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BP-05-913
BUILDING PERMIT APPLICAT FBC 2001 Permit Type (circle): City fa( v&)l l S 140 rte Sstat Contractor's Company Name Contractor's Address Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 'F-- (- Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 52 N v E c. Permit No. 151 5-6 ) 3 Master Permit lo. .3 i Phone # Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple s s PAN CUS Phone # Owner's Address `j Z- S N l> q - $ j . City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # WO 0 C $ Value of Work For this Permit - /J J C.JI.JCJ Type of Work: ['Addition DAlteration ew ❑ Repair/Replace e 1 Ir � 1 � — / Wild CA 1 S h rc er 3 t ' lal ) ad U t dOVQ 000 t �Z Describe Work: Submittal Fee $ ****************************F * ** Permit Fee $ Z ‘0--z,) \ CCF $ 3 CO /CC. ISO , OD Notary $5 - C Training/Education Fee $ 0 - 0 3 Technology Fee $�7 Scanning $ « 90 r CO Radon $ Zoning Code Enforcement $ Total Fee Now Due $ 1 812_ (Continued on opposite side) Square Footage Of Work: Structural Plan Review. $ 5'0 e grb FEB 0 8 PAID Bond $ 10 ❑ Demolition OO r,S Inspection Number: INSP- 27570 Permit Number: BP2005 -913 Inspection Date: 09/25/2006 Inspector: Desharnis, George Owner: Job Address: 525 92 Street NE Project: <NONE> HOMES, LLC, OM Miami Shores Village, FL 33138- Contractor: HOME OWNER Comments Friday, September 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 sEP 2 5 IL Block: Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Page 1 of 2 Passed Inspector Comments ri ---t_ °z 6 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP- 27570 Permit Number: BP2005 -913 Inspection Date: 09/25/2006 Inspector: Desharnis, George Owner: Job Address: 525 92 Street NE Project: <NONE> HOMES, LLC, OM Miami Shores Village, FL 33138- Contractor: HOME OWNER Comments Friday, September 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 sEP 2 5 IL Block: Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Page 1 of 2 Inspection Date: 09/19/2006 Inspector: Desharnis, George Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Monday, September 18, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 2 0 2006 Block: Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Page 1 of 2 Passed Inspector Comments ---°'"-' , r( e Failed Q( j mow' 7 if zi. 6 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/19/2006 Inspector: Desharnis, George Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Monday, September 18, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 2 0 2006 Block: Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Page 1 of 2 Inspection Nu INSP -8124 Permit Number: PL -1 - ©6 -227 Inspection Date: 08/23/2006 Inspector: Levrack, James Owner: Job Address: 525 92 Street NE Project: HOMES, LLC, OM Miami Shores Village, FL <NONE> 2 4 REC'D Contractor: THE NEW MIAMI SHORES PLUMBING Building Department Comments Tuesday, August 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ST2(04 a Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Phone: 786- 553 -5424 Page 1 of 2 Passed Inspecto Comments p Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Nu INSP -8124 Permit Number: PL -1 - ©6 -227 Inspection Date: 08/23/2006 Inspector: Levrack, James Owner: Job Address: 525 92 Street NE Project: HOMES, LLC, OM Miami Shores Village, FL <NONE> 2 4 REC'D Contractor: THE NEW MIAMI SHORES PLUMBING Building Department Comments Tuesday, August 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ST2(04 a Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Phone: 786- 553 -5424 Page 1 of 2 wiue 4' 4 RECO Passed Inspector Comments a ee " eC,ff a", if' � �'� `�°� % % Failed o A V2 4 .4P,7", e e l / °Le m 17 &' X/4410° �G f 6 dii 0e ,-- 2 A ,Lit9i t , 1 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until inspection Number INSP -7575 Inspection Date: 08/23/2006 Inspector: Devaney, Michael Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Contractor: EFJ ELECTRICAL CONTRACTOR Miami Shores Village, FL Building Department Comments Tuesday, August 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AUG 2 Permit Number: EL-1 CI -'I Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: tW2mSiD Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Phone: (305)793 -3263 Page 2 of 2 Inspection Date: 05/18/2006 Inspector: Grande, Claudio Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Contractor: HOME OWNER Building Department Comments Wednesday, May 17, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Deck Work Classification: Alteration Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Page 2 of 2 ( 4 Passed I /7 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/18/2006 Inspector: Grande, Claudio Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Contractor: HOME OWNER Building Department Comments Wednesday, May 17, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Deck Work Classification: Alteration Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Page 2 of 2 Inspection Date: 05/18/2006 Inspector: Grande, Claudio Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Contractor: HOME OWNER Building Department Comments Wednesday, May 17, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 tax 1 B en Permit Type: Residential Construction Inspection Type: Window Door Attachment Work Classification: Alteration Block: Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Page 1 of 2 Passed / I nspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/18/2006 Inspector: Grande, Claudio Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Contractor: HOME OWNER Building Department Comments Wednesday, May 17, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 tax 1 B en Permit Type: Residential Construction Inspection Type: Window Door Attachment Work Classification: Alteration Block: Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Page 1 of 2 Inspection Date: 05/01/2006 Inspector: Grande, Claudio Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor. HOME OWNER Building Department Comments Thursday, April 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon 305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Drywall Screw Work Classification: Alteration Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Page 2 of 2 Passed j l °V Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/01/2006 Inspector: Grande, Claudio Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor. HOME OWNER Building Department Comments Thursday, April 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon 305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Drywall Screw Work Classification: Alteration Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Page 2 of 2 Inspection Date: 04/25/2006 Inspector: Grande, Claudio Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Monday, April 24, 2006 Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Alteration Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Page 2 of 2 Passed / > // Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 04/25/2006 Inspector: Grande, Claudio Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Monday, April 24, 2006 Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Alteration Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Page 2 of 2 Signature 4. 4 NOTAR Sign: Print: My Commissi * * * ** * ** APPLICATION APPROVED BY: chc 05/13/03 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the -absence of such posted notice, the inspection will not be a roved and a reinspection ee will be charged Owner or Agent The foregoing instrument was acknowledged before me this 2-7 day ofJ A t' , 20C.xc b 1 N }'Qp�/�� who is personally known to me or who has produced As identification who did take an oath. I P ; LIC: MI _./ i ' �'- I Exp es: Signature Contractor The foregoing instrument was acknowledged before me this day of ,20by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: **************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTICE OF CQMMENCEMEN i A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME O FIRST INSPECTION PERMIT NO,I p 2 QUS -/ 1 �r)TAY, FOLIO NO 11 2O &'01 +' 1t'o STATE GF FLORIDA: COUNT OF MIAMI -DPDE: THE UNDERSIGNED nereDy gives notice tnat improvements will De made to certain real property. and in accoraance with Chanter 713, F!onoa Statutes, the TOIIDWIfO Information is provided In this Notice of Commencement. 1. Legal description of property and street/address: 1�11�M1 I ,i 10 3 '4t Pt f t 10 p ly 3i or puv,t 1? GOB+ do 111 t ' /�tt7 �� 4oU.41''(� ! fi L... 2. Description of improvement:, L 1.4Otz• ! 44 4IA11 oN, fs'J t 1Z4. E. 4, Fop L. 4E�W tHPA►Gi• J 1tt ' t 3 3. Owner(s) name and address: 0f4 L•1•A• i4f interest in property: LL �y!! Name aand� address of fee simple titleholder:( H .*18 L4. 4. Contractors name and adaress: 5. Surety: (Payment bond reouired by owner trom contractor, if any) Name and adaress: Amount of bond $ 6. Lenders name and adaress: 7. Persons within the state of Florioa designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statute�s, �! Name and address: �L1' t*'fd A. • }'111,,(.0. !vim .J ie 8. In addition to himself. Owners designates the following person(s) to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: g Expiration date of this Notice of Commencement: (the expiration d fferent_ date s spepified) Sionature of Owne- Print Owners NamL 4/lr 41 Ij'i ✓ Sworn to anc suosc F'rir. Notar.t; Ivaco= IVI\ co nmiss:or. exDirs CAmn # t'D 292267 BOn.1eUb, ir]Wr, ,lNomiyAss,,. p 2 t �L 4 IMTNESS my hand HARVEY RUV ! , C e; : % Chwrd Cants I IIIIII II11I NhI1 Mll I81I IIIII IIII1 X11 III1 CFN 200680234332 OR Bk 24291 Pe 1848► (last RECORDED 1]3/106/21 1106 12:09:06 HARVEY RUVIN, CLERK OF COURT MIAMI —GAGE COUNTY, FLORIDA LAST PA6E date is 1 year trom the date of recording unless a �Pr� pared D} 17 6 Acores: �P 1 L IT �j • 1'c 1 Issue Date: 2/8 /2006 Owner's Name: OM HOMES, LLC Permit Type: Residential Construction Work Classification: Alteration Job Address: 525 92 Street NE Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 08/31/2006 Contractor(s) HOME OWNER Phone Primary Contractor Yes Comments: ADDITION OF MASTER BEDROOM & BATHROOM ENLARGE FAMILY ROOM NEW KITCHEN NEW NC NEW WINDOWS THROUGHOUT Additional Information Type of Construction: REMODELING Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: 12/15/2005 Occupancy: Single Family Exterior. Rear Setback: Right Setback: Bathrooms: 3 Certificate Status: Additional Info: KITCHEN In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Certificate of Completion Fee Education Surcharge Notary Fee Permit Fee - Additions /Alterations Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $30.00 $150.00 $10.00 $5.00 $1,500.00 $50.00 $90.00 $37.50 $1,872.50 Building Department File Copy Parcel #: Block: Section: Invoice Number Amt Due RC - 2 - 06 - 23793 $1,872.50 TotalFE 0 8 PAID C 4 c �-- Total Square Feet: 550 Total Valuation: $ 50,000.00 Required Inspections Footing Stem WaII Footer Density Termite Letter Slab Fill Cells Columns Second Floor Slab Spot Survey Tie Beam Bond Beam Second Floor Tie Bond Beam Rake Beam Special Inspection Letter Trusses Plan Submittal Floor Trusses Roof Trusses Roof Sheathing Wall Sheathing Window and Door Buck Wire Lathe Window Door Attachment Framing Insulation Drywall Screw Final PE Certification Shutter Attachment Shutter Final Final RI ildin Permit Status: APPROVED Permit Number: BP2005 -913 Phone: (305)758 -0775 1132060141130 Lot PB: Amt Paid $1,872.50 $1,872.50 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Component Btuh/ft Btuh % of load Walls 3.2 4045 12.2 Glazing 52.4 18299 55.2 Doors 12.0 479 1.4 Ceilings 0.7 1182 3.6 Floors 0.0 0 0.0 Infiltration 0.5 780 2.4 Ducts 5149 15.5 Ventilation 858 2.6 Internal gains 2350 7.1 Blower 0 0.0 Adjustments 0 Total 33142 100.0 Component Btuh /ft Btuh % of load Walls 3.2 4045 14.8 Glazing 27.8 9720 35.6 Doors 7.8 312 1.1 Ceilings 0.7 1191 4.4 Floors 0.0 5486 20.1 Infiltration 1.2 1990 7.3 Ducts 3413 12.5 Piping 0 0.0 Humidification 0 0.0 Ventilation 1152 4.2 Adjustments 0 Total 27308 100.0 Location: Miami, Int'I AP, FL, US Elevation: 13 ft Latitude: 26 °N Outdoor: Dry bulb ( °F) Daily range °F) Wet bulb ( °F) Wind speed (mph) Overall U -value = 0.305 Btuh /ft °F Data entries checked. Building Analysis Entire House FLOW -TECH AIR CONDITIONING CORP. 7023 SW 13th Terrace, Miami, FL 33144 Phone: 305 264-5051 Fax: 305 264-5918 ro ect Informatio For: 0 M Homes 525 NE 92nd Street, Miami Shores, Fl n esi onditio .s Heating 50 15.0 Cooling 90 77 (L ) 7.5 eati n • Indoor: Heating Indoor temperature ( °F) 70 Design TD ( °F) 20 Relative humidity ( %) 30 Moisture difference (gr/Ib) -10.2 Infiltration: Method Simplified Construction quality Average Fireplaces 0 Glazing wnghtsoft Right -Suite Residential 5.9.56 RSR28213 AC..0 K G:\FTdocs \Wrightson HVAC\ProJect\O M Homes 525 NE 92 ST (Frank Diaz).rrp Calc = MJ8 Oriented Ventilation Ducts Job: Date: 03/20/06 By: Cooling g 5 50 55.7 Coorin. on Walls Ventil emal Gains Ducts Infiltration Ceilings Other 2006 - Mar -20 18:25:51 Page 1 `I CRM'600A -2001 ,FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCT Florida Department of Community Affairs Residential Whole Building Performance Meth Project Name: Om House 1 Address: 525 NOORTHEAST 92ND. AVE. City, State: MIAMI SHORES, FL 33318 -0000 Owner: Climate Zone: South I. New construction or existing 2. Single family or multi- family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a v orst case? 6. Conditioned floor area (ft 7. Glass area & type a. Clear glass, default U- factor b. Default tint c. i.abeled 1 J c : SHGC 8. Floor types a. Siab On- .trade Edge Insulation N/A c N/A 9. Wall types a. Concrete, Ext Insul, Exterior b. N/A c. N/A d N/A e. N/A 10. Ceiling types a. Under :.tttc h;1 /A c 1/A I1. °)ucts a. `1up: Unc. Ret: Con. AH: Interior b. ., /A r Single Pane 0.0 ft 435.2 ft 0.0 ft I hereby certify that the plans and specificaticns covered by this calculation are in compliance with the Fie, ida Energy Code. PR`vPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER /AGENT: DATE: New Single family 1 3 No 2111 ft Double Pane 0.0 ft 0.0 ft 0.0 ft R =0.0, 246.0(p) ft R=4.1, 1715.3 ft R =19.0, 2111.0 ft Sup. R =6.0, 39.0 ft - 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A Glass /Floor Area: 0.21 Total as -built points: 29835 Total base points: 32754 c. Conservation credits (HR -Heat recovery, Solar DHP- Dedic< led heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) r'.r ?r ayGaug v (`drrs&or: FLRCPB ti'3.3O) Builder: Permitting Office: Permit Number: 5 19-05 13 Jurisdiction Number: 232600 PASS Cap: 29.3 kBtu/hr SEER: 12.00 Cap: 29.3 kBtu/hr SEER: 12.00 •••• • • -• •WO. -• - •-•- -- •• • •••• Review of the plans and specifications covered by this calculation indicates compliance.. with the Florida Energy Code . • • • Before construction is compitleflp this ouilding will be inspected•for•• cc,ntpliance with Section 553M/ Florid Statutes. • • • BUILDING OFFIC A : • DATE: f /b4 Cap: 27.2 kBtu/hr COP: 1.00 Cap: 85.0 gallons _ EF: 0.90 CF, I BASE I AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type /SC Overhang Ornt Len Hgt Area X SPM X SOF = Points .18 2111.0 32.50 12349.4 Single, Tint W 1.8 4.7 9.5 58.39 0.83 461.4 Single, Tint N 1.8 5.7 25.2 29.33 0.92 676.3 Single, Tint W 1.8 5.7 25.2 58.39 0.88 1292.1 Single, Tint W 1.8 4.7 9.5 58.39 0.83 461.4 Single, Tint W 1.8 5.7 20.8 58.39 0.88 1066.5 Single, Tint N 1.8 4.5 9.8 29.33 0.88 252.9 Single, Tint W 1.8 4.7 19.0 58.39 0.83 922.7 Single, Tint W 1.8 4.7 6.3 58.39 0.83 306.0 Single, Tint S 1.8 4.7 19.8 55.34 0.76 833.6 Single, Tint S 1.8 8.5 64.8 55.34 0.92 3294.4 Single, Tint S 1.8 8.5 90.3 55.34 0.92 4590.8 Single, Tint W 1.8 4.5 27.0 58.39 0.82 1293.8 Single, Tint W 1.8 4.5 12.0 58.39 0.82 575.0 Single, Tint W 1.8 5.5 36.0 58.39 0.87 1828.9 Single, Tint W 1.8 5.5 16.0 58.39 0.87 812.9 Single, Tint N 1.8 5.5 36.0 29.33 0.91 960.9 Single, Tint N 0.0 0.0 8.0 29.33 1.00 234.6 As -Built Total: 435.2 19863.9 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Ext Insul, Exterior 4.1 1715.3 1.43 2444.3 Exterior 1715.3 2.70 4631.3 Base Total: 1715.3 4631.3 As -Built Total: 1715.3 2444.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 21.0 2.60 54.6 Exterior Wood 21.0 9.40 197.4 Exterior 21.0 6.40 134.4 Adjacent Wood 21.0 3.80 79.8 •••• • • Base Total: 42.0 189.0 As -Built Total: 42.0• • • •••• 277.2 CEILING TYPES Area X BSPM = Points Type R -Value Area X, PM X CM = Points Under Attic 2111.0 2.80 5910.8. Under Attic 19.0 214,.5 .•..., '852.9 •••• • • Base Total: 2111.0 5910.8 As -Built Total: 211 " .0 • ••• • • ••••• 'FORM' 600A -2001 SUMMER CALCULATIONS 'Residential Whole Building Performance Method A - Details I ADDRESS: 525 NOORTHEAST 92ND. AVE., MIAMI SHORES, FL, 33318 -0000 PERMIT #: EaergyGauge® DCA Form 600A -2001 EnergyGaugeG /FIaRES'20C 1 FLRCPB v3.30 • • • • • • • • • •• • • • ,• • ••• • •• . • . • I •6•••• • ••• . • • • • • •• • FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 525 NOORTHEAST 92ND. AVE., MIAMI SHORES, FL, 33318 -0000 PERMIT #: EnergyGauge DCA Form 600A-4201 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 ••. • • • • • •• • • • • •• • •••• • • • •• • • • • • •• •• • •••• • • • ••• • • • • • •• • •• • • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • •• • BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 246.0(p) -20.0 0.0 0.00 - 4920.0 0.0 - 4920.0 Slab -On -Grade Edge Insulation 0.0 As -Built Total: 246.0(p 246.0 -20.00 - 4920.0 - 4920.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 2111.0 18.79 39665.7 2111.0 18.79 39665.7 Summer Base Points: 57826.1 Summer As -Built Points: 65184.1 Total Summer X System = Points Multiplier Cooling Points Total X Component Cap X Duct X System X Credit = Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Cooling Points 57826.1 0.4266 24668.6 65184.1 65184.1 65184.1 0.500 (1.067 x 1.165 x 0.90) 0.284 0.500(1.00 x 1.165 x 1.00 0.284 1.00 1.119 0.284 0.950 0.950 0.950 9843.3 9843.3 19686.6 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 525 NOORTHEAST 92ND. AVE., MIAMI SHORES, FL, 33318 -0000 PERMIT #: EnergyGauge DCA Form 600A-4201 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 ••. • • • • • •• • • • • •• • •••• • • • •• • • • • • •• •• • •••• • • • ••• • • • • • •• • •• • • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • •• • BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Ornt Len Hgt Area X WPM X WOF = Points .18 2111.0 2.36 896.8 Single, Tint W 1.8 4.7 9.5 5.65 1.00 53.7 Single, Tint N 1.8 5.7 25.2 6.11 0.99 152.3 Single, Tint W 1.8 5.7 25.2 5.65 1.00 142.2 Single, Tint W 1.8 4.7 9.5 5.65 1.00 53.7 Single, Tint W 1.8 5.7 20.8 5.65 1.00 117.4 Single, Tint N 1.8 4.5 9.8 6.11 0.99 59.0 Single, Tint W 1.8 4.7 19.0 5.65 1.00 107.4 Single, Tint W 1.8 4.7 6.3 5.65 1.00 35.6 Single, Tint S 1.8 4.7 19.8 4.79 1 07 101.2 Single, Tint S 1.8 8.5 64.8 4.79 1.01 313.1 Single, Tint S 1.8 8.5 90.3 4.79 1.01 436.2 Single, Tint W 1.8 4.5 27.0 5.65 1.00 152.7 Single, Tint W 1.8 4.5 12.0 5.65 1.00 67.9 Single, Tint W 1.8 5.5 36.0 5.65 1.00 203.2 Single, Tint W 1.8 5.5 16.0 5.65 1.00 90.3 Single, Tint N 1.8 5.5 36.0 6.11 0.99 217.5 Single, Tint N 0.0 0.0 8.0 6.11 1.00 48.9 As -Built Total: 435,2 2352.4 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Ext Insul, Exterior 4.1 1715.3 0.44 746.2 Exterior 1715.3 0.60 1029.2 Base Total: 1715.3 1029.2 As -Built Total: 1715.3 746.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.0 1.30 27.3 Exterior Wood 21.0 2.80 58.8 Exterior 21.0 1.80 37.8 Adjacent Wood 21.0 1.90 39.9 • • Base Total: 42.0 65.1 As -Built Total: 12.0. • • •••• 98.'i CEILING TYPES Area X BWPM = Points Type R -Value Area xWPM X V1iCN Points Under Attic 2111.0 0.10 211.1 Under Attic 19.0 21.1 • d" Q.14 X :.g;1 . 295.5 •••• • • Base Total: 2111.0 211.1 As -Built Total: • 21110 • • • • • • 295.5 FORM 600A -2001 WINTER CALCULATIONS 'Residential Whole Building Performance Method A - Details I ADDRESS: 525 NOORTHEAST 92ND. AVE., MIAMI SHORES, FL, 33318 -0000 PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIL RES'2001 FLRCPB v3.30 • • • • • • •• •••• • • • • •••• • • • • • •• • • ••• • • • • • •• • BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 246.0(p) -2.1 Raised 0.0 0.00 Base Total: -516.6 0.0 -516.6 Slab -On -Grade Edge Insulation 0.0 246.0(p As -Built Total: 246.0 -2.10 -516.6 -516.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 2111.0 -0.06 -126.7 2111.0 -0.06 -126.7 Winter Base Points: 1558.9 Winter As -Built Points: 2849.5 Total Winter X System = Points Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Credit = Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points ■ 1558.9 0.6274 978.0 2849.5 2849.5 1.000 1.00 (1.085 x 1.137 x 0.91) 1.000 1.123 1.000 1.000 1.000 3198.9 3198.9 1ORM -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 525 NOORTHEAST 92ND. AVE., MIAMI SHORES, FL, 33318 -0000 PERMIT #: EnergyGaugelm DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 • • • • .... • .. .. • .. . . • • • • .. • .... • • • . •• • • • • • .. • • • ... • .. .. • • • • • • .. • • • • • • • • •••• • • • • • .. • • ... • .. .. • BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2369.00 AS -BUILT 85.0 0.90 As -Built Total: 3 1.00 2316.36 1.00 6949.1 6949.1 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 24669 978 7107 32754 19687 3199 6949 29835 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2369.00 7107.0 85.0 0.90 As -Built Total: 3 1.00 2316.36 1.00 6949.1 6949.1 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 525 NOORTHEAST 92ND. AVE., MIAMI SHORES, FL, 33318 -0000 PERMIT #: PASS EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 •.• • • • ••• • •. • •• • .••• • • • • • •• • • • • •••• • • • • • • •••• • • • •• • • • • • • •• •• •• • • • • • • • • • •••• • • • • •• • • • • • •• • • ••• • • • • • •• • ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD I. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 85.1 The higher the score, the more efficient the home. , 525 NOORTHEAST 92ND. AVE., MIAMI SHORES, FL, 33318 -0000 Single Pane 0.0 ft 435.2 ft 0.0 ft New _ 12. Cooling systems Single family _ a. Central Unit Cap: 29.3 kBtu/hr _ 1 _ SEER: 12.00 _ 3 _ b. Central Unit Cap: 29.3 kBtu/hr _ No _ SEER: 12.00 _ 2111 ft c. N/A Double Pane - 0.0 ft _ 13. Heating systems 0.0 ft _ a. Electric Strip Cap: 27.2 kBtu/hr _ 0.0 ft _ COP: 1.00 - b. N/A c. N/A R =0.0, 246.0(p) ft R=4.1, 1715.3 ft 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) R =19.0, 2111.0 ft 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, Sup. R =6.0, 39.0 ft _ MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: • • • • • •• • • Cap: 85.0 gallons _ EF: 0.90 CF, • • City/FL Zip: • •••• ••• • • • • • *NOTE: The home's estimated energy performance score is only available through the FLA /RES •• mp itf r progra z. • This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyNar ' your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Evergy.Gaugelict,tw Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsecarcT e'u for • • • • information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building • • • Construction, contact the Department of Community Affahiattrg504geirk Vlersion: FLRCPB v3.30) • • • • • Summary Energy Code Results 525 NOORTHEAST 92ND. AVE. MIAMI SHORES, FL 33318 -0000 Residential Whole Building Performance Method A Project Title: Om House 1 • PASS e- Ratio: 0.91 EnergyGauge®(Version: FLRCPB v3.30) • • • •• • • •••• • • •• •• •• • •• Code Only Professional Version Climate: South 6/13/2005 • •••• • • • • • •• • • • • • • • ••• • • • • • • • • • • .• • • •••I • • • • • •••• • • • • • •• • • ••• • • •• •.• Energy Use Base As -Built Cooling: Heating: Hot Water: Total: 24669 points 978 points 7107 points 32754 points Cooling: Heating: Hot Water: Total: 19687 points 3199 points 6949 points 29835 points... Summary Energy Code Results 525 NOORTHEAST 92ND. AVE. MIAMI SHORES, FL 33318 -0000 Residential Whole Building Performance Method A Project Title: Om House 1 • PASS e- Ratio: 0.91 EnergyGauge®(Version: FLRCPB v3.30) • • • •• • • •••• • • •• •• •• • •• Code Only Professional Version Climate: South 6/13/2005 • •••• • • • • • •• • • • • • • • ••• • • • • • • • • • • .• • • •••I • • • • • •••• • • • • • •• • • ••• • • •• •.• Building Loads Base As -Built Summer: Winter: Hot Water: Total: 57826 points 1559 points 6254 points 65639 points Summer: Winter: Hot Water: Total: 65184 points 2850 points 6254 points 74288 points Summary Energy Code Results 525 NOORTHEAST 92ND. AVE. MIAMI SHORES, FL 33318 -0000 Residential Whole Building Performance Method A Project Title: Om House 1 • PASS e- Ratio: 0.91 EnergyGauge®(Version: FLRCPB v3.30) • • • •• • • •••• • • •• •• •• • •• Code Only Professional Version Climate: South 6/13/2005 • •••• • • • • • •• • • • • • • • ••• • • • • • • • • • • .• • • •••I • • • • • •••• • • • • • •• • • ••• • • •• •.• COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. ( COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 525 NOORTHEAST 92ND. AVE., MIAMI SHORES, FL, 33318 -0000 PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST - OTHER PRESCRIPTIVE MEASURES must be met or exceeded b all residences. EnergyGaugeT"' bCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 • • • • • •• • • ••• • • • •••• • • • •• • • •••• • • • • •••• • ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • •••• • • • • •••• • • • • •• • • ••• • • • • • •• • FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 525 NOORTHEAST 92ND. AVE., MIAMI SHORES, FL, 33318 -0000 PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST - OTHER PRESCRIPTIVE MEASURES must be met or exceeded b all residences. EnergyGaugeT"' bCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 • • • • • •• • • ••• • • • •••• • • • •• • • •••• • • • • •••• • ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • •••• • • • • •••• • • • • •• • • ••• • • • • • •• • • •• • • •••• • • • •• • •• •• • • •••• • • • . • • •• • • • • •••• • • • • •••• • • ••• • • •• • • • •■••• • • • •••• • ••• 1 • • • • • • •• •• .. • • • • • • • • • .. FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Om House 1 Address: 525 NOORTHEAST 92ND. AVE. City, State: MIAMI SHORES, FL 33318 -0000 Owner: Climate Zone: South 1. New construction or existing New _ 2. Single family or multi- family Single family _ 3. Number of units, if multi- family 1 _ 4. Number of Bedrooms 3 _ 5. Is this a worst case? No 6. Conditioned floor area (ft 2111 ft 7. Glass area & type Single Pane Double Pane a. Clear glass, default U- factor 0.0 ft 0.0 ft b. Default tint 435.2 ft 0.0 ft c. Labeled 11 or SHGC 0.0 ft 0.0 ft 8. Floor types a. Slab -On -Grade Edge Insulation R =0.0, 246.0(p) ft b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior R =4.1, 1715.3 ft _ b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=19.0,2111.0 ft _ h. N/A c. N/A II. Ducts a. Sup: Unc. Ret: Con. AH: Interior Sup. R =6.0, 39.0 ft b. N/A DATE: Glass /Floor Area: 0.21 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER /AGENT: Total as -built points: 29835 Total base points: 32754 Builder: Permitting Office: Permit Number: Jurisdiction Number: 232600 12. Cooling systems a. Central Unit Cap: 29.3 kBtu/hr SEER: 12.00 _ b. Central Unit Cap: 29.3 kBtu/hr SEER: 12.00 _ c. N/A 13. Heating systems a. Electric Strip Cap: 27.2 kBtu /hr _ COP: 1.00 b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, • • MZ- C- Multizone cooling, MZ- H- Multizone heating) BUILDING OFFICIAL: DATE: EnergyGaugen (Ve i- t_RCPB v3.30) • • • • • • • •••• • • •••• PASS' • • • • • Review of the plans and : • specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Flcrida Statutes. Cap: 85.0 gallons _ EF: 0.90 ••• • • • •••• • •• • • • • • • • • •• • • • • • VW • •••• •••• CF, •r • • • • i -.. s.' • • • •� • BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type /SC Overhang Ornt Len Hgt Area X SPM X SOF = Points .18 2111.0 32.50 12349.4 Single, Tint W 1.8 4.7 9.5 58.39 0.83 461.4 Single, Tint N 1.8 5.7 25.2 29.33 0.92 676.3 Single, Tint W 1.8 5.7 25.2 58.39 0.88 1292.1 Single, Tint W 1.8 4.7 9.5 58.39 0.83 461.4 Single, Tint W 1.8 5.7 20.8 58.39 0.88 1066.5 Single, Tint N 1.8 4.5 9.8 29.33 0.88 252.9 Single, Tint W 1.8 4.7 19.0 58.39 0.83 922.7 Single, Tint W 1.8 4.7 6.3 58.39 0.83 306.0 Single, Tint S 1.8 4.7 19.8 55.34 0.76 833.6 Single, Tint S 1.8 8.5 64.8 55.34 0.92 3294.4 Single, Tint S 1.8 8.5 90.3 55.34 0.92 4590.8 Single, Tint W 1.8 4.5 27.0 58.39 0.82 1293.8 Single, Tint W 1.8 4.5 12.0 58.39 0.82 575.0 Single, Tint W 1.8 5.5 36.0 58.39 0.87 1828.9 Single, Tint W 1.8 5.5 16.0 58.39 0.87 812.9 Single, Tint N 1.8 5.5 36.0 29.33 0.91 960.9 Single, Tint N 0.0 0.0 8.0 29.33 1.00 234.6 As -Built Total: 435.2 19863.9 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Ext Insul, Exterior 4.1 1715.3 1.43••• 2444.3 Exterior 1715.3 2.70 4631.3 •• • •••• • • • • • Base Total: 1715.3 4631.3 As -Built Total: 1713.3;" " • "�$4'4�� DOOR TYPES Area X BSPM = Points Type • WiL*a• X SPD/I' •= Points •••. •• Adjacent 21.0 2.60 54.6 Exterior Wood 2f.p• • : 9.44 • • • • 1•97•4 Exterior 21.0 6.40 134.4 Adjacent Wood 2t.0 MC" "Aft • • • • • •••• • Base Total: 42.0 189.0 As -Built Total: 42.0 • • :;77.1 • • ••• CEILING TYPES Area X BSPM = Points Type R -Value • Area( SPM X• • OM rirreT Points Under Attic 2111.0 2.80 5910.8 Under Attic 19.0 2111.0 3.72 X 1.00 7852.9 Base Total: 2111.0 5910.8 As -Built Total: 2111.0 7852.9 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 525 NOORTHEAST 92ND. AVE., MIAMI SHORES, FL, 33318 -0000 PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 246.0(p) -20.0 - 4920.0 Raised 0.0 0.00 0.0 Base Total: - 4920.0 Slab -On -Grade Edge Insulation 0.0 246.0(p -20.00 As -Built Total: 246.0 - 4920.0 - 4920.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 2111.0 18.79 39665.7 2111.0 18.79 39665.7 • Summer Base Points: 57826.1 Summer As -Built Points: 65184.1 • Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Cooling Points 57826.1 0.4266 24668.6 65184.1 0.500 (1.067 x 1.165 x 0.90) 0.284 0.950 65184.1 0.500(1.00 x 1.165 x 1.00 0.284 0.950 65184.1 1.00 1.119 0.284 0.950 9843.3 9843.3 19686.6 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 525 NOORTHEAST 92ND. AVE., MIAMI SHORES, FL, 33318 -0000 PERMIT #: EnergyGauge DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 .•.. • • • • •••• • .. • •. • •••• • • • •• • • • • • •• • • • • • • • • • • •• •• • .. • • ••.• • • • •• •• • • • • • • • • • • •••• • • • • •••• • • • • • •• • • ••• • • • • • I BASE 1 AS -BUILT 1 GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Ornt Len Hgt Area X WPM X WOF = Points .18 2111.0 2.36 896.8 Single, Tint W 1.8 4.7 9.5 5.65 1.00 53.7 Single, Tint N 1.8 5.7 25.2 6.11 0.99 152.3 Single, Tint W 1.8 5.7 25.2 5.65 1.00 142.2 Single, Tint W 1.8 4.7 9.5 5.65 1.00 53.7 Single, Tint W 1.8 5.7 20.8 5.65 1.00 117.4 Single, Tint N 1.8 4.5 9.8 6.11 0.99 59.0 Single, Tint W 1.8 4.7 19.0 5.65 1.00 107.4 Single, Tint W 1.8 4.7 6.3 5.65 1.00 35.6 Single, Tint S 1.8 4.7 19.8 4.79 1.07 101.2 Single, Tint S 1.8 8.5 64.8 4.79 1.01 313.1 Single, Tint S 1.8 8.5 90.3 4.79 1.01 436.2 Single, Tint W 1.8 4.5 27.0 5.65 1.00 152.7 Single, Tint W 1.8 4.5 12.0 5.65 1.00 67.9 Single, Tint W 1.8 5.5 36.0 5.65 1.00 203.2 Single, Tint W 1.8 5.5 16.0 5.65 1.00 90.3 Single, Tint N 1.8 5.5 36.0 6.11 0.99 217.5 Single, Tint N 0.0 0.0 8.0 6.11 1.00 48.9 As -Built Total: 435.2 2352.4 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Ext Insul, Exterior 4.1 1715.3 0.44 • • • • 746.2 Exterior 1715.3 0.60 1029.2 • �' "" • • •••• • • •• • • • • Base Total: 1715.3 1029.2 As -Built Total: 17153;" •• • •rf4el DOOR TYPES Area X BWPM = Points Type •Ar'e'd • X WPM • .