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RC-15-1054
Process Number: M2015010654-0 Folio: 1132060050010 Fee Payer: Department of Regulatory and Economic Resources Impact Fee Assessment Batch: Collection Number: Site Address: 905 NE 92 ST Assessment Date: 07/09/2015 Disclaimer Note: ROAD, FIRE, POLICE and PARK will increase on 10/01/2015 Please pay by 09/30/2015 Cash, Cashiers Check, or Money Order Payable to Miami Dade County Fee Type Dist Id Category Cat Category Description Units Fee Extended Amount Code Sufix AREA 1.0 5002 00 UNIT SIZE (SQ FT) 85 $0.9180 $78.03 Total Amount Due: $78.03 Report run on: July 09, 2015 12:32 PM Page 1 of 1 MlAMl•rD Process Number: M2015010654-0 Folio: Fee Payer: Department of Regulatory and Economic Resources Impact Fee Receipt Batch: 1132060050010 Site Address: 905 NE 92 ST PAUL GOLDSBERG Collection Date: 09/08/2015 16445 COLLINS AVENUE PF124 SUNNY ISLES, FL 33100 Collection Number: 113395 Fee Type Dist Category Cat Category Description Units Fee Extended Deferral Deferral Id Code Sufix Amount Amount Admin AREA 1 5002 00 UNIT SIZE (SQ FT) -. 85.00 $0.92 $78.03 Total: $78.03 - Deferred Amount: + Deferred Admin: Total Amount Due: Paid Check: Paid Cash: $78.03 $0.00 $78.03 Report run on: September 08, 2015 02:26 PM Page 1 of 1 • APPLICATION FOR: [ ] New System [ ] Repair STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT [X] Existing System [ ] Abandonment APPLICANT: Paul Goldenberg [ ] Holding Tank [ ] Temporary APP DOC # AP 1191696 PERMIT #: 13 -SC -1610724 DATE PAID 06/08/2015 FEE PAID: 70.00 RECEIPT #:13 -PID -2682749 [ ] Innovative [ AGENT: Statewide Septic MAILING ADDRESS: po box 54 0856 Opa Locka, FL 33054 TELEPHONE: 1 (305) 661-6633 TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S REPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. LOT: A BLOCK: na SUBDIVISION: PLATTED: 01/01/1950 PROPERTY ID #: 11-3206-005-0010 PROPERTY SIZE: 0.40 ZONING: I/M OR EQUIVALENT: ACRES WATER SUPPLY: [ ]PRIVATE [X]<=2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / PROPERTY ADDRESS: 905 NE 92 St Miami, FL 33138 N DISTANCE TO SEWER: [ Y N 1 [ ]>2000GPD FT DIRECTIONS TO PROPERTY: BUILDING INFORMATION: [X] RESIDENTIAL [ ] COMMERCIAL Type of No. of Establishment Bedrooms [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: Building # Persons Area Ft Served 3 3026 Total Design Flow For This Unit 6 400 DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC v 1.0.0 AP1191696 E.ID161.0724 DATE: 06/05/2015 Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT Additional Notes and Comments: County Notes Fields: County Process #: APP DOC #4: PERMIT NO. DATE PAID: FEE PAID: API191696 13 -SC -1610724 06/08/2015 70.00 RECEIPT #: 13 -PID -2682749 Sent To Legal for Outstanding Balance Enforcement: Box # sent to storage: Zone: Agency Name: County Status: Sent to Collections("Y"=Yes, blank=no): Special Program(i.e. After School Meal Program): Government Entity(City, County, State, Federal): General Comments: The project entails the addition of 81 square feet to accommodate a Bathroom to an existing 3 bedrooms SFR with 2,945 square feet. No objection letter issued by Paul Levelt Andre on June 11, 2015. 1 0 0 AP..197.696 Fin": .0724 MOAN -RADE COUNTY Y WATEER New Business Segaon MAIN OFFICE 3575 s. LEJEUNE RD MIAMI, FLORIDA 33146 786-268-5360 8:00 am-4:00pm SEWER DEPAr,Try ENT WEST OFFICE PERMITTING & INSPECTION CENTER (PIC) 11805 SW 26 Street, MIAMI, FLORIDA 33175 786-315-2717 7:30 am - 3:30pm VERIFICATION FORM / n Up Front Fee amerce # DOWNTOWN OFFICE OVERTOWN TRANSIT VILLAGE (2ND FLOOR WEST) 701 NW 1st COURT, MIAMI, FLORIDA 33136 786-469-2026/786-469 2029 8:00am - 4:00pm RD(NANCE 89-95 LETTER ®COSTO NAND ol,Ul".pleb' Drlirnii i re' roue Evoce Z4✓, ER INTAKE/DROP-OFF FORM Project Owner (Peron/Business) Name: PA UL C,OIDENBER& SS # or Federal Tax ID#: 2, —CO 0-42(0-- E -Mall Address: pa ► epar..11oo(�'ior...rra •c Daytime phone number(s): C (1) q 11.589.q 3.1 1 0 (2) NEW CONSTRUCTION RENOVATION/REMODEL - I[-°�C'Residential or ❑ mmercial f 0 Change of use(According to Certificate of Use Application) , 0 Connecting to Sewers Project Information Project Name: Process Number: 142015"0 10 6.51/ Project Address: 906' NE 9 2 wp STTEFT_ , MIA M i S//oR.Ec F 33 1 8 CUSTOMER SOURCE: , ..r , - , PROPOSED USE - * PLEASE NOTE BELOW PROCESS LOCATION: 0 Lejeune: IC: 0 OW: Pians Picked Up by Date: Lk I\ Number of Units SQ FT per Unit Type of Unit: (ex: Restaurant, office, retail, single family residence, duplex). You may attach an additional list if necessary Proposed Gallons Per Day (GPD): -- PREVIOUS USE Number of Units SQ FT per Unit Type of Unit: (ex: Restaurant, office, retail, single family residence, duplex). You may attach an additional list if necessary Previous Gallons per Day (GPD): SIGNATURE X �i ,� ` _' , DATE $ Le CUSTOMER SOURCE: , ..r , - N814*Dates 1215 Time: PROCESS LOCATION: 0 Lejeune: IC: 0 OW: Pians Picked Up by Date: Lk I\ Folios d 1 - 32.0(o- 00c - 0010 Lot Block Sub -Division 'ontact Person (RUNNER/EXPEDITER): lame: Ompany: Mailing Address: Phone: Cell Phone: Fax: email: PLEASE NOTE: The Department shall not render service to said development until after approval of this verification form application, and after payment of applicable connection fees and compliance with Department's Rules and Regulations for service. It is the DEVELOPER'S sole responsibility to provide the DEPARTMENT with sufficient evidence of completed demolition, which shall include the type, size, and/or number of units for said previous structures for credit purposes. Water and sewer connection charges shall be calculated at the prevailing rates established by Miami -Dade County. If requested by the DEPARTMENT, the DEVELOPER shall provide the DEPARTMENT a list of all tenants and building units and/or use prior review of any ordinance/verification form application processing for the DEVELOPER'S property.. *NOTICE: CHANGES OF USE MAY CAUSE A CHANGE IN Y. UR WATER BILL'S RATE PRINT NAME'►A U ��, 0, baU f3Ekr TITLE SIGNATURE X �i ,� ` _' , DATE $ Le CUSTOMER SOURCE: , ..r , - N814*Dates 1215 Time: PROCESS LOCATION: 0 Lejeune: IC: 0 OW: Pians Picked Up by Date: Lk I\ REV FEB 2, 2015 LD/EM/DR/SPA DOCUMENT CHECKLIST 1- STANDARD REQUIREMENTS ❑ $150.00(Commercial on water and sewer), $75.00(Commercial on septic),$60.00(Single Family on Water and Sewer), $30.00 (Single Family Septic). ❑ Valid Regulatory and Economic Resources (RER) Allocation letter or Department of Health (DOH) septic • tank approval regarding sewage disposal. 2- NEW CONSTRUCTION/ REMODEL/ RENOVATION r Ci Building Plans signed and sealed by a licensed architect. • For proper review, all building plans must clearly show the proposed usage, square footage and/or units such as number of seats, units, students etc. NOTE: Verification Forms and/or Ordinance 89-95 Letters will not be issued without stamped plans from the respective building department. 