'M 7.2847 16W LATTI M ORM LOS ! biwavow HOUSTOM TX- 77068 a Nu&-Vue rnausa3es• r:... . ' C, � { 1053 I059F�st 24 SEreet ��`!Hlal�t.PlorFda 33013 • z ' �g � � Z ' , ' • F14JC (� 69d<-398 ` NM FOIST StJI'PORT8 - ' DWG M sleet:. Date: Revisions: (u �LnoiW NU -3 1 oI s . AILY lig, 20m '' " 'ora o Sam Am NVJR 26 as shown l NVJH 24 & 28 , . sWar but with i as diffemt holes. • • ..;� w REV 1 10/12 General Ncites: 1. Steel sho conform to ASTM.A653, structural rade 33 (Min. yield 33 ksi) � and a minimum galvanized coating of G 60 per ASTM A5225. 2. Allowable loads are based on National Desing specifications (NDS) for ' wood COAStr[ICtIOn,'2aaS i`iY1ti0II. CxV% eL 'F l o -v i d am► Q w 1d:ra +�+• 2'a � e • �. Design loads are for Southern Pine species with a specific gravity of 0.55. ' Allowable loads for other species shall be adjusted accordingly. 4. Naif values are based on NDS table �G �d.55 and leave been reduce -d for Penetration Depth factor. % . 5. Allowable loads 'for wind uplift and lateral loads have already been ' increased by a duration factor of 6o % for anchor snail. No - increase is allowed for'steel stress: fi. Allowable loads for more than a single cpmetion cannot be added ' together. A ,design load whiSbe divided into cosvonents in the direction given must be evaluated as follows: • Act+ 6=4 L + Arty -<=1 p i Allowable Uplift Allowable -L1 Allowable. L2 • 7. Allowable loads are base on 1 Ya" thick vrood members unless otherwise noted, de 8. All tests have, been conducted in accordance with ASTMD-17fi1. VIPIN ."T XT-. PE (CnW W RECi'M 7.2847 16W LATTI M ORM LOS ! biwavow HOUSTOM TX- 77068 a Nu&-Vue rnausa3es• r:... . ' C, � { 1053 I059F�st 24 SEreet ��`!Hlal�t.PlorFda 33013 • z ' �g � � Z ' , ' • F14JC (� 69d<-398 ` NM FOIST StJI'PORT8 - ' DWG M sleet:. Date: Revisions: (u �LnoiW NU -3 1 oI s . AILY lig, 20m '' " TABLE 2 I TOP PLATE ANCHORS' NVTP & NVTPH If Size Product Code Gauge . I Dimensions (in) . 2x4/4x4 NVTP4 20 g" . 24/44. NVIM - 20 • g" 2XB/4x8 NVIP8 20 • M/4x4 NVIP4H • Is. 176$ , 238/4x8 NVIPBH . 18 . 5r $" , 2xB/4x8' NVFM 18 • 7j" � g" Product code Total number of fasteners 1 Od x 1 If Wind Vo t-e-r-w9v - Max. Uplift Capacity (lbs) 6 - 8 10 12 NM 4,6,8 $ 2Q . 1087 1348 - 1805 NvIP 4H.6H,8H 9 38, l as 17, 1474 { 74-S Notes: ' 1. See General Notes, Sheet 1. ' 2. One half of all specified fasteners -shall be used on each side of the stud to achleve tabulated values. TABLE 3 NVSO 236, 16 GAUGE, HEAVY-DUTY ' FACE MOUNT JOIST HANGER Notes: 1. See,General No tee, Sheet 1. 0 o� $ c e 5 Jew / F 1 3w J BOLT HOLES 1/2" DIA. NAIL HOLE 3/18" DIA. 1:o�tc; itEvl9i� VM W N. TOLAT, PE (CM) , Ytwftd16Nwidr FL. RM # W47 wftowk —#04, 15129 LANTER � LANE A"goHOUSTON, TX 77060 7 Header 2-2X Mthirnwn A0e 1,4 u — V ue 1068-1Ob98�et E9 Stree1 �-0897 aS PAR � NVT!' & NVTPii PLATS Ai�IO1LS, NVSO Jo16T` 1itSNGBR DWG Ski: Dds: Review: w 13/10/03 i� 81!11/03 NU -3 2 of 8 wit t3) 04/Z7�0& U • Fasteners . towable Loads (Lbs.) Header .hist Size ' Size , Pleader . Joist • WAwry Uplift 14-10d 6-10d • 176$ , 1108 , 2 2x8 8 2x10 14-1ed • 8-16d 1875-, 1279 . 