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RC-14-2550 (3) Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 �� u., s i Expiration: 01/1212016 Project Address Parcel Number Applicant 10601 NE 6 Avenue 1122310120020 ALICE GUGUEN Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell ALICE GUGUEN 10601 NE 6 Avenue MIAMI SHORES FL 33138- 10601 NE 6 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 50,275.00 ORONI INC (305)685-0412Wµ Total Sq Feet: 571 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certcation Date Denied: Tie Beam Bond Beam Type of Construction:ADDITION OF MASTER BEDROOM Occupancy:Single Family Window Door Attachment Stories: Exterior: Slab Front Setback: Rear Setback: Termite Letter Left Setback: Right Setback: Framing Bedrooms: Bathrooms: Insulation Plans Submitted:Yes Certificate Status: Drywall Screw Certificate Date: Additional Info: Trusses Plan Submittal Bond Retum: Classification:ResidentialRoof Sheathing Spot Survey Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Wall Sheathing Bond Type-Contractors Bond $500.00 Rake Beam CCF $30.60 Invoice# RC-11-1453655 Footing CO/CC Fee $50.00 07/16/2015 Credit Card $2,368.11 $200.00 Window and Door Buck DBPR Fee $22.63 11/19/2014 Credit Card $200.00 $0.00 Roof Trusses DCA Fee $22.63 Bond#:2795 Density Education Surcharge $10.20 Fill Cells Columns Permit Fee $1,508.25 Wire Lathe Plan Review Fee(Engineer) $80.00 Final Building Pian Review Fee(Engineer) $160.00 Declaration of Use Pian Review Fee(Engineer) $80.00 Review Electrical Scanning Fee $63.00 Review Electrical Technology Fee $40.80 Review Planning Total: $2,568.11 Review Mechanical Review Mechanical Review Plumbing Review Plumbing Review Plumbing Review Plumbing Review Structural Review Structural Review Structural Review Building Review Building Review Building July 16,2015 1cpq 1, Miami Shores Village0*1 - - 2 l21 ►'� Building Department N®V 19 ZP14 a ' 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 U C��►--Y Tel:(305)795-2204 Fax:(305)756-8972 Y INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. T-Cl4 '-�55(-D PERMIT APPLICATION Sub Permit No. k4a, ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �,.ee�� CONTRACTOR DRAWINGS ar- JOB ADDRESS: l o oo ^l F�'c (owe City: Miami Shores County: Miami Dade Zip: / a Folio/Parcel#: �` -2-z-�l` aZ' W-w Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#:"� ` l4 Address: `0\C:O` City: State: Zip: Tenant/Lessee Name: Phone#: Email: / r CONTRACTOR:Company Name: Phone#: y� b0 -C)T�� Address: 14-c->L�t G Cq— City: t-k ,,-&!� State: Zip: ` 6 Qualifier„Name: 6 v f /p Phone#: State Certifigation or Registration#: C 2 to Certificate of Competency#: DESIGNER:Architect/Engineer: Phon _ Address: City: S ate: ,Z�iip: Value of Work for this Permit:$ �1 25k Square/Linear Footage of Work: � �N l Type of Work: ❑ Addition ❑ Alteration ❑,New ❑ Repair/Replace ❑ Demolition Description of Work: A001 -17covo lcy V t CSVL3r-gAti �cT Specify color of color thru tile: ] t._ �t-W� Submittal Fee$ Permit Fee$ -�V CCF$ CO/CC$ 56, Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ //'' \ TOTAL FEE NOW DUE$ to • (Revised02/24/2014) Bonding Company's Name(if applicable) s 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 inspect'a which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not Pproved and a reinspection fee will be charged. ---�A "�'2 — Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument acknowledged before me this The foregoing instrument was acknowledged before me this I_day of KV6\Q.V% 1ee)r ,20 JH .by 1 •9 day of LAdVE'JM .20 14 ,by A1 101Q G UQ41� .who is personally known to Qg-bCgja ersonall known _,who is to me or who has produced T-�'LA cba -91P as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Si Print: Print: Seal: a REBECA M.PASTRANA Seal: "`° REBECA M.PASTRANA MY COMMISSION 9 EE872624 MY COMMISSION 8 07872624 �` EXPIRES:Fel%aery 07,2017 ° � :Fly 07,2017 ar ar APPROVED BY j� Plans Examiner Zoning ,S Structural Review Clerk (Revised02/24/2014) i STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850)487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 IGLESIAS, ORLANDO ORONI INC 14040 NW 6 CT NORTH MIAMI FL 33168 Congratulati�onsl With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA ` from architects to yacht brokers,from boxers to barbeque restaurants, DEPAR BUSINESS AND and they keep Florida's economy gong. PRO ULATION Every day we work to improve the way we do business in order to CBC 12516547ts412D14 serve you better. For information about our services,please log onto a. r� www.livjffloridalicerise.com. There you can find more Information CERTIFIED about our divisions and the regulations that impact you,subscribe IGLESIAS, �F r to department newsletters and learn more about the Department's OFtONI INC initiatives. `. Our mission at the Department is:License Efficiently,ntly, � Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the.provisions of Ch.489 FS. and congratulations on your new Iicensel dWs:nus 31,tole L140724COMM DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION-INDUSTRY LICENSING BOARD COC12516 9 The BUILDING CONTRACTOR - Named below IS CERTIFIED Under thepwivisbmof Chapter 489 FS. Expiration date: AUG 31,2016 IGLESIAS;ORLANDO • . ✓ ..d - } ��• 11 ISSUED: M240114 DISPLAY AS REQUIRED BY LAW SEQ 1'# L1407240000853 a > e 003910 $ r va o x c e r - i C► r Yy, Std. t# Flon x R ` _} .lVt3TA 8JL! Ata3 PAT �►� a>er rva EVTMIEWALAmA tw 9 r„, S NiaTpy� y�.� l f SBC RU .Ne 196 SU E PLDG A ;aeC R Y . OC125 x � 45.E '7n3I 41+1��`"" ;L HE 1' 14-0 '-A \ ' wo Bad T of Tax,The h►eat e mod oN Qaitlfl Ike • tadcaxil 8h01x1tOUle j See ' I Y r � � r ® CERTIFICATE OF LIABILITY INSURANCE DATE ( MID14 m THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: N the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER COW7ACT Vicky Femandez Occidental Risks Services,Inc PHONE (305)433-4068 No): (888)420-6814 11890 SW 8st Suite 500 ADDRESSe-MAIL vicky@occidentalrisks.com Miami,FL 33184 INSURER(S)AFFORDING COVERAGE NAIC 0 Phone (305)433-4068 Fax (888)678-2045 INSURERA: Accident Insurance Company INSURED INSURER 8: Oroni Inc INSURER C: 14040 NW 6 Court INSURER D: North Miami,FL 33161 (305)685-0412 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD BR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMIDD M/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000.000.00 © GE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISEs Me occurrence) $ 100,0D0.00 A ❑ ❑ CLAIMS-MADE 0 OCCUR CPP 0006852 02 11/10/2014 11/10/2015 MED EXP(Any one person $ 5,000.00 F-1PERSONAL 8 ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEML AGGREGATE LIMIT APPLIES PER, PRODUCTS-COMP/OP AGG $ 2,000,000.00 ❑ POLICY ❑ JECT PRO- ❑ LOC $ AUTOMOBILE LIABILITY MBINED Ea accidentSINGLE LIMIT ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ AUTOS ALLOWNED ❑ AUTOS SCHEDULED BODILY INJURY(Per accident) $ ❑ HIREDAUTOS ❑ ��NED PR�aE�RI�DAMAGE $ ❑ ❑ $ ❑ UMBRELLA LIAR ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION $ WORKERS COMPENSATION ❑W C STATU 1:1OTH- AND EMPLOYERS'LIN31LnY Y f N TORY ITS ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) 71E.L.DISEASE-EA EMPLOYE $ DEnpdeeunder II, OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) General Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village Of Miami Shores THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Building Dept ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.E.2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores,F1.33138 ----""" ©1988-2010 ACORD CORPORATION.-All rights reserved. ACORD 25(2010/05)OF The ACORD name and logo are registered marks of ACORD AMINC-01 $AES v 11CERTIFICATE OF LIABILIW INSURANCEF 10110IM4 THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION CN~ILY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(Sh AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. 0" OKOft0a holler Is an ADDITIONAL INSURED,the pW(hes)d 6e a reed. If SUBROGATIO*IS WANED,subject to the terms and eandliftm of the polity,certain policies may repirs an endorsereent. A statement on this cerdlicate does not Confer rights to the muftaft holder in u"or such 9 PRO Ve©On=1@Z insurance 0111ce of Anrerica.LNGt PHIINK IOU W $t State Road 434 jat4o 788.3000 N,.(407)'788-7933 Longwood,Fl. Ve GonzaUmcom 1NBURER AMOR01M0C veRA= NaICs A.,Nomandy Harborlrmurar"CompaM6 CompInc 13012 NNBUR@D ems: Drank Inc. INSURERC: c/o ABB4,Inc.