3- CHANGE OF USE ❑ Processed business certificate of use and/or occupational license ❑ (If applicable) Building Plans signed and sealed by a licensed architect. • For proper review, all building plans must clearly show the proposed usage, square footage and/or units such as number of seats, units, students etc. NOTE: Verification Forms and/or Ordinance 89-95 Letters will not be issued without stamped plans from the respective building department. • (If applicable) Executed Lease Agreement clearly showing square footage, specific unit, and designated usage. NOTE: (if sq ft not found in lease): Tenants may provide a notarized letter signed by the Landlord clearly indicating name, square footage, unit number and designated usage. ► SPECIAL CIRCUMSTANCES- MDWASD requires that the customer provide a NOTARIZED LETTER for the following situations listed below and reserves the right to ask for a notarized letter in specific cases for further clarification of proposed usage. ❑ Property owner, please provide letter stating sq. feet, use of space, and that you are the owners of space ❑ Animal Clinics- number of kennels occupying the space Signed by the Veterinarian(s) ❑ Assisted Living Facilities (ALFs) - Signed by the Owner stating the number of beds. ❑ Public Parks- Signed by the Parks Department stating the Park's Capacity. ❑ Provide the DEPARTMENT a list of all tenants and building units with sq. ft. per unit and/or use prior review of any ordinance/verification form application processing for the DEVELOPER'S property ► ADDITIONAL INFORMATION (if available) Please provide any supporting documentation available to assist in research • Proof of usage/occupancy; existing or previously connected structure to water service • Previously issued verification and/or ordinance form(s) and/or connection charges validated paid invoice. • Copies of water/sewer bill(s), or meter number(s) • Building department's house card and/or available property records. • Building department letter/plans with proof of existing or previous structure's usage/occupancy dated 4 years or earlier from current date; clearly show the proposed property's use broken down by square feet (sq ft) and/or number of units ex: office, warehouse, retail by sq ft; apartments, residences, townhomes by number of units. • Copies of occupational license(s) dated 4 years or earlier from current date. MIAMI•DADE COUNTY eliver/ E cellexce Every 25sy u 1,1) p CONTACT INFORMATION FOR PERMIT APPLICATION Regulatory and Economic Resources Herbert S. Saffir Permitting and Inspection Center 11805 S.W. 26th Street Miami, FL 33175-2474 786-315-2100 miamidade.govlpermits Dear Applicant: Please complete the following information. Your email address is required so you can be notified on the status of your plans. First Name: (PRINT CLEARLY) �. Last Name: (PRINT CLEARLY) LD Cellular Number: i 7 _� Rcf - 07 3 c Office/Home Number: S G EMAIL Address: Q0-,10 A 0-Q\ )o L �g N _ c Comments: ilc\ 1 4 I rIf you are submitting a municipal plan, please provide the municipal process number(s) and ensure the municipal application is in the office set of plans REQUESTED REVIEWS ❑ ALL ❑ BLDG ZDERM ❑ ELEC ❑ ENRG 111 FIRE ❑ HCAP ❑ LANDSCAPING ❑ MECH ❑ PLUM LI PWKS ❑ PWCC ❑ ROOF ❑ SIGN ❑ STRU ❑ ZNPR ❑ WAS/- PWIF ❑ PERMIT BY AFFIDAVIT CHECK ❑ SHORT TERM EVENT AFFIDAVIT CHECK ❑ OPTIONAL PLAN REVIEW DBLDG ❑ELEC MECH DPLUM DSTRU -FOR OFFICE USE ONLY - TO BE COMPLETED BY BUILDING AND OCCUPANCY REPRESENTATIVE OR PLANS PROCESSING SPECIALIST: Application Date: LP/ 1—1 / f • Tr No(s): H 20 IC 0 le (p5 V/ Clign era E ...... 0 ® w c5 -6 CJ g 123_01-117 2/15 Clerk Name: ❑ Re -Issue ❑ Rework Arrival Time: 10 : STh ❑ Plan Revision ❑ Shop Drawin Goldenberg Residence 01.46 E • : No 69808 • •IP 0 S s •. PE 69808 04-29-15 :* . Location Building owner Program user Company Comments By Dataset name Calculation time TRACE® 700 version Location Latitude Longitude Time Zone Elevation Barometric pressure Air density Air specific heat Density -specific heat product Latent heat factor Enthalpy factor Summer design dry bulb Summer design wet bulb Winter design dry bulb Summer clearness number Winter clearness number Summer ground reflectance Winter ground reflectance Carbon Dioxide Level Design simulation period Cooling load methodology Heating Toad methodology Miami FloridaFlorida EC HNGS Engineers W:\TRACE 700 Projects\EC ENG114-028 Goldenberg V2.trc 02:06 PM on 04/29/2015 6.3 Miami, Florida 25.0 80.0 5 7 29.9 0.0760 0.2444 1.1151 4,908.6 4.5619 91 78 47 0.95 0.95 0.20 0.20 400 deg deg ft in. Hg Ib/cu ft Btu/Ib•°F Btu/h-cfm•°F Btu•min/h•cu ft lb-min/hr-cu ft °F °F °F ppm January - December TETD-TA1 UATD • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • •••• •••• • ••• • • • •• • • •••• • • ••.• •••• • •••• • • • • • ••• • • • •• • aarn.ah.oma building analysts ea mm horn Trane I. Room Checksums By HNGS Engineers AC -1 COOLING COIL PEAK Peaked at Time: Outside Air: Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass/Door Cond Wall Cond Partition/Door Floor Adjacent Floor Infiltration Sub Total ==> Internal Loads Lights People Misc Sub Total ==> Ceiling Load Ventilation Load Adj Air Trans Heat Dehumid. Ov Sizing Ov/Undr Sizing Exhaust Heat Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup Underflr Sup Ht Pkup Supply Air Leakage Grand Total ==> CLG SPACE PEAK Mo/Hr: 7 / 12 Mo/Hr: 7 / 11 OADB/WB/HR: 88 / 75 / 111 OADB: 86 Space Plenum Net Percent Space Percent Sens. + Lat. Sens. + Let Total Of Total Sensible Of Total Btu/h Btu/h Btu/h (%) Btu/h (%) O 0 0 0 0 0 o 0 0 0 0 0 0 4,774 4,774 8 0 0 18,129 0 18,129 32 20,179 40 4,069 0 4,069 7 3,467 7 2,028 665 2,693 5 1,902 4 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 4,786 4,786 8 1,102 2 29,013 5,439 34,452 60 26,649 53 15,466 0 15,466 27 15,466 1,400 0 1,400 2 980 6,143 0 6,143 11 6,143 23,009 0 23,009 40 22,589 Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass/Door Cond Wall Cond Partition/Door Floor Adjacent Floor Infiltration Sub Total ==> Internal Loads 31 Lights 2 People 12 Misc 45 Sub Total ==> 1,186 -1,186 0 0 949 2 O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 o a o -167 -167 0 0 0 0 0 0 o 0 0 0 0 0 0 0 53,209 4,086 57,294 100.00 50,188 Ceiling Load Ventilation Load AdJ Air Trans Heat Ov/Undr Sizing Exhaust Heat OA Preheat Diff. RA Preheat Diff. Additional Reheat System Plenum Heat Undertir Sup Ht Pkup Supply Air Leakage 100.00 Grand Total => HEATING COIL PEAK Mo/Hr: Heating Design OADB: 47 Space Peak Space Sens Btu/h 0 0 0 0 -9,047 -3,723 0 0 0 -2,324 -15,094 0 0 0 0 -841 0 0 0 -15,935 Coil Peak Tot Sens Btu/h Percent Of Total (%) 0 0.00 0 0.00 -2,355 12.48 0 0.00 -9,047 47.93 -5,058 26.80 0 0.00 0 0.00 0 0.00 -2,324 12.31 -18,784 99.52 0 0.00 0 0.00 0 0.00 0 0.00 O 0.00 0 0.00 0 0 0 0.00 118 -0.63 0 0.00 0 0.00 0 0.00 -210 1.11 0 0.00 O 0.00 -18,875 100.00 Main CIg Aux Clg Opt Vent Total Capacity ton MBh COOLING COIL SELECTION Sens Cap. Coil Airflow MBh cfm Enter DBIWB/HR Leave DBIWB/HR °F °F gr/lb °F °F gr/lb 4.8 57.3 53.4 2,250 76.7 61.0 55.3 55.0 52.1 53.3 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Total 4.8 57.3 Project Name: Dataset Name: Goldenberg Residence 14-028 Goldenberg V2.trc AREAS Gross Total Glass Floor 2,266 Part 0 Int Door 0 ExFlr 0 Roof 2,266 Wall 1,780 Ext Door 0 ft2 (%a) 0 0 482 27 0 0 TEMPERATURES Cooling Heating 55.0 76.4 76.7 68.8 76.7 68.8 76.7 68.8 0.0 0.0 0.0 0.0 0.0 0.0 SADB Ra Plenum Return Ret/OA Fn MtrTD Fn BIdTD Fn Frict AIRFLOWS Cooling Heating 2,250 2,250 2,250 2,250 2,250 2,250 0 0 a••• 0 • • 91 91 ••• 2,34 • t,341 Diffuser Terminal Main Fan Sec Fan Nom Vent AHU Vest • Infil •••• i MlnStoplRh Return Exhaust RmExh •••• Auxiliarg • Leakage Ella • Leakage Ole • • 91 • 91 2••• o •0 • 0 t••• 0 0•••• 0 • •••• ;NGINP•ERING•CKS• • • Cooling• • 1i��dting "/ OA • • • 0.0 0.0 cfmlfe • • • 0.