2•-2x12 e 8-16d, ...$.00 1217 - Notes: 1. See,General No tee, Sheet 1. 0 o� $ c e 5 Jew / F 1 3w J BOLT HOLES 1/2" DIA. NAIL HOLE 3/18" DIA. 1:o�tc; itEvl9i� VM W N. TOLAT, PE (CM) , Ytwftd16Nwidr FL. RM # W47 wftowk —#04, 15129 LANTER � LANE A"goHOUSTON, TX 77060 7 Header 2-2X Mthirnwn A0e 1,4 u — V ue 1068-1Ob98�et E9 Stree1 �-0897 aS PAR � NVT!' & NVTPii PLATS Ai�IO1LS, NVSO Jo16T` 1itSNGBR DWG Ski: Dds: Review: w 13/10/03 i� 81!11/03 NU -3 2 of 8 wit t3) 04/Z7�0& U I _ _ REV 1 _ 12/12 TABLE 4 18 Gauge NVHC 43 & NVHC 43/2 HURRICANE CLIP. Notes: *For Uplift, use two' clips, one on- each ' side to comply with section 2321.7 of 1. See General Notes, Sheet 1. the FBC 2©to 6 IN 3,V4 XV 52 a. 3Y2" 2 Y4 M 1Ya M V r e • ' • o e ° NVHC 43/2 NVHC 43 1-2x(IJVwide} llpll17r UPLIFTf ii C2' L'�ODUCTAlgLvEwu wii�lerlMl/. wadwi%dal ,Vuw N TOLAT, PE (CIVIL) i REG # 12847' 15123 LANTER CFM LANE its _ 'G.sa 2.ctl siva f HOWM 77068 • - 1_:t eri�t �� 4`.o►clAStiolt• � e - Li13. TO,�••,� `�Q ° • • ° e ° ° • • �► ^I�! Nu—Nue I11�Li8�e81[1C. 1063-1069 Fast 29 Siwe "� HIatwk Fwd& 33013 In FAX. (3W 6%-08 Q.;' jam: NVHC 43 & NVHC 43/2 HURRICANE CLIP. '•.,++ ; 4 R, % DWG #: Sheet: I Date: I Revisions: (1)11/10/03 Mt 1011 -3 3 of 3 JULY 14 20M (3) 4/V -/(-A.. FASTENERS DESIGN LOADS (WS) PRODUCT CODE DESCRIPTION , HEADER JOIST - uPLFT - L1 ' l.2 NVHC 43 Hurricane 010 - Wide ' 9-10d • 9-10d, ' 687,x. 407*- 3(38 IC NVHC 43/2 ' Hurricane Clip - WMex2 ' 10--10d' -10-10d-'[ / 917 547/ .432 ' Notes: *For Uplift, use two' clips, one on- each ' side to comply with section 2321.7 of 1. See General Notes, Sheet 1. the FBC 2©to 6 IN 3,V4 XV 52 a. 3Y2" 2 Y4 M 1Ya M V r e • ' • o e ° NVHC 43/2 NVHC 43 1-2x(IJVwide} llpll17r UPLIFTf ii C2' L'�ODUCTAlgLvEwu wii�lerlMl/. wadwi%dal ,Vuw N TOLAT, PE (CIVIL) i REG # 12847' 15123 LANTER CFM LANE its _ 'G.sa 2.ctl siva f HOWM 77068 • - 1_:t eri�t �� 4`.o►clAStiolt• � e - Li13. TO,�••,� `�Q ° • • ° e ° ° • • �► ^I�! Nu—Nue I11�Li8�e81[1C. 1063-1069 Fast 29 Siwe "� HIatwk Fwd& 33013 In FAX. (3W 6%-08 Q.;' jam: NVHC 43 & NVHC 43/2 HURRICANE CLIP. '•.,++ ; 4 R, % DWG #: Sheet: I Date: I Revisions: (1)11/10/03 Mt 1011 -3 3 of 3 JULY 14 20M (3) 4/V -/(-A.. TABLE 1 JOIST SUPPORTS ' 18 G NVJN JOIST SUPPORTS _ . Allowable loads Product enalon (�chas Joist Double •Header Single Fasteners Y texas a soder gle - Pleader Joists , oo�te lied ju�;4� (loader e & awime Heodera fie' Size Header Size W , H BS NVJH• t4 1 j 3 3 , 2x4 2x6 ' 2-20 2x4 r 6--1 od s-tod x W7 tad tc tr % ? '-• NVJ4i26 1 §� 5 - 3 . W ' 2 � ' U 2X8NV.A•i26 