&AM Im 969 Vandsrbllt Beach Rd.,$is 200 Naples,FL 34108 INSURER a: COVERAGES CERTIFICATE NUMBEIt: REVISION NUMBm* THIS IS TO CERTIFY THAT THE POLICIES OF fiRURAt+iC>w LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIRE; TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE 7ERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, TOR OPA=x vim Lum GENERAL LIABUM EAW SCE $ C!4#MSAAOE []OCCUR MED EXP asst $ PERSONAL&ADY INJURY $ SPL ACR(#RE Ok LIMNAPPLIES PER GENE-qk AGGREGATE $ Poucy Q M EM LCC PRODUCTS-COMPIOPAGG $ OTHER:AUTOMOBILE LVANLny $ ANY AUTO BODILY INJURY(Pm ) $ - A1.L COOED AS�CTHCESDULEO -- AUT6 mm 80mY/WURY(Peres t} $,. N$ZEDAUTOS AUTOS $ LWORE14A UAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAI AVOE AGGREGATE $ T REn $ AN DEMPLOrEWLIABLITY X A T A ANY PROPRIETORIP Y 1 N HFL140M 10101/2014 101011=5 E.L.EACH ACCT w $ EXCLUCX3Y1 MIA _^ fuwAdwytnmq Eurwv .LDISEASE-EAEMPLOY S T bekhv E.L.C$SEASE-POLICY UMIT $ 1,000 r MM CFOPMkAT ISI LCCA7XM i VIS IACM 101.Addkai Remarks ,MY 8e 88 1 Mme*sJmw is r red) BUILDING CONTRACTOR LICENSE#:COC1251654 CERTIFICATE HOLDER CANCELIA'CI SHOULD ANY OF THE ABOVE DESCRIBED PEES BE CANCELLED BEFORE THE EXPWATIOM DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISKM. Village of Mlaml Shores ATBE 10060 HE 2 Av Miami Shp m V!Mm FL 113138 01NII-M4 ACORD CORPORATM. AD rim reserved. ACORD 25(2014101) The ACORD norm and logo are registered rnaft of ACORD 1 - , .... .,„,� Miami Shores Village Building Department �IORYD� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by C-11AC,LISN to perform special inspector services under the Florida Building Code at the project on the below listed structures as of OZ • los (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: 196-it- L+- L515Q ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122A(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The follow' g individu s employed by this firm or me are authorized representatives to perform inspection 1. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect, graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I,(we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I,(we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector.All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department.Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance the approved plans. Signed and Se Engineer/Arch �� ` Name v Ar ddress_ ��fl 1`tri bbl .g• DATE: # • 45 Phone No. ;3�31 0' S031> Created on 6/10/2009 SttoH,F�s else Miami shoresVillage Building Department '�ORIDp 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: � DATE: I. 1CA, Contractor (NAME) ❑Owner o Architect Picked i� Glans an (oth r) Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need"to be brought back to Miami Shores Village Building Departm t to continue permitting process. Acknowledged by: (Signature) PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: E .GY PERFORMANCE LEVEL (EPL) DISPLAY CARD • ESTIMATED ENERGY PERFORMANCE INDEX* = 69 The lower the EnergyPerformance Index, the more efficient the home. 10601 NE 6th Ave, Miami Shores, FL, 33138- 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 637.33 ft2 b.WA R= ft2 3. Number of units,if multiple family 1 c.WA R= ft' 4. Number of Bedrooms 1(1) d.WA R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 540.00 fN 6. Conditioned floor area(ft2) 540 b.N/A R= ft' 7. Windows" Description Area c.N/A R= ft2 a U-Factor Sgt,U=0.95 93 00 ft2 11.Ducts R ft2 a.Sup:Addition,Ret:Addition,AH:Addition 6 50 SHGC: SHGC=0.48 b. U-Factor. N/A ft' SHGC: 12.Cooling systems kBtu/hr Efficiency a U-Factor. N/A ft2 a Central Unit 17.2 SEER:16.00 SHGC: d. U-Factor. N/A ft' 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 17.0 COPA.00 Area Weighted Average Overhang Depth: 2.333 ft. Area Weighted Average SHGC: 0.480 8. Floor Types Insulation Area 14.Hot water systems -Supplemental for addition 0 Ca;; gallons allons a Slab-On-Grade Edge Insulation R=1.0 540.00 ft2 a Natural Gas •• tF:0.94••••• b.WA R= ft' • • • • c.N/A R= ftp b. Conservation features •• • • • • •••••• None .•.••• • ••••.• • • 15.Credits •••••• • PSt�••••i •••• • ••••• •••••• • •• ••••• I certify that this home ha complied with th Florida Energy Efficiency Code for Building Construction through the Bove energy sav ng features which will be installed (or exceeded) '• in this home before final nspection. lithe se, a new EPL Display Card will be completed ., based on installed Code ompliant feature . °$ • •builder Ignature: j ' � ' Date: Address of New Home: City/FL Zip: ,�� WEB *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software FORM 405-10 FLORIDA EN EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida-Department of Business and Professional Regulation - Residential Performance Method Project Name: Gervais Residence Add Builder Name: Street: 10601 NE 6th Ave Permit Office: City, State, Zip: Miami Shores, FL, 33138- Permit Number Owner. Jurisdiction: Design Location: FL, Miami 1. New construction or ebsting Addition 9. Wall Types(637.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block-Int Insul, Exterior R=5.0 637.33 ft2 b.N/A R= ft2 3. Number of units, if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms(Bedrms In Addition) 1(1) d.N/A R= ft2 5. is this a worst case? No 10. Ceiling Types (540.0 sqft.) Insulation Area a Under Attic(Vented) R=30.0 540.00 ft2 6. Conditioned floor area above grade(ft2) 540 b.WA R= ft2 Conditioned floor area below grade (W) 0 c.N/A R= ft2 11. Ducts R f12 7. Windows(93.0 sgft.) Description Area a. Sup: Addition, Ret: Addition,AH:Addition 6 50 a. U-Factor: Sgl, U=0.95 93.00 ft2 SHGC: SHGC=0.48 b. U-Factor: N/A � 12. Cooling systems kBtulhr Efficiency SHGC: a. Central Unit 17.2 SEER:16.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft2 a. Electric Strip Heat 17.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 2.333 ft. Area Weighted Average SHGC: 0.480 14. Hot water systems- Supplemental for addition 8. Floor T a. Natural Gas Tankless •Cap,1 gallons Types (540.0 sqft.) Insulation Area •••• • • • x: 0.940••••• a Stab-On-Grade Edge Insulation R=1.0 540.00 ftp b. Conservation features ' • • • •• • • • • b. N/A R= ft2 None • •••••• • •••••• c.N/A R= ft2 15. Credits •••:•• • PSW Glass/Floor Area: 0.172 1 Proposed Modified Loads: 15.03 ••.••..•. .• PA• S ••• /___ Tota .. Standard Reference Loads: 21.81 • . ..... •••••• 1 hereby certify that the pla s and specificati s covered by Review of the plans and SA • this calculation are in com liance with the FI rida Energy specifications covered by thist��, IR Code. calculation indicates compliance�.•• �'' a with the Florida Energy Code. Vill �► �.' ,N C3 PREPARED BY: Before construction is completed DATE: ty this building will be inspected for compliance with Section 553.908 I hereby certify that this building,as designed,is in compliance Florida Statutes. ✓,, with the Florida Energy Code. Cab W+WE' ` OWNER/AGENT' BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 10/1/2014 8:44 AM EnergyGaugeO USA- FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Gervais Residence Add Bedrooms: 1 Address Type: Street Address Building Type: User -Conditioned Area: 540 Lot# Owner. Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 10601 NE 6th Ave Permit Office: Cross Ventilation: No County: Miami-Dade Jurisdiction: Whole House Fan: No City, State, Zip: Miami Shores , Family Type: Single-family FL, 3313& New/Eidsting: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 540 4320 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Addition 540 4320 No 2 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area :tile•:Wood Carpet 1 Slab-On-Grade Edge Insulatio Addition 101 ft 1 540 ft' •0.2 . 0 0.8�• 0000•• • ROOF • 000 0.. 0000.. Roof Gable Roof Solar SA'...:tmitt gym•• Deck,••P�h # Type Materials Area Area Color Absor. Test,,,, =estq4 Insul.••;Wgo •• 00 ••0• 00.0.0 1 Gable or shed Flat tile/slate 557 ft2 68 ft2 Medium 0.96 NQ••:•:0.9 Na0 *1 ATTIC 000 0 • 0000.. / 0000 �/ # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 540 ft2 N N CEILING # Ceiling Type Space R Value Area Framing Frac Truss Type 1 Under Attic (Vented) Addition 30 540 ft2 0.11 Wood 10/1/2014 8:44 AM EnergyGaugeO USA- FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Concrete Block- Int Insul Addition 5 33 6 8 0 268.0 ftz 0 0 0.5 0 2 S Exterior Concrete Block- Int Insul Addition 5 15 11 8 0 127.3 ftz 0 0 0.5 0 3 E Exterior Concrete Block-Int Insul Addition 5 18 8 8 0 149.3 ftz 0 0 0.5 0 _ 4 W Exterior Concrete Block-Int Insul Addition 5 11 7 8 0 92.7 ftz 0 0 0.5 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Addition Metal .46 3 7 21 ftz WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Low-E Single Yes 0.95 0.48 6.8 ftz 2 ft 4 in 1 ft 4 in None None 2 S 2 Metal Low E Single Yes 0.95 0.48 42.0 ftz 2 ft 4 in 1 ft 4 in None None 3 E 3 Metal LSE Single Yes 0.95 0.48 30.0 ftz 2 ft 4 in 1 ft 4 in None None 4 W 4 Metal Low-E Single Yes 0.95 0.48 14.2 ft' 2 ft 4 in 1 ft 4 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 708.2 38.88 73.12 .345 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity 0'-01;6k 1 Electric Strip Heat None COP: 1 17 kBtu/hr •••:•• •1 .70"0• • •0 • COOLING SYSTEM .... . ..... • # System Type Subtype Efficiency Capacity Air IF •0 SHR *•:aco k .Duck•• 1 Central Unit Split SEER: 16 17.2 kBtu/hr 516'.a :0:0.76 *1 syset. • • • • 000000 HOT WATER SYSTEM : # System Type SubType Location EF Cap Use SetPnt Go'nservation 1 Natural Gas Tankless Exterior 0.94 1 gat 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model # Area Volume FEF None None ftz 10/1/2014 8:44 AM EnergyGaugeO USA- FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 r DUCTS / —Supply— —Return— Air CFM 25 CFM25 HVAC# V # Location . R-Vplue_Area Location Area _ Leakage.Type. Handler .TOT OUT ._QN. RLF •Heat Cool 1 Addition 6 50 ft= Addition 10 ftz Default Leakage Addition (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans:cooling Jan Feb Me Apr May �X] ct Nov Doc 00 Heating 0C Jaann C Feebb X Mar X p� may Jun C Jul C Aug LxJ Sep Occtt X Noovv C Dec Jun [X]Jul [X]Aug [x] Sep 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 •••••• •••••• • •••••• • •••• • ••••• •• •• •••• •••••• • • • • • •••••• 10/1/2014 8:44 AM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist s rida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 10601 NE 6th Ave PERMIT* Miami Shores, FL, 33138- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, 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. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system.Where forced-air furnace is primary system, J programmable thermostat is required. Heat pumps with supplemental °vt electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. :...: Water heaters 403.4 Heat trap required for vertical pipe risers.Comply with eftiencies ip °•; • Table 403.4.3.2. Provide switch or clearly marked circOt'difker • ••°• • (electric)or shutoff(gas). Circulating system pipes insLMddgo=R-2 :... +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with t*e0tanicat fee, ••:• ventilation ventilation systems shall not exceed the minimum ASH'RAM2level?••• /••°• • No make-up air from attics, crawlspaces, garages or MdWi%adjacent J • to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(FIP)of=2* ' • &Spas HP shall have the capability of operating at two or more sps• 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 �Il site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached.Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 10/1/2014 8:44 AM EnergyGaugeO USA- FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 �uilding Input Summary Report PROJECT Title: Gervais Residence Add Bedrooms: 1 Address Type: Street Address Building Type: User Bathrooms: 0 Lot# Owner. Conditioned Area 540 sq.ft. Block/SubDivision: #of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 10601 NE 6th Ave Permit Office: Rotate Angle: 0 County: Miami-Dade Jurisdiction: Cross Ventilation: No City,State,Zip: Miami Shores, Family Type: Single-family Whole House Fan: No FL, 33138- New/Existing: Addition Terrain: Suburban Year Construct: 2014 Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tray 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 fled Cost $/Unit Electricity kWh Florida Average 0 0.1151 Natural Gas Therm Florida Average 0 1.7386 Fuel Oil Gallon EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 2.826 SURROUNDINGS Posoo Shade Trees •Ap4t BuildNgs • �• Omt Type Height Width Distance Ebst Heb".•• V jdtI1••• Diitjgr.• N None Oft Oft Oft Ov*;** Oft ' Moo: NE None Oft Oft Oft 09"0 • bft • E None Oft Oft Oft 0 ft"" t?ft VC•'• SE None 0f 0f 0f Ott';"; aft•"• t"oe S None O ft O ft O ft O tt' " 01t"' 4w o:' SW None O ft O ft O ft 0r";'; Oft • Oft '• W None Oft Oft Oft Ott ' 1400:0 O"••' NW None Oft Oft Oft 0=t .'. Qft M••; BLOCKS ••�• Number Name Area Volume 1 Blockl 540 4320 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Addition 540 4320 No 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Addition 101 ft 1 540 ft2 0.2 0 0.8 10/1/2014 8:47 AM EnergyGauge®/USRFSB v3.1 Page 1 of 5 uilding Input Summary Report ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Flat tile/slate 557 ft' 68 ft2 Medium 0.96 No 0.9 No 0 14 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 540 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Fraction Truss Type 1 Under Attic 0 Addition 30 540 ft' 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified bv,rotate angle shown in"Project"section above. Adl'acent Cavity Width Height Sheathing Framing Solar Below # Ont ti'o Wall Type Space F1 Value Ft In Ft Tn Area R-Value Fraction Absor. Grade/ 1 N Exterior Concrete Block-Int Insul Addition 5 33 6 8 0 268.0 ft' 0 0 0.5 0 2 S Exterior Concrete Block-Int Insul Addition 5 15 11 8 0 127.3 ft' 0 0 0.5 0 3 E Exterior Concrete Block-Int Insul Addition 5 18 8 8 0 149.3 f? 0 0 0.5 0 4 W Exterior Concrete Block-Int Insul Addition 5 11 7 8 0 92.7 ft' 0 0 0.5 0 DOORS Width Height # Omt Door Type Space Storms U-Value Ft In Ft In Area 1 W Insulated Addition Metal .46 3 7 21 ft2 WINDOWS Wall Overhang•• • i•.•i• • # Omt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Sepstdtlb ••IntedoMhade ScF&M1?i§• 1 N 1 Metal Low-E Single Yes 0.95 0.48 Y 6.8 ft2 2 ft 4 in 1 ft 4qir:::• None MOO"• 2 S 2 Metal Low-E Single Yes 0.95 0.48 Y 42.0 ft' 2 ft 4 in 1 ftX k6••* N&90000 Aleve.• 3 E 3 Metal Low-E Single Yes 0.95 0.48 Y 30.0 ft' 2 ft 4 in 1 ft 4 t:••; Ncoe.••, lq&; '• 00 4 W 4 Metal Low-E Single Yes 0.95 0.48 Y 14.2 fte' 2 ft 4 in 1 ft in *0 Non00 None• ••••.• • INFILTRATION •••••• 96009 . •• . :000 # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Spaces) 1 Wholehouse Best Guess .0005 708.2 38.88 73.12 .345 9.8363 All MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 ft' 0 ft 0.3 Addition 10/1/2014 8:47 AM EnergyGauge®/USRFSB v3.1 Page 2 of 5 ---wilding Input Summary Report HEATING SYSTEM # System Type Subtype Efficiency Capacity ---Geothermal HeatPump--- Ducts Block Entry Power Volt. Curr 1 Electric Strip Heat None COPT 17 kBtu/hr 0 0 0 sys#1 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit Split SEER:16 17.2 kBtu/hr 516 cfm 0.76 sys#1 1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Credits 1 Natural Gas Tankless Exterior 0.94 1 gal 40 gal 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Ccef. 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 Addition 6 50 ft' Addition 10 ft' 3 Default Leakage Addition Default c Default c 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: NCooling N Jan Feb Mar Apr May [X] [X] [�] Nov Dec Heating Jan ( Feb X Maarr X Apr may Jun [X�Jul [X]Aug LxJ Sct ep OctNov 00 X Noov C Dec Jun [Xl Jul [x]Aug [x]Sep Thermostat Schedule: HERS 2006 Reference Hours •••••• Schedule Type 1 2 3 4 5 6 7 8 : 9-*- 10 11 lie� Cooling(WD) AM 78 78 78 78 78 78 78 78 "SQ•• 80' 80 "EO" PM 80 80 78 78 78 78 78 78 ••Z •• 78 • 78 • 78 • Cooling(W EH) AM 78 78 78 78 78 78 78 78 •T>3• 78; i 78 ' 78 ' PM 78 78 78 78 78 78 78 78 •Z8• 78. 78 ••3a• 0 Heating(WD) AM 66 66 66 66 66 68 68 68 "Q8' 68- �'•B8 •. • PM 68 68 68 68 68 68 68 68 •.54• 68 ••••�6 •.6fi•• • Heating(WEH) AM 66 66 66 66 66 68 68 68 ;'S5'; 68 • 68 6a3'. PM 68 68 68 68 68 68 68 68 . • 6% *66 .o"•• 10/1/2014 8:47 AM 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 0.047 0.047 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. 891 kWh/Yr Peak Value: 200 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: 1677 kWh/Yr Peak Value: 548 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: 2396 kWh/Yr Peak Value: 439 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: 447 kWh/Yr Peak Value: 165 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 . . 0000.. 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 "d t;' %Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Kf 1 • 0.1; Q.1 0.1'• Annual Use: 0 kW h/Yr Peak Value: 0 Watts •••••• • """ 0000.. REFRIGERATORS •••••' 0000 ID Type Screen Location Quantity Vol FrZ.Vol Make Aodel Schedu M • • 10 • 1 Refrigerat Default New Master Ar 1 25.6 5 •• •• HERM 691"' CLOTHES WASHERS ••••�• 0000.. ID Type Screen Location Capacity Make Model'..• :Schedule...4oadsPZY*r••: • 000. 1 1 Main Default New Main 2.847 HERS201 (invalid) CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New Main Electricity 10/1/2014 8:47 AM EnergyGauge®/USRFSB v3.1 Page 4 of 5 uilding Input Summary Report 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 Co Electric Electric FI Not Conve HARD WIRED LIGHTING ID Type Screen Location Total# Qualify# Comp FI All Other FL bdBulbtype Schedule Watts per bulb 1 Hard-Wire Default 1st Floor 20 2 0 2 Incandesc HERS201 60 2 Hard-Wire Default 2nd Floor 20 2 0 2 Incandesc HERS201 60 MISC ELECTRICAL LOADS ID Type Screen Item Quantity Category Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS201 1 0000•• • • • 0000•• •• • • • 0 •0000• 0 .•0• • . 000000 • 000000 • • • 0000•• 0000 • • • • • • •.••.• 0000 • 0000• •••••. • •. 00.00 • •••••• •0000• 0000•• • 0000.• . • •0000• • • • • • • • • 000000 •• • 0000 • • 10/1/2014 8:47 AM EnergyGauge®/USRFSB v3.1 Page 5 of 5 Air System Sizing Summary for AC#2 Project Name:14-0 Residence Addition 10!01/2014 Prepared by:ARPE Inc. 08:15AM Air System Information AirSystem Name:.............................................................AC#2 Number of zones:........................................................................1 Air System Type:.......................................Single Zone CAV Floor Area:............................................................................540.0 sqft Location:............................................Miami Shores,Florida Sizing Calculation Information Calculation Months:................................................Jan to Dec Calculation method:...............Transfer Function Method Central Cooling Coil Sizing Data Totalcoil load*---------................................................................1.4 Tons Load occurs at:.............................................................Jul 1500 Total coil load:. ..............................................................16.4 MBH OA DB/WB:................................................................91.0178.0 F Sensible coil load:.................................................................13.1 MBH Entering DB/WB:..........---------..--..............................75.4163.3 F Coil airflow:..............................................................................584 CFM Leaving DB/WB*.....................................................64.6153.5 F Sensibleheat ratio............................................................0.802 Coil ADP:.................................................................................52.3 F Area per unit load:.............................................................396.0 sgfbTon Bypass Factor:....................................................................0.100 Load per unit area:. •........................................................30.3 BTU/(hr-sqft) Resulting RH................................._..........................................51 % Design supply temp...................._.....................................64.0 F Central Heating Coil Sizing Data Max coil load:........................................................................14.6, MBH Load occurs at:.............................................................Des Htg Coil airflow:.-............................................................................684 CFM Ent DB/Lvg DB:..-......................................................69.9/93.0 F Load per unit area:..............................................................27.0 BTU/(hr-sgft) Supply Fan Sizing Data Actual max airflow:...............................................................W CFM Fan motor BHP*.-----••---..--.....................................................0.07 BHP Standardairflow....................................................................584 CFM Fan motor kW*......................................................................0.05 kW Actual max airflow per unit area:.....................................1.08 CFM/sgft Fan static................................................................................0.40 in wg Outdoor Ventilation Air Data Design airflow:.........................................•------------.......................0 CFM Airflow per person:.....................----------------------...................0.00 CFM/person Airflow per unit floor area:..................................................0.00 CFM/sgft Space Sizing Data Space Name Maximum Design Time of Peak Maximum Space Space Cooling Airflow Load Heating Floor CFMtsgft Sensible CFM Load MBH Area MBH scift Z-2 Addition 13.2 584 Aug1500 14.7 540.0 1.08 ;.,.;• •••••• • •••••• • •••• • ••••• • �O. Block Load 4.15 Page 1 of 1 System Input Data Project Name:14-08p2 Gervais Residence Addition 10/01/2014 Prepared by:ARPE En ineenn Inc. 08:16AM General Details: Air System Name:.............................................................AC#2 Air System Type:......................................Single Zone CAV Numberof zones ......................................................................1 SystemStartup:...........................................................................6 Duration of Operation:............................................................24 Central Cooling Coil Data: Used?,......................................................................................YES Supply Air Temperature:....................................................54.0 F Coil Bypass Factor..........................................................0.100 Central Heating Coil Data: Used?......................................................................................YES Supply Temperature:.........................................................110.0 F Supply Fan Data: Configuration:............................................................Draw-thru Fan Performance:................................................................0.40 in wg Ceiling Return Air Plenum Data: Return Air Via:.................................................Jl)ucted Return Zones Included: Zone Names Z-2 Addition Thermostats Data: Cooling T-stat:Oca.............................................................75.0 F Cooling T-stat:Unocc:.........................................................85.0 F Heating T-stat:Occ:.............................................................70.0 F Heating T-stat:Unocc:........................................................60.0 F Safety Factors: Cooling Sensible Safety Factor_...........................................0 % Cooling Latent Safety Factor_................................................0 % Heating Safety Factor......................................................... ..0 % 0000•• • • • 0000•• 0000•• • 0000•• • 0000•• • 00000• • • • •00.0• 0000 :00*:* • • • ••000• • •• ••••• •• •• •••• ••000• • •0••0• • • • 0 • • 00.0•• ••00•• • • • • • • 0 • • 0000• •• • 0000 • • Block Load 4.15 Page 1 of 1 G2 Consulting Group,lnc. JOAQUIN MONTESINO, P.E s. 9725 SW 4 th TERR., Miami, Florida 33174 PH (786)2940032, Fax(786)2940032 Lic#69969,CA 25882 BY: JM DATE:10/11/14 SUBJECT:Gervais Res SHEET 1 OF 27 CHECK BY:JM DATE10/11/14 Miami Shores, Florida CALCULATION TITLE SHEET Job Name : ADDITION & RENOVATION Client : Mr.GERVAIS 10601 NE 6 th AVE. MIAMI SHORES, FL 33138 0000.. 0000.. 0000.. 0000.. . 0000.. Job Type : RESIDENTIAL •••'•• • ' 0000 0000.. 0000.. 0000 . •000• .. 0000. . . . . .. .. 0000 0000.. 0000.. • Building Code : .F.B.C.-2010-Edition • 0 :00so0 •0.00• . . . 0000.. 0 :906 0000 Building Dept : Miami Shores The undersigned hereby certifies that the enclosed structural calculations were prepared either by myself or under my direct supervision.For the computer runs,if any,input was prepared and the output data analyzed and interpreted in the same manner prior preparation of the construction documents. Therefore, I accept professional responsibility for my t ti t t t t Interpretation of any computer outputs. IN MON,�'� Pad, "#--.rj -,, �o�'' C E NSF r '�: O' o.88ggqdo r O'• E OFdP .� . �'�./ONAl.�Ec;M.e. t 92 c9sulting group,inc Job•GERVAIS jogwn montedlno,p.e Sheet No=of 9725 sw 4 terr miami fl 33174 Calc.by:JM Date:0UMU lic#69969 CA 25882 Checked by:JM Date:08/22/14 WIND LOADS PER ASCE7--10 EXPOSURE :C Roof angle: (7Deg.)<0< _ (27 deg) Roof angle: s1e:= 3 0:= atan(slope) 8= 14.036-deg 12 Vim:= 175 mph Mean hight h:= 15ft Importance Factor I:= 1.00 Topographic Factor Kzt= 1.0 Velocity pressure Exposure 2 2 h a OL Kz:= i (h < 15ft), 2.01-(Z9 -i- , 2.01• Z Kz=0.85 JJ g Wind Directionality Factor Kd:= 1.0 • • 0000•• • • • 000.0• Basic Velocity Pressure • ...... . ...... qh:_ 10.00256 Kz•Kzt Kd•(u)2 I�•psf *::::o • :•••• • 0 ..•... 0000 . •00•0 qh=66.55•psf 00•00• • �• �•;.•• .. .• .•.•• .•.... • . . . . .••..• Y • g2 consulting group,inc Job:GERVAIS joquin montesiho,p.e Sheet No:-j of 9725 sw 4 terr miami fl 33174 Calc.by:JM Date:08/22/14 lie#69969 CA 25882 Checked by:JM Date:08/22/14 "Wood jack trusses" zone: 1 Negative and without overhang 2 Aj:= (83)) Aj =21.333 ft2 Gcpi:= —0.18 Gcp:= 0.5 if Aj :5 10ft2 —1.0+ 0.100•log `' if IOft2 5 Aj 5 1OOft2 ft 0.3 if Aj > 100ft2 Gcp=—0.867 Plj := [gh•[Gcp—(—Gcpi)] + 10psf]•0.6 (net wind pressure) zone2 : Negative without overhana -1.7 if Aj :5 10ft2 ...•.. • Aj ..•... :•••.• ...•:. -2.200+ 0.50 log 2 if IOft2 5 Aj 5 100ft2 �:_ -0.18 • ft ...... • .•..•. .... . •.... —1.2 if Aj > 100ft2 •••••• • •• ••i••' •• •• •••• •••••• • Gcp P2' - h G -G i + 1 s 0.6 P2' --62.501 J � [q [ cP-( cP)] OP f l• I�J --- ---P- (net winTpregsure) �•" ' • zone3 : Negative without overhang 18 Gam:= -2.6 if Aj 5 1 O -3.200+0.60•logAJ if lOft2 5 Aj 5 100ft2 ft2 —2 if Aj > 100ft2 g2 consulting group,inc Job;,GERVAIS joquin%ontesirlo,p.e Sheet No: of 9725 sw 4 terr miami fl 33174 Calc.by:JM Date:08rM14 lic#69969 CA 25882 Checked by:JM Date:08/22/14 Gcp=-2.403 P3j := [gh•[Gcp-(-Gcpi)] + IOpsf]•0.6 iP3j_-97.U26•psfi (net wind pressure) zone2 : Negative with overhang -0.18 for all : Aj [gh•[Cvp-(-Gcpi)] + 10psf]•0.6 'P2j =-89.037•pkf (net wind pressure) zone3 : Negative with overhang .-0.18 = -3.7 if Aj :5 IOW . . :""' •••••• Aj 2 2 •••••• i•••i• •.••i• -4.9+ 1.2-log — if IOW:5 Aj 5 100ft ft2 ...... :•...: -2.5 if Aj > 100ft2 •""• '••••• ""' ...... . .. ..... Gcp=-3.305 • . • • _ [gh•[Gcp-(-Gcpi)] + 10psf]•0.6 [P3j 133.166•psf (net wind pressure) se;* I g2 consulting group,inc JobPERVAIS joquin montesir9o,p.e Sheet No: 15of 9725 sw 4 terr miami fl 33174 Calc.by:JM_Date:08/22/14 lic#69969 CA 25882 Checked by:JM Date:08/22/14 Trusses & Girders over 17.3 ft lora. Ag:= 100ft2 gm.= -0.18 zone : 1 Negative and without overhand ;_ -0.18 = 0.5 if Ag:5 10ft2 (-1.0+ 0.100.10g A9-)) ft2 5 if lOAg:5 100$2 ft 0.3 if Ag> 100$2 Gcp=-0.8 Plg:= [gh•[Gcp-(-Gcpi)] + 10psf]•0.6 iPlg=-33.133 (net wind pressure) 0000.• 0000.. zone2 : Negative without overhand 0000.. 0000.. . 0000.. 0000.. 0000.. 0000 I�fiv= —1.7 if Ag 5 10$2 0••••• 00000 0000• •66666 • •• 60•66 -2.200+ 0.50•log Ag if 10$2 5 Ag:5 1 OOft2 -0.18 0* 6 00 0.6:000 0 0 00:0 ft2 ^ •0000• 0 • • • 0 • •0060. 0000•• -1.2 if Ag> 10082 ..666 0 0000 •0000• • 0000 Gcp=-1.2 P2g:= [gh•[Gcp -(-Gcpi)] + 10psf]•0.6 P2g=-49.105•ps (net wind pressure) zone3 : Negative without overhand 2M�.= -0.18 ' g2 consulting group,inc Job:GERVAIS joquin%nontesino,p.e Sheet No: 6 of 9725 sw 4 terr miami fl 33174 Calc.by:JM Date:08/22/14 lic#69969 CA 25882 Checked by:JM Date:08/22/14 _ -2.6 if Ag:5 10ft2 -3.200+ 0.60-log `�g if IOW:5 Aj 5 100ft2 ft2 -2 if Ag> 100ft2 Gcp=-2 P3g:= [gh•[Gcp-(-Gcpi)] + 10psf]•0.6 �P3g=-81.051•ps (net wind pressure) zone2 : Negative with overhang -0.18 �-_ -2 for all : Ag .006.9 0000.. Z&gJg --- P (net wia: mwure) •- [gh•[Gcp -(-Gcpi)] + lOpsfJ•0.6 � —--89.037• s 0 .6006. 0 6666 . • . • zone3 : Negative with overhang 6 0.6 6• 0 0 0 0• gaL= -0.18 .. 0. .06. 0..... aW. 60.00. 0 6 = —3.7 if Ag:5 10ft2 6•� X66.66 �6•�� -4.9+ 1.2•log `�� if 10ft2 5 Ag 5 l OOft2 •••• ft2 -2.5 if Ag> 100ft2 Gcp=-3.305 3 •= [gh•[Gcp -(-Gcpi)] + 10psf]•0.6 IP39= 133.166•pst (net wind pressure) ' g2 consulting group,inc Job•GERVAIS joquininontesi0o,p.e Sheet No:�of 9725 sw 4 terr miami fl 33174 Calc.by:JM Date:08W14 lie#69969 CA 25882 Checked by:JM Date:08=14 Wall Pressure for building h<60ft Second floor h:= 9ft A, Negative :zone4 2 ^A:= (93) A=27 ft2 Gcpq:= —1.2766+ 0.1766-loA g 2 Gcpq=—1.024 ft P4 Qh'[Gcp4—(--Gcpi)]•0.6 IP4=-48.07•ps Negative: zone5 GcpS= —1.7532+ 0.3532-log 2 GCP5=—1.248 ft P5= 9h'[Gcp5—(—Gcpi)]•0.6 jp5= 57.008•pstj positive mone4&zone5 Oft) 2 : ••• • ••••�• := A=27ft •• • • • • • •••••• Gcp4.5= 1.1766—0.1766•log 2 GCP4.5=0.924 •""• i•••i• • ft •••• • •••s• •••••• • •• ••••• P4.5 gh'[GCP4.5 + (—Gcpi)]•0.6 jP45 =44.077'POt • 3 g2 consulting group,inc Job•GERVAIS joquin montesino,p.e Sheet No: of 9725 sw 4 terr miami fl 33174 Calc.by:JM Da e:08/22/14 lic#69969 CA 25882 Checked by:JM Date:08/22/14 Wall Pressure for buildinsa h<6W First floor ►:= 9.17ft Negative :zone4 2 A:= (9.17ft) A=28.03 ft2 Nw 3 -1.2766+ 0.1766-log A Gcp4=-1.021 ft2 = gh•[Gcp4-(-Gcpi)]•0.6 P4=-47.956 ps� Negative: zone5 -1.7532+ 0.3532-log(A GcP5=-1.242 ft2 moi= 9h•[GcP5-(-Gcpi)]•0.6 1p5_=-56.779•ps positive mone4&zone5 2 • • • 0000•• •• • • • A;-= A=28.03 ft2 0000•• i•••w• •.••i• 3 • 0000•• w • • 0000 • • • • 1.1766-0.1766.log A GcP4.5=0.921 �••••w :0000• ••0••� 2 •••••• • 00 00.60 --- ::0::. • •• •••. 0000•• , • i= 9h•[GcP4.5+ (-Gcpi)]•0.6 ip4.5=43.963•psfl :••�•� • •0 --------_- - • • 0 • .0000• 000000 • • 0 •0000• ` 92 corssulting gmup,inc Job•GERVAIS joquin montesiho,p.e Sheet NZE of 9725 sw 4 terr miami fl 33174 Calc.by:JM Date:08/22/14 lic#69969 CA 25882 Checked by:JM Date:08/22/14 Door Pressures for building h<60ft Negative:zone4 2 .= 21ft 2w.= -1.2766+ 0.1766•log 2 Gcp4=-1.043 ft = gh[GcP4-(-Gcpi)]•0.6 iP4=-48.84-k Negative : zone5 a := -1.7532+ 0.3532-log 2 GcP5=-1.286 ft = gh•[Gcp5-(-Gcpi)]•0.6 Ips=-58.547•psf, Positive:zone4&zone5 A;= 21ft2 0000•• A ••• . ••••�• go".= 1.1766-0.1766•log — GcP4.5=0.943 •• • :000:* •• ft2 •.0.0• . 000000 '- .---- 0::::o •0 0.. • 00.00• qh��P4s+ (-Gci)�•0.6 44.847• s� 0 0000.. 00000 0 000 06.00• • •• 00%. ••00•••• • •0000 0000 • • 00 • • • • • 0000•• • • 6 • 6 • • • 0000•• ' t g2 consulting group,inc Jo GERVAIS joquininontesi�io,p.e Sheet No. IV of 9725 sw 4 terr miami fl 33174 Calc.by:JM Date:08rM14 lic#69969 CA 25882 Checked by:JM Date:08/22/14 window Pressures for building h<60ft Negative :zone4 A:= IOW AW G := -1.2766+ 0.1766-log 2 Gcp4 ft gh'[GcP4-(-Gcpi)]•0.6 p4=-51.112•psF Negative: zone5 -1.7532+ 0.3532•log2 GCP5=-1.4 ft AW= 4h•[GcP5-(-Gcpi)]•0.6 1P5=-63.092. positive.zone4&zoneS Ate:= loft2 1.1766-0.1766-log A 1 GcP4.5= • :""' 0000.• 2 • • • • 0000•• •••••• • •••••• moi= 9h•[GcP4.5+ (-Gcpi)]•0.6 'P4.5=47.119•psF 0 0 0 0•. :0 0 0 0: - • 0000•. 0000 . 0000. •••••• . •• 06000 .. .• •••• •••••• 0000.• • . . . . .••••• 0000.. . . •0000• •• • •0•• t G2 CoQnsulting Group, Inc. Job:Gervais JOAQUIN MOIVTESINO P.E Sheet No:�of 9725 S.W.4 th TERR. Calc by:JM Date:08/25/14 Miami, FL 33174 Checked by:JM Date:08/25/14 LIC#69969,CA 25882 COMBINED AXIAL LOAD&BENDING COMPRESSION FOR MASONRY WALL: VERTICAL LOADS : DEAD LOADS: ASCE? – 10 DL:= 8551bf ZONE4 :P=-48.1 psf 8" cmu TRY : MASONRY WALL PARTIALLY LIVE LOADS: GROUTED#5 @48" LL:= 01bf Maximun Calculated Axial Loads : P:= DL+LL P=855•lbf Calculated Axial Stress: fa:= P An:= 2.1.25in•12in An— • • An=30•in2 : .•• • ••••�• fit=28.5•psi .••..• :••.:• ....:. • The Allowable Compression Stress is: ;.•.;. • .... . ..... fm:= 1500psi h:= 8.83ft k:= 2.66in ••;••; ; •••• •• ••• Fa:= .25-fm- h 1 – • ' :•..:. '•••'• 140•r • • Fa=344.64-psi •••• Check Compressive Stress in Masonry tb= Mw-2 b:= 48in b•d2•j•k d:= 3.81 in G2 Consulting Group, Inc. Job:Gervais JOAQUIN MONTESINO RE Sheet No:_& of 9725 S.W.4 th TERR. Calc by:JM Date:08/25/14 Miami,FL 33174 Checked by:JM Date:08/25/14 LIC#69969,CA 25882 Concrete Block: Block width: hbloak:= 7.625in web thickness: tweb= 1in Shell thickness: tfi:= 1.25in Block cell width: bce11 8in—2•tweb bce11=6-in Proposed spacing: Spacing:= 48 No R Ce11:= 1 Height of Wall: 1 = 9ft Ac:= [(Spacing)•tf,] +L�hbl k —t.J•(b�ll+t,,cb)]No_R Cell Ac=77.937•m* 2 As:= 3lin2 Es:= 29000000psi Em:= 900-fm As p _ Ac p=3.978x 10 3 ••• :•"•• ..00V .. 0 Es := 48.1psf 0000.. :0000 66666 0 n:= — • 00 Em 000.00 6 w:= Spacing•P 6000 6 6 0••••0 n=21.481 . . 0000 ..00000 0000. w= 192.4•plf 1;= 8.83ft 000060 9009 0.:969 p•n=0.085 .6 .. 0000 0000.. mw:= 1•w•12 0000:. g 9..... .. 0000 Mw= 1875.1bf•ft ••�• k:= 2•n•p+ (n•p)2—n•p k=0.337 _ k l '— 1 3 Fb:= C3J•fm G2 Consulting Group, Inc. Job:Gervais JOAQUIN MONTESINO RE Sheet No: of 9725 S.W.4 th TERR. Calc by:JM ate:08/25/14 Miami,FL 33174 Checked by:JM Date:08/25/14 LIC#69969,CA 25882 j =0.888 A=500•ps fb:= Mw-2 -- --�b-d 2•j•k 1 ((_Ia + Fb/ 1 =0.515 < 1.0 fb=216.092-psi J Check:= if�I � + �� > 1.0,"NO GOOD","OKI' LLl Fa Fb =0.432 b Check="OK" CHECK BARS TENSION 1 2 wl:= 48.lpsf = 8.83ft F 24ks 3.91in Mw 8 MW=469•Ibf•ft MW 22 j-d-Fs As.=0.069•in A,.= .31in ft SPACING OF BARS As ...... S=53.681-in '..• ; . .• As, ...... ...... . ...... .... . ..... ...... . .. ..... one 4 •Used #5 @ 48" . . . . ....% g2 consulting group,inc Job:alex RES Joaquin Montesind p.e Sheet M IU of 9725 sw 4 terr miami fl 33174 Calc by.jm_Da 08/814 ph/fax:786-2940032 Check by:jm Date: 08/8/14 lic:69969 COMBINED AXIAL LOAD & BENDING COMPRESSION FOR MASONRY WALL: VERTICAL LOADS : DATA: TRY"fc=1 @ jambs DEAD LOADS: TRY 1#6 office DL:= 21461bf WIND VELOCITY : 175MPH EXP :C ASCE? — 10 h:= 8ft LIVE LOADS: ZONE4: LL:= 01bf p,:= 54.9psf Maximun Calculated Axial Loads : P:= DL+LL P=2146•lbf Calculated Axial Stress: fa:= P 'An:_ 7.625in-7.625in 1 An An=58.141 • in fa=36.911 •psi The Allowable Compression Stress is: 0000.. fm:= 1500psi 8ft r:= 2.2in1 0000.. 0000.. . 0000.. h )';-n ...:.. Fa:= .25•fm• 1 — •••••• 0000 140•r . . 0000.. 0000 . 0000. Fa=338.569•psi •••�•• .•�••. ��•�•• Check Compressive Stress in Masonry '• . . . . •.•••• 0000.. . . 0000.. Mw-2 .. . :000 L lb= 0000 2 b•d •j -k j g2 consulting group, inc Job RES Joaquin Montesino p.e Sheet M of 9725 sw 4 terr miami fl 33174 Calc by:jm_Date: 08/814 ph/fax:78&2940032 Check by:jm Date: 08/8/14 lic:69969 LA T",al,aoe bwi BE 19@9 I:r gin L.= 16in wLni= 8fi to:= 1.25in d --.3 81:in b:= I+ S Ac:= I-d+ 2 •tfs Ac=40.48•int - 2' 2 Es:= 29000•ksi Em:= 900•fm As:= .44in 1 bar#6. As P L Ac w Pw•2 P=0.011 Es w 219.6.Of n: — Em n=21.5 :9.0:0 0000.. p•n=0.233 0000.. :0000. 0000:. 0000.. 1 2 Mw:= 8—w•h 0000.. 0000 . 0000. 60966. . 90 669.6 00'00' '.:..' 0090.. Mw= 1.757 x 103•lbf•ft . 666669 2 0 • : 0 . 606006 k:= 42.n• p+ (n• p) –n• p 0000.0 . 6 . 00 9 .6060. k=0.489 ..:. j = 1 – k 3 j =0.837 fb:= 2 Mw Fb:= 1 fm Fbd 2 j k 3 Fb=500•psi fb=443.784•psi Fa + F—b =0.997 g2 consulting group,inc Job lex RES Joaquin Montesin6 p.e Sheet M IW of 9725 sw 4 terr miami fl 33174 Calc by:jm_Date: 0 %814 8 ph/fax:786-2940032 Check by:jm Date: 08/8/14 lic:69969 CHECK:= 4-2L + Fa FbJ S 1,"ok","not good CHECK="ok" � check tension on reinE for fc4gb-lambs Ibf As':"..44in 2 Fs:= 24ksi w=219.6•— ft _ 1 2 _ Mw (8) w h j •d•Fs• 1.33 As=0.207•in2 i <As' ok! �= if(As S As',"ok","not good") CHECK="oke NOTE : USE 1#6 VERT. ...... . ...... .... . ..... ...... . .. ..... .. .. .... ...... . . . . ...... . . %*00: .. .... ` G2 Consulting Group Inc. Job:Ge is Res JOAQUIN MONTESINO. P.E. Sheet No. of 9725 SW 4 th TERR. Calcul by:JM Date: /22%14 Miami, FL 33174 Checked by:JM LIC#69969,CA 25882 Date:08rM14 OOD JQ15T-5 AT`FL00 WD : 3N 12" A 24" DATA !WD Xx 12° Q 24° 15outherri Plne_NO 2) b := 2An h := 11.5in 2 := b x h Area of 5ect3on J:= b 6h 5ection M0dUlU5 A 28.75 x int S = 55.1 x in 13ft 5pan of Beam DL := 26psf Dead Load • •••••• LL := 40pSf Live Load •..:.. • a := 24in Tributary Area •••••• •... • ..... .. •. .•.. ...•.. Loads : •• w := (DL+LL) x a w = 132,x lbf Total load •••••• ft • M := 8 x w x L2 Max Bendmg Moment M = 2788x IN x ft .V := w x 2 Max Shear Force V = 8n lbf G2 Consulting Group Inc. Job:Ge is Res JOAQUIN MONTESINO. P.E. Sheet No. of 9725 SW 4 th TERR. Calcul by:JM Date:08/22/14 Miami, FL 33174 Checked by:JM LIC#69969,CA 25882 Date:08/22/14 fb := M Max actual Bending S stress fb = 607 x psi f� := 3 x V Max actual Shear 2 A stress fv = ".77 x psi Fb := 975psi Tabulated Bending 5re55 for 5YP No.2 , See Table 45, NDS Fv := 175psi Tabulated 5hear 5re55 for 5YP No.2,5ee Table 45,ND5 E 1600ksi Modulus of Elasticity Adu5tment of Design Values CD :_ 1.0 Load Duration Factor • • CM := 1.0 Wet 5ervice Factor '••' :..•:. •• Ct := 1.0 Temperature Factor • .. .... . . . . .... . ..... CF := 1 Size Factor •••••• • •• ••i••' • • • • • •• •• •••• •••••• Cfu := 1 Flat Use Factor ;••;•; • . • • • •..•.• Ci 1 Incising Factor �' •• •" ' Cr = 1.15 Repetitive Member Factor Cf ;= 1 Form Factor ' G2 Consulting Group Inc. Job:Gervais Res JOAQUIN MONTESIMO.P.E. Sheet No. tet of 9725 SW 4 th TERR. Calcul by:JM Date.0 12?J14 Miami, FL 33174 Checked by:JM LIC#69969,CA 25882 Date:08/22/14 -Determine Stability Factor -Determine : FbE Euler based critical buckling for bending members KbE := 0.439 Ey .= E 1� := 2ft effective unbraced length (conservative value) le x h RB b2 RB = 6.645 FbE xE KbE 2 y FbE = 16 x ksi RB Fbg := Fb 2 • ' FbE FbE ...... 1 + 1 + '••' 0 • . •' Fbg Fbg FbE 00••00 :•0.0. 00.000 CL := 1.9 1.9 — F CL = 0.8943 00.:.0 • :00••: bg 000. 0 0 0 •••0•. 0.95 .000 0 • 90000 •00.0• 0 00 0.0.0 0 • • • 0 00 •• .•0• ••0000 0.••00 • 0 0 Fib := Fb x CD x CM x CF x Cfu x Ci x Cr x CL 0 00 00" 0.000• 0 0 0 :6000: 0.00 F'b = 1003 x psi Allowable Bending Stress -Checking Bending stress : checkl := if(fb <— F'b,"ok" , Not good" checicl = it- ok711 G2 Consulting Group Inc. Job:Gery is Res JOAQUIN MONTESINPO. P.E. Sheet No. of 9725 SW 4 th TERR. Calcul by:JM Date:08=14 Miami, FL 33174 Checked by:JM LIC#69969,CA 25882 Date:08/2214 -Checlung Shear stress F',v := Fv x CD x CM x Ct x Cl F'v = 175 x psi Allowable Shear 5tre55 check2 := if(fv <— F'v,"ok" ,"Not good" jCheCk2 = llokl- -Max deflection 3 I •— b x h Moment of Inertia 12 I = 316.85 x in4 5xwxL4 Omax ;= Max Deflection :...:. 384 x E x I ...... . ....% Amax = 0.167 x in ...:.. . • 9 •9006• .. •.... L ' p — — Allowable Deflection .•. .•• allow �— 240 •.'••' '•:•• 0•••• •.' 0000:• 696999 • • • • • 6696•. Qallow = 0.65 x in :••••• • . . . . ...... Control := if(Amax < Dallow,,"ok" ,"not good") Control _ "ok" > - r G2 Consulting Group Inc. Job:Gery is Res JOAQUIN MONTESINO. P.E. Sheet No. M of 9725 SW 4 th TERR. Calcul by:JM Date: 120-14 Miami, FL 33174 Checked by:JM LIC#69969,CA 25882 Date:08/22/14 WD JOISTS 2"x I O"(P I G° DATA - - --N-6-2) - -- - WD__: 2°x 10° Q 16° I (So-ut-hern Pme ,L:= 1AIn ,L:= 9.5in 2 ,A:= b x h Area of 5ectaon := b 6h 5ection Modulus A-= 14.25X in S = 22.56x in 4ft 5pan of Beam := 26psf Dead Load • 0000.. 0000.. , := 40psf live Load 0000.. 0000.. . 0000.. ,a:= 16in Tn Notary Area •••••• • 0000.. 0000 0000.. 0000 0 0000. 0000.• . •• 9600• .• •. 0000 Loads • • • • • 0000•• 0 •••••• • • (DL+LL)x a w = 88x INTotal load ....0. ft . . 000000 _ .. 0000 0000 M:= g x w x L2 Max Bending Moment M = 176xINxft V := w x L Max Shear Force ^'"^' 2 V = i761bf G2 Consulting Group Inc. Job:Ge is Res JOAQUIN MONTES113O. P.E. Sheet No. of 9725 SW 4 th TERR. Calcul by:JM Date:08IW14 Miami, FL 33174 Checked by:JM LIC#69969, CA 25882 Date:08/22/14 ;= M Max actual Bending S stress fb = 94x psi f := 3 x V Max actual Shear ' 2 A stress fv = 18.53 x psi F&:= 1050psi Tabulated Bending 5re55 for 5YP No2 , 5ee Table 45, ND5 &:= 175psi Tabulated Shear 5re55 for 5YP No.2,5ee Table 45,ND5 ,L:= 1600ksi Modulus of Elasticity Adustment of Design Values := 1.0 Load Duration Factor := 1.0 Wet 5ervice Factor • 1.0 Temperature Factor •• :...:. '. ...... . ...... 1 5tze Factor •••••• := 1 Flat Use Factor "'•'• •' •"" .. .. .... ...... . . . . ...... := 1 Incising Factor •••••• . .. . .... . . fal 1.15 Repetitive Member Factor ..:. := 1 Form Factor -Determine 5tability Factor G2 Consultingg Group Inc. Job:Gepis Res JOAQUIN MONTESINO. P.E. Sheet No,L&of 9725 SW 4 th TERR. Calcul by:JM Date:08/22/14 Miami, FL 33174 Checked by:JM LIC#69969,CA 25882 Date:08/22/14 -Determine : FbE Euler based critical buckling for bending members &:= 0.439 E&:= E Imo:= 2ft effective unbraced length (con5ervabve value) >e x h '= b2 RB = 10.066 KbE x Ey + := FbE = 7 x ksi RB 2 Fb FbE FbE)2 1 + 1 + _ Fbz Fbz FbE :000:0 _ _ • • • 0000.• ^ ^' 1.9 1.9 F L = 0.8807 •..' : . 0 .' bz •0000. 0 0000•• 0 .. ..0• 0.95 • •00••0 • 0 • 0•.000 0000 • • • 00.0.0 0 00 •00•.0• := FbxCDxCMxCFxCfuxCixCrxCL ••'.0• '00•' •' .000.0 •••••0 • 0 0 • • 0•.00• 00000• F'b = 1063 x psi Allowable Bending 0*08 •••••• Stress ..:. -Checking Bending stress : if(fb < F'b,"ok" Not good") checkl = "ok" r G2 Consulting Group Inc. Job:Ge is Res JOAQUIN MONTESWO. P.E. Sheet Noof 9725 SW 4 th TERR. Calcul by:JM Date: /2014 Miami, FL 33174 Checked by:JM LIC#69969,CA 25882 Date:08/22/14 -Checlang Shear stress Fes' , := FvxCDxCMxCtxC; F'v = 175 x psi Allowable 5hear Stress W= if(fv <_ F'v,"ok" ,"Not good"� Icheek2 = "ok" -Max deflection : b x h3 := Moment of Inertia 12 I = 107.17 x in4 _ 5xwxL4 Max Deflection 384 x E x I AMax = 0.003x in •••••• •••••• • •••••• • ^ Allowable Deflection .••••. :...�. • iWi11Gv'— 240 .... . .••.• ...... • .. ..... .. •• .•.• ...••• Dallow = 0.2 x inMud ..•... • .• if(Amax Dallow "ok" ,1enot good" •••• i •••• i•••• control = "ok" G2 Consulting Group Inc. Job:Ge��}}(( s Res JOAQUIN MONTESINO. P.E. Sheet No.q of 9725 SW 4 th TERR. Calcul by:JM Date: /22/14 Miami, FL 33174 Checked by: JM LIC#69969,CA 25882 Date:08/22/14 Design wood ledger Tnbutary Span : L:= 6.5ft ovw gravity : Gas:_ 66ps_ wg= L x Gd,ll wg=429 x plf -From ND5 2005 : Table I I E USE 3/4" DIAM.50LT ,law i- diameter of bolts tn,:= 9in Embedment depth in concrete is 1.5` Side member Size (two members) G :0.55 Bearing capacity of bolts : 6 Miu. b _0 S bolt perp. to gram. d 51pacmg of bolts on ledger(gravity) UJD LEDGER CONC.BM. 8501bf • • �capg'—= R, 0000•• g • • • 0000•• 0000•• • cap23776 x in •••�•• • 00.0•• g . 0000•• • • • 0000•• 0000 • • • • • • 0000•• 0000 • •0000 00000• • •• 00000 Shear parall. to grain • • .. .. .... ...... := 175p .0.: •� �. • • • . •000.0 000.0. • . • .00 04 . Check shear stress on wood ••: b:= 31n d:= 5.75in dimen5ion5 of wood led6jer(2-3N 101 A:= 2ft spacing between,Joi5t5 Vg:= w9 x s Vg=WM lbf G2 Consulting Group Inc. Job:Gervais Res JOAQUIN MONTESINO.P.E. Sheet No.0 of 9725 SW 4 th TERR. Calcul by:JM Date:08=14 Miami, FL 33174 Checked by: JM LIC#69969,CA 25882 Date:08=14 CHECKING BEARING STRESS ON WOOD V fy�fing:_ 9 actual bearing stress diam x b ,p =381333 psi_' IlePerp= 565ps allowable Compression stress perpendicular to grain Lk CHECK:= if(fbm,.jgg 5 fcperp,"good" ,"not good" CHECK="good" Combined Shear&Tension for HILTI := 31' Kwik Bolt 3 3/4110 x 9" Hilti Kwik Bolt 3 Ma:= Vg x e, Ma=214.5 x Ibf x ft FROM hilts Catalog noa Alowable shear&tension in Concrete. Tension on anchor: • • • Vg:= 6.17311(i TS:= 3.64Ki • • �•••�• •• _ Ma T=0.71 x Kip •••i•• • i••••s 7.25in ,••• • • • • • • Vua:= Vg V,,=0.858x Kip •• i•••i• 0•00•0 Tua:= T TIM=0.71 x Kip 9 0 • V„• — =0.139 IF<1 OK Otherwise re\A5e spacing or anchor size VS T� — =0.195 IF<1 OK! Otherwise MA5e Spacing or anchor Size TS ((Vua T„a Steel Stress:_ — + — VS TS G2 Consulting Group Inc. Job:Gery is Res JOAQUIN MONTESINO. P.E. Sheet No. of 9725 SW 4 th TERR. Calcul by:JM Date:08=14 Miami, FL 33174 Checked by: JM LIC#69969,CA 25882 Date:08=14 Steel Stress=0.334 Combined Check:= if(Steel Stress_< 1,"OK" ,"NOT GOOD.REVISE ANCHORS") Combined Check= "OK" Use Hilti Kwik Bolt 3 (D=3/4")x9" embed 121' •!•. • l.... • • • • • •••••• M®�� MIAMI-DADS COUNT Y PRODUCT CONTROL SECTION DEPARTMENT OF PERNOrMNG,ENVIRONMENT,AND REGULATORY 11805 SW 26 Sheet,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)3I5-2590 F(786)3154599 NOTICE OF ACCEPTANCE (NOA) ly W.miamidad& IDers/ Nu Vue Industries,Inc. 1055 East 290 Street Hialeah,Florida 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 PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series NVSNP,NV/NVTH,NVHC,NVSTA and NVHTA Steel Wood Connectors. APPROVAL DOCUMENT:Drawing No.NU-5,titled"Skewed Nail Plate,NV358&NV458 with Double NVTH Straps,NVTH/NVTHS Anchors&NVHC Hurricane Clips and NVSTA&NVHTA Heavy Duty Anchors with Seat",sheets 1 through 4 of 4,dated 04/15/2004,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 revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city+,Il v, ...... model/series,and following statement: "Miami-Dade County Product Control App6v;d'l,unlell, rwise • noted herein. 0.0.0 0 • •.•.•• RENEWAL of this NOA shall be considered after a renewal application has been J(gand flWe fps been:•••• no change in the applicable building code negatively affecting the performance of ff9lWWucV.••••• TERMINATION of this NOA will occur after the expiration date or if there has burr axevisiQn prghange•.•• in the materials,use,and/or manufacture of the product or process.Misuse of this MXas an enliblftment bT••;• any product,for sales,advertising or any other purposes shall automatically termirW a'ir's NOA.Failure to '. comply with any section of this NOA shall be cause for termination and removal oJNO,A. •••%• """ ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,awl�olloved"': 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 0 09-0721.05 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.12-OI30.35 Expiration Date:December 23,2014 �l2 Approval Date:April M 2012 Page 1 Na-Vue Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.NU-5,titled"Skewed Nail Plate,NV358&NV458 with Double NVTH Straps,NVTH/NVTHS Anchors&NVHC Hurricane Clips and NVSTA&NVHTA Heavy Duty Anchors with Seat",sheets i through 4 of 4,dated 04/15/2004,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 #04-OSIOL03" Test reports on wood connectors per ASTM D1761 by Product Testing,Inc.,signed and sealed by C.R. Caudel,P.E. Rwoft No Wood Connector Direction Date 1. PT#03-4482 NVSNP3 Downward 09/15/03 2. PT#03-4625 NVHCLJR Up&Sideways 01/21/04 3. PT#04-4641 NVSTA-24H Up&Sideways 03/17/04 4. PT#04-4698 NVTH24 Up&Sideways 04/15/04 5. PT#03-4590 NVTH26tNV458 Sideways 12/31/03 6. PT#04-4642 NVHTA-24H Up&Sideways 03/22/04 7. PT#03-4543 NVTH2O/NV358 Up&Sideways 12/19/03 C. CALCULATIONS "Submitted under NOA #09-0721.05" 1. Report of Design Capacities,dated 06/30/2009,sheets 1 through 12 of 12,prepared, signal and sealed by Vipin N.Tolat,P.E. "Submitted under NOA #04-0510.03" :••••• 0 0 0 0.. 2. Report of Design Capacities dated 04/27/2004,sheet 1 througt612,�repaed . signed and sealed by Vipin N.Tolat,P.E. •••••• •••••• 0000.. 0000.. 0000 D. QUALITY ASSURANCE •••••• 0000 . 0000. 1. Miami-Dade Department of Permitting,Environment,and R"aufy AfZaiim(PERU..- .. 09 ...6 0690.. E. MATERIAL CERTIFICATIONS :00:0: . 00 9 • 9 . 1. None. *00000 9.66.. '..' ..9. F. STATEMENT "Submitted under NOA #09-0721.05" 0000 1. Statement letter of code conformance,no financial interest and no change of product, dated 07/08/2009,issued,signed and sealed by Vipin N.Tolat,P.E. d �pM Carlos M.Utrera,P.E. Product Control Examiner NOA No.12-013L35 Expiration Date:December 23,2014 Approval Date:April 12,2012 E-1 6 l TABLE 2: NV358 — 14G Double NVTH Straps with 2 ply 18G seat TABLE 3. NV458 — 14G Double NVTH Straps with 3 ply 18G seat Assembly 14G Strop Dimension Total No. Total No My 114G Strop Dimension Total No. Total No. Product Product H of Fasteners of Fasteners Allowable Loads (lbs) rroduot Product H of Fasteners of Fasteners Allowable Loads (lbs) Code Code (Inches) In 2 Straps in Seat .... Code Code (inches) In 2 Straps UPM a L2 in Seat 10d x 3" 10d x 3" L1 t2 10d x 3' 10d x 3" NV358-12 NVTH18 12 8 8 2245 1961 1838 NV459-12 Mme 12 8 8 2245 2783 2078 NV358-14 WTH18 14 10 8 2525 2208 2088 NV458-14 WH18 14 10 8 250 3131 2338 NV388-18 Kvni2O 18 12 8 28011 2482 2208 NV458-16 NVTM 16 12 8 21103 3479 2597 NV358-20 NVYH24 20 14 8 3086 2897 2528 NV458-20 wni24 20 14 8 3089 3827 2857 NV358-22 NNMW 22 18 8 3387 2842 2758 NV4511.22 22 18 8 3387 4175 3117 NV3511-24 Ny1H2g 24 NV458-24 WTH28 24 NV358-25 NVhC30 25 NV458•-26 mvnm 25 MOW32 NVTN36 32 NV458-32 NVOW 32 NV358-44 NVTH48 44 NV4511-44 N7M48 44 Holes Wo.�ie" Notes: 1.Mkdmwn orbadment into comate 4•. 3'NV358 seeoghae tAe 2.Nd a are necesary In straps and sept to oddere destgn loads Oode 4 NNde WoSee Note ugh ehu1)fa5 force ow Irma plate on the opposite dds combined load. 4Ni NWS AeseytwoeNs 4 Holes Do 2Dr --t%+--• 18G Seat DetaS NV358 and NV458 MWOMMOM 3WNV358NO oarlfbrid�fbtbAls I 1e eJCNV4S9 v"R.TMAT.P8(CW4 Q�pse : FL Mit a s qtr s True-plate required sma wan t301l8TON.T8 77088 11• ••• •• bottom obord • . . . u—Vue kawi. 1,taa. • . . 0 2)v r .. •s3nts • East 29 S"O o . • . Retntoraeman� oawrx t• s'No4 •.• .• • .• Required ftom(305)684-0N7 Fos: (305)694.4= N4858 8e NY458 B11'EZ 1N)118i1B NYTS ST&8P8 • ••• •• ••• ••• �or Tie�famed°� Al►ti t3evtetorte: • • • • . • concrete fW Maeaay B: Sheet: VOU: ••• • •• • • •• • NU-51 g at 4 AM 15.9M duty 5.am • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• "-h 4 Tness pate roaetroa en ,1e. TABLE to VJIZ boltom chord to I*. Truss Anchors NVTH and Riveted Truss Anchors with Seat NVTHS RoMweemorAs Ho. o enem Maximum Allowable Load e Product L ngin S ( ) Code seat stro9p6 10d x�11. (in) .5e Uplift L1 L2 . doc auerx r H In » H 12 NYIH-16 NVTHS 212 18 14 5 1032 560 528 ,•g„ 'Q.,,_ 8 1222 671 630 M9i MR 4 jamF14 NV1H-18 NVTHS 214 18 14 7 1275 783 735 EMIL to Wdtea• NVTH-20 NVTHS 216 18 14 8 1329 783 735 NVTHS iX� Etta --W Conerelf,Tie Boman NVTH WO •�4dTABU 5 merry NM-22 NYTH5 2t8 18 14 9 1363 783 735 HURRICANE CUPS 10 1437 783 735 Product Gouge Fastaiars tOd x 1 i 20 NM-24 NV1HS 220 18 14 14 1490 783 73b Code Description Heoder '4M Uplift Lt L2 NVHgt HURRICANE CUP-RIGHT 18 6 6 626 263 333 22 NVTH-26 NVTHS 222 18 14 12 1544 783 735 NVHCL HURRICANE CUP-LEFT 18 6 6 M 253 338 13 is—go 783 735 -] Ta am a For Uplift, use two clips, one on each 24 NYTH-28 NVTHS 224 18 14 side to comply with section 2321.7 of the Fee e e e o 26 NYTH-30 NVTHS 228 18 14 0 0 , it >r ' 32 NVTH-36 NVTHS 232 18 14 NVHCLM. NVHCR 44 NVTH-48 NVTHS 244 18 14 n' o ai�a urnmf 2-•<MAN 21P o aame »� 0 e Holes 81•. fa] t8i s VMW N. TOIAT, I (CM) o FL REO. g 12847 hate�--»• dwre � 16188 LAIUFOW CF=K LANE NVTH, NYIHS088 HOIISPCB•i,TS 77088L2 :: •• ••• • • • • / Nu— ue ftiu 'les. Taa. • •i ••i i i o•i NWH •CR Lq^ 1066-1066 Best 88 8ktedt SCAB •• •• id�riRRoeme O J Pas:(M) SWIM 1tYTH/BY1'ti8 ANS&11M RUSI NIM CfIMPB •• • ••• 17N11$: meet: Dais: Revlslona: • VI--A-w—s-d • i•• • NU-5 Sof 4 AF A exn MY 8, SON • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 0 4 1! TABLE 6 TABLE 7 NVSTA—Heavy Duty Anchors with 140 NVTH Straps and 1 ply 20G seat NVHTA—Heavy Duty Anchors with 14G Double NVTH Straps and 1 ply 20G seat Assembly 140 Strap Dimension Total No. Total No, of Alm bly 1140 Strap Dimension Total No. Total No. of Allowable Loads lbs Product Product H of Fasteners Fasteners in Allowable Loads (Ibs) product Product H of Fasteners Fasteners In ( ) Code Code (inches) in Strap p 20 GA. Soot e s e Code Code (inches) in two Straps 20 GA. Seat s a a a 10d x 17� lad x lJr Lt L2 10d x 11¢° 10d x X u L1 L2 Ip NVSTA-12H NVTH18 12 5 8 1308 700 1049 NVHTA-12H NV1H16 12 10 8 1772 2078 10$0 1480 8 8 1428 780 1144 12 8 1994 2338 1181 1631 NVSTMI4H NVTH18 14 N1tITA-1414 NVIH18 14 7 8 1848 823 1 1258 14 6 2215 2598 1312 1812 NVSTA-18H NVRM 18 a 6 1884 887 1335 NMTA-18H NVTH2O 18 18 6 2437 2858 1444 1994 NVSTA-2014 NVTH24 20 9 6 1783 7 1430 NWTA-20H NVn424 20 18 8 2861! 3117 15711 2178 NVETA-22H NYIH28 22 —j—{ MTA-22H NVTH26 22 -127 o p I Notes NVSTA-24H NV0128 24IFF e o NVHTA-24H NVIH28 24 1. Nags are necessary in strops end not to aditewa, dosing loads. 2. See note 8,sheet 1 fee'combined loading. 3. Nola through dtorda shall not fares the truss plates. NVSTA-28H NVlt30 t!1 t NVHTA-281t NVTH� 28 4. For 5. For higghe r uplift loads, concrete shall be 3WO pot. 8. l3� on mtm 2300 psi oonaete. NVSTA-5214 NVnM 32 MTA-32H NVTH38 32 Nota OIo. NWA-401 NVTFM 44 HVICA-441 NVTH4t1 44 1Ya� 2018�It H NVSTA NVHTA 1211 throght 44H H 12H Uvoght 444"talm"WWAM Side t1 t e 4.WA. 1 tba=ZIwpOwlO bolds vMW N. TMM, PN (a vo 20 OA.Seat co mrete <' FL. RE-G.--�18v847 Apt Embedment wot B 2031- -, Belt Aeae)rtaeas� 1811 LAND I aasK LANE lAS H10H TTI 1 � W4FT . uPUF1 HaUMON, TK 77088 , - . . . . . . . . 1 �,. u— ue taa. too. • •• • ' • • • r lo5s-io5e soot t�at . Thmbonaft Maush Norma Ms =to Ph"MOM sell-ow .- bells boon lee.20 Reftromed '7 b NM do IMAHMWMWeNtBTo>ia 1rlTx sBAT L1 • • • TO:Nt%*• •:• •. Top 4 b26008 lite:Ll ReViadO»stt �� i i i • i•• i • i i� NU--15 4 of 4 Atm.te.amduly 3, 8009 • • IL- • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Approvals Florida Building Miami Dade County Code NOA# NVHTA Holden Double Strap New Miami Dade County NOA# Riveted Truss Anchor FL 599R4— 13-0206.17 Exp: May 22,2018 NVSTA Single Strap Deep Seat Riveted Truss Anchor Replaces 12-0130.32 NVHC37 5 Way Grip Clip AB Angle Clip H(E Stud Plate Ties NVTHJ26/28 Hip and Jack Hangers Florida Building Code Approved NVTA Truss Anchor Strap 1 il FL1 Cod NVTAS Riveted Truss Anchor Strap NVRT Flat&Twisted Rafter Ties www.floridabuilding.org NVBH24 Butterfly Hanger NVUH26 Joist Hanger NVTH Heavy Duty Single Strap NVTP+NVTPH Top Plate Florida Building Code Approved NVSO 236 Heavy Duty Face Mount Joist Hanger F #FL16294 NVJH 24-26-28 Joist Supports www.floridabuilding.org NVHC43+43/2 Hurricane Clips NVSNP3 Skewed Nail Plate ••; New Miami Dade County NOA# NV358 Double Heavy Duty ps Ath 2 Ply Seat'::' 12-0130.35 Exp: December 23,2014 NV458 Double Heavy Duty-Straps w1iff3'Ply Seal..;. FL2047-R4 NVTH Heavy Duty Sing18'3ftj) • Replaces 09-0721.05 • • i••••i NVTHS Heavy Duty Singlt~•.$t.p•ps wig O•K ..... WSTA 12H/48H Heavy Duty**Straps with 1 P134 Slat' \ NVHTA-12W48H Heavy Duty I)Sdble Strap'With 1 PlYSW NVHCL/R Hurricane Clips Right&Left •...;. ...... p 'x K d 4 2 ti 18 Ga. NVJH Joist S'upports 18 G NVJH JOIST SUPPORTS D1�e�on Allowable Loads(lbs.) Product Joist Headeroub le Single Fasteners c tyr�1000A u o Header � i�io Code W H BS Size Header Double Single Size Size Header Header Joist non* � e&Double gamer Headers NVJH24 15/8" 3W 3 2x4 2-2x4 2X4 6-10d 4-10d 2x6 2-2x6 2X6 6-10d x x 744 744 — 11h" 11/2" NVJH26 15/8" 5" 3 2x6 2-2x6 2x6 10-10 6-10d 2x8 2-2x8 2x8 10-10d x x 1240 1240 821 11/2" 11/2" NVJH28 15/8" 63/4 32x8 2-2x8 2x8 14-1 7-10d 2x10 2-2x10 2x10 14-10 x x 1736 1736 1079 2x12 2-2x12 2x12 11/2- 11/2 1 y" Y."1Notes: 1) All specified fasteners should be used on each of the connected members to achieve values indicated on the above schedule. ° � i ° 2) This table is based on Miami Dade County H ° s ` NOA#08-0828.02 and Florida Approval 2047R4. 0 o � BS ! I w NVJH 26 as shown • • NVJH 24&28 ••`.•• similar but with different holes • • • • •••••• • ••••% o 'NVS023616Gau a Hea :.... unt J . . Fasteners Allowable Loads(lbs.) • Joist Header •• •• 1 jr • •••• • Size Size Header •••:•: �`"''' •. Joist Gravity Uplift ° . ...... 2-2x8 14-10d1108 • ° •• :••••� 6–lOd 1758 9� •� 2x6-8 2 2x10 14-16d 6-16d 1875 ° 2 2x12 43/s"x 3" 1279 o 1& Le Screws 6-16d 800 1217 � ' ° " . Notes: 1) Use all specified fasteners in schedule to achieve values indicated. s 2) See General Notes,page 01. Q ° 3) This table is based on Miami Dade County NOA#08-0828.02 / 3 " and Florida Approval 2047R4. NVS0236 16 GAUGE BOLT HOLES 1/2"DTA NAIL HOLE 3/16"DIA PlateAnchors NVTP & NVTPH Size Product Code Gauge (inces) 98!" 2x4/4x4 NVTP4 20 3 5/8 2x6/4x6 NVTP6 20 5 5/8" 8" 2X8/4x8 NVTP8 20 7 3/8" 8- 2x4/4x4 NVTP4H 18 3 5/8" 8" 2x6/4x6 NV7P6H 18 5 5A" 8" 2x8/4x8 NVTP8H i I g" Total number of fasteners Product 10d x 1 1/2"Wind Code Max.Uplift Capacity 160%(lbs.) 6 8 10 12 NVTP 4, 6, 8 828 1087 1346 1605 NVTP 4H, 6H, 8H ' 938 1207 1476 1745 Notes: 1) See General Notes,page 01. 2) One half of all specified fasteners shall be used on each side of the stud to achieve tabulated values. 3) These tables are based on Miami Dade County NOA#08-0828.02 and Florida Approval 2047R4. I in" ` A 15/8"Tin Caps A _ Stud B O 2 x 4 Minimum °o 'i �i '. •s ••i••• ° Product Code: •••••• o o NVGC 158 (Corrosion L98131�tit- •••• ••s•• ° *NVTP 158 (Tin Plate) • Stud °0 32 GA, Galvanized and Tin Plate 2 x 4 Minimum 15/8"or 2"="A" 50 lbs per box 48 boxes per pallet • Galvanized Tags in compliance with FBC section 1519.5.1.1 *will rust 16 N VKT.Flat anal masted Rafter 1 ies 4 2 4 Product 16d Fasteners Maximum Uplift Load(lbs) Tfl- - Lem Code Gauge TOTAL m Flat Ties Twisted Ties 12 NVRT-12 14 8 4 725 724 ° 1" 10 5 861 860 1 �� ° 1-6 NVRT-16 14 12 6 998 996 1 � 14 7 1135 1132 ° 18 NVRT-18 14 ° 20 NVRT 20 14 NVRT Anchor Holes dio. A" 22 NVRT--22 14 e e e6 e e1" e s s e e s sa e - A 24 NVRT-24 14 ift LENGTH 101 HALF HALF 30 NVRT-30 14 Connected Connected to truss to wall 36 NVRT-36 14 48 NVRT-48 14 LENGTH NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry Product No. of 16d nails No. of 1/4"diameter Maximum Uplift Length Code Gauge to Wood Framing Tapcons to Concrete Load(lbs) 4 6 722 12 NVRT-12 14 5 7 856 16 NVRT-16 14 1 6 8 991 7 9 1125 18 NVRT-18 14 Bo not UPLIFT • Use circled4 ' • 20 NVRT 20 14 holes •• ` • • • 22 NVRT-22 14 •• '{ • • :...::.••. �oaevn�v..• . - t 24 NVRT-24 14 0 rTopcons ;: °..,:, •• �•• •• ••••• . . o '<; .. . . ..... 0 30 NVRT-30 14 f • o ....�. 0 . ... 36 NVRT-36 14 0 ' w tr `•••�• o �.. .. 3 0 -Tt�" • • :••••: 48 NVRT-48 14 0 :"' • 2j" Min. edge distance See Note#3 Reinforcement required Notes: 1) ITW tapcons shall be embedded a minimum of 1 1/4"into re seam formed with concrete filled masonry or concrete tiebeam or tiebeam formed with concrete filled masonry. concrete tie beam ITW tapcons shall have a min. edge distance of 2 1/2"and minimum spacing of 1 1/2"as shown. 2) See General Notes,page 01. 3) All tapcons must be in the same row space at 1 1/2"on centers.Do not use holes in the opposite row. Stap must be long enough to accommodate required tapcons. 4) Tables are based on Miami-Dade NOA#08-0326.11 and Florida Approval 599R4. 8 �kt 1150 E. ATLANTIC BLVII ACCURATE LAND SURVEYORS, INC. TEL. (954) 782-1441 POMPANO BEACH FLORIDA 33060 P, L.B. #3635 SHEET 1 OF'21 FAX. (954) 782-1442 TYPE OF SURVEY: BOUNDARY JOB NUMBER: SU-11-0991 & TOPO 13-1079 LEGAL DESCRIPTION: LOT 3 OF CORRECTED PLAT GOLF VIEW ESTATES,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 41, PAGE 58 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA ADDRESS: 10601 NE 6TH AVENUE MIAMI SHORES FL 33138 FLOOD ZONE: X BASE FLOOD ELEVATION: N/A CONTROL PANEL NUMBER: 120652-0306-L EFFECTIVE: REVISED: 9/11/2009 LOWEST FLOOR ELEVATION: SEE SURVEY GARAGE FLOOR ELEVATION: SEE SURVEY Lam w LOWEST ADJACENT GRADE : SEE SURVEY HIGHEST ADJACENT GRADE : SEE SURVEY REFERENCE BENCH MARK: DCBM# D-159, 3250W ELEV: 10.32'NGVD CERTIFY TO: 1. PETER A. CARUSO 2. ICE 3. 0�f 4. 5. 6. COPY NOTES: S E A 4 1. THIS SURVEY CONSISTS OF A MAP AND A TEXT REPORT. ONE IS NOT VAUD WITHOUT THE OTHER. 2. OWNERSHIP OF FENCE AND WALLS IF ANY, NOT DETERMINED. NOT VAUD WITHOUT 3. THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON. TO BE VAUD ONE YEAR THE SIGNATURE AND FROM THE DATE OF SURVEY AS SHOWN HEREON. THE ORIGINAL RAISED A CENTRAL ANGLE SEAL E A FLORIDA o LEGEND OF ABBREVIATIONS: LICENSED SURVEYOR A ARC LENGTH O DO AND MAPPER. CB - CHORD BEARING 1 R RADIUS OR+- ELEVATIONS BASED ON NGVD 1928 D.B. DEED BOOK RMV - RIGHT OF WAY 80.FT. . SQUARE FEET MAINT. MAINTENANCE CLF CHAIN LINK FE* NCE - POINT OF CURVATURE P.C.P. . PERMANENT CONTROL POINT B.C.R. = BROWARD COUNTY RECORDS WF - WOOD FENCE P.T. POINTOF TANGENCY P.B.C.R. PALM BEACH COUNTY RECORDS D.C.R. - DADE COUNTY RECORDS BLVD. - BOULEVARD WM = WATER METER P - PLAT P.B. - PLAT BOOK AD - ASSUMED DATUM OH = OVERHANG N&D = NAIL&DISC O.R.B. OFFICIAL RECORDS BOOK I.M. = IRON PIPE N - NORTH P.O.C. - POINT OF COMMENCEMENT F.F. - FINISHED FLOOR I.R. • IRON ROD S SOUTH P.O.B. POINT OF BEGINNING ENCH. ENCROACH P.R.M. - PERMANENT REFERENCE MONUMENT E = EAST A/C AIR CONDITIONER —X—X—X—X— - CHAIN LINK FENCE N.G.V.D. NATIONAL GEODETIC VERTICAL DATUM W - WEST FND. - FOUND j'A -M—/f— - WOOD FENCE U.E. - UTILITY EASEMENT B.M. - BENCHMARK CHATT. - CHATTAHOOCHEE - METAL FENCE D.E. DRAINAGE EASEMENT FH - FIRE HYDRANT F.P.L. - FLORIDA POWER&LIGHT A.E. - ANCHOR EASEMENT Ws - OFFSET ELEV. - ELEVATION . PVC FENCE GAR. GARAGE SEC. - SECTION% MH - MANHOLE --i I—I i—i I-- - CONCRETE FENCE CIL - CENTERLINE TWP. - TOWNSHIP ESMT. - EASEMENT - CONCRETE WALL m MEASURED RGE. RANGE ELEC. ELECTRIC = WIRE FENCE LP LIGHT POLE ti 1150 E. ATLANTIC BLVD. ACCURATE LAND SURVEYORS, INC. TEL. (954) 782-1441 POMPANO BEACH FLORIDA 33060 L.B. #3635SHEET 2--OF-2-1 FAX. (954) 782-1442 6th AV -17 = - .7 RIGHT*OF WAY' MANHOLE 0-,: 70 W. RIM P AVE MEkT'-". 13.24' VALLEY G61TTEW-. 5' C.L.F. -'-' FOUND 1/2 7.9' N. IRON ROD 2.05' E. (NO ID) 113-43L.P. 94.00' ANCHOR L5' WALK..R ELEC.-ME T9k.7777u:WATER METER; :. -. P:P. 220.89* 'Y q WALL P.P. A 0.6, 1.5' PALM FOUND NAIL & DISC. 6f LIC. (B fB (B 0.6' In 0.6 0.6' 0.6, • 2' EUREKA #907 E-4 C!PALM PALM PALM PALM PALM CLUSTER 2' PALM .--q�� LOT FOUND 1/2- -.0P 11 IL CLU TER 1).50' X 1, RC YAL '1' ROYAL EUREKA IRON ROD ry PALM (NO ID) PALM, CLUSTER 4L ' 10.72', E-1 l 8'05 _C•0" �,�n /21'2W'0, 10/ /20.75'//, 62016D12' ONE STORY �4'�qSTfS11 J 2.8- OAK C. m '% RESIDENCELEE 110601 / I - 0.6, F F . 0.6, 0 (FRONT DOO'R=15.11'NGVD) co, PALM 0 SEPTIC (REAR DOOR=14.59'NGVD) �04 0 C) 0 TANK Cb 04 00 .0 6 11' 0.6, OV LO El 10.91, 14.5 PALM 0 r-I . Aj 5 1B 4 OAK STEPS 0.5fB 0.6' A<D/ MAGNOLIA PALM 2' MANGO 10 0.6, 10 PALM UT-W 0.6'10 PALM N 0.6' UNKNOWN 3' MANGO PALM(3 TREE lt/p I 'il MAGNOLIA PAL UNKNOWN E N E 00 c" WALL 0.25' N. 2' MANGO N. IA 5' C.L.F. 90 0.50' TREE A. 90, 2.45 N. 9 1.2' W. FOUND 5/8' IRONROD RON ROD FOUND 5/8 ( 0 ) 94.00' IRON ROD (NO ID) IN CONC. 0.44' N. PLAT LIMITS 0.68' E. .0 GOLF COURSE DENOTES ELEVATIONS BASED ON N.G.V.D. 1. unless otherwise noted field measurements are In agreement with CERTIFICATION: record measurement. This is to certify that I have recently surveyed the 2. Bearings shown hereon are based on an assumed bearing of property described in the foregoing title caption and n/o have set or found monuments as indicated on this 3. The lands shown hereon were not abstracted for ownership, rights sketch and that said above ground survey and of way, easements, or other matters of records by Accurate Land sketch are accurate and correct to the best of my Surveyors, Inc. knowledge and belief. I further certify that this 4. Ownership of fences and walls, if any, are not determined. survey meets Minimum Technical Standards under 5. This survey is the property of Accurate Land Surveyors, Inc., and Rule 5J-17, adopted by the Florida Board of Land shall not be used or reproduced In whole or In part without written Surveyors. October 1st, 2009. authorization. 6. This survey is made for the exclusive use of the certified hereon, to be valid one year from the date of survey as shown hereon. 7. This survey consists of a map and text report, one is not valid without the other. 8. Under ground locations should be verified before design or build C) S A 4 by underground location specialists NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. REVISIONS DATE BY ROBERT L. THOMPSON (PRESIDENT) UPDATE SURVEY SU-13-1079 04-08-13 AL/RLT PROFESSIONAL SURVEYOR AND MAPPER No.3869 - STATE OF FLORIDA DATE OF SURVEY DRAWN BY SP CHECKED BY RLT FIELD BOOK 11-0991 1 SCALE 1"= 30'1 NMUMSCOHSU-11-0991 04-13-111 1