>i9• :• :3.99 471.32' • • 474.55 25.29 -8.33 4 cfmiton ft'lton Btulhr•f No. People HEATING COIL SELECTION Capacity Coil Airflow Ent MBh cfm °F Main Htg Aux Htg Preheat Humidif Opt Vent Total -18.9 0.0 Lvg °F 2,250 68.8 76.4 0 0.0 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 -18.9 TRACE® 700 v6.3 calculated at 02:06 PM on 04/29/2015 Alternative - 1 System Checksums Report Page 1 of 2 Room Checksums By HNGS Engineers AC -2 COOLING COIL PEAK Peaked at Time: Mo/Hr: 8 / 15 Outside Air: OADB/WB/HR: 91 / 78 / 125 Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass/Door Cond Wall Cond Partition/Door Floor Adjacent Floor Infiltration Sub Total ==> Internal Loads Lights People Misc Sub Total ==> Ceiling Load Ventilation Load Adj Air Trans Heat Dehumid. Ov Sizing Ov/Undr Sizing Exhaust Heat Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup Underflr Sup Ht Pkup Supply Air Leakage Grand Total ==> Space Plenum Sens. + Lat. Sens. + Lat Btu/h Btu/h Net Total Btu/h 0 0 0 0 0 0 0 1,576 1,576 4,176 D 4,176 1,845 0 1,845 2,899 862 3,760 0 0 0 0 0 0 0 1,600 1,600 10,520 2,437 12,957 Percent Of Total (%) 0 0 9 23 10 20. 0 0 0 9 70 2,116 0 2,116 11 1,750 0 1,750 9 1,707 0 1,707 9 5,573 0 5,573 30 437 -437 0 0 0 0 0 0 0 0 0 -61 -61 0 D 0 0 0 0 0 0 16,529 1,939 18,469 0 0 0 0 0 0 0 0 0 0 0 CLG SPACE PEAK Mo/Hr: 8 / 15 OADB: 91 Space Sensible Btu/h 0 0 0 4,176 1,845 2,899 0 0 0 442 9,363 2,116 1,225 1,707 5,048 Percent Of Total (%) Envelope Loads 0 Skylite Solar 0 Skylite Cond 0 Roof Cond 28 Glass Solar 12 Glass/Door Cond 20 Wall Cond 0 Partition/Door 0 Floor 0 Adjacent Floor 3 Infiltration 63 Sub Total ==> Internal Loads 14 Lights 8 People 11 Misc 34 Sub Total ==> 437 3 Ceiling Load 0 0 Ventilation Load 0 0 Ad) Air Trans Heat OvlUndr Sizing 0 0 Exhaust Heat OA Preheat Diff. RA Preheat Diff. Additional Reheat System Plenum Heat Underflr Sup Ht Pkup Supply Air Leakage 100.00 14,847 100.00 Grand Total -> HEATING COIL PEAK Mo/Hr. Heating Design OADB: 47 Space Peak Space Sens Btu/h 0 0 0 0 -3,116 -2,284 0 0 0 -636 -6,036 0 0 0 0 -230 0 0 D -6,266 Coil Peak Tot Sens Btu/h 0 0 -644 0 -3,116 -2,982 0 0 0 -636 -7,378 0 0 0 Percent Of Total (%) 0.00 0.00 9.03 0.00 43.66 41.79 0.00 0.00 0.00 8.91 103.39 0.00 0.00 0.00 0 0.00 0 0 0 0 32 0 0 0 210 0 0 0.00 0.00 0 0.00 -0.45 0.00 0.00 0.00 -2.94 0.00 0.00 -7,136 100.00 Main Clg Aux Clg Opt Vent Total Total Capacity ton MBh 1.5 18.5 0.0 0.0 0.0 0.0 1.5 18.5 COOLING COIL SELECTION Sens Cap. Coil Airflow Enter DBIWB/HR MBh cfm °F °F gr/lb 16.8 666 77.2 61.8 58.0 0.0 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 Leave DB/WB/HR °F °F gr/lb 55.0 52.2 0.0 0.0 0.0 0.0 53.7 0.0 0.0 Project Name: Dataset Name: Goldenberg Residence 14-028 Goldenberg V2.trc AREAS Gross Total Glass Floor 620 Part 0 Int Door 0 ExFlr 0 Roof 620 Wall 930 Ext Door 0 n' (%) 0 0 166 18 0 0 TEMPERATURES Cooling Heating SADB 55.0 78.4 Ra Plenum 77.2 68.8 Return Ret/OA Fn MtrTD Fn BIdTD Fn Frict 77.2 77.2 0.0 0.0 0.0 68.8 68.8 0.0 0.0 0.0 AIRFLOWS Cooling Heating 666 666 666 666 666 666 D 0 •Q•••• 0 g••• 0 24 ••• 25 691 •691 25 • 25 fi••• 0 •%••• • 0 0 0 : ••• 0 0 •••• Diffuser Terminal Main Fan Sec Fan Nom Vent AHU Vert • • Infil • • •• MinStopj •••, Return • Exhaust RmExh •••• Auxiliary • • • . • Leakage Dwn Leakage Ups • •• •• E4IGIkEtRINGCKS • • • • Cooling Heating % •• • 0.0. ...0.0 chuff(' cfm/ton ft'/ton Btu/hr•ft' No. People 1.04• • • =.07 432.54 402.85 29.79 -11.51 5 HEATING COIL SELECTION Capacity Coil Airflow Ent MBh cfm °F Main Htg Aux Htg Preheat Humidif Opt Vent Total Lvg °F -7.1 666 68.8 78.4 0.0 0 0.0 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 -7.1 TRACE® 700 v6.3 calculated at 02:06 PM on 04/29/2015 Alternative -1 System Checksums Report Page 2 of 2 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Goldenberg Residence Builder Name: Street: 905 NE 92nd Street Permit Office: Miami Shores Village City, State, Zip: Miami Shores , FL , 33138- Permit Number: Owner: Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing Addition 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms(Bedrms In Addition) 2(1) 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 3102 Conditioned floor area below grade (ft2) 0 7. Windows(615.0 sqft.) Description Area a. U -Factor: Sgl, U=0.65 615.00 ft2 SHGC: SHGC=0.30 - b. U -Factor: N/A ft2 SHGC: c. U -Factor: N/A ft2 SHGC: d. U -Factor: N/A ft2 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.300 8. Floor Types (3102.0 sqft.) Insulation Area a. Crawlspace R=19.0 3102.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (2800.0 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=7.8 2800.00 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types (3102.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 3102.00 ft2 b. N/A R= ft2 R= 2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: Main 6 620.4 12. Cooling systems kBtu/hr Efficiency a. Central Unit 78.0 SEER:16.00 13. Heating systems kBtu/hr Efficiency a. Electric Strip Heat 44.4 COP:1.00 14. Hot water systems - Replacement equipment a. Natural Gas Tankless Cap: 1 gallons EP 0.830 b. Conservation features None 15. Credits Pstat Glass/Floor Area: 0.198 `,totElawabFkiposed Modified Loads: 60.06 PASS ,,�®�j� .... Reference Loads: 87.76 F I hereby certify that the plantandApec�tpti ereb this calculation are in compilr 'with the Florida Ener,• Code. * I F^ i1 _ ,,'p E. C PESTATE f ,�1 PREPARED BY: ♦ by ® ,_ '" e . ` �f. Review of the plans and o1IE Sign specifications covered by this +v® calculation indicates compliance tom,' ,,. `'' ��ri+ with the Florida Energy Code. • taay �` 0' y t r : Before construction is completed DATE- 04-29-15 '•00.4‘.•_0(`,0,'"� Q- - this building will be inspected for (? , ••4%.•"0131/0•* • e ,®e oPt9••••••••••C? e® s e I hereby certify that this building, 2�► bi r lq�iliance with the Florida Energy Code. i"Iiii.ii0 OWNER/AGENT• compliance with Section 553.908 Florida Statutes. %; OD ^ ' BUILDING OFFICIAL* DATE• DATE. •• ••• • • • • • •• • • • - Compliance requires completion of a Floritle AiF Btirrier'an&lnsiilaiion•Inspection Checklist 4/29/2015 1:39 PM • ••• • • • • • • • • • • • • • • • • ••• • • • • • •• • •• • • • •• • • • • • • •.. • • • ••• • ••• • • • • ••• • • EnergyGauQe® ISA - rlathsr010►Seclion 406.4.1 Compliant Software • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Page 1 of 5 PROJECT Title: Goldenberg Residence Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 3102 Lot # Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 905 NE 92nd Street Permit Office: Miami Shores Village Cross Ventilation: County: Miami Jurisdiction: 232600 Whole House Fan: City, State, Zip: Miami Shores , Family Type: Single-family FL , 33138- New/Existing: Addition Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTLAP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 3102 24816 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiIID Finished Cooled Heated 1 Main 3102 24816 Yes 4 2 1 Yes Yes Yes FLOORS V# Floor Type Space Exposed PeriWall Ins. R -Value Area Floor Joist R -Value Tile Wood Carpet 1 Crawlspace Main 278 ft 0 3102 ft2 19 0 1 0 ROOF / Roof Gable Roof Solar SA Emitt