1b-- d o --togs I • -10d3C�' � 2�q �Ze © .821 - 2x8 2-24 1 6� 3 , 240 2-240 i 2x10 14-10d 14-10a x too x ti„' t'1►3� {x'36 079 • 202 2-202 242 Single' Header f 1-2X Joist 11/25 General Notes= 1. Steel shall conform to ASTM -A653, structural grade 33 Mn. Yield 33 ksi) and a minimum galvanized coating of G 60*perAS7M A52& • 2. Allowable loads are based on National Desing specifications OMS) for wood consfiruction,#2aag Edition. ,r•a F lout d4 taw tc v -a C,-.l:e. 2p to . • • &' Design loads are jor Southern Pine species with a specific gravity of 0.55. ' Allowable loads for other species shaltbe at#usted accordingly. 4. Nati values are based on NDS table �C 55 and have been reduced • for Penetratign Depth factork . 5. Allowable loads for wind uplift and lateral loads have already been ' increased by a duration factor of 60 % for anchor nail. No • increase is ' 3_r _,o, Doubts Header allowed for *steel, stress. If a NVWH 26 as shown ' NVJH 23t dt 28 , sinnBar but with . 13S different holm 6. Allowable 10a4 for more than a single connetion cannot be added ' tojether. A ,design load which be divided We corrzoonents in the direction given roust be evaluated as follows: ' Actual Clift + . Athol Ll � Actual L2 •<=1.0 ' r Allowable Upli Allowable`Ll Allowable. L2 . 7. Allowable loads are base on 1 V thick wood members unless otherwise J. 8. All tests have -been conducted in accordance with ASTM D-17611. TOLAT. PE (C1VJlii . FL. RFC. # 12847 15x.23 LANTfti SEK WS: MM*WWVMW HOUSTON. 7X TMAwww WMA ' Nu&-VueWbi.., B. w�1�szsst�ec ' HIa1ea6.Plorida 33013 v . ]M Join strnpo= . DW M sheet: Date: _ Re>r aas: cu i ib6 •WW •'4•• .P i Y TABLE 2 - TOP PLATE ANCHORS ` NVTP & NVTPH ' Size + Product tode Gauge • Dimensions (in) 10 e 414x4 NV1P4 20 q gw . 22140.NV1P8 9 3a,t 20 . (474. 20/4 VWPB 20 • 7jr8" 2x4/4x4 do i vA6db loddo 18 14-10d 20/4x8 NVIPBi! . 18 , O 2x8/4xW NVTPaH 1 7r g" Product code Total number asteners • 10d x 1 If Wind F t rgq Max. Uplift Capacity fbs) 6 8 • 10 1 NVIP 4,6.6 ' g%a• 1087 1346 1005 - NVTP 4H,6H,aH 9 3a,t 2c7, (474. (74-5 Notes: , \ 1. See General Notes, Sheet 1. ' 2. One half of all specified fasteners -shall be used on each side of the st - to achieve tabulated values. O Stud O o x 4 Minimum 0 o o a o 0 4 TAB 3 NVSO 236, 16 GAUGE, HEAVY-DUTY ' FACE MOUNT JOIST HANGER JI a Fasteners e o Joist Header• Joist + 0 0 Size Size , Heoder. . 0 tdtIMYlift 0 rR0M=wVww 0 do i vA6db loddo 0 14-10d a $ , 1108 , O O Stud O o x 4 Minimum 0 o o a o 0 4 TAB 3 NVSO 236, 16 GAUGE, HEAVY-DUTY ' FACE MOUNT JOIST HANGER JI Notes: 1. See- Goner ates, Sheet 1. i Arp 4 0 5 jr i � O o 4 00 � o Header 2-2it Minimum 1W . Fasteners A#towable Loods s.) Joist Header• Joist + NAIL HOLE 3/16" DIA. 1-2X Mtnimam Size Size , Heoder. . Joist • tdtIMYlift Mh rR0M=wVww VAIN N. TOLAT, PB do i vA6db loddo FL.M # 12847 14-10d 6-104 . $ , 1108 , .2-2x8 HOUSM, TR 77068 1 ei+ ® 2x8-8 2-20 14-164 8-16d 1875 1279 . 