= •••• • •• Points Adjacent 21.0 1.30 27.3 Exterior Wood "•r: 2.8(j "513% Exterior 21.0 1.80 37.8 Adjacent Wood 21'.0" I'M' • • • • • `31.9 • • Base Total: 42.0 65.1 As -Built Total: 42.0 • • • , 98.7 • • .. .. CEILING TYPES Area X BWPM = Points Type R -Value Area X• WTM X+r% Points Under Attic 2111.0 0.10 211.1 Under Attic 19.0 2111.0 0.14 X 1.00 295.5 Base Total: 2111.0 211.1 As -Built Total: 2111.0 295.5 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 525 NOORTHEAST 92ND. AVE., MIAMI SHORES, FL, 33318 -0000 PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCPB v3.30 BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 246.0(p) -2.1 -516.6 Raised 0.0 0.00 0.0 Base Total: -516.6 Slab -On -Grade Edge Insulation 0.0 246.0(p -2.10 As -Built Total: 246.0 -516.6 -516.6 • INFILTRATION Area X BWPM = Points Area X WPM = Points 2111.0 -0.06 -126.7 2111.0 -0.06 -126.7 Winter Base Points: 1558.9 Winter As -Built Points: 2849.5 Total Winter X System = Heating Points Multiplier Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 1558.9 0.6274 978.0 2849.5 1.000 (1.085 x 1.137 x 0.91) 1.000 1.000 2849.5 1.00 1.123 1.000 1.000 3198.9 3198.9 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 525 NOORTHEAST 92ND. AVE., MIAMI SHORES, FL, 33318 -0000 PERMIT #: EnergyGaugem DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 •• • • • • •••• • • • • •• • •••• • • • • • •• • • •••• •• • • • • • • • •••• • • •• • • • •• • • •••• • • • •••• • • • • •••• • • • •• • • • • • • •• • • • • • •••• • • • • • •• BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2369.00 AS -BUILT 85.0 0.90 As -Built Total: 3 1.00 2316.36 1.00 6949.1 6949.1 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 24669 978 7107 32754 19687 3199 6949 29835 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2369.00 7107.0 85.0 0.90 As -Built Total: 3 1.00 2316.36 1.00 6949.1 6949.1 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details l ADDRESS: 525 NOORTHEAST 92ND. AVE., MIAMI SHORES, FL, 33318 -0000 PERMIT #: PASS 1 EnergyGauge TM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 • • ••. •• • • •• • • • • •••• • • •• • • • • • • • • • • • • •• • .• • • • .••• • •• •• • • • • • •• • • •• • • • • • •• •••• • •••• • • •••• • • • • • • • • • • • • • ••• • • • • • •• • COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm/sq.ft. door area. Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Shower heads Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Air Distribution Systems Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. HVAC Controls Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Insulation Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeaea DV an resiaences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. • • • • • Shower heads 612.1 • Water flow must be restricted to no more than 2.5 gallons pe` minute at 80 PS10 • - Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambeisshalt be meF1 attached, sealed, insulated, and installed in accordance with ¶t!etrf &ria of Salon 610. • Ducts in unconditioned attics: R-6 min. insulation. • • • • HVAC Controls 607.1 Se •arate readil accessible manual or automatic thermostat for eaclo syste, . • • •• , , Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sidgs. ,••• Common ceiling & floors R -11. • •• •.. • •••• • • • • FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 525 NOORTHEAST 92ND. AVE., MIAMI SHORES, FL, 33318 -0000 PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST • EnergyGaugemi DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 • • • • • • • • • • •• • •••• • • •• •• • • •• • • • • • • ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.1 The higher the score, the more efficient the home. , 525 NOORTHEAST 92ND. AVE., MIAMI SHORES, FL, 33318 -0000 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 29.3 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap: 29.3 kBtu/hr _ 5. Is this a worst case? No SEER: 12.00 _ 6. Conditioned floor area (ft 2111 ft c. N/A _ 7. Glass area & type Single Pane Double Pane _ - a. Clear - single pane 0.0 ft 0.0 ft _ 13. Heating systems b. Clear - double pane 435.2 ft 0.0 ft _ a. Electric Strip Cap: 27.2 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft 0.0 ft _ COP: 1.00 _ d. Tint/other SHGC - double pane b. N/A _ 8. Floor types _ _ a. Slab -On -Grade Edge Insulation R.0, 246.0(p) ft _ c. N/A _ b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 85.0 gallons _ a. Concrete, Ext Insul, Exterior R=4.1, 1715.3 ft _ EF: 0.90 _ b. N/A _ b. N/A _ c. N/A _ d. N/A c. Conservation credits e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =19.0, 2111.0 ft _ 15. HVAC credits CF, b. N/A (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, •••• • • 11. Ducts _ PT- Programmable Thermostat, : • • • • • • • . a. Sup: Unc. Ret: Con. AH: Interior Sup. R =6.0, 39.0 ft _ MZ- C- Multizone cooling, • • • • • • • • • • ' • b. N/A MZ- H- Multizone heating) • • • • I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: • • • •• • • Address of New Home: City/FL Zip: •• • • • • • •. •.•. *NOTE: The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar your home may qualms for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affai, T r O: Version: FLRCPB v3.30) • • • 525 NOORTHEAST 92ND. AVE. MIAMI SHORES, FL 33318 -0000 Summary Energy Code Results Residential Whole Building Performance Method A Project Title: Om House 1 • PASS e- Ratio: 0.91 EnergyGauge®(Version: FLRCPB v3.30) Code Only Professional Version Climate: South 6/13/2005 • • • • •• • • • .• • • • • • • • • •• • • • • • • • •• • Energy Use Base As -Built Cooling: Heating: Hot Water: Total: 24669 points 978 points 7107 points 32754 points Cooling: Heating: Hot Water: Total: 19687 points••' 3199•pitlts'••' 694913oints : ::: 2983513Qints; 525 NOORTHEAST 92ND. AVE. MIAMI SHORES, FL 33318 -0000 Summary Energy Code Results Residential Whole Building Performance Method A Project Title: Om House 1 • PASS e- Ratio: 0.91 EnergyGauge®(Version: FLRCPB v3.30) Code Only Professional Version Climate: South 6/13/2005 • • • • •• • • • .• • • • • • • • • •• • • • • • • • •• • Building Loads Base As -Built Summer: Winter: Hot Water: Total: 57826 points 1559 points 6254 points 65639 points Summer: Winter: Hot Water: Total: 65184 points 2850 points 6254 points 74288 points 525 NOORTHEAST 92ND. AVE. MIAMI SHORES, FL 33318 -0000 Summary Energy Code Results Residential Whole Building Performance Method A Project Title: Om House 1 • PASS e- Ratio: 0.91 EnergyGauge®(Version: FLRCPB v3.30) Code Only Professional Version Climate: South 6/13/2005 • • • • •• • • • .• • • • • • • • • •• • • • • • • • •• • Renovations To Om House 1 HVAC Load Calculations for Dan Owens Studio 780 NE 69 St. Miami, Florida 33138 RHVAC RESIDENTIAL HVAC ©D$ • • •• •• • • • • •• • •• • • • • • •• • • •••• • • •••• • • •• •• • • • • • • •• • • •••• • •••• • • • • • • • • • • • Prepared By: Eugenio Erquiaga E &E Consulting Engineers 3320 B NE 32 St Fort Lauderdale, Florida 33308 (954) 566 -9708 Monday, June 13, 2005 Project Report Project Filename: Project Title: Designed By: Project Date: Client Name: Client Address: Client City: Client Phone: Company Name: Company Representative: Company Address: Company City: Company Phone: Company Fax: Reference City: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Elevation Sensible Adj. Factor: Elevation Total Adj. Factor: Elevation Heating Adj. Factor: Elevation Heating Adj. Factor: Winter: Summer: Total Building Supply CFM: Square ft. of Room Area: Volume (ft of Cond. Space: Outdoor Dry Bulb 46 91 Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Renovations To Om House 1 Dan Owens Studio Tuesday, May 31, 2005 Dan Owens Studio 780 NE 69 St. Miami, Florida 33138 (305) 758 -0775 E &E Consulting Engineers Eugenio Erquiaga 3320 B NE 32 St Fort Lauderdale, Florida 33308 (954) 566 -9708 (954) 566 -9710 2,350 2,111 18,999 E. Fort Lauderdale, Florida Medium 26 Degrees 10 ft. 1.000 1.000 1.000 1.000 1.000 Outdoor Indoor Indoor Grains Wet Bulb Rel.Hum Dry Bulb Difference 0 0 72 0 78 50 75 59 41,798 Btuh 51,685 Btuh 6,113 Btuh 57,798 Btuh Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. CFM Per Square ft.: Square ft. Per Ton: Air Tumover Rate (per hour): 41.798 MBH 89 % • 11 % •••• • • • • • • • 1.113 368 ••••i.4 •••• • •• • • •• • 4.82 Tons (Based oesseaible + G.afentf • • 5.74 Tons (Based Ort•IViagensible.G pacity) • • •• •• •• •••• • ••• • • • • • ••11•.• • • ••••.• • • • • 1111 • • •••• • • \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM Miscellaneous Report Winter: Summer: Winter: Summer: Calculate: Use Schedule: Roughness Factor: Pressure Drop: Minimum Velocity: Maximum Velocity: Minimum Height: Maximum Height: Infiltration: Volume of Conditioned Space: Total Building Infiltration: Total Building Ventilation: Main Trunk Yes Yes 0.00300 0.1000 650 900 0 0 46 91 in.wg. /100 ft. ft. /min ft. /min in. in. Winter 0.750 AC /hr X 18999 Cu.ft. 14,249 Cu.ft. /hr X 0.0167 237 CFM 0 CFM —System 2--- Infiltration & Ventilation Sensible Gain Multiplier: Infiltration & Ventilation Latent Gain Multiplier: Infiltration & Ventilation Sensible Loss Multiplier: 46 91 — System 1— Infiltration & Ventilation Sensible Gain Multiplier: Infiltration & Ventilation Latent Gain Multiplier: Infiltration & Ventilation Sensible Loss Multiplier: 17.59 40.38 28.59 0 78 0 78 Runouts Yes Yes 0.01000 0.1000 in.wg. /100 ft. 450 ft. /min 750 ft. /min 0 in. 0 in. \ \Serverl \e &e server \EE DRAWINGS \OWENS\MOHAUS \Om House 1.rhv 30 50 30 50 Summer 0.300 AC /hr X 18999 Cu.ft. 5,700 Cu.ft./hr X 0.0167 95 CFM 0 CFM 17.59 = (1.10X 1.000X 16.00 40.38 = (0.68 X 1.000 X 59.41 28.59 = (1.10 X 1.000 X 26.00 = (1.10 X 1.000 X 16.00 = (0.68 X 1.000 X 59.41 = (1.10 X 1.000 X 26.00 • • • •••• • • •• •• 72 75 72 75 Summer Temp. Difference) Grains Difference) Winter Temp. Difference) Summer Temp. Difference) Grains Difference). " • . Wintei;Tept i. Differg itg) •• • •••• • • • •• • • • • • • • • . •• •••• • •••• • • • • • • ••••• • . . •••• • • • •• • • ••• • • • -1.80 59.41 -1.80 59.41 • • • • • • • • • • Monday, June 13, 2005, 2:49 PM • • Total Building Summary Loads 1A -cm -o: Glazing - Single pane, operable window, clear, metal frame no break 110: Door -Solid Core 42 213 R4.1 cmu wall assem.: Wall - Block, , 1/2" STUCCO 8" 1610.3 10,216 CMU BLOCK ALUMINUM FOIL BACK INSULATION, 1/2" GWB R4.1 cmu wall assem.: Part - Block, , 1/2" STUCCO 8" 105 0 CMU BLOCK ALUMINUM FOIL BACK INSULATION, 1/2" GWB 16BR- 30 -ml: Roof /Ceiling -Under attic or knee wall, 1735 1,442 unvented attic with radiant barrier, R -30 insulation, Tight metal 18A -19: Roof /Ceiling -Below roof joists, Dark or Bold -Color 376 498 Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R -19 blanket or loose fill 22A -pl: Floor -Slab on grade, No edge insulation, no 246 6,328 insulation below floor, any floor cover, passive, light dry soil Subtotals for structure: 33,061 0 37,424 37,424 People: 8 1,600 1,840 3,440 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: Infiltration: Winter CFM: 237, Summer CFM: 95 Ventilation: Winter CFM: 0, Summer CFM: 0 AED Excursion: Total Building Load Totals: Total Building Supply CFM: Square ft. of Room Area: Volume (ft of Cond. Space: Total Heating Required With Outside Air. Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: 2,350 2,111 18,999 41,798 Btuh 51,685 Btuh 6,113 Btuh 57,798 Btuh Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv 435 14,364 CFM Per Square ft.: Square ft. Per Ton: Air Tumover Rate (per hour): 25,947 25,947 0 385 385 0 7,230 7,230 0 512 512 0 2,832 2,832 0 518 518 0 0 0 1,948 676 2,648 3,324 6,789 3,837 1,672 5,509 0 0 0 0 0 0 6,901 6,901 41,798 6,113 51,685 57,798 41.798 MBH • • 89 % •• • .••• • . • . •• • 11 % • • 4.82 Tons (Based On tensible + j.gteat) 5.74 Tons (Based Or K 6ensillIe'gpacity) •• •• •••• 1.113 368 7.4 • • • • ▪ •••• • • • ▪ •••• • • • • ••• • •• • • • • •••• • • • Monday, June 13, 2005, 2:49 PM • • • • • • System 2 A.H.U.#2 Summary Loads 1A -cm -o: Glazing - Single pane, operable window, clear, metal frame no break 11D: Door -Solid Core R4.1 cmu wall assem.: Wall - Block, , 1/2" STUCCO 8" CMU BLOCK ALUMINUM FOIL BACK INSULATION, 1/2" GWB 16BR- 30 -ml: Roof /Ceiling -Under attic or knee wall, unvented attic with radiant barrier, R -30 insulation, light metal 18A -19: Roof /Ceiling -Below roof joists, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R -19 blanket or loose fill 22A -pl: Floor -Slab on grade, No edge insulation, no insulation below floor, any floor cover, passive, light dr ry soil Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 97, Summer CFM: 39 Ventilation: Winter CFM: 0, Summer CFM: 0 AED Excursion: System 2 A.H.U. #2 Load Totals: Supply CFM: Square ft. of Room Area: Volume (ft of Cond. Space: Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air. 1,169 CFM Per Square ft.: 861 Square ft. Per Ton: 7,749 Air Turnover Rate (per hour): 21,859 Btuh 25,713 Btuh 3,037 Btuh 28,749 Btuh Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. 217.7 7,188 21 213 995.9 6,319 485 403 376 498 137 3,524 12,960 12,960 0 221 221 0 4,472 4,472 0 792 792 0 518 518 0 0 0 18,145 0 18,963 18,963 6 1,200 1,380 2,580 0 0 0 0 0 0 945 272 1,256 1,528 2,769 1,565 682 2,247 0 0 0 0 0 0 3,432 3,432 21,859 3,037 25,713 28,749 21.859 MBH 89 % �••• . • • • 2.40 Tons (Based Orr�SgnstbIe + Li t) • ' 2.86 Tons (Based On.7,VA§ensitllgeaaacity) ' 11 % •••• • • • • •• •• • • • • .• •• • 1.358 301 9.1 •• • • •• • •••• • • • • ••• • • • • • •••• •••• • • • • \ \Server1 \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM 1• • • • • • • •• • •• • System 1 A.H.U. #1 Summary Loads 1A -cm -o: Glazing - Single pane, operable window, clear, metal frame no break 11D: Door -Solid Core R4.1 cmu wall assem.: Wall - Block, , 1/2" STUCCO 8" CMU BLOCK ALUMINUM FOIL BACK INSULATION, 1/2" GWB R4.1 cmu wall assem.: Part- Block, , 1/2" STUCCO 8" CMU BLOCK ALUMINUM FOIL BACK INSULATION, 1/2" GWB 16BR- 30 -mI: Roof /Ceiling -Under attic or knee wall, unvented attic with radiant barrier, R -30 insulation, light metal 22A -pl: Floor -Slab on grade, No edge insulation, no insulation below floor, any floor cover, passive, light dry soil Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 141, Summer CFM: 56 Ventilation: Winter CFM: 0, Summer CFM: 0 AED Excursion: System 1 A.H.U. #1 Load Totals: Supply CFM: Square ft. of Room Area: Volume (ft of Cond. Space: 1,181 1,250 11,250 217.3 7,176 21 0 614.4 3,897 105 0 1250 1,039 109 2,804 2 0 14,916 1,003 4,020 0 19,939 CFM Per Square ft.: Square ft. Per Ton: Air Turnover Rate (per hour): 0 12,987 12,987 0 164 164 0 2,758 2,758 0 512 512 0 2,040 2,040 0 0 0 0 18,461 18,461 400 460 860 0 1,200 1,200 0 0 404 1,392 1,796 2,272 990 3,262 0 0 0 0 3,469 3,469 3,076 25,972 29,048 0.945 433 6.3 Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air. 19,939 Btuh 25,972 Btuh 3,076 Btuh 29,048 Btuh 19.939 MBH 89 % 11 % .••• • • 2.42 Tons (Based Or:See%ble + L • • 2.89 Tons (Based On 75% Sensibl Edapacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads. • • •••• • • -• •• • • • • • • • • • • •• • •• • • • • • •• •••• • • •••• • • • ••• • • • • • \ \Server1 \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM • • • • •!•... • • •••• I- • • 3 eAy�l.�i` f fi .,...e <-. ...e n. .. . ,..... .,.,.tY .,l, v._.3_.�' > _ o..,+,� , .. _ .. F+. x¢_-. s. L �., x;.�a- ..:.... _ �. . n .c,?s•- .. .L, 4.x44 `."x' .k �� ..l s _� Detailed Room Loads - Room 1 - Bath #2 (Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 31.0 ft. System Number: 2 Room Width: 1.0 ft. Zone Number: 1 Area: 31.0 sq.ft. Supply Air: 60 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 12.9 AC /hr Volume: 279.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 60 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 685 ft. /min. Percent of Supply: 0 % Design Loss: 0.100 in.wg. /100 ft. Actual Winter Infil.: 3 CFM Actual Loss: 0.527 in.wg. /100 ft. Actual Summer Infil.: 1 CFM W -Wall-R4.1 cmu wall assem. 4.2 28 0.244 6.3 177 4.5 0 126 X9 W - GIs- 1A -cm -o shgc -0.75 0 %S 9.5 1.270 33.0 313 92.5 0 877 UP- Ceil- 16BR -30 31 X 1 31 0.032 0.8 26 1.6 0 51 Floor- 22A -pI 4 ft..Per. 4 0.989 25.7 103 0.0 0 0 Subtotals for Structure: 619 0 1,054 Infil.: Win.: 2.9, Sum.: 1.2 37 2.244 84 0.561 47 21 Ductwork: 0.045 32 0.060 10 64 Room Totals: 735 57 1,139 • • • •••• •••• • • • • .. •••• • • • • • • •••• • •••• •• • • • • • •• • .... • •••• •••■ • • • •• •• •••• •••I • 1 • .. • •••• •••: • • • • • •••• :•• • • • • • •• • • • • \Icen,er4\ ..- ....AP fPA AIINC,C\Cl\A1FNS \MCIHAI IS \C)m HnusP 1 _ rhv Monday. June 13, 2005, 2:49 PI\ Detailed Room Loads - Room 2 - Bedroom 2 (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Subtotals for Structure: Infil.: Win.: 26.7, Sum.: 10.7 Ductwork: People: 200 lat/per, 230 sen /per: Room Totals: Htg. & clg. Occurrences: 196.0 ft. System Number: 1.0 ft. Zone Number: 196.0 sq.ft. Supply Air: 9.0 ft. Supply Air Changes: 1,764.0 cu.ft. Required Vent.: 3 Actual Winter Vent.: 102 CFM Percent of Supply.: 6 in. Actual Summer Vent.: 520 ft. /min. Percent of Supply: 0.100 in.wg. /100 ft. Actual Winter Infil.: 0.173 in.wg. /100 ft. Actual Summer Infil.: E - Wall-R4.1 cmu wall assem. 7 X 9 63 0.244 6.3 400 4.5 0 283 N - Wall-R4.1 cmu wall assem. 14.8 108 0.244 6.3 685 4.5 0 485 X9 W - Wail -R4.1 cmu wall assem. 16 X 118.8 0.244 6.3 754 4.5 0 533 9 N - GIs- 1A -cm -o shgc -0.75 100 %S 25.2 1.270 33.0 832 36.2 0 912 W - GIs- 1A -cm -o shgc -0.75 0 %S 25.2 1.270 33.0 832 92.5 0 2,331 UP- CeiI- 16BR -30 196 X 1 196 0.032 0.8 163 1.6 0 320 Floor- 22A - -I 38 ft..Per. 38 0.989 25.7 977 0.0 0 0 4,643 340 2.243 763 0.553 0.045 244 0.060 2 1 307 CFM 10.4 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 % 27 CFM 11 CFM 5,650 893 5,841 • • • • •••• • • • •• • •••• •• • • • •• •• • • • .... • • •• •••• • • • •• •• • • • .. • • .. • • • • •••• • • • •• • • ••• 0 4,864 431 188 62 329 400 460 • • • • • • • • • • • \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM J • • • • • • . Ate. I 1(�L�� r� p �. A�: Cr . .,,., ... .M _ v .. ,_,... - •'. - A MT �' �.§:. ..,,t., > ,a,rc�d"'.'`���`c t a 0 v,\'Sw i i.,y�4 <h Y z �e`�.1 3 ,, - .� ® ��•+�� ... _,� ,4.,. .,. vr, ,Yi.".'wi. �. ;�1"�.�t�ddS�sS4 .;...f < ' , 4_ ._ � §.5 '.' s,.. .w� ® „�. � ' @ iA�� <. •. ���.. Detailed Room Loads - Room 3 - Bath #1 (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: W - Wall -R4.1 cmu wall assem. 5.4 X9 W - GIs- 1A -cm -o shgc -0.75 0 %S UP- CeiI- 16BR -30 36 X 1 Floor- 22Ap15 ft..Per. Htg. & clg. 36.0 ft. 1.0 ft. 36.0 sq.ft. 9.0 ft. 324.0 cu.ft. 1 63 CFM 5 in. 465 ft. /min. 0.100 in.wg. /100 ft. 0.179 in.wg. /100 ft. 39.1 0.244 9.5 1.270 36 0.032 5 0.989 Occurrences: System Zone Supply Supply Required Actual Percent Actual Percent Actual Actual „ , Number: Number: Air: Air Changes: Vent.: Winter Vent.: of Supply.: Summer of Supply: Winter Infil.: Summer 6.3 33.0 0.8 25.7 Vent.: Infil.: � �� 248 313 30 129 l 4.5 92.5 1.6 0.0 1 2 1 63 CFM 11.7 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 % 4 CFM 2 CFM 8 - 0 0 0 0 176 877 59 0 Subtotals for Structure: Infil.: Win.: 3.8, Sum.: 1.5 Ductwork: 49 720 2.243 109 0.045 37 0 0.556 62 0.060 11 1,112 27 68 Room Totals: 866 73 • • • • •••• • • • •• • •.•• • • • •• • ..•• •• • • • • • •••• • •• •••• • • • •• •• •••• • • • • • • •••• • • • • •..• • • • •• • • ... • . • 1,207 • • • • • \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM \ \Serverl \e &e server \EE DRAWINGS \OWENS\MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM P ' � 9 0 4 v— �i § . � .t'( {{,,�^ v'` 9�,e`b "�'. �, �� � �` .. :& .�� ° F s YC" �LZ a�944 �z ',`',Y Ia ft�0KW �� 4 � ��� '£..o+¢ y .. 1 � `Y Detailed Room Loads - Room 4 - Bedroom #1 (Average Load Procedure) Calculation Mode: Htg. & clg. Room Length: 182.0 ft. Room Width: 1.0 ft. Area: 182.0 sq.ft. Ceiling Height: 9.0 ft. Volume: 1,638.0 cu.ft. Number of Registers: 2 Runout Air: 87 CFM Runout Duct Size: 5 in. Runout Air Velocity: 639 ft. /min. Design Loss: 0.100 in.wg. /100 ft. Actual Loss: 0.335 in.wg. /100 ft. � _ �� �� W - Wall -R4.1 cmu wall assem. 12 X 87.2 0.244 9 W - GIs- 1A -cm -o shgc -0.75 0 %S 20.8 1.270 UP- CeiI- 16BR -30 182 X 1 182 0.032 Floor- 22A -pl 12 ft..Per. 12 0.989 Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 4 �� 21F '��" 6.3 553 4.5 33.0 687 92.5 0.8 151 1.6 25.7 309 0.0 1 2 1 174 CFM 6.4 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 % 8 CFM 3 CFM 0 0 0 0 391 1,924 297 0 Subtotals for Structure: Infil.: Win.: 8.5, Sum.: Ductwork: People: 200 lat/per, Room Totals: 3.4 230 sen /per: 108 2 1,700 2.241 242 0.045 88 0.556 0.060 0 137 57 400 2,612 60 187 460 2,030 • • • • • •• • •••• • • •••• • • •• •• • • • • • • • • • • •• • 594 • • •••• •••• • • • • •• • •• • • • • • •• •••• • •••• • ••••• •••• • ••• • • • 3,319 • • • • • • • • • • • • • • \ \Serverl \e &e server \EE DRAWINGS \OWENS\MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM Detailed Room Loads - Room 5 - MasterCloset (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Htg. & clg. Occurrences: 69.0 ft. System Number: 1.0 ft. Zone Number: 69.0 sq.ft. Supply Air: 9.0 ft. Supply Air Changes: 621.0 cut. Required Vent.: 1 Actual Winter Vent.: 70 CFM Percent of Supply.: 5 in. Actual Summer Vent.: 511 ft. /min. Percent of Supply: 0.100 in.wg /100 ft. Actual Winter Infil.: 0.216 in.wg /100 ft. Actual Summer Infil.: N - Wall-R4.1 cmu wall assem. 8 X 9 62.2 0.244 6.3 395 4.5 W - Wall-R4.1 cmu wall assem. 10.8 96.8 0.244 6.3 614 4.5 X9 N - GIs- 1A -cm -o shgc -0.75 100 %S UP- Roof- 18A -19 69 X 1 Floor- 22A -pI 19 ft..Per. Subtotals for Structure: Infil.: Win.: 13.2, Sum.: 5.3 169 Ductwork: Room Totals: 9.8 1.270 69 0.051 19 0.989 33.0 322 1.3 91 25.7 489 2,394 36.2 1.4 0.0 • • •• •• 2 1 70 CFM 6.7 AC /hr 0 CFM 0 CFM 0 0 CFM 0 % 13 CFM 5 CFM 279 434 353 0 0 95 0 0 1,911 0 1,161 2.246 379 0.551 214 93 0.045 104 0.060 22 75 236 1,329 0000 • • • • 0000 • • • • •• • ••00 • • • • • •0 • • • • •0.0 •• • • • • • • 0000 • OS • 00.41 • ••00 • • • • • • • • • 0000 • • • • 000. • • • • 00 • • ••0 • • • • 00 • • \ \Serverl \e &e server \EE DRAWINGS \OWENS■MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM Detailed Room Loads - Room 6 - Master Bath (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Room Totals: Htg. & clg. 101.0 ft. 1.0 ft. 101.0 sq.ft. 9.0 ft. 909.0 cu.ft. 2 124 CFM 7 in. 465 ft. /min. 0.100 in.wg. /100 ft. 0.112 in.wg. /100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 109.7 0.244 6.3 696 4.5 1 2 1 248 CFM 16.4 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 % 23 CFM 9 CFM W - Wall-R4.1 cmu wall assem. 15 X 9 S - Wall -R4.1 cmu wall assem. 8.5 X 56.8 0.244 6.3 360 4.5 9 E -Wall-R4.1 cmu wall assem. 9 X 9 81 0.244 6.3 514 4.5 0 364 W - GIs- 1A -cm -o shgc -0.75 0 %S 19 1.270 33.0 626 92.5 0 1,754 W - GIs- 1A -cm -o shgc -0.75 0 %S 6.3 1.270 33.0 209 92.6 0 585 S -Gls-1A-cm-o shgc -0.75 100 %S 19.8 1.270 33.0 652 36.2 0 715 UP- Roof- 18A -19 101 X 1 101 0.051 1.3 134 1.4 0 139 Floor- 22A -pl 33 ft..Per. 33 0.989 25.7 849 0.0 0 0 Subtotals for Structure: 4,040 0 4,305 InfiI.: Win.: 22.9, Sum.: 9.2 293 2.243 656 0.550 371 161 Ductwork: 0.045 212 0.060 32 267 0 493 0 255 4,908 403 4,733 .••. • • • • •••• • • • • •• • •.•• • • • • • •• • • • • . •••• •• • • • • • • • • •••• • •• • ..•• • • • •• •• •••• 0 • • • • • • • • •• •• • • • • ••••. • • • • •• • • ••• • • • • \ \Server1 \e &e server \EE DRAWINGS \OWENS\MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM Detailed Room Loads - Room 7 - Master Bedroom (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Htg. & clg. Occurrences: 206.0 ft. System Number: 1.0 ft. Zone Number: 206.0 sq.ft. Supply Air: 9.0 ft. Supply Air Changes: 1,854.0 cu.ft. Required Vent.: 2 Actual Winter Vent.: 94 CFM Percent of Supply.: 6 in. Actual Summer Vent.: 481 ft. /min. Percent of Supply: 0.100 in.wg. /100 ft. Actual Winter Infil.: 0.149 in.wg. /100 ft. Actual Summer Infil.: S - Wall-R4.1 cmu wall assem. 13.2 54.5 0.244 6.3 346 X9 S - GIs- 1A -cm -o shgc -0.75 100 %S 64.8 1.270 UP- Roof- 18A -19 206 X 1 206 0.051 Floor- 22A -pl 13 ft..Per. 13 0.989 Subtotals for Structure: Infil.: Win.: 9.4, Sum.: 3.7 119 Ductwork: People: 200 lat/per, 230 sen /per: 2 Room Totals: 4.5 33.0 2,138 36.2 1.3 273 1.4 25.7 334 0.0 3,091 0 2,872 2.239 267 0.553 151 66 0.045 152 0.060 65 203 400 460 3,510 •• • • • • • •••• • • • • • • • •• • • • • • •• • • •• •• • • • • • • • • •••• • •• • • •• •• • • • 2 1 189 CFM 6.1 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 9 CFM 4 CFM • • •••• 0 245 0 2,343 0 284 0 0 616 3,601 • • • • • • •• • • • • • • • • • • •••• • • • • • •• • • • • • • • • •• • \ \Server1 \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM Detailed Room Loads - Room 13 - Foyer (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: E - Wall -R4.1 cmu wall assem. 6.7 X 9 N - Wall -R4.1 cmu wall assem. 6.7 X 9 E -Door-11D 3 X7 N - GIs- 1A -cm -o shgc -0.75 100 %S UP- Ceil- 16BR -30 40 X 1 Floor- 22A -pl 13 ft..Per. Room Totals: Htg. & clg. 40.0 ft. 1.0 ft. 40.0 sq.ft. 9.0 ft. 360.0 cu.ft. 1 58 CFM 4 in. 669 ft. /min. 0.100 in.wg. /100 ft. 0.502 in.wg. /100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 1 2 1 58 CFM 9.7 AC /hr 0 CFM 0 CFM 0 0 CFM 0 % 9 CFM 4 CFM 38.9 0.244 6.3 247 4.5 0 175 51.9 0.244 6.3 330 4.5 0 233 21 0.390 10.1 213 10.5 0 221 8 1.270 33.0 264 36.1 0 289 40 0.032 0.8 33 1.6 0 65 13 0.989 25.7 334 0.0 0 0 Subtotals for Structure: 1,421 0 983 Infil.: Win.: 9.4, Sum.: 3.8 120 2.244 269 0.551 152 66 Ductwork: 0.045 76 0.060 13 63 1,766 165 1,112 • • • • • •••• • • • • • •• • •••• • • • • • •• • •••• •• • • • • • • • • •• • • • • • •••• • • • •• •• •••• • • • • • • • • • •••• • • • • •••• • • • • • •• • • ••• • • • • • \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM Detailed Room Loads - Room 8 - Family Room (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: S - WaII -R4.1 cmu wall assem. 17.2 X9 S - GIs- 1A -cm -o shgc -0.75 100 %S UP- Ceil- 16BR -30 302 X 1 Floor- 22A -pI 17 ft..Per. Subtotals for Structure: Infil.: Win.: 26.3, Sum.: 10.5 Ductwork: Room Totals: Htg. & clg. 302.0 ft. 1.0 ft. 302.0 sq.ft. 9.0 ft. 2,718.0 cu.ft. 2 119 CFM 6 in. 604 ft. /min. 0.100 in.wg. /100 ft. 0.233 in.wg. /100 ft. 65 0.244 90.3 1.270 302 0.032 17 0.989 Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 6.3 412 4.5 33.0 2,982 36.2 0.8 251 1.6 25.7 437 0.0 4,082 155 4.831 750 1.192 0.053 256 0.066 5,088 • • • • • •• • • ... • • .... •• • • • • • • • • • • • • •• • 1 1 237 CFM 5.2 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 % 26 CFM 11 CFM 0 4,052 424 185 98 280 522 4,517 • • • • •• •• • .. •• • • • • • • • • • •• • •• •• • • •••• • ••• • • • •• • 0 292 0 3,267 0 493 0 0 • • • • • • • • • • • \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM Detailed Room Loads - Room 9 - Kitchen (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: S - Part- 20 °/0 ° -R4.1 cmu wall 105 0.244 0.0 0 4.9 0 512 assem. 14 X 9 W - Wall-R4.1 cmu wall assem. 16 X 117 0.244 6.3 742 4.5 0 525 9 S- Door -11 D 3 X 7 21 0.390 0.0 0 7.8 0 164 W - GIs- 1A -cm -o shgc -0.75 0 %S 27 1.270 33.0 892 92.5 0 2,497 UP- CeiI- 16BR -30 191 X 1 191 0.032 0.8 159 1.6 0 312 Floor- 22A -pI 30 ft..Per. 30 0.989 25.7 771 0.0 0 0 Subtotals for Structure: 2,564 0 4,010 Infil.: Win.: 24.3, Sum.: 9.7 144 4.833 696 1.188 393 171 Ductwork: 0.053 173 0.066 62 355 Equipment: 0 1,200 Room Totals: Htg. & clg. Occurrences: 191.0 ft. System Number: 1.0 ft. Zone Number: 191.0 sq.ft. Supply Air: 9.0 ft. Supply Air Changes: 1,719.0 cu.ft. Required Vent.: 3 Actual Winter Vent.: 100 CFM Percent of Supply.: 6 in. Actual Summer Vent.: 511 ft. /min. Percent of Supply: 0.100 in.wg. /100 ft. Actual Winter Infil.: 0.167 in.wg. /100 ft. Actual Summer Infil.: 3,433 455 5,736 • • • • •• • • • • •• • • • • • • • • • • •••• • • • • • • • • • •••• • •• • • • • • • • • • 1 1 301 CFM 10.5 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 % 24 CFM 10 CFM • • • • • •••• • •••• • • • • • • •••• • • • • •••• • • • • • • • . • ••• • • • • • •• • \ \Server1 \e &e server \EE DRAWINGS \OWENS\MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM Detailed Room Loads - Room 10 - Bath #3 (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: W -Wall-R4.1 cmu wall assem. 8 X 9 W - GIs- 1A -cm -o shgc -0.75 0 %S UP- CeiI- 16BR -30 52 X 1 Floor- 22A -pI 8 ft.. Per. Subtotals for Structure: Infil.: Win.: 12.2, Sum.: 4.9 Ductwork: Room Totals: Htg. & clg. Occurrences: 52.0 ft. System Number: 1.0 ft. Zone Number: 52.0 sq.ft. Supply Air: 9.0 ft. Supply Air Changes: 468.0 cu.ft. Required Vent.: 1 Actual Winter Vent.: 87 CFM Percent of Supply.: 5 in. Actual Summer Vent.: 636 ft. /min. Percent of Supply: 0.100 in.wg. /100 ft. Actual Winter Infil.: 0.332 in.wg. /100 ft. Actual Summer Infil.: 60 0.244 6.3 12 1.270 33.0 52 0.032 0.8 8 0.989 25.7 381 4.5 396 92.5 43 1.6 206 0.0 1 1 1 87 CFM 11.1 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 12 CFM 5 CFM •••• • • • • • • • •••• • • •• •••• • • • •• • • i ••• 0 269 0 1,110 0 85 0 0 1,026 0 1,464 72 4.833 348 1.194 197 86 0.053 73 0.066 17 102 1,447 214 1,652 ••. • • • • • • •• •• • • • • •• • •• • • • •• • • • • • • • • • • • • • •••• • • • • •••• • • • • •• • • ••• • • • • \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM Detailed Room Loads - Room 11 - Studio (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Htg. & clg. 219.0 ft. 1.0 ft. 219.0 sq.ft. 9.0 ft. 1,971.0 cu.ft. 4 104 CFM 6 in. 528 ft. /min. 0.100 in.wg. /100 ft. 0.179 in.wg. /100 ft. Occurrences: System Number. Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 1 1 415 CFM 12.6 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 60 CFM 24 CFM W - Wall-R4.1 cmu wall assem. 22 X 146 0.244 6.3 926 4.5 0 655 9 N - Wall-R4.1 cmu wall assem. 12.5 112.5 0.244 6.3 714 4.5 0 505 X9 E - Wall-R4.1 cmu wall assem. 5 X 9 45 0.244 6.3 285 4.5 0 202 W - GIs- 1A -cm -o shgc -0.75 0 %S 36 1.270 33.0 1,189 92.5 0 3,330 W - GIs- 1A -cm -o shgc -0.75 0 %S 16 1.270 33.0 528 92.5 0 1,480 UP- CeiI- 16BR -30 219 X 1 219 0.032 0.8 182 1.6 0 357 Floor- 22A -pl 40 ft..Per. 40 0.989 25.7 1,029 0.0 0 0 Room Totals: • Subtotals for Structure: 4,853 0 6,529 Infil.: Win.: 60.1, Sum.: 24.0 356 4.835 1,719 1.190 971 423 Ductwork: 0.053 348 0.066 71 489 People: 200 Iat/per, 230 sen /per: 2 400 460 6,920 1,442 7,901 •• • • • • • • •••• • • • • •• • •• • • • • •• • • • • • •• •• • • • • • • • • •••• • • •• • • •••• • • • • •• •• •••• • • • • • • • •••• • • • • •••• • • • • • • •• • • ••• • • • •• • \ \Serverl \e &e server \EE DRAWINGS \OWENS\MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM \ \Serverl \e &e server \EE DRAWINGS \OWENS\MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM C �V 21e� g}, t �y,,'' �� 41��7w y a 1 S�'41'......e't �'- i"' o il vqN �x Detailed Room Loads - Room 12 - Living Room (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: N -Wall-R4.1 cmu wall X 9 N - GIs- 1A -cm-o shgc UP- CeiI- 16BR -30 239 Floor-22A-pt 12 ft..Per. assem. 11.7 -0.75 100 X 1 Htg. %S & clg. 239.0 ft. 1.0 ft. 239.0 9.0 ft. 2,151.0 1 119 6 in. 606 ft. 0.100 in.wg. 0.235 in.wg. 68.9 36 239 12 s C@F.`'2' 3 .' � vh..'u`. O ccurrences: 1 System Number: 1 Zone Number: 1 sq.ft. Supply Air: 119 CFM Supply Air Changes: 3.3 AC /hr cu.ft. Required Vent.: 0 CFM Actual Winter Vent.: 0 CFM CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM /min. Percent of Supply: 0 % /100 ft. Actual Winter Infil.: 18 CFM /100 ft. Actual Summer Infil.: 7 CFM . 