Emit Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 3360 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 3102 ft2 N N CEILING V# Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented)460 Main 30 ft2 0.11 •3102 Wood • - 09 - - - 4/29/2015 1:39 PM • • • • • I. ••• O. • • • •• • ••• • • • • • • • • • • • • • • • • ••• • • • • • IS • •• • • • •• • • • • • • ••• • • • ••• • 000 • • • • • . • • • • • • • • • • • EnergyGaug`e® I=S4- F;Ia1; 010•Secporr4c .4.1 Compliant Software • • • • • • • • • • • • ••• • • • ••• • • Page 2 of 5 4/29/2015 1:39 PM • • •• U.S • • it • • •• • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • ••• • • • • • •• • •• • • • Si • • • • • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • EnergyGauge® ISSa- F' �af;aZ010;Secton,40'�.4.1 Compliant Software • •• •• • • • •• •• ••• • • • ••• • • Page 3 of 5 WALLS VAdjacent S Cavity Width Height Sheathing Framing Solar # C)mt Tn Wall Tyre ace R p -Valla Ft In Ft In Area R-Valiia Frartinn Ahcnr Below C;rade°/ 1 N Exterior Concrete Block - Int Insul Main 7.8000 40 10 400.0 ft2 0 0.75 Block - Int Insul Main 7.8000 36.5 10 365.0 ft2 0 0.75 Block - Int Insul Main 7.8000 57 10 570.0 ft2 0 0.75 Block - Int Insul Main 7.8000 57 10 570.0 ft2 0 0.75 Block - Int Insul Main 7.8000 57 10 570.0 ft2 0 0.75 Block - Int Insul Main 7.8000 32.5 10 325.0 ft2 0 0.75 0 0 0 0 0 0 2 S Exterior Concrete 3 W Exterior Concrete _ 4 N Exterior Concrete 5 E Exterior Concrete 6 S Exterior Concrete WINDOWS Orientation shown is the entered, Proposed orientation. / Wall V # Omt ID Frame Panes Overhang NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Low -E Single Low -E Single Low -E Single Low -E Single Low -E Single Low -E Single Low -E Single Low -E Single Low -E Single Low -E Single Low -E Single Low -E Single Yes 0.65 0.3 64.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Yes 0.65 0.3 24.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Yes 0.65 0.3 18.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Yes 0.65 0.3 36.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Yes 0.65 0.3 136.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Yes 0.65 0.3 36.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Yes 0.65 0.3 35.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Yes 0.65 0.3 136.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Yes 0.65 0.3 36.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Yes 0.65 0.3 6.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Yes 0.65 0.3 64.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds Yes 0.65 0.3 24.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None None None None None None None None None None None None 2 S 2 Metal 3 W 3 Metal 4 W 3 Metal 5 N 4 Metal 6 N 4 Metal 7 N 4 Metal 8 E 5 Metal ' 9 E 5 Metal 10 E 5 Metal 11 S 6 Metal 12 S 6 Metal INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess .0005 4068.3 223.34 420.03 .345 9.8363 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 A Electric Strip Heat None COP: 1 24.6 kBtu/hr 1 None COP: 1 19.8 kBtu/hr 1 sys#1 sys#1 1 B Electric Strip Heat COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 A Central Unit Split SEER: 16 60 kBtu/hr 2000 cfm 0.75 1 Split SEER: 16 18 kBtu/hr 600 cfm 0.75 1 sys#1 sys#1 1 B Central Unit 4/29/2015 1:39 PM • • •• U.S • • it • • •• • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • ••• • • • • • •• • •• • • • Si • • • • • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • EnergyGauge® ISSa- F' �af;aZ010;Secton,40'�.4.1 Compliant Software • •• •• • • • •• •• ••• • • • ••• • • Page 3 of 5 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.83 1 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / — Supply — — Retum — Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 620.4 ft Attic 155.1 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable CoolingJan Heatin Ventin Thermostat: X Jan Jan Y Feb XJ Feb Feb Mar f X)j Mar [X] Mar Ceiling Apr Apr X A r Fans: MayJun f Ma11 Jun [ Ma Jun Jul Aug 4 Jul rl AuSe [ Jul Aug SepOct ' SepX Oct Oct Nov XJ Nov XJ Nov Dec X Dec Dec - Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 • Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 0 1 - Electric Strip Heat 0% 1 - Central Unit 4/29/2015 1:39 PM •• ••• • • •• • • •• • • • • • • •• ••• •• • • • •• • • • ••• • • • • • •• • • •• ••• • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • ••• • elle • • • • ells • • • • • • • • • • EnergyGau ®1 S4- tales:010:SecQor644.4.1 Compliant Software • •• •• • • • •• J• ••• • • • ••• • • Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 905 NE 92nd Street Miami Shores, FL, 33138 - PERMIT #: MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. X Thermostat & controls 403.1 At least one thermostat shall be provided for each separate heating and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. X Ducts 403.2.2 403.3.3 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. Building framing cavities shall not be used as supply ducts. X X Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical ventilation 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. X Swimming Pools & Spas 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating equipment 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.ar Equ• rtaerit sfTieietc• ventication required. Special occasion coollnq on atirig japaats:requires separate system or variable capacity ayterrr.Eleetric.heat."lOkW must be divided into two or more stages. X Ceilings/knee walls 405.2.1 R-19 spa8s p'e'rrhittin'. •' • •' • •' • • • •• • • • • • X 4/29/2015 1:39 PM • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • EnergyGauge® USA - f•IaR�s2e10•Se�tion 406.4.1•Cvmpliant Software • • • • • • • • • • • • ••• • • • ••• • • Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 68 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** Description a. U -Factor: Sgl, U=0.65 SHGC: SHGC=0.30 b. U -Factor: N/A SHGC: c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Crawlspace b. N/A c. N/A 905 NE 92nd Street, Miami Shores, FL, 33138 - Addition Single-family 1 2(1) No 3102 Insulation R=19.0 R= R= Area 615.00 ft2 ft2 ft2 ft2 2.000 ft. 0.300 Area 3102.00 ft2 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat Insulation Area R=7.8 2800.00 ft2 R= R= R= ft2 Insulation Area R=30.0 3102.00 ft2 R= ft2 R= ft2 R ft2 6 620.4 ft2 ft2 kBtu/hr Efficiency 78.0 SEER:16.00 kBtu/hr Efficiency 44.4 COP:1.00 14. Hot water systems - Replacement equipment a. Natural Gas b. Conservation features None 15. Credits 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: Cap: 1 gallons EF: 0.83 Pstat *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnerpyGauige Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at elgergygauge.00nwt®r iiforn etion and a list of certified Raters. For information about the Florida Building Code, Energy Cor�servation,on tact the Florida Building Commission's support staff. •• ••• •• • • • •• **Label required by Section 303.1.3 of the Florida Qi.ij ling code, energy conservation, if not DEFAULT. • • • •• • • • • • • ••• • • • • • •• •• • •• • • • ••• • • • • •• •• EnergyGauge® USA 9 FlaRes2010 Sebtior?405.4.1'e mpli9nt Software ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Building Input Summary Report PROJECT Title: Goldenberg Residence Bedrooms: 2 