2--.2x12 d ,QO 121771 Notes: 1. See- Goner ates, Sheet 1. i Arp 4 0 5 jr i � O o 4 00 � o Header 2-2it Minimum 1W . BOLT HOLES 1/20 Joist + NAIL HOLE 3/16" DIA. 1-2X Mtnimam Mh rR0M=wVww VAIN N. TOLAT, PB do i vA6db loddo FL.M # 12847 1612.8 LAN72R CRBRK LANE HOUSM, TR 77068 1 ei+ ® a � � 1Qb"�-ifl68 E9 Street.. 1�� own~ aS FAR: ((80S3Nd-0S88 NM dr NrM PLATS ANCHORS, N 2M Mr HANM D11Irti M. Slit DMS: imam 1� NU -3 .2 of s xw It no (� S 12/25 13/25 TABLE 4- 18 Gauge NVHC 43 & NVHC 43/2 HURRICANE CLIP. Notes: -*Fou eft, use two clips, one on-eoch ' skis to comply with section 2321.7 of . 1. See Generol Notes, She 1. the FBC tato 3 „ yp °, 1 ' 2 XV M • 1Y M .e° o Q M • • e e ' M e e o - a a . e NVHC 43/2 Vl-tC 43 UPLIFT 2-2X 7WO UPLIFT YII''IIV N. TOIAT, PE �L. REti # 12M7 L2 N .. '1�s a L clt �s 16123 HOi1S'1'ON, �. CREEK � 1.2 Qne.� �v► cra►e1�Stc- ' ?7068LlN.60400 6,, • y • i -u— e kA.W.s. k.. 7055-1059 FaA W sit H3awk Plrnida mm am M -am Mr. (.1W B94 OM NVHC 43 & NVHC 43/2 CANE CLIP. DWG Ms Sheet: bate: Revisi ' (1)11/10/03 12/11/03 NU -3 3 of 3 MY is 2003 3) FASTENERS VESIGN LOADS (LHS) PRODUCT DESCRIPTION CODE HEADER JOIST - UPLIFT • 1,1 ' L2 • NVHC Hurdoone Clip - wide !D -10d - 9--1 tad 687,1. 407 % 30S -4 NVHC 43/2 urrkcna Clip - WkW2 ' 1 p--jpd' -10--1 UtN 917 547..43.2 j Notes: -*Fou eft, use two clips, one on-eoch ' skis to comply with section 2321.7 of . 1. See Generol Notes, She 1. the FBC tato 3 „ yp °, 1 ' 2 XV M • 1Y M .e° o Q M • • e e ' M e e o - a a . e NVHC 43/2 Vl-tC 43 UPLIFT 2-2X 7WO UPLIFT YII''IIV N. TOIAT, PE �L. REti # 12M7 L2 N .. '1�s a L clt �s 16123 HOi1S'1'ON, �. CREEK � 1.2 Qne.� �v► cra►e1�Stc- ' ?7068LlN.60400 6,, • y • i -u— e kA.W.s. k.. 7055-1059 FaA W sit H3awk Plrnida mm am M -am Mr. (.1W B94 OM NVHC 43 & NVHC 43/2 CANE CLIP. DWG Ms Sheet: bate: Revisi ' (1)11/10/03 12/11/03 NU -3 3 of 3 MY is 2003 3) HEAD ANCHORS SEE CHART ' . 10"MAX. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TIPICAL ELEVATION 1 OVER i GENERALNOTESa 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2.- SHUTTERS ARE NOT REQUIRED. 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 4.- WITH 1TTE4M MMIIN.t EMB OOMENT INTORCONCRETE MASONRY ANRY WITH 1 BY D 11 2" DMI�N.. EDGE DISTANCE. WITH TT1 HVEMNT I �BEdMENTOR O WOODEN � 1u MIN. EOG�4 ULTRACON BY ELCO DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4" DUB, GRADE 5 SHEET METAL SCREWS WITH I" MMI. EDGE DISTANCE. 5.- CONCRETE STRENGTH f'c-3,200 Pei MIN., CMU PER ASTM COO. FILLED CMU fm -2,000 Psi MIN. 6.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G- 0.55 OR GREATER DENSITY. 8.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6. STEEL SHALL BE Fy- 36 KSI MIN. 9.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 10.