0.244 6.3 437 4.5 0 310 1.270 33.0 1,189 36.2 0 1,303 0.032 0.8 199 1.6 0 390 0.989 25.7 309 0.0 0 0 Subtotals for Structure: 2,134 0 Infil.: Win.: 17.7, Sum.: 7.1 105 4.831 507 1.191 287 Ductwork: 0.053 140 0.066 77 2,003 125 140 Room Totals: 2,781 364 • • • • • •••• • • • • •• • •••• • • • •• • • • •••• •• • • • • • • • • •••• • • •• •••• • • • •• •• •••• • • • • • • • •••• • • • • •••• • • • •• • • ••• • • •• • 2,268 • • • • • • • • • • • • • • • • \ \Serverl \e &e server \EE DRAWINGS \OWENS\MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM Detailed Room Loads - Room 14 - Dining (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Subtotals for Structure: Infil.: Win.: 0.0, Sum.: 0.0 Ductwork: Room Totals: Htg. & clg. 207.0 ft. 1.0 ft. 207.0 sq.ft. 9.0 ft. 1,863.0 cu.ft. 1 19 CFM 4 in. 217 ft. /min. 0.100 in.wg. /100 ft. 0.055 in.wg. /100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: UP- CeiI- 16BR -30 207 X 1 207 0.032 0.8 172 1.6 0 Floor- 22A -pl 1 ft..Per. 1 0.989 25.7 26 0.0 0 0 198 0 0 0 0 0 0.053 10 0.066 67 22 208 67 360 •••• • • • • • •• • • • • • •• • ••• • • .. • • •• • • • •• • • • • • • • • •••• • . •• • • • • • • 1 1 19 CFM 0.6 AC /hr 0 CFM 0 CFM 0 0 CFM 0 % 0 CFM 0 CFM • • •••• 338 0 338 0 • • • • • • • • • • . • • • • •••• • • • • • • • • ••• • • • • • \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM Detailed Room Loads - Room 15 - Powder Room (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: UP- CeiI- 16BR -30 40 X 1 Floor- 22A -pI 1 ft..Per. Subtotals for Structure: InfiI.: Win.: 0.0, Sum.: 0.0 Ductwork: Room Totals: Htg. & clg. 40.0 ft. 1.0 ft. 40.0 sq.ft. 9.0 ft. 360.0 cu.ft. 1 4 CFM 4 in. 41 ft. /min. 0.100 in.wg. /100 ft. 0.002 in.wg. /100 ft. 0.032 40 Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 0.8 1 0.989 25.7 0 33 26 62 1.6 0.0 1 1 4 CFM 0.6 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 0 CFM 0 CFM 0 0 59 0 0 0 0 0 0.053 3 0.066 13 • • • • •• •• • • • • • • • •••• • • • • • . • 13 69 • .... • • • • •. • • •••• • • • 65 0 65 0 4 • • • • • •••• • •• • •••• • • • • • • • • • • ••• • • • •••• • • • • •• • • •• • • . • . \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM f .j �" p 3`x Y � ^.�i�����Tv .. ��� »s4i'rli•`,•Y��`M kY� Z3rt �s ��� , i.•rk Td+3' S•S»S?'+,. ». td'�v v`nvO,S.�'�»5 "3 C �'¢"a4c`1�a' �, t S 2 � �� ` - ' i t k3•.c1> k 4 �}�+1„ � d �� ees ' "�`Z4"k��`�`•'�� 4 � •£ )�'F.��� x.� � r..s �`o. "� . System 2 Room Load Summary ^:�Ey ' -- -Zone 1 -- 1 Bath #2 2 Bedroom 2 3 Bath #1 4 Bedroom #1 5 MasterCloset 6 Master Bath 7 Master Bedroom 13 Foyer AED Excursion •�. •. 31 196 36 182 69 101 206 40 Il i .?�".. -.. t.. �'y2 735 10 5,650 73 866 11 2,030 26 2,394 31 4,908 64 3,510 46 1,766 23 1-4 3-6 1 -5 2 -5 1 -5 2 -7 2-6 1-4 �'."� A 685 520 465 639 511 465 481 669 End �a 1 {,S 1,139 5,841 1,207 3,319 1,329 4,733 3,601 1,112 3,432 +�.�. � 57 893 73 594 236 403 616 165 • �`�F Y 60 307 63 174 70 248 189 58 a. 60 307 63 174 70 248 189 58 System 2 total 861 21,859 284 25,713 3,037 1,169 1,169 System 2 Main Trunk Size: Velocity: Loss per 100 ft.: z.. �» � .,, 'r) � m5v'• Net Required: Recommended: Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: 2.40 2.86 14x16 in. 837 ft. /min 0.086 in.wg • -'! < .... » ate• F •v *u . ro .. o .,.. ��'" 89% / 11% 75% / 25% Heating System mss` : -as .aa .....» ` . :v : ..? 3,037 8,571 System , • • •••• •••• • • • •• • • •• • • • • • • •• •••• • •••• • •••• • • •••• • ••• • • • 28,749 34,284 • • • • • • • • • • • • • • - Cooling 25,713 25,713 n/a n/a 0 Btuh 0 Btuh • • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • \ \Server1 \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM System 1 Room Load Summary - -Zone 1 - -- 8 Family Room 9 Kitchen 10 Bath #3 11 Studio 12 Living Room 14 Dining 15 Powder Room AED Excursion System 1 Main Trunk Size: Velocity: Loss per 100 ft.: Net Required: Recommended: Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a Latent Capacity: n/a 302 5,088 66 2 -6 604 4,517 522 237 237 191 3,433 45 3-6 511 5,736 455 301 301 52 1,447 19 1 -5 636 1,652 214 87 87 219 6,920 90 4-6 528 7,901 1,442 415 415 239 2,781 36 1-6 606 2,268 364 119 119 207 208 3 1-4 217 360 67 19 19 40 62 1 1-4 41 69 13 4 4 System 1 total 1,250 19,939 259 2.42 2.89 14x16 in. 846 ft. /min 0.088 in.wg 89% / 11% 75% / 25% Heating System 25,972 25,972 3,469 25,972 3,076 1,181 1,181 Cooling System 0 Btuh 0 Btuh 3,076 8,657 ••• • • • • • • •••• • • • • •• • •• • • • • • •• • • • • •••• •• • • • • • • • •••• • •• • • • •• •• •••• •••• 29,048 34,629 • • • • • • • • • • • • • •••• • • • • •••• • • • • • •• • • ••• • • • • • \ \Serverl \e &e server \EE DRAWINGS \OWENS\MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM g �t�... - �9�Y"� �a .r 0W.�...� Luc �....,,. � ��r�.1 ;1 �'. wJ.'. Air Handler Name .3. i� 19t?3 X� � ,$ J ,a ._ .. 1 , 5x ... ✓.�54 .. '1� <. R•6..^ v 'Si'�'�r.�u.' '� �' - t.:.. 3"�';?"+�`�:,�. -. 5 �. ... ..��.� `�� .,y ® �' rv-�, Sa 'r'x ••A`k ,, r .y:" A.H.U. #1 Cooling Description Cooling Model Type Cooling Model Number Cooling Capacity Cooling Efficiency Heating Description Heating Model Type Heating Model Number Heating Capacity Heating Efficiency Project title: Designed by: Project date: Project comment: Client name: Client address: Client city: Client phone: Client fax: Client comment: Company name: Company representative: Company address: Company city: Company phone: Company fax: Company comment: Renovations To Om House 1 Dan Owens Studio Tuesday, May 31, 2005 Dan Owens Studio 780 NE 69 St. Miami, Florida 33138 (305) 758 -0775 E &E Consulting Engineers Eugenio Erquiaga 3320 B NE 32 St Fort Lauderdale, Florida 33308 (954) 566 -9708 (954) 566 -9710 \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv • • • • • •• • • • • •• •• • • • • • • • • • • •• • • • •••• •••• • • • •• .. • • • • • • •• •••• • • •••• • ••• • • • •• • • • • • • • • • • Monday, June 13, 2005, 2:49 PM • • Miami Shores Building Department Product A s royal Schedule / Com arison Chart Address: ? 2..< Iy,G Shutter Re aired Yes / No No. 6 5- Mullion Re. ulred Yes / No q l Impact Yes / No o • e ning Desert u tion of Window Product Acce. tunce Product A u • royal Opening Design Pressure Rough Opening Size D or Door or Mullion Number Design Pressure ( +) PSF ( -) PSF ( +) I'SF ( -) PSF MEW /. 46# �_ M' �i� — •- BMW _' N.774,1 MIllidlIMII e 1: M ISVIETRIMINAWAIIIIIIIie WM,- / EatWifftki IIMMIIIMIIFJIIIIIIMIII 21111lWitUrAMTATAMig,ZbI..A9Mraff2MNIIIIIIMIIII i�reffi►4NRINDL� &'_� ''' f 111111111111=M WAIII Mr MT MY war • • 11.111111111111•11111•111111111111111111 ...." iti ••• : . : b 1[ • , • jit ill 1IPMJ•t / Lam., -o -4. 10 III � r Villiii� ' • • • •• • . • • • • ••• •• • • • ••• • • • ••• • ... • • • ••• •• • •• • ••• • ••• • • • ••• MIAMI•DADE • • • .. • • • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • ••• . • • ... • .. i,;...o ;.::,..._,� : `UILDING • . • • • • • • • • BUILDING CODE COMPLIANCE OFFI • • VO) • • • • • • • • • 140 WEST FLAGLER S 1603 PRODUCT CONTROL DIVISION • .. • • • • • • • • • • • • • • • WEST • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE EN A) • • • ••• • • Gopi Glass Sales & Service Corp. • •' ' • 7450 NW41aSt •• •• • ••••••• • Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governin erials. The documentation submitted has been reviewed by Miami -Dade County Prods p i on , + accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County a .:, here owed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hlgh Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullions — Impact Resistant APPROVAL DOCUMENT: Drawing No. M95 -16, titled "Aluminum Tube Mullions ", sheets 1 through 3, dated 12/05/95 with revision B dated 10/01/03, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0212.04 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. ev0-05-ctleb NOA No 03- 1124.04 Expiration Date: March 28, 2007 Approval Date: Apr111, 2004 Page 1 • • • •• • • • • • • • • • • • • Goni Glass Sales & Services Corn. , A. DRAWINGS • • • • ••• • • •• •• • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • ••• • •• ••• • • •• • • • • •• • • • • • ••• NOTICE OF A:Cte • EVDLN'CE SUBMITTED • 1. Manufacturer's die cOmings:td 2. Drawing No. M95 -16, titled "Aluminum Tube Mullions ", sheets 1 through 3 of 3, dated 12/05/95 with revision B dated 10 /01/03, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI - - 512, dated February 2, 1996 signed and sealed by Hector Medina, P.E. (Submitted in NOA #99- 0331.02) 2. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4.) Large Missile Impact Test, SFBC PA 201 -94 5.) Cyclic Loading Test, per SFBC PA 203 -94 along with marked -up drawings and installation diagram of two mulled side -by- side series 510 aluminum fixed window, prepared by Hurricane En u l eering & Testing Lab, Inc., Test Report No. HETI 02 - 1145B dated April 30 ' , 2002, signed and sealed by Hector M. Medina, P. E. (For reference only) (Submitted in NOA #02- 0826.03) C. CALCULATIONS 1. Structural mullion and anchorage calculations prepared by Al -Farooq Corporation, dated 12/06/95, signed and sealed by Humayoun Farooq, P.E. (Submitted in NOA #99- 0331.02) 2. Anchor Calculations and structural analysis, prepared by Al Farooq Corp., dated 2/11/02, signed and sealed by Humayoun Farooq, P.E. (Submitted in NOA #02- 0212.042) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. •• • • • •• • •• •• E -1 Mann . 4Z P.E. Product Con ''7u `.xxamfner NOA No 03- 1124.04 Expiration Date: March 28, 2007 Approval Date: April 1, 2004 Goal Glass Sales & Services Curs. . F. STATEMENTS • • . • • • • • • • • • • • • • • • • ... • • • • • • .•...• •• • • • • • • • • • • • • •. • • . .. • .. ••• • • • • ••• • • .... • •• NOTICE OF AC Al Ck: • .: EllhAb CE SUBMITTED . • •. • •• • . • • • 1. Letter from Gopi GJS $ales; Spigice engineer , dated 04 /24/03, requesting a revision to their current approval and the items to be revised and supporting evidence, signed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 02 - 0212.04, issued to Gopi Glass Sales & Services Corp for their Aluminum Tube Mullion, approved on 06/27/02 and expiring on 03/28/07. E -2 att . Man ' er Product Control T1 r, .� NOA No 03- .04 Expiration Date: March 28, 2007 Approval Date: April 1, 2004 5000 6. �- 2000 INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP T E2 TE SP 4 STEP 5 2000 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO NULUON AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH DEMON RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS STEP B ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE 3.000 4.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL. SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING T 2000 L • • •• • • • • •• • •• •••s • •••• ••. ' c •• 1 8063-T5) • .125 • • • •• • RECTANGULAR ALUMINUM TUB MULLIONS USING MULLION PROPERTIES nNLY • • •••• MULUON AND CAN BE USED WITH ALL MIAMI- MI I -DAM C 0 0 NTY IMPACT. APPP�EIV IMPACT AND NON- I MPACT RESISTANT PRO NOTES; 1. THS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 4. ANY CONORIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING RESEW. 5. ALL MUWONS TO BE ALLOY 6083 -75. 6. A 338 INCREASE IN ALLOWABLE STRESS WAS USED IN =ON OF ANCHORS. r STRUCTURES FAA. PE # 16557 NOV 0 7 2003 • • • • •• •• • • . • ••• • • • • • W s s ° m i3d Sa m 1 ti drawing no. M95 -16 (shoot 1 of 3 ) • • 3.000 4.000 WINDOW FRAME TYPICAL GLAZING PRODUCT 1.000 II 3.730 MULLION CLIP (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. L 1 1 li I_1 3,750 MULLION CLIP (ALL 10 ANGLES) CUBS LENGTHS MUST BE CUT TO MT SNUG INTO TUBE MUWONS. H 5 I$ 20 mommommilimmom MIIIMMOMMEMEMME MEMMENEMINIMEM mommimmumME IIMM■■M►■■EMM■ UMIIMMEMOMMEMM mmunmEmmo minim \M► ■EME■M\\EM MOMOMMEMINOWERI 1\MM■OMME■■■EM MUOMERMEMMEMM 00 40 80 60 70 60 TRIBUTARY WIDTH - INOHEB MULLION LOAD 21ART EMMILIMMENTWAW MMINIMUMMImmmm MMEMMOMMEMEMO DEMMEWINIMMEM MEMMEMMEMMUMM EMWENEWIMMEMM MMWMEMMOIMMIWU UUMMEMMEUMMEW MNIIMMEMMOMMEM UMAIMUMMINIMMUM WIIMMUMEMEMMEM IMMEMEMMEMME ►..MM......... KMOMMUMOMENSIM MMUMMICOMOMMEM MOTNUMWMEMMEM EMMERMEMMEMOM ENWOMMMEMEMEM ■M\■►M\MME\►\ 00 40 B0 60 70 TRIBUTARY WIDTH - INDHEB ANCHORS MAR, OR C 80 Mr mum= him minims= ME -11♦•'.U, u, • -_. UMMO■MM OEM■ \UNIMMILTA\ =.R MMAOMEMMOMMON MEMEMIRMEMENMM WIWOMMINMEMMEC 20 80 40 60 60 70 82 TRIBUTARY WIDTH - INDHEB MULLION LOAD CHART rmlex1 /8• ALUM. TLEE SIONNEWIMMUMME MMNIMMEMMIORM millAWMMEMEEMMEM mmilMOMMIEMEM WEVOMOMMIMMU MUMEMMEMINOW MMWMOMMMEMUMM WWWISEMOMMWOM womMmEMMINIMM MUMEMENMOMMEN wmmu........ IIMUMMICEMMEMME MMOMOMMUMMEMO MMEMEMMIREmOMM MMIWOMMUNMEMM ■■o■m\►u\o\■\ 20 30 40 60 60 70 1110 TRIBUTARY WIDTH - INCHES g TRIBUTARY WIDTH a wt + W2 2 MUWON SPAN TYPICAL MULLION ARRANGEMENT$ VERTICAL NUCUON ANCHORS TYPE A.B. OR 0 GLAZING PRODUCT o 1 m 20 20 MMUMEMMOMMMEM IIINSOMMIIMMILW IMIMMMOMEMMEM MEMEMMENIMMEM UMWEEEMWOmamm EUMMIIIMMEMMEMO 1\\■\\E\M■MOMM MEMEMOMOMMWM WIMAMMEMOMMEM E\M\■■\\■\O\M Or+1MARE■E\\E\O GLAZING PRODUCT 30 40 50 60 70 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART WIL nsuaw N1\. MMW._ MANNINMMEM■ ANCHORS TYPE A 30 40 TRIBUTARY W1 y/2 �'�ANCHCi9 s a AB. CR C 517 60 WIDTH - 70 INCHES 510 00 9I 1 MEMO. EMMUMMEMMOM ►'II,\I1II., amour 111U11I111I1. to■EmEMOI■M■■ mammaimmom 20 00 40 60 60 70 TRIBUTARY WIDTH - INOHEB ANCHOR LOAD CHART 80 ANCHORS TYPE yam -e itii .. AINN\M\■UIU RIIMMMOMMEM MMSEMOMMEM UMWMMOMMIIM WOMMIAMMINI MANOOMMUMM MAWMOMMeN 7�dP 20 30 40 TRIBUTARY 60 60 WIDTH - 70 INCHES 80 20 FOR ANCHORS nFSCRIPTIAN SFF SHEET MUDIMWO■M\■■\ MMESUMMEMMINI IMMEMEMMIEMEME MEMEMMEWOIMMEM MMEMMKOMOMMEM SMILIUMEMMOOM EMMEMMEWOMMII \\MU■\U■E\E\■ RIMMWMONMEMinio KdOMMEMOMMINA 20 30 TRIBU MUICagNMIKLEU menrummumm WINNUMUMERM MIAMMMMEMOM ERIOAWOMMIIK INOTOZ MMEMO MIMMOMMMEMM 111114 \Iii Aiiii iirilM MMEINWAIRKMU MEMMOVUOWN 111■■11M\\\\►\ ■■MME■\\\\► 11111111 '. ANDHD59 TYPE C 30 40 TRIBUTARY um 60 70 A Y WIMP CHART • • 68 60 WIDTH - 70 0H INCHES a m 1 1 drawing no. M95 -16 Sheet 2 of 3 ) ONE PIECE CLIP ALTERNATE TO ANGLES ALL CASES NOV 0 7 2003 drawing no. M95 -16 MULLION 2 X 2 X 1/8 ALUM ANGLE 2 -8/8" LONG S PRECAST CONC. 14 S.M.S. 1 - 1/2 MIN. EMBED INTO WOOD ANGLE # 4/1ANS.M.S. NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 3/18 DW. TAPCON 1 1/2" MIN. EMBED 1/ ANGLE MUWON MULLION 2 X 2 X 1/8 AWM ANGLE 2 -8/8 LONG # 14 S.M.S. 1- 1/2 ° MIN. EMBED INTO WOOD ANGLE • • • • • • • • • •• MUWON 2X2X 1/8 • ALUM ANGLE • • • • 3-5/8" LONG 4/4" 0 TAPCON 1 -1/4 MIN. EMBED 2/ ANGLE ° CONCRETE OR CONC. FILLED B • • •••• pRODUCr I4Ev a BB the Ftoafm' Aim No Data • • •••• •••• e • • • • y ••• •••• WOOD BUCKS NOT BY GOPI GLASS MUST SUSTAIN LOADS IMPOSED. of 31 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Doralum Corporation 7040 N. W. 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and re tions Bove ? g the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than. Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. •BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has bed designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 100 Aluminum Outswing doors w/ sidelitesJ APPROVAL DOCUMENT: Drawing No. W01 -20, titled "Series -100 Alum Swing Door w /Sidelites ", sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, dated 04 -21 -01 and last revised on 01 -24 -02, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant y LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertisi'ttg aittprature. If any portion of the NOA is displayed, then it shall be done in its entirety. .. ... • • • • • -.• INSPECTION: A copy of this entire NOA shall b providOd'tQ the u:egbille manufacturer or its distributors and shall be available for inspection at the job site atthe !Muck of#hei 1 31'din d}fficial. This NOA 01- 0724.10 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Iskaq I. Chanda, B..lg. ... • • • •••• • •• • • • • • • • • •• 7• ••• ii l .: : • • • •• •• • •••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •- •• •• • • • 11 •• •••• • • ••• • • NOA Expiration Date: Approval Date: MIAMI -DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST PLAGUE STREET, SU1'1'i 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 • • • • `EPOS -q)3 No 01 -0724.10 April 11, 2007 V April 11, 2002 Page 1 DESIGN LOAD CAPACITY - PSF AVERAGE WIDTH INCHES DOOR HEIGHT FT./IN. GLASS TYPE 'A' GLASS TYPE IF & 'C' EXT. ( +) INT. ( EXT. ( +) INT. (-) 82.0 81.0 82.0 81.0 82.0 78.3 82.0 61.0 R 7/0 82.0 889 82.0 81.0 82.0 88.6 62.0 61.0 82.0 83.1 62.0 81.0 N33R3 82.0 81A 82.0 81.0 62.0 78.3 820 78.2 8/0 82.0 889 62.0 78.3 82.0 6s.6 62.0 77.8 62.0 63.1 62.0 76.5 • •• • •••• • • • • •• • • • • • • •• ■ ••.I• • • ••N• o O • •• • • • •••• / y-• • •, /. /� 7/18' \ LAM. Q LASS \ • • ® \ / I! �\ II �k?{ • Z _ - i D.L OPO. ••• •• •• if / •• 6 • • L ••• • • IxAw W • • 71 3/4 • •••• �I LI1 (XX) • • • (x) (XO OX W • •• • • 6 • • (xxo) (oxx) TYPICAL FI FVATION ( XXXOO ) TESTED UNIT u u 0 u (OXO) (xoo) (oox) /1PPROVFI) CONFIGURATION$ 7/18 WERALL LAM. 3LASS 32 1/4' D.L OPO. MULLION SPACING AVERAGE WIDTH ® W1 + W2 (FOR Do45 WITH =EWES) 2 1 32 1/4' D.L OPO. W (oxxo) a 0 Q g (00XX) (xxoo) 3/0 (X) 5/0 (XX) 6/0 ( ) 37 -1 /2 58 -3/4 71 -3/4° 34-1 I/18• 28 11/18' 34- 11/18 24- 16/18 18 - 24- 15/15 2/6 Or) 31 -1/2' 28- 11/18' 18- 16/18° DOOR LEAFS CAN BE GLAZED WITH TYPE 'A', '8' OR 'C' GLASS FOR MAX. LOADS OF +82.0 & -81.0 PSF FOR ANY ABOVE SIZE. APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. THE SIDEUTES CAN BE ONE OR TWO MAX., AT ONE SIDE OR BOTH SIDES OF DOORS. DOORS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. FOR DOORS WITH SIDEUTES MT LOADS AS SHOWN BELOW. THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -DADE COUNTY OR FLORIDA BUILDING CODE ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL n U FdR&�T FLA. PE # 18667 FEB 11 2002 4 r 1 drawing no. WO1 -20 sheet 1 of g ii -.6111111.r. ii ', Z O 0 1 ti ij la � •8 x >.I AT 8" a) J �=l I C d • • • • • • • &s ••• • • • • 11••• • •••• i1 •11 • #8 X 1" FH SMS AT 8. 0.1 • • • •••• •• •• •• ••• • ••• •••• • •_ • •• • •8u 1" FM SMS AT 8" 0.C. TYPICAL. ANCHORS SEE ELEV. FOR SPACING D ry TYPICAL ANCHORS SEE ELEV. FOR SPACINO #14 SMS OR 1/4" DAA SELF DRIWNO SCREWS TYPICAL ANCHORS; SEE ELEV. FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-/4° DAL TAPCONS -(BIB ELCO) 1-3/4" MIN. TOTAL EMBED. (WOOD +SUBSTRATE) THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1/4" DIA. TAPCONS (BY ELCO) WITH 1 -1/4 MIN. EMBED INTO MASONRY INTO METAL STRUCTURES OR MULLION (STEEL OR ALUM 1/8" MIN. THICK.) #14 SMS OR 1/4" SELF DRIWNG SCREWS SEALANTS; - FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND AU. METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. LOCKS; STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 45" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) HINGES: EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7" LONG WITH 5/18" PLATED STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10" FROM TOP & BOTTOM AND ONE AT MIDSPAN r DR. H FAROOG FLA. PE •. , 18657 FEB 11 2002 a drawing no. W01 -20 (sheet 2 of 5 ) 10 Sw -29244 3 /LEAF HINGE DOOR PORTION 8083 -78 - 11 SW -29245 3 /LEAF HINGE FRAME PORTION 6083-78 - 12 - 2 /LEAF 3/8 X 18 X 32* LONG THREADED ROD MEET. - 13 - 2/LEAF 3/8' X 18 NUT - - 14 - 1/HIN3E 5/18' X 6' R00 STEEL PLATED STEEI. 15 - 0/LEAF 1/4' SETTING 101.0CK NYLON - 10 - AS RECD. CUEING VINYL VINYL - 17 PW -101 AS REGD. BULB WEATHERSTRIPPING VINYL - 1B P5 -5400 AS RECD. PILE WEATHERSTRIPPING - SCHIZOS. 18 85.100NE PLUS - SILICONE DOW COMM OR EQUIV. 20 5025 AS REGD. FLUSH BOLTS DELTA IND. OR EGUM. 21 CP -B111 - ENTRY LOCNSET TACO OR WESTLOCK 22 #6X3/4' PFSI/S AS REGD. ASSEMEILY SCRIM AT ALL FRAME JOINTS 23 005-018 AS RECD. GLAZING ADAPTER (DOOR) 0063 -T6 - 24 00A-017 ..._... 4 RHOD. GLAZING ADAPTER (swan) �9G63 - TB - 25 DOR -019 AS REDO. CRASS STOP 8083 -78 - • • • • • s • • • • •• • • .500 ••• • • WEATHERSTRIP ADAPTER 1.750 .710 FRAME HEAD /JAMB • THRE:R OLS • •••• • • • • • • SIDE UTE GLAZING BEAD r,07B TYP, • •••• • ..068 TYPE Sat 71 3.999 .625 1.800 • •s • • • • • •• •. —p • • L375. • • - • • ••• •• 6 •• • 1.750 .375 .844 GLASS STOP L985 L573 1.! 1.547 078 TYP. 4687 HINGE STILE LOCK STILE 466 A78 TYP, GLAZING ADAPTER (DOOR) .470 i • GRAZING ADAPTER (SIDELTTE) ASSEMBLY STIFFENER SIDE UTE JAMB 0.070 #10-24 X 1/2' FN SELF DRILLING SCREWS 3 PIECE HINGE Approved i Od6hf •M the 53 0 o.re I. Uuu°I+ 3/18' ANNEALED GLASS 090 SAF -GLASS POLYCARBONATE INYTERLAYER 3/1•• ANNEALED GLASS 7/18 OVERALL LAM. GLASS BY 'SECURITY IMPACT HOLDING' GLASS TYPE 'A' 4 3/18' HT. STREN'D GLOSS .090 SAFLEX 110 PVB INTER AVER 3/16' HT. STREN D GLASS 7/18" OVERALL LAM. GLASS BY 'SOLUTIA INC.' GLASS TYPE 'B' Ear: DR. YS FARDOG STRUCTU FL A. PE # 18607 3/16' HT. STREN'D GLASS .130 GLASSLAM SAFETY PLUS [NU:RLAYER 3/18" HT. STREN'D GLASS k 7/18' OVERALL LAM. GLASS BY 'GLASSLAM SAFETY PLUS' GLASS TYPE 'C' FEB 11 2002 4 1 8 1 drawing no. WO1 -2O (shee1 S ) • • • i,/ • • • • • •••• • • , ` • • • • • • •••• • • � • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • •••• FRAME BOTTOM CORNER Anyone= 4•••■fistide Florlds Wan Cab Der AP `` ti LLI 111rtl =W fOOR LEAF CORNER Engr. ORS OU FAROW FLA. PE a 1¢50 FEB 11 2002 drawing no. WO1 -20 (sheet 5of 5 ) MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window Systems 7040 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami. Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Casement Window ✓ APPROVAL DOCUMENT: Drawing No. W03 - 36, titled "Aluminum Casement Window (Impact) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 5/28/03, with revision date 8/26/03, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County ProdV Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been 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 NOAnha1f teviik4 tb tted'.r by the manufacturer or its distributors and shall be available for inspection at the job shat. f rrquesIa & Building Official. This NOA consists of this page 1 as well aappreval documenPmentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. • • • • ... .•. • • • • • • • • • . • • • • • • • • .. • • • • • • • • • NOA No 03- 0612.04 • • • • • • • • *Expiration Date: September 18, 2008 Approval Date: September 18, 2003 Page 1 -os -�r ' Q S V MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAG1 J R BUILDING ILITEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Florida Window Systems NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -36, titled "Aluminum Casement Window (Impact) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 5/28/03, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -03 -1312 dated. 4/17/03, signed and sealed by Rafael Droz, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1752 dated 12/3/02, signed and sealed by Rafael Droz, P.E. 3. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1230 dated 6/23/02, signed and sealed by Rafael Droz, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E. 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1235 dated 7/3/02, signed and sealed by Rafael Droz, P.E. • ••• • • • • • •• • • • • • '. • • • • • •• ••• •• • • • •• • • • • Theodore Berman, P.E. • • • • • Ditemb Director, Product Control Division • • • • • • • • ;. ▪ • • ;. • • • NOA No 03-0612.04 • • • • • ••• • • • Expiration Date: September 18, 2008 Approval Date: September 18, 2003 •• • • • Xil• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• • ••• • • • ••• • • Florida Window Systems NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1703 dated 7/9/02, signed and sealed by Rafael Droz, P.E. 7. Test reports on 1) Air Infiltration Test, per EEC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1234 dated 7/3/02, signed and sealed by Rafael Droz, P.E. 8. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1702 dated 7/8/02, signed and sealed by Rafael Droz, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM E1300 -97 and structural analysis, by Al Farooq Corporation, dated 5/28/03, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00-0524.06 issued to Glasslam NGI, Inc. for "Safety - Plus Laminated Glass" dated 9/21/00, expiring on 9/9/03. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. E. STATEMENTS 1. Statement letter of conformance, dated 5/27/03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 5/27/03, signed and sealed by Humayoun Farooq, P.E. F. 01HER 1. Letter from the consultant sating that the product is in compliance with the Florida Building Code (FBC) ...... • • • • .. • • • • ••• ••• • Theodore Berman, P.E. ' • ;Deputy Director, Product Control Division • • • ' • • • • ' • • . . .. .. • • • "' • • • Expiration Date: September 18, 2008 Approval Date: September 18, 2003 • • ▪ • • • • • • • • • • • • • • • • • • • • • .. . . • • • . • • ... • • • ... • • • • •••1 • • •••1 ••1 • 1 ••1 • •••1 • • • • 1 • • • ••• • • •• • • • • • •• J • • •• • •• •• • • • • • • • • • •• • II • • 11•• - i T LASS TYPE 'Al' • • • • SIUCONE CORN** .M GE 4000e • •••• 1 /B' MIN. GLASS .080' INTERLAYER OLASSLAM SAFETY -PLUS .010' PET FILM 080' INTERIAYER OLASSLAM SAFETY -PLUS 1/8' ANN. GLASS SIUCONE DOW CORNING 995 GE 4000 • •• • • • • • •• •3! el '%• 0 I • • .., VENT WIDTH •••• • • 74' • • • • • • WINDOW WIDTH 30 15/18' D.L OPG. 38 7/8' VINT WIDTH 1 TYPICAL ELEVATION TESTED UNIT SIUCONE DOW CORNING 998 OE 4000 1/8' HEAT STREN'D. GLASS .080' INTERLAYER OLASSLAM SAFETY -PLUS .010' PET FELT 080' INTERLAYER GLASSLAM SAFETY -PLUS 1/8' HEAT STREN'D. GLASS SIUCONE DOW CORNING 995 GE 4000 CI ASS TYPF 'AG' GLASS TYPE 'R1' GLAZING OPTIONS / I ==e *.==.#=.= _ __= / —< \ I j \ lIy) I \ 30 15/18' D.L OPG. 35 7/8' VENT WIDTH 37' WINDOW WIDTH ALUMINUM CASEMENT WINDOW (IMPACT) DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. APPROVAL APPUES TO SINGLE VENT WINDOWS OR DUAL VENT WINDOWS USING INTEGRAL IMPOST. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE ALSO FOR WINO LOADS AS PER ASCE 7-88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAIUNQ BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. STEEL. IN CONTACT WITH ALUMINUM TO BE PAINTED WITH A HEAVY BODIED BITUMINOUS PAINT OR BE GALVANIZED. DM B ✓,tL Env: DR. MAMA FAR000 STRUCTURIM x.35 CDO? drawing no. W03 -36 sheet 1 of 5 28 -1/2' 37" 53 -1/8' 74' 38 -3/8' (4) 85.0 88.0 75.0 80.0 76.0 80.0 78.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 58.0 88.0 75.0 80.0 75.0 80.0 75.0 80.0 55.0 830 79.0 80.0 75.0 80.0 75.0 80.0 28 -1/2' 37 ' 83 -1/8' 74' 90 -9/8' (5) 55.0 530 75.0 80.0 75.0 80.0 75.0 80.0 85 85.0 75.0 80.0 78.0 80.0 78.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 54.7 54.7 73.1 73.1 75.0 80.0 75.0 80.0 26 -1/2' 37° 53-1/8' 74' 83" (5) 55.0 58.0 75.0 80.0 75.0 80.0 75.0 80.0 47.0 47.0 75.0 80.0 75.0 80.0 75.0 80.0 34.0 34.0 85.8 55.8 73.0 800 75.0 80.0 - - 52.8 52.8 679 579 75.0 80.0 28 -1/2 37. 53 -1 74-1/4 (8) 39.2 39.2 75.0 780 75.0 80.0 75.0 80.0 28.4 28.4 57.2 57.2 75.0 80.0 740 80.0 - - 40.8 40.9 88.7 88.7 557 88.7 ro733S� 24' ) 55.0 850 75.0 800 75.0 80.0 740 80.0 55.0 580 75.0 80.0 740 80.0 740 80.0 58.0 950 78.0 80.0 78.0 80.0 740 - 80.0 55.0 55.0 75.0 80.0 75.0 80.0 740 80.0 85.0 55.0 75.0 80.0 75.0 840 78.0 80.0 (3) 55.0 55.0 75.0 80.0 75.0 50.0 78.0 80.0 55.0 55.0 750 80.0 75.0 80.0 740 80.0 55.0 55.0 75.0 50.0 740 80.0 75.0 80.0 88.0 55.0 75.0 80.0 740 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 75.0 80.0 48' (4) 55.0 55.0 750 80.0 75.0 80.0 750 80.0 58.0 55.0 73.0 80.0 75.0 80.0 740 80.0 55.0 840 75.0 80.0 75.0 80.0 75.0 80.0 540 55.0 75.0 80.0 75.0 80.0 740 80.0 55.0 55.0 75.0 80.0 75.0 80.0 740 80.0 ( 58.0 55.0 75.0 80.0 740 80.0 740 80.0 840 55.0 75.0 80.0 75.0 80.0 75.0 80.0 43.2 43.2 75.0 75.5 75.0 80.0 78.0 80.0 389 35.9 84.4 64.4 740 80.0 78.0 80.0 - - 57.6 57.5 73.5 739 75.0 80.0 N A O m py ( 47.4 47.4 75.0 80.0 75.0 80.0 740 80.0 320 32.0 64.5 84.5 75.0 80.0 740 80.0 24.5 24.5 49.3 49.3 740 77.2 75.0 80.0 - - 40.8 409 85.0 85.0 88.0 58.0 37' (4) 55.0 55.0 75.0 80.0 19 -1/8' 28 -1/2' 37' 50 -5/8' (8) 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 55.0 53.0 75.0 80.0 19 -1/8' 26 -1/2' 37' 83' (5) 45.5 45.8 75.0 80.0 34.0 34.0 75.0 80.0 78.0 80.0 19 -1/8' 28 -1/2' 74 -1/4' ( 27.5 27.3 75.0 80.0 - - 889 889 ass 55.0 75.0 80.0 • 24' • • 85.0 55.0 75.0 80.0 • • )••• • 850 55.0 75.0 80.0 85.0 •• 4870 75.0 80.0 •18' • • • • 55.0 • 55.0 • 75.0 80.0 • • • ibs • • • 55.0 • 8s.0 • 740 80.0 30' (3) 55.0 • 85.0 • 75.0 80.0 36' • 55.0 • • Id • 740 80.0 • M8' • • • • 85.0 • S5.0• • 75.0 80.0 • • 24' • • •4r • • • 85.0 : • A5% • 75.0 80.0 850 55.0 75.0 80.0 30' (4) ••38 •41- ••- 55.0 • I 75.0 80.0 F i n n • • 55.0 • •5Q• 75.0 80.0 80 43.2 • kV.. 75.0 80.0 35.9 48.9 75.0 80.0 (5) • - • •-• • • 75.0 80.0 18' • • 32.0 a 330• 75.0 80.0 • •24' 72r • • 249 • • R4. i 75.0 80.0 30' •' ' • - - 890 86.0 • ••• • ••• • • • •• •0• 41 00 ••• 0041 • • • 4141• ) O. OF ANCHORS PER JAMB SEE SHEET 1 FOR DESCRIPTION OF GLASS TYPES () - NO. OF ANCHORS PER JAMB Engn 09. KULAYOUN PAR000 STRUCTURES C 4A E 1 18 .1!'G 2 7 2003 1 0 a k 1 1s . drawing no. W03 -36 sheet 2 of 5 • •••e • •••e • • • •••e ••e • 4 ••e • • •••e • • • •••• •• • •• •• •• • . • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 3/18° TEKS OR SFLF DRII INC I SCRFWR INTO METAL STRUCTURES (1/8 MIN. THICKNESS) (1/4" MAX. SHIM SPACE) UL M& MLIELL.12811. NG SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) SEALANTS; ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. Enen DR. HAMA FAROOQ STRUCTURES FLA. 6U 4- AA 2 7 2003 drawing no. W03-36 (sheet 3of 5 ) 10 30088 2/ VENT LEVER TYPE FACE MOUNT LOCK STEEL TRUTH, AT 12" FROM TOP AND BOTTOM 11 21087 2/ VENT LACK KEEPERS, AT FRAME JAMB FACING LOCK STEEL ATTACHED W/ (2) 110 X 3/8" 55 SMS 12 40088 1 ROTO OPERATOR STEEL TRUTH, ATTACHED W/ (4) 18 X 3/8'. SAS 13 - - 457 THICK CORNER KEY ST. STEEL. 1 -1/2" X 1 -1/2" X 1/2" 14 - 2/ LOCK LOCK INSTALLATION SCREWS - 112 X 1/2" PH SMS • ••• • ••• • • • ••• •• ••• • ••• • • •• • • ••• • • • • • •• •• •• • • • flEIY OR 28Y ROOD BUCK • •• • • • • • • • • STRUCTURES CC 4 . 7B A 8 AG 2 7 2003 (sheet 4of 5 ) • • • ••• •••• .• • •••• • • • • • • •••• • • SINGLE VENT WINDOWS •• • • AT 8' FROM TOP & BOTTOM FASTENED W/ (2) 18 X 1' EH SMS • • • 172' X 5/8" X 2 LONG • • AVM 2/ VENT •A ir FROM TOP & Barron' • •wED W/ (2) 18 X 1" FH SMS • DUAL VENT WINDOWS STEEL RENFORCINO SEE SHEET 2 FOR CAPACITIES ( 81804. struM OLS PP ® OR 8E GALV )KM DADE COUNTY APPR'D MUWON • SEE SEPARATE NOA • - © 0 • EEC D L OPO. VENT WIDTH EXTERIOR WINDOW WIDTH D.L OPO VENT WIDTH 4 {" MAX. 1/4" SHIM TYPICAL ANCHORS ° SEE ELEV. FOR SPACING 211111 Sil===C11= •. Imo- •� 1'�p 0 I 1 .7 • TYPICAL ANCHORS 110 SMS SEE ELEV. FOR SPACING AMadr % M die NOM Mod o37 %1r4T "L drawing no. W03 -36 • • • • • • • • • •• • • • • 597 FRAME •• •• • • • • . .... • • • • A38 L202 .• . • • • •••• • • •• • .965• • • • • .BB2 • • • • • L438 4.000 4.626 IMPOST 430 050 .745 GLAZING BEAD REINFORCING CHANNEL 38 KS STEEL IMPOST CORNER CORNER KEY ALUMINUM 1 -1/B X 1 -1/8 x .or THK. FRAME CORNER VENT CORNER Engn OR. HU ' OQ R.A. PE p 1 _6087 CAN. 7at6 " ALL FRAME AND VENT CORNERS TO BE SEALED WITH IYHrTE/ALUM COLORED SEALANT. a• 8 8 a �� _� fA HOW Igq Jh L � 1 k drawing no. W03 -36 (sheet 5of 5 ) MIAMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window System, Corp. 7191 NW 77 Terrace Medley, FL 33166 SCOPE: i‘j t Q � ••• n • • • • • .• • • • • • • • • •••• • • ••••• • • • • • • • • • •.