Address Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner: Conditioned Area: 3102 sq.ft. Block/SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 905 NE 92nd Street Permit Office: Miami Shores Village Rotate Angle: 0 County: Miami Jurisdiction: 232600 Cross Ventilation: City, State, Zip: Miami Shores , Family Type: Single-family Whole House Fan: FL , 33138- New/Existing: Addition Terrain: Suburban Year Construct: Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh Florida Average 0 0.1151 Natural Gas Therm Florida Average 0 1.82 Fuel Oil Gallon Florida Default 0 1.1 Propane Gallon Florida Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 Block1 3102 24816 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated • • • • • • • • • • • • 1 Main 3102 24816 • Yes • • • •4 • • • 2 Yes Yes Yes • • • ••• •X -'ORS•• :: ••• # Floor Type Space Exposed Pen Wall Ins. R -Value Area Floor Joist R -Value Tile Wood Carpet 1 Crawlspace Main •• •• 2%1 �t • .6. • • $1 c. 2•ftW 19 0 1 0 • • ••• • • • • • 4/29/2015 1:41 PM • •• • • • • • • ••• • • • ••• • EnergyGauge® / USRFSB v3.1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Page 1 of 5 Building Input Summary Report 4/29/2015 1:41 PM • • •• • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • ••• • • • • • •• • •• • • • •• • • • • • • ••• • • • ••• • EnergyGauge® / USRFSB v3.1 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • Page 2 of 5 ROOF # Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 3360 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 3102 ft2 N N CEILING # Ceiling Type Space R -Value Area Framing Fraction Truss Type 1 Under Attic () Main 30 3102 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. # AdJ'acent Cavity WidthHeight Sheathing Framing Solar Below Omt To Wall Type Space R -Value Ft In Ft In Area R -Value Fraction Absor. Grade% ' 1 2 3 4 5 6 N Exterior Concrete Block - Int Insul Main 7.8000 40 10 400.0 ft2 0 0.75 0 S Exterior Concrete Block - Int Insul Main 7.8000 36.5 10 365.0 ft2 0 0.75 0 W Exterior Concrete Block - Int Insul Main 7.8000 57 10 570.0 ft2 0 0.75 0 N Exterior Concrete Block - Int Insul Main 7.8000 57 10 570.0 ft2 0 0.75 0 E Exterior Concrete Block - Int Insul Main 7.8000 57 10 570.0 ft2 0 0.75 0 S Exterior Concrete Block - Int Insul Main 7.8000 32.5 10 325.0 ft2 0 0.75 0 WINDOWS # Wall Overhang Omt ID Frame Panes NFRC U -Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 2 3 4 5 6 7 8 9 10 11 12 N 1 Metal Low -E Single Yes 0.65 0.3 N 64.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None S 2 Metal Low -E Single Yes 0.65 0.3 N 24.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None W 3 Metal Low -E Single Yes 0.65 0.3 N 18.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None W 3 Metal Low -E Single Yes 0.65 0.3 N 36.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None N 4 Metal Low -E Single Yes 0.65 0.3 N 136.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None N 4 Metal Low -E Single Yes 0.65 0.3 N 36.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None N 4 Metal Low -E Single Yes 0.65 0.3 N 35.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None E 5 Metal Low -E Single Yes 0.65 0.3 N 136.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None E 5 Metal Low -E Single Yes 0.65 0.3 N 36.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None E 5 Metal Low -E Single Yes 0.65 0.3 N 6.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None S 6 Metal Low -E Single Yes 0.65 0.3 N 64.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None S 6 Metal Low -E Single Yes 0.65 0.3 N 24.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 4/29/2015 1:41 PM • • •• • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • ••• • • • • • •• • •• • • • •• • • • • • • ••• • • • ••• • EnergyGauge® / USRFSB v3.1 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • Page 2 of 5 Building Input Summary Report INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 Space(s) 1 Wholehouse Best Guess .0005 4068.3 223.34 420.03 .345 9.8363 All MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 ft2 0 ft 0.3 Main HEATING SYSTEM # System Type Subtype Efficiency Capacity Geothermal HeatPump--- Ducts Block Entry Power Volt. Curr 1 A Electric Strip Heat None COP:1 24.6 kBtu/hr sys#1 1 1 B Electric Strip Heat None COP:1 19.8 kBtu/hr sys#1 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block , 1 A Central Unit Split SEER:16 60 kBtu/hr 2000 cfm 0.75 sys#1 1 1 B Central Unit Split SEER:16 18 kBtu/hr 600 cfm 0.75 sys#1 1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Credits 1 Natural Gas Tankless Exterior 0.83 1 gal 50 gal 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U -Value Surf Area Exch Eff Pumped Energy DUCTS DUCT Supply -- — Return -- Air CFM 25 CFM25 HVAC # # Location R -Value Area Location Area Number Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 620.4 ft2 Attic 155.1 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Venting Thermostat: X Jan Y xi Feb X Mar Cei X Apr ing Fans: N n t 1 kiirlz May l� Jun t� Jul t 1 Aug t 1 Sep X Oct[X Nov8gtt Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 PM 80 80 78 •• Cooling (WEH) AM 78 78 78 : PM 78 78 78 • • Heating (WD) AM 66 66 66 '• PM 68 68 68 Heating (WEH) AM 66 66 66 PM 68 68 61'. ' 78 78 78 78 78 80 80 80 80 78 78 78 78 78 78 78 78 78 ••• • • • • • •• 78 : '. : : 'j8:: 78 78 78 78 78 78 78. • • 778 • • 11& • • 78 78 78 78 78 78 615' '66 • 68 ' •• 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 66 •68 •g6$ 68 68 68 68 68 6 T 68 2't 68 t'. I f 68 68 68 66 66 4/29/2015 1:41 PM •• • •• • • • •• • • • • • • ••• • • • ••• • EnergyGauge® / USRFSB v3.1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Page 3 of 5 Building Input Summary Report APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.046 0.046 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 % Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 % Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 2937 kWh/Yr Peak Value: 959 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 % Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 6351 kWh/Yr Peak Value: 1165 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 % Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 % Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 % Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 106 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 % Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts MECHANICAL VENTILATION Type Supply CFM Exhaust CFM HRV Fan Run Time Heating System Cooling System None 0 0 0 OW 0% 1 - Electric Strip Heat 1 - Central Unit CLOTHES WASHERS ID Type Screen Location Capacity Make Model Schedule LoadsPerYr 1 1 Main Default New Main 2.847 HERS201 (invalid) CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr •• ••• • • • • • •• 1 Dryers Default New Main ; ; .. rieMitY: 4/29/2015 1:41 PM •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • ••• • • • • • •• • •• • • • •• • • • • • • ••• • • • ••• • EnergyGauge€ / USRFSB v3.1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Page 4 of 5 Building Input Summary Report 4/29/2015 1:41 PM • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • •• • • • • • • ••• • • • ••• • EnergyGauge® / USRFSB v3.1 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • •• •• • • • •• •• ••• • • • ••• • • Page 5 of 5 DISHWASHERS ID Type Screen Location Capacity Vintage Make Model Schedule kWhPerYr 1 Dishwash Default New Main 12 2004 or N HERS201 372 RANGE OVEN ID Type Screen Location Type Fueltype Make Model Cooktop Oven 1 Ranges Default New Main CooktopOven C Electric Electric FI Not Cony MISC ELECTRICAL LOADS ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS201 1 4/29/2015 1:41 PM • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • •• • • • • • • ••• • • • ••• • EnergyGauge® / USRFSB v3.1 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • •• •• • • • •• •• ••• • • • ••• • • Page 5 of 5 G2 Consulting Group,Inc. JOAQUIN MONTESINO, RE 9725 SW 4 th TERR., Miami, Florida 33174 PH (786)2940032, Fax (786)2940032 Lic # 69969,CA 25882 BY: JM DATE:4/30/15 SUBJECT:Goldenberg Res SHEET 1 OF18 CHECK BY:JM DATE4/30/15 Miami Shores , Florida CALCULATION TITLE SHEET Job Name : ADDITION & INTERIOR REMODELING Client : Mr. GOLDENBERG 905 NE 92 nd STREET MIAMI SHORES, FL 33138 Job Type : RESIDENTIAL Building Code :.F.B.C.