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. GLASS: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTAGTE PVB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLAS.S. DESIGN PRESSURES CHART - PW WMDOW DDWENSIION ANCHOR SCHEDM DISIGN PRESS URFAW WIDTS HEIGHT MDMX PSR JAMB EST. Vff 19 1/80 28 " 3 3 90.0 90.0 26 1/2" 3 90.0 90.0 37" 4 90.0 90.0 53 1/8" 6 75.0 75.0 19 1/8- 38 3/8" 3 4 90.0 90.0 28 1/2" 3 90.0 90.0 37" 4 90.0 90.0 53 1/a" 6 73.0 75.0 3 90.0 90.0 E81 50 5/8 " 3 6 90.0 90.0 4 90.0 90.0 ro 7 2 19 1/80 63" 3 78.0 75.0 26 1/2" 3 75.0 75.0 37" 4 78.0 75.0 53 1/8-1 6 75.0 75.0 19 1 /8" 74 1/4 " 3 8 75.0 75.0 28 1/2" 3 75.0 75.0 37" 4 75.0 75.0 53 1/8" 6 75.0 75.0 •' 7T}tT}JJI:�'1 Sur�hine Windows ftJi'tlCfIN(M,I, IOC. 1745 W. Jird Plana Hkh k Fl*eA@ 33012 PM (305)384-9462 F=(305)828-6116 H W N 0 a i a 2 ORAWING No. sH08-01 OATS: Q4 -D2--08 SCALE. SHEET 1 OF 6 2 1/2" MIN. ,e e . , *4 A• 'a'' t• , 2 1/2" MIN, �e1 • 4 •, . A,' D.� ATTACIB1 MT TO MASONRY TYPICAL ANCHORS 1/4° ULTRACON 1 1/4" MPI. EMBEDMENT INTO MASONRY THROUGH 1 BY WOOD BUCK• E (FOR MAX. ANCHOR SPACING AND NUMBPt OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEETS 1 OF 6). TYPICAL FOR HEAD. 1• 1/4" SMS THROUGH METAL. NN. AN. ANCHOR SPACING AND NUMBOt CHORS REFER TO M"ATM AND DESIGN PRESSURES CHART ON SHEET 1 OF 6. //m TYPICAL FOR HEAD. y. Y DETAIL A3 ATTACHMENT TO METAL RMUCTURE DETAIL (STEEL OR ALUMINUM 11fr MIN. THICKNESS TYPICAL HEAD SECTIONS FOR,(1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO 1000. 1. Rt t i 1 AN04M SP OF ANCHORS ELi^VATI f AND DEMON PPII RES CH, T 11N• ON SHEETS -1 OF 6). TYPICAL FOR HEAD. RnA,4L A2 ATTACIIT TO WOOD •2 BY WOOD !. BUCK BY 07HERL PiNE�GY ASYam mw TO THE STRUCTURE. SHALL BE APPROVED BY WJLDW* OffICIAL PRIOR TO WINDOW INSTALLATION. /,'. SMO. YHROItiH METAL. tfbR WIL . .; ... SPACING ANNUMBER or -Aw- R - TO. ELEVATION AND Omw PU MR1M CHART ON SHEET. 1 OF 6. 1 e TYP&L FOR HEAD. = = - — •-r NTY APROVED, MWI S(&C ONUNSERAWIE APPROVAL) DETAIL. A4 AT'PACHBEW TO MULLION (STEEL OR ALUMINUM 1/6" MIN. THICKNESS) FRANCISCO HERNANDEZ FLORIprA �Pp # 813.933 rrrlr.....tW , i HWuh Ptet 33012 Taw d18 H W !V Q N f N DRAWING N0. SH08--01 DATE: 04-02-08 SCALE: 1/2"—f SMELT 2 OF i 2 1/2- MIN. 2 1/2- MIN. 2 1/2- MIN. 4/40 ULTRACON I 114" MIN. EMBEDMENT INTO MASONRY (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURED CHART ON SHEETS I OF 6). TYPICAL FOR SILL ONLY. DETAIL C2 ATTACHMENT TO MASONRY _DETAIL C1 ATTACHNEW TO Pft"Affr SILL tl 01V MAX. NON -NOW OR I" BY WOO B= 2 1/2* MIN. 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY T~ .WUGH I - BY WOOD SUCK OR NON—SHRINK-NON—METALUC GROUT (FOR :!�*N TO ELEVATION AND OF ANZRSPAiCING AND NUMBER DTYPICAL OESIGN ;:r SR7S CHART ON SHEET I OF 8). NLY. &XTAB&q RW AND NUMBER MAX. ANCHOR SPACING AND NUMBER NCHORS REFER TO ELEVATION AND LW,.WJW f'1%CZ-WRf.