• • •• • ••• • • • • • ee- GS-c1 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING T FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ARE may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series FWS — 200 Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. W04-20, titled "Series FWS -200 Alum Single Hung Window (L.M.L) ", sheets 1 through 5 of 5, prepared by AL Farooq Corporation, dated 03/11/04, signed and sealed by Humayoun Farooq, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Prod7et Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been 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 previtittl tp tjte jr jjypc tflanufacturer or its distributors and shall be available for inspection at the job site ate reap:estlif tie $uraldinI Official. This NOA consists of this page 1 and evidence pages E 1 Aug 2 as .4 ea as approval document mentioned above. The submitted documentation was reviewed by Heigminip F. Ggpzaj P.F, • • • • • • • • • • • • • • • NOA No 04- 0528.03 • Eiplration Date: July 29, 2009 V Approval Date: July 29, 2004 • Page 1 • • • • • • • •• •• • • R.C. Alumnnum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 - 20, titled "Series FWS -200 Alum Single Hung Window (L.M.I.) ", sheets 1 through 5 of 5, prepared by AL- Farooq Corporation, dated 03/11/04 on, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc. Test Report No HETI - 03- 1820B dated 02/12/04, signed and sealed by Rafael E. Droz -Seda, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc. Test Report No HETI - 03- 1820A dated 09 /09/03, signed and sealed by Rafael E. Droz -Seda, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI - 03- 1322B dated 01/01/04, signed and sealed by Rafael E. Droz -Seda, P.E. 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI - 03- 1322A dated 06/05/03, signed and sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTMS -1300, and structural analysis, prepared by AL- Farooq Corporation, dated 03/09/04, signed and sealed by Humayoun Farooq, P.E. •• ••• • • • • • •• • • • •• • • • • •• •• • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • ••• • • • E.1• • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • • • d: erminio` Gonzalez, • q Product Control Division • • • • • NOA No 040528.03 • Expiration Date: July 29, 2009 Approval Date: July 29, 2004 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03 - 0514.15 issued to " Oldcastle Glass, Inc." for " Storm Glass used for lamination of glass" dated 12/11 /03 and expiring on 12/11/08" 2. Notice of Acceptance No. 01 - 0205.02 issued to " Solutia, Inc.." for " Saflex/Keepsafe Maximum" dated 05/17/01 and expiring on 05/21/06" F. STATEMENTS 1. Statement letter of no financial interest, dated 03/09/04, signed and sealed by Humayoun Farooq, P.E. 2. Statement Letter of conformance dated 03/09/04, signed and sealed by Humayoun Farooq, P.E. G. 01kIJ;R 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). .. ... • • • .. •• • • - . • • ••••. • •• • ••• •• • • • ▪ •• • • • • • • • •. . . • • •• • ••• • o F. ez,P.E. drawl, Product Control Division • • • • • . • • • • • •. • • NOA No 04-0528.03 Exp iration Date: July 29, 2009 • • • Approval Date: July 29, 2004 • ••• E -2• • • ••• • • • • • • • • • • ••• • • • • • • • • • • • •• • •• • • • • ••• • • • • ••• . • • •• • • 00 00 • 0000 • 0 00 0 • ••• •• • • • SEHIE §:HS ABUM 'SINGLE HUNG WINDOW . • • •DESIGN WM WINGS FOR T HE S E WI • WIDOWS TO BE AS PER CHART SHOWN ON•SHEET 2. •... THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.N. /S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MUWONS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL TYPICAL ELEVATION 'TESTED UNIT Engn C0UN AR000 STRUCTURES FL 118851 ._>s•�- - rest:- MAR 1 8 2004 drawing no. W04 -20 (sheet 1 of 5 42' 48" 53 -1/8" l.9) 80.0 85.0 80.0 88.0 86.7 75.0 86.7 75.0 60.0 85.0 60.0 65.0 66.7 75.0 68.7 75.0 60.0 85.0 80.0 85.0 68.7 71.3 88.7 78.0 19 -1/8' 28 -1/2' 32' 37' 42' 48' 83 -1/8' -3/8 (3) 80.0 65.0 60.0 65.0 88.7 75.0 88.7 75.0 60.0 65.0 60.0 85.0 66.7 75.0 68.7 75.0 80.0 88.0 60.0 85.0 88.7 89.3 88.7 75.0 60.0 81.9 80.0 85.0 81.8 61.9 68.7 75.0 55.9 58.0 80.0 85.0 55.9 55.9 68.7 75.0 80.0 50.0 80.0 85.0 50.0 50.0 68.7 75.0 45.9 45.9 80.0 85.0 45.9 45.9 88.7 75.0 19 -1/6 26 -1/2" 32" 37' 42' 48' ,3 -1/8' 50-5/8 (4) • • • • • 4 :. . 60.0 85.0 80.0 65.0 88.7 75.0 88.7 75.0 80.0 65.0 60.0 88.0 68.7 74.4 88.7 75.0 80.0 65.0 60.0 65.0 85.2 85.2 68.7 78.0 58.7 58.7 80.0 88.0 58.7 58.7 68.7 75.0 83.3 53.3 80.0 85.0 53.3 53.3 88.7 75.0 48.0 48.0 60.0 85.0 48.0 48.0 88.7 75.0 6 44.3 41.3 _8.0 65.0 44.3 44.3 68.7 75.0 • 0 -1/8" i6 -1/2 • • 32' 37' 42' 5. 48' 163 -1/8" • • • • • • • • • SY °' : • • 60.0 610 4 60.95 85.0 88.7 780 88.7 78.0 • 80.0 85.1! 80.d 65.0 86.7 73.0 65.7 75.0 60.0 68.0 6016 65.0 88.7 89.9 88.7 75.0 600 82.1 ' 65.0 63.1 83.1 88.7 75.0 57.5 67.5 600 85.0 57.5 57.5 68.7 75.0 81.4 elf 85.0 51.9 51.9 86.7 75.0 48.0 4107 4 461405 82.2 48.0 48.0 68.7 75.0 • -1/8' 28 -1/2' 1 .32' • 37' 5 • 42' 48" 83 -1/8" • 60.0 85.Q 4 jQ0 88.0 88.7 73.0 88.7 75.0 4580.0 660 60.0 65.0 68.7 75.0 88.7 75.0 • • 60.0 851 a VA 88.0 88.7 73.5 68.7 75.0 a 60.0 860 48510 85.0 68.6 68.8 88.7 75.0 (8) • 60.0 NM • AO. 65.0 80.8 60.8 88.7 75.0 655.1 55.1 60.0 81.6 55.1 55.1 68.7 73.0 • • - - 51.0 51.0 68.7 75.0 516 - 1/8" 28 -1/2 32' 37' 42' 48' 53 -1/8 • • • 41 80.0 85.0 600 88.0 88.7 75.0 88.7 75.0 • • • • • • 60.0 85.0 60.0 85.0 88.5 68.6 88.7 75.0 57.6 57.8 80.0 85.0 57.8 57.6 58.7 75.0 78 52.0 52.0 60.0 85.0 52.0 52.0 68.7 75.0 (8) - - - - 47.7 47.7 88.7 78.0 - - - - 43.4 43.4 88.7 75.0 - - - - 40.4 40.4 68.7 75.0 42' 48' 53 -1/8 (4) 53.3 53.3 80.0 85.0 53.3 53.3 86.7 75.0 48.0 48.0 60.0 81.7 48.0 48.0 68.7 75.0 - - - - 44.3 44.3 88.7 75.0 19 - 1 /6" 26 -1/2" 32' 37' 42' 48' 53 -1 / 87 (5) 60.0 88.0 60.0 85.0 86.7 75.0 68.7 78.0 60.0 65.0 60.0 65.0 86.7 75.0 66.7 750 80.0 85.0 80.0 85.0 88.7 59.8 88.7 78.0 80.0 83.1 60.0 85.0 93.1 83.1 88.7 75.0 - - - - 57.5 57.5 88.7 750 - - - - 51.9 51.9 88.7 75.0 - - - - 48.0 48.0 68.7 760 19 -1/8' 25 -1/2' 32' 37' 42' ®� 60.0 85.0 60.0 65.0 89.7 75.0 88.7 76.0 660 85.0 800 660 88.7 76.0 68.7 75.0 60.0 66.0 60.0 660 86.7 768 86.7 75.0 - - - - 88.6 868 88.7 78.0 - - - - 618 618 68.7 75.0 19 -1/8" 28 -1/2' 32" 80.0 85.0 600 88.0 88.7 78.0 68.7 76.0 76" 610 880 80.0 '88.0 88.5 88.8 88.7 760 06) - - - - 57.6 57.8 68.7 76.0 • •••4 • •••4 • • • •••e •• • 4 ••• • •• •• • •••• • • • •••• * NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. BULB VINYL 1 /8" HEAT STREN'D GLASS 075' STORMGLASS INTERLAYER 090 PVB INTERLAYER BY OLDCASTLE SAFLEX /KEEPSAFE MAXIMUM OR BY .090" PVB INTERLAYER 1/8' ANN. GLASS SALE /K MAXIMUM 1/8" HEAT STREN'D GLASS 1/8" ANN. GLASS GLASS TYPE 'A' SILICONE PECORA 895 GLAZING OPTIONS GLASS TYPE 'B • N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. SILICONE PECORA 895 • UNF 9rtP 4 18 C 35 5 8557 MAR 1-8 2004 PT; tai Appmeda4mnr Florida Dais NOAH Mind Division By drawing no. W04 -20 (sheet of 5 • • • • • •••. ••e • e ••e • •••I • • • • F IRI N Orgn DR. HUUATOUN FARCOO SIRUCTUR6 FLA PE / 18887 CAN. 3838 MAR 1 8 2004 drawing no. W04 -20 (edieet 3 of 5 • • • • •• • • • • g • •• • • • •••• • w •• •• • • • • • • • • • • • • • • •• •• TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TO SPRING LATCH TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNT' APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCK THRU 1 BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY TYPE 'B' 1/4 TAPCONS INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY #1 ' TEKC OR S EA C DRI IN . S'REWS INTO METAL STRUCTURES (1/8° MIN, THICKNESS) (1/4 MAX. SHIM SPACE) 412 SMS OR SF1F DRILLING SCRIM INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE — MOREHEAD 5504 SEALANT. WEEPHOLES; W1 ® 1 -1/2 X 3/18 WEEPHOLES AT 2 -1/4° FROM EACH END A Robb Date ism odor By w b V o 8 giA2A. • • • • • • • ••• • ••• •• • • • • • EXTERIOR D.L GPO. WINDOW WIDTH Edon DR. STRUCTURES FM000 �C.AN. '3838 MAR 1 8 2004 (sheet 4oi 5 ) • •• • • • • • • • •••• • • • • • • • • •• • • 2BY • • WOOD B • •• •• •• •• •• • • • •• • • • •• ••.. • • •••• • • •• MIAMI -DARE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH TYPICAL ANCHORS SEE E .EV. FOR SPACING WINDOW WIDTH 9 9A 10 12 13 14 15 18 16A 17 18 19 20 FWS -018 895 /8 X 1-3/4" W21178 E205 /8 X 3/8' 20-09 2/VENT 2/VENT 2 AS RECD. 20 AS RECD. AS RECD. 2/VI NT 2/VENT 2 4 1 VENT LATCH • 10 -3/4" FROM ENDS CAM TYPE SWEEP LOCK LATCH SPRINO GLAZING COMPOUND FRAME k VENT ASSEMBLY SCREWS PILE WSTRIPPING WTTH PLASTIC FIN BULB WSTRIPPING BLOCK AND TACKLE BALANCE 5/8" SPUiM. BALANCE SASH 01005 SCREWS SASH STOP SASH GUIDE 5/18 BOX SCREEN 8083 -T8 ZAMAK STEEL CRS VINYL ALUMINUM [WALLED W/ (2) 18 X 3/4' FH SINS PECORA RIMS ULTRAFAB FH OPTIONAL • TYPICAL ANCHORS SEE ELEV. FOR SPACING 5 Ixy {r�� F5 a O 11. 1 7 k P 1 W04 -20 drawing no l • • • • • ..•.•. ••q•• • • •••■4 • •••I • • • •••1 • • • 1.280 •• •• 2.888 2.683 FRAME SILL 2.085 1.785 ' tea �V 1 • •• I• •• • • • • • • 'tow • VENT TQP RAIL •• •• • •• .813 • • • • • • •• 1.250 • 9 • •••• • • • at VENT seribdeRAIL 2.260 .780 .082 • b .250 1.878 FRAME JAMB 1.000 VENT LATCH • • GLAZING BEAD • • • •• ••• • I•• .082 • • 7g •b•• 1.wj• �••• .414 VENT SIDE RAIL FRAME CORNERS DETAIL drawing no. W04 -20 (sheet Sof 5 VENT CORNER DETAIL Opp SR. HUMAYoutl FAROOO STRUCTURES y CAN 3838 7 MAR 1.8 2004 a.a f o r U � o. , 4;4 r " Inspection Date: 09/20/2006 Inspector: Perez, JanPierre Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Building Department Comments Tuesday, September 19, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP252OOO Contractor: FLOW -TECH AIR CONDITIONING CORP Block: Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Page 1 of 2 Passed Inspector Comments ,\ " f Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/20/2006 Inspector: Perez, JanPierre Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Building Department Comments Tuesday, September 19, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP252OOO Contractor: FLOW -TECH AIR CONDITIONING CORP Block: Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Page 1 of 2 EXHAUST FAN ROUGH Passed Inspector Comments II Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/01/2006 Inspector: Perez, JanPierre Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Contractor: FLOW -TECH AIR CONDITIONING CORP Building Department Comments Wednesday, April 26, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone (305)795 -2204 Fax: (305)756 -8972 Permit Type: Mechanical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Block: Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Page 1 of 2 Inspection Date: 05/01/2006 Inspector: Perez, JanPierre Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: FLOW -TECH AIR CONDITIONING CORP Building Department Comments Wednesday, April 26, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho : (305)795 -2204 Fax: (305)756 -8972 Block: 5" Permit Type: Mechanical - Residential Inspection Type: Rough Duct Work Classification: Addition /Alteration Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/01/2006 Inspector: Perez, JanPierre Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: FLOW -TECH AIR CONDITIONING CORP Building Department Comments Wednesday, April 26, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho : (305)795 -2204 Fax: (305)756 -8972 Block: 5" Permit Type: Mechanical - Residential Inspection Type: Rough Duct Work Classification: Addition /Alteration Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Page 2 of 2 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) 41 Hz 04 (.0(16• Phone # Owner's Address Ci 14(4,04/ Tenant/Lessee Name Job Address (where the work is being done) 524 fe eqZhd '`51 City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name flotJ-TRA4 4c. C . Contractor's Address /02 3 tAA) ( 3 Feu cit ) 414 I fate FL. Qualifier Name V4010 gie2.4 State Certificate or Registration No. CA-00 24.:7 1 Architect/Engineer's Name (if applicable) Value of Work For this Permit $`jG c0 Type of Work: Describe Work: []Addition Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State BY Electrica Plumbing County . Miami -Dade • ['Alteration ['New ra/Litry, I . A4 J • • /, r hdlyl�i vemir Bond $ Code Enforcement $ Structural Review. $ MCIEETET Permit No. MAC 3 2006 ster Permit No. 7. • /13 Certificate of Competency No. Zip Phone # Square / Linear Footage Of Work: Double Fee $ Phone # Zip Total Fee Now Due $ 3v Roofing P h o n e # 30S ` 4 . 5 l t Zip s i 44 Phone # ' D OE 6 t ig 2 Repair/Replace 0 Demolition Submittal Fee $ Permit Fee $ r C Notary $ Training/Education Fee $ 0 . $O . Scanning $ _ C 0 • Radon $ DPBR $ CCF $ 2 .40 coicc Technology Fee $ • ( . Zoning $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City . ,. _i• State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for EI, WORK, PLUMBING, SIGNS, WELLS, PQOL:S F tNACES, t3(LBRS, HEATERS, TANKS and AlR.00X1,5trIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate aid that all work will be d one,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 OIL AN . ATAORNEY• BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of co encement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. e absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. APPLICATION APPROVED BY: (Revised 02/08/06) State Zip Sign: Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY O P pISL S,ATh OF FLORIDA Melissa Rivera Commission #DD396161 Expires. FEB. 14, 2009 t 113onded Tp Atlaatic bgadils Co., Inc. Sign: Print: -� --i , r lb M C ommission Ex ires< "t : «.e ` ,, My Coni i1ssion f x ' Y p .a '`- q Vi a. y , , ., ' , r , * * **** *** ** **** ti *k ;� * * ** * *i** * *** ** 414 *>F 14 * ** r**W* Syr * ** *W 4i 44 *** ** *> it >r*10.4*** ****>ti** **** ** ti • ' Plans Examiner Engineer Zoning TEM ATH TU3 UNIT FEE ITEM SWITCH CUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE IDET LIGHT OUTLETS CENTRAL HEATING ISHWASHER RECEPTACLES A/C (WIND) ISPOSAL SERVICE TEMPORARY A/C (CENTRAL) RlNKllr FOUNTAIN SERVICE SIZE IN AS DUCT WORK LOOt DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION CREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING NTERCEPTOR RANGE TOP UNDERGROUND TANKS OVEN ABOVE GRID TANKS .AVATORY .ALINDRY TRAY WATER HEATER U.F. PRESSURE VESSELS :LOTHES WASHER MOTORS 0- 1 H' STEAM BOILERS ;HOWER MOTORS OVER 1- 3 If HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 If ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTE},S URINAL MOTORS OVER 25-100 }f COOLING TOWERS HATER CLOSET MOTORS OVER 100 FP VIOLATION INDIRECT WASTES 1 - A/C WIDOW REI,NSP,ECTJDN WATER SUPPLY T0: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS I •HEATER -NEW INST. ( GENERATORS HEATER - REPLACE GENERATORS TRANSFORMERS } } LAWN SPRINKLER -WELL SPECIAL PURPOSE ) 1 SWIMMING POOL OUTLETS COM,ERC I AL WATER SERVICE SIGN TUBES SEWER CONNECTIONS I .•SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY-WATER F I XTl,RES SEPTIC TANK - ANTENNA RELAY - TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. 1 VIOLATION PUMP R. ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL } AREA DRAIN 1 I ROOF INLET f SOLAR WATER HEATER FIRE STANDPIPE I } POOL PIPING} LAWN SPRINKLER SYSTEM. { } 1 GAS RANGE 1 I • METER SET (GAS) GAF PIPING 1 1 ADDENDUM TO BUILDING PERMIT APPLIUA L IUN o ✓p AN A1PLIC4.TION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAI,N'r.D, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) P L U M B I N G ELECTRICAL MECHANICAL Issue Date: 4/25/2006 Owner's Name: OM HOMES, LLC Permit Type: Mechanical - Residential Work Classification: Addition /Alteration Job Address: 525 92 Street NE Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 08/31/2006 Contractor(s) Phone Primary Contractor FLOW -TECH AIR CONDITIONING C Yes Comments: REPLACING AIR HANDLER AND COMPRESSOR, REPLACING DUCTS IN BATHROOMS AND KITCHEN, RUNNING NEW DUCTS FOR EXHAUST FANS IN BATHROOMS AND NEW DRYER VENT Additional Information Tons: Classification: Residential Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: MC -3 -06 -829 Phone: (305)758 -0775 1132060141130 Lot: PB: Total Square Feet: 0 Total Valuation: $ 3,500.00 Required Inspections Rough Rough Duct Ventilation Smoke Test Hood Smoke Det Test Final Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $140.00 $9.00 $3.50 $155.70 i e N r Amt Due Amt Paid L5S -'I v Total: L c•'1 Z, $155.70 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. it MECHANICAL CRITIQUE SHEET 1 Miami Shores Village Building Department Wll4 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. - z Job Name Date Inspection Date: 03/28/2006 Inspector: Levrack, James Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Miami Shores Village, FL Contractor: THE NEW MIAMI SHORES PLUMBING Building Department Comments Monday, March 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph : (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Plumbing - Residential Inspection Type: Top Out Work Classification: Addition /Alteration Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Phone: 786 -553 -5424 Page 1 of 2 s • ctor Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Date: 03/28/2006 Inspector: Levrack, James Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Miami Shores Village, FL Contractor: THE NEW MIAMI SHORES PLUMBING Building Department Comments Monday, March 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph : (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Plumbing - Residential Inspection Type: Top Out Work Classification: Addition /Alteration Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Phone: 786 -553 -5424 Page 1 of 2 Inspection Date: 03/28/2006 Inspector: Levrack, James Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Contractor: THE NEW MIAMI SHORES PLUMBING Building Department Comments Monday, March 27, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho :: (305)795 -2204 Fax: (305)756 -8972 Block: 913 Permit Type: Plumbing - Residential Inspection Type: Water Main z-- Work Classification: Additiona7t on Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Phone: 786 -553 -5424 Page 1 of 2 ,.,, j/ 1-01 Passed sw • / 1 / / " sec(or Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/28/2006 Inspector: Levrack, James Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Contractor: THE NEW MIAMI SHORES PLUMBING Building Department Comments Monday, March 27, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho :: (305)795 -2204 Fax: (305)756 -8972 Block: 913 Permit Type: Plumbing - Residential Inspection Type: Water Main z-- Work Classification: Additiona7t on Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Phone: 786 -553 -5424 Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Owner's. Name (Fee Simple Titleholder) (1.3 1 n r l \ M 4,> Owner's Address ciA NE- art 471 City & i k t qLQrt5 State 4 Tenant/Lessee Name Job Address (where the work is being done) Architect/Engineer's Name (if applicable) Type of Work: ['Addition DAlteratt n Describe Work: 13 i p" ® p Total Fee Now Due $ (Continued on opposite side) Miami Shore Village Building Department 10050 N.E. ��, ° � , ?� - .'.._n hores, Florida 33138 Tel: ( . 8972 City Miami Shores Village County Is Building Historically Designated YES Contractor's Company =AO M 101171 Contra t '$. Address - Y D A/W / City M t�n State TQ • Qualifier TWOS fW i' 1�(1 State Certificate or Registration No. ` 7 4g $ Value of Work For this Permit 3 1 4 V o ' SeLS t& 4 c1r5< Miami -Dade UMb19 NO Permit No.T I-co ` a:2_7 aster Permit No. i 0 ° a t k Phone # Zip 5'713 t_ Phone # Mechanical Roofing Zip la Phone # 75 OLL[ Zip `5' ? Certificate of Competency Np. Phone # W1 �a ew 0 Square Footage Of Work: l air/Replace ❑ Demolition ** ** *, * * *, * * *, * * * * * * ** * * * ** F ees * * ** ** * * * * * * ** ** * * * ** * ** ** Submittal Fee $ ( Permit Fee $ ! / 0 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Band $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) �— Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AI'FIDAVIT: 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certed copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this / The foregoing instrument was acknowledged before me this a day of d , 20 C by (s�� . J$ day of �� , 20c tp , by who i rsonally known to or who has produced who is p o ally known to me or o has duced idotake an oath. ohc 05/13/03 As identification and who 'd take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: NOT Signature Print: My Co * ** * * * * * * * * * * * * * * * * * * * * ** L Q'` LAURA C CHASCO MY COMMISSION* DD441444 0,0 EXPIRES: June I , 009 , 1'Lc **VI M ** ** *'* as identific wit ,; ' CARMEN A. RIVERA ' as Le •,,��., -, !Wary *Public - State °M OM GornmhtanTq Mc1r1b.2008 4onded BY National NotaryAssn.' ,Vis�. `B • ***************** * * ** * * * * * ** * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION f AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HA. B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIC ELECTRICAL MECHANICAL TEN ATH ?LB UNIT FEE ITEM UNIT SWITCH OUTLETS FEE ITEM SPACE HEATERS UNIT IDET i LIGHT OUTLETS -_ CENTRAL HEATING ISHWASHER RECEPTACLES SERVICE TEMPORARY A/C (CENTRAL) FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK RI�NKING DRAIN __ SERVICE REPAIR/METER CHANGE REFRIGERATION LOOR CREASE TRAP APPLIANCE CUTLETS -_ PROCESS AND PRESS PIPING NTERCEPTOR RANGE TOP UNDERGROUND TANKS .AVATORY OVEN .AUNDRY TRAY WATER HEATER ;LOTHES WASHER MOTORS D- 1 HP -_ ;HOWER MOTCRS OVER 1- 3 HP -_ A O) .ffis,5 c ,., 9 9 c ABOVE (ROUND TANKS U.F. PRESSURE VESSELS STEAM BOILERS HOT WATER BOILERS _ ;INK, POT /3 COMP. C MOTORS OVER 3- 5 If -_ MECHANICAL VENTILATION ;INK, RESIDENCE O MOTORS OVER 5- 8 HP -_ TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTCRS OVER 10- 25 HP __ FIRE SPRINKLER SYSTEMS URINAL -_ MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES I A/C WINDOW REI.NSP,ECTION WATER SUPPLY TO: I AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS -_ HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL __ OUTLETS COM,ERCIAL WATER SERVICE -_ SIGN T1BES SEWER CONNECTIONS • SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TAW ANTENNA RELAY I TELEVISION CUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATOH BASIN DISCHARGE WELL _ DOMESTIC WELL AREA DRAIN 1 ROOF INLET I SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEW. I I GAS RANGE I METER, SET (GAS) I I PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION f AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HA. B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIC ELECTRICAL MECHANICAL Issue Date: 2/8/2006 Owner's Name: OM HOMES, LLC Permit Type: Plumbing - Residential Work Classification: Addition /Alteration Job Address: 525 92 Street NE Miami Shores Village, FL Additional Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 08/31/2006 Contractor(s) Phone THE NEW MIAMI SHORES PLUMBII 786- 553 -5424 Yes Primary Contractor Comments: PLUMBING WORK FOR 3 BATROOMS AND KITCHEN REMODELING Type of Work: REMODELING Additional Info: Classification: Residential Type of Piping: Bond Retum : In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: PL -1 -06 -227 Phone: (305)758 -0775 1132060141130 Lot: PB: Total Square Feet: 0 Total Valuation: $ 3,400.00 Required Inspections Underground Rough Water Main Top Out Main Drain Lavatory Water Service Re Pipe Heater Final Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $190.00 $3.00 $4.75 $200.95 Invoice Number PL - 2 - 06 - 23791 Total: FEB 08 PAID vG (C 34 Amt Due $200.95 Amt Paid 42 L&) q� NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. LOW VOLTAGE ONLY �` /2 J Passed Ile Inspector Comments -- /5 C %t0/2a,-- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -26936 Inspection Date: 09/18/2006 Inspector: Devaney, Michael Owner: HOMES, LLC, OM Job Address: 525 92 Street NE Project: <NONE> Miami Shores Village, FL Contractor: EFJ ELECTRICAL CONTRACTOR Building Department Comments Friday, September 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 1 9 20116 Permit Number: EL -1 -06 -189 Permit Type: Electrical - Residential Inspection Type: Electrical Work Classification: Addition /Alteration Block: Phone Number (305)758 -0775 Parcel Number 1132060141130 Lot: Phone: (305)793 -3263 Page 2 of 2 Issue Date: 2/8/2006 Owner's Name: OM HOMES, LLC Permit Type: Electrical - Residential Work Classification: Addition /Alteration Job Address: 525 92 Street NE Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 06/17/2006 Contractor(s) Phone EFJ ELECTRICAL CONTRACTOR (305)793 -3263 Yes Primary Contractor Comments: ELECTRICAL WORK FOR ADDITION OF MASTER BEDROOM & BATHROOM ENLARGE FAMILY ROOM NEW KITCHEN NEW NC NEW WINDOWS THROUGHOUT Additional Information Type of Work: REMODELING Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: EL -1 -06 -189 Phone: (305)758 -0775 1132060141130 Lot: PB: Total Square Feet: 2280 Total Valuation: $ 5,000.00 Required Inspections Alteration Underground Rough W W Service Change Meter Box Fire Alarm Relocation Final Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $3.00 $1.00 $225.00 $3.00 $5.63 $237.63 Invoice Number EL - 2 - 06 - 23792 Total: FEB 0 8 PAID G Amt Due $237.63 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 03/29/2000 10:45 MIAMI SHORES VILLAGF 4 93059450422 AP IAA Inspection Date: 03/28/2006 Inspector. Devaney, Michael Owner. HOMES, LLC, OM Job Address: 525 92 Street NE Project <NONE> Miami Shores Village, FL Contractor EFJ ELECTRICAL CONTRACTOR D t Common Monday, March 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756-8972 NO.271 P008 Permit Type: Electrical - Residential Inspection Type: W W Work Classification: Addition /Alteration Block: Phone Number (305)758-0775 Parcel Number 1132060141130 Lot Phone: (305)793 -3263 Page 2 of 2 . Passed / Inspector Comments p c f . /1//e?//f/2"Y �� 7 i 6' . Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid - - until 03/29/2000 10:45 MIAMI SHORES VILLAGF 4 93059450422 AP IAA Inspection Date: 03/28/2006 Inspector. Devaney, Michael Owner. HOMES, LLC, OM Job Address: 525 92 Street NE Project <NONE> Miami Shores Village, FL Contractor EFJ ELECTRICAL CONTRACTOR D t Common Monday, March 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756-8972 NO.271 P008 Permit Type: Electrical - Residential Inspection Type: W W Work Classification: Addition /Alteration Block: Phone Number (305)758-0775 Parcel Number 1132060141130 Lot Phone: (305)793 -3263 Page 2 of 2 03/29/2006 10:45 MIAMI SHORES VILLAGF 93059450422 7-s Inspection Date: 03/28/2006 Inspector. Devaney, Michael Owner. HOMES, LLC, OM Job Address: 525 92 Street NE Miami Shores Village, FL Project: <NONE> Contractor: EFJ ELECTRICAL CONTRACTOR Building Department Comments Monday, March 27, 2006 Inspection Worksheet Miami Shores Village 10050 .E. 2nd Avenue Miami Shores, FL Ph 1 (305)795 -2204 Fax: (305)758 -8972 NO.271 1006 Permit Type: Electrical - Residential Inspection Type: Underground Rough Work Classification: AdditionIAlterat on Block: Phone Number (305)758-0775 Parcel Number 1132060141130 Lot Phone: (305)7933283 Page 2 of 2 Passed motor Comments ,." rj 77 47 W 7- " c9 ‘ . Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 03/29/2006 10:45 MIAMI SHORES VILLAGF 93059450422 7-s Inspection Date: 03/28/2006 Inspector. Devaney, Michael Owner. HOMES, LLC, OM Job Address: 525 92 Street NE Miami Shores Village, FL Project: <NONE> Contractor: EFJ ELECTRICAL CONTRACTOR Building Department Comments Monday, March 27, 2006 Inspection Worksheet Miami Shores Village 10050 .E. 2nd Avenue Miami Shores, FL Ph 1 (305)795 -2204 Fax: (305)758 -8972 NO.271 1006 Permit Type: Electrical - Residential Inspection Type: Underground Rough Work Classification: AdditionIAlterat on Block: Phone Number (305)758-0775 Parcel Number 1132060141130 Lot Phone: (305)7933283 Page 2 of 2 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical lumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ® IV\ Owner's Address 62- S r ' L' t City V / U 6l0.1\th State , Zip '2 11 1 c Q Tenant/Lessee Name Phone # 30 S 5 01 /I' S Job Address (where the work is being done) tj Th (J L lr( City Miami Shores Village County Miami -Dade Zip 1 1 7 1 t 3 `b Is Building Historically Designated YES NO ')( C.O. Contractor's Company Name 4-.. i C.O. Phone # (c:3)) 1 '9 3-- 32.0 Contractor's Address 1 330 0 ;u) l l 0 f 'lG City f©r6" I State P d Zip 3a Qualifier - 1_ 2 1 J K J i "2 - State Certificate or Registration No. f 0 0 1 ®C) Architect/Engineer's Name (if applicable) 4 $ Value of Work For this Permit Type of Work: [Addition Describe Work: Total Fee Now Due $ (Continued on opposite side) [Alteration [New Repair/Replace D Demolition r flO >.. —I 1., Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 am EI1VEP JAN 0 Permit NO L c 1 89 aster Permit No. € l O 0 ' Certificate of Competency No. Phone # Phone # Square Footage Of Worka ( 1.1 1 t% Q .56 13 1- tops -�►I� Submittal Fee $ Permit Fee $ , Z Z OPP CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ S > E3 Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) G ' ,( (\ I -1 Q r- ? avu r y Mortgage Lender's Address 122 ® /- I 4 , � i t CLl� S fl o o r City CA4Ntiit, 61 9 to State P1 Zip 377 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 AliFIDAVIT: 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 osted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of s posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this / 3 day of 1. , 20 Clip by who is personally known to me or who has produced As identification and who ' id take an oath. chc 05/13/03 NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** * * * * * ** APPLICATION APPROVED BY: Signature'. ' a„ Contractor The foregoing instrument was acknowledged before me this day of 3 1 • ,20010 by who is personally known to me or who has produced as identification and who did take an oath. My Commission Expires: ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** �� Jeanette R del Rey ��,,� My Commission DD230908 * te * * *� * * * * * * * * * * ** * * LAURA C CHASCO MY CO * DD .1 4* EXPIRES: June 16 . P-4).024- Plans Examiner Engineer Zoning Y�, ADDENDUM TO BUILDING PERMIT APPLIUA I IUN 'AN, FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMITHAS B. DETAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL UNIT FEE ITEM UNIT SWITCH CUTLETS FEE ITEM UNIT SPACE HEATERS FEE ITEM 3ATH TLB 3IDET LIGHT OUTLETS CENTRAL HEATING RECEPTACLES A/C (WIND) 3ISHWASHER DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) O R I N K I I I G FOUNTAIN SERVICE SIZE I N AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS OVEN ABOVE GROUND TANKS LAVATORY LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COW. MOTORS OVER 3- 5 If MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW RELNSP,ECTJON WATER SUPPLY T0: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS I 'HEATER -NEW INST. _ GENERATORS.TRANSFORMERS I HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE I SWIMMING POOL OUTLETS COMf,ERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS ,• SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION _ SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN I ROOF INLET I SOLAR WATER HEATER -- --- FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) . GAS PIPtH ! I 1 ADDENDUM TO BUILDING PERMIT APPLIUA I IUN 'AN, FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMITHAS B. DETAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL The followin • pages were originally attached to plans with the following permit # ipo5 - I PERMIT #: (�' DATE: (U/ o Contractor QM ner o Architect Picked up 2 sets of plans and (other Address: ytt_c oeild From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: ' �'►''' PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT Ael2c • •• • • • • • •••• • •• • • • • • •••• • • • • •••• • • • • • • • • • • en T � V 0 0- • • •• •• • • • • • • • • • • •••• • • • • •••• • • • • • • • • •• • • • • •••• • • • • • Dan Owens 22" 23" 'I 48" All dimensions _size designations given are subject to verificaton on job site and adjustment to fit job conditions. TECH 100" 42" y 30" —— 24" i 36" 24" ,' 18" X 30" k 24" — 36" " "" Custorrces Notes "* After the removal of olio cabinets, customer will place similar tile under old cabinets. Some tile line will show around appliances and cabinets and extra molding will be needed to hide the tile line around cabinets. Customer will assume plumbing and electrical fixtures will match design layout. if building out walls customer will match dimensions to design specification. r 44" X I 1 45" 1 This is an original design and must not be released or copied u applicable fee has been paid or job order placed. ED Fp 1 Designed: 12/19/2005 Printed: 1/12/2006 • L Drawing #: 1 • •• • • • • • •••• • •• • • • • • •••• • • • •• • • • • • • • • • • • ••• • • • • • • • • •••• • • • • ••• • • •••• Dan Owens 36" • 39n1 44 18" )/ 59" All dimensions _size designations given are suhject to verification on job site and adjustment to fit job conditions. BOOU0000000V00000Y019000000 24" / - 30" TECH OLOGIES �y 57" 42" This is an original design and must not be relensed or copied unless applicable fee has been paid or job order placed. El 1 \3 Designed: 12/19/2005 Printed: 1/12/2006 Drawing #: 1 • .