-2010-Edition Building Dept : Miami Shores The undersigned hereby certifies that the enclosed structural calculations were prepared either by myself or under my direct supetjsigp. Forth coiputer runs• if any, input was prepared and: the output Ain aialxie6 end interpreted in the same t t t i i 1 i 1 t t manger prier *preparation. ill le construction documepth& MONr �1'0 Ther�re.. araepi . ¶rpres iopal• responsibility for�,�}% , s I . i , FS'/A ie �. interpretation of any computer outputs. ....' GENS . '. o • • • • • • • • No. 69969 y • • • • • • • • • • • • • • • • • • • • • s go go •• • •• • • �� r� •i• • • • ••• • - - •CC • • • • • • • • • • • • •• •• • • 0%#5:0,<%..' ,Fl OR\VP• �''&. ,F8.�•• • •••••• •• • • • • 9 • • • • • • •• g2 consulting group,inc joaquin montesino, p.e 9725 sw 4 terr miami fl 33174 lic # 69969 CA 25882 WIND LOADS PER ASCE7-10 EXPOSURE :C Roof angle: (7Deg.) < 0 < = (27 deg ) Roof angle: ski := 4 0 := atan(slope) 12 V;= 175 mph Importance Factor I := 1.00 Topographic Factor Kzt := 1.0 Velocity pressure Exposure Kz := if (h < 15ft), Mean hight h := 15ft 2 15 2.01 g , g 2.01 Wind Directionality Factor Kd := 1.0 Basic Velocity Pressure qh := [0.00256•Kz•Kzt•Kd•(V)2•Il.psf qh = 66.55•psf 2 ih�a ft S/ Job:GOLDERBERG Sheet No: V of Calc. by: JM Date:1210/14 Checked by :JM Date:12/10/14 0 = 18.435 -deg •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • ••• • • • • • •• • •• • • • •• • • • • • • ••• • • • ••• • ••• • • • • ••• • • • J • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 800 • • • 000 • • Kz=0.85 c.2 consulting group,inc joaquin montesino, p.e 9725 sw 4 terr miami fl 33174 lic # 69969 CA 25882 "Wood jack trusses" zone : 1 Negative and without overhang ( Aj := (8ft)2 Gcp:= 3 0.5 if Aj <_ 10ft2 Aj = 21.333 ft2 [-1.0+ 0.100.1og A� if 10ft2 <- Aj <- 100ft2 ft2 0.3 if Aj > 100ft2 Gcp = -0.867 Plj := [qh.[Gcp - (-Gcpi)] + IOpsf]•0.6 zone2 : Negative without overhang -1.7 if Aj <_ 10ft2 -2.200 + 0.50•log — Aj ft2 -1.2 if Aj > 100ft2 Gcp = -1.535 Job:GOLDERBERG Sheet No: 3 of Calc. by: JM Date:1210/14 Checked by :JM Date:12/10/14 Gcpi:= -0.18 Plj =-35.812•psf (net wind pressure) if 10ft2 5 Aj <_ 100ft2 P2j := [gh•[Gcp - (-Gcpi)] + lOpsf]•0.6 zone3 : Negative without overhang Gam= •• .•• • • • - 2.6 if Aj <_ 10ft • • . • • • . • 2 -3.200 + 0.60.1og J if10ft<_ Aj <- 100ft n2 ••• • • • 2• • - 2 if Aj > 100ft •; ; . •.• • Gni :_ -0.18 P2j = -62.501 . psf (net wind pressure) ,ggiv:= -0.18 • • •. • • • • • ••• • • ••• • • • • • • • • • •• • ••• • • • • • • • • • • ••• • • ••• • • • • • • • • • • • • • • • • •.• • ••• • • • • • • • • • • • • • •• •• act consulting group,inc joaquin montesino, p.e 9725 sw 4 terr miami fl 33174 lic # 69969 CA 25882 Gcp = —2.403 P3j := [gh•[Gcp — (—Gcpi)] + 10psf].0.6 zone2 : Negative with overhang 901:= MIME for all : Aj P21:= [gh•[Gcp — (—Gcpi)] + 1Opsf].0.6 zone3 : Negative with overhang Gni :_ —0.18 _ —3.7 if Aj <— 10ft2 —4.9 + 1.2.1og Aj if 10ft2 <— Aj <— 100ft2 ft2 —2.5 if Aj > 100ft2 Gcp = —3.305 au. [gh•[Gcp — (—Gcpi)] + 1Opsf]•0.6 .• •.• • • • • •. Job:GOLDRBERG Sheet No: of Calc. by: JM Date:1210/14 Checked by :JM Date:12/10/14 P3j =—97.126.psf (net wind pressure) P2j =—89.037•psf (net wind pressure) P3j =—133.166•psf (net wind pressure) • • • •• • • • • S. ••• •• • • • •• • ••• • • • • • ••• • • • • • • • ••• • S. ••. • • • • • • • •.• • • • • • •• • •• • • • • ••• • • • • • • • ••• S. • • • ••. • •• • • • • • • • • • • •• • • • • • • .. • • • • • • • • • S. •• t2 consulting group,inc joaquin montesino, p.e 9725 sw 4 terr miami fl 33174 lic # 69969 CA 25882 Trusses & Girders over 17.3 ft long. Ag := 100ft2 Gam:= -0.18 zone : 1 Negative and without overhang 95 1:= -0.18 _ 0.5 if Ag <- 10ft2 -1.0 + 0.100.1o)) g Ag if 10ft2 <- Ag <_ 100ft2 ft2 0.3 if Ag > 100ft2 Gcp = -0.8 Plg:= [gh•[Gcp - (-Gcpi)] + lOpsf].0.6 zone2 : Negative without overhang _ -1.7 if Ag <- 10ft2 -2.200 + 0.50•1og A ft2 -1.2 if Ag > 100ft2 Gcp = -1.2 Job:GOLDRBERG Sheet No: d of Calc. by: JM Date:1210/14 Checked by :JM Date:12/10/14 Plg =-33.133•psf (net wind pressure) if 10ft2 <_ Ag <_ 100ft2 P2g := [qh• [Gcp - (-Gcpi)] + l Opsf] .0.6 Gci :_ -0.18 P2g =-49.105•psf (net wind pressure) .. ... • • • • . .. . zone3 : Negative without overhang. .. .',° i :w -4:8 •. . . . .. ... .. . . . ... ... . . . . ... • • . . ... . • . . . . . • .. ... . . • . . . • . • ... • . • • . . . •. • . . . • .. . . • .. .. • . ... . . g2 consulting group,inc joaquin montesino, p.e 9725 sw 4 terr miami fl 33174 lic # 69969 CA 25882 —2.6 if Ag <_ 10ft2 —3.200 + 0.60.1og Ag ft2 —2 if Ag > 100ft2 Gcp = —2 if 10ft2 <_ Aj <_ 100ft2 P3g := [qh• [Gcp — (—Gcpi)] + l Opsf] .0.6 P3g = —81.051 •psf (net wind pressure) zone2 : Negative with overhang iti,:=-0.18 MEM for all : Ag P,•= [qh.[Gcp — (—Gcpi)] + lOpsf].0.6 zone3 : Negative with overhang NGsrdpm:= —3.7 if Ag <— 10ft2 , ,:_ —0.18 —4.9 + 1.2.1og AA if 10ft2 <_ Ag <_ 100ft2 ft2 —2.5 if Ag > 100ft2 Gcp = —3.305 • • •• ••• • • Job:GOLDERBERG Sheet No: % of Calc. by: JM Date:1210/14 Checked by :JM Date:12/10/14 P2g =—89.037.psf (net wind pressure) • • • •• • • • • Paw= [gh•[Gcp — (—Gcpi)] + 10psf'J O.b•• • ••• • • • • • •• • ••• ••• • • • • • P3g=•—P33.t66•psf (net wind pressure) • • • • ••• • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • .• • • • ••• • • • • • • • • • • • • • •• • • •• • • • • • • .• • • • • • • •• • 92 consulting group,inc joaquin montesino, p.e 9725 sw 4 terr miami fl 33174 lic # 69969 CA 25882 Wall Pressure for building h<60ft Negative :zone4 2 A :_ (7.17ft) A = 17.136 ft2 3 GcP4 := —1.2766 + 0.1766.1og A ft2 p4 := qh.[Gcp4 — (—Gcpi)10.6 Negative : zone5 GcP5 := —1.7532 + 0.3532.1og A ft2 p5 := gh•[Gcp5 — (—Gcpi)10.6 positive :zone4 & zone5 2 Ate := (7.13$) A= 17.136 ft2 GcP4 5 := 1.1766 — 0.1766.1og A ft2 134.5 gh•[Gcp45 + (—Gcpi)1.0.6 Second floor Gcp4 = —1.059 134 =—49.463•psf Gcp5 = —1.317 Ps =—59.793•psf Gcp4 5 = 0.959 p4.5 = 45.47.psf S. ••• • • • • •• • • • • • .• • • .• ••• •• • •.. •• . • •• . •• • . •• ••• • • . • .. • • • • •.• • • • . . • • •.. • • • • • •• • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • . • • • •• • • • . • •.. • • • • • • • .