* WOMI ON SHEETI OF 8). TYPICAL FOR SILL DETAIL C4 ATTACHMENT TOMETAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SMALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO VANOM INSTALLATION. 1,/0* Ulm ormirmAmnu INTO WOOD. (FORMAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET I OF 6). TYPICAL FOR SILL DETAIL Q ATTACHMENT TOWOOD MIAMI-CADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) I II =J 1/4" SMS THROUGH METAL MIN. FOR MAX. AND NUMBER�MS TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET i OF 8). TYPICAL FOR 4iLL DETA101, CS ATTACHMENT TOMULLION (STEEL OR ALUM. 1/8- MIN. THICKNESS) FRANCISCO -HrDIEZ FL90JDA. ff. 51393 1745 W. Rce a n= MOW% do 3=2 Ru (3O.5)U4—"U Faw(305"-51 18 W E-4 U tWls 04 4 4' 2 1/2- MIN. 2 1/2- MIN. 4/40 ULTRACON I 114" MIN. EMBEDMENT INTO MASONRY (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURED CHART ON SHEETS I OF 6). TYPICAL FOR SILL ONLY. DETAIL C2 ATTACHMENT TO MASONRY _DETAIL C1 ATTACHNEW TO Pft"Affr SILL tl 01V MAX. NON -NOW OR I" BY WOO B= 2 1/2* MIN. 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY T~ .WUGH I - BY WOOD SUCK OR NON—SHRINK-NON—METALUC GROUT (FOR :!�*N TO ELEVATION AND OF ANZRSPAiCING AND NUMBER DTYPICAL OESIGN ;:r SR7S CHART ON SHEET I OF 8). NLY. &XTAB&q RW AND NUMBER MAX. ANCHOR SPACING AND NUMBER NCHORS REFER TO ELEVATION AND LW,.WJW f'1%CZ-WRf.* WOMI ON SHEETI OF 8). TYPICAL FOR SILL DETAIL C4 ATTACHMENT TOMETAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SMALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO VANOM INSTALLATION. 1,/0* Ulm ormirmAmnu INTO WOOD. (FORMAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET I OF 6). TYPICAL FOR SILL DETAIL Q ATTACHMENT TOWOOD MIAMI-CADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) I II =J 1/4" SMS THROUGH METAL MIN. FOR MAX. AND NUMBER�MS TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET i OF 8). TYPICAL FOR 4iLL DETA101, CS ATTACHMENT TOMULLION (STEEL OR ALUM. 1/8- MIN. THICKNESS) FRANCISCO -HrDIEZ FL90JDA. ff. 51393 1745 W. Rce a n= MOW% do 3=2 Ru (3O.5)U4—"U Faw(305"-51 18 W E-4 U tWls A__LLL mv"No " SH08-01 DATE; _Qj==-_aL SCALE: 1 2n -1s SHEET 3 OF 6 1/4' MAX. .WAILR1 ATT& TO MASONRY 1/4° MAX, SHIM SPACE 2 BY WOOD MUST BE P TRANSFER 0I1 1 1/2p BY BUILDING WINDOW INS1 MIN. .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 ELEVATION AND DESIGN PRS CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. 