• • • • • • •••• • • •••• • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • •••• •••• t 0 - - - -- 24" 39" 24" 30" 26" 22 "- 65" 24" All dimensions _size designations given are subject to verification on job site and adjustment to fit job conditions. T_H NOLOGIES This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. Dan Owens El 1\2 Designed: 12/19/2005 Pri r tied: 1/12/2006 Drawing #: 1 La / 24" 18" 142" 100" • • • • • •• • • • • •• •• • • • • • • • • • • •• • Dan Owens 48" P1 1 \1 • • •• • • •••• • • • • • • • • •••• • • •• • • • • • •• • All dimensions _size designations given are subject to verification on job site and adjustment to fit job conditions. 20 1 SEC OLO GIES This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. Designed: 12/19/20E15 Printed: 1/12/2006 rl•nairinn. 3E• 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 T - .2204.305) 756.8972 4 17?Ph PERMIT APPLICATION M _ kc 1 BUILDING FBC 2001 Permit Type (circle): Building Tenant/Lessee Name City Miami Shores Village Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: Describe Work: Notary $ Scanning $ Radon $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department Training/Education Fee $ Electrical Phone # Permit No. 8 PO_ q 13 Master Permit No. Owner's Name (Fee Simple Titleholder /4 141_0 Phone # 16 0 7V - Owner's Address 1 N� i� City State �1 Zip %?3 1 "l q Job Address (where the work is being done) 1. l County Miami-Dade Is Building Historically Designated YES NO I/ i- Contractor's Company Name & ' -A L' 1 .t4J Contractor's Address City (VIM 1 Plumbing Mechanical Roofmg Zip !x,130 Phone # '5 14+1 Qualifier State Certificate or Registration No.,/ 1 0.4" Certificate o 'C it petei cy No. Phone # 51oo otof Square Footage Of Work: 5 ..." 2: 7 Addition ❑Alteration ❑New ❑ Repair/Re. lace ❑ Demolition alagniM Gk 4 ' 31S * * * * * * * * * * ** . * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * ** * * * * * * ** tG1 Submittal Fee $ L r , TO Permit Fee $ CCF $ CO /CC 25D Technology Fee $ Bond $ Zoning Code Enforcement $ Structural Plan Review. $` CC) s /02 z t , Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will. be performed to meet the standards of all laws regulating construction in tid.s ;jurisdiction: I'untlerstand that a sepdtate permit must be seci4red4or )1' CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOL FURNACES, BOILERS, HEATERS, TATKS 44 AIR CQ' ITIONg1 S, ETC ....: >. OWNER'S AFFIDAVIT: I certify that all he foregoing information is accurate and tha aPr work will be done in coin li'ance Wth all applicable laws regulating construction and zoning. d . "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT'MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERT.Y. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR s' AN 4ATTORNEY« BEF+ORE , 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 pf the,recQrded notice of oordlmencement must be posted at the job site for the farst,inspec1jdn wh eh' ,sev n (7) days OW the buikling permit as -issued* jn the absence of such posted notice, the inspection will4o, ke approved and a reinspecttion fee will be charged • P ,• 9 Signature? r ,'" i Signature Owner or Agent Contracitor The foregoing instrument w acknowledged before me this 17 The foregoing ii strumentawas acknowledged before me this day of day of .. , 20 —, by who i - son s kno.yvn to mewl. who has produced who is iiet §bna°ily known to me or who has produced As.identifioation and who did take an oath. , A �,,. , aap identification and who did take an oath. NOTAR NOTARY PUBLIC: r�Ad a% 6 Print: WIN 1 e , ��\YL.dI d _ Sign: • My Co . ission E l'7'es �- :. „ LRpwi v: f,U 0 i'Q7 ° f, t g 4 i 9 , Fo o P ' ended `Uh My,Cbmmission Fat , . .a * * * * ** * * * * * * * ** * * * * * * ** * ,i1:`,� ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** ***44*** ** *** *** *** 4** ski * ; ** **64* i *4 * *** * * *** ** * * *** APPLICATION APPROVED BY: Chc 05/13/03 • , I Z 1 /4/c r S NC'L Plans Examiner Engineer Zoning , Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. e5 - 973 Job Name CWENS ZNO REVIEW 5 Ng q2 ct STRUCTURAL CRITIQUE SHEET ma s z - ies s/5 of a 1-4c gepor ref. 0 - Therc Ore .r/,i/ 2 yJee/i ,4 -4 I1 e. 5eS• K On j-Z do ,-fA "AdeAlr/ be 5 M etnd t∎e -e - Versa )0 Prow a See /i ihr44 'heAr gorderi wadi $ °~ Snel, Cols, rl 1 Y �e5 � r z, �G�� e�x g� � 2 ,�'.� 4 M window a/ SheArei -- el /Ws/ a3ct a 5/1• /) nod cc ol, eetts h AkilAt?erfri t�r 3112- klet-ac '(off N.Oto 2 }s5 t Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 430 Miami Shores Village Building Department Permit No. Job Name Date BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 10IYITi" r cc% r a DR t &`w04 y / 1 onc-,4 DRUB - CD 11 T 4 �J &/ , 2MV��r� r'/QaA/ DATE F t - o o c - L c - U f - 7-t oti a (= t Gva rc 7 ( 4;14 J, f v 4 Y o is EJk1 o4c (7;1 -41 EI' w 192, C r , j7 IA/itk Z.-0 or 460 i9-7v0 1 166 �r f (IU( R)g 6 Pero z-es- CHI FIQUE SHEET 2 COMMENTS 1NTIALS 1 JOB ADDRESS: _ 50 /V T f� S/ APPLICANT: APPLICATION: r, 6 �� L DATE V v ZONING CRITIQUE SHEET PERNIIT # C7„) tic OFT 0f-cx.;d o fJ O 7tM ? 6/41e46 amt( Coed/0( PA-r, CAd ' -- Anrt Dower ? S kecii C vetizo 6 5' C JO, s 6 to e-feucepi INITIALS 4(U eJ / pi aiuS eitr / 5 ' ` zt,e-p Liz �4f CV 0Cd AI tJr 'e:74-cn,ez-des )1-F- /v t 5'e1-43 Fe r (2eviec,1 1116Z54-S-406,/ , Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No , A/ - 9Y 3 Job Name 44 EN $z.s /a 92 S¢. STRUCTURAL CRITIQUE SHEET 5- ,� Q � /��os ,4d4'n ex c .aeel 21 % of axisirrl . S`iaw et plans how yo-y tQ, /'/ cam flly evil) AL.t ph Vf51Dn$ o> fBC Sec. 3 4 01. 8 .2 • 3 fr°/7 o,A e d 1. e 714/6 s4 are mienhareat There are do $ rgt~ft,tra1 7Jraw /er95. Need faunotet,ham Plan Reg(' rrerminy /M/an, .54.c 1ivn5 r cel/cur /a /ion s �tdrhdl loads d f-e,n oval ,if bz arirr teai /s), styec�al�f, e¢ Weed "50/G STATEMENT'. vw cal / wind load en !Ili tonciow e� 5 f 5 Ele va /don s an Sh • A-2. 9 ' cvy NSlale /ha I- Poo / we" - separa./e f ermi" re fit. srt d mvi ProcI a. f rf ppry va /s Jr ail h-ew doer', h.»/f de) WS JA'rm pate e/5 f C • iqfb W - ,i w c/o of Shower o� ,A/I. J3a J-1-40/ w / heat- //of . t/ C) There e re ,r a ti Ar ,'h e e c c t»,n e n is from rn x, ID C. re) BE S 61\1E0 L p P` rr yin eer rev's/et-ea' i•7 S - a /e el f /vrr 'c/or . PERMIT # () 5- c j 8 CONTRACTOR: E --- , A �� SUBMITTAL DATE: 'gy 6 - PROJECT TYPE:- .), _ ' ; li :1 t 1 _c ZONING FIRE R4-i—oArtin- aim k STRUCTURAL (4j4/04 IMPACT FEES Icy / ° ' fr°f e ELECTRI AL HRS /DERM RL P � �BI G r NOC MFCNAMCAL ' 15 0 BLDG 3401.8.1.2 The requirements of this section shall not supersede specific requirements of the code for con- struction in Fire Zones. 3401.8.2 Additions 3401.8.2.1 Any addition or alterations increasing the floor area of the building, shall rneet the requirements of this section. For purposes of this section, whether an addition falls within the stated pe rcentages shall be cal- culated based on the cumulative increase of the build- ing during the course of one calendar year. 3401.84.2 A.tt except Group R3. occupancies shall comply with the following: 3401.8.2.2.1 When additions, or alterations increas- ing floor area are made, to an existing building; and the addition and - existing briileiti-artosaparated-ly a .. fire rated lLas..clt<fited.stt.Qq:7.. the addi- tion shall conform to all the requirements of the code applicable to a building of the area of the addition. 3401.8.2.2.2 Where the existing building and the addition are not separated by a fire rated wall and the area of the addition is 25 percent or more of the area of the existing building, the existing building ant tl arirtitinn chap he made. to comply with all requirements of the code for building of area equal to the combined area for the addition and existing building. 3401.8.2.2.3 Where the existing building and the addition are not separated by a fire rated wall or where the addition is vertically superimposed on an existing building. and the are a of the addition is less than 25 percent of the area of the existing building, the following requirements shall apply: 1. The addition shall conform to all requirements of the code applicable to a building having the combined area and height of the existing building and the addition. 2. The existing building shall conform to all requirements of the means of egress for a building of the combined area and height of the addition and the existing building. 3. An approved detection. alarm and communi- cations system, detecting products of combus- tion. shall be required for all public areas and means of egress within the existing building. 3401.8.2.3 Group R3 Occupancies shall comply with • the following: 3401.8.2.3.1 When additions, or alterations increas- ing floor area, are made to an existing buildnng and the addition constitutes 25 percent or more of the area of the existing building. the addition shall be made to comply with all the requirements of the code and the existing building shall comply with the following: FLORIDA BUILDING CODE — BUILDING 3401.8.1.2 - 3401.8.3.1 1. Impact resistance devices having a valid NOA `a shall be installed at openings to provide pro_ E. radi o against storrtts. 2. Corners of buildings of masonry conswcdon shall be checked for tie downs. If tie downs are not found in corners, testing shall be per formed to locate tie downs in all walls- Proper =_ installation of tie downs shall be done at 20 foot intervals and at each corner except that interior tic downs may be provided in each side not less than 2 feet on each side of each corner. a 2.1 , Tie • down refers to the anchorage , from the foundation to the tie, beam and shall provide the equivalent strength of a• vertical #5 reinforcing bar properly attached to the founda- tion and tie beaniencced'irt concrete or mortar and lapped •a minimum of a 30 inches or otherwise spliced in a manner which will develop the full strength of the bar. 22 Alternate methods of providing anchorage of equivalent strength to that described in 2.1 may be used where design calculations which admit rational analysis are submitted by a Registered Engineer or Architect proficient in structural design. 3. Roof anchorage shall be checked at all walls where the addition connects to the existing building. If major deficiencies are found and g the anchorage is not in compliance with the minimum requirements of the code, the roof F. anchorage shall be checked for all the existing P. roof. Minimum anchorage shall be provided to each member bearing on the exterior walls. 4. Permanent roof bracing shall be provided at = all gable ends. 5. G.F C.I. outlets shall be installed where required by the code. 6. Smoke detectors shall be installed where required by the code. F. 3401.8.2.3.2 The design professional shall conduct a site visit t o ascertain the necessary work to be per formed to comply with the requirements of this Section. 3401.8.2.33 The design professional shall provide E. an inspection report and indicate on the drawings all I remedial actions to be performed on the building submittal as a part of the permit plans. 3401.8.3 Repairs and alterations easing 3401.83.1 Repairs and alterations not inch the area of the building. trade within any 12 month perm. shall meet the requirements of this section. F. 34.3 The mart& of bps required for one (1) foot penetration of the sampler is mated as "1W (known as the standard penetration resister value). The le value I aIT On - ve density of non-cohesive soils and the OCR en of collet** Wis. &Aerate corrections are :. to t number in order to include the effects of son overburden presaure and Othar factim A sanest ev9luabon of soils is madirfrontrarestablished ctrrelahorr between UN and the relative density or consistency of soils. , This dynamic method of soil testing has been widely accepted by foundation engineers and architects tO ova € evaluate the bearing_ capa of sods, A continuous a used therefore, t taken at int of two (2) feet or at evert chavaget - in_scil characteristics. Wear 3 PD. l l MEW Pte: 305403373 Fax 7443 BeOtOrbitildliW .-outsida the, Perimeter. a OOti dry TC T Vef • larr p -tom athefo s ttenchtaar tin rat a - compaction_ of Off5.41 of the optlmum _as r HTO x-183: Verify-t ensffiea on -pre i tetan*FL 331 ViLLJA _ < WATER-LEVEL = "b cif Date: MO Asamubalwatectim todentskthe pu adoursePies. anePore are submaid as oredractsbanor Mad% *VOWS iS Menai ;wag smile spinet 2_113,!: S EiNvoitiemfilloltole0" „ • • • , • • -•'• • -- Z-4! • H • ":*-. • . , • ••••• _.• . . . - " * ' y • ..„: .:::....g.t:.;.-5-g;.3A•;,-,5,'i/4•45.::•.55...S.....?g,.,.......;:-..:.,-...„.:,;.„.•„.........,-•;,..,;;•:.:;.•=:.... .:.;...,::•;,-..: ' • . : ,.. J . ... .'...-.*.:: .,-•.:'.' ': --.:::.:.:.• :• ::•,..,.:....::::-•- Et..."."1:14•'- •::: ''.....24...........:-.: - -",.:. : :'..".:.....!::-..:.: . • ; :.:-. - -•:::,•::: - .7 . .. , : .:;'.......::: : •:•2 .,:::.,, -:...,,...-:...:,...::::-........:::.:.•,-„,:...,.:::..,.., , , ........... . .,.... „,,...... 111 3o, ' • • • • " • -• • , Asa raubletplotection, to dents. the pity at outsatms.ali aloft an =Malta the we/Ws/mow molding opuivolisistesexed piabg curvaltea approval. • f. IHU • • • - • • • . • - . • • • • v • • . •• . • - " • • . • WassenrOttickt RE $16t4t- a tank and auttit° forpubtaft otstatnuantr-Conclustors- WA1ER LEVEL 7'-0" betasurface At Date: 08105/05 TESTINGLVERIRATORIESOIGINE.MCIION-SERNICESCHEINSMIRWMariTAL sayaces 2388-westlie strew Kaiak Etworti. :awe, reSTOORINGREPORT Arainottatisolooltartdiard% frapubk or extaaolsircausporls reseivecipenthagoarmallea approval- Reptieettuktutettet , • . • • •• - , -- -agutirig4akepterkaaff of statements. Conclusions ALL STAB DRAWERMa AND tw, ti nt* wit*ut..ioui to, liEWTho. August 5. :te reran "Owens" Stuado -- 780 NE. ese street AIM Miami, Florida. 33138 RE Subourfazwilwestigatonfor mperty -at 525 N.E 92 i Shores, Florida. Pursuant P (r(} { j took .author ationy ll- State � Engineering & Testing '.�� Ci s; : f Ft )f cond d- a - tbn at the- referenced-- _ wa& _ performed on Asst 5 2005 The of the kwestigation was to develop pretirninary mforcn t site - to- examine" the sr : on the- subject prowitt iw = to smaluate site prvaration probe and foundation design - criteria- • To achieve the desired objective three (3) Ord -penetration tit rfoanecLand t s-are encloses 4 -report- The borings-wed exanductert uv acs - with- procecluree equaled-4m equaled standard_ l test and- split spoon sang of soils-by ASTM Vii :. A two (2) feet two (2) ladies OD. Split Spoon Sampler was driven into t sUccessi - - _ : iammerdtnr ii =tt -( - . n- ( - at a time then eldreetedfor visual examination and classiff of the retained The timber -cif blows - required for one ( foot_ penetration of is as l ` (own =as - _ : "l - - d the relative density of no cohesive . a nd the consis cy of VAC Suitable corrections are appded to this number in order to include the effects sod - A= -cf s = - taU S =elation_ "NH and the relate density or consistency This dynamic meld of sod testing has been widely accepted by foundation engineers ancf artfiests- to= c the bearing copyedit of soft A- € - Maw ant sampling procedures was used therefore, the samples were taken at intervals of (2) feet at every chenge kirsodetraleacteriedow 231E-Weit7f0 skeet, tikilealviankiz 33014 PD. PAX SW Weak, . Fly 330010, Phone: T Pagadwo= August 5 - Darr .Owens rc- TW II� �..�.a�j #, Loi method of -:9.td _ . � ha ; capacity- foundation and a��{\ .- cone+ ae'�tively _ were �f @ �/1 A �s 1'w s - or id: say l.' s wa t of a the sam ssee taken at } ' of two o at every change kt ... t .- The tom offound have been visua c s d and' are,, des3 I r w�- in. ± - -- The of field } penetration are n presented tier toge �-ni# �: level ghe _ a - seven-MI - z ' existing_ (0) inches helmv the (see boring ). FitiCklatiOri in the observed fevet-should -ice -e et t ti-anges rase- fal-var"surface OnS surface rrurr d a other spedfic factors related to the question. in p. the provided µ,ms, ��, Our �s are on t information provided from i! the client .`6 s o . fl � type of re planned= and an our subsurfacw i _ orb on proposed SttP Our recommendation_ are as . 1.. Clear entire icing area plus V-C outside the perimeter of construction and remove all t-s aid -rte :t 2._ spa* area to a minimum compaction of 98% of the optimum dry dewy as per A T' by- c _ dew compaction test. The excavated area should be inspected prxo to the ot thE hackfillingr operation to ensure that air the- uasu le rta has been . 3 Backfill buficfing_ area mks 5'-O" outside the perimeter of the structure to the requited elevation_ well a deem mixture of sand- and lime fi= (Or moved= - - k cornpaded layers not to exceed 12' in thickness. Compact each layer to a rrinirmkm of if-.t - - - p SIff0 - 1 .- - de tan,. number of field tests, especially the ootir4 area. .. Exmivale footing to the required depth from the ground **nation. density. bottom of the ' footinatrench to a minimum Ic �r� c the optimum dty -cent as- `l4iO i- 80: V�_de fica _ fires n b a -an nom' of fiekt density lion tests. Pagethree- Auggst 5, MI5- Darr Owens 0,-Reactafflatg" The above-founciation_ mom". having_ been achieved and verified we anticipate that the foundation-and-tootirrgs4nay be "tidy pnoportioned_for a safe sorT bearing capactk notto woad 2500- pounds per swell foot The use of spread foothigs and single column pads is suggested; A- monohlhid slab-foundation-may also_ beadopted- Conchal= Regardless of the Moro/Ones of our geotechnical exploration there is always a possittifty that conditions- an the subject- property. (sibs)_ may_ be_ afferent from those at the test fixations._ Therefortc ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC is not responSible forany.sub-soil-mnditions-cirffenantfrom_thosaremted in our boring_ logs. This- reportwas-prepared-exclusively for the_use_of. Dan_Owens. Mucha The conclUsiOns provided - by Alt State Enginearin& &. Testing Consultants are based solely on the information presented-in-this-report, As-a mutuatprotection-to_dents,_the public and oursehies, au reports are submitbsd as the confidante,. properly of dents, and authorization for publication of statements, concludorts or extracts fronvor man:Mg-our reportsis_ reserved pending our mitten approval We- appreciate the opportunity to have been_ of service to your company. Please %el free to contact wit there are-any questions or comments pertaining to this report. SincerelyyourA 0481 fosil'efipt Thrathol/S#1-15 AfiStata.Englileeft Tabling ConMs,4 End .of toeing . fa 1514 TER . rT-- °O belga surface_ D te: or ezdsfiumui ounwitenapprvai EA116E1�`�►#. /St= o� I TESOGRORT - WAIERIEVL - Mbat,ritsurface: A1Pate: - As a ingaitpiotelitianie clientkizepuble andounuink allepegsate sulmeed - or edsadstanuir egazing az woods tesented peadke eur yaw approval. issrstree4 .7wersoRiNGREpoRr Witt - ;41) • : 841S P eCtil k trworr-z . :• isw,orci*I:tariitastiewestatemrat 1 Project Name: Addition & Renovation to OM House '. \Dan Owens \OM Residence \OM house.wls CI Location: 525 N.E. 92nd Street. Miami Shores, FL 33138 By: NWCS Consulting & Specialty Engineering, Inc. FBPE C.A. #9655 Start Date: 8/4/2005 Comments: Calculations By: Nelson F. Walters. FL, P.E. #58207 Addition & Renovation to OM House *Local Information • Wind Dir. 1 2 3 4 Exposure C C C C Basic Wind Speed: 146 mph Topography: None Optional Factors This project uses Toad combinations • from sources other than ASCE 7. August 6, 2005 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 1 of 24 • Addition & Renovation to OM House •Section - Main Section Enclosure Classification: Enclosed Building Category: II Wall 1 2 3 4 Roof A &B C &D Length(ft) 46.0 28.0 46.0 28.0 Slope(:12) 3.0 3.0 Overhang(ft) 2.0 2.0 2.0 2.0 Wall Height: 10 ft Parapet Height: 0 ft Roof Shape: Hipped Wind Loads on Structures Copyright © 2000 SDG, Inc. August 6, 2005 W1 W2 W4 W3 Top AB W1 W4 1W3 Front W4 W3 W2 Right Page 2 of 24 Addition & Renovation to OM House •Section - 1 Enclosure Classification: Enclosed Building Category: II Connected to: Main Section Connected to wall: W3 Position on W3: 33 ft Wall 1 2 3 4 Roof A &B Length(ft) 13.0 17.0 13.0 17.0 Slope(:12) 3.0 Overhang(ft) 0.0 2.0 0.0 0.0 • Wall Height: 10 ft Parapet Height: 0 ft Roof Shape: Gabled August 6, 2005 W1 W2 A B W4 Top W3 B W4 W W1 Front W4 W3 W2 Right Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 3 of 24 Addition & Renovation to OM House •Section - 2 Enclosure Classification: Enclosed Building Category: II Connected to: Main Section Connected to wall: W3 Position on W3: 14 ft Wall 1 2 3 4 Length(ft) 19.0 17.0 19.0 17.0 Overhang(ft) 0.0 0.0 0.0 0.0 Wall Height: 10 ft Parapet Height: 0 ft Roof Shape: Gabled Roof Slope(:12) A &B 3.0 August 6, 2005 W1 W2 A B W4 W3 Top B W4 W1 W3 Front W4 W3 Right W2 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 4 of 24 Addition & Renovation to OM House •Section - 3 Enclosure Classification: Enclosed Building Category: II Connected to: Main Section Connected to wall: W3 Position on W3: 0 ft Wall 1 2 3 4 Roof A &B Length(ft) 14.0 17.0 14.0 17.0 Slope(:12) 3.0 Overhang(ft) 0.0 0.0 0.0 0.0 • Wall Height: 10 ft Parapet Height: 0 ft Roof Shape: Gabled August 6, 2005 W2 A B W1 W3 W4 Top B W4 W1 Front W3 W4 B W3 W2 Right Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 5 of 24 Addition & Renovation to OM House •Section - 4 Enclosure Classification: Enclosed Building Category: II Connected to: 3 Connected to wall: W4 Position on W4: 0 ft Wall 1 2 3 4 Length(ft) 7.75 24.0 7.75 24.0 Overhang(ft) 0.0 0.5 0.0 0.5 • Wall Height: 10 ft Parapet Height: 0 ft Roof Shape: Gabled Roof Slope(:12) A &B 3.0 August 6, 2005 W2 A B W1 W3 W4 Top B W4 W1 Front W3 W4 B Z'` W3 W2 Right Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 6 of 24 Addition & Renovation to OM House •Section - 5 Enclosure Classification: Enclosed Building Category: II Connected to: 1 Connected to wall: W3 Position on W3: 0 ft Wall 1 2 3 4 Length(ft) 13.0 24.0 13.0 24.0 Overhang(ft) 0.0 2.0 2.0 2.0 • Wall Height: 10 ft Parapet Height: 0 ft Roof Shape: Flat August 6, 2005 W1 W2 W4 Top W3 W4 W1 Front W3 W3 W4 W2 Right Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 7 of 24 Addition & Renovation to OM House •Composite Drawing 2 c 1 A B D 17 3 8 1m J K L 16 14 E F 1-1 12 13 4 G 6 August 6, 2005 5 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 8 of 24 ',Components and Cladding Input Addition & Renovation to OM House Component Description Wall /Roof I Surface Label I Zone' Span(ft) I Effective Width(ft) I Area(sqft) Wood Beam WB1 Wood Beam WB2 Rafters R1 (S= 9' -9 ") Rafters R2 (8= 6' -6 ") Rafters R3 (S= 5' -8 ") Rafters R4 (S= 3 " -9 ") Roofing Material Door 1 Door 2 Window A Window B Window C Window D Window E Window F Window G Window H CMU Walls Roof Roof Roof Roof Roof Roof Roof Wall Wall Wall Wall Wall Wall Wall Wall Wall Wall Wall H J H J F M M 9 5 1 2 15 1 17 2 17 15 15 15.5 15.5 9.8 6.5 5.7 3.8 3.0 9.0 3.0 3.0 3.0 3.0 2.5 2.0 1.5 2.0 10.0 9.8 6.5 1.3 1.3 1.3 1.3 7.8 7.0 5.0 3.0 3.0 4.0 4.0 4.0 4.0 3.0 1.0 151.1 100.8 31.7 14.1 10.7 4.9 10 23.3 63.0 15.0 9.0 9.0 12.0 10.0 8.0 6.0 6.0 33.3 Wind Loads on Structures Copyright © 2000 SDG, Inc. August 6, 2005 Page 9 of 24 Addition & Renovation to OM House Components and Cladding Output Wind Loads on Structures Copyright © 2000 SDG, Inc. August 6, 2005 Component Description' Surface I Zone I z(ft) I q(psf) I GCp GCpi I ExtPres(psf) I Net w/ +GCpi (psf) Wood Beam WB1 H 1 11.7 46.3 0.30 0.18 13.9 5.6 22.2 11.7 46.3 -0.80 -37.0 -45.4 -28.7 2 11.7 46.3 0.30 13.9 5.6 22.2 11.7 46.3 -1.40 -64.8 -73.2 -56.5 3 11.7 46.3 0.30 13.9 5.6 22.2 11.7 46.3 -1.40 -64.8 -73.2 -56.5 Net w/ -GCpi (psf) Wood Beam WB2 J 1 11.7 46.3 0.30 0.18 13.9 5.6 22.2 11.7 46.3 -0.80 -37.0 -45.4 -28.7 2 11.7 46.3 0.30 13.9 5.6 22.2 11.7 46.3 -1.40 -64.8 -73.2 -56.5 3 11.7 46.3 0.30 13.9 5.6 22.2 11.7 46.3 -1.40 -64.8 -73.2 -56.5 Rafters R1 (S= 9' -9 ") H 1 11.7 46.3 0.40 0.18 18.5 10.2 26.9 11.7 46.3 -0.85 -39.4 -47.7 -31.0 2 11.7 46.3 0.40 18.5 10.2 26.9 11.7 46.3 -1.75 -81.0 -89.4 -72.7 3 11.7 46.3 0.40 18.5 10.2 26.9 11.7 46.3 -1.75 -81.0 -89.4 -72.7 Rafters R2 (S= 6' -6 ") J 1 11.7 46.3 0.47 0.18 21.8 13.4 30.1 11.7 46.3 -0.89 - 41.2 -49.5 -32.9 2 11.7 46.3 0.47 21.8 13.4 30.1 11.7 46.3 -2.00 -92.6 -100.9 -84.3 3 11.7 46.3 0.47 21.8 13.4 30.1 11.7 46.3 -2.00 -92.6 -100.9 -84.3 Rafters R3 (S= 5' -8 ") F 1 11.7 46.3 0.49 0.18 22.7 14.4 31.0 11.7 46.3 -0.90 -41.7 -50.0 -33.3 11.7 46.3 0 -41.7 2 11.7 46.3 0.49 0.18 22.7 14.4 31.0 11.7 46.3 -2.08 -96.3 -104.6 -88.0 11.7 46.3 -2.20 0 -101.9 3 11.7 46.3 0.49 0.18 22.7 14.4 31.0 11.7 46.3 -2.08 -96.3 -104.6 -88.0 Page 10 of 24 •Components and Cladding Output • • Addition & Renovation to OM House August 6, 2005 111.7 146.3 1-2.08 1 1-96.3 1-104.6 1-88.0 Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) Rafters R3 (S= 5' -8 ") F 3 11.7 46.3 -3.66 0 -169.5 Rafters R4 (S= 3 " -9 ") M 1 11.7 46.3 0.50 0.18 23.2 14.8 11.7 46.3 -0.90 -41.7 -50.0 11.7 46.3 0 -41.7 2 11.7 46.3 0.50 0.18 23.2 14.8 11.7 46.3 -2.10 -97.2 -105.6 11.7 46.3 -2.20 0 -101.9 3 11.7 46.3 0.50 0.18 23.2 14.8 11.7 46.3 -2.10 -97.2 -105.6 11.7 46.3 -3.70 0 -171.3 Roofing Material M 1 11.7 46.3 0.50 0.18 23.2 14.8 11.7 46.3 -0.90 -41.7 -50.0 11.7 46.3 0 -41.7 2 11.7 46.3 0.50 0.18 23.2 14.8 11.7 46.3 -2.10 -97.2 -105.6 11.7 46.3 -2.20 0 -101.9 3 11.7 46.3 0.50 0.18 23.2 14.8 11.7 46.3 -2.10 -97.2 -105.6 11.7 46.3 -3.70 0 -171.3 Door 2 5 4 11.7 46.3 0.77 0.18 35.7 27.3 11.7 46.3 -0.86 -39.8 -48.2 5 11.7 46.3 0.77 35.7 27.3 11.7 46.3 -1.01 -46.8 -55.1 Window A 1 4 11.7 46.3 0.97 0.18 44.9 36.6 11.7 46.3 -1.07 -49.5 -57.9 5 11.7 46.3 0.97 44.9 36.6 31.5 -33.3 31.5 -88.9 31.5 -88.9 31.5 -33.3 31.5 -88.9 31.5 -88.9 Door 1 9 4 11.7 46.3 0.94 0.18 43.5 35.2 51.9 11.7 46.3 -1.04 -48.2 -56.5 -39.8 5 11.7 46.3 0.94 43.5 35.2 51.9 11.7 46.3 -1.27 -58.8 -67.1 -50.5 44.0 -31.5 44.0 -38.4 53.2 -41.2 53.2 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 11 of 24 Addition & Renovation to OM House August 6, 2005 •Components and Cladding Output 136.6 153.2 Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) Window A 1 5 11.7 46.3 -1.34 0.18 -62.0 -70.4 -53.7 38.0 -59.3 38.0 -73.2 • • 15 111.7 146.3 F0.97 1 144.9 Window B Window C Window D Window E Window F Window G Window H 2 15 1 17 2 17 15 4 5 4 5 4 5 4 5 4 5 4 5 4 5 11.7 46.3 1.00 0.18 46.3 11.7 46.3 -1.10 -50.9 11.7 46.3 1.00 46.3 11.7 46.3 -1.40 -64.8 11.7 46.3 1.00 0.18 46.3 11.7 46.3 -1.10 -50.9 11.7 46.3 1.00 46.3 11.7 46.3 -1.40 -64.8 11.7 46.3 0.99 0.18 45.8 11.7 46.3 -1.09 -50.5 11.7 46.3 0.99 45.8 11.7 46.3 -1.37 -63.4 11.7 46.3 1.00 0.18 46.3 11.7 46.3 -1.10 -50.9 11.7 46.3 1.00 46.3 11.7 46.3 -1.40 -64.8 11.7 46.3 11.7 46.3 11.7 46.3 11.7 46.3 1.00 0.18 46.3 -1.10 -50.9 1.00 46.3 -1.40 -64.8 11.7 46.3 1.00 0.18 46.3 11.7 46.3 -1.10 -50.9 11.7 46.3 1.00 46.3 11.7 46.3 -1.40 -64.8 11.7 46.3 1.00 0.18 46.3 11.7 46.3 -1.10 -50.9 11.7 46.3 1.00 46.3 38.0 -59.3 38.0 -73.2 37.5 -58.8 37.5 -71.8 38.0 -59.3 38.0 -73.2 38.0 -59.3 38.0 -73.2 38.0 -59.3 38.0 -73.2 38.0 -59.3 38.0 54.6 -42.6 54.6 -56.5 54.6 -42.6 54.6 -56.5 54.2 -42.1 54.2 -55.1 54.6 -42.6 54.6 -56.5 54.6 -42.6 54.6 -56.5 54.6 -42.6 54.6 -56.5 54.6 -42.6 54.6 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 12 of 24 •Components and Cladding Output Addition & Renovation to OM House August 6, 2005 Component Description I Surface I Zone I z(ft) I q(psf) GCp [GCpi ExtPres(psf) I Net w/ +GCpi (psf) I Net w/ -GCpi (psf) Window H 15 5 11.7 46.3 -1.40 0.18 -64.8 -73.2 -56.5 CMU Walls 15 4 11.7 46.3 0.91 0.18 42.1 33.8 50.5 11.7 46.3 -1.01 -46.8 -55.1 -38.4 5 11.7 46.3 0.91 42.1 33.8 50.5 11.7 46.3 -1.22 -56.5 -64.8 -48.2 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 13 of 24 Addition & Renovation to OM House •MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 Wind Loads on Structures Copyright © 2000 SDG, Inc. August 6, 2005 # I Surface z (ft) q (psf) I G I Cp GCpi I Ext Pres (psf)I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) 1 Windward Wall 10.0 Overhang Top 11.7 Overhang Bot 10.0 46.3 0.88 0.80 0.18 32.6 24.3 40.9 46.3 -0.54 0 -22.0 46.3 32.6 2 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 3 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 4 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 5 Leeward Wall 11.7 46.3 0.88 -0.44 0.18 -17.9 -26.3 -9.6 6 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 8 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 9 Leeward Wall 11.7 46.3 0.88 -0.44 0.18 -17.9 -26.3 -9.6 10 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 11 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 12 Leeward Wall 11.7 46.3 0.88 -0.44 0.18 -17.9 -26.3 -9.6 13 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 14 Leeward Wall 11.7 46.3 0.88 -0.44 0.18 -17.9 -26.3 -9.6 15 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 16 Windward Wall 11.0 46.3 0.88 0.80 0.18 32.6 24.3 40.9 17 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 Page 14 of 24 Addition & Renovation to OM House •MWFRS Net Pressures • This data was calculated using the building of all heights method. Wind Direction 1 Wind Loads on Structures Copyright © 2000 SDG, Inc. August 6, 2005 # I Surface Iz (ft) q (psf) I G I Cp I GCpi I Ext Pres ( psf)I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) A Windward Roof 11.7 B Leeward Roof 11.7 C &D Roof E &F Roof Roof H &I Roof J &K Roof L &M Roof O to 5.9 5.9 to 11.7 11.7 to 23.5 23.5 to 28.0 O to 5.9 5.9 to 11.7 11.7 to 17.0 O to 5.9 5.9 to 11.7 11.7 to 23.5 23.5 to 24.0 O to 5.9 5.9 to 11.7 11.7 to 17.0 O to 5.9 5.9 to 11.7 11.7 to 17.0 O to 5.9 5.9 to 11.7 11.7 to 23.5 23.5 to 24.0 46.3 0.88 -0.68 0.18 -27.7 -36.0 -19.4 46.3 0.88 -0.49 0.18 -20.0 -28.3 -11.6 46.3 0.88 -0.90 0.18 -36.7 46.3 -36.7 46.3 -0.50 -20.4 46.3 -0.30 -12.2 46.3 0.88 -1.05 0.18 -42.8 46.3 -0.82 -33.4 46.3 -0.58 -23.6 46.3 0.88 -0.90 0.18 -36.7 46.3 -36.7 46.3 -0.50 -20.4 46.3 -0.30 -12.2 46.3 0.88 -1.05 0.18 -42.8 46.3 -0.82 -33.4 46.3 -0.58 -23.6 46.3 0.88 -1.05 0.18 -42.8 46.3 -0.82 -33.4 46.3 -0.58 -23.6 46.3 0.88 -0.90 0.18 -36.7 46.3 -36.7 46.3 -0.50 -20.4 46.3 -0.30 -12.2 -45.0 -45.0 - 28.7 -20.6 -51.1 41.7 - 32.0 -45.0 -45.0 -28.7 - 20.6 -51.1 -41.7 -32.0 -51.1 -41.7 -32.0 - 45.0 -45.0 -28.7 -20.6 -28.3 -28.3 -12.0 -3.9 -34.4 -25.1 -15.3 -28.3 -28.3 -12.0 -3.9 -34.4 -25.1 -15.3 -34.4 -25.1 -15.3 -28.3 -28.3 -12.0 -3.9 Page 15 of 24 Addition & Renovation to OM House •MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 Wind Loads on Structures Copyright © 2000 SDG, Inc. August 6, 2005 # ISurface Iz (ft) I q (psf) I G I Cp I GCpi I Ext Pres (psf)I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) 1 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 2 Windward Wall 10.0 10.5 10.8 10.9 11.0 11.2 11.6 11.7 11.8 12.4 13.5 Overhang Top 11.7 Overhang Bot 10.0 3 Windward Wall 10.0 Overhang Top 11.7 Overhang Bot 10.0 4 Windward Wall 10.0 Overhang Top 11.7 Overhang Bot 11.7 5 Side Wall 11.7 6 Leeward Wall 11.7 7 Leeward Wall 11.7 8 Leeward Wall 11.7 9 Side Wall 11.7 10 Leeward Wall 11.7 46.3 46.3 46.3 46.3 46.3 46.3 46.3 46.3 46.3 46.3 46.3 46.3 46.3 0.80 32.6 32.6 32.6 32.6 32.6 32.6 32.6 32.6 32.6 32.6 32.6 -0.54 0 -22.0 0.80 32.6 46.3 0.88 0.18 32.6 46.3 -0.54 0 -22.0 46.3 0.80 32.6 46.3 0.88 0.18 32.6 46.3 -0.90 0 -36.7 46.3 0.80 32.6 24.3 40.9 24.3 40.9 24.3 40.9 24.3 40.9 24.3 40.9 24.3 40.9 24.3 40.9 24.3 40.9 24.3 40.9 24.3 40.9 24.3 40.9 24.3 40.9 24.3 40.9 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 46.3 0.88 -0.50 0.18 -20.4 -28.7 -12.0 46.3 0.88 -0.50 0.18 -20.4 -28.7 -12.0 46.3 0.88 -0.50 0.18 -20.4 -28.7 -12.0 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 46.3 0.88 -0.50 0.18 -20.4 -28.7 -12.0 Page 16 of 24 Addition & Renovation to OM House •MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 Wind Loads on Structures Copyright © 2000 SDG, Inc. August 6, 2005 # ISurface z (ft) I (psf) IG Cp GCpi I Ext Pres ( psf)I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) 11 Leeward Wall 11.7 12 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 13 Windward Wall 10.0 46.3 0.88 0.80 0.18 32.6 24.3 40.9 Overhang Top 11.7 46.3 -0.54 0 -22.0 Overhang Bot 10.0 46.3 32.6 14 Side Wall 11.7 15 Leeward Wall 11.7 16 Side Wall 11.7 17 Leeward Wall 11.7 A &B Roof 0 to 5.9 46.3 0.88 -0.90 0.18 -36.7 -45.0 -28.3 5.9 to 11.7 46.3 -36.7 -45.0 -28.3 11.7 to 23.5 46.3 -0.50 -20.4 -28.7 -12.0 23.5 to 46.0 46.3 -0.30 -12.2 -20.6 -3.9 C Windward Roof 11.7 46.3 0.88 -0.54 0.18 -22.0 -30.3 -13.7 D Leeward Roof 11.7 46.3 0.88 -0.46 0.18 -18.7 -27.1 -10.4 Windward Roof 11.7 46.3 0.88 -0.99 0.18 - 40.3 -48.7 -32.0 F Leeward Roof 11.7 46.3 0.88 -0.60 0.18 -24.4 -32.8 -16.1 G Roof Windward Roof 11.7 O to 5.9 5.9 to 11.7 11.7 to 13.0 46.3 0.88 -0.50 0.18 -20.4 -28.7 -12.0 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 46.3 0.88 -0.50 0.18 -20.4 -28.7 -12.0 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 46.3 0.88 -0.50 0.18 -20.4 -28.7 -12.0 46.3 0.88 -1.18 0.18 -48.1 46.3 -0.74 -30.2 46.3 -0.66 -26.9 -56.4 -38.5 -35.2 -39.7 -21.8 -18.6 46.3 0.88 -0.81 0.18 -33.0 -41.3 -24.7 Page 17 of 24 • • Addition & Renovation to OM House •MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 August 6, 2005 # I Surface Iz (ft) I q (psf) I G I Cp I GCpi I Ext Pres (psf)I Net w/ +GCpi ( psf)I Net w/ -GCpi (psf) I Leeward Roof 11.7 J Windward Roof 11.7 K Leeward Roof 11.7 L Windward Roof 11.7 M Leeward Roof 11.7 46.3 0.88 -0.53 0.18 -21.6 -29.9 -13.3 46.3 0.88 -0.95 0.18 -38.7 -47.0 -30.4 46.3 0.88 -0.58 0.18 -23.6 -32.0 -15.3 46.3 0.88 -1.06 0.18 -43.2 -51.5 -34.9 46.3 0.88 -0.62 0.18 -25.3 -33.6 -16.9 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 18 of 24 Addition & Renovation to OM House •MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 Wind Loads on Structures Copyright © 2000 SDG, Inc. August 6, 2005 # I Surface z (ft) I q (psf) I G I Cp GCpi I Ext Pres ( psf)I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) 1 Leeward Wall 11.7 46.3 0.88 -0.44 0.18 -17.9 -26.3 -9.6 2 Side Wall 11.7 46.3 -0.70 -28.5 -36.9 -20.2 3 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 4 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 5 Windward Wall 10.0 46.3 0.88 0.80 0.18 32.6 24.3 40.9 Overhang Top 11.7 46.3 -0.90 0 -36.7 Overhang Bot 11.7 46.3 32.6 6 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 7 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 8 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 9 Windward Wall 10.0 10.5 10.8 10.9 11.0 11.2 11.6 11.7 11.8 12.4 10 Side Wall 11.7 11 Side Wall 11.7 12 Windward Wall 10.0 10.5 46.3 0.88 0.80 0.18 32.6 46.3 32.6 46.3 32.6 46.3 32.6 46.3 32.6 46.3 32.6 46.3 32.6 46.3 32.6 46.3 32.6 46.3 32.6 24.3 24.3 24.3 24.3 24:3 24.3 24.3 24.3 24.3 24.3 40.9 40.9 40.9 40.9 40.9 40.9 40.9 40.9 40.9 40.9 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 46.3 0.88 0.80 0.18 32.6 24.3 40.9 46.3 32.6 24.3 40.9 Page 19 of 24 Addition & Renovation to OM House •MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 Wind Loads on Structures Copyright © 2000 SDG, Inc. August 6, 2005 # I Surface Iz (ft) I q (psf) 1G I Cp I GCpi I Ext Pres (psf)I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) 12 Windward Wall 10.8 10.9 11.8 13 Side Wall 11.7 14 Windward Wall 11.0 15 Side Wall 11.7 16 Leeward Wall 11.7 17 Side Wall 11.7 Leeward Roof 11.7 B Windward Roof 11.7 C &D Roof E &F Roof G Roof H &I Roof O to 5.9 5.9 to 11.7 11.7 to 23.5 23.5 to 28.0 O to 5.9 5.9 to 11.7 11.7 to 17.0 O to 5.9 5.9 to 11.7 11.7 to 23.5 23.5 to 24.0 0 to 5.9 5.9 to 11.7 11.7 to 17.0 46.3 0.88 0.80 0.18 32.6 46.3 32.6 46.3 32.6 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 46.3 0.88 0.80 0.18 32.6 24.3 40.9 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 46.3 0.88 -0.44 0.18 -17.9 -26.3 -9.6 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 46.3 0.88 -0.49 0.18 -20.0 -28.3 -11.6 46.3 0.88 -0.68 0.18 -27.7 -36.0 -19.4 46.3 0.88 -0.90 0.18 -36.7 46.3 -36.7 46.3 -0.50 -20.4 46.3 -0.30 -12.2 46.3 0.88 -1.05 0.18 -42.8 46.3 -0.82 -33.4 46.3 -0.58 -23.6 46.3 0.88 -0.90 0.18 -36.7 46.3 -36.7 46.3 -0.50 -20.4 46.3 -0.30 -12.2 24.3 24.3 24.3 40.9 40.9 40.9 -45.0 -28.3 -45.0 -28.3 -28.7 -12.0 -20.6 -3.9 -51.1 -34.4 -41.7 -25.1 -32.0 -15.3 -45.0 -28.3 -45.0 -28.3 - 28.7 -12.0 - 20.6 -3.9 46.3 0.88 -1.05 0.18 -42.8 -51.1 -34.4 46.3 -0.82 -33.4 -41.7 -25.1 46.3 -0.58 -23.6 -32.0 -15.3 Page 20 of 24 Addition & Renovation to OM House •MWFRS Net Pressures • • This data was calculated using the building of all heights method. Wind Direction 3 August 6, 2005 # I Surface Iz (ft) q (psf) I G I Cp I GCpi I Ext Pres (psf)1 Net w/ +GCpi (psf)I Net w/ -GCpi (psf) J &K Roof L &M Roof O to 5.9 5.9 to 11.7 11.7 to 17.0 O to 5.9 5.9 to 11.7 11.7 to 23.5 23.5 to 24.0 46.3 0.88 -1.05 0.18 -42.8 46.3 -0.82 -33.4 46.3 -0.58 -23.6 46.3 0.88 -0.90 0.18 -36.7 46.3 -36.7 46.3 -0.50 -20.4 46.3 -0.30 -12.2 -51.1 -41.7 -32.0 -45.0 -45.0 -28.7 -20.6 -34.4 -25.1 -15.3 -28.3 -28.3 -12.0 -3.9 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 21 of 24 Addition & Renovation to OM House MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 Wind Loads on Structures Copyright © 2000 SDG, Inc. August 6, 2005 # Surface Iz (ft) I q (psf) I G I Cp I GCpi I Ext Pres ( psf)I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) 1 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 2 Leeward Wall 11.7 46.3 -0.50 -20.4 -28.7 -12.0 3 Leeward Wall 11.7 46.3 0.88 -0.50 0.18 -20.4 -28.7 -12.0 4 Leeward Wall 11.7 46.3 0.88 -0.50 0.18 -20.4 -28.7 -12.0 5 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 6 Windward Wall 10.0 Overhang Top 11.7 Overhang Bot 11.7 46.3 0.88 0.80 0.18 32.6 24.3 40.9 46.3 -0.90 0 -36:7 46.3 32.6 Windward Wall 10.0 46.3 0.88 0.80 0.18 32.6 24.3 46.3 0.88 0.80 0.18 32.6 24.3 8 Windward Wall 10.0 9 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 10 Windward Wall 10.0 46.3 0.88 0.80 0.18 32.6 24.3 11 Windward Wall 10.0 46.3 0.88 0.80 0.18 32.6 24.3 12 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 13 Leeward Wall 11.7 46.3 0.88 -0.50 0.18 -20.4 -28.7 14 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 15 Windward Wall 10.0 46.3 0.88 0.80 0.18 32.6 24.3 Overhang Top 11.7 46.3 -0.54 0 -22.0 Overhang Bot 10.0 46.3 32.6 40.9 40.9 -20.2 40.9 40.9 -20.2 -12.0 -20.2 40.9 16 Side Wall 11.7 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 Page 22 of 24 Addition & Renovation to OM House •MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 Wind Loads on Structures Copyright © 2000 SDG, Inc. August 6, 2005 # I Surface z (ft) I q (P I G Cp GCpi I Ext Pres ( psf)I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) 17 Windward Wall 10.0 10.5 10.8 10.9 11.0 11.2 11.6 11.7 11.8 12.4 13.5 Overhang Top 11.7 Overhang Bot 10.0 A &B Roof G Roof H Leeward Roof 11.7 I Windward Roof 11.7 O to 5.9 5.9 to 11.7 11.7 to 23.5 23.5 to 46.0 C Leeward Roof 11.7 46.3 0.88 -0.46 0.18 -18.7 -27.1 -10.4 D Windward Roof 11.7 46.3 0.88 -0.54 0.18 -22.0 -30.3 -13.7 E Leeward Roof 11.7 46.3 0.88 -0.60 0.18 -24.4 -32.8 -16.1 F Windward Roof 11.7 46.3 0.88 -0.99 0.18 - 40.3 -48.7 -32.0 O to 5.9 5.9 to 11.7 11.7 to 13.0 46.3 0.88 0.80 0.18 32.6 46.3 32.6 46.3 32.6 46.3 32.6 46.3 32.6 46.3 32.6 46.3 32.6 46.3 32.6 46.3 32.6 46.3 32.6 46.3 32.6 46.3 -0.54 0 -22.0 46.3 0.80 32.6 46.3 0.88 -0.90 0.18 -36.7 46.3 -36.7 46.3 -0.50 -20.4 46.3 -0.30 -12.2 46.3 0.88 -1.18 0.18 -48.1 46.3 -0.74 -30.2 46.3 -0.66 -26.9 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 -45.0 -45.0 -28.7 -20.6 -56.4 -38.5 -35.2 40.9 40.9 40.9 40.9 40.9 40.9 40.9 40.9 40.9 40.9 40.9 -28.3 -28.3 -12.0 -3.9 - -39.7 -21.8 -18.6 46.3 0.88 -0.53 0.18 -21.6 -29.9 -13.3 46.3 0.88 -0.81 0.18 -33.0 -41.3 -24.7 Page 23 of 24 Addition & Renovation to OM House •MWFRS Net Pressures • • This data was calculated using the building of all heights method. Wind Direction 4 August 6, 2005 # I Surface Iz (ft) I q (psf) I G I Cp l GCpi I Ext Pres (ps0I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) J Leeward Roof 11.7 46.3 0.88 -0.58 0.18 -23.6 -32.0 -15.3 K Windward Roof 11.7 46.3 0.88 -0.95 0.18 -38.7 -47.0 -30.4 L Leeward Roof 11.7 46.3 0.88 -0.62 0.18 -25.3 -33.6 -16.9 M Windward Roof 11.7 46.3 0.88 -1.06 0.18 -43.2 -51.5 -34.9 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 24 of 24 • • • - o 0 0 *✓ rk s SOFTWARE FORWOOD DESIGh COMPANY NWCS Consulting & Specialty Enginering Services,. Inc. Aug. 10, 2005 23:25 PROJECT OM House 525 N.E Miami Shores Florida 33138 Roof rafters (R1).wwb Design Check Calculation Sheet Sizer 2004a LOADS ( Ibs, psf, or plf) : Load Type Distribution Magnitude Start End Location [ft] Start End Pat - tern Dead Live Dead Live Full Area Full Area 25.75 (16.0)* 30.00 (16.0)* No No *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : �c vl ' 9' -9" Dead Live Total Bearing: LC number F'theta Length 187 195 382 187 195 382 2 587 1.00 2 1549 1.00 Lumber -soft, S. Pine, No.2, 2x8" Spaced at 16" c/c; Pitch: 3.0/12; Total length: 10'-0.6"; Self Weight of 2.82 plf automatically included in loads; End notches: bottom (depth =1.5, length = Lb, in); Lateral support: top = full, bottom= at supports; Repetitive factor applied where permitted (refer to online help); Load combinations: ASCE 7 -98; Analysis vs. Allowable Stress (psi) and Deflection (n) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Dead Defl'n Live Defl'n Total Defl'n fv = 45 fb = 850 0.11 = <L/999 0.11 = <L/999 0.33 = L/364 Fv' = 87 Fb' = 1380 0.50 = L/240 0.67 = L /180 fv /Fv' = 0.51 fb /Fb' = 0.62 0.23 0.49 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 975 1.00 1.00 1.00 1.000 1.231 1.00 1.15 1.00 1.00 - 2 Fv' 175 1.00 1.00 1.00 - - - - 1.00 1.00 0.50 2 Fcp' 565 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Custom duration factor for Snow load = 1.00 Custom duration factor for Wind load = 1.33 Cn = Notch factor as per NDS 3.4.3 Bending(+): LC# 2 = D +L, M = 930 lbs -ft Shear : LC# 2 = D +L, V = 370, V design = 326 lbs fv = (3V /2bd), V =V design (refer to online help) Deflection: LC# 2 = D+L EI= 76e06 lb -in2 Total Deflection = 2.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) • • • • • • " �� orks® COMPANY NWCS Consulting & Specialty Enginering Services, Inc. Aug. 10, 2005 23:31 PROJECT OM House 525 N.E Miami Shores Florida 33138 Roof rafters (R1 WIND).wwb Design Check Calculation Sheet Sizer 2004a LOADS ( Ibs, psf, or pif) : Load Type Distribution Magnitude Start End Location [ft] Start End Pat - tern WIND Wind Full Area -76.74 (16.0)* No *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : yv 6 0 ' 9' -9" Dead Live Uplift Total Bearing: LC number F'theta Length 14 485 14 14 485 14 0 585 1.00 1394 1.00 Lumber -soft, S. Pine, No.2, 2x8" Spaced at 16" c/c; Pitch: 3.0/12; Total length: 10'-0.6"; Self Weight of 2.82 pif automatically included in Toads; End notches: bottom (depth = 1.5, unsupp. length, e = 9.75, in); Lateral support: top = full, bottom= at supports; Repetitive factor. applied where permitted (refer to online help); Load combinations: ASCE 7 -98; This section FAILS the design check WARNING: This section violates the following design criteria: Bending Analysis vs. Allowable Stress (psi) and Deflection (n) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Bending( -) Dead Defl'n Live Defl'n Total Defl'n fv = 69 fb = 32 fb = 1148 negligible 0.31 = L/391 0.29 = L/413 Fv' = 185 Fb' = 1242 Fb' = 933 0.50 = L/240 0.67 = L /180 fv /Fv' = 0.37 fb /Fb' = 0.03 fb /Fb' = 1.23 0.61 0.44 • • • S eihs aesG COMPANY NWCS Consulting &Specialty Enginering Services, Inc. Aug. 6, 2005 19:41 PROJECT OM House 525 N.E Miami Shores Florida 33138 Roof rafters (R2 ).wwb Design Check Calculation Sheet Sizer 2004a LOADS ( Ibs, psf, or plf) : Load Type Distribution Magnitude Location [ft] Pat - Start End Start End tern Dead Dead Full Area 25.75 (16.0)* No Live Live Full Area 30.00 (16.0)* No *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 6' -8.4" • 0 6'-6" • Dead 124 124 Live 130 130 Total 254 254 Bearing: 2 2 LC number F'theta 587 1549 Length 1.00 1.00 Lumber -soft, S. Pine, No.2, 2x8" Spaced at 16" c/c; Pitch: 3.0/12; Total length: 6' -8.4 "; Self Weight of 2.82 pif automatically included in Toads; End notches: bottom (depth = 1.5, length = Lb, in); Lateral support: top = full, bottom= at supports; Repetitive factor. applied where permitted (refer to online help); Load combinations: ASCE 7 -98; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear fv = 28 Fv' = 87 fv /Fv' = 0.32 Bending( +) fb = 378 Fb' = 1380 fb /Fb' = 0.27 Dead Defl'n 0.02 = <L/999 Live Defl'n 0.02 = <L/999 0.34 = L/240 0.07 Total Defl'n 0.07 = <L/999 0.45 = L/180 0.15 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 975 1.00 1.00 1.00 1.000 1.231 1.00 1.15 1.00 1.00 - 2 Fv' 175 1.00 1.00 1.00 - - - - 1.00 1.00 0.50 2 Fcp' 565 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Custom duration factor for Snow load = 1.00 Custom duration factor for Wind load = 1.33 Cn = Notch factor as per NDS 3.4.3 Bending( +): LC# 2 = D +L, M = 414 lbs -ft Shear : LC# 2 = D +L, V = 247, V design = 202 lbs fv = (3V /2bd), V =V design (refer to online help) Deflection: LC# 2 = D +L EI= 76e06 lb -in2 Total Deflection = 2.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) 1 Vk iOdV\io r ks Aug. s:urwppaoona�x COMPANY NWCS Consulting & Specialty Enginering Services, Inc. 10, 2005 23:37 PROJECT OM House 525 N.E Miami Shores Florida 33138 Roof rafters (R2 WIND).wwb Design Check Calculation Sheet Sizer 2004a LOADS ( Ibs, psf, or pif) : Load Type Distribution Magnitude Start End Location [ft) Start End Pat - tern WIND Wind Full Area -87.90 (16.0)* No *Tributary Width (in) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 6'- 6.4 " �� ' 6'-6" Dead Live Uplift Total Bearing: LC number F'theta Length 9 371 9 9 371 9 0 585 1.00 1394 1.00 Lumber -soft, S. Pine, No.2, 2x8" Spaced at 16" c/c; Pitch: 3.0/12; Total length: 6'-8.4"; Self Weight of 2.82 plf automatically included in loads; End notches: bottom (depth = 1.5, unsupp. length, e = 9.75, in); Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ASCE 7 -98; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Bending( -) Dead Defl'n Live Defl'n Total Defl'n fv = 53 fb = 14 fb = 587 negligible 0.07 = <L/999 0.07 = <L/999 Fv' = 185 Fb' = 1242 Fb' = 1279 0.34 = L/240 0.45 = L /180 fv /Fv' = 0.29 fb /Fb' = 0.01 fb /Fb' = 0.46 0.21 0.15 • • • w4 or $Oenraaerb¢i D . s De civ COMPANY NWCS Consulting & Specialty Enginering Services, Inc. Aug. 6, 2005 19:48 PROJECT OM House 525 N.E Miami Shores Florida 33138 Roof rafters (R3).wwb Design Check Calculation Sheet Sizer 2004a LOADS ( lbs, psf, or plf) : Load Type Distribution Magnitude Location [ft] Pat - Start End Start End tern Dead Dead Full Area 25.75 (16.0)* No Live Live Full Area 30.00 (16.0)* No *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : aW 1" 0 ' 5'-8" Dead 109 109 Live 113 113 Total 222 222 Bearing: 2 2 LC number F'theta 587 1549 Length 1.00 1.00 Lumber -soft, S. Pine, No.2, 2x8" Spaced at 16" c/c; Pitch: 3.0/12; Total length: 6-10.1"; Self Weight of 2.82 plf automatically included in Toads; End notches: bottom (depth = 1.5, length = Lb, in); Lateral support: top = full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ASCE 7 -98; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear fv = 24 Fv' = 87 fv /Fv' = 0.27 Bending( +) fb = 287 Fb' = 1380 fb /Fb' = 0.21 Dead Defl'n 0.01 = <L/999 Live Defl'n 0.01 = <L/999 0.29 = L/240 0.04 Total Defl'n 0.04 = <L/999 0.39 = L /180 0.10 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 975 1.00 1.00 1.00 1.000 1.231 1.00 1.15 1.00 1.00 - 2 Fv' 175 1.00 1.00 1.00 - - - - 1.00 1.00 0.50 2 Fcp' 565 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Custom duration factor for Snow load = 1.00 Custom duration factor for Wind load = 1.33 Cn = Notch factor as per NDS 3.4.3 Bending( +): LC# 2 = D +L, M = 314 lbs -ft Shear : LC# 2 = D+L, V = 215, V design = 171 lbs fv = (3V /2bd), V =V design (refer to online help) Deflection: LC# 2 = D +L EI= 76e06 lb -in2 Total Deflection = 2.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) simm rOmumpaa j • COMPANY NWCS Consulting & Specialty Enginering Services, Inc. Aug. 10, 2005 23:43 PROJECT OM House 525 N.E Miami Shores Florida 33138 Roof rafters (R3 WIND).wwb Design Check Calculation Sheet Sizer 2004a LOADS ( Ibs, psf, or plf) : Load Type Distribution Magnitude Start End Location [ft] Start End Pat - tern WIND Wind Full Area -91.50 (16.0)* No *Tributary Width (in) MAXIMUM REACTIONS 0 (Ibs) and BEARING LENGTHS (in) [ 1 w n� : 5'_101" 5'-8" Dead Live Uplift Total Bearing: LC number F'theta Length 8 337 8 8 337 8 0 585 1.00 0 1394 1.00 Lumber -soft, S. Pine, No.2, 2x8" Spaced at 16" c/c; Pitch: 3.0/12; Total length: 5'- 10.1 "; Self Weight of 2.82 pif automatically included in Toads; End notches: bottom (depth = 1.5, unsupp. length, e = 9.75, in); Lateral support: top = full, bottom= at supports; Repetitive factor. applied where permitted (refer to online help); Load combinations: ASCE 7 -98; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Bending( -) Dead Defl'n Live Defl'n Total Defl'n fv = 48 fb = 11 fb = 464 negligible 0.04 = <L/999 0.04 = <L/999 Fv' = 185 Fb' = 1242 Fb' = 1387 0.29 = L/240 0.39 = L /180 fv /Fv' = 0.26 fb /Fb' = 0.01 fb /Fb' = 0.33 0.14 0.10 • �! mmnwmtiviimOD0 a COMPANY NWCS Consulting & Specialty Enginering Services, Inc. Aug. 6, 2005 20:41 PROJECT OM House 525 N.E. Miami Shores Florida 33138 Roof rafters (R4).wwb Design Check Calculation Sheet Sizer 2004a LOADS ( Ibs, psf, or plf) Load Type Distribution Magnitude Start End Location [ft) Start End Pat - tern Dead Live Dead Live Full Area Full Area 25.75 (16.0)* 30.00 (16.0)* No No *Tributary Width (in) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 31p4 axn A ' 3' -9" Dead Live Total Bearing: LC number F'theta Length 72 75 147 72 75 147 2 587 1.00 2 1549 1.00 Lumber -soft, S. Pine, No.2, 2x8" Spaced at 16" c/c; Pitch: 3.0/12; Total length: 3'- 10.4 "; Self Weight of 2.82 pif automatically included in loads; End notches: bottom (depth = 1.5, length = Lb, in); Lateral support: top = full, bottom= at supports; Repetitive factor applied where permitted (refer to online help); Load combinations: ASCE 7 -98; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Dead Defl'n Live Defl'n Total Defl'n fv = 13 fb = 126 0.00 = <L/999 0.00 = <L/999 0.01 = <L/999 Fv' = 87 Fb' = 1380 0.19 = L/240 0.26 = L/180 fv /Fv' = 0.15 fb /Fb' = 0.09 0.01 0.03 • • • ] ilil $12t7WMW ttaasrcx COMPANY NWCS Consulting & Specialty Enginering Services, Inc. Aug. 10, 2005 23:55 PROJECT OM House 525 N.E. Miami Shores Florida 33138 Roof rafters (R4 WIND).wwb Design Check Calculation Sheet Sizer2004a LOADS ( Ibs, psf, or plf) : Load Type Distribution Magnitude Start End Location [ft] Start End Pat - tern WIND Wind Full Area -92.50 (16.0)* No *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 3'104" �" 0 g 3' -9" Dead Live Uplift Total Bearing: LC number F'theta Length 5 226 5 5 226 5 0 585 1.00 0 1394 1.00 Lumber -soft, S. Pine, No.2, 2x8" Spaced at 16" c/c; Pitch: 3.0/12; Total length: 3'-10.4"; Self Weight of 2.82 plf automatically included in Toads; End notches: bottom (depth = 1.5, unsupp. length, e = 3, in); Lateral support: top = full, bottom= at supports; Repetitive factor applied where permitted (refer to online help); Load combinations: ASCE 7 -98; Analysis vs. Allowable Stress (psi) and Deflection (n) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Bending( -) Dead Defl'n Live Defl'n Total Defl'n fv = 32 fb = 5 fb = 206 negligible 0.01 = <L/999 0.01 = <L/999 Fv' = 208 Fb' = 1242 Fb' = 1631 0.19 = L/240 0.26 = L/180 fv /Fv' = 0.15 fb /Fb' = 0.00 fb /Fb' = 0.13 0.04 0.03 • • • • • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev 560100 User. KW- 0603206. Vet 5.5.1, 25-0ot -2002 _ (0983 -2002 ENERCALC Engineering Software General Timber Beam Page 1 c eo55fomhouse.eow :Caloulatlons Description Rige Beam WB1 (Gravity loads) General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2 -2x12 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Full Length Uniform Loads Center Left Cantilever Right Cantilever S Span= 15.50ft, Beam Width = 3.000in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max © Right Support Max. M allow fb 3,311.25 psi Fb 972.06 psi Deflections Center Span... Dead Load Deflection -0.659 in ...Location 7.750 ft ... Length/Defl 282.4 Camber ( using 1.5 * D.L. Defl ) ... @ Center 0.988 in @ Left 0.000 in @ Right 0.000 in Bending Analysis Ck 32.853 Le Cf 1.000 Rb @ Center @ Left Support © Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction DL DL DL 3.000 in 11.250 in Sawn 1.000 Pin -Pin 35.200 pcf 17.46 k -ft 0.00 k -ft 2.739 ft 6.411 Max Moment 17.46 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 5.95 k 66.091 in2 90.00 psi 280.60 #/ft #/ft #/ft Depth = 11.25in, Ends are Pin -Pin 3.406 • 1 /4" 4 ; / 2 '4 / Maximum Shear * 1.5 Allowable 7.750 ft Shear: 0.000 ft at at 0.00 k -ft 0.00 k -ft 5.13 fv 176.24 psi Fv 90.00 psi Center Span 15.50 ft Left Cantilever ft Right Cantilever ft Southern Pine, No.2 2 -4 Thick, 12 Wid Fb Base Allow 975.0 psi Fv Allow Fc Allow E Total Load -1.326 in 7.750 ft 140.29 LL LL LL Reactions... Left DL Right DL 90.0 psi 565.0 psi 1,600.0 ksi 292.60 #/ft #/ft #/ft 2.24 k 2.24 k Left Cantilever... Deflection ... Length/Defl Right Cantilever... Deflection ...Length/Defl Lu Lu Lu 5.9 k 3.0 k @ Left 4.51 k © Right 4.51 k Camber. @ Left 0.000 in @ Center 0.988 in @ Right 0.000 in Sxx 63.281 in3 Area 33.750 in2 CI 0.997 Sxx Req'd 215.56 in3 0.00 in3 0.00 in3 @ Right Support 5.95 k 66.091 in2 90.00 psi Allowable fb 972.06 psi 975.00 psi 975.00 psi 4.51 k Bearing Length Req'd 2.659 in 4.51 k Bearing Length Req'd 2.659 in 1.33 ft 0.00 ft 0.00 ft Overstressed in Bending 1 Max 4.51 k Max 4.51 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 [Stress Calcs Rev: 560100 User: KW- 0603206. Ver 5.6.1, 25-0ot -2002 (0) 1983 -2002 ENERCALC Engineering Software General Timber Beam Page 1 o.teo55bm house eow Calculations zz • General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements ; i NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Description Rige Beam WBI (WIND LOAD) Center Left Cantilever Right Cantilever Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 2 -2x12 dH H6N'// %/n , Full Length Uniform Loads Summary Deflections @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports • Max. Left Reaction Max. Right Reaction DL DL DL 3.000 in 11.250 in Sawn 1.330 Pin -Pin 35.200 pcf #/ft #/ft #/ft Center Span Left Cantilever Right Cantilever Southem Pine, No. Fb Base Allow Fv Allow Fc Allow E LL LL LL Span= 15.50ft, Beam Width = 3.000in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 2.681 : 1 Maximum Moment -18.3 k -ft Allowable 6.8 k -ft Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 3,462.16 psi Fb 1,291.46 psi Center Span... Dead Load Deflection -0.019 in ...Location 7.750 ft ...Length/Defl 9,887.3 Camber ( using 1.5 * D.L Defl ) ... @ Center 0.028 in © Left 0.000 in @ Right 0.000 in Bending Analysis Ck 28.487 Cf 1.000 Le Rb 0.00 k -ft -18.26 k -ft 0.00 k -ft 0.00 k -ft 6.81 fv 184.28 psi Fv 119.70 psi 2.739 ft 6.411 Max Moment 18.26 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 6.22 k 51.958 in2 119.70 psi at 15.500 ft at 7.750 ft Total Load 1.386 in 7.750 ft 134.17 Reactions... Left DL Right DL 15.50 ft Lu ft Lu ft Lu 2 2 -4 Thick, 12 Wid 975.0 psi 90.0 psi 565.0 psi 1,600.0 ksi - 616.20 #/ft #/ft #Ift 1.33 ft 0.00 ft 0.00 ft Overstressed in Bending 1 Maximum Shear * 1.5 6.2 k Allowable 4.0 k Shear. © Left 4.71 k © Right 4.71 k Camber: © Left 0.000 in © Center 0.028 in @ Right 0.000 in 0.06 k Max -4.71 k 0.06 k Max -4.71 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Sxx 63.281 in3 Area 33.750 in2 CI 0.996 Sxx Req'd 169.65 in3 0.00 in3 0.00 in3 © Right Support 6.22 k 51.958 in2 119.70 psi Allowable fb 1,291.46 psi 1,296.75 psi 1,296.75 psi -4.71 k Bearing Length Req'd 2.780 in -4.71 k Bearing Length Req'd 2.780 in Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 , /H , rte _ „ /.✓,., /Hi�:cz;.x nv Stress Calcs • • • W 61 Cu.)) - 616.20 #/ft t t t Neu = -4.711 k Vmex @ left =4.711 k � 4 11 4 # ## ### #444 Mmex =18.25kft Dmex =1.3862 in ! 1 4 tt t Rmex= -4.711 k - 616.20 # /ft Vmex @rt =4.711 k Basic Geometric Properties Width 331 in Height 11.3 in Zy 6.33 inA3 Zx 41.0 inA3 I2 6.52 in^4 I1 154 in ^4 Ixy 0 in ^4 Ip 160 in^4 Iy 6.52 in^4 Ix 154 in^4 PNA -Y O in PNA X 0 in rip 3.32 in ry 0.67 in rx 3.25 in Perimeter 74 in i. ShapeBuilder 3.0 PN G A 14.6 in ^2 Sy Right 3.94 inA3 Sy Left --- - - -_ -_ 3.93 inA3 Sx Bottom 27.3 inA3 Sx Top 27.3 inA3 Theta 0 deg Centroid Y 0 in Untold X 0 in Material Properties E Base 1e+007 psi Summary Report 09/07/2005 17:54:10 • • • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Retr. 560700 User. KW- 0803206 Ver 5.6.1, 25-Oot -2002 (0583 -2002 ENEItALC Engineering Software General Timber Beam Page 1 o:1eo55%om house.eow:Calouladons Description Rige Beam WB2 (Gravity Toads) General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2 -2x10 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density �di' / %/ /yH//H% / /H.'.Y/,pi/.'/ %lY/'S Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary Deflections Center Span... Deflection ...Location ... Length/Defl Camber ( using 1.5 @ Center @ Left Right Bending Analysis Ck 31.658 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb DL DL DL Span= 15.50ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 3,266.56 psi Fb 1,048.02 psi 3.000 in 9.250 in Sawn 1.000 Pin -Pin 35.200 pcf 2.739 ft 5.813 Max Moment 11.65 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 4.08 k 45.280 in2 90.00 psi 3.01 k 3.01 k = 3.000in x Depth = 9.25in, Ends are Pin -Pin .. 3.117 ; i.il :imum Shear * 1.5 Allowable Shear. Dead Load -0.791 in 7.750 ft 235.2 D.L. Defl) ... 1.186 in 0.000 in 0.000 in 186.00 #/ft #/ft #/ft 11.65 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 3.74 fv 146.85 psi Fv 90.00 psi Center Span 15.50 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Southem Pine, No.2 2 -4 Thick, 10 Wid Fb Base Allow Fv Allow Fc Allow E at 7.750 ft at 15.500 if Total Load -1.591 in 7.750 ft 116.93 LL LL LL Reactions... Left DL Right DL 1,050.0 psi 90.0 psi 565.0 psi 1,600.0 ksi 195.00 #/ft #/ft #/ft 1.49 k 1.49 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Camber: Sxx 42.781 in3 Area 27.750 in2 CI 0.998 Sxx Req'd 133.34 in3 0.00 in3 0.00 in3 @ Right Support 4.08 k 45.280 in2 90.00 psi Allowable fb 1,048.02 psi 1,050.00 psi 1,050.00 psi Bearing Length Req'd 1.773 in Bearing Length Req'd 1.773 in 1.33 ft 0.00 ft 0.00 ft Overstressed in Bending ! 4.1 k 2.5 k @ Left 3.01 k @ Right 3.01 k @Left 0.000 in @ Center 1.186 in @ Right 0.000in Max 3.01 k Max 3.01 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 -ozcaaiiii¢rs, // /// - /ter /,:;: Stress Calcs • • • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev: 560100 User KW- 0603206 Ver 5.6.1, 25-Dot -2002 fon983 -21302 ENE CALL Engineering Software General Timber Beam Page 1 o:Seo554om house.eow:Caloulations Description Rige Beam WB2 (WIND LOAD) General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Full Length Uniform Loads Center Left Cantilever Right Cantilever 2 -2x10 S Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 3,403.30 psi Fb 1,392.96 psi Deflections Center Span... Deflection ...Location ...Length/Defl Bending Analysis Ck 27.451 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb DL DL DL 3.000 in 9.250 in Sawn 1.330 Pin -Pin 35.200 pcf Span= 15.50ft, Beam Width = 3.000in x Depth = 9.25in, Ends are Pin -Pin :1 k -ft k -ft at 0.000 ft at 7.750 ft Dead Load -0.028 in 7.750 ft 6,684.3 Camber ( using 1.5 * D.L. Defl ) ... @ Center 0.042 in @ Left 0.000 in @ Right 0.000 in 2.739 ft 5.813 Max Moment 12.13 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 4.25 k 35.470 in2 119.70 psi 2.443 -12.1 5.0 #/ft #/ft #/ft 0.00 k -ft -12.13 k -ft 0.00 k -ft 0.00 k -ft 4.97 fv 153.00 psi Fv 119.70 psi Center Span Left Cantilever Right Cantilever Southem Pine, No Fb Base Allow Fv Allow Fc Allow E Total Load 1.657 in 7.750 ft 112.23 LL LL LL Reactions... Left DL Right DL 15.50ft Lu ft Lu ft Lu .2 2 -4 Thick, 10 Wid 1,050.0 psi 90.0 psi 565.0 psi 1,600.0 ksi - 410.80 #/ft #/ft #/ft Maximum Shear * 1.5 4.2 k Allowable 3.3 k Shear. @ Left 3.13 k @ Right 3.13 k Camber. @ Left 0.000 in @ Center 0.042 in @ Right 0.000 in 0.05 k Max -3.13 k 0.05 k Max -3.13 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl [Stress Calcs Sxx 42.781 in3 Area 27.750 in2 CI 0.997 Sxx Req'd, 104.52 in3 0.00 in3 0.00 in3 @ Right Support 4.25 k 35.470 in2 119.70 psi Allowable fb 1,392.96 psi 1,396.50 psi 1,396.50 psi -3.13 k Bearing Length Req'd 1.847 in -3.13 k Bearing Length Req'd 1.847 in 1.33 ft 0.00 ft 0.00 ft Overstressed in Bending 1 Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 • w& 2 (win4) -410.80#/ft Rmax= -3.131 k Vmex @left=3.131 k 15.50 ft Mmax =12.13kft Dmex =1.6573 in 4 Rmex= -3.131 k -410.80#/ft Vmex @rt =3.131k Tom Marinos GHM Group, Inc. Summary Report Basic Geometric Pro =,ties S Ri.ht Sx Bottom Theta Centroid X E Base 0. 75 i ShapeBuilder 3.0 08/06/2005 21:39:54 • PROJECT: OM HOUSE NWCS PROJECT No: NWCS Consulting & Specialty Engineering Services, Inc. EXISTING TRUSS REACTIONS 1) UPLIFT Wo1= Wo2= W1= W2= W3= W4= W5= W6= P1= P2= R1 R2 1506.5 # 177.7 pif Lo1= 0.0 plf Lo2= 122.1 plf L1= 0.0 pif L2= 0.0 pif L3= 0.0 plf L4= 0.0 plf L5= 0.0 pif L6= 0.0 # A= 0.0 # B= 1959.2 # SUM Fy 0 2.3 ft 0.0 ft 25.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 2) GRAVITY Wo1= Wo2= W1= W2= W3= W4= W5= W6= P1= P2= R1 R2 SUM Fy 110.0 pif Lot= 0.0 pif Lot= 110.0 pif L1= 0.0 plf L2= 0.0 pif L3= 0.0 pif L4= 0.0 pif L5= 0.0 plf L6= 0.0 # A= 0.0 # B= 1643.2 # 1363.1 # 0 2.3 ft 0.0 ft 25.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev: 560100 User. KW- 0603206, Vet 5.6.1,25 -Oot -2002 Ion963 -2002 ENERCALC Ertghiee • Software Multi -Span Concrete Beam Page 1 o:tieo55Som house.eow:Caloulations Description General Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements Fy Pc Concrete Member Information Description Span ft Beam Width in Beam Depth in End Fixity Reinforcing Center Area Bar Depth Left Area Bar Depth Right Bar D Loads Using Live Load This Span ?? Dead Load k/ft Live Load k/ft Results Beam OK Mmax @ Cntr @X= Mn * Phi k -ft ft k -ft Max @ Left End k -ft Mn *Phi k -ft Max @ Right End k -ft Mn * Phi k -ft Shear @ Left k Shear @ Right k L Reactions & Deflections Shear Stirrups ROOF BEAM 'B1 60,000.0 psi 4,000.0 psi R81 15.50 8.00 16.00 Pin -Pin 0.62in2 13.75in 0.62in2 2.25in 0.62in2 2.25in Yes • 0.350 0.250 27.48 7.75 36.41 0.00 36.41 0.00 36.41 Bending OK 7.09 7.09 DL @ Left k 2.71 LL @ Left k 1.94 Total @ Left k 4.65 DL @ Right k 2.71 LL @ Right k 1.94 Total @ Right k 4.65 Max. Deflection in -0.143 @ X = ft 7.75 Inertia : Effective in4 1,516.72 Stirrup Rebar Area in2 0.220 Spacing @ Left in 6.88 Spacing @ .2 *L in Not Req'd Spacing @ .41. in Not Req'd Spacing @ .6 *L in Not Req'd • Spacing @ .8 *L in Not Req'd Spacing @ Right in 6.88 Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 60,000.0 psi ACI Live Load Factor 1.40 1.70 0.60 k/ft DL Reaction = 2.712 k LL Reaction =1.937 k Total Reaction = 4.649 k i I ttiittit tt tit! ittit ti 15.50 ft Mu:Max =27.47kft at7.74ft from left Dmax = - 0.1425 in at 7.74 ft from left i 0.60k/ft DL Reaction = 2.712 k LL Reaction =1.937k Total Reaction - 4.649 k NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev: 560100 User. KW- 0603206, Ver 5.6.1, 25-0ot -2002 (o)1883-21102 INERCALC Engineering Software Multi -Span Concrete Beam Page 1 o:1eo55fom house.eow:Caloulations Description ROOF BEAM .B1 (WIND LOAD) General Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements Fy fc Description Span Beam Width Beam Depth End Fixity Reinforcing Loads Using Live Load This Span ?? Dead Load k/ft Live Load k/ft Mmax @ Cntr @X= Mn * Phi Max @ Left End Mn * Phi Max @ Right End Mn * Phi Center Bar Depth Left Area Bar Depth Right Bar D Shear @ Left k Shear @ Right k Reactions & Deflections Shear Stirrups 60,000.0 psi 4,000.0 psi Concrete Member Information ft in in k -ft ft k -ft k -ft k -ft k -ft k -ft RB1 15.50 8.00 16.00 Pin -Pin 0.62in2 13.75in 0.62in2 2.25in 0.62in2 2.25in Yes -0.513 -26.19 7.75 36.41 0.00 36.41 0.00 36.41 Bending OK 6.76 6.76 DL @ Left k 0.00 LL @ Left k -3.98 Total @ Left k -3.98 DL @ Right k 0.00 LL @ Right k -3.98 Total @ Right k -3.98 Max. Deflection in 0.090 @ X = ft 7.75 Inertia : Effective in4 2,043.77 Stirrup Rebar Area in2 0.220 Spacing @ Left in Not Req'd Spacing @ .21. in Not Req'd Spacing @ .4 *L in Not Req'd Spacing @ .61. in Not Req'd • Spacing @ .8 *L in Not Req'd Spacing @ Right in Not Req'd Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 60,000.0 psi ACI Live Load Factor 1.40 1.70 Results Beam OK -0.51 k/ft DL Reaction = 0.000 k LL Reaction a -3.975 k Total Reaction = -3.975 k gi60721) 44444444t44 #t�>�4� Mu:Max = -26.19 k ft at 7.74 ft from left Dmax = 0.0904 in at 7.74 ft from left t -0.51 k/ft DL Reaction m 0.000 k LL Reaction -3.975 k Total Reaction = -3.975 k • • 1 65 kiftl DL Reaction = 5.827 k LL Reaction = 5.012 k Total Reaction = 10.839 k 12.00 ft Mu:Max = 54.87 k -ft at 6.55 ft from Ieft Dmax = -0.2240 in at 6.15 ft from Ieft 4.51 1.85 ktft DL Reaction = 7.022 k LL Reaction = 6.447 k Total Reaction = 13.470 k • • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev: 560100 User. KW-0603206, Ver 5.6.1, 25-Oct-2002 (c)1983 -2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 1 a \ec55\om house.ecw.Catcuiations Description General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Fy t'c Concrete Member Information Description STITUTE of W8X Span ft 12.00 Beam Width in 8.00 Beam Depth in 16.00 End Fixity Pin -Pin Reinforcing Center Area 1.20in2 Bar DePrh 13.75in Left Area 0.631n2 Bar Depth 2.25in 0.62in2 2.25in Right Bar Depth Area Results Beam OK Reactions & Deflections Loads Using Live Load This Span ?? Dead Load kift Live Load k/ft Point #1 DL k LL k @X ft Mmax @ Cntr k -ft @X= ft Mn * Phi k -ft Max @ Left End k -ft Mn * Phi k -ft Max @ Right End k -ft Mn * Phi k -ft Shear @ Left Shear @ Right k k DL @ Left k LL @ Left k Total @ Left k DL @ Right k LL @ Right k Total @ Right k Max. Deflection in @X= ft Inertia : Effective in4 NEW ROOF BEAM B2 SUPPORTING EXISTING TRUSSES 60,000.0 psi 4,000.0 psi Yes 0.900 0.750 2.050 2.460 9.500 54.87 6.56 67.06 0.00 36.95 0.00 36.41 Bending OK 16.68 20.79 5.83 5.01 10.84 7.02 6.45 13.47 -0.224 6.16 1,157.97 Shear Stirrups Stirrup Rebar Area in2 0.220 Spacing @ Left in 6.88 • Spacing @ .2*L in 6.88 Spacing @ .4 *L in Not Req'd Spacing @ .6*L in Not Req'd Spacing @ .8 *L in 6.88 Spacing @ Right in 6.88 Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 60,000.0 psi ACI Live Load Factor 1.40 1.70 • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev. 560100 User. KW-0603206, Vet 5.6.1.25- Dot-2002 _ (o) 1583 -2002 ENERCALC Engineering Software Steel Beam Design Page 1 o:1eo55fom house.eow:Caloulations Description RB2 (W12x28 ) [General Information Steel Section : W8X28 Center Span Left Cant. Right Cant Lu : Unbraced Length 19.75 ft 0.00 ft 0.00 ft 0.00 ft Distributed Loads #1 #2 #3 DL 0.160 LL 0.030 ST Start Location End Location Point Loads Dead Load Live Load Short Term Location Summary Shear fv : Shear Stress fv /Fv #1 #2 #3 #4 #5 2.050 2.460 9.875 Using: W8X28 section, Span = 19.75ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable Moment 32.898 k -ft 48.149 k -ft tb : Bending Stress 16.234 ksi 23.760 ksi fb / Fb 0.683 : 1 4.408 k 1.919 ksi 0.133 : 1 Calculations are designed to RISC 9th Edition ASD and 1997 UBC Requirements Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together #4 33.078 k 14.400 ksi #5 #6 #6 Max. Deflection Length/DL Defl Length/(DL +LL Defl) #7 k/ft k/ft k/ft ft ft #7 k k k ft Beam OK Static Load Case Governs Stress -0.703 in 555.7 : 1 337.3 : 1 Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only 01 Center (fl:: Center (D Cants (a. Cants Max. M + 32.90 k -ft 19.29 32.90 k -ft Max. M - Max. M @ Left Max. M @ Right Shear @ Left 4.41 k 2.88 4.41 Shear © Right 4.41 k 2.88 4.41 Center Defl. -0.703 in -0.427 -0.703 -0.703 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl © 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 4.41 2.88 Reaction @ Rt 4.41 2.88 Fa calc'd per Eq. E2 -1, K`Ur < Cc I Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy 4.41 4.41 k 4.41 4.41 k k -ft k -ft k -ft k k • • • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev: 560100 User. KW-0603206, Vet 5.6.1.25 -C1ot -2002 _ (oI1963 -2002 ENERCALC Engineering Software Steel Beam Design Page 2 o:5eoSS%om house.eow:Caloulations Description RB2 (W12x28 ) Section Properties W8X28 Depth 8.060 in Weight 28.02 #/ft Width 6.535in I-xx 98.00 in4 Web Thick 0.285 in I -yy 21.70 in4 Flange Thickness 0.465 in S-)oc 24.318 in3 Area 8.25 in2 S -yy 6.641 in3 r ->oc r -yy Rt 3.447 in 1.622 in 1.770 in • • • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. User K1d -�f� rK 06, Ver 5.6.1, 25-0ot -2002 _ (o) 1983 -2002 ENERCALC Engineering Software Steel Beam w/ Torsional Loads Page 1 o: eo55Somhouse.eow:Caloulations Description RB2 (W12x28) TORSION FROM DEAD LOAD + WIND General Information Steel Section W8X28 Beam Span Torsional End Fixity Bending End Fixity [Applied Loads Uniform Loads... #1 #2 Point Loads # 1 #2 Summary Dead Load 0.033 0.130 Dead Load 2.050 19.75 ft Pin -Pin Pin -Pin Using: W8X28, Span = 19.75ft, Fy = 36.0ksi, End Fixity : Bending= Pinned- Pinned, Torsion= Pinned- Pinned Max Flange Bending Stress 16.43 ksi Allowable 19.09 ksi Flange Stress Ratio 0.861 : 1 Max Flange Shear Stress Allowable Flange Stress Ratio Summary Analysis Flange Bend + Warp Allowable... Stress Ratio Flange Bend +Warp +Tors Web Bend + Warp Allowable... Stress Ratio Moments Left k -ft Center 19.44 k -ft Right k -ft Reactions Left 2.91 k Right 2.91 k Deflections 0.430 in ....X -Dist to maximum 9.87 ft Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Fy 36.00 ksi Load Duration Factor 1.33 Beam Wt. Added to Applied Loads Unbraced Length 19.75 ft Elastic Modulus 29,000.00 ksi Live Load 4.34 ksi 14.40 ksi 0.301 : 1 Live Load Rotations 0.064 rad ....X -Dist to maximum 9.74 ft Fa c alc'd per Eq. E2 -2, K *Ur > Cc I Beam, Major Axis, UrT > (510,000 * Cb / Fy) ".5 , Fb per Eq. F1 -7 I Beam, Major Axis, Fb per Eq. F1-8, Fb = 12,000 Cb Af / (1 * d) Short Term Eccentricity Location k 4.000 in 9.875 ft -1.370 k 14.000 in 9.875 ft Dead Live DL + LL 16.43 ksi ksi 16.43 ksi 19.09 ksi 19.09 ksi 19.09 ksi 0.861 : 1 : 1 0.861 : 1 4.34 ksi ksi 19.09 ksi 3.80 ksi ksi 3.80 ksi 14.40 ksi 14.40 ksi 14.40 ksi 0.301: 1 : 1 0.301 : 1 0.197: 1 k -ft k -ft k -ft k k in 19.75 ft Short Term k/ft k/ft Max. Deflection Max. Rotation 2.91 k 2.91 k Ecc. from Beam CL 4.000 in in 0.430 in 0.06414 rad DL +LL +Short Term 14.03 ksi 25.39 ksi 0.553 : 1 3.78 ksi 3.21 ksi 19.15 ksi k -ft k -ft 19.44 k -ft 12.67 k -ft k -ft k -ft 2.23 k 2.23 k 0.430 in 0.296 in 9.87 ft 9.87 ft rad 0.064 rad 0.062 rad ft 9.74 ft 9.74 ft • • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. ; � � �+r y �y� 111 (; K W -1 %1K 411. Ver 5.6.1.25 -Oot -21302 (°11983 -21302 ENIEFICALC En Sneering Software Steel Beam w/ Torsional Loads Page 2 o: Seo55fom house. eow: Caloulatlons Description RB2 (W12x28) TORSION FROM DEAD LOAD + WIND Section Properties Section Name W8X28 Sw : 1 9.427 in4 Depth 8.060 in Sw : 2 0.000 in4 Web Thick 0.285 in Sw : 3 0.000 in4 Flange Width 6.535 in Qf 5.518 Flange Thick 0.465 in Qw 13.351 Area 8.250 in2 J 0.544in4 I )oc 98.000 in4 Eo 0.000 I yy 21.700 in4 Wno 12.408in2 S xx 24.318 in3 Wn2 0.000in2 S yy 6.641 in3 Cw 312.936 a 38.603 in Weight rT r roc ryy 28.023 #/ft 1.7700 in 3.4466 in 1.6218 in • • • WizxzO (V tr)2l) Rmex =2.911 k Torsion Bending Mmex =19.43 kit Dmex a 0.4301 in t Rmex -2.911 k Bending Torsion • • • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Uses OfiO3206, Ver 5.6.1, 25-Clot-2002 (oJ1983 -2002 ENERCALC Engineering Software Steel Beam w/ Torsional Loads Page 1 o: eoSS1omhouse.eow:Calouladons Description RB2 (W12x28) TORSION FROM DEAD + LIVE LOADS General Information Steel Section W8X40 Beam Span Torsional End Fixity Bending End Fixity Applied Loads Uniform Loads... #1 #2 [point Loads #1 Summary Summary Analysis Using: W8X40, Span = 19.75ft, Fy = 36.0ksi, End Fixity : Bending= Pinned - Pinned, Torsion= Pinned - Pinned Max Flange Bending Stress 20.15 ksi Allowable 21.60 ksi Flange Stress Ratio 0.933 : 1 Max. Deflection Max Flange Shear Stress 5.48 ksi Max. Rotation Allowable 14.40 ksi Flange Stress Ratio 0.201 : 1 Flange Bend + Warp Allowable... Stress Ratio Flange Bend +Warp +Tors Web Bend + Warp Allowable... Stress Ratio Dead Load 0.033 0.130 Dead Load 2.050 19.75 ft Pin -Pin Pin -Pin Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Fy 36.00 ksi Load Duration Factor 1.00 Beam Wt. Added to Applied Loads Unbraced Length 19.75 ft Elastic Modulus 29,000.00 ksi Live Load 0.040 Live Load 2.460 Short Term k Short Term k/ft k/ft Eccentricity 4.000 in Ecc. from Beam CL 4.000 in in 0.492 in 0.06621 rad Location 9.875 ft Dead Live DL + LL DL +LL +Short Term 10.68 ksi 9.46 ksi 20.15 ksi 20.15 ksi 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi 0.495: 0.438 : 1 0.933 : 1 0.933 : 1 2.58 ksi 2.90 ksi 21.60 ksi 5.48 ksi 2.57 ksi 2.34 ksi 4.90 ksi 4.90 ksi 14.40 ksi 14.40 ksi 14.40 ksi 14.40 ksi 0.179: 1 0.201 : 1 0.381 : 1 0.381 : Moments Left k -ft k -ft k -ft k -ft Center 20.01 k -ft 14.10 k -ft 34.10 k -ft 34.10 k -ft Right k -ft k -ft k -ft k -ft Reactions Left 3.03 k Right 3.03 k 1.62 k 4.65 k 4.65 k 1.62 k 4.65 lk 4.65 k Deflections 0.298 In 0.193 in 0.492 in 0.492 in ....X -Dist to maximum 9.87 ft 9.87 ft 9.87 ft 9.87 ft Rotations 0.030 rad 0.036 rad * 0.066 rad 0.066 rad ....X -Dist to maximum 9.74 ft 9.74 ft 9.74 ft 9.74 ft Fa calc'd per Eq. E2 -2, K *Ur > Cc I Beam, Major Axis, (102,000 * Cb / Fy) ^.5 <= UrT <= (510,000 * Cb / Fy) ^.5 , Fb per Eq. F1-6 I Beam, Major Axis, Fb per Eq. F1-8, Fb = 12,000 Cb Af / (1 * d) • • • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. t u. 1K u: Vet 5.6.1.25 -Dot -2[102 (o)1983 -2002 ENERCALC Engineering Software Steel Beam w/ Torsional Loads Page 2 o:1eo551om house. eow: Calculation Description RB2 (W12x28) TORSION FROM DEAD + LIVE LOADS Section Properties Section Name Depth Web Thick Flange Width Flange Thick Area I roc Iyy S xx Syy W8X40 8.250 in 0.360 in 8.070 in 0.560 in 11.700 in2 146.000 in4 49.100 in4 35.394 in3 12.169 in3 Sw : 1 17.528 in4 Sw : 2 0.000 in4 Sw : 3 0.000 in4 Qf 8.301 Qw 19.664 J 1.130in4 Eo 0.000 Wno 15.515in2 Wn2 0.000in2 Cw 725.896 a 40.784 in Weight rT r roc ryy 39.741 #/ft 2.2100 in 3.5325 in 2.0486 in • Wex Cerj�v�olS D.D7Wft lfit ffi i ffi 11 t< hi! fl l � l l f � .131(/ft Amex- 4.652 k Torsion Bending 4.5 *k Mmex- 34.10kft • Dmex = 0.4916 in Rmax= 4.652 k Bending Torsion • NWCS Consulting & Specialty Engineering Services, Inc. FBPE C.A. #9655 493 N.W. 27th Avenue Miami, FL 33125 • • Project Name: Protect No.: Wall ID: Input Data: Member Height, H = Wall Depth = Wall Reinforcing = Reinf. Area, Ast = Width of Section, b = Effective Depth, d = Yield Strength, Fy = Comp. Stregth, F'm = Mod. of Elasticity, Es = Mod. of Elasticity, Em = Member Height below grade, Hbg= Wall Analysis: Acting Moment, M = Reinf. Ratio, p = Radius of Gyration, r = h' /r = Moment of Inertia, I = Net Block Area, An = Axial : Fa = 0.25 *F'm[1- (h /140r) ^2]= fa(dI +II) = P /An = fa(0.6d +axial wind Toad) = Bending: Fb= 1 /3F'm= n = Es/Em = k= j= 1 -k/3= OM HOUSE CMU WALLS @ ZONE 5 8" Masonry Wall Desicin (Code Ref: ACI 530 -02) 10.17 7.625 #5 0.31 32 3.81 24,000 1,500 29,000,000 1,350,000 1.33 @32ino.c.1 1,043 0.00254 2.59 47 343.7 46.0 333 27 12 500 21.5 0.28 0.91 ft. in. sq. in. in. in. psi psi psi psi ft. ft-Ibsfft <99 In In2/ft psi psi psi psi Dead Loads = Live Loads = Axial Wind Load = LatWind Loads = Lateral Loads = Wt of Wall = 270.7 324.8 0 64.8 173 667 Load Combinations: (Der 2001 FBC) Dead Load + Live Load = 0.6Dead + Axial Wind Load 1,263 lbs. /ft 563 lbs. /ft lbs. /ft. lbs. /ft. lbs. /ft. psf lbs. /ft. lbs. /ft. OK Combined Stresses: 1. Axial Compressive Stresses (DL +LL) fa/Fa + fb/Fb = 2. Bending Comp. Stresses (O.BDI +L Wind +A Wind) (fa/Fa + fb/Fb) /1.33 = 3. Steel Bending Stresses (fs/Fs) /1.33 = fb = fs = Add'I fs = 0.08 0.88 0.98 565 31,165 0 < 1.0 < 1.0 < 1.0 Notes: Masonry design assumes special inspection provided & conforming to chapter 21 of 2001 FBC Combined stresses results shall not exceed 1.0 unity value psi psi psi (Axial Tension) OK OK OK NWCS Consulting & Specialty Engineering Services, Inc. Protect Name: Protect No.: Wall ID: Wall Analysis: Acting Moment, M = • Reinf. Ratio, p = Radius of Gyration, r = h' /r = Moment of Inertia, I = Net Block Area, An = • Axial : Fa = 0.25 *F'm[1- (h1140r) "2] = fa(dI +II) = P /An = fa(0.6d +lat +upl) = Bending: Fb= 1 /3F'm= n = Es/Em = k= j= 1 -k/3= OM HOUSE Reinforcement for sides of 3'-4° opening 8" Masonry Wall Design wl Openings (Code Ref: ACI 530 -02) Input Data: Member Height, H = Tributary Masonry Opening Width Wall Depth = Wall Reinforcing = Reinf. At Opening = Reinf. Area, Ast = Width of Resisting Section, b= Effective Depth, d = Allowable Steel Stress, Fs = Comp. Stregth, F'm = Mod. of Elasticity, Es = Mod. of Elasticity, Em = 11.5 1.67 7.625 #5 2 0.88 28 3.81 24,000 1,500 29,000,000 1,350,000 ft. ft. in. © 32 in o.c. #6 sq. in. in. in. psi psi psi psi 980 0.0082 2.59 53 343.7 46.0 321 36 19 500 21.5 0.44 0.85 ft- Ibsfft. < 99 In In2t t psi psi psi FBPE C.A. #9655 493 N.W. 27th Avenue Miami, FL 33125 OK Combined Stresses: 1. Axial Compressive Stresses (DL +LL) fa/Fa + fb/Fb = 2. Bending Comp. Stresses (0.6DI +Lat +Upl) (fa/Fa +tbIFb)n.33 3. Steel Bending Stresses (fs/Fs) /1.33 = Dead Loads = Live Loads = Wind Uplift = Wind Loads = Lateral Loads = Wt. of WaII = Load Combinations: (per 2001 FBC) Dead Load + Live Load = 0.6Dead + Lateral+ Uplift = 967 Ibs./ft. 520 lbs./ft. psi fb = 2W(rk *b *d "2) = fs = M/(As* j *d) = Add'I fs = 0.11 0:97 0.52 6131 16,486 0 < 1.0 < 1.0 < 1.0 Notes: Masonry design assumes special inspection provided & conforming to chapter 21 of 2001 FBC Combined stresses results shall not exceed 1.0 unity value 200 100 0 59.3 0 667 psi Ibs./ft. Ibs./ft. lbs./ t. psf lbs./ t. Ibs./ft. psi psi (Axial Tension) OK OK OK • • • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev: 560100 User. M-0603206, Ver 5.6.1, 25-Oct -2002 (c)1983 -2002 ENERCALC Engineering Software Square Footing Design Page 1 c:iec55lom house.eow:Calculations Description General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Act Separately Load Duration Factor Column Dimension Reinforcing Summary FOOTING F3.0 Rebar Requirement Actual Rebar "d" depth used 200/Fy As Req'd by Analysis Min. Reinf % to Req'd 3.00ft square x 12.0in thick with 4- #4 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn • Phi : Capacity 9.920 k 5.180 k 0.000 k 0 250.000 psf 150.00 pcf 1.000 8.00 in 8.500 in 0.0033 0.0005 in2 0.0020 % 2,077.78 psf 2,500.00 psf 1,502.22 psf 2,500.00 psf 2.10 k -ft /ft 9.96 k ft / ft Footing Dimension Thickness # of Bars Bar Size Rebar Cover fc Fy Allowable Soil Bearing 2,500.00 psf As to USE per foot of Width Total As Req'd Min AIIow % Reinf Vu : Actual One -Way Vn•Phi : AIIow One -Way 3.000 ft 12.00 in 4 4 3.250 4,000.0 psi 60,000.0 psi 0.204 in2 0.612 in2 0.0020 13.85 psi 107.52 psi Footing OK Vu : Actual Two-Way 39.05 psi Vn`Phi : Allow Two-Way 215.03 psi Altemate Rebar Selections... 4 # 4's 2 # 5's 2 # 6's 2 # 7's 1 # 8's 1 # 9's 1 # 10's • • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev: 560100 User. KW- 0603206, Ver 5.6.1, 25-Oct-2002 (c)1983 -2002 ENERCALC Engineering Software Description FOOTING "' FOR COL. SUPPORTING B2 & B1 General Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Act Separately Load Duration Factor Column Dimension Reber Requirement Actual Reber "d" depth used 200/Fy As Req'd by Analysis Min. Reinf % to Req'd Summary 3.50ft square x 12.0in thick Max. Static Soil Pressure AIIow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn * Phi : Capacity 12.440 k 10.070 k 0.000 k 0 250.000 psf 150.00 pcf 1.000 8.00 in with 4- #4 bars 2,237.55 psf 2,500.00 psf Square Footing Design 8.500 in 0.0033 0.0009 in2 0.0020 % 1,415.51 psf 2,500.00 psf 3.39 k -ft / ft 8.57 k -ft /ft Footing Dimension 3.500 ft Thickness 12.00 in #of Bars 4 Bar Size 4 Reber Cover 3.250 Pc 4,000.0 psi Fy 60,000.0 psi Allowable Soil Bearing 2,500.00 psf Page 1 cec 55tom house.ecw:Calculations Reinforcing As to USE per foot of Width Total As Req'd Min AIIow % Reinf Vu : Actual One -Way Vn*Phi : AIIow One -Way 0.204 in2 0.714 in2 0.0020 23.47 psi 107.52 psi Footing OK Vu : Actual Two -Way 62.40 psi Vn*Phi : AIIow Two-Way 215.03 psi Alternate Reber Selections... 4 # 4's 3 # 5's 2 # 6's 2 # 7's 1 # 8's 1 #9's 1 #10's • Project Name: STRUCTURE FOR OWNING OM HOUS .. \OM Residence \Owning supports OM house.wls Location: 525 N.E. 92nd ST. Miami Shores, FL 33138 By: NWCS Consultinhg & Specialty Engineering, Inc. FBPE C.A. #965E Start Date: 8/4/2005 Comments: Calculations by: Nelson F. Walters. FL, P.E. #58207 STRUCTURE FOR OWNING OM HOUSE Local Information Terrain Exposure: C Basic Wind Speed: 146 mph Topography: None Optional Factors This project uses Toad combinations from sources other than ASCE 7. • September 7, 2005 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 1 of 3 Structure Category: II Sign Dimensions Width: 10.0 ft Height: 1.7 ft Support Dimensions Number of Supports: 2 • Shape: Square Minimum Width: 1.3 ft Height: 10.0 ft Sign Openings Area of Openings: 0.0 sq ft Percent Open: 0 Sign is Solid STRUCTURE FOR OWNING OM HOUSE • Sign Structure • September 7, 2005 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 2 of 3 STRUCTURE FOR OWNING OM HOUSE • MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction Normal to Face Iz (ft) Support Calculations Sign Calculations 10.0 -10.9 10.9 -11.7 *total area of supports I q (psf) I G I Cf Af (sgft) 'Force (Ibf) 0.0 -10.0 46.3 0.90 1.42 26.00 * 1538.5 46.3 0.90 1.20 9.00 450.0 46.3 • 1 orc psi ,� J 0 4 1 . Wind Loads on Structures Cop right © 2000 SDG, Inc. f / 1 ..A M - G•6°J A -1-E qS6 � -��= 4(Z gOc 8.00 400.0 ) �o7sf fe4 s Lr/ ?i? woveiholl September 7, 2005 Page 3 of 3 • • • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev: 560100 User. KW- 0603206, Ver 5.6.1, 25-Oct -2002 _ (c)1983 -2002 ENERCALC Engineering Software General Footing Analysis & Design Page 2 c\ec551om house.ecw:Calculations Description Footing for columns at ownign structure (F5.5) Service Load Soil Pressures DL + LL DL + LL + ST Factored Load Soil Pressures ACI Eq. 9-1 ACI Eq. 9-2 ACI Eq. 9-3 ACI 9-1 & 9-2 DL ACI 9-1 & 9-2 LL ACI 9-1 & 9-2 ST ....seismic = ST " : 1.400 1.700 1.700 1.100 Left 514.29 35.04 720.01 36.77 31.52 Right 514.29 993.54 720.01 1,042.47 893.55 ACI 9-2 Group Factor ACI 9-3. Dead Load Factor ACI 9-3 Short Term Factor Top 514.29 514.29 720.01 539.62 462.53 Bottom 514.29 psf 514.29 psf 720.01 psf 539.62 psf 462.53 psf ACI Factors (per ACI, applied internally to entered Toads) UBC 1921.2.7 "1.4" Factor 1.400 0.750 0.900 UBC 1921.2.7 "0.9" Factor 0.900 1.300 NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev: 560100 User. KW- 0603206, Ver 5.6.1, 25-Oct-2002 (c)1963 -2002 ENERCALC Engineering Software General Footing Analysis & Design Page 1 c'ec55lom house.ermi:Calculations Description �kl ?s1,70,70 :.ti w+s�^ General Information Allowable Soil Bearing Short Term Increase Seismic Zone Live & Short Term Combined fc Fy Concrete Weight Overburden Weight Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term Footing for columns at ownign structure (F5.5) 2,500.0 psf 1.250 0 4,000.0 psi 60,000.0 psi 150.00 pcf 225.00 psf 2.690 k k k Creates Rotation about Y -Y Axis (pressures @ left & right) k -ft k -ft 16.250 k -ft Creates Rotation about Y -Y Axis (pressures @ left & right) k k -2.090 k Calculations are designed to ACI 318-95 and 1997 UBC Requirements Dimensions... Width along X-X Axis Length along Y -Y Axis Footing Thickness CoI Dim. Along X -X Axis CoI Dim. Along Y -Y Axis Base Pedestal Height Min Steel % Reber Center To Edge Distance ...ecc along X -X Axis ...ecc along Y-Y Axis 0.000 in Creates Rotation about X -X Axis (pressures @ top & bot) k -ft k -ft k -ft Creates Rotation about X-X Axis (pressures @ top & bot) k k k 5.50ft x 5.50ft Footing, 16.0in Thick, w/ Column Support 8.00 x 16.00in x 1.0in high Max Soil Pressure Allowable Ecc, of Resultant "Y' Ecc, of Resultant X-X Min. Stability Ratio Y -Y Min. Stability Ratio DL +LL DL +LL +ST 514.3 993.5 psf 2,500.0 3,125.0 psf 0.000 in 10.250 in 0.000 in 0.000 in 1.500 :1 No Overtuming 3.178 Actual Allowable Max Mu 1.335 k -ft per ft Required Steel Area 0.300 in2 per ft Shear Stresses.... 1-Way 2 -Way Vu 4.047 2.621 Footing Design OK Vn * Phi 107.517 psi 215.035 psi Shear Forces ACI 9-1 ACI 9-2 ACI 9-3 Vn * Phi Two -Way Shear 2.62 psi 1.96 psi 1.68 psi 215.03 psi One -Way Shears... Vu @ Left 0.83 psi 4.05 psi 3.47 psi 107.52 psi Vu @ Right 1.46 psi -2.56 psi -2.19 psi 107.52 psi Vu @ Top 0.90 psi 0.67 psi 0.57 psi 107.52 psi Vu @ Bottom 0.90 psi 0.67 psi 0.57 psi 107.52 psi Moments ACI 9-1 ACI 9 -2 ACI 9-3 Ru / Phi Mu @ Left 0.36 k -ft -0.79 k -ft -0.68 k -ft 5.6 psi Mu @ Right 0.36 k -ft 1.33 k -ft 1.14 k -ft 9.5 psi Mu @ Top 0.27 k -ft 0.20 k -ft 0.17 k -ft 1.9 psi Mu @ Bottom 0.27 k -ft 0.20 k -ft 0.17 k -ft 1.9 psi 0.000 in 5.500 ft 5.500 ft 16.00 in 8.00 in 16.00 in 1.000 in 0.0020 3.50 in As Reo'd -0.30 in2 per ft 0.30 in2 per ft 0.30 in2 per ft 0.30 in2 per ft 5. 5.50 ft 5.50 ft 5.50 ft i 1 !'..T.) • • ••• I •••.› • • r , • .p • 6 . :• o 0• (,4i ‘"005.:1; R ll ui c o u • U) ti) 1 CO i Q CO O O ff' 01 0 a U1 "Tl 0 X •••• ABBREVIATIONS: M.H.=Man Hole WF= Wood Fence R= Radius F.R =Found Reber A /C=Air Conditioner C.B.=Catch Basin U.E. = Utility Easement CONC . Concrete CI = Cl par LNCR =Encroaching = Center Line A= A: c Length Ch= Ct.ord - 37.50'-.— me o B.C, =Block Comer R /W =Riyt -of -Way O.U.L =Overhead Utility Line F.N.&D. =Found NA11 & Disc CBS = Concrete Block Stucco 0/H =Roof Overhang 39.65' Conc. Walk - 1 sa 30.60' 4.0' CAE 5 FOKY fr) ?TRUC )RE 0.20' CLR • JJ j 0101 •i .— 0 SLGCK CORNER N` 5th AVENIUE a)The flood infnrrn . ' does not imply ttrt the referenced pro �; ty will or will not be tree from flooding or damage and does not create liability on the part of the firm, any officer or employee thereafter any damage that results f rpm reliance :on said information. b)The survey shows platted easements and right -of -ways. There may exist additional restrictions and/or encumbrances which affect this property. . c)Elevations shown hereon. are with references to. the National Geodetic Vertical Datum BM =Bench Mark Chatta =Chattahoochee F.D.H. =Found Drill Hole W/M =Woter Meter F.LP.= Found Iran Pipe F.N.=Found Nail 0 P omm.= • mmum y P.C. =Point of Curvature P.T. =Popint of Tangency P.C.P =Permanent Control, Point P.LS.= Professional Land Surveyor = Residence i>LF =Chan Link Fence enter Pkwy N.T.S. =Not to Scale LI=Liceneeil Business s_.S. -Lan suveyor T=Tangent R N �� 1 ongen REMAINDER OF LOT II 127.50 127.00N) BLOCK 57 =Wall Via. Wall O.7x4'h 127.507) 127.70N) t "<:.VD_ unl here€ t noted.Undetgrouhd features, if any, not identified nor locotrd de t vs fr e 'i ten hereon. li p clearen D and /or e ncroachments shown hereon are of the apparent nature, fence Iego1 ownership not determined. e)lhe issue of this survey is only for the exclusive and specific use of those persons, parties or institutions in the Certification. QCode restrictions and title search not reflected in this survey. q atlas and encroachments, if any not !abated. . on egnning - onument Line �� N / / ppN{{oo�n applicable B$ QBarbec t ue P. Po Pole R /R= Ra = Sidewalk F.H.= Fire Hydrant [ ) =Assured 5p1L=Asphalt (i Diameter S.I.P. =Sat Iron Pipe & cap No. =Number • 1 • Z ='on o mencemen P.C.C. = Point of Compound Curvature D. M. E. =Drainage&MaintenanceEesement P.R.M.= Permanent RefemceMonument PRC= Paint of Reverse Curvature F.P.L= Florida Power & Light D.E. = Drainage Zasement • h Lands depleted hereon were surveyed per legal description provided by client and no aims as to ownership or matters of title are made or implied: • 0 1 All roads shown hereon are public unless otherwise noted . -I o identrfiation cap found on property comers unless otherwise noted. ' M Distance along. boundary are recorded and measured unless otherwise .noted 1 The graphic portions of this document are intended to be displayed at the hie /name scales as depicted.Said scale may be altered in reproductions and should be considered when thtaininq scaled data. . ThigNesagemMerteeftErsiete- TERBEENt , 3E.A.. =Kt Mammas n ict* SEG ii +9cttt ; Slosnidar 3SUt MEMO R. GOLESIS Fille >_ i' ffi .11 4 - 1130 Warranty Deed - - 20 &yet mil , 2005 Atx. Belween- =FM UMW and 211CIEMLE MOM. husband and wife affi _ _ 4 ', ut Florid OK BMA, SW, a Florida limited .base Wave is 525 88: 22 SINNET, =MEL Sp Jt' + 33138 of tlse- Coaray. d f nee Florida y MOLY - sad t# geed sad inhale causideratiam b in load paid 4y GRANTEE, ale =sip whose iD limb? amt bare g boa aaawaHFm a ERANTEE zeri-GRANICEE5 kick sucesssun-anera4 aim renaming d A t ram€: — .ot -_ S�mktiof Florida m The 1a� � 2 of Lot 11 Lot 1i, blot* 7 e y p NIONII 131101188 SHOrli331 2, accanding to- the-plat thereof, as- remanded- in- Plot nook Ur, at PA SIG 37, of the Public Reeaxda of Mani-Dada County, Florida_ bft Mena stood.- Witness n Aptioessent =dam GIs to -wild Ind sod •wai da:dtatd-ibc same agaissi•bavLd =v3�- vi'-sd- - warms Ilan wm sue+ bads = sasb; ise dermal yeas 9s* adswa whit= i$s `4 °saa�s� 312M LAWSON E Florida (MM. Warn at day or April SIMS LAMS and MNIMLLN. r hushand and w ie � 2100e5ft04,11.5 tt VW Ph MB; ua k MEMO EQ26radrs-fEEMUl cG rot 21 €.€3 at €ir Nei* CF caw ITUNE-8001 =WM ia tS3ELiit4 LAST PA&E 0\<'' a , 2005 by xva 60:90 sai 20o3;93090 A0 N • 0 0 N tP Z o a C od - t � ) - 1 A A a c 7a a) 2 ornmD ;-i cn ..e, a r - co 22 c= m cl lc. b a -p;j e L m n c. p ' N S • • D ••• • p.•• ▪ • 0 • ^'i °' �!••• • • • f - Y ••• mks_ • (i••• • C3 U O - �. cD Cr Crr (3l p cn ABBREVIATIONS: M.H. =Man Hole WF= Wood Fence R= Radlus F.R. =Found Rebor A C=Air Conditioner C.B.=Catch Basin U.E.= Utgity Easement CONC.= Concrete CL= Clear INCR= Encroaching = Center Line A= A: a Length Ch=Chord - 7.50' op' y ins B.C, =Block Comer R/ R'icght -of -Way O..L= verhead Utility Line F.N. &D. =Found NM & Disc CBS = Concrete Block Stucco O/H =Roof Overhang m i3L0 {: CORNER • i I S • P UD 0 39.65' Conc. Walker 5.0' L E:'1\) cl 4.0` UNE h ruKY a) \\* p. ' • \d"c 2'3. - `. N a)Te flood inlbrnlnh .h,v :eroii does not imply itrt the referenc pr .:y will or will not be free from 'flooding or damage and does not create liability on the part of the firm, any officer or employee thereof,for any damage that results from reliance on said information. b)The survey slurs platted easements and right-of-ways. There may exist additional restrictions and or encumbrances which affect this property. c)Sevations shown hereon. are with- references to. the National Geodetic Vertical Datum BM =Bench Mark Chatter =Chattahoochee F,D.H. =Found Drill Hole W/M =Water Meted F.LP.= Found Iron Pipe F.N =Found Nail Nff 5th AVE` lUE 40 o omm.= ommunr y P.C.=Point of Curvature o P.T. = Popint of Tangency P.C.F' =Permanent Control Point P.LS.= Professional Land Surveyor =Residence itF =Chain Link Fence C.6.S. Wall O.7`x4'h = enter Pkwy=Parkway N.T.S. =Not to Scale 111=Ucen Business L.S.=Land suveyor T =Tangent g --ecti anae REMAINDER O F 1 27.50'(F) d 27.001(M) BLOCK 57 127.50'(P) 127,70'(M) 0/D uid r. Serr?irr• noted.Undet round features, if ang not identified nor located e •ept us mi,• be indicated hereon. ape dearence and /or encroachments shown hereon are of the apparent nature, fence legal ownership not determined e)Tbe issue of this survey is only for the exclusive and specific use of those persons, parties or institutions in the Certification. f)Code restrictions and title search not reflected In this survey. q)Underground utilities and encroachments, if any not located = onurnent Line egmnmg /A = applicable gd Barb SS e ee c t u t e P. .=Power Pole R R= Rallfioad =Sidewalk 0 6 � -4 CP F,H �= Hydrant pi =�fe ured Psph =Asphalt Miameter S.LP. =Set Iron Pipe No.= Number 0 O O orn o . mencemen Re.c.= Point of Compound Curvature D.M, E: . =Drainage&MaintenanceEEasement P.R.M. =. Permanent RefemceMonument PRC= Point of Reverse Curvature & cap D.E.=Drainage Power Light as ment D Z ED h ands le • hereon were. surveyed per legal description provided by client and no Z?. - afms.as to ownership or matters of tide are made or implied: 0 1 All roads shown hereon are public unless otherwise noted. . 1 No identification cap found on property corners unless otherwise noted. • O . ) Di along. boundary are recorded and measured unless otherwise noted 1 The graphic portions of this document are intended to be displayed ut the graphic /name scales as depictedSoid scale .maybe altered in reproductions and as . such, should be considered when obtaining scaled data REVIEW # : 2005- DTM -PR -02775 FOLIO # : 11- 3206 - 014 -1130 DATE :10/07/2005 DESCRIPTION APPLICATION INFO Municipality Miami Shores DERM ID 2005100712430002 Reference Process No. N/A X Number N/A Project Name or Description RENOVATIONSTO OM HOUSE 1 Subtype N/A Category Type ° N/A Current Use of Property N/A REVIEW Review By Date Review Review Specific Info Status Initial Core JORGE 10/16,2005 Reviewed Review CAMPA TREES DARCY 101172005 Disapproved Existing trees are not shown on the submitted plan. All trees must to shown as existing to remain and not Review STOCKMAN be in conflict with the proposed construction. the existing trees must beat least 10' away from the proposed addition and the plans must state the words "existing to remain." Otherwise, a tree removal or relocation permit is required prior to plan approval. A tree removal application form and a copy of the property aerials is attached to the plans. Final Core JORGE 10282005 Overall DISAPPROVED DRAWINGS ON BIN WAITING FOR CUSTOMER TO COMPLYWITH TREES Review CAMPA Disapproval SECTION REQUIREMENTS. ASSESSED FEES No Invoiced Fees 10/282005 No Conditions Department of Environmental Resources Management Miami - Dade County Downtown Office Municipal Plan Review Summary Core Reviewer Signature: THIS IS A PROPOSED 226 SQ.FT.ADDITION TO AN EXISTING SINGLR FAMILYRESIDENCE, NO SEWER ABUTTING OR AT A FEASABLE DISTANCE TO THE SUBJECT PROPERTY, BUT IT IS SERVED BY WASD WATER. 2 - 2 c� rel Page 1 of 1 Renovations To Om House 1 HVAC Load Calculations for Dan Owens Studio 780 NE 69 St. Miami, Florida 33138 RHVAC RICsIDEN I TIAL, HVAC O D .... • • • • •••• • • • .. • •••• • • • .. • • • •••• • • Prepaitti•By: • Eugenie Erldiaga ••• • • • E &E Consulting•Engineers • • 3320 B•NEij2St • Fort Lauderdale, Florida 33p8 • • • (954) 566 -9708 • • • • Monday, JGp ®'I 3; 2005 . ... • •• • • • • • • • Project Report Project Filename: Project Title: Designed By: Project Date: Client Name: Client Address: Client City: Client Phone: Company Name: Company Representative: Company Address: Company City: Company Phone: Company Fax: Reference City: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Elevation Sensible Adj. Factor: Elevation Total Adj. Factor: Elevation Heating Adj. Factor: Elevation Heating Adj. Factor: Winter: Summer: Total Building Supply CFM: Square ft. of Room Area: Volume (ft of Cond. Space: Outdoor Dry Bulb 46 91 Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: \ \Serverl \e &e server\EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Renovations To Om House 1 Dan Owens Studio Tuesday, May 31, 2005 Dan Owens Studio 780 NE 69 St. Miami, Florida 33138 (305) 758 -0775 E &E Consulting Engineers Eugenio Erquiaga 3320 B NE 32 St Fort Lauderdale, Florida 33308 (954) 566 -9708 (954) 566 -9710 26 10 1.000 1.000 1.000 1.000 1.000 Outdoor Wet Bulb 0 78 2,350 2,111 18,999 E. Fort Lauderdale, Florida Medium Degrees ft. Indoor Indoor Grains Rel.Hum Dry Bulb Difference 0 72 0 50 75 59 41,798 Btuh 51,685 Btuh 6,113 Btuh 57,798 Btuh Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. \ \Served \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv CFM Per Square ft.: Square ft. Per Ton: Air Turnover Rate (per hour): 41.798 MBH 89 % 11 % 4.82 Tons (Based On Sensible + laggt) 5.74 Tons (Based Or 75% Sensibl cstacity) • • • •• • •••• • • •••• • • •• •• • • • • • • • • • • • • • • • • • ••• • • • •• • 1.113 368 7.4 •••• • • •••• • ••• • • • • • • • Monday, June 13, 2005, 2:49 PM • • • • • • •• • • Miscellaneous Report Winter: Summer: Winter: Summer: Calculate: Use Schedule: Roughness Factor: Pressure Drop: Minimum Velocity: Maximum Velocity: Minimum Height: Maximum Height: Main Trunk Yes Yes 0.00300 0.1000 in.wg. /100 ft. 650 ft. /min 900 ft. /min 0 in. 0 in. Infiltration: Volume of Conditioned Space: Total Building Infiltration: Total Building Ventilation: Winter 0.750 AC /hr X 18999 Cu.ft. 14,249 Cu.ft. /hr X 0.0167 237 CFM 0 CFM — System 2— Infiltration & Ventilation Sensible Gain Multiplier: Infiltration & Ventilation Latent Gain Multiplier: Infiltration & Ventilation Sensible Loss Multiplier: — System 1— Infiltration & Ventilation Sensible Gain Multiplier: Infiltration & Ventilation Latent Gain Multiplier: Infiltration & Ventilation Sensible Loss Multiplier: 46 91 46 91 0 78 0 78 30 50 30 50 Runouts Yes Yes 0.01000 0.1000 in.wg. /100 ft. 450 ft. /min 750 ft. /min 0 in. 0 in. Summer 0.300 AC /hr X 18999 Cu.ft. 5,700 Cu.ft. /hr X 0.0167 95 CFM 0 CFM 17.59 = (1.10 X 1.000 X 16.00 40.38 = (0.68 X 1.000 X 59.41 28.59 = (1.10 X 1.000 X 26.00 17.59 = (1.10 X 1.000 X 16.00 40.38 = (0.68 X 1.000 X 59.41 28.59 = (1.10 X 1.000 X 26.00 72 75 72 75 Summer Temp. Difference) Grains Difference) Winter Temp. Difference) Summer Temp. Difference) Grains Difference) Winter Temp. Difference) •••• • • • • • • • • • • • •••• • • • •• • • • •••• • • • • •••• • ••• • • • • • •• •• •• • • • • • • •• • • • • • • • • •• • • ••• • • • -1.80 59.41 -1.80 59.41 • • • • • • • • • • \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM • • • • • • • • • • • Total Building Summary Loads 1A -cm -o: Glazing - Single pane, operable window, clear, metal frame no break 11D: Door -Solid Core R4.1 cmu wall assem.: Wall - Block, , 1/2" STUCCO 8" CMU BLOCK ALUMINUM FOIL BACK INSULATION, 1/2" GWB R4.1 cmu wall assem.: Part- Block, , 1/2" STUCCO 8" CMU BLOCK ALUMINUM FOIL BACK INSULATION, 1/2" GWB 16BR- 30 -m1: Roof /Ceiling -Under attic or knee wall, unvented attic with radiant barrier, R -30 insulation, light metal 18A -19: Roof /Ceiling -Below roof joists, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R -19 blanket or loose fill 22A -pl: Floor -Slab on grade, No edge insulation, no insulation below floor, any floor cover, passive, light dry soil Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 237, Summer CFM: 95 Ventilation: Winter CFM: 0, Summer CFM: 0 AED Excursion: Total Building Load Totals: Total Building Supply CFM: Square ft. of Room Area: Volume (ft of Cond. Space: Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: 41,798 Btuh 51,685 Btuh 6,113 Btuh 57,798 Btuh Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads. 435 14,364 42 213 1610.3 10,216 105 0 1735 1,442 376 498 246 6,328 33,061 8 0 1,948 6,789 0 0 41,798 25,947 25,947 0 385 385 0 7,230 7,230 0 512 512 0 2,832 2,832 0 518 518 0 0 0 0 37,424 37,424 1,600 1,840 3,440 0 1,200 1,200 0 0 676 2,648 3,324 3,837 1,672 5,509 0 0 0 0 6,901 6,901 6,113 51,685 57,798 2,350 CFM Per Square ft.: 1.113 2,111 Square ft. Per Ton: 368 18,999 Air Turnover Rate (per hour): 7.4 41.798 MBH 89 % 11 % 4.82 Tons (Based On Sensible + Latent) 5.74 Tons (Based On 75% Sensible Capacity) • • • •• • • 0000 • • • 0000 • • • •• •• • • • • • • .. .. • 0000 • • • 00 • • .0. • .. • 00.0 • • 0000 • .0. • • • • • • • • • • 0000. • 00804 \ \Serverl\e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM • • • • • • • • • System 2 A.H. U. #2 Summary Loads 1A -cm -o: Glazing - Single pane, operable window, clear, metal frame no break 11D: Door -Solid Core R4.1 cmu wall assem.: Wall - Block, , 1/2" STUCCO 8" CMU BLOCK ALUMINUM FOIL BACK INSULATION, 1/2" GWB 16BR- 30 -ml: Roof /Ceiling -Under attic or knee wall, unvented attic with radiant barrier, R -30 insulation, light metal 18A -19: Roof /Ceiling -Below roof joists, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R -19 blanket or loose fill 22A -pl: Floor -Slab on grade, No edge insulation, no insulation below floor, any floor cover, passive, light dry soil Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 97, Summer CFM: 39 Ventilation: Winter CFM: 0, Summer CFM: 0 AED Excursion: System 2 A.H.U. #2 Load Totals: Supply CFM: Square ft. of Room Area: Volume (ft of Cond. Space: Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: 21,859 Btuh 25,713 Btuh 3,037 Btuh 28,749 Btuh Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. 217.7 7,188 21 213 995.9 6,319 485 403 376 498 137 3,524 0 12,960 12,960 0 221 221 0 4,472 4,472 0 792 792 0 518 518 0 0 0 18,145 0 18,963 18,963 6 1,200 1,380 2,580 0 0 0 0 0 0 945 272 1,256 1,528 2,769 1,565 682 2,247 0 0 21,859 1,169 CFM Per Square ft.: 861 Square ft. Per Ton: 7,749 Air Tumover Rate (per hour): 0 0 0 0 3,432 3,432 3,037 25,713 28,749 21.859 MBH 89 % 11 % 2.40 Tons (Based On Sensible + Latent) 2.86 Tons (Based On 75% Sensible Capacity) • . • • • • • • • • • • • •• •• • . • . •••• • • • •• •• • • • • • • • • .. • .... • • • .. • ••• • .. • 1.358 301 9.1 • • •••• • • • • ... • • • • • • • • \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM • • • • • • • • • • • System 1 A.H.U. #1 Summary Loads 1A -cm -o: Glazing - Single pane, operable window, clear, metal frame no break 11 D: Door -Solid Core R4.1 cmu wall assem.: Wall - Block, , 1/2" STUCCO 8" CMU BLOCK ALUMINUM FOIL BACK INSULATION, 1/2" GWB R4.1 cmu wall assem.: Part- Block, , 1/2" STUCCO 8" CMU BLOCK ALUMINUM FOIL BACK INSULATION, 1/2" GWB 16BR- 30 -mI: Roof /Ceiling -Under attic or knee wall, unvented attic with radiant barrier, R -30 insulation, Tight metal 22A -pI: Floor -Slab on grade, No edge insulation, no insulation below floor, any floor cover, passive, light __dry soil Subtotals for structure: People: Equipment: Lighting: • Ductwork: Infiltration: Winter CFM: 141, Summer CFM: 56 Ventilation: Winter CFM: 0, Summer CFM: 0 AED Excursion: System 1 A.H.U. #1 Load Totals: Supply CFM: Square ft. of Room Area: Volume (ft of Cond. Space: Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air. 1,181 1,250 11,250 19,939 Btuh 25,972 Btuh 3,076 Btuh 29,048 Btuh 217.3 7,176 21 0 614.4 3,897 105 0 1250 1,039 109 2,804 14,916 2 0 1,003 4,020 0 0 19,939 CFM Per Square ft.: Square ft. Per Ton: Air Tumover Rate (per hour): 12,987 12,987 0 164 164 0 2,758 2,758 0 512 512 0 2,040 2,040 0 0 0 0 18,461 18,461 400 460 860 0 1,200 1,200 0 0 404 1,392 1,796 2,272 990 3,262 0 0 0 0 3,469 3,469 3,076 25,972 29,048 0.945 433 6.3 19.939 MBH 89 % 11 % 2.42 Tons (Based On Sensible + Latent) 2.89 Tons (Based On 75% Sensible Capacity) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. • ▪ • • • •• • • • •• • ... • . . • • • •••• • . • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • ▪ • •••• • ••• • • • • • • • • • • • • • • \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM • • • • • • • • • Detailed Room Loads - Room 1 - Bath #2 (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Subtotals for Structure: Infil.: Win.: 2.9, Sum.: 1.2 Ductwork: Room Totals: Htg. & clg. 31.0 ft. 1.0 ft. 31.0 sq.ft. 9.0 ft. 279.0 cu.ft. 1 60 CFM 4 in. 685 ft. /min. 0.100 in.wg. /100 ft. 0.527 in.wg. /100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: W - Wall -R4.1 cmu wall assem. 4.2 28 0.244 6.3 177 4.5 0 126 X9 W -Gls-1A-cm-o shgc -0.75 0 %S 9.5 1.270 33.0 313 92.5 0 877 UP- Ceil- 16BR -30 31 X 1 31 0.032 0.8 26 1.6 0 51 Floor -22ApI 4 ft..Per. 4 0.989 25.7 103 0.0 0 0 619 0 1,054 37 2.244 84 0.561 47 21 0.045 32 0.060 10 64 735 57 1,139 • • • • 0 0 0 0 • • • • •• • 0000 • • • • • •• • • 1 2 1 60 CFM 12.9 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 3 CFM 1 CFM • • • • • • • • 0000 • • 4100 • • • •0 •• 00 • • • • • • • • • • • • 41 00• • • • • 0• • • • • 00 • • •00 • • \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM Detailed Room Loads - Room 2 - Bedroom 2 (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Htg. & clg. 196.0 ft. 1.0 ft. 196.0 sq.ft. 9.0 ft. 1,764.0 cu.ft. 3 102 CFM 6 in. 520 ft. /min. 0.100 in.wg. /100 ft. 0.173 in.wg. /100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: E - Wall -R4.1 cmu wall assem. 7 X 9 63 0.244 6.3 400 4.5 0 283 N - Wall -R4.1 cmu wall assem. 14.8 108 0.244 6.3 685 4.5 0 485 X9 W - Wall -R4.1 cmu wall assem. 16 X 118.8 0.244 6.3 754 4.5 0 533 9 N -Gls-1A-cm-o shgc -0.75 100 %S 25.2 1.270 33.0 832 36.2 0 912 W - GIs- 1A -cm -o shgc -0.75 0 %S 25.2 1.270 33.0 832 92.5 0 2,331 UP- CeiI- 16BR -30 196 X 1 196 0.032 0.8 163 1.6 0 320 Floor -22ApI 38 ft..Per. 38 0.989 25.7 977 0.0 0 0 Subtotals for Structure: Infil.: Win.: 26.7, Sum.: 10.7 Ductwork: People: 200 lat/per, 230 sen /per: Room Totals: 4,643 340 2.243 763 0.553 0.045 244 0.060 5,650 . • • • • • •••• • • • • •• • ..•• • • • • • • • • •••• • • • 1 • • •••• • • II • . • • • • • • •••• • • • • •••• • • • • •• • • ••• • • • • •• 2 1 307 CFM 10.4 AC/hr 0 CFM 0 CFM 0 % 0 CFM 0 % 27 CFM 11 CFM 0 4,864 431 188 62 329 400 460 893 5,841 ••• • • • \ \Server1 \e &e server \EE DRAWINGS \OWENS\MQHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM Detailed Room Loads - Room 3 - Bath #1 (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air. Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Htg. & clg. 36.0 ft. 1.0 ft. 36.0 sq.ft. 9.0 ft. 324.0 cu.ft. 1 63 CFM 5 in. 465 ft. /min. 0.100 in.wg. /100 ft. 0.179 in.wg. /100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 2 1 63 CFM 11.7 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 % 4 CFM 2 CFM W -Wall-R4.1 cmu wall assem. 5.4 X9 W - GIs- 1A -cm -o shgc -0.75 0 %S UP- Ceil- 16BR -30 36 X 1 Floor- 22A -pI 5 ft.. Per. Subtotals for Structure: Infil.: Win.: 3.8, Sum.: 1.5 Ductwork: Room Totals: 39.1 0.244 6.3 248 4.5 0 176 9.5 1.270 33.0 313 92.5 0 877 36 0.032 0.8 30 1.6 0 59 5 0.989 25.7 129 0.0 0 0 720 0 1,112 49 2.243 109 0.556 62 27 0.045 37 0.060 11 68 866 73 1,207 •••• • • • • •••• • • •• •• • •••• • • • • •• • • • • •••• • • • 4 • • •••• • • ••• • • •• •• •• • • • • • • . • • •••• • • • • •••• • • .. •• • • ••• • \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM Detailed Room Loads - Room 4 - Bedroom #1 (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Htg. & clg. 182.0 ft. 1.0 ft. 182.0 sq.ft. 9.0 ft. 1,638.0 cu.ft. 2 87 5 639 0.100 0.335 CFM in. ft. /min. in.wg. /100 ft. in.wg. /100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 1 2 1 174 CFM 6.4 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 % 8 CFM 3 CFM 9 W -Wall-R4.1 cmu wall assem. 12 X 87.2 0.244 6 3 553 4.5 0 391 W - GIs- 1A -cm -o shgc -0.75 0 %S UP- Ceil- 16BR -30 182 X 1 Floor- 22A -pi 12 ft.. Per. 20.8 1.270 182 0.032 12 0.989 33.0 687 92.5 0.8 151 1.6 25.7 309 0.0 Subtotals for Structure: 1,700 0 2,612 Infil.: Win.: 8.5, Sum.: 3.4 108 2.241 242 0.556 137 60 Ductwork: 0.045 88 0.060 57 187 People: 200 lat/per, 230 sen /per: 2 400 460 Room Totals: 2,030 0 1,924 0 297 0 0 594 3,319 • • 0000 • • • • 00 • 0000 • • • 00 • • • • • • • .... • • 0000 • 000 • • • • • 00 00 00 • • • • • • • • 0000 • • • • • •••• • • 0 • •• • • ••• • • • • \ \Server1 \e &e server \EE DRAWINGS \OWENSWIOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM • • • • Detailed Room Loads - Room 5 - MasterCloset (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: N - Wall -R4.1 cmu wall assem. 8 X 9 62.2 0.244 6.3 395 4.5 W -Wall-R4.1 cmu wall assem. 10.8 96.8 0.244 6.3 614 4.5 X9 N - GIs- 1A -cm -o shgc -0.75 100 %S UP- Roof- 18A -19 69 X 1 Floor- 22A -pl 19 ft.. Per. Subtotals for Structure: Infil.: Win.: 13.2, Sum.: 5.3 Ductwork: Room Totals: Htg. & clg. 69.0 ft. 1.0 ft. 69.0 sq.ft. 9.0 ft. 621.0 cu.ft. 1 70 CFM 5 in. 511 ft. /min. 0.100 in.wg. /100 ft. 0.216 in.wg. /100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 9.8 1.270 33.0 322 36.2 69 0.051 1.3 91 1.4 19 0.989 25.7 489 0.0 1,911 0 1,161 169 2.246 379 0.551 214 93 0.045 104 0.060 22 75 2,394 • • • • • •• • •••••• • •••• • • ••• 2 1 70 CFM 6.7 AC /hr 0 CFM 0 CFM 0 0 CFM 0 13 CFM 5 CFM 0 353 0 95 0 0 236 1,329 ••• • • • • •••• •••• • • • •• • • • • •••••• ••• • •0000• • • •• •• 0000•• • • • •••• • • • • • • • •••• • • • • ••• • • • •• •• • • • • •• • 279 434 ••• ••4 • ••• • •• •• •• •• • • • \ \Serverl \e &e server \EE DRAWINGS \OWENS\MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM ••• • • ••• • • •• • t•• II • SOO •••• • • • 0 ••• • •••• • Detailed Room Loads Room 6 - Master Bath (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Room Totals: Ht g. 9 g Occurrences: &cl clg. 101.0 ft. System Number: 1.0 ft. Zone Number: 101.0 sq.ft. Supply Air: 9.0 ft. Supply Air Changes: 909.0 cu.ft. Required Vent.: 2 Actual Winter Vent.: 124 CFM Percent of Supply.: 7 in. Actual Summer Vent.: 465 ft. /min. Percent of Supply: 0.100 in.wg. /100 ft. Actual Winter Infil.: 0.112 in.wg. /100 ft. Actual Summer Infil.: 2 1 248 CFM 16.4 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 23 CFM 9 CFM W -Wall-R4.1 cmu wall assem. 15 X 109.7 0.244 6.3 696 4.5 0 493 9 S - Wall -R4.1 cmu wall assem. 8.5 X 56.8 0.244 6.3 360 4.5 0 255 9 E - Wall -R4.1 cmu wall assem. 9 X 9 81 0.244 6.3 514 4.5 0 364 W - GIs- 1A -cm-o shgc -0.75 0 %S 19 1.270 33.0 626 92.5 0 1,754 W - GIs- 1A -cm -o shgc -0.75 0 %S 6.3 1.270 33.0 209 92.6 0 585 S - GIs- 1A -cm -o shgc -0.75 100 %S 19.8 1.270 33.0 652 36.2 0 715 UP- Roof- 18A -19 101 X 1 101 0.051 1.3 134 1.4 0 139 Floor- 22A -pl 33 ft..Per. 33 0.989 25.7 849 0.0 0 0 Subtotals for Structure: 4,040 0 4,305 Infil.: Win.: 22.9, Sum.: 9.2 293 2.243 656 0.550 371 161 Ductwork: 0.045 212 0.060 32 267 4,908 403 4,733 • • • • • •• • •••••• • •••••• •• • • •••••• • • •• •• 000000 • • • • • • • • • • •• • •• • • •••• •••• • • • •• • • • • •••••• • • • • • • • •••• • • • !••••• • • •••••• • • • ••• • • • \ \Server1 \e &e server \EE DRAWINGS \OWENS \MOHAUS\Om House 1.rhv Monday, June 13, 2005, 2:49 PM •o•• •• • • • • •••• • • • •••• • • • • � ••• • • 0000 •• • • Detailed Room Loads - Room 7 - Master Bedroom (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: S - WaII -R4.1 cmu wall assem. 13.2 X9 S - GIs -1 A -cm -o shgc -0.75 100 %S UP- Roof- 18A -19 206 X 1 Floor-22A-p ft.. Per. Subtotals for Structure: !rig.: Win.: 9.4, Sum.: 3.7 Ductwork: People: 200 lat/per, 230 sen /per: Room Totals: Htg. & clg. 206.0 ft. 1.0 ft. 206.0 sq.ft. 9.0 ft. 1,854.0 cu.ft. 2 94 CFM 6 in. 481 ft. /min. 0.100 in.wg. /100 ft. 0.149 in.wg. /100 ft. 54.5 0.244 6.3 346 4.5 64.8 1.270 33.0 2,138 36.2 206 0.051 1.3 273 1.4 13 0.989 25.7 334 0.0 119 2 Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 3,091 0 2,872 2.239 267 0.553 151 66 0.045 152 0.060 65 203 400 460 3,510 • • • • • •• • •••• • • •••• • • •• •• 2 1 189 CFM 6.1 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 % 9 CFM 4 CFM 0 245 0 2,343 0 284 0 0 616 3,601 •••• • • •••• • • • •• • • • • • ••• • •• •• •••• •••• • ••• • • ••• •••••• • • • • •••• ••• • • • • • • • ••• ••• • • • •• • • ••• • • • \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM •• • • •• • •• • .• • •• ••• • • • • •• • ••• • Detailed Room Loads - Room 13 - Foyer (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Htg. & clg. 40.0 ft. 1.0 ft. 40.0 sq.ft. 9.0 ft. 360.0 cu.ft. 1 58 CFM 4 in. 669 ft. /min. 0.100 in.wg. /100 ft. 0.502 in.wg. /100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: E - Wall-R4.1 cmu wall assem. 6.7 X 9 N - Wall-R4.1 cmu wall assem. 6.7 X 9 E- Door -11D3 X7 N - GIs -1 A -cm -o shgc -0.75 100 %S UP- CeiI- 16BR -30 40 X 1 Floor- 22A -pI 13 ft.. Per. Room Totals: 38.9 0.244 6.3 247 4.5 51.9 0.244 6.3 330 4.5 2 1 58 CFM 9.7 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 % 9 CFM 4 CFM 0 175 0 233 21 0.390 10.1 213 10.5 0 221 8 1.270 33.0 264 36.1 0 289 40 0.032 0.8 33 1.6 0 65 13 0.989 25.7 334 0.0 0 0 Subtotals for Structure: 1,421 0 983 Infil.: Win.: 9.4, Sum.: 3.8 120 2.244 269 0.551 152 66 Ductwork: 0.045 76 0.060 13 63 1,766 165 1,112 • • • • •••• • •• • • • • .• • ••• 000000 • • • •••. • • • • • •••• • • • •• •• • • • • • •• • ••• • •. • • • • .... • • • • ••• • • • •• • ••• • •• • • \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM • • • • •• • • • • • •• • • •• • • Detailed Room Loads - Room 8 - Family Room (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: S - Wall -R4.1 cmu wall assem. 17.2 X9 S - GIs- 1A -cm -o shgc -0.75 100 %S UP- Ceil- 16BR -30 302 X 1 Floor- 22A -pl 17 ft.. Per. Subtotals for Structure: Infil.: Win.: 26.3, Sum.: 10.5 Ductwork: Room Totals: Htg. & clg. Occurrences: 302.0 ft. System Number: 1.0 ft. Zone Number: 302.0 sq.ft. Supply Air: 9.0 ft. Supply Air Changes: 2,718.0 cu.ft. Required Vent.: 2 Actual Winter Vent.: 119 CFM Percent of Supply.: 6 in. Actual Summer Vent.: 604 ft. /min. Percent of Supply: 0.100 in.wg. /100 ft. Actual Winter Infil.: 0.233 in.wg. /100 ft. Actual Summer Infil.: 65 0.244 90.3 1.270 302 0.032 17 0.989 155 6.3 412 4.5 33.0 2,982 36.2 0.8 251 1.6 25.7 437 0.0 1 1 1 237 CFM 5.2 AC /hr 0 CFM 0 CFM 0 0 CFM 0 % 26 CFM 11 CFM 4,082 0 4,052 4.831 750 1.192 424 185 0.053 256 0.066 _ 98 _ _280_ 5,088 522 4,517 • • • • • •••• •• • • • • •••• •• • • •• • • • • • • • • • •••• • • •• •• • • • ••• • •• • • • • ••• • • • • • •••• • • • •• • • • •• • • 0 292 0 3,267 0 493 0 0 • • • • • • • •••• . • \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM • • Detailed Room Loads - Room 9 - Kitchen (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Htg. & clg. Occurrences: 191.0 ft. System Number: 1.0 ft. Zone Number: 191.0 sq.ft. Supply Air: 9.0 ft. Supply Air Changes: 1,719.0 cu.ft. Required Vent.: 3 Actual Winter Vent.: 100 CFM Percent of Supply.: 6 in. Actual Summer Vent.: 511 ft. /min. Percent of Supply: 0.100 in.wg. /100 ft. Actual Winter Infil.: 0.167 in.wg. /100 ft. Actual Summer Infil.: S - Part- 20 °/0 ° -R4.1 cmu wall 105 0.244 0.0 0 4.9 0 512 assem. 14 X 9 W - Wall -R4.1 cmu wall assem. 16 X 117 0.244 6.3 742 4.5 0 525 9 S -Door-11D 3 X7 W - GIs- 1A -cm -o shgc -0.75 0 %S UP- Ceil- 16BR -30 191 X 1 Floor- 22A -pI 30 ft.. Per. Subtotals for Structure: 2,564 0 4,010 Infil.: Win.: 24.3, Sum.: 9.7 144 4.833 696 1.188 393 171 Ductwork: 0.053 173 0.066 62 355 Equipment: 0 1,200 Room Totals: 21 0.390 0.0 0 7.8 27 1.270 33.0 892 92.5 191 0.032 0.8 159 1.6 30 0.989 25.7 771 0.0 3,433 455 5,736 •• • • • • ••• • • • .. • •• • • • •• • • • • • • •• •. • • • 1 1 1 301 CFM 10.5 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 % 24 CFM 10 CFM • 0 164 0 2,497 0 312 0 0 • • • • • .• • • • • • • • • • • • • • •••• • • • • •• • • ••. • • • • • • •• • • � \ \Serverl \e &e server \EE DRAWINGS \OWENS\MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM • • • • • • • • • • Detailed Room Loads - Room 10 - Bath #3 (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Htg. & clg. 52.0 ft. 1.0 ft. 52.0 sq.ft. 9.0 ft. 468.0 cu.ft. 1 87 5 636 0.100 0.332 CFM in. ft. /min. in.wg. /100 ft. in.wg. /100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 1 1 87 CFM 11.1 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 % 12 CFM 5 CFM W - Wall -R4.1 cmu wall assem. 8 X 60 0.244 6.3 381 4.5 0 269 9 W - GIs- 1A -cm -o shgc -0.75 0 %S UP- Ceil- 16BR -30 52 X 1 Floor- 22A -pI 8 ft..Per. Subtotals for Structure: Infil.: Win.: 12.2, Sum.: 4.9 Ductwork: Room Totals: 12 1.270 52 0.032 8 0.989 33.0 396 92.5 0.8 43 1.6 25.7 206 0.0 0 0 0 1,026 0 1,464 72 4.833 348 1.194 197 86 0.053 73 0.066 17 102 1,447 •••• • • • • •••• • • • .... •• • • • • •• • . • • • • • • • • • • • • •• •• 1,110 85 0 214 1,652 • • • • • • • •••• • • • • •••• • • • • • •• • • • • • •• • • • • ••••• • • • • • •••• • \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM • • • • • • • • • • Detailed Room Loads - Room 11 - Studio (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Htg. & clg. 219.0 ft. 1.0 ft. 219.0 sq.ft. 9.0 ft. 1,971.0 cu.ft. 4 104 CFM 6 in. 528 ft. /min. 0.100 in.wg. /100 ft. 0.179 in.wg. /100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: W -Wall-R4.1 cmu wall assem. 22 X 146 0.244 6.3 926 4.5 0 9 N - Wall-R4.1 cmu wall assem. 12.5 112.5 0.244 6.3 X9 E - Wall-R4.1 cmu wall assem. 5 X 9 45 0.244 6.3 285 4.5 0 202 W - GIs- 1A -cm -o shgc -0.75 0 %S 36 1.270 33.0 1,189 92.5 0 3,330 W - GIs- 1A -cm -o shgc -0.75 0 %S 16 1.270 33.0 528 92.5 0 1,480 UP- Ceil- 16BR -30 219 X 1 219 0.032 0.8 182 1.6 0 357 Floor-22A T! 40 ft..Per. 40 0.989 25.7 1,029 0.0 0 0 4,853 356 4.835 1,719 Subtotals for Structure: Infil.: Win.: 60.1, Sum.: 24.0 Ductwork: People: 200 lat/per, 230 sen /per: Room Totals: 2 714 6,920 4.5 0.053 348 0.066 0 6,529 1.190 971 423 71 489 400 460 1,442 7,901 • • • • •••• • • • ••• •• • • • • •• • • •••• • • •••• • • •• •• 1 1 415 CFM 12.6 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 60 CFM 24 CFM • 0 • • • ••• • • • •• • 505 • • • .. • • •••• • • • • •••• • • • • ... • •• • • • • • •• • •• \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM • • • • • • • • • • Detailed Room Loads - Room 14 - Dining (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Htg. & clg. 207.0 ft. 1.0 ft. 207.0 sq.ft. 9.0 ft. 1,863.0 cu.ft. 1 19 CFM 4 in. 217 ft. /min. 0.100 in.wg. /100 ft. 0.055 in.wg. /100 ft. Occurrences: System Number: Zone Number: Supply Air: Supply Air Changes: Required Vent.: Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 1 1 1 19 CFM 0.6 AC /hr 0 CFM 0 CFM 0 % 0 CFM 0 % 0 CFM 0 CFM UP- CeiI -16BR 30 207 X 1 207 0.032 0.8 172 1.6 0 338 Floor- 22A -pI 1 ft..Per. 1 0.989 25.7 26 0.0 0 0 198 0 338 0 0 0 0 0 0 0.053 10 0.066 67 22 208 67 360 Subtotals for Structure: Infil.: Win.: 0.0, Sum.: 0.0 Ductwork: Room Totals: • • • • • ••• • • • • • • •• • • . • • • • • • •• • a • • • • •••• • • • 4 • • •••• • • ••• • • • • • •• •• •• • • • • • •••• • • • • •••• • • • ••• • •• • • • • • \ \Server1 \e &e server \EE DRAWINGS \OWENS\MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM \ \Serverl \e &e server \EE DRAWINGS \OWENS\MOHAUS \Om House 1.rhv • • • • Monday, June 13, 2005, 2:49 PM •I • • • 7 • • g + i L 'YS z ® mm- •C` c, Of� V. 11n 3' \t" \` m Yj• 'T K o 1� 3. � �.. � �E�.; .''��^k;,R.�Y. `„ � � 2 ��� ,.� `z'4 ?�„. 2 5 u� i .� _" 4f^ �° � ® 1 $ a te. }� . a �' : ��� 3 4e``� '4'&'n "� tL 4w. ^:. . - d 3 : c �S ^� y �"•. �C � c -t '\ ,_ .�..vn. ��. '� `1 q '•—GS Detailed Room Loads - Room 12 - Living Room (Average Load Procedure) j.." _ _ ���. Kt.. °'n _ 4"3,q•}i3. ��: -, ._z, m a ""5"S,.#- T.. <.v:`t - �E . , _ _ •' Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 239.0 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 239.0 sq.ft. Supply Air: 119 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.3 AC /hr Volume: 2,151.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 119 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 606 ft. /min. Percent of Supply: 0 % Design Loss: 0.100 in.wg. /100 ft. Actual Winter Infil.: 18 CFM Actual Loss: 0.235 in.wg. /100 ft. Actual Summer Infil.: 7 CFM :i rou N - Wall-R4.1 cmu wall assem. 11.7 68.9 0.244 6.3 437 4.5 0 310 X9 N - GIs- 1A -cm -o shgc-0.75 100%S 36 1.270 33.0 1,189 36.2 0 1,303 UP- CeiI- 16BR -30 239 X 1 239 0.032 0.8 199 1.6 0 390 Floor- 22A -pl 12 ft..Per. 12 0.989 25.7 309 0.0 0 0 Subtotals for Structure: 2,134 0 2,003 Infil.: Win.: 17.7, Sum.: 7.1 105 4.831 507 1.191 287 125 Ductwork: 0.053 140 0.066 77 140 Room Totals: 2,781 364 2,268 • • • • •••• •••• • • • ..•• •• • • • • • • •••• • • • •••• • • • • • •••. •••• • • ••• • •••. • • • • •• •• •• •••I • •••• • • • •• •••■ • • • • • • • •••• ••• • ••• • •• • • • • \ \Serverl \e &e server \EE DRAWINGS \OWENS\MOHAUS \Om House 1.rhv • • • • Monday, June 13, 2005, 2:49 PM •I • • • 7 • • Detailed Room Loads - Room 15 - Powder Room (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: UP- Ceil- 16BR -30 40 X 1 Floor- 22A -pI 1 ft..Per. Subtotals for Structure: Infil.: Win.: 0.0, Sum.: 0.0 Ductwork: Room Totals: Htg. & clg. Occurrences: 40.0 ft. System Number: 1.0 ft. Zone Number: 40.0 sq.ft. Supply Air: 9.0 ft. Supply Air Changes: 360.0 cu.ft. Required Vent.: 1 Actual Winter Vent.: 4 CFM Percent of Supply.: 4 in. Actual Summer Vent.: 41 ft. /min. Percent of Supply: 0.100 in.wg. /100 ft. Actual Winter Infil.: 0.002 in.wg. /100 ft. Actual Summer Infil.: 40 0.032 0.8 33 1.6 0 65 1 0.989 25.7 26 0.0 0 0 0 59 0 65 0 0 0 0 0.053 3 0.066 13 4 62 13 69 • • • • • • • • • • •• • •• •• • • • • • • • • • • • • • 1 1 4 CFM 0.6 AC /hr 0 CFM 0 CFM 0 0 CFM 0 % 0 CFM 0 CFM • • • • • • ••• • • • • • • • 0 • • • • •• • • • • • • •••• • • •••• • 1 1 • • • •• • • ••• • 1 • • • \ \Serverl \e &e server \EE DRAWINGS \OWENS\MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM • ` `Fei ` r.�•, '�, 6 6 � `rsb" : c"[1 3.k � ��� � _ "-� � � + �R�r��{���� '..Y:f4T8�U �• .f��,. System 2 Room Load Summary -- -Zone 1- 1 Bath #2 3 31 7 t • 10 1 1-4 6 685 1 1,139 5 57 6 60 60 6 2 Bedroom 2 1 196 5 5,650 7 73 3 3-6 5 520 5 5,841 8 893 3 307 3 307 3 Bath #1 3 36 8 866 1 11 1 1 -5 4 465 1 1,207 7 73 6 63 6 63 4 Bedroom #1 1 182 2 2,030 2 26 2 2 -5 6 639 3 3,319 5 594 1 174 1 174 5 MasterCloset 6 69 2 2,394 3 31 1 1 -5 5 511 1 1,329 2 236 7 70 7 70 6 Master Bath 1 101 4 4,908 6 64 2 2 -7 4 465 4 4,733 4 403 2 248 2 248 7 Master Bedroom 2 206 3 3,510 4 46 2 2-6 4 481 3 3,601 6 616 1 189 1 189 13 Foyer 4 40 1 1,766 2 23 1 1-4 6 669 1 1,112 1 165 5 58 5 58 AED Excursion 3 3,432 System 2 total 8 861 2 21,859 2 284 2 25,713 3 3,037 1 1,169 1 1,169 System 2 Main Trunk Size: 1 14x16 in. Velocity: 8 837 ft. /min Loss per 100 ft.: 0 0.086 in.wg • z� �'1, :ttrc '�7�� .Uy � � -., x x 6 ' 'y : :� F FA .'ms`s'. ; h hay o o '' }�y - -g � � Net Required: 2 2.40 8 89% / / 11% 2 25,713 3 3,037 2 28,749 Recommended: 2 2.86 7 75% / / 25% 2 25,713 8 8,571 3 34,284 �� g `"`'° c c- .E='+a, }v''" . g t ` rv.< . .r te,,. Heating System C .. Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n n/a 0 0 Btuh • • • • • • • \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM System 1 Room Load Summary —Zone 1 --- 8 Family Room 9 Kitchen 10 Bath #3 11 Studio 12 Living Room 14 Dining 15 Powder Room AED Excursion System 1 total 1,250 19,939 259 System 1 Main Trunk Size: Velocity: Loss per 100 ft.: 302 5,088 66 2-6 604 4,517 522 237 237 191 3,433 45 3-6 511 5,736 455 301 301 52 1,447 19 1 -5 636 1,652 214 87 87 219 6,920 90 4-6 528 7,901 1,442 415 415 239 2,781 36 1-6 606 2,268 364 119 119 207 208 3 1-4 217 360 67 19 19 40 62 1 1-4 41 69 13 4 4 14x16 in. 846 ft. /min 0.088 in.wg 3,469 25,972 3,076 1,181 1,181 Net Required: Recommended: 2.42 2.89 Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a Latent Capacity: n/a 89 %/11% 75% /25% Heating System 25,972 25,972 Cooling System 0 Btuh 0 Btuh 3,076 8,657 • • • •••• • • • • •• • •••• • • • • • •• • • • •••• • • • • •••• • ••• • • • • • •• •• • 29,048 34,629 • • •••0. • • • • • • • • • • • • • • • •••• • • • . •••• • •• • • • • • • • •• •• \ \Serverl \e &e server \EE DRAWINGS \OWENS \MOHAUS \Om House 1.rhv Monday, June 13, 2005, 2:49 PM • • • • • • • • • • • 3 �� .�.� d . Air Handler Name - ���,�_ � r.. �i -_..�� � 1_ x....�v, .wav� .,.'...,8� j. a�'c ��� ,. � - �.�. "+. n��n �-'�m A.H.U. #1 Cooling Description Cooling Model Type Cooling Model Number Cooling Capacity Cooling Efficiency Heating Description Heating Model Type Heating Model Number Heating Capacity Heating Efficiency Project title: Designed by: Project date: Project comment: Client name: Client address: Client city: Client phone: Client fax: Client comment: Company name: Company representative: Company address: Company city: Company phone: Company fax: Company comment: Renovations To Om House 1 Dan Owens Studio Tuesday, May 31, 2005 Dan Owens Studio 780 NE 69 St. Miami, Florida 33138 (305) 758 -0775 E &E Consulting Engineers Eugenio Erquiaga 3320 B NE 32 St Fort Lauderdale, Florida 33308 (954) 566-9708 (954) 566-9710 \ \Server1 \e &e server \EE DRAWINGS \OWENSWIOHAUS \Om House 1.rhv • • • • • •• • • • • • • •• •• • • • • • • • • • • •• • •••• • • •••• • • • •• • • • • • ••• • • • •• • • • • ••• • • • • • • • • • • • • • • Monday, June 13, 2005, 2:49 PM • • • • • .... • • •••• • • • • • • • • •••. • • •• • • • • •• • • • • • • •• • • • ••• • •• • ••. • • • •••• •• •• • • • •••• • • • • • • • •••• • • • • • • • ••• • • •• • • • .4