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RC-17-1880Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 501 NE 92 Street Miami Shores, FL 33138- Owner Information Address Permit Permit NO. RC-7-17-1 880 Permit Type: Residential Construction Work Classification: Alteration Permit Status: APPROVED Issue Date: 10/13/2017 Expiration: 04/11/2018 Parcel Number 1132060141120 Block: Lot: 501 NE 92 Street MIAMI SHORES FL 33138- 501 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone FLORIDA ONE GENERAL CONTRACT (305)505-4015 Applicant LIZA ROSE CIRALDO Phone Valuation: Cell $ 11,040.00 Total Sq Feet: 1250 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: INTERIOR RENOVATION NEW FLO Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: INTERIOR RENOVATION NEW FLO Classification: Residential Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $500.00 $7.20 $4.97 $3.32 $2.40 $5.00 $331.20 $120.00 $120.00 $69.00 $9.60 $1,172.69 Pay Date Pay Type Invoice # RC-7-17-64658 10/13/2017 Check #: 001779 $ 1,122.69 $ 50.00 07/24/2017 Check #: 1748 $ 50.00 $ 0.00 Bond #: 3525 Amt Paid Amt Due Available Inspections: Inspection Type: Fill Cells Columns Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Review Planning Review Mechanical Review Plumbing Review Electrical Review Electrical Review Building Review Building Review Building Review Structural Review Structural In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: (.certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nybzoni4T Futhermore, I authorize the above -named contractor to do the work stated. � 1 \ Authori;e/3 Signature: Owner / Applicant /( Contractor / Agent uildixig Department Copy October 13, 2017 October 13, 2017 Date 1 DESIGNER: Architect/Engineer: Address: ' 0 ' / AJ Value of Work for this Permit: $ Type of Work: El Addition ArlY -BUDDING_ PERMIT APPLICATION PY4IBUILDING ❑ ELECTRIC ❑.P_LUMHING. _.❑.MECHANICAL JOB ADDRESS: ( A L ` z S / City: Miami Shores County: Folio/Parcel#: I / SW6 _ 0/ y - h / Z 0 Occupancy Type: Load: Construction Type: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 -Master Permit: Sub Permit No. RECEIVED JUL Q-44-12n 4 l0 FBC 20<<-{ 12-C 188C7 ❑ ROOFING D REVISION ❑ EXTENSION ❑RENEWAL ❑PUBLICWORKS . ❑_CHANGF OF ❑_CANCELLATION ❑..SHO.P CONTRACTOR DRAWINGS Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): j1A V1 ` 4 ` do Address: tSO 1c N f ¶l- h' k City: l (0-‘,;5 (A6tti State: Phone#: 1, ' 1 9 Zip: S 3 I.? Tenant/Lessee Name: Phone#: Email: _ / r 1 dvi a,k oW� Gc -tQ� C � z' C /" CONTRACTOR: Company Name: I GU�Y� cAelim Phone#: 3 5r 5Th5-- y/d/'S Address: Z 70c CW ('2CZ (1 02 City: P /%/ / State: r/- Qualifier Name: /2e)3k-- Zip: 4f--/ Phone#: 3 D f-5-65-- Lf0/5- State Certification or Registration #: C., C- / ) ZQ6 7 C Certificate of Competency #: 3C5-2/6-%LH Zip: .3 (3C 2.0 e- ( ck/oc.cz (�-%,f�'-�City: :7 / 7 ,-,�, 6' ! ,' Q,�Square/Linear Footage of Work: ef Alteration ❑ New ❑ Repair/Replace Phone#: S State: l) ❑ Demolition Description of Work: -� Nh(Z(0(2 Specify color of color thru tile: Submittal Fee $ 11,3) ' v� Scanning Fee $ C Permit Fee $ = 2-0 CCF $ - `?- CO/CC $ R›d " CZ) Radon Fee $ 3 <-- DBPR $ f ' �� Notary $ Technology Fee , Structural Reviews $ k2s3 " (Re ido2/24/2ot4. Training/Education Fee $ Double Fee $ CO O Bond $ 900' (--A TOTAL FEE NOW DUE $ �`- 4- . 12'G9 ti Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip application-is`hereby made to cibtairi a perrriitto d"o the work- and instillations as indicated-. rcertify-filar no work- orinstallation`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 applicablelavuss,reguiatangcorn-str-uction-andzoning. "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 -touithunC OT Z oattMtN't Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the iifspeetivre=bvill rret'bt- ippioved be-ehdifed: Signature t( f 1' g"le (1//rZLG7^'' Signature OWNER or AGENT The foregoing instrument was acknowledged before me this The f' egoing instrmcnt was acknowledged before me this J S day 6: of- 4_f AQ , 20 __ . by CI,,JO� day • ' , 20 , by , who is personally known to ()NoIl o ert f i erinvho is personally known to me or who has produced 1 i (y� 11.5.Qi as identification and who did take an oath. NOTARY PUBLIC: me or who has produced as identification and who did take an oath. NOTARY PUBUC: Sign: U , Print: Seal: I ;•e"": SUSANA C. FERNANDEZ '" MY COMMISSION # FF993291 l'„wer EXPIRES May 17, 2020 -0753 floriOaNoury - com (407) 398 „e,.1cVYt C �/it -e P'L APPROVED BY Sign: Print: Seal: Plans Examiner CONTRACTOR !""�: •`' ; MAHARAI K. G(7AI F7 M r CO MI # GG 044602 EXPIRES: Nove„ Notary Public Underwriters Zoning Structural Review Clerk (Revised02/24/2014) J & M Electrical Contractors, Inc. 1408 NE 2nd Ave Fort Lauderdale, Fl 33304 Cell: 305 297 6428 Fax: 877 926 7466 E-mail: mike@jandmelectric.org EC13003702 Proposal 8/15/2017 To: Florida 1 GC Robert Fleming Job: Ciraldo Residence Miami Shores Rough in and trim switches and receptacles. Supply and rough in S/D. Connect to power HVAC equipment. Supply and install outdoor emergency lights. Supply and install garage fluorescent lights. Install all other lights. Not included: Permit fees Supply of light fixture package (exept emergency and garage lights) Price: $ 9,725.00 STATE LICENSED AND INSURED CAC056292 Plll cchaaicat LC Air Conditioning Contractor "SALES, SERVICE & INSTAL LAT ON - Revised DATE: May 17, 2017 We, the firm of Chanin Mechanical, L.C., propose to furnish, install and service the air conditiox ing and heating system for: Dr. Ciraldo Job located at: 501 Ne 92nd Street - Miami Shores — Florida In accordance with following conditions and specifications: PH: 305-865-1729 FAX: 305.864-1354 1965 71s'. STREET MIAMI BEACH. FL33141 EQUIPMENT TYPE: Option #111: Carrier -3 Ton - 2 Speed - Seer 17.0 - Total BTUs 36,000 Qty III Condensing Unit - Model # 24ACB736A003 Qty (1) Air Handler Unit - Model # FV4CNFOO5 - Variable Speed With 8 KW Heater Option #121: Carrier - 3 Ton - Single Speed - Seer 16.0 - Total BTUs 35,200 Qty (11 Condensing Unit - Model # CAI6NA03600 Qty )11 Air Handler Unit - Model # FX4DNF049L - Soft Start Soft Stop With 8 KW Heater Option #131: Ruud / Rheem - 3 Ton - Single Speed - Seer 16.0 - Total BTUs 36,000 Qty (1) Condensing Unit - Model # RA1436AJ1NA Qty (1) Air Handler Unit - Model # RHIT3621MTAN - Soft Start Soft Stop With 8 KW Heater LOCATION OF EQUIPMENT: Air Handler to be installed in front bedroom closet on an aluminum stand with a built in filter rack, Condensing Unit to be installed on existing outdoor foundation PIPING: Will install new Freon line according to factory's recommendations WIRING All high and tow voltage wiring by Purchaser MISCELLANEOUS: Qty 111 Condensate galvanized secondary drain pan Qty (11 Condensate overflow safely switch Qty (11 Digital heat and cool thermostat DUCTWORK: All duct work to be fiberglass board and flex. All exhaust ducts to be metal. Will install a total of (7) supply vents, (2) transfer grills, (2) bath exhaust fans duct thru eve and demo. Note, will use existing return air grill and front bedroom RESPONSIBILITY Each party as indicated will assume the following responsibilities; PURCHASER / SELLER Delivery, uncrating, assembly and erecting: X Equipment Foundation :(as described): X Duct/Work (as described): X Duct Insulation: N/A Supply & Return Outlets X Electrical Service: X Wiring to Building Panel: X Wiring Disconnects: X Wiring of Air Conditioning Control System: X Cutting Concrete Holes: X Redecorating, Painting and Minor Patching: X Piping (as described): X Local Permits and Licenses: Please See Note Last Page. X Miscellaneous: Final Roof Seal X Miscellaneous: Test & Balance Report X Miscellaneous: Fire Rating X Miscellaneous: Temporary Roof Seal: X Miscellaneous: Mechanical Drawings for Permitting X Miscellaneous: Drain Line X Miscellaneous: Structural steel to receive roof curb. N/A Initials: 1 A__ WORKMANSHIP: Our work will be performed in the most professional manner and in compliance with existing governing codes and regulations. WARRANTY AND SERVICE: 1. After installation, our qualified representative will start and test the equipment and also provide instructions on the use of the equipment. 2. All equipment, material and labor furnished by Chanin Mechanical, L.C., will bear a one-year warranty from the date of installation, against defects in workmanship and material. The Manufacturer's warranties are limited solely to famishing replacement equipment or parts, freight prepaid, upon the manufacturers inspection. Copies of the manufacturer's warranties are available to you and will be supplied upon installation of the equipment. 3. We will provide service under this warranty promptly during our normal working hours. Warranty service does not include maintenance such as filters, parts or fuse replacement. GENERAL: 1. During installation we will take all reasonable precautions to protect all persons and to avoid damage to property. 2. We will not be liable for damages in the event of delivery or installation delays, which are due to causes beyond our control. 3. Title to the equipment remains with Chanin Mechanical, L.C., until all sums due to Chanin Mechanical, L.C., have been paid. 4. It is understood that this proposal sets our entire agreement and is entered into by Chanin Mechanical, L.C., as an independent party and not as an agent of the manufacturers. S. This proposal will become a contract between Chanin Mechanical, L.C., if accepted by you, and thereafter approved in writing by our duly authorized representative. 6. The proposal will be considered valid until: 30 days. 7. In the event of defaults of any term or conditions of this contract, SELLER shall have the right to take immediate possession of the equipment. It is agreed that the SELLER will retain title to the equipment or materials furnished until final payment is made, and if settlement is not made as agreed, the SELLER shall have the right to remove same and the SELLER will be held harmless for any damage resulting from removal thereof. In such an event, the full amount of the purchase price shall become due and payable forthwith. Any and all amount paid shall be retained by the SELLER as liquidated damages and not as penalty: Initials: In the event of default by purchaser, purchaser agrees to Seller's reasonable Attorney's fees and cost incident thereto. A finance charge of 1-1/2% per month will be applied if account is not paid in full within 30 days. Seller shall not be responsible of any delays in delivery of installation as a result of strikes, fires, floods, acts of God, or any other causes or acts of nature beyond the control of the Seller. INSTALLATION SCHEDULE: 1. The equipment will be ready in approximately days from the date of our approval oof this contract. t) LCG itt nk . IC-V1 e N/ • TERMS: Contract Amount: (Option # T1 SI1,040.00 Less Curtsey Discount of S615.00 Total S10,425.004..." Option # 12: S9,280.00 Less Curtsey Discount of S515.00 Total S8,765.00 Option # 131: S8,825.00 Less Curtsey Discount of S490.00 Total S8,335.00 pill bN :1 Note: • 10 Year Factory Warranty on Compressor and Parts if registered by purchaser online. • The cost for local permits and processing fees will be billed separate from the contract price. • Existing return air grill will remain Drew Chanin, President ACCEPTANCE: The proposal is accepted by: U , """" vale: S %Z..Z.1-L 11— DEALER APPROVAL: This contract is approved by . Date: (Title: ) Miami Shores Plumbing 900 NW 144th Street Miami FL, 33168 P.305-751-2446 Estimate Date Estimate # 8/21/2017 1210 Bill to: Florida One General Contractors Inc. Project 501 NE 92nd St Qty Description Rate Total RE: 501 NE 92nd street Plumbing Miami Shores Plumbing will provide the following services: 1. MSP will run new sanitary lines as per plans using sch 40 PVC and DWV fittings. 