1/4' SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. MIAMI—DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) 11 11 iL_Ji DE'T'AIL D4 ATTACHMENT TO MULLION 1/4' MAX. SHIM SPACE BY OTHERS. f ATTACHED TO SYSTEM LOADS BE PROVED AL PRIOR TO 1/4- SMS THROUGH METAL, (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION ARID OEM PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. wbvm 1/4FO" ULTRA 1 1/2" iIK PENETRATION INTO D (FOR . ANCHOR SPACING AND NUMBER 'r°ANCHIORS FER TCNART ON SHEET 1 OF 8). TYPICIi. FREi Sft DETAIL ATTACHMENT TO WOAD DETAIL D3 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/B" MIN. THICKNESS) GLAZING DETAIL .09DUPONT 1/8' HEAT 11/111- HEAT STRENGTHENED STRENGTHENED �r I 1i SILICONEC. TYPICAL JAMB SECTIONS FRANCISCO HERNANDEZ FLORIDA, PCJ 51333 •:4 ti;i;Yrd��:: �s3 • ;• ti}se � rr�rr�{ It@ wwm bdocbft k 3W Plow UX F Nbft 33MA Phi (305084—"U Pmts{301:j828—si i8 a� 0 rn U � W 0 N I N ORAMiNG No. SH08-01 DATE: 04-02-0L SC.#j.E. l nils SHEET 4 OF 6 WINDOW HEIGHT Q ` O �7 A W � W ?� V x .+ a � Z =o M 0 vg of qL FilIdo ani tt�vl5tor,i . _U."' _ SERIES 20M AL Y~.. OR ()oSINGLE HUNG ••'• •- :. . . Aa � O � fly •� � •••�:A2::�1 as Y' -we-•+ EWPACT RESISTANT GLASS = ==•y�--- N 22/25 MATERML LISTFRAME } I -L PRODUCT REVISED • B � � )Plarlaa Do.Ild 0 t8 I Mien pro act I FRANCI$CO: H�IAND KORIQA ;, r ; # 5139 0.8,2 r 2082 a3o4 2.1� t.2ao 1.3t 0.080 -•—� 0.398 D.7s0 0.812 GLAZING BEAT SW -014 HEAD 8083-' 81 SYMEETING� t 2.127 2.314 Q,Ot40 0.�0 0,082 2'� t0. 2.078 --� 2,� 0.812 �-- FRAME SILL FRAME JAMB SASH TOP RAIL SW -82101 SW -011 SW -017 8083 T5 X83—TI3 8083—'i8 I iso 0.892 2Ja0 L 1.000 0SASH BOMM nor .0827+ .1324 L aobo a719 1 os,o �-- SW -43385 RAH. SASH SIDE ITR1MIs PASTA AHQD. D1�P1iOAT MA1`>tRIAI. 1 SW -044 1 FRAME HEAD 8083-T3 2 SWI32101 1 FRAME SILL 8063 -TS 3 SW -011 2 FRAME JAMB 8083 -TS 4 SW4O111 1 ME3:iYN0 RAIL 8Q63—TS RAH. 0�2 8083 78 SASH BOTTON RAH. PLASflC KOCETAL K300 SW -43383 ITR1MIs PASTA AHQD. D1�P1iOAT MA1`>tRIAI. 1 SW -044 1 FRAME HEAD 8083-T3 2 SWI32101 1 FRAME SILL 8063 -TS 3 SW -011 2 FRAME JAMB 8083 -TS 4 SW4O111 1 ME3:iYN0 RAIL 8463-T8 6 SN► -017 1 CISH TOP RAH. 8083 -Tb 8 SW433Q� 1 SASH �TfOM RAIL 808.1-T6 7 SW82028 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAIL 8083-'t!5 9 SW -AS lis REQ ASSEMBLY SCREWS }� 8X1" PH PHH.LIP CRS 1 Q SW8202A 4/1/EM' FACE OLHDES NYLON 11 SW43383 2/VENT LATCH BOTTOM RAN. PLASTIC 12 SIN1820 AS ROD SEAL PILE FELT 13 $W3287 AS ROD Ylf£ATHER STRIP BULB ViNYI. 14 - AS ISD SILICONE DC --1-120Q 1 S SWW101 AS ROD GLAZING BEAD 8083-T8 18 SW340 2 SPH�AI. BALANCE ALUMINUM 17 SW --887 2/VENT LATCH ZINC 18 SW3082 AS RQD WEATHER STRIA BULB VH+IYf. yrs? L 5�1d'YA • A� ..�,i. •..:{ ::{tir'„f rr .tire; ManufaC�ing, Inc. 1748 W. 33►d P� t�elecM, Rterido 3701? FM(305)00-51 18 00 W H N DRAWINB Na. SH08-01 DATE:�2-08- SCAL.E: SHEET 5 OF 6 ' • pRApiTC1`Ap =oj leaBy ME! I MAI is 'A. 1.7w 2280' 1.76fN 2786' 1.760` 'A' w t.260` 1A00' 1.760" 1640' 1280' 1.7w 17801, 1.760` 02W 1 i3or 37W I VW 4200' L 1.780° w v i.z80' 1.180` t.T84° 1' 2.W 1.784° 1764` 1.760" 5260' 1-7w 37!87' w O.C. 4.000` 1.785° y4' .B' 1.1w 1Aw 12W 1.640' 2.780" 1.760" 3280' 1255 %a" CRETE -FLEX SS4 FroaluctCanitW 0.2250 0.635° 0.615" HEAD MARKED p WITH ELCO LOGO AND 'W' 4 0.312" 0.3or ,HEX FLANGE HEAD (HFH) 265" MAJOR DIAMETER . 