• • Job:GOLDERBERG Sheet No:of Calc. by: JM Da e:1210/14 Checked by :JM Date:12/10/14 h := 7.17ft g2 consulting group,inc joaquin montesino, p.e 9725 sw 4 terr miami fl 33174 lic # 69969 CA 25882 Door Pressures for building h<60ft Negative :zone4 A := 21112 av:= —1.2766 + 0.1766.1og — A ft2 = gh•[Gcp4 — (—Gcpi)}0.6 Negative : zone5 90A:= —1.7532 + 0.3532.1og A ft2 g= gh•[GcP5 — (—Gcpi)]•0.6 positive :zone4 & zone5 A:= 21ft2 1.1766 — 0.1766•log A ft 2 = gh•[Gcp45 + (—Gcpi)10.6 • GcP4 = —1.043 p4 =—48.84•psf Gcp5 = —1.286 ps =—58.547.psf Gcp4 5 = 0.943 p4.s = 44.847•psf S. ••• • • • • • • .• • • • S. ... •• • • • •• • •.. • • • • • • . • • •• ••. • • • • . •.• . • • . . • • • . • • • • • •• •• • • • • • •.. • ••• • • • • ••• • • • • • • • • • . • ••. • • • • • • • • • • • • .. .• • •• • • •• • • •.• • ••. Job:GOLDERBERG Sheet No: of Calc. by: JM Date:1210/14 Checked by :JM Date:12/10/14 g12 consulting group,inc joaquin montesino, p.e • 9725 sw 4 terr miami fl 33174 lic # 69969 CA 25882 window Pressures for building h<60ft Negative :zone4 A := 10ft2 nNv' G94:= := —1.2766 + 0.1766.1og —AA ft2 ft:= gh-[Gcp4 — (—Gcpi)10.6 Negative : zone5 G —1.7532 + 0.3532.1og A ft2 rpx= gh-[GcP5 — (—Gcpi)]-0.6 positive :zone4 & zone5 A := l Oft2 1.1766 — 0.1766.1og A ft2 = qh-[Gcp4 5 + (—Gcpi)10.6 • Gcp4 = —1.1 p4 = —51.112.psf Gcp5 = —1.4 p5 =—63.092•psf Gcp4.5 = 1 P4.5 = 47.119-psf .. ... • • • • • • • • • • .• ••• •• • ••. •• • • • • • •• • ••• ••• • • • ▪ • •• • • • ▪ • ••• • • • •.. • • •• . • • • • • •. • • • •• • •• •.. •• • • . . • • • • •.. •• • . • • • • • • • • • • S. • • • I. • •. • •.. • • • • • •• I. • •• • Job:GOLDERBERG Sheet No: 4 of Calc. by: JM Date:1210/14 Checked by :JM Date:12/10/14 g2 consulting group, inc Joaquin Montesino p.e 9725 sw 4 terr miami fl 33174 ph/fax:786-2940032 Iic:69969 Job:Golderberg Sheet #: ! _ of Calc by:jm_Date:_12%814 Check by:jm Date: 12/8/14 COMBINED AXIAL LOAD & BENDING COMPRESSION FOR MASONRY WALL: VERTICAL LOADS : DEAD LOADS: DL := 23781bf LIVE LOADS: LL := Olbf DATA : TRY " fc-"1 @ jambs TRY 1#5 WIND VELOCITY : 175MPH EXP :C ASCE? – 10 h := 7.17ft ZONES : pw, := 59.8psf Maximun Calculated Axial Loads : P := DL + LL P = 2378 • lbf Calculated Axial Stress: fa.:= — P An fa = 40.901 • psi An := 7.625in • 7.625in • 11 An = 58.141•in2 The Allowable Compression Stress is: fm := 1500psi h := 7.17ft r = 2.2in Fa:=.25•fm• Fa = 345.736 • psi h 2 1 140•r)_ Check Compressive Stress in Masonry fb_ Mw•2 b•d2•j •k • • • • • • • • • •• ••• •• • • • •• •• ••• • • • • • •• • ••• • • • • • ••• • • • • • • • •• • • •• ••• • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • • • •• g2 consulting group, inc Joaquin Montesino p.e 9725 sw 4 terr miami fl 33174 ph/fax:786-2940032 Iic:69969 Job:Golderberg Sheet #: j( of Calc by:jm_Date:_12%814 Check by:jm Date: 12/8/14 I := 8in 1:= 24in Lam= 6ft Ac := I• d + 2f9 • t As := .31in2 :=As pAc p=6.816x 10 3 Es n := — Em n = 21.5 p•n=0.146 Mw := 1 • w • h2 8 Ac = 45.48 • in2 1 bar #5 Mw=1.153x 103•lbf•ft k:=42•n• p+(n• p)2—n• p k = 0.414 k j:=1-3 j = 0.862 Mw•2 fb ._ b•d2•j•k fb = 266.95 • psi • b := I + S 2 tfs := 1.25in d := 3.81in Es := 29000 • ksi Em := 900 • fm L w:=Pw• 2 w = 179.4 • plf •• ••• • • • • • •• •• • • • • • ••1 ••. •• • • • •• Fb: — • fm 3 F 501 • psi:•• • ••• • •• OO • • • ••• • •• • ••• • •• • • • •• • • • • • • •• •• ••. • • • • • S. • • • • - -i� •= 0.652 Pe • Fb •• •••. •• •• • • • • • •.• • • • • • • • • • • • • •• •• • ••• • • g2 consulting group, inc Joaquin Montesino p.e 9725 sw 4 terr miami fl 33174 ph/fax:786-2940032 Iic:69969 Job:Golderberg Sheet #: f hof Calc by:jm_Date:_12%814 Check by:jm Date: 12/8/14 CHECK := ifi I fa + fbI < 1, "ok" , "not good" Fa Fb CHECK = "ok" check tension on reinf. for fc-10 iambs w = 179.4• lbf ft ^MN:=I—I•w h2 8 As' := .312in Mw j •d - Fs• 1.33 aC= if (As <_ As', "ok" , "not good" ) CHECK = "ok" NOTE : USE 1#5 VERT. Fs := 24ksi As = 0.132 • in2 . < As' ok! ••0 00. . . • • • •• • • • •• • •. 0414, S. • • • •• • • • •.• •• • • • • .. • • •• •0• • • •• .0. • • ••. • • • • •••• • • • • •• • • • • • .• • ... • • • • 0410 • • • . • • • • • • • • • • 0.• • • • 0 • • • • • • • • • • 00 00 • • • •• 00 0041 • • • 008 • • 4G2 Consulting Group, Inc. JOAQUIN MONTESINO P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 69969, CA 25882 JobGoldenberg Sheet No: (3 of Calc by:JM Date:11/29/14 Checked by:JM Date:11/29/14 COMBINED AXIAL LOAD & BENDING COMPRESSION FOR MASONRY WALL: VERTICAL LOADS : DEAD LOADS: DL := 9501bf LIVE LOADS: LL := Olbf Maximun Calculated Axial Loads : P := DL + LL P = 950.1bf Calculated Axial Stress: fa := P An fa = 31.667 -psi An := 2.1.25in• 12in An = 30•in2 The Allowable Compression Stress is: fm := 1500psi h := 7.17ft r := 2.66in ( h Fa :_ .25•fm• 1140•r)2— Fa = 354.982 -psi ASCE7 – 10 ZONE4 :P=-49.5psf 8"cmu TRY : MASONRY WALL PARTIALLY GROUTED # 5 @48" Check Compressive Stress irtl Masonry • • • • •. • • fb = Mw -2 b := 481 • • • b•d2•j •k • • •• • • • •• d: 3.81Ln' • • • •▪ •• • • •• • • •• • • • ••• • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • •• • • • • • ••• • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• • ••• • • +G2 Consulting Group, Inc. JOAQUIN MONTESINO P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 69969, CA 25882 Concrete Block: Block width: Proposed spacing: Height of Wall: :=As pAc p=3.978x 10-3 Es n:= — Em n = 21.481 p•n = 0.085 Mw := 1 •w•12 8 Mw = 1272• lbf • ft web thickness: Shell thickness: Block cell width: Spacing := 48ifi h := 9.33ft k:= 42'n'p + (n'p)2 - n•p k=0.337 k j:=1-3 hblock 7.625in tweb = lin tft := 1.25in bcell 8h1- 2•tweb NoRCell:=1 Job:Goldenberg Sheet No: ty of Calc by:JM Da e:11/29/14 Checked by:JM Date:11/29/14 boll = 6 -in Ac := [SP g)' fs I\ acro t ] + Cr fs hblock t J • (bcett + tweb )1No_R_ Cell 2 Ac = 77.937•in2 As :_ .31in2 Es := 29000000psi Em := 900•fm Pte:= 49.5psf w:= Spacing•P w= 198•plf= 7.17ft .• ••• • • • • • •• • • . • •• • • • •• ••• •• • • • •• • • 1 • .'. . • •. fib,:= 3/ f es • •• • •.• . • • ••• ••• •• • • ••• • • • • • •• • • • •• • • ••• • •• • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • G2 Consulting Group, Inc. JOAQUIN MONTESINO P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 69969, CA 25882 j = 0.888 Mw -2 fb .— b•d2•j •k fb = 146.627 -psi fb = 0.293 Fb CHECK BARS TENSION 1 2 MW := 8 wl•1 MK,=318•lbf•ft M, AS' j d FS SPACING OF BARS SC _ As Job:G denberg Sheet No: I . of Calc by:JM Da e:11/29/14 Checked by:JM Date:11/29/14 Fb = 500 -psi fa + fb))=0.382 1 <1.0 Fa Fb fb Check := ifLl fa + > 1.0, "NO GOOD" , "OK"J Fa Fb Check = "OK" w1 := 49.5psf 2 A5, = 0.047• ft S = 79.113•in 7.17ft AA/ Zone 4 :Used # 5 @ 48" F3 := 24ksi dam:= 3.81 in As := .31in2 •• ••• • • • • • •• •• • • • • •• ••• •• • • • •• • ••• •• • • • • ••• • •• ••• • • ••• • • •• •••• ••••• •• •• •• • • • ••• ••• • • ••• • • ••• • • • • ••• • • • • •• •• •• • • •• • •• •• •••• •• •• •• • •• • • •• • •• • • • • • • • • • • • • • • • • ••• • • • ••• • • • G2 Consulting Group, Inc. ✓ Joaquin Montesino P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 69969, CA 25882 Phone/Fax: (786) 294-0032 Design steel plate for the existing tie.bm Data : bc:= 8in 1 t:= 4in lbf w := 1180 ft 1 X/:= 2•w•L1.1.15 1 M:= — .w.L2 1 8 h� := 12in fc := 3000psi h := l0in L� := 9.5ft Fy := 36ksi Actual max shear force Actual max Bending Moment 1a. Calculate Shear Stress on plate Api := t•h Steel plate area V•1.5 f,, := App .2 FV := 0.4•Fy AP1 = 2.5•in2 Max actual shear stress Allowable steel shear stress Check1 := if(fv S F,,, "good" , "nogood") Check1 = "good" 1.b Check bendindg strees on steel pl t•h2 R:_ 6 M fbS2 Fb := 0.6•Fy Steel plate modulus of section Job:of ber Res 9 9 Sheet No: lb of Calc. by:jm_Date:3/30/15 Check by :jm Date:3/300/15 Concrete properites Steel plate properties Spans of beam V = 6.446•kip M = 13.312•kip•ft f„=2•ksi F„ = 14.4•ksi Max actual bending stress fb = 19.17•ksi Allowable bending stress Fb = 21.6 •ksi Check2 := if(fb S Fb , "good" , " no gooe • • • 6 • • • • • • • Check2 = "good" • • S. ••• •• • • • •. • ••• •• • • • . ..