2. MSP will run new hot and cold water lines in L copper and sweat fittings as per plans. 3. MSP willrun new condensate line as per plans. 4. MSP will re -locate shower and lavatory in guest bath. 5. MSP will not provide fixtures. 6. MSP will not be responsible for the condition of any and all existing water and sanitary pipping 7. Permit included Contract Price i 11,856.00 0.00 11,856.00 Total $11,856.00 7/24/2017 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-014-1120 Property Address: 501 NE 92 ST Miami Shores, FL 33138-3156 Owner LORETTA CIRALDO LIZA ROSE CIRALDO Mailing Address 501 NE 92 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/1/1 Floors 1 Living Units 1 Actual Area 1,586 Sq.Ft Living Area 1,250 Sq.Ft Adjusted Area 1,414 Sq.Ft Lot Size 9,600 Sq.Ft Year Built 1950 Assessment Information Year 2017 2016 2015 Land Value $287,807 $240,217 $230,397 Building Value $98,414 $98,414 $98,414 XF Value $25,782 $26,100 $17,194 Market Value $412,003 $364,731 $346,005 Assessed Value $401,204 $364,731 $346,005 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $10,799 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 2 PB 10-37 LOT 10 & W1/2 LOT 11 BLK 57 LOT SIZE 75.000 X 128 OR 19774-0084 06 2001 1 COC 24550-4808 05 2006 1 Generated On : 7/24/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $0 $0 $0 Taxable Value $401,204 $364,731 $346,005 School Board Exemption Value $0 $0 $0 Taxable Value $412,003 $364,731 $346,005 City Exemption Value $0 $0 $0 Taxable Value $401,204 $364,731 $346,005 Regional Exemption Value $0 $0 $0 Taxable Value $401,204 $364,731 $346,005 Sales Information Previous Sale Price OR Book - Page Qualification Description 03/30/2017 $530,000 30484-3021 Qual by exam of deed 05/31/2013 $400,000 28658-3650 Qual by exam of deed 02/17/2012 $100 28094-4479 Corrective, tax or QCD; min consideration 06/22/2010 $100 27334-3198 Corrective, tax or QCD; min consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 4y k iami Shores 'h` illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel; (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations_ No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to; work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: 4\ Owner State of Florida County of Miami -Dade 1 The foregoing was acknowledge before me this 2,4 day of 3—() 1, 20 I By ' a.,03C, C 1 (ado who is personally known to me or has produced -P1 l i cons-Q Notary: SEAL: as identification. i MAHARAI K GONZALEZ MY COMMISSION # GG 044602 EXPIRES: November 2, 2020 Bonded Thru Notary Public Undenxriters i 37.50': cn 37.50' j0 z• -n: • •.. < • 24.70' N.E. 5th. AVENUE PARKWAY 40.10' n1 22' NOO°08'35"E NOO°00'00"E 102.64'(M) 102.50'(R) 127.50'(R&M) S00°00'00"W 1 "=20' 6' W/F w VAT b4 6' W/F 0 —� :•:: z• �r�n Oro: ABBREVIATIONS: SV (SIDEW4LK.CBS=CONCRETEBLOCKSTRUCTURE.CLF=CHAINLINKFENCEPL=PROPERTYUNE,DUE=DRAINAGEUTILITYEASEMENT,IP=IRON PIPE- •. F=FOUND, A/C=AIR CONDmONER PAD. P/C=PROPERTY CORNER D/H=DRILLED HOLE, VHF=V.000EN FENCE, RES=RESIDENCE CL-CLEAR, RB=REAR, UE=UTILITY EASEMENT CONC-CONCRETE SLAB. RNV=RIGHT OF MAY, DE=DRAINAGE EASEMENT. C/L=CENTER LINE. O=DIAMTER, TYP=TYPICAL, M=MEASURED. R=RECORDED. ENCR=ENCROACHMENT, COMP=COMPUTER, ASH=ASPHALT, N/D=NAIL & DISC, s=SET, FEE=FINISH FLOOR ELEVATION. i O/S=OFFS ETP/P=POV\ERPOLE, OHP=OVERHEADPOVAERLINE,1AM=VA4TERMETER .-V%OOD FENCE= MA30NRYVALE=I I 1 I I I 1 1 1 I ELEVATION BASED ON LOC. # 3250 SW N6T Va 1 In l INI FSS FMROSS FP WITH == CONCRETE=• . MAINTENANCE BDRAINAGEEASEMENT=M&D_E CBM# N-6(n-R ELV. 8.111 TYPEOFSURVEY: BOUNDARYSURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. •3) THE SURVEY DEPICTED HERE IS NOT . COVERED !BY PROFESSIONAL LIABILITY INSURANCE.. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT.. 5). UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL• DATUM_ OF 1929_ 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL RES i KICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THEPUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IFANY, AFFECTING THIS PROPERTY Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE.OF-SA1D Pe- ' PAGE LOCATION SKETCH SCALE: NTS N.E. 5th. AVENUE • • • • c, •• • •••.••• • • • • • • ••••- •• • • • • • • • • :4 • • • •, • .• • • _. •- . •. • _ • • • • • • •• .,•R4CElli.: b • • • • • • • : • .JUL 2432. • , • • • •.. •• •- .•. • • • Property Address: 501 N.E. 92nd St., Miami Shores, FL. 33138. Legal Description: Lot 10 and the West 1/2 of Lot 11, Block 57, MIAMI SHORES SECTION 2, according to the Plat thereof, as recorded in Plat Book 10, Page 37, of the Public Records of Miami -Dade County, Florida. I HEREBY CERTIFY That the survey -represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ. REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 SINCE 1987 . BLANGO SURVEYORS INC. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865-1200 Email: blancosurveyorsinc@yahoo,com Fax: (305) 865-7810 FLOOD ZONE: X PANEL: 0306 DATE: 5/3/17 • SCALE 1" --- 20' SUFFIX: L COMMUNITY # DWN. BY: F. Blanco • DATE:9/11/09 BASE: N/A 120652 17-453 I.U4. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance program OMB No. 1660-0008 Expiration Date: November 30, 2018 ELEVATIO * CERTIFICATE Important Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and al attachments for (1) community official, (2) insurance agent/company, and (3) buiidng owner SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number LORETTA CIRALDO & LIZA ROSE CIRALDO A2. Budding Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIL Number P 501 N.E. 92 ST. City State ZIP Code •• • • • • • • • • • • MIAMI SHORES Florida 331$t3. • A3. Pr Description Legal Descip 'etc.) • •• • Property(Lot and Block Numbers, Tax Parcel Number, lion, •. • LOT 10 AND THE WEST 112 OF LOT 11, BLOCK 57. . A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL • • ... • : • .. • • A5. Latitude/Longitude: Lat. N25'51'36.10" Long. W80'111297" Horizontal Datum: r.1.NAD 1922 irr NAD 1 •• A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insura .: •: • • • • • A7. Building Diagram Number 8 . • • • • • or enclosure(s): A8. Fora building with a rrawlspace - .. • • • • • ••• •• a) Square footage of crawispace or enclosure(s) 1414.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 15 c) Total net area of flood openings in AB.b 1920.00 sq in d) Engineered flood openings? I Yes D No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade NIA c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? j] Yes Ej No - SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION BI. NFIP Community Name & Community Number B2. County Name 83. State VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE Florida B4. Map/Panel B5. Suffix 136. ARM Index B7. FIRM Panel B8. Flood B9. Base Flood Etevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Dale 12086C0306 L 09-11-2009 09-11-2009 X N/A 510. indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89: j] FIS Profile j]X FIRM 0 Community Determined j] Other/Source: B11. Indicate elevation datum used for BFE in Item 89: j} NGVD 1929 [J NAVD 1988 j] Otter/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? j] Yes El No Designation Date: j] CBRS j] OPA FEMA Form 086-0-33 (7/15) Replaces all orevious editions. Pram Pour. 'i ref Fw ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or :P.O. Route and Box No. 501 N.E. 92 ST. Poky Number: City State ZIP Code MIAMI SHORES Florida 33138 Company NAIC Number SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) CI. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* jJ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: N-603-R Vertical Datum: NGVD 1929 •• • " • ...• Indicate elevation datum used for the elevations in items a) through h) below. • .. • •• ... • . • j ] NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: ' • • Datum used for building elevations must be the same as that used for the BFE. • • •SACrk the irtviserpmentUsed. • a) Top of bottom floor (including basement, aawlspace, or enclosure floor) 10.80" 0 feet' 17] mete ': • • . b) Top of the next higher floor 1 Z.3s .. rj fee:.: o meters c) Bottom of the lowest horizontal structural member (v Zones only) WA: • 2 feet ❑ meters • . ILIA . x❑ fee: " ❑• meted . d) Attached garage (top of stab) • e) Lowest elevation of machinery or equipment servicing the building 1051 (Describe type of equipment and location in Comments) feet •meters f) Lowest adjacent (finished) grade next to building (LAG) 10.20 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 10.50 n feet ❑ meters h) Lowest adjacent grade at west elevation of deck or stairs, including lowest structural support N/A j=1 feet 0 meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate repne ants my best efforts to interpret the data available. ) understand that any false statement may be punishable by fine or imprisonment under 18 U.S Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes 0 No ❑ Check here if attachments. Certifiers Name License Number ADIS N NUNEZ 5924 '/3/17 # 924 , b :: Title REG. LAND SURVEYOR Company N e BLANCO UR ORS INC Address 555 N ORE DR City State ZIP Code MIAMI B C Florida 33141 Signature Date Telephone Ext. �--- 05-03-2017 (305) 865-1200 Co pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. 1 Comments (inducting type of equipment and location, per C2(e), if applicable) LATITUDE AND LONGITUDE OBTAINED USING A GARMIN DEVICE. C2.e) A/C ELEVATION. CROWN OF THE ROAD ELEVATION: 10.20' ON CENTERLINE ON CENTER OF ROAD. BIM N-603-R LOCATOR: 3250 SW ELEV: 8.11' FEMA Fonn 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 CIRALDO REMODELING STRUCTURAL CALCULATIONS Job. No. H170960 July 11,2017 ¥CE www.yhengineering.com . ••• • • • • • •••• • • • • •• • ••• • • • •• • • • • •••• •• •• •• •• • • • • • •••• • •• • • •••• • • • ' •• •• •••• • • • • • • • • • • • • • • • • • •• • ••• • • Yous§p "�i a e -Ph P.E. Li rAcoft,ppo2 99 NW '7th VE.iuiiI"""" Miami, F ida 33125 (305) 969-YHCE vhavhenaineerind.com 35 Pages isr 4451 JOB TITLE 2 JOB NO. SHEET NO. CALCULATED BY DATE CHECKED BY PF DATE www.struware.com Code Search Code: ASCE 7 - 10 Occupancy: Occupancy Group = R Residential Risk Category & Importance Factors: •••• • . • •• •••• Risk Category = II • ••• •• •••• • •• � • Wind factor = 1.00 use 0.60 NOTE: Output will be nominal wind pressures • Snow factor = 1.00 • •••• •• • • • Seismic factor = 1.00 • • • • • •••• • •• Type of Construction: Fire Rating: Roof = Floor = Building Geometry: Roof angle (6) Building length (L) Least width (B) Mean Roof Ht (h) Parapet ht above grd Minimum parapet ht Live Loads: 0.0 hr .••• • • • •• •• ...• • • • • • • • • • • • 0.0 hr • • • • • • • •• • ••• • • • •• 4.00 / 12 18.4 deg 46.8 ft 36.8 ft 13.0 ft 0.0 ft 0.0 ft Roof 0 to 200 sf: 20 psf use 30.0 psf 200 to 600 sf: 30 psf over 600 sf: 30 psf JOB TITLE 3 JOB NO. CALCULATED BY CF CHECKED BY PF SHEET NO. DATE DATE Wind Loads : Ultimate Wind Speed Nominal Wind Speed Risk Category Exposure Category Enclosure Classif. Internal pressure Directionality (Kd) Kh case 1 Kh tcase 2 Type of roof ASCE 7- 10 175 mph 135.6 mph I I C Enclosed Building +/-0.18 0.85 0.849 0.849 Topographic Factor (Kzt) Topography Hill Height (H) Half Hill Length (Lh) Actual H/Lh = Use H/Lh Modified Lh = From top of crest: x = Bldg up/down wind? H/Lh= 0.50 x/Lh = 0.31 z/Lh = 0.09 At Mean Roof Ht: Kzt = (1+K1K2K3)"2 = Hip Flat 80.0 ft 100.0 ft 0.80 0.50 160.0 ft 50.0 ft upwind Gust Effect Factor h = 13.0 ft B = 36.8 ft /z (0.6h) = 15.0 ft = K2 = 0.000 0.792 1.000 1.00 • . • . . .. . . .... • • ... • • • .... ... . • . .. • .. • • . . • .. ESCARPMENT V(z) V(Z) x(upwind) meg • • • • Speed-up x(downwind) H 2D RIDGE or 3D AXISYMMETRICAL HILL Flexible structure if natural frequency < 1 Hz (T > 1 second). However, if building h/B < 4 then probably rigid structure (rule of thumb). h/B = 0.35 Rigid structure G = 0.85 Using rigid structure default 4 Wind Loads - MWFRS all h (Enclosed/partially enclosed only) Kh (case 2) = 0.85 Base pressure (qh) = 33.9 psf Roof Angle (0) = 18.4 deg Roof tributary area - (h/2)*L: 304 sf (h/2)*B: 239 sf h = 13.0 ft ridge ht = 16.1 ft L= 46.8 ft B= 36.8 ft GCpi = G= qi = qh Nominal Wind Surface Pressures (psf) +/-0.18 0.85 • . • • • • •... Surface Wind Normal to Ridge B/L = 0.79 h/L = 0.35 WIn6 Parallel to Rldgts • • UB s •1•27• ILL•= 0.28 • • • • Cp ghGCp w/+q;GCpi w/-ghGCPi Dist* Cp • ..; q,3C, w/ +q;GCpi w/-gr,GC _; Windward Wall (WW) 0.80 23.1 see table below 0.80 • • • 023.1 • • see•table below Leeward Wall (LW) -0.50 -14.4 -20.5 -8.3 -0.45•..•.'12.9 . -19.8• -6.8•. Side Wall (SW) -0.70 -20.2 -26.3 -14.1 -0.70. ... •40.2 -26.3. -1a.1; • Leeward Roof (LR) -0.57 -16.4 -22.5 -10.3 •included in windward roof • • • • Windward Roof neg press. -0.42 -12.0 -18.1 -5.9 0 to h/2* -0.90. • • • •26.0 -32.1 -19.9 • Windward Roof pos press. 0.06 1.7 -4.5 7.8 h/2 to h* -0.9d ' -$.0 . -32.3 -18413.. h to 2h* -0.50• 4714.4 : •40.5 • -1;,3 >2h* -0.30»__• -6.7 _ -14.8_ -2J•• *Horizontal distance from windward edge • Windward Wall Pressures at "z" (esfl Combined WW + LW Windward Wall Normal 1 Parallel z I KZ I Kzt I gZGCp w/+g1GCpi w/-ghGCpi to Ridge to Ridge h= 0 to 15' 0.85 1.00 23.1 17.0 29.2 37.5 35.9 ridge = 16.1 ft 0.86 1.00 23.4 17.3 29.5 37.9 36.3 WR wR sw wDm DIItEC170N WIND PARALLEL TO RIDGE LW NOTE: See figure in ASCE7 for the application of full and partial loading of the above wind pressures. There are 4 different loading cases. Parapet z I Kz I Kzt I qP (Psf). 0.0 ft 0.85 1.00 0.0 Windward parapet: 0.0 psf (GCpn = +1.5) Leeward parapet: 0.0 psf (GCpn = -1.0) Windward roof overhangs ( add to windward roof pressure) : 23.1 psf (upward) • • • • • • • JOB TITLE 5 JOB NO. CALCULATED BY CHECKED BY PF SHEET NO. DATE DATE Wind Loads - Components & Cladding : h <= 60' Kh (case 1) = 0.85 h = Base pressure (qh) = 33.9 psf a = Minimum parapet ht = 0.0 ft GCpi = Roof Angle (8) = 18.4 deg Type of roof = Hip Roof Area Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Overhang Zone 2 Overhang Zone 3 Parapet 13.0 ft 3.7ft +/-0.18 Nominal Wind Pressures • • • • • • • • • • • • • • • GCp +/- GCpi Surface Pressure (psf) • • ... Vser input ' •: 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf , .436f 65 sf -1.08 -1.01 -0.98 -36.7 -34.3 -33.3 • • • •.32.1 • • -33.9 -1.88 -1.53 -1.38 -63.8 -51.9 -46.8' ....-*6.8 ; ',NI) -1.88 -1.53 -1.38 -63.8 -51.9 -46.8, ....16.8 •-.SQ.J) 0.68 0.54 0.48 23.1 18.3 16.3.4,,.46.3 ..:.7.6 -2.20 -2.20 -2.20 -74.7 -74.7 -74.7: • -F4.7 71.7 -2.20 -2.20 -2.20 -74.7 -74.7 -74.7 -74.7 • • •-44.4 Negative zone 3 = zone 2, since hip roof with angle <= 25 degrees • • • Overhang pressures in the table above assume an intemal pressure coeficientt(Gcpi) of*a0 Overhang soffit pressure equals adjacent wall pressure reduced by internal pressure of 6.1 psf. qp = 0.0 psf CASE A = pressure towards building (pos) CASE B = pressure away from bldg (neg) Walls Area Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 Solid Parapet Pressure Surface Pressure (psf) User Input 10 sf 100 sf 500 sf 50 sf SASE A : Interior zone: 0.0 0.0 0.0 0.0 Corner zone: 0.0 0.0 0.0 0.0 SASE B : Interior zone: 0.0 0.0 0.0 0.0 Comer zone: 0.0 0.0 0.0 0.0 GCp +/- GCpi Surface Pressure (psf) User input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 30 sf 24 sf -1.28 -1.10 -0.98 -43.4 -37.5 -33.3 -40.6 -41.2 -1.58 -1.23 -0.98 -53.6 -41.6 -33.3 -47.9 -49.1 1.18 1.00 0.88 40.1 34.1 29.9 37.2 37.8 � • • • • • • • • •• • • JOB TITLE 6 JOB NO. CALCULATED BY CHECKED BY PF SHEET NO. DATE DATE Roofs w/ 9 5 10° and all walls h>60' Monoslope roofs 10°<es30° h 5 60' & alt design h<90' Nominal Wind Pressures Location of C&C Wind Pressure Zones Walls h 5 60' & alt design h<90' Multispan Gable & Gable 7° < 0 s 45° Stepped roofs 0 5 3° -h 5 60' & alt design h<90' a • ♦••• -•-� • •i • r •• • C) F- 1 • • 1 .• • Gable, Sawtooth and Multispan Gable 0 5 7 degrees & Monoslope 5 3 degrees h 5 60' & alt design h<90' Hip 7° < 0 s 27° • .•.• ••••la •.• • • 0 ••• •• I ••la • • • 1`— f::i}••• •••• • L ••• • • • Monoslope roofs 3°<0510° h 5.60' & alt design h<90' • • • • • • •• • • A B CD • Sawtooth 10° < 0 5 45° h 5 60' & alt design h<90' • yhengineering.com YHCE, Inc. Youssef Hachem Consulting Engineering 99 NW 27th Ave Miami, FL 33125 (305) 969-YHCE / www.yhengineering.com JOB SHEET NO OF DATE DATE CALCULATED BY CHECKED BY SCALE pa •• • • • •••• • • ,• ....... • • ptp, ip.,: L ,.,,,.uip• • •0;11•0;•• io..e2471:). • • •••• •••• • •••• •••• •'. •• •••• •••••• •••• •••• • • • •••• • • ••..... •• ••••. 4C-ift,ci-ei.•44-rati-S) • •• • • •....I C5i t z/% ar 4-4"19€7.4 ✓t' 'Si jelF v 74#(2 2- •• • • ♦• • •• • • • • • •. • • •• • • • 7 mmiirr one.. ,caw. a..rn YHCE, Inc. Youssef Hachem Consulting Engineering 99 NW 27th Ave www.yhen®ineering.com Miami, FL 33125 (305) 969-YHCE / www.yhengineering.com JOB C /2th,•) SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE • •• • •• • •• • • • • • • •• • • 8 YHCE, Inc. Youssef Hachem Consulting Engineering 99 NW 27th Ave www.yhengineering.tom Miami, FL 33125 (305) 969-YHCE / www.yhengineering.com JOB C.7 R0111- OQ SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE / an 57- • • • :• •••• • • • • • • • • • • ••.• • •e....••. .. ••••. _. •. • •..•• • •• • . • ........•.... • ••••• ••• • • • •• •••• ............ •••• .••I • •• .. • • •••• • • .. • • •••• •••• • • • •• -• ••• • • •I • 14;69 3;41f-1:12,1 l'od'-:(2 — Os: 2 = //aG •• • • •• •• • • .• • • •• • •• 9 www.yhengineoring.com YHCE, Inc. Youssef Hachem Consulting Engineering 99 NW 27th Ave Miami, FL 33125 (305) 969•YHCE / www.yhengineering.com JOB Cf R4 —Pv 10 SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE LA> Pre CDh glN IE-11 t►) • • • . •'• •••• • • •••• •••••• • • •. •.._•• • •_• • i • • •• :• 21483 •••• •••• • •••• • •••• •••• •••4 • • • • a • *6414 • • • • •• • •• • • • •• • • • • • •• C/ www.yhengineering.com YHCE, Inc. Youssef Hachem Consulting Engineering 99 NW 27th Ave Miami, FL 33125 (305) 969-YHCE / www.yhengineering.com JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE SIYez. .' r'�+J%VIfJ • • •.... • ...�._ J._. _.. ....i ...::_ ._......i......_.. _. •• • ••• • 1 • • • • • •••• • • •••• •.••• .. ••........• .____.•...__.... • • • • •••• • •• •••• _... `. ___...>....._•_. •••••• •••• •••• • ! • • ••"'-W•-- '. ••••.:._.......... ............ l.••• •...._..•..:.• •• • '.• •••• •• • • • 00414 ••• • • • • • • • • •• • •• • • •• • •• • • • • •• • •• • YHCE, Inc. Youssef Hachem Consulting Engineering 99 NW 27th Ave www.yhengineering.com Miami, FL 33125 (305) 969-YHCE / www.yhengineering.com JOB /141.YC 12 SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE - DGMItrl 1114.1 iC CIm1,i,A .1.D.A1.111 . 6/29/2017 Florida Building Code Online 13 FLORIDA'O[PARTMHNT Of Business Professional Regulation r OFFICE OF THE iSECRETARY� BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications Product Approval USER: Public User product Approval Menu, > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL11473-R3 Revision 2014 Approved 0 Simpson Strong -Tie Co. 2221 Country Lane McKinney, TX 75070 (972) 439-3029 rshackelford@strongtie.com Randall Shackelford rshackelford@strongtie.com Randall Shackelford 1720 Couch Drive McKinney, TX 75069 (800) 999-5099 rshackelford@strongtie.com Shelby Troth 5956 W. Las Positas Blvd Pleasanton, CA 94588 (925) 560-9000 Ext 9049 stroth@strongtie.com Structural Components Wood Connectors DDPR DIVISION'S BCIS Site Map I Links I Search • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • •• • • • • • • • • • • • •• • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1-7 Evaluation Report - Hardcopy Received Jeffrey P. Arneson PE-58544 Benchmark Holdings, L.L.C. 12/31/2017 Joseph A Reed, PE ` Validation Checklist - Hardcopy Received FL11473 R3 COI Cert of Ind Simoson.odf Standard AF&PA NDS AISI S100 (S1, S2-2010) ASTM D1761 ASTM D7147 Year 2012 2007 2000 2005 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvBJyggZ9WuEl9bViKyWeNZd591fOxYJdSRqIOiZYeShwp/p3d%3d 1/4 • 6/29/2017 Florida Building Code Online Approved Testing Lab FL11473 R3 Eauiv D1761 and D7147 Eauivalence.odf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 05/01/2015 05/01/2015 05/09/2015 06/22/2015 • 0,000 • • 0000 .•• . FL # Model, Number or Name ... Description • • •• ...• 11473.1 DETAL • Double Embedded Truss AnChar. • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 00-0 Installation Instruction% • • • • FL11473 R3 II SIM201501.7re9s to Masonry Products EDA• • Seal 04292015.odf • Verified By: Randall ShackeIford P. 68675 (IX) • • • • • Created by Independent mg-d Tarty: Yes ' • • • • • • Evaluation Reports • • FL11473 R3 AE SIM201401 1'rusc to Masonry Products EQ[I• Seal 04292015.odf •• Created by Independent Third party: Yes • • • • • -- • ••• • . 11473.2 FGTR, FGTRHL, FGTRHR • • Girder Retrofit Anchor • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL11473 R3 II SIM201501 Truss to Masonry Products FOR Seal 04292015.Ddf Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports FL11473 R3 AE SIM201501 Truss to Masonry Products EOR Seal 04292015.odf Created by Independent Third Party: Yes 11473.3 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL11473 R3 II SIM201501 Truss to Masonry Products EOR Seal 04292015.odf Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports FL11473 R3 AE SIM201501 Truss to Masonry Products EOR Seal 04292015.odf Created by Independent Third Party: Yes 11473.4 HETAL12, HETAL16, HETAL20 Embedded Truss Anchor Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL11473 R3 II SIM201501 Truss to Masonry Products EOR Seal 04292015.odf Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports FL11473 R3 AE SIM201501 Truss to Masonry Products EOR Seal 04292015.odf Created by Independent Third Party: Yes 11473.5 HGAM10, HM9 Masonry retrofit connector Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL11473 R3 II SIM201501 Truss to Masonry Products EOR Seal 04292015.odf Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports FL11473 R3 AE SIM201501 Truss to Masonry Products FOR Seal 04292015.odf Created by Independent Third Party: Yes i• • •. • •• • • • • • 14 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvBJyggZ9WuEl9bViKyWeNZd591fOxYJdSRqIOiZYeShw%3d%3d 2/4 DocuSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 15 Florida Building Code, Residential, 5th Edition R101.2.1 Scope R4407 HVHZ Masonry R4408 HVHZ Steel R4409 HVHZ Wood CONNECTOR A 11. ALLOWABLE LOADS: The tables that follow reference the allowable Toads for the aforementioned products. • • • • • •• • TABLE 1 ALLOWABLE LOADS AND FASTENERS • . •• FOR TRUSS TO MASONRY OR CONCRETE WALL CONNECTORS Mod I 140 � r ' , ,,_ o l' ir'1 t',.. t r t •xk .- .10 �; �a. S '-„,Fast 4, l ,'b L . ;x, ti a ,Allowable UpIi't 4^• _ -4 •x t '' . ss/Rafter , f i ML •`4; n) Concrete `{1-1#en) 'e,,&'*iij'r a DFISP ,, • • • r •' • � 5l6Fs� � . MTSM16 16 16 7-10d 4'/sx2'/ 4'/ax1'/s 875 : ' ;5i MTSM20 16 20 7-10d 4-'/4x2'/a 4'/x1'/ 875 , 7§5 I HT$M16 I 14 16 8-10d 4-1/4x21/4 4-'/sx1% 1175 • ; HTSM20 14 20 10-10d 4-/x2% 41/4x1 / 1175 • • 1010 HM92 r 18 - 4-SDS'%X1'/2 5-'/ax2'/ 5-'/x1% 805 805 HGAM102,6 14 Notes: - 4-SDS'/J(1'/2 4'/4x23/s 4%x1'/a 850 610 1. Loads include a 60% load duration increase on the fastener capacity for wind loading where allowed by the Florida Budding Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govem. 2. HM9 allowable F1 load shall be 670 Ibs, and allowable F2 load shall be 200 lbs. 3. HGAM10 allowable F1 load shall be 1005 Ibs (DFUSYP) & 870 Ibs (SPF), and allowable F2 load shall be 1105 Ibs (DFUSYP) & 950 Ibs (SPF). 4. Allowable loads for the HGAM10 are for one connector. A minimum rafter thickness of 2 W must be used when framing anchors are installed on each side of the joist or truss. 5. F1 = 120lbs and F2 = 90lbs lateral loads apply for the MTSM and HTSM twist straps when the wall side Titen screws are install into the first four hexagonal holes from the bend line and on the truss/rafter the first seven nail holes near the bend line are filled. Any other fasteners required can be installed in any open hole. Mdelurs t✓arrlsr not shown Figure 1 Typical MTSMM/HTSM Application Typical HM9 Installation Page 8 of 15 Figure 2 . • •• • • •••• • ••• • • •• . •• • • • • • • •• • • • • • • • • • • • • • � • • • •• • • • • • •• Figure 3 Typical HGAM10 Installation Simpson Strong -Tie 6/29/2017 Florida Building Code Online OFFICE OFJHE SEGR1TARY� aw..•.a. BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Product Approval USER: Public User product ADDroval Menu > product or Application Search > Application List > Application Detail FL # FL10456-R3 Application Type Revision Code Version 2014 Application Status Approved • • • • •••• Comments Archived Product Manufacturer Address/Phone/Email *Approved by DBPR. Approvals by DBPI; at all ae revivoleig angi ratified by • • the POC and/or the Commission if necessary. • • • Simpson Strong -Tie Co. 2221 Country Lane McKinney, TX 75070 (972) 439-3029 rshackelford@strongtie.com Authorized Signature Randall Shackelford rshackelford@strongtie.com Technical Representative Randall Shackelford (new) Address/Phone/Email 2221 Country Lane McKinney, TX 75069 (972) 439-3029 rshackelford@strongtie.com Quality Assurance Representative Shelby Troth Address/Phone/Email Category Subcategory Compliance Method 5956 W. Las Positas Blvd Pleasanton, CA 94588 (925) 560-9000 Ext 9049 stroth@strongtie.com Structural Components Wood Connectors • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • •• •• • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Benchmark Holdings, L.L.C. Quality Assurance Contract Expiration Date 12/31/2017 Validated By Joseph A Reed, PE W. Validation Checklist - Hardcopy Received Certificate of Independence FL10456 R3 COI ICC Cert of Indeoendence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By •• Standard Year ASTM D1761 2000 ASTM D7147 2005 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2012 Approved Testing Lab FL10456 R3 Eauiv D1761 and D7147 Eauivalence.odf 16 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqudsDrIH6148zA9MCa%2flofYG%2foRFSez%2fD29RJPR5FerYa2bg%3d%3d 1/3 6/29/2017 Florida Building Code Online Sections from the Code 17 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ' Summary of Products Method 1 Option C 05/01/2015 06/13/2015 06/21/2015 FL # Model, Number or Name Description • • • • 10456.1 DSP, SSP Stud to Plate tie • • • • • .• • • • • • • • • 4l 1 Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N A P Design Pressure: N/A Other: The following applies in HVHZ only. SSP: Supplemental connectors may be required to achieve 700# uplift. DSP: Use 10 common nails in SP or DF lumber to achieve min. 700 lbs. uplift. Installation Instructions • • • FL10456 R3 II ESR-2613 8 Y:1.5!adf • • • • • • • • • • • • • • • • • • • • • •.:. •, ••••11 • • • • • • • • • • . • • • • . • • • • . . • Verified By: ICC Evaluation Cearica, LLC Created byIndependent Th" P Y Pam' Evaluation Reports • • FL10456 R3 AE ESR-2613.6•4'15.Ddf •. • • • • • • • • 10456.2 FTA2, FTA5, FTA7, LFTA • • Floor Tie Anchor • • • ••••. Limits of Use Approved for use In HVHZ: Yes, Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: • Installation Instructiong. • • . FL10456 R3 II ESR-2613 6-1-15.Ddf • • • • • • • • • • • • •• • Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR-2613 6-1-15.odf 10456.3 H1, H10, H10A, H10-2, H15, H15-2, H2, H2.5, H2.5A, H3, H4, H5, H6, H7Z, Hurricane Tie Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: In HVHZ, for H1, H2, H2.5, H2.5A, H3, H4, and H5, 2 connectors must be used to achieve 700# uplift. Installation Instructions FL10456 R3 II ESR-2613 6-1-15.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR-2613 6-1-15.pdf 10456.4 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10456 R3 II ESR-2613 6-1-15.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR-2613 6-1-15.odf 10456.5 HS24 Hurricane Tie Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10456 R3 II ESR-2613 6-1-15.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR-2613 6-1-15.odf 10456.6 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10456 R3 II ESR-2613 6-1-15.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR-2613 6-1-15.odf 10456.7 LTS12, LTS16, LTS18, LTS20 Light Twist Strap Limits of Use Installation Instructions • • • • . • https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqudsDrIH6148zA9MCa%2flofYG%2foRFSez%2fD29RJPR5FcT%2bg%3d%3d 2/3 6/29/2017 Florida Building Code Online Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: FL10456 R3 II ESR-2613 6-1-15.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR-2613 6-1-15.Ddf 10456.8 MTS12, MTS16, MTS18, MTS20, MTS30 Medium Twist Strap Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10456 R3 II ESR-2613 6-1-15.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR-2613 6-1-15.odf 10456.9 RSP4 Stud to Plate Connector Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Supplimental connectors must be used to acheive 700# uplift for HVHZ. Installation Instructions FL10456 R3 II ESR-2613.6-1-15.Ddf •••• •.... • • • •. • • • • •• • •••• ' • •.. • •••• • Verified By: ICC Evaluatiorlirtict, LLC Created by Independent Thira Party: Evaluation Reports • FL10456 R3 AE ESR-26136•]riL.odf •••• •• . •• 10456.10 RST 1, RST 2 •••• Hurricane Tie •• •• _ • •••• • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Supplimental connectors must be used to acheive 700# uplift for HVHZ. Installation Instructions• • •;. • FL10456 R3 II ESR-2613.155Ddf •.;. • • • . • • • • . •••• •••• • •••• • •••• • Verified By: ICC Evaluation Seisms, LLC Created by Independent Third Party: Evaluation Reports • • FL10456 R3 AE ESR-2613.El f-1:.Ddf • 10456.11 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: In HVHZ, for SP1 only, supplemental connectors must be used to achieve 700# uplift. Installation Instructions FL10456 R3 II ESR-2613 6-1-15.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR-2613 6-1-15.odf 10456.12 SPH4, SPH6 , SPH8 Heavy Stud Plate Tie Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10456 R3 II ESR-2613 6-1-15.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR-2613 6-1-15.odf Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida, :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eCheck Credit Card Safe SCC111`it VAr ETIIICS' •• • • •• • •• •• • •• •• • • • 18 hops://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqudsDrIH6148zA9MCa%2flofYG%2foRFSez%2fD29RJPR5FcP/o2bg%3d%3d 3/3 CONNECTOR B 19 ESR-2613 I Most Widely Accepted and Trusted Page 7of11 TABLE 4—LTS, MTS, AND HTS TWIST STRAPS . TMOI, x a a 4 � a , ,+. � . S n� }. ?Tti' St n Il x { 11tLOWABLEtlP1.104._ it L6 a tItit r''" vroinrtton i,:.s 'z �Iwttalilspd x '� 4 401 1" dgil 3 , fi' Nails aiR a . .,w..aa*�., V11,be�lConcfY�i iN l lfltlib 9 ,i m ca >1 yfq ), �. ! At0�1 5t 'x. +�,i±'�"Co,.k�GG;+,�d'x., -r LTS4 LTS12 12 12 12 775 720 LTS16 16 I LTS18 18 , LTS20 20 F4 i'; •�.,.(.M�7'�Sy1`�r"? .. e' y 4 i" 2 fi • s%- i" ...P YAP` z Sri: Cq .5€.'Td'L+,.. Y• .�s.`� ' ,c' '�#' {`x _� ..t..__;...i a i+Y lk 'u"• 3�'i{' ^' tFV )EA. r yam'g4x'i`P'°f k 1...»n. .�,,, •f ��,n8a!G%., ,�jy�� Mks to v5:;� i i . tea• S ° yy. y.� Tv= S' � IC' i i �i.. • • • •' • •.r� • t r "P7s�.�%t. 7• y v '' X16�+.irw�'.4 s f * .. 4`Lf--, y .r � r •L �: '�F .�a. „�. Ate.. 4. !t. _ - HTS S HTS16 16 16 16 1,260 1,150 • HTS20 20 20 24 1,450 •• • • •• • • •••• • • 1,450 •• •• • • • • • • • • • • • •• •••• •••• • • • HTS24 24 HTS28 28 HTS30 30 HTS30C 30 For SI: 1 inch = 25.4 mm, 1 lbs = 4.45 N • • • 'Half of the fasteners must be installed on each end of the strap to achieve the allowable uplift load. • • •• • • • • 2Tabulated allowable uplift loads must be selected based on duration of load as permitted by the applicable building code. • • must allowable uplift loads have been increased for wind or earthquake loading. No further increase is allowed. Allowable loads be reduced when other load durations govem. 'Each model of the LTS and MTS twist strap series (except for the MTS30) has more nail holes than the minimum quantify of nails specified in the table. 5HTS30C has the twist In the center of the strap length. 1' Typ. LTS12 (MTS and HTS Similar) Typical MTS Installation — Rafter to Stud FIGURE 4-1WIST STRAPS Typical MTS Installation — Truss to Double Top Plate • • • • • • • •• • 6/30/2017 Florida Building Code Online bOr i oFM B. oFJHE SECRETARY BCIS Home I Log In I User Registration ( Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff Product Approval USER: Public User product Approval Menu > product or Application Search > Application Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL10852-R3 Revision 2014 D®PR DIVISIDHH CONTACT oar% BCIS Site Map I Unks I Search • • • • Approved • • • • • • 20 *Approved by DBPR. Approvals by DBF ilII Qe revienrg anVatified by • • the POC and/or the Commission if nec ess arv.• • • • • . • Simpson Strong -Tie Co. 2221 Country Lane McKinney, TX 75070 (972) 439-3029 rshackelford@strongtie.com Randall Shackelford rshackelford @strongti e. com Randall Shackelford (new) 2221 Country Lane McKinney, TX 75069 (972) 439-3029 rshackelford@strongtie.com Shelby Troth 5956 W. Las Positas Blvd Pleasanton, CA 94588 (925) 560-9000 Ext 9049 stroth@strongtie.com Structural Components Wood Connectors • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • Evaluation Report from a Product Evaluation Entity ICC Evaluation Service, LLC Benchmark Holdings, L.L.C. 12/31/2017 Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received FL10852 R3 COI ICC Cert of Indeaendence.odf Standard AF&PA NDS AISI S100, Sl, S2 ASTM D1761 ASTM D7147 Approved Testing Lab Florida Licensed Professional Engineer or Architect • •• • • • • • •• • • • • • • • •• • • • • • • • • • • •• Year 2012 2007 2000 2005 • • • • • • • • • • • https://floridabuilding.org/pr/pr app_dtlaspx?param=wGEVXQwtDgtwudLxnkwGmQF2o5gypQ0GPE7pH9fCVBFVDe2aL9QdVQ%3d%3d 1/4 6/30/2017 Florida Building Code Online Impact Resistant: N/A Design Pressure: N/A Other: Created by Independent Third Party: Evaluation Reports FL10852 R3 AE ESR-2105 Straos.odf 10852.8 MST27, MST37, MST48, MST60, MST72 Straight Strap Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10852 R3 II ESR-2105 Straos.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10852 R3 AE ESR-2105 Straos.odf 10852.9 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Strap Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions •••• FL10852 R3 II ESR-2105•Straos.odf • • • • • • Verified By: ICC Evaluation §er6ict, LLC • • • • Created by Independent Third Party: • • Evaluation Reports • • • FL10852 R3 AE ESR-21066llesstiodf • 10852.10 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Straight Strap •••• • • •••• • • • • • •• Installation Instructions • • • • • • • FL10852 R3 II ESR-210%,W.Imipdf Verified By: ICC Evaluation Service, LLC Created by Independent lPiird Party: • Evaluation Reports • • • FL10852 R3 AE ESR-21d5,1•aD$,odf ••, • • • a • •••• • •••• • ••• •••• • M-•• •••• • •••• • •••• • 10852.11 MSTC48B3, MSTC66B3 •• TIE STRAP Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10852 R3 II ESR-2105 Straps.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10852 R3 AE ESR-2105 Straos.odf 10852.12 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Strap Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10852 R3 II ESR-2105 Straos.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10852 R3 AE ESR-2105 Straos.odf 10852.13 ST12, ST18, ST2122, ST22, ST9, ST12, ST18, ST22 Straight Strap Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL10852 R3 II ESR-2105 Straos.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10852 R3 AE ESR-2105 Straos.odf 10852.14 ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Strap Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: When resisting wind uplift supplemental connectors must be used to acheive 700# uplift for HVHZ. Installation Instructions FL10852 R3 II ESR-2105 Straos.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10852 R3 AE ESR-2105 Straos.odf Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida, :: privacy Statement :: Accessibility Statement :: Refund Statement •• • • •• • • •• •• • • •• • • 21 hops://floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgtwudLxnkwGmQF2o5gypQ0GPE7pH9fCVBFVDe2aL9QdVQ%3d%3d 3/4 ESR-2105 I Most Widely Accepted and Trusted CONNECTOR D Page 6 of 10 TABLE 3—ALLOWABLE TENSION LOADS FOR THE LSTA, MSTA, LSTI, AND MSTI SERIES TIE STRAPS MODEL SERIES MODEL NO. TIE STRAP PROPERTIES NAILS (Total Quantity -Size) ALLOWABLE TENSION LOADS2'S'4 (lbs.) Thickness (Gage No.) Length (inches) Min. Fr (ksi) Min. F„ (ksi) Co =1.6 LSTA LSTA9 20 9 50 65 8-10d common 740 LSTA12 20 12 50 65 10-10d common 925 LSTA15 20 15 50 65 12-10d common 1,110 LSTA18 20 18 50 65 14-10d common 1,235(5' LSTA21 20 21 50 65 16-10d common 1,2391i1 • • • LSTA24 20 24 50 65 18-10d common; , • • 1,238r4 • • LSTA30 18 30 50 65 22-10d common • • • 1,6*A'* • : LSTA36 18 36 50 65 24-10d common • • • • • 1,640(5) •. MSTA MSTA9 18 9 50 65 8-10d common • 750 MSTA12 18 12 50 65 ' 10-10d common* • • • • • 9�40 • _ • MSTA15 18 15 50 65 12-10dcommon.1•,•• 1,130•••• MSTA18 18 18 50 65 14-10d common•• •. • • 1,311. MSTA21 18 21 50 65 16-10d common. • •. • • 1,505 • MSTA24 18 24 50 65 18-10d commons • 1,8+40o' • _ MSTA30 16 30 50 65 22-10dcommort • • • 2,060 J MSTA36 I ' 16 36 50 65 26-10d common • • • 2,1%tl MSTA49 16 49 50 65 26-10d common 2,020(5) •. LSTI LSTI49 18 49 40 55 32-10dx11/2common 2,975 LSTI73 18 73 40 55 48-10dx1'/2 common 4,205(5) MSTI MSTI26 12 26 40 55 26-10dx11/2 common 2,745 MSTI36 12 36 40 55 36-10dx1'/2common 3,800 MSTI48 12 48 40 55 48-10dx1'/2common 5,065 MSTI60 12 60 40 55 60-10dx1'/2 common 5,080(5) MSTI72 12 72 40 55 72-10dx1'/2 common 5,080(5) MSTC MSTC28 16 281/4 50 65 36-16d sinker 3,455 MSTC40 16 401/4 50 65 52-16d sinker 4,745(5) MSTC52 16 521/4 50 65 62-16d sinker 4,745(5) MSTC66 14 653/4 50 65 76-16d sinker 5,860(5) MSTC78 14 773/4 50 65 76-16d sinker 5,860(5) For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N. 'Total fasteners are the minimum number of nails required to achieve the tabulated allowable loads. One half of the total must be installed in each wood member forming the connection. Fasteners must comply with Section 3.3.3 of this report. 2Allowable tension bads are based on the steel straps connected to wood members having an assigned or equivalent minimum specific 'Allowable of 0.50. Allowable tension loads are the lesser of the tie strap steel strength or the connection strength. `Tabulated allowable tension loads are govemed by connection strength, unless noted otherwise. Connection strength is derived by multiplying the number of nails by the minimum value from the yield mode equations in Section 11.3.1 from the NDS, where the side member (i.e., the steel tie strap) dowel bearing strength, F., is equal to 2.2FJCD, where the load duration factor, Co, equals 1.6 as shown in the table, and where the minimum specified tensile strength, F„ of the steel strap is as shown in the table. The tabulated allowable tension bads governed by connection strength have been multiplied by the load duration factor, CD. noted in the table. 'The tabulated allowable tension load is govemed by steel strength, and does not include a one-third stress increase or the load duration factor, Co. The steel strength Is the lesser of yielding at the gross section of the strap, the fracture in the net section away from the connection, or fracture at the connection in accordance with Section C2 of AISI S100-07/S2-10 (2012 IBC), Section C2 of AISI S100-07 (2009 IBC) or AISI-NAS-01 (North American Specification for the Design of Cold -formed Steel Structural Members) (2006 IBC). 22 • •• • • • • • • • • • • • • 23 ESR-2105 I Most Widely Accepted and Trusted Page 7 of 10 —411' V"" tl r ,*,,.a;. c iy # 1, 0. ' I �tL^ ,L ' K y ,�'"�,wt'. ix 'E 11/4 i ZL tie.11!A rru� ° � �, + vn x trYet:�f`�a,!.n.: T LSTA36 L LSTA24 STA30 ISTA21 LSTA18 LSTA15 LSTA12 LSTA9 FIGURE 7—LSTA SERIES (MSTA SERIES SIMILAR) TIE STRAP LSTI73 FIGURE 8—LSTI SERIES TIE STRAP MST126 FIGURE 9—MSTI SERIES TIE STRAP FIGURE 10—MSTC SERIES TIE STRAP wi • • • • • •• • • •••• • • •••• • • • • • • • • • • • • • • • •• • °/16" •••• • • • • • • • • • • •• • • • •• • • • • • • • •• 0••• • • • • • • • • • • • • • • • • • caLLsF. �;!7a rs1ye • • ... • • • ... .. .. • • • .. .. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • 0460 • ••• • • • ••• • • • • • • . • • • • • • • • • .. • • . . • • • . • • • • • . • • • • • ... • ... • • .. • . • .. ... .. • • • • .. . • • . • • • ... .. • • WOOD CONNECTOR SCHEDULE MARK MFG./MODEL FASTENERS SCHEDULE TOTAL ALLOW. LOADS N.O.A. # O SIMPSON/HM9 HTSM16+ (8)-10d TO TRUSS/RAFTER (4)—W" x 1 i" TITEN TO CONCRETE U= -1175 LB FL #11473 (4)-SDS 1 /4X1 4" TO TRUSS/RAFTER (5 )-'%4" x 1 i" T1TEN TO CONCRETE U= -805 LB F1= 670 LB O SIMPSON/ LTS16 (6)-10dk13" TO HEADER (6)-10dX1 TO JOIST U=-720 LB FL #10456 OD SIMPSON/ MSTA36 (26)-10d TO JOIST T= 2050 LB FL #10852 kWh aW AILQ 1 '©,c• -Tit'r 311E. (2) _ 24 WOOD titelie$12, 604--P4461.45 O 7:# S PL x ve; DE JO. A 1, C. 49)3a. .14 • • •• ••, • • • • • •• • W UZI 3itlY <-11e ASS 4 )( �1 SEE ATTACHED FOOTING DETAIL FOR STEEL COLUMN ON EAST SIDE. • • • •`•• •• •• • • • • • •• •••• • •• • • • • • • ••• • • • • •• • • • 25 USE 3'x3'xl' W/ (4) #5 E.W. 10"X10"X34 BASE PLATE W/(4)—% 0 HOLE 3/16 (4)-5/8'0 SIMPSON STRONG —BOLT WEDGE ANCHOR W/ 8" MIN. EMBED. INTO CONCRETE CENTER COL & FTG. • . ••. . . . .•. •• •. . • •• • •• •. • • • • . •• • •. •. • • • • • • • ••.. • • • • •• •. • •• • • • • ••. .__ • • • • • • • • • • • • • • • • • • • •• • 1/" gRFbLDED FlIjfR'QIOT • • WW' EL• ASTOMERIC SEALANT • • • • • •• • • • •• • • • • • • • • • • • • • HSS 4"X4"X1/4" CONCRETE ENCASEMENT (fc = 3000 psi) 1" THICK NON —SHRINK GROUT UNDER BASE PLATE • j��/NY NY NY. NY/NY/ \\\\\\ 3" \/i\/ ,/, \/ /i//i//<.(4///\44\ () SEE SCHEDULE U (4)-5/8"0 SIMPSON STRONG —BOLT WEDGE ANCHOR. tt V4" lTYPJ HSS SEE PLAN AND SCHED. BASE PLATE DETAIL SCALE 3/4" = 1.-0" S-3 SECTION (TYP.) SCALE 3/4" = 1.-0" 1/2" PREMOLDED FILLER JOINT W/ ELASTOMERIC SEALANT HSS SEE PLAN AND SCHED. 0 I f/1 CENTER COL & FTG. kb,, 4,t4 ii,, .. SLAB ON GRADE (SEE PLAN) T.O.S. T.O.F. CONCRETE ENCASEMENT (fc — 3000 psi) TER COL & FTG. ISOLATION JOINT DETAIL (TYP.) SCALE: N.T.S. BEARING WALL ON WEST SIDE. NO BEARING PLATE REQUIRED. 27 "BRGPLT9.xls" Program Version 1.0 BEAM BEARINGPLATE DESIGN for W, S, and M Shape Beams per AISC 9th Edition Manual (ASD) - Pages 2-141 to 2-144 Job Name: Job Number: Subject: Originator: Checker: Input Data: Beam Size: Beam Size = Design Parameters: Beam End Reaction, R = Beam Yield Stress, Fy = Bearing Plate Length, N = Bearing Plate Width, B = Bearing Plate Yield Stress, Fyp = Concrete Strength, f 'c = Bearing Area, A2 = Member Properties: Beam: d = 8.060 in. tw = 0.285 in. bf = 6.540 in. if = 0.465 in. k = 0.8590 in. W8x28 6.50 50 6.000 6.540 36 3.000 39.24 kips ksi in. in. ksi ksi. in "2 Bearing Plate W8x28 Bearing Plate Anchor as required tf=0.465 • 9(1=8.06 • 1• ♦ • • . • • • • 1 • • • • • • • 1 • • • • • • •• • • • • • • • • • • • • • •• • • • 1 • • • • • • • • • • 1 • • • • • • • • • •••i •• • • •• •• ••• • • • • • k=p.859 •• •••1 •• • • • • • i •• • •. ••• • • tp=0.3227• Results: Nomenclature Check End Reaction Based on Beam Web Shear: Fv = 20.00 ksi Fv = 0.40*Fy (Allowable web shear stress) Rv = 45.94 kips Rv = Fv*Aw = Fv*(d*tw) (Allowable web shear) Rv >= R, O.K. Check End Reaction Based on End Bearing Criteria for Beam: Rwy = 76.63 kips Rwy = 0.66*Fy*tw*(N+2.5*k) (AISC Eqn. K1-3) Rwc = 51.67 kips Rwc = 34*tw^2*(1+3*(N/d)*(tw/tf)^1.5)*SQRT(Fy*tf/tw) (AISC Eqn. K1-5) Rp = 45.94 kips Rp = Minimum of: Rwy or Rwc Rp >= R, O.K. Determine Required Bearing Plate Thickness: fp = 0.166 ksi fp = R/(N*B) Fp = 1.050 ksi Fp = Min. of: 0.35*SQRT(A2/(N*B))*fc and 0.7*fc n = 2.411 in. n = (B-2*k)/2 Fbp = 27.00 ksi Fbp = 0.75*Fyp tp = 0.327 in. tp = SQRT(3*fp*n^2/Fbp) Minimum Beam Flange Thickness without Bearing Plate: fpf = Fpf = nf = Fbf = tf(min) = 0.166 1.050 2.411 37.50 0.278 Fp >= fp, O.K. ksi fpf = R/(N*bf) ksi Fpf = Min. of: 0.35*SQRT(A2/(N*bf))*fc and 0.7*fc Fpf >= fpf, O.K. in. nf = (bf-2*k)/2 ksi Fbf = 0.75*Fy in. tf(min) = SQRT(3*fpf"nf^2/Fbf) tf(min) <= tf. O.K. Bearing Plate Not Req'd. 1 of 2 6/30/2017 1:12 PM www.yhonglneering.com YHCE, Inc. Youssef Hachem Consulting Engineering 99 NW 27th Ave Miami, FL 33125 (305) 969•YHCE / www.yhengineering.com JOB C r rf �? t t c 28 SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE P • • • • • • • • • • • PRODUCT 204-11Silgle SheeIs1205.1 IPaddedl www.yhengineering.com Lit Z 60 YHCE, Inc. Youssef Hachem Consulting Engineering 99 NW 27th Ave Miami, FL 33125 (305) 969-YHCE / www.yhengineering.com JOB C...-! A Ai-0'0 29 SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE 11 • •• 3/ �•'r r• ia' . • ••• • :•••• •••• • • • • '/ •• • • !Am c.atuca2. 9RMIV.T 7N-1 Itimb ttwlcl MCI IP MI YHCE, Inc. Youssef Hachem Consulting Engineering 99 NW 27th Ave www.yhenglneering.com Miami, FL 33125 (305) 969-YHCE / www.yhengineering.com 30 JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE • • PPMIrT 7f14.l Riimis GIwtn 9O61 IP,dsdl • www.yhenpineerinp. com YHCE, Inc. Youssef Hachem Consulting Engineering 99 NW 27th Ave Miami, FL 33125 (305) 969•YHCE / www.yhengineering.com 0 164 GIizf!&i 31 JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE .4444 • .. • • ... ...• •••• ..• • _.Lfl ...... . .. .th ... . • • .a... • • • 1t .. • • • .... .... • .... • • • .... • www.yhengineering.com YHCE, Inc. Youssef Hachem Consulting Engineering 99 NW 27th Ave Miami, FL 33125 (305) 969•YHCE / www.yhengineering.com e r t 5 ib i cow c?trt C.- ies / 4 N 0'3 = sue, JOB e� 32 SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE • • • • • • •• • • • • 4 • .._._.__ • ••••41 • • • • • • • • :..• . •.••� • •_ • • •••� • • •.••4 • • • _...._. ....._•. • :• • • PRODUCT 204.1 IS.nle Sheets1205.1 1Paddedl Simpson Strong -Ties Anchoring and Fastening Systems for Concrete and Masonry Titen HD® Design Information - Concrete Mechanica SIMPSON Strong -Tie Titen HD® Allowable Tension Loads in Normal -Weight Concrete Tension Load 4'p" Size Drill D a. Bit Depth in. ed.Dist. Critical Edge Critical Spacing f'c>_2,000 psi (13.8 MPa Concrete) (20.7 MPa 000 Concrete) f',>>>4,000 psi (27.6 MPa Concrete) (in.) (in.) (mm) (mm) (mm) Ultimate Std. Dev. Allowable Allowable Ib. (kN) Ib. (kN) Ib. (kN) Ib. (kN) :. • . ; Ultimate . Std. Dev. Allowable , Ib. (kN) lb. (kN) , Ib. (kN) 11/s (38) 6 (152) 4 (102) 2,070 (9.2) _ 520 (2.3) 635 (2.8) 2,974 (13.2) _ 745 (3.3) % (9.5) % 23 (70) 3 6 4,297 (19.1) _ 1,075 (4.8) 1,315 (5.8) 6,204 (27.6) _ 1,550 (6.9) 3% (95) (76) (152) 7,087 (31.5) 347 (1.5) 1,770 (7.9) 2,115 (9.4) 9,820 (43.7) 1,434 (6.4) 2,455 (10.9) 2% (70) 4,610 (20.5) _ 1,155 (5.1) 1,400 (6.2) 6,580 (29.3) - 1,645 (7.3) % (12.7) 1� 3% (92) 4 (102) 8 (203) 7,413 (33.0) 412 (1.8) 1,855 (8.3) 2,270 (10.1) 10,742 (47.8) 600 (2.7) 2,685 (11.9) -5% (146) 10,278 (45.7) 297 (1.3) 2,570 (11:4) 3,240 (14.4) 15,640� 2,341 (69.6) (10.4) 3,910 (17.4) 2% (70) 4,610 (20.5) - 1,155 (5.1) 1,400 (6.2) 6,580 (29.3) • • • • 1,645 • • (7 3) 10 (254) 8,742 (38.9) 615 (2.7) 2,185 (9.7) 2,630 (11.7) • 12,288 • .(5 .7) • 1,604 • • (74). • • 3,070 • •(13.7) s/3 (15.9) 36 41/4 (105) 5 (127) 12,953 (57.6) 1,764 (7.8) 3,240 (14.4) 3,955 (17.6) ••1 6 • (83.1) - •.:4,670 • (20.8) 5% (146) 2% 0 4,674 (20.8) - _ 1,170 (5.2) 1,405 4(6.3) •v,5136• •(I1 3) • 1,645 • • (7;3) 3 (19,1) �" . . . 6 (152) 12 (305) 10,340 (46.0) 1,096' (4.9) 2,585 (11.5) 3,470 - (15.4) y • • i i,496 • •(Z7• • • • 1,5211 •. • 4 355 • (71)....• • • •(19.4) 1,743 • 4,670 (78r • • (20.8) • 5% (146) , 13,765 (61.2) 1,016 (4.5) 3,440 (15.3) 4,055 I 18,6800 (18.0) I• •(83l 1. The allowable loads listed are based on a safety factor of 4.0. 2. Refer to allowable load -adjustment factors for spacing and edge distance on pages 198 and 199. 3. The minimum concrete thickness is 11 times the embedment depth. 4. Tension and shear loads for the Titen HD anchor may be combined using the elliptical interaction equation (n=%). Allowable load may be interpolated for concrete compressive strengths between 2,000 psi and 4,000 psi. • • • • • • • • • • •• • • • • • • • • • • * • •• • • • • • • • • .••• • •• • Titen HD® Size (in.) % Allowable fi Drill Bit Dia (in.) %(9.5) Shear . Embed Depth • m (min), a .. ' 11/z (38) Loads in Critical Ede Dist. in (min) 6 (152) Normal -Weight Critical • , 'Spacing in. (mm)a • 4 (102) Concretelira f' >2,000 c- • ,9b�.-.? si 13.8 MPa Concrete ( -.. Shear Load ,h b f c>4 000 Ultimate Ib. (kN) :a 3,668 (16.3) '+ , psi (27 6 MPa . -- :-• . , Std.Dev.Allowable lb (kN)b, a^h 7 '.1k Concrete) r :z lb. (kN) 4 915 (4.1) .' r- f c>,000 psis 420 7 MPa Concrete) Ultimate lb. (kN) 2,912 (13.0) Std. Dev. . Ib. (kN) - Allowable Ib. (kN)..1 730 (3.2) Allowable a b. (kN) .a 1ii 825 (3.7) 2% (70) 4%6 (114) (152) 6,353 (28.3) _ 1,585 (7.1) 1,665 (7.4) - - 1,740 (7.7) 3% (95) 6,377 (28.4) 1,006 (4.5) 1,595 (7.1) 1,670 (7.4) - - 1,740 (7.7) 1/2 (12.7) .1/23% 2% (70) . 6 (152) 8 (203) 6,435 (28.6) _ 1,605 (7.1) 2,050 (9.1)_ 9,987 (44:4) 13,027 (57.9) 2,495 _(7.8)_ (92) 9,324 (41.5) 1,285 (5.7) 2,330 (10.4) - 2,795 (12.4) 597 (2.7) 3,255 (14.5) 3,255 (14.5) 5% (146) 11,319 (50.3) 1,245 (5.5) 2,830 (12.6) 3,045 (13.5) - % (15.9) 23 (70) 71/2 (191) 10 (254) 7,745 (34.5) _ 1,940 (8.6) 2,220 (9.9) 9,987 (44.4) _ 2,495 (7.8) 4% (105) 8,706 (38.7) 1,830 (8.1) 2,175 (9.7) 3,415 (15.2) 18,607 (82.8) 1,650 (7.3) 4,650 (20.7) 5% (146) 12,498 (55.6) 2,227 (9.9) 3,125 (13.9) 3,890 (17.3) _ _ 4,650 (20.7) 2% (70) 9 (229) 12 (305) 7,832 (34.8) 11,222 (49.9) _ 2,900 (12.9) 1,960 Pi) 2,805 (12.5) '2,415 (10.7) 11,460 (51.00) _ 2,865 (12.7) . % (19.1) , 3/i 4% (117) 4,490 ' (900) 24,680 (109.8) 2,368 (10.5) 6,170 (27.4) 5% (146) 19,793 , . (88.0) 3,547 '4,950 (15.8) , (22.0) 5,560 (24.7) 24,680 (109.8) 795 (3.5) 6,170 (27.4) 1. The allowable loads listed are based on a safefy factor of 4.0. 2. Refer to allowable load -adjustment factors for spacing and edge distance on pages 198 and 199. 3. The minimum concrete thickness is 1% times the embedment depth. 4. Tension and shear loads for the Titen HD anchor may be combined using the elliptical interaction equation (n=%). Allowable Toad may be interpolated for concrete compressive strengths between 2,000 psi and 4,000 psi. See page 12 for an explanation of The load table icons. • z 8 F 2 Lel 33 192 w c Simpson Strong -Tie') Anchoring and Fastening Systems for Concrete and Masonry Titen HD® Design Information - Concrete L U c Mechanica Load Adjustment Factors for Titen HD® Anchors in Normal -Weight Concrete: Edge Distance, Tension and Shear Loads How to use these charts: 1. The following tables are for reduced edge distance. 2. Locate the anchor size to be used for either a tension and/or shear load application. 3. Locate the anchor embedment (E) used for either a tension and/or shear load application. Edge Distance Tension (fc) SIMPSON Strang -Tie' 4. Locate the edge distance (cad at which the anchor is to be installed. 5. The load adjustment factor (f0) is the intersection of the row and column. 6. Multiply the allowable load by the applicable load adjustment factor(s). 7. Reduction factors for multiple edges are multiplied together. a Edge Dist. Cad (in.) Dia. 3 1 % 3/4 E 1 / 23/4 33/4 23/4 3% 53/4 234 1 4/ 53/$ ! 23/4 4% 53/4 c. 6 3 3 4 4 4 5 5 5 1 6 6 6 Cmm 6 134 13Y4 13Y4 13/4 13Y4 13Y4 i 13'4 13Y4 I 134 134 13 f„„ t„ 1.00 0.83 0.73 0.67 0.57 0.73 0.67 0.57 0.59 0.67 0.48 0.58 134 0.83 0.73 0.67 0.57 0.73 10.67 0.57 0.59 ! 0.67 0.48 0.58 2 ' 0.86 0.78 0.71 0.62 0.76 0.70 0.60 ! 0.62 ! 0.69 0.51 10.60 21/4 0.90 0.84 0.74 0.67 0.79 0.72 0.64 0.65 0.71 0.54 10.63 214 0.93 0.89 0.78 0.71 0.82 0.75 0.67 0.68 0.73 0.57 0.65 2% ' 0.97 0.95 0.82 0.76 0.85 0.77 0.70 0.72 ! 0.75 0.60 0.68 3 1.00 1.00 0.85 0.81 0.88 0.80 0.74 0.75 ; 0.77 0.63 0.70 ' 31/4 0.89 0.86 0.91 0.82 0.77 0.78 j 0.79 0.66 0.73 31 _ 0.93 0.90 0.94 0.85 0.80 0.81 0.81 0.69 0.75 _._ 33/4 0.96 0.95 0.97 0.87 0.83 0.84 0.83 0.72 0.78 4 1.00 1.00 1.00 0.90 0.87 0.87 0.84 0.76 0.80 4% 0.92 0.90 0.91 0.86 0.79 0.83 41/ 0.95 0.93 0.94 0.88 0.82 0.85 434�_ 5 _ _ _ 0.97 0.97 0.97 0.90 n R5 0 88 1.00 1.00 1.00 0.92 I0.88 0.90 51/4 0.94 0.91 0.93 51 0.96 0.94 0.95 5% 0.98 0.97 0.98 6 1.00 ; 1.00 1.00 1.00 See notes below. Edge Distance Shear (fc) gal mist Edge Dist. (j \ / Dia. % 1/2 % 3/4 E 11/2 I 23/4 33/4 2% 3% 534 23 i 41/f3 53/4 23/4 4% 53/4 c. 6 I 41 4% 6 6 6 7% 7% 7% 9 9 9 6 j 13/4 13/4 13Y4 13/4 13/4 13'4 13/4 134 13/4 13Y4 13/4 �tn f 1.00 0.25 0.24 0.25 0.20 0.17 0.19 0.16 0.19 0.19 0.14 0.13 134 j 0.25 0.24 0.25 0.20 0.17 0.19 0.16 0.19 0.19 0.14 0.13 2 . , 0.32 0.31 0.29 0.25 0.22 0.23 0.20 0.23 0.22 0.17 0.16 21/2 I ] 0.45 0.45 0.38 0.34 0.32 0.30 0.27 0.30 0.27 0.23 0.22 3 ! 0.59 0.59 0.47 0.44 0.41 0.37 0.34 0.37 0.33 0.29 0.28 312 i 0.73 0.72 0.56 0.53 0.51 0.44 0.42 0.44 0.39 0.35 0.34 4 0.86 0.86 0.65 0.62 0.61 0.51 0.49 0.51 0.44 0.41 0.40 414 1.00 1.00 0.74 0.72 0.71 0.58 0.56 0.58 0.50 47 0.46 5 0.82 0.81 0.80 0.65 0.63 0.65 0.55 0.52 51/4 0.91 0.91 0.90 0.72 0.71 0.72 0.61 0.58 0.58 6 1.00 1.00 1.00 1.00 0.79 0.78 0.79 0.66 0.64 0.64 61 0.86 0.85 0.86 0.72 0.70 0.70 7 0.93 0.93 0.93 0.78 0.76 0.76 71 1.00 1.00 1.00 0.83 0.82 0.82 8 0.89 0.88 0.88 81/2 0.94 0.94 0.94 9 1.00 1.00 1.00 The tabled adjustment values (f,.) have been calculated using the following information: 1. E = Embedment depth (inches). 2. cad = actual edge distance at which anchor is installed (inches). 3. car = critical edge distance for 100% load (inches). 4. c,,,;, = minimum edge distance for reduced load (inches). * See page 12 for an explanation of the load table icons. • 5. fc = percent of allowable load at actual edge distance. 6. fcc, = percentage of allowable load at critical edge distance. fccr is always = 1.00. 7. fcr ir, = percent of allowable load at minimum edge distance. 8. fc = fcrnir, + [(1 - fcmin) (cast - cmir) / (ccr - cmir,)] • • • • • •• • • • • • • • • • • • • • .••• • • • • • • • • • • • • •• • •• • • • • • •• • • • • • •• •• • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • � • C-A-2016 02015 SIMPSON STRONG -TIE COMPANY INC. 34 198 G,15mm G1Nt✓etT ooP Ub. • i•....i.00.i._.i� i •) Mom► i . i . 1101 . i . i • i • et •• • i • ••• • . i • • D • i • i . i i • _ i•i. i. i • IMP . •IP•i.i i• OM i• i• i, 0 i• i• i ir i • r • i • i • •W • I' • •, 1 1 I ▪ I I • I 1 1 1 II I —�—4�-t-1--1—I—' 11 1 1 1 1 1 1 1 1 1 �•. 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Docum CaeMRK to. del 00.1 Roo Plan NEVI A rii ' 'FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary : ..•• areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that cars • • • be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) equired prior to CO for the Performance Method: . . .. .. • . • • • • • • • . •. • Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report(usually one page) ••.. • • •.•• • .•• • • • • • • • .• . • • • • . • • • .. . • • ... • •••• • • •• • • • ••• • • • • • •• 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCZB v5.1 6/30/2017 4:41:14 PM Page 1 of 1 FORM R405-2014 . FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Liza Ciraldo & Brain Batt Builder Name: Street: 501 NE 92nd Street Permit Office: Miami Shores City, State, Zip: Miami Shores , FL , 33138 Permit Number: Owner: Liza Ciraldo & Brain Batt Jurisdiction: 231000 Design Location: FL, Miami County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Existing (Projecte 9. Wall Types (1356.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insui, Exterior R=4.1 1102.70 ft2 b. Concrete Block - Int Insul, Adjacent R=4.1 254.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1270.0 sqft.) Insulation Area a. Roof Deck (Unvented) R=0.0 1270.00 ft2 6. Conditioned floor area above grade (ft2) 1270 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= 0 • • • • • ft2 11. Ducts • • ••opt ft2 ••••« 7. Windows(225.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main ' • .' • • • • 6 90 •' a. U-Factor: Sgl, U=1.06 225.86 ft2 ' • •• • • ..' SHGC: SHGC=0.45 • •Efficiency b. U-Factor: N/A ft2 12. Cooling systems Y•CBtu/hr •. •. ' SHGC: a. Central Unit •""• 36.0 .S' it.' i.00 •••• . •• c. U-Factor: N/A ft2 • • •• • SHGC: 13. Heating systems • • • • •ItBtu/hr • • nficiency d. U-Factor: N/A ft2 a. Electric Strip Heat 34.0 C9P:0.40 •' SHGC: • • • ' Area Weighted Average Overhang Depth: 2.106 ft. • • • • Area Weighted Average SHGC: 0.450 14. Hot water systems : •• •• •• • • 8. Floor Types (1270.0 sqft.) Insulation Area a. Electric •' • Cal)!g111 EF!t).950950 • a. Crawlspace R=0.0 1270.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.178 Total Proposed Modified Loads: 62.63 PASS Total Baseline Loads: 63.07 �7�7 I hereby certify that the plans and specifications covered by Review of the plans and ' , •t1.4E Sr this calculation are in compliance with a Florida Energy specifications covered by this �'O > _ 0 Code. calculation indicates compliance '6) ",,.��+. , .°,. .4% ' PREPARED BY• t 1 (-/ \ with the Florida Energy Code. Before construction is completed this buildingwill be inspected for Pe ;�: : on,,, '°-• ' -�., ,„ , fx ' - ''' • 0 ar DATE. / - " /i � ' compliance with Section 553.908 ; .' ° ' �` ��V' ff ; I herebycertifythat this building, as.desi ne , i n com Tian with the Florida Energy Cr Florida Statutes. .`•••CODWE.... ,e. OWNER/AGENT. -..� t`" '�`>,." -' BUILDING OFFICIAL' DATE.1 = DATE. A-^f • • • • - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 5.0 ACH50 (R402.4.1.2). 6/30/2017 4:42 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Liza Ciraldo & Brain Batt Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1270 Lot # Owner: Liza Ciraldo & Brain Batt Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 501 NE 92nd Street Permit Office: Miami Shores Cross Ventilation: County: Miami -Dade Jurisdiction: 231000 Whole House Fan: City, State, Zip: Miami Shores , Family Type: Single-family FL , 33138 New/Existing: Existing (Projected) Comment: CLIMATE V Design Location TMY SiteIECC Design Temp Int Design Temp Heating Design Daily Temp 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 •• • • ` i Number Name Area Volume • • • •• • -- ----.r 1 Block1 1270 10160 • SPACES •• • • Number Name Area Volume Kitchen Occupants Bedrooms Infii IQ • • Fipished •. t-poled yid.. a 1 Main 1270 10160 Yes 4 2 1 • ` • fifes Yes Yes ` • • • • • 4 FLOORS • •' •• • ••• } • 4 # Floor Type Space Exposed PenWall Ins. R-Value Area Floor Joist R-Value Tile Weed Carpet 1 Crawlspace Main 152 ft 0 1270 ft2 0 0 1 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 1309 ft2 0 ft2 Medium 0.75 No 0.9 No 0 14 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full cathedral ceilin Unvented 0 1270 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented) Main 30 Blown 1270 ft2 0.11 Wood 6/30/2017 4:42 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS V if Drnt S ace AdjTOacent Wall Type p Cavity Width R-Valup Ft In Height Ft In Sheathing Framing Solar Area R Valup Frantion Ahsor Below Grade% 1 N Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Concrete Block - Int Insul Main Garage Concrete Block - Int Insul Main 4.1 46 8 4.1 45 0 4.1 33 10 4.1 12 4 4.1 12 3 4.0999 19 6 8 0 8 0 8 8 8 8 373.3 ft2 0 0.1 360.0 ft2 0 0.1 270.7 ft2 0 0.1 98.7 ft2 0 0.1 98.0 ft2 0 0 0.1 156.0 ft2 0 0.1 0 0 0 0 0 0 2 E 3 S 4 W 5 N 6 W DOORS v' # Omt Door Type Space Storms U-Value Ft Width Height In Ft In Area 1 N Wood Main S Wood Main N Wood Main None None None .46 .46 .46 3 2 6 8 3 2 6 8 3 6 •41• • •----• 21.1 ft2 21.1 ft2 20 ft2 2 3 WINDOWS Orientation shown is the entered, Proposed orientation. ' ' ' • • - • ----�" -- # Wall Omt ID Frame Panes NFRC U-Factor SHGC Area Overhang ' • Depth Sepagtipo Int Shade • • Scre:niV' 1 N 1 Metal Single (Tinted) Yes N 1 Metal Single (Tinted) Yes N 1 Metal Single (Tinted) Yes N 1 Metal Single (Tinted) Yes E 2 Metal Single (Tinted) Yes E 2 Metal Single (Tinted) Yes E 2 Metal Single (Tinted) Yes E 2 Metal Single (Tinted) Yes S 3 Metal Single (Tinted) Yes S 3 Metal Single (Tinted) Yes W 4 Metal Single (Tinted) Yes W 4 Metal Single (Tinted) Yes 1.06 0.45 1.06 0.45 1.06 0.45 1.06 0.45 1.06 0.45 1.06 0.45 1.06 0.45 1.06 0.45 1.06 0.45 1.06 0.45 1.06 0.45 1.06 0.45 15.9 ft2 38.3 ft2 15.9 ft2 13.7 ft2 13.7 ft2 14.3 ft2 17.3 ft2 15.9 ft2 18.8 ft2 38.3 ft2 7.9 ft2 15.9 ft2 2 ft 0 in 1 ft 2 ft? • DrapeS/blirldt 2 ft 0 in 1 fil n •: Drapes/b& d's' •• •• •••• 2 ft 0 in 1 ffi IN. • • Drapes/bliruls 2 ft 0 in 1 fi2 in • Drapes/blinds 2 ft 0 in 1 12 in*' • Drapes/blinds 2 ft 0 in 1 ft 2 in Drapes/blinds* 2 ft 0 in 1 ft 2 in Drapes/blinds 2 ft 0 in 1 ft 2 in Drapes/blinds 2 ft 0 in 1 ft 2 in Drapes/blinds 2 ft 0 in 1 ft 2 in Drapes/blinds 3 ft 0 in 1 ft 2 in Drapes/blinds 3 ft 0 in 1 ft 2 in Drapes/blinds Ndhn •' None 4 ••••II, None •' None••: N• • , None None None None None None None 2 3 4 5 6 7 8 9 10 11 12 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 204 ft2 204 ft2 64 ft 8 ft 0 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 846.7 46.48 87.41 .1754 5 6/30/2017 4:42 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HOT WATER SYSTEM 1/ # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM 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 ON RLF Heat Cool 1 A Attic 6 90 ft2 Attic 90 ft2 Default Leakage Main (Default) (Default) 1 1 1 B Attic 6 90 ft2 Attic 90 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable CoolingJan Heatin Venting Thermostat: )C) Jan Jan Y Feb )9 Feb Feb Mar X Mar X Mar Ceiling A r Apr X Apr Fans: Ma May May X Jun [X] Jun [ ]Jul ' Jun [ ] Jul Jul X Au Aug ' Aug Se • Sep • . Sep Oct �, }OCt [X] O t .••• . Nor• Xj)Lov • x]Ngy • -- Dao.. ;X) Dec Dec 1 •.• . • Thermostat Schedule: HERS 2006 Reference Hours • . Schedule Type 1 2 3 4 5 6 7 8 9 .... 10 .. 11 . 12: • • " • . • . • •••• • .. .•..1 Cooling (WD) AM 78 78 80 78 78 78 78 78 78 778 • 78 78 • • 8• • • -• Cooling (WEH) AM 78 78 78 78 78 78 78 78 78• • • 78 . • yg 78• • • « PM 78 78 78 78 78 78 78 78 7F • 78 78 78 .. �g Heating (WD) AM 66 66 68 68 66 68 66 68 68 68 68 68 68 68 • 68 : •• • 66• • 66. • •.. • • • ••••r Heating (WEH) AM 66 66 68 68 66 66 68 68 68 68 68 68 68• • •68 • • 66. • 6666 6/30/2017 4:42 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 • ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 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=1.06 SHGC: SHGC=0.45 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 501 NE 92nd Street , Miami Shores, FL, 33138 Existing (Projecte Single-family 1 2 No 1270 Insulation R=0.0 R= R= Area 225.86 ft2 ft2 ft2 ft2 2.106 ft. 0.450 Area 1270.00 ft2 ft2 ft2 9. Wall Types a. Concrete Block Int Insul, Exterior b. Concrete Block Int Insul, Adjacent c. N/A d. N/A 10. Ceiling Types a. Roof Deck (Unvented) 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 14. Hot water systems a. Electric 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: Insulation Area R=4.1 1102.70 ft2 R=4.1 254.00 ft2 R= ft2 R= ft2 Insulation Area R=0.0 1270.00 ft2 R= ft2 R= ft2 R ft2 •••% 90 • •••• • • • • • • • katu/hr •e1jerty • •36.0 SEER:V.00 •••• •• • • • • • tt3tu/hr :Efflciertcy 34.0 COP:0.40 •••• • • • • • • • • • • • •• • • Call 50 gallons ••£f!0.95 • • • • • • • 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 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 R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/30/2017 4:42 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 • • • • FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods • ADDRESS: 501 NE 92nd Street Permit Number: Miami Shores , FL , 33138 1ANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Secti ns R402.1 through R402.4.4. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. ▪ R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defineQ jr`lection 553.993(5) or (7), Florida Statutes or individulas licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provident to tle .ode officlai Vesting shallbe•:' performed at any time after creation of all penetrations of the building thermal envelope. ' • • "' • •• • • During testing: • • • 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the Ihtt teled weatherstripping or • • other infiltration control measures; ...• • • • • • 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, buirv4 sealed beyand'igteded infiltration control measures; • • 3. Interior doors, if installed at the time of the test, shall be open; • • • 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; • ' • • • 5. Heating and cooling systems, if installed at the time of the test, shall be tumed off; and • • • • • • 6. Supply and retum registers, if installed at the time of the test, shall be fully open. • • • • R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers and outdoor combustion eir. •• • • • • • • • • R402.4.3 Fenestration air leakage Windows, skylights and sliding glass doors shall have an air infiltration rate of no more th*r 43 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 10J R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating Toad. R403.2.2 Sealing (Mandatory)1ll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g), or (I), Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. • 6/30/2017 4:42 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) J R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. Extemal heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/: inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403..4 Water heater efficiencies (Mandatory). R403.4.4.1 Storage water heater temperature controls ▪ R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum tergRenture setting range shall be from 100°F to 140°F (38°C to 60°C). • • • • •••• ▪ R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supsolied to electric service systems to be tumed off. A separate valve shall be provided to permit the energy supplied So the main busner(s) of • combustion types of service water heating systems to be tumed off. • • • . • R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meeftlia hynimumgfiilieflgjes of Table • C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type 0Pequipmeat installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appoopiate water : • • . heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. • • .. •.. . R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are=2teQDythe annual solar energy • factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Centel Directory of • Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for $b13rC.Ilectors• and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, CoIl gtpll; itl installeid solar rater . heating systems should meet the following criteria: • • • • 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 3.§�H R40 eating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. • 6/30/2017 4:42 PM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDMORY REQUIREMENTS - (Continued) f c • I R403.6.1.2 Hea ting equipment capacity ▪ R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. ▪ R403.6.1.2.2 Electric resistance furnaces. Electric resistance fumaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumers shall not be Tess than the design load calculated in accordance with Section R403.6.1. •• • • • • R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or ?• tlhg $quipmgrJpapaity on an • intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have gclupment sized ortontrolled to • • prevent continuous spacecooling or heating within that space by one or more of the following options: • • • • • • 1. A separate cooling or heating system is utilized to provide cooling or heating to the major ente`rtalnnnent are s • • • • • 2. A variable capacity system sized for optimum performance during base load periods is utilized.. • • • • • . • R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall ottr$ly14th Sections C303 and C404 of the Commercial Provisions in lieu of Section R403. • • • • • • • • • R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service Ib le building, shill • include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and go pregipitation tsfal$ng• • • and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. • • • •• • • • • • • • R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and ingraw:d spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0‘ R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously buming pilot lights. . R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or • solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efrycacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously buming pilot lights R405.?,/Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the retum duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that Toad. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. • • 6/30/2017 4:42 PM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Liza Ciraldo & Brain Batt Builder Name: Street: 501 NE 92nd Street Permit Office: Miami Shores City, State, Zip: Miami Shores , FL , 33138 Permit Number: Owner: Liza Ciraldo & Brain Batt Jurisdiction: 231000 Design Location: FL, Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. / jV/ Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls Comers and headers shall be insulated and the junction of the foundation II and sill plate shall be sealed. . . •, The junction of the top plate and the top or exterior walls shall be hhallid.; 4/1 Exterior thermal envelope insulation for framed walls shall be instaijip. substantial contact and continuous alignment with the air barrier. • Knee walls shall be sealed. • • • • • Il ... !' ... • .. • • • • • • • • : • Windows, skylights and doors The space between window/door jambs and framing and skylights Md • • framing shall be sealed. . • - • • • • • •••• ••, • Rim joists •_• -6-- Rim joists are insulated and include an air barrier. -.I, • Floors (including above -garage and cantilevered floors) Insulation shall be installed to maintain permanent contact with underside of • • subfloor decking. e • • . •• . The air barrier shall be installed at any exposed edge of insulation.• • • • • • • •• • / • • • • • • • • Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. / \ / YY Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. I % Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. J v Garage separation Air sealing shall be provided between the garage and conditioned spaces. �/ Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. / + / vvv Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. % �/ Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. , I Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. V HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. / V Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have17 gasketed doors ••• •• • ••• • ••• • •• ••• • .• • ••• • ••• • 6/30/2017 4:42 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 r Liza Ciraldo & Brain Batt 501 NE 92nd Street Miami Shores, FL 33138 Residential System Sizing Calculation Summary Project Title: Liza Ciraldo & Brain Batt 6/30/2017 Location for weather data: Miami IAP, FL - Defaults: Latitude(26) Altitude(30 ft.) Temp Range(L) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(57qr.) Winter design temperature(MJ8 99%) 52 F Summer design temperature(MJ8 99%) 91 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 18 F Summer temperature difference 16 F Total heating toad calculation 14051 Btuh Total cooling Toad calculation 31407 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 242.0 34000 Sensible (SHR = 0.75) 98.3 27000 Latent 228.0 9000 Total 114.6 36000 Winter Heating Load (for 1270 sqft) Load component WINTER CALCULATIONS Load Window total 226 sqft Wall total 1069 sqft Door total 62 sqft Ceiling total 1270 sqft Floor total 1270 sqft Infiltration 48 cfm Duct Toss Subtotal Ventilation TOTAL HEAT LOSS 0 cfm 4309 Btuh 2870 Btuh 515 Btuh 728 Btuh 2498 Btuh 940 Btuh 2190 Btuh 14051 Btuh 0 Btuh 14051 Btuh Summer Cooling Load (for 1270 s qft) Cnitngsi52%i j Fioorst17.8%1 J SUMMER CALCULATIONS Load component Load Window total Wall total Door total Ceiling total Floor total Infiltration 36 cfm Internal gain Duct gain Sens. Ventilation 0 cfm Blower Load Total sensible gain Latent gain(ducts) Latent gain(infiltration) Latent gain(ventilation) Latent gain(intemal/occupants/other) Total latent gain TOTAL HEAT GAIN 226 sqft 1069 sqft 62 sqft 1270 sqft 6685 Btuh 2551 Btuh 887 Btuh 3033 Btuh 2254 Btuh 627 Btuh 4720 Btuh 6127 Btuh 0 Btuh 575 Btuh 27459 Btuh 1768 Btuh 1380 Btuh 0 Btuh 800 Btuh 3948 Btuh 31407 Btuh 8th Edition Ceilings(9.7%) W'alls(8.1%) Floars(7.2%) Doors(2.8%) Infil.(6.4%) .••• •• • • •••• • • • • •• • • • • ••• • •• • • • • • rW,ndov.st3a.7%i r • • • nr •. • • CGCC �•• •• • • !7^�SO • • • • • • • • • • • • • • • Inril I5 7% Ooors(3.15:) • • • • • • • • • • • • • • • • • Windows(2 1.3%) Blower(1.8%) Latent int(2.5%) Ini.Gain(15.0%) EnergyGauge® Syste Sizing PREPARED BY: _ 1 DATE: EnergyGauge® / USRCZB v5.1 RECEIVED SEP29 2017 Florida Gene►al (305)505-4015 Ciraldo Residence 501 NE 92 St Miami Shores, FL September 26, 2017 Florida One General Contractors 2205 Arch Creek Drive North Miami, Fl. 33181 CGC # 1520690 Floridalgc@gmail.com Ph.: 305 505-4015 Ciraldo/Batt renovation contract Job name: Ciraldo /Batt Residence Job address: 501 NE 92 Street Miami Shores, Fl 33138 Architect Firm: Max Wolfe Architect Lead Architect: Max Sturman Contractor: Florida One General Contractors Inc. Qualifier: Robert Fleming CGC Construction Procedure/ Payment Schedule 1) Submit building applications along with plans for approval Obtain and pay for building permits (building, plumbing, electrical) 2) Have construction toilet delivered to jobsite to remain for duration of construction 3) Complete demolition of ceiling joists/ dining room wall/ kitchen header / kitchen walls/hallway entry / portion of living room walls/transport and dispose of all construction debris 4) Fabricate/ deliver/hoist /install 8" tall 256" long structural steel I beam/ weld into place and fasten to foundation and ridge beam using 3/8 " thick structural steel columns with welded 1/2" thick steel plates 5) Fabricate and fasten 1/4" thick structural truss brackets required by engineer as per plans dictate 6) Wire entire house to 2017 Florida Building Code requirements 7) Remove existing plumbing and plumb house correctly to meet FBC requirements ( all existing DWP under house to be removed and replaced with new 4" main and piped to meet 2017 FBC)(work performed by MSP) Frame shower pan with PT lumber Install master bath shower pan/ rough controls for A/C and mechanical installation (work performed by Channin Mecanical)) 8) Frame ceiling joists to match up to ridge beams, extend walls plumb to ceiling, repair structural, prepare house for drywall installation 9) Call for framing inspection 10) Call for rough plumbing inspection 11) Call for rough electrical inspection 12) Call for rough mechanical inspection 13) Apply R-30 spray foam insulation to ceiling, trim to accept drywall 14) Install 5/8" drywall to exposed walls and ceilings 15) Install water and mold resistant Hardy backer board to "wet areas of house (bathroom floors/shower walls) ( work performed by MSP) 16) Install green board to remaining bathroom walls/ kitchen walls 17) Install corner bead where necessary to plumb wall corners Apply joint tape to all drywall seams 18) Call for drywall inspection 19) Plaster walls and apply compound to ceilings 20) Sand ceilings to smooth finish 21) Install sub floor in Dining room level to existing wood subfloors 22) Install new Oak flooring in Dining room and kitchen/ patch existing flooring (by others) 23) Fill/sand and finish all Oak flooring (by others) 24) Apply multiple coats of Poly Urethane to new flooring (by others) 25) Cover flooring with Roslin paper to protect t 26) Install baseboard and trim around doors 27) Caulk all woodwork 28) Paint interior with primer paint 29) Paint ceiling with Benjamin Moore Murosco ceiling white 30) Paint all trim work with Benjamin Moore white trim paint 31) Paint walls with Benjamin Moore eggshell 32) (All paint work by others) Install tile work in master bath (shower floors/ shower wall/ bathroom floor and baseboard Install master bath 42" vanity (original cabinet to be reinstalled) Install original kitchen cabinets removed at beginning of job Install countertops for kitchen cabinets/ bathroom vanity with 4" backsplash Install bathroom sink/ faucet (work performed by MSP) Install master bath toilet (work performed by MSP) Install interior door hardware for 2 bedrooms/ 2 bath rooms/ garage door Install kitchen sink/ faucet (work performed by MSP) Install original kitchen appliances 33) Install all electric trims on switches/ lights and outlets (work performed by J& M electric) 34) Install A/C grill (work performed by Channin Mechanical)) 35) Install shower head and control knobs (work performed by MSP) Repair exterior door openings with new corner bead and stucco to match existing finish 36) Prime stucco patch and paint to match existing color 37) Remove all construction related materials and clean house 38) Call for final inspections 39) Close permits This is a general description of the scope of work to be completed and does not cover all the details of the work that will be performed to complete the job as per plans dictate. This contract is based on plans provided to Florida One General contractors submitted to the Village of Miami Shores for approval for construction. Any changes required by the Village of Miami Shores Building Department requiring additional work beyond the scope of work listed in the contract will require a change order document to be drafted and agreed upon by Florida One General Contractors and the owners or owner's representative before additional work can commence. This contract includes material, labor, equipment, delivery, disposal costs and misc. supplies needed to complete the work as described. This is a good faith estimate of the costs that will be occurred to complete the build as designed. Some costs will vary but they typically usually balance out each other. Any unforeseen circumstances encountered that will require additional work and material not covered on the plans and scope of work will be addressed with a written change order. Estimated cost to complete: $ 67,200 Payment schedule payment balance 1) Initial deposit $ 15,000 $ 52,200 (to cover items 1-12 on contract ) ( allowance of $300 for master shower controls/ shower head/ drain trim) 2) first draw ( due after passing framing inspection, rough plumbing, rough electrical, rough mechanical) $ 20,000 $ 32,200 (to cover items 17-22 on contact) 3) second draw ( due after passing drywall screw inspection) $ 20,000 $12,200 ( to cover items 24-52) ($500 tile allowance, $2500 countertop allowance, $250 master bath toilet allowance, $150 interior door hardware allowance, $500 kitchen sink/kitchen faucet allowance, $1500 kitchen appliance allowance) 4) final draw ( due after permit is closed) $ 12,200 $ 0 Payments payable to : Florida One General Contractors Inc. Payment is due within 14 days of request for payment Outstanding balances that exceed 14 days will accrue 12% late payment interest as permitted by the State of Florida. All work will be performed by Florida licensed and insured contractors in a safe and timely manner barring unsafe weather conditions. The jobsite will remain free of any excessive debris in order to provide a safe and orderly work site. Robert Fleming Florida One General Contractors Inc. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000357-2018 Permit Number: RC-7-17-1880 Scheduled Inspection Date: October 03, 2018 Inspector: Naranjo, Ismael Owner: LIZA ROSE CIRALDO Address: 501 NE 92 ST Permit Type: Building (Residential) Inspection Type: Building Final Work Classification: Alteration Phone Number: 9177441879 Miami Shores , FL 33138 Parcel Number: 1132060141120 Project: <NONE> Contractor. FLORIDA ONE GENERAL CONTRACTORS INC Phone Number: 3055054015 ROBERT F FLEMING Building: Department Comments INTERIOR RENOVATION NEW FLOORING Checklist Item General Comments Passed Passed False Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Comments Inspector Comments October 02, 2018 For Inspections please call: 305-762-4949 Page 16of33