0.200" ROOT _ i . DIAMETER #14-10 SPECIAL THREAD ANCHOR LENGTH'A' t O.S07A 0.170" 0.2650 MAJOR 0.452" 0.140° V ---THREAD LENGTH'B' DIAMETER HEAD MARKED ` 0.200" ROOTWITj LOGO H E OD D DIAMETER 0.215"ftil F#11440 SPECIAL THREAD PHILLIPS FLAT HEAD (PFH) 2 n -r-O. 0.184@ ANCHOR LENGTH'A' a 0.432" 0.172° , V 0.265" MAJOR 0.�" }--THREAD LENGTH $ DIAMETER t HEAD MARKED t� 0.200" ROOT LOGO WITH 4 DIAMETER a 0.312" 0.215" #i4-10 SPECIAL THREAD 0.30V , HEX WASHER HEAD (HWH) . 11 -OP 0.438" 0.389" HEAD MARKED WITH ELCO LOGO AND "4" • 4 1'-�RIN1 fIT 0„ R V-0" c- #14-10 SPECIAL THREAD 0.265° MAJOR DIAMETER 0.200- ROOT DIAMETER SONRY SCREWS GENERAL NOTES L THIS PRODUCT HAS BEEN DESIGNED & TESTED IN ACCORDANCE WITH THE 2007 AND 2010 FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) AND THE'FOLLOWING STANDARDS: ASTM E488 & TAS 114. Z. ANCHORS ARE MANUFACTURED FROM 410 STAINLESS STEEL AND SHALL HAVE A CORROSION -RESISTANT SIL1fElt-COLORED STALGARD COATING. 3' ANCHOR INSTALLATION SHALL BE MADE IN ACCORDANCE WITH MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS AND THIS NOTICE OF ACCEPTANCE. 4. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, WITH STRENGTH PROPERTIES AS SPECIFIED HEREIN. HOLLOW CONCRETE BLOCK SHALL CONFORM TO ASTM C-90. 5. ANCHORS SHALL NOT BE INSTALLED INTO CRACKED CONCRETE AS DEFINED IN ACI 355.2. 6. ALLOWABLE LOADS TO 3350 PSI MINIMUM CONCRETE SUBSTRATE ARE BASED ON THE ULTIMATE LOADS DIVIDED BY 4. ALLOWABLE LOADS TO. C90 CONCRETE BLOCK ARE BASED ON THE ULTIMATE LOADS DIVIDED BY S. 7. PILOT HOLES SHALL BE DRILLED USING A 7/32" MASONRY DRILL BTT, AND SHALL BE A MINIMUM 1j4" DF,EPERTHAN THE REQUIRED EMBEDMENT DEPTH. 0. ANCHORS NOTED HEREIN HAVE A TENSILE YIELD STRENGTH OF Py a 127.4 W AND A TENSILE ULTIMATE STRENGTH OF Fu m 169.7 !col. ALLOWABLE ANCHOR CAPACITIES: Z 5 0 EMBEDMENT EDGE DISTANCE SPACING TENSION 1" 6" O.C. 160 LB 1" 1-314" $" O.C. 466 LB 2-112" 8" O.C. 480 LB SHEAR 12$ LS 216 LB 268 LB 478 LB 310 LB 460 LB 467 LB 648 LB 310 LS ---_ 0 460 LS 640 LB 1-112" O.C. 101 LB 213 LB 2-112" 3" O.C. 101 LB 247 LB 6" O.C. 244 LB 264 LB * LINEAR INTERPOLATION MAY BE PERFORMED FOR ANCHOR CAPAWM BETWEEN THE ANCHOR SPACINGS LISTED ABOVE. 08 -ECP -0001 1412° O.C. 320 LB 1" 30 O.C. 388 LB 1-314"0"-O.C. 380 LB 1-3/4" ;' ` w O.C. 528 LB 2112" 3"'�O.G.- 6" O.C. 394 LB 6261 LB ,r 1" Soo! LB 2-112" r°$ ° 8°'O:C. 860 LIQ 6s O.C.._ l36tgv. SHEAR 12$ LS 216 LB 268 LB 478 LB 310 LB 460 LB 467 LB 648 LB 310 LS ---_ 0 460 LS 640 LB 1-112" O.C. 101 LB 213 LB 2-112" 3" O.C. 101 LB 247 LB 6" O.C. 244 LB 264 LB * LINEAR INTERPOLATION MAY BE PERFORMED FOR ANCHOR CAPAWM BETWEEN THE ANCHOR SPACINGS LISTED ABOVE. 08 -ECP -0001