• • ••• ••• • • . • .. ••• • • • ••• • • • . • • • .• •• • • • ••• • .• • .•• •• • • ••• • • •• • •• •• • • •. • •. •• •••• •• •• •• • • . •• • •• • • • •• • • •••• •• • • •. •• ••. •• ••. • • • .• ••• • • G2 Consulting Group, Inc. r Joaquin Montesino P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 69969, CA 25882 Phone/Fax: (786) 294-0032 2. Check thru mb bolts in dbl shear 5/8" diam. A307 F,,.8 := lOksi Allowable shear stess for MB D=5/8" Using : n := 2 bolts Vds := Fv.s•Ab•2•n Check3 := if (V <_ Vds, "good" , "nogood") Check3 = "good" Job: goldenbergRes Sheet No: (., of Calc. by:jm_ a e:3/30/15 Check by :Jm Date:3/300/15 Ab := 0.3in2 Area of bolt 3 Check bearing capacity of a bolt on plate Fbeanng := 0.9•FAllowable Bearing of steel Fbeeing = 32.4•ksi Abeanng := t•0.625in•n•2 (bearing V Abearing steel area for bearing (bearing = 10.313•ksi Check4 := if(fbearing < Fbearing , "good" , "nogood") Check4 = "good" 4. Check bearing capacity of bolts on concrete Fbc := 0.35 -fin Fbc = 1.05•ksi 5 ABc := 8in•7.625in•n V fbc : ABc Allowable bearing of concrete Abearing = 0.625 • in2 •• ••• • • • • • •• • ABc=9,531•4'• • •• ••• • ••• •• • • • • •• • • •• ••• • •• • • • •• •L.:ti= 11.64•41 : • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • •• • • • • • •.• • • • • • • • • • • • •• •• 'G2 Consulting Group, Inc. Joaquin Montesino P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 69969, CA 25882 Phone/Fax: (786) 294-0032 fbc = 0.676•ksi Check5 := if(fbc <_ Fix, "good" , "nogood") Check5 = "good" 5. Check tear on pl It := 3 in edge distance At := 10.4 Area for tear V ft := At actual tear stress in plate ft = 2.149•ksi Check := if (ft S F,,, "good" , "nogood") Check = "good" Job: gold bergRes Sheet No: t� of Calc. by:jm_Date:3/30/15 Check by :Jm Date:3/300/15 note : used steel plate 10"x1/4" with 2-5/8" diam. bolts thru A-307at supports and balance at 12"c/c S. ••• • • • • • •• • • • • • . •• ••• •• • • •• • ••• •• • • • • ••• • •• ••• • • • • • •. • • • • ••• . • • • • • • • • ••• ••• • •• ••• • • •.. • • • • ••• • . • •• •• •• • • • •• •• •••• •. •• • • • •• • • • • •• • • •••• .• •• • • •• •• • ••• • • • .• ••• • r MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy Nu-Vue Industries, Inc. 1055 East 29th Street Hialeah, FL 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series AB, NVSTA, NVHTA, NVTHJ, IKE, NVTT and NVHC-37 Steel Wood Connectors APPROVAL DOCUMENT: Drawing No. NU -1, titled "Truss and Top Plate Anchors", sheets I through 4 of 4, dated 02/18/2008, with last revision dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for 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 :hall be tr f 4etCto:thii: uter:iy the shall be available for inspection at the job site ar Ohe r uast of ke•B iildin Y3ffic This NOA renews NOA # 12-0130.32 and consists otthis page f ana evi document mentioned above. The submitted documentation was revieNted l,YCartos M.1Jtrera; P.D1. • •• •• •• •• •• •• •• • •• •• •• •• • •• • •• • . • • • • • • • . • • • • • • • MIAMIDADE COUNTY APPR.OYED Cede ••• • • i' • • • . • • •e• . . • • . • • • • • . • • • •• •• • 0 • •• •• ..• • • • ••• . • manufacturer or its distributors and ial. dence page B-1, as well as approval NOA No. 13-0206.17 Expiration Date: May 22, 2018 Approval Date: May 2, 2013 Page 1 e • Nu-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU -1, titled "Truss and Top Plate Anchors", sheets 1 through 4 of 4, dated 02/18/2008, with last revision dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Submitted under NOA # 08-0325.02" Test reports on wood connectors per ASTM D1761-88 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Report No. 1. 05-5195A 2. 05-5196A 3. 04-4995 4. 04-4996 5. 05-5612 6. 06-5622 7. 04-4908 8. 03-4631 9. 08-6711 Wood Connector AB -5 AB -7 NVTHJ-26 NVTHJ-28 1KE-1 IKE-2 NVTT NVTT NVHC-37 Load Direction Fl and F2 Fl and F2 Upward Upward Upward, LI and L2 Upward, LI and L2 Upward and L1 Upward and LI Upward, Ll and L2 Date 06/03/05 06/11/05 01/31/05 01/31/05 03/20/06 05/01/06 07/21/04 06/21/04 03/14/08 C. CALCULATIONS "Submitted under NOA # 08-0325.02" 1. Shear value of common wire nails and steel plate tensile calculations, prepared by Vipin N. Tolat, P.E., Consulting Engineer, dated 03/20/2008, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest, dated 01/31/2013, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 08-0325.02" 2. Code conformance letters for all of the tests listed on Section B, issued by Product Testing, Inc., signed and sealed by C, . • • • • • • • • • • • .• • • • • •• ••• •• • • • •. •'• • •• • ••• •.• •• • •• • • • • . • ••• • • • • • . • • • • • •• • • • • • • • • • • ••• • ••• • • • ••• • •• .E:1'• • • •• • •••• •• • •• • • •• •• •• • • S. ••• •• • • ••• • • • ••• • • • • • . •• • Carlos M. Utrera, P.E. Product Control Examiner NOA No. 13-0206.17 Expiration Date: May 22, 2018 Approval Date: May 2, 2013 • ••• • ••• • • • •• • ••• •• • • ••• • ••• • • ••• • ••• • ••• ••• ••• • ••• • ••• • ••• ••• Deep Seat Truss Anchor.. They are designed to resist lateral and uplift forces. The strap is made of 14 gauge steel and the seats of 20 gauge steel. UPLIFT • •• • • • ••• • • •• • • S. • • A :01Ty • •••• Dimenglon• He • (mac• 1 • • • Total No. •of Fasteners • • • in Strop • • 10d 13r10dx Total No. of Fasteners in 20 GA. Seat 131" Allowable Loads (lbs) Uplift6 Ll 6 L2 6 NYITIPAP12 i2•••••• 5 6 1046 700 1049 6 • 6 1141 760 1144 •••• ANA%• •••• 16••••• 7 6 1236 823 1239 NV8rA20 • S. • 20 • • 8 6 1331 887 1335 • 9 6 1426 950 1430 • • NirBTYA2S 230 • • • • • • •..• � t" -si42i• . 24 Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steel plates to resist lateral and uplift forces. The seats are made of 20 gauge steel. UPLIFT Assembly Product Code Dimebaion H (inches) Total No. of Fastexers in two Straps 104 x 134" Total No. of Fasteners in 20 GA. Seat l0d x 1V' Allowable Loads (lbs) 6 Uplift 5 Uplift 6 Ll 6 L2 NVHTA12 12 10 6 1506 1766 1050 1450 12 ' 6 1695 1987 1181 1631 NVHTA16 16 14 6 1883 2208 1312 1812 NVHTA20 20 16 6 2071 2429 1444 1994 18 6 2259 2649 1575 2175 NVHTA22 22 Notes: 1. Nails =necessary in straps and seat to achieve, dosing loads. 2. See note 6, sheet I for combined loafing. NVIIZ,A 24 s. Nous tmougn chows snail not tont we teres plates. 4.. For general notes, see sheet I. 5. For higher uplift loads, concrete shall be 3000 psi. 6. Based on min. 2500 psi concrete. VIPIN N. TOLAT, PE (CML) FL. REG. # 12847 15123 LANTERN GREEK LANE HOUSTON, TX 77068 _e-er moi'` � 3t t3 Nu-Vue Industries, Ina 1053-1059 East 29 Sheet Hialeah, Florida 33013 (305) 694-0397 Fax (305) 694-0398 TRUSS AND TOP PLATE ANCHORS DWG 6: NU -1 Sheet: 2 of 4 Date: Feb 18, 2,008 Revisions: