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RC-17-1868
Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 PBrrrtit NO.. RC -7-1 t Type: Residential nstru> en'' Its-stticati Alteratillt' Parcel Number 011: APPROVEC Expiration: 02/18/201 Applicant 1216 NE 93 Street Miami Shores, FL 1132050270160 Block: Lot: NATALIE ARANSAENZ Owner Information Address Phone Cell NATALIE ARANSAENZ 1216 NE 93 Street MIAMI SHORES FL 33138- (305)505-7881 1216 NE 93 Street MIAMI SHORES FL 33138- Contractor(s) Phone M & Z COMPLETE CONSTRUCTION Its (305)467-3089 Cell Phone Valuation: Total Sq Feet: 44,825.00 2600 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: TILE FLOORS Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : KITCHEN AND BATH Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: TILE FLOORS KITCHEN AND BATH Classification: Residential Fees Due Bond Type - Owners Bond CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Notary Fee Penalty Fee Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Work without Permit Fee Total: Amount $500.00 $27.00 $50.00 $20.17 $20.17 $9.00 $5.00 $100.00 $1,344.75 $120.00 $80.00 $120.00 $21.00 $36.00 $1,344.75 $3,797.84 Pay Date Invoice # 07/20/2017 08/22/2017 Bond #: 3493 Pay Type RC -7-17-64645 Credit Card Credit Card Amt Paid Amt Due $ 50.00 $ 3,747.84 $ 3,747.84 $ 0.00 Building Department Copy Available Inspections: Inspection Type: Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Fill Cells Columns Review Building Review Building Review Building Review Mechanical Review Electrical Review Structural Review Structural Review Structural Review Plumbing August 22, 2017 2 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 868 Permit Type: Res e t Constrlul>"tian Wo � S1fJC tiC}i7, !filter; tion Parcel Number PROVE:, _. Expiration: 02/18/2018 Applicant 1216 NE 93 Street Miami Shores, FL 1132050270160 Block: Lot: NATALIE ARANSAENZ Owner Information Address 1216 NE 93 Street MIAMI SHORES FL 33138- 1216 NE 93 Street MIAMI SHORES FL 33138- Phone CeII Contractor(s) Phone M & Z COMPLETE CONSTRUCTION IN (305)467-3089 CeII Phone Valuation: Total Sq Feet: $ 44,825.00 2600 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: TILE FLOORS KITCHEN AND BATH 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: TILE FLOORS KITCHEN AND BATH Classification: Residential Fees Due Bond Type - Owners Bond CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Notary Fee Penalty Fee Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Work without Permit Fee Total: Amount $500.00 $27.00 $50.00 $20.17 $20.17 $9.00 $5.00 $100.00 $1,344.75 $120.00 $80.00 $120.00 $21.00 $36.00 $1,344.75 $3,797.84 Pay Date Pay Type Invoice # RC -7-17-64645 07/20/2017 Credit Card 08/22/2017 Credit Card Bond #: 3493 Amt Paid Amt Due $ 50.00 $ 3,747.84 $ 3,747.84 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Fill Cells Columns Review Building Review Building Review Building Review Mechanical Review Electrical Review Structural Review Structural Review Structural Review Plumbing 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 AFFID .�� that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ore, au orize the above-named contractor to do the work stated. construct' August 22, 2017 Authori d Signa Owner / Appliednt / Contractor / Agent Date August 22, 201 1 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION 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 No. Sub Permit No. RECEIVED AL 2 0 N17 Wc1-1 Sh FBC 20►U RC R-I$(p8 ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR JOB ADDRESS: City: Folio/Parcel#: Miami Shores County: Miami Dade \\--510:5-0)-7-01b0 11-- Load: Construction Type: Z S LCk?JFlood Zone: BFE: FFE: DRAWINGS Zip: 3`5 11� Is the Building Historically Designated: Yes NO '( Occupancy Type: OWNER: Name (Fee Simple Titleholder): N oiA t .91 t -A-04; s Phone#: Address: R V" L 9 s 5k City: 1\)\ I MA I S\\ 0 0-e, Tenant/Lessee Name: Phone#: Email: 'Nil pp CONTRACTOR: Company Name: l "I 4 2- Corp Z Co& SIl -4ACJ l ®/0 Phone#: (3t2 ) y6 7 .7Q 0/2 State: V L "V51 3 8 Address:,!Vi SW 53(...)1 • City: Pt. La .1/4p..'Av.,QA - yState: FL zip: .1-51 1?.... Qualifier Name: ICO. IN) a 2. P t. GGi I (A.% Phone#:(Q?) % 6 '/- . o% State Certification or Registration #: C GG t S 6 S 3 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: p a n Value of Work for this Permit: $ 4'1 C �. S". Square/Linear Footage of Work: roc 600 Type of Work: ❑ Addition 14 Alteration ❑ New Certificate of Competency #: Description of Work: Ti CZ_ .e-0 ®(L •S k C N d w. ct W012. IR.. I a C! o (- c.d ii C ,f Of ElRepair/Replace El Demolition 0.O a 1 1-o©Aft S iZ Macal-e i Specify color of color thru tile: Submittal Fee $ GO • Permit Fee $ i a3'11 1 s CCF $ • 00 Scanning Fee $ 2-1 - Technology Fee $ ® 03 Structural Reviews $ -"PENAL-r"( (co. o (Revised02/24/2014) Radon Fee $ 1� DBPR $ ZO I� Training/Education Fee $ 9 • co `2o. OD 12- co CO/CC $ 50 Notary $ CX) Double Fee $ 113 Li Bond $ ,3OC • CO TOTAL FEE NOW DUE .'3 Q.9 Bonding Company's Name (if applicable) 4, Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. AGENT The foregoing instru 'ent ,.'s acknowledged before me this I i day of J v , 20 _ -Iby Nal11o1Z 1iQo.Ns.Lwho is personally Y " known to Mme or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: PaA OrN Signature h t.) pa, (A vi uk CONTRACTOR The foregoing instrument was acknowledged before me this ZO day of0 1 �, 20 19. , by M nnc p dileuigfirsIpersonally known to as me or who has produced "F 1 tout Vt Irk as identification and who did take an oath. NOTARY PUBLIC: Print: MCOQt;•)`r Seal: MAR ^ RA)I(E ICI1 MY COMMISSION 4 FF 912304 tea; EXPIRES: December 23, 2019 f' Bonded Thru Notary Pu!do Unda writsrs ************************** APPROVED BY (Revised02/24/2014) Sign: Print: Seal: i MAHARAI K. GONZALEZ 02 EXPIRES: November 2, 2020 Bonded Thru Notary Public Underwriters ************************************************* Plans Examiner Zoning Structural Review Clerk 7/20/2017 Property Search Application - Miami -Dade County fFICE OF THE P Summary Report Property Information Folio: 11-3205-027-0160 Property Address: 1216 NE 93 ST Miami Shores, FL 33138-2941 Owner MAHER NANA NATALIE ARANSAENZ Mailing Address 1216 NE 93 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3 / 1 / 0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,469 Sq.Ft Lot Size 12,500 Sq.Ft Year Built 1951 Assessment Information Year 2017 2016 2015 Land Value $450,000 $419,000 $381,000 Building Value $180,937 $181,403 $181,869 XF Value $23,983 $24,141 $15,980 Market Value $654,920 $624,544 $578,849 Assessed Value $654,920 $287,927 $285,926 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $50,000 $336,617 $292,923 Homestead Exemption $235,926 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description BAY LURE PB 44-63 LOT 3 & W25FT LOT 4 BLK 2 LOT SIZE IRREGULAR OR 19331-1892 10 2000 4 Generated On : 7/20/2017 Taxable Value Information Previous 2017 2016 2015 County Exemption Value $0 $50,000 $50,000 Taxable Value $654,920 $237,927 $235,926 School Board Exemption Value $0 $25,000 $25,000 Taxable Value $654,920 $262,927 $260,926 City Exemption Value $0 $50,000 $50,000 Taxable Value $654,920 $237,927 $235,926 Regional Exemption Value $0 $50,000 $50,000 Taxable Value $654,920 $237,927 $235,926 Sales Information Previous OR Sale Price Book- Qualification Description Page 06/13/2017 $820,000 30592- Qual by exam of deed 1650 10/01/2000 $0 19331- Sales which are disqualified as a result of 1892 examination of the deed 12/01/1997 $199,000 17904 -Sales which are qualified 2539 03/01/1989 $0 14031- Sales which are disqualified as a result of 3294 examination of the deed 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: Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and Team more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC1515903 ISSUED: 08/21/2016 CERTIFIED GENERAL CONTRACTOR RADKEVICH, MARINA G. M & Z COMPLETE CONSTRUCTION INC IS CERTIFIED under the provisions of Ch.489 FS. Expiration date : AUG 31.2018 L18082100103451 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER The GENERAL CONTRACTOR Named below* CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 RADKEVICH, MARINAG M & Z COMPLETE CONSTRUCTION INC 2524 FILLMORE STREET.. HOLLYWOOD FL33020 ISSUED: 08/21/2016 DISPLAY AS REQUIRED BY LAW SEO # 11608210003451 004792 Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 6285878 BUSINESS NAME/LOCATION M & Z COMPLETE CONSTRUCTION INC DOING BUS IN DADE CO MIAMI FL 33000 RECEIPT NO. RENEWAL 6551577 EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter BA — Art 9 & 10 OWNER SEC. TYPE OF BUSINESS M & Z COMPLETE CONSTRUCTION INC 196 GENERAL BUILDING CONTRACTOR MARINA G RADKEVICH PRES CGC1515903 Worker(s) 1 PAYMENT RECEIVED BY TAX COLLECTOR $75.00 09/20/2016 CREDITCARD-16-055373 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holders qualifcadons, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0. above must be displayed on all commercial vehicles — Miami—Dade Code Sec Ba -276. For more information, visitwww.miamidado.gov/faucoliectar ASC i® �- CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDmONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). I DATE ( 11/2/2016 PRODUCER 1st A7legiant Insurance, LLC. 2419 Hollywood Blvd. Ste. E Hollywood INSURED FL 33020 M&Z Complete Construction Inc 3484 SW 53rd Ct Ft Lauderdale COVERAGES ElarrLeighton Campbell P (954)378-3235� F�AX" I No (959) 3 323-5977 ADDS; Leighton@ istallegiant . cote INSURER(SIAFFORDING COVERAGE INSURER A :Evanston INSURER B: INSURER C: INSURER D : FL 33312 INSURERE INSURER F; CERTIFICATE NUfIMBER:2 Blanket Cov Certificate THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN NAIC i! ;35378 REVISION NUMBER: INDICATED. NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDTTiO ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD OR MAY PERTAIN, THE INSURANCE AFFORDED oDCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUEDNOF ANY CONTRACT OR OTHER INSR EXCLUSIONS AND CONDITIONS OF SUCH PCOLIICIIES.S. LIMITS SHOWN MAY HAVE BEEN REDUBY THE CED BY PAID CLAIMS. HEEIN IS SUBJECT TO ALL THE TERMS, slasU LIR ! TYPE OF INSURANCE INgp `f POLICY NUMBERCY EFF I POLICY EXP ? I $ I COMMERCIAL GENERAL mown'PAIWO -� j I ? CLAIMS -MADE j -X-1 OCCUR $ 3SH4B46 -T—' i GEN L AGGREGATE LIMIT APPUES PER $Ippm i JJERC01 i JLOC — I OTHER AUTOMOBILE LIABILITY ANY AUTO ( ALL Q D ; AUTOS HIRED AUTOS D/YYYY) (M5/DONINYI I 11/1/2016 1 11/1/2017 i AS PULED `_f AUTOSNOOOWNED UMBREUA UAB j OCCUR EXCESS UAB 1 CLAIMS -MADE PED -1 i RETENTIONS !WORKERS COMPENSATION AND EMPLOYERS' UUABJL(TY Y / N . CFXECUTNE((dGNHIXLUDEI NIA n ;Ifyes, describe under DESCRIPTION OF OPERATIONS below UMTTS EACH OCCURRENCE DAMAGE TO RANTED PREMISES (Ea ochahrrenee) MED EXP (Any one person) S s I PERSONAL & ADV INJURY I S ��ENERAL AGGREGATE S I PRODUCTS - COMP/OP AGG j S i Employee Benefits S COMBINED SINGLE LIMIT (Ea =km BODILY INJURY (Per person) S ? BODILY INJURY (Per accident) S PROPERTY DAMAGE I. (Per ncrrePnt) IS 1,000,000 50,000 10,000 2,000,000 2,000,000 $ LEACH OCCURRENCE AGGREGATE PER H- I STATUTE t H I ERE ( EL EACH ACCIDENT i S EL DISEASE _EA EMPLOYEE S EL DISEASE -POLICY LIMIT 1 S DESCRIPTION OF OPERATIONS / LOCATIONS/VEHICLE$ (ACORD 101, AddBionat Remarks Schedule, may be attached B more space Is required) CGC1515903 CERTIFICATE HOLDER MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2 AVE. MIAMI SHORES, FL 33138 ACORD 25 (2014101) INS025 (201401) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Leighton Campbell/LC © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 11/4/2016 EXPIRATION DATE: 11/4/2018 PERSON: RADKEVICH MARINA FEIN: 262857499 BUSINESS NAME AND ADDRESS: M8Z COMPLETE CONSTRUCTION, INC 3484 SW 53 CT. FORT LAUDERDALE FL 33312 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certlflcates of election to be exempt_ apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time atter the filing of the notice or the Issuance of the certificate, the person named on the notice or certificate no longer meets the requirements alibis section for issuance of a certificate fate The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 M&Z COMPLETE CONSTRACTION, INC 3484 SW 53 court Ft. Lauderdale, FL 33312 (305)528-1704 or (305)467-3089 (954)923-9791fax E-mail: marinkar83(&mail.ru Date: State of F to % Country of lb Before me this day personally appeared P\ Vat Cl iGe,,,; U- who, being duly sworn, deposes and say: That he or she will be the only person working on the project located at: °V7 5A. _ \,Ukl, �i\a/".5r R 3.5 13 9 Contractor Signature Sworn to (or affirmed) and subscribed before me this By NM 0. - t J : .tib 41•!.. MAHARAI K. GONZALEZ ='•,., MY COMMISSION # GG 044602 :r_'; "` 1 EXPIRES: November 2, 2020 . Bonded Ihru Notary Public Underwriters 1 day of . 20 j i , Personally know X OR Produced Identification Type of Identification Produced pi br iU XS l Prin , Type or Stamp Name of Notary Notice to Owner — Workers' Com p Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation 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: State of Florida County of Miami -Dade The foregoing waspacknowledge before me this \ day of By I 0\/� &.XJ\ V. -0W aSi.. P! Z - ,2011. who is personally known to me or has produced �(� ] as identification. Notary: 1 "\ �'(L I tJ �. 1=u•G1 t UZv ; SEAL: 4.0.r z,, MARINA RADKEVICH = MY COMMISSION # FF 912304 ma ' EXPIRES: December 23, 2019 ''%Jif nth Bonded Thu Notary Pu4Gc Underwriters • _C - 16 g refer only to circled/detailed items 1=input above O=output below 1216 NE 93 St 1=input I INPUT B1f Q V Pad I thn w/d Output at bottom Wall Id/ft: 50 Roof D Id: 15 Roof L Ld 1 • • • • 30 WIND WIND 1 1 Ouput I New New -Net Wall New -Des. Roof New.11&dl New ftr& New •.•C2fc'd roofMem o.c. uplift.psf.avg windLdPsf Ftr Psf-brg TribArea load/psf roof wall load/ft wall ht.'I'fr•width+' . 2 58 49 2000 18 45 1276.5 9.33 1.0432 Exist New Exist. Wall New Beam New Beam w= 810 WINR.•.iip1/straph... • wallTribArea Wall TrArea FtrWidth'= Clr Span- Trib area Bm-W#= ReifMasTA #/ft ReMar• •:• :2088 • 13 4.75 0.782625 13.5 15 675 4 45 • 6ir #=• • 4 Hip # EfDepthBm" 3 ReMom= As Col= Bm Mom As Bm . • •• •3654 • WdBmSx 1670.4 9 3 2238.4 0.233167 15377.34 0.587755 ' • • 159.7646 Wd BM Sx= 162.8668 Lat#walll/2 6 TotBmMom= 16927.34 Sx Beam= Exist rf tot= 798.75 457.17 P-IoadOnBm L Bm- M pxL/4= 6.989702 wall ht Ex wall= 466.5 Bm size w 10 620 10 1550 0.1 Ex' Ftr: 300 8 TA Rf1 LL+DL rf TA rf2 to slab slab#/ft Wall#/ft Depth" 0.01 55 9.8 4 95 40 STRUCTURAL REVIE\.: APPROVED 1 ••• • • • • •. • •• • • • • • • • • • Col-I/w/d 10 Alex Bereznoj PE #74083 0.3 # x #= K2 Design Ste 255 Sunny Isles 0.3 13 5 65 Per FBC 907 3103 1707OCollins Ave Col Wt Ib Sx 2014 954 904 3103 33160 144 49 B thk- D- asce7-10 8.8.17 5.632 1.5 14 180 mph 49 SolidSx= 49 EXP C 3.Sec.gust cat 2 Tot Sx 103.632 ************ OUTPUT below = See 1 thru 15 below that apply B1 1 Exist Concr Beam 8x16 //��� °I) B1 Footer 2 Exist. 18" W. load= 1345#/ft= 897 PSF worst case t.�� .,0\111111//0 \,��„ i I I I � ( �� BERF //�i. 3 \,�4 `GE N SF ?,1,0 i {01 4 Load = 6083# With 5 ft exist. ftr. .=811 PSF on footer , 01 5 3x3 x1/4" 1 calc = .16 vs 3.16 �` � h ;� ��' 7gpg3 Q , r -\ 4 n� r_ Uplift tot -= eonr_u 2-1/2"x6" � ,...,.�.,.�,. .,uie- nnrr �ic� 'fico .a�•__ , c4--- __ 7 L.I z R1 8 Wd Raft Mom=2992 Sx=31.2 Yel. pine 31.6 Available 1-2x12 �1 t ��- •- at2x6 connection FA,- ��~ Colllar 1 braced-Wd Load 2496# I calc= 0.376 Available 20.8 /LORONP►\-�R\\\e collarl 10 bolts 3- 1/2" .= 353 psi load on yel. Pine 14_2- 6(ktf}i U\\'u-k e \i070 . eo.tu t s ! '255 ue isPe,st t.- 33160 1 A6 t/� refer only to circled/detailed items 1=input above O=output below 1216 NE 93 St I=input 1 INPUT BELOW Pad I thn w/d Output at bottom - Wall Id/ft: 50 Roof D Id: 15 Roof L Ld 30 WIND WIND 1 1 Ouput I 1 New New -Net Wall New -Des. Roof New.11&dl New ftr& New Calc'd roofMem o.c. uplift.psf.avg windLdPsf Ftr Psf-brg TribArea load/psf roof wall load/ft wall ht Ftr width=' 2 58 49 2000 18 45 9.33 Exist New Exist. Wall . New Beam New Beam w= 810 WIND upl/strap# = wallTribArea Wall TrArea FtrWidth'= Clr Span- Trib area Bm-W#= ReifMasTA #/ft ReMas= 2088 13 4.75 13.5 15 675 4 45 Gir #_ ' 4 Hip # EfDepthBm" 3 ReMom= As Col= Bm Mom As Btu= • 365..... • WdBmSx 1670.4 9 3 2238.4 0.233167 15377.34 •• . . .• Col-I/w/d 10 Alex Berezno: : : #74F88••• 0.3 #x #= K2 Design Ste 25§•••alnny Ism. 0.3 13 5 65 Per FBC 907 3103 17070Cdljns.AVe ..' : COI Wt lb Sx 2014 954 904 31Q3.... ° • 33160 144 49 B thk- 5.632 1..5 49 SolidSx= . .• . . D- 14 asce7-10 . • • • . 8.1.1Z:. 180 mph •. • . ▪ . .. • •.• • . . • • • • . . . . j, , ",11 -,,. ',1,,-) _74 j 9 1 li 11 ! 9 \\\\\' IPar 2�3 �• • v.vvV.�VVI V4\ L . . ************ OUTPUT below = See 1 thru 15 below that apply • q No pads roof and wall Footer 2 Exist. 18" Wide load= 1345#/ft= 897 PSF worst case Continious Ftr ©.►e-, D. load & roof C1 Ftr 4 Load = 6083# With 5 ft exist. ftr. .=811 PSF on footer Continious Ftr . •• worst Moment = 7603 As= 0.209 Avail=.62 245 `Ecce C1 Ftr 6 Uplift tot-= 4326# Ftr=1511# beam=1104 # slab=2172 .=47870,K, C OLu net xi b B1 8 Load w= D load beam=134 LL=402 Dload= 210 w=746 8x16" . mom= 14176 As= 0.2384 Avail= 0.62 245 O;K, #3hoops 12'oc i= x .-. P0-1 (ROcF s4At'r c er C Colllar 9 braced-Wd Load 2496# 1 calc= 0.376 4- Available 20.8 t7, K. Collar! 10 bolts 3- 1/2" .= 353 psi load on yel. Pine L=3.33' unbraced C O L L A R. 'riE..- 16 Base 11 Load= 6083 # Moment= 316 Sx=.140 4 Avail= 0.195 • a.K, . Plate 3x8x.5/8" Base weld 3/16" 4326/2.25 .=1922PSI 0 ,K '80.s-,5 j, , ",11 -,,. ',1,,-) _74 j 9 1 li 11 ! 9 \\\\\' IPar 2�3 'ROLLED W AND WT SHAPES: ASTM—A992 GRADE 50 ROLLED M,S,C AND MC SHAPES AND ANGLES ASTM—A36 fy=36 I PLATES AND BARS: ASTM—A36 fy=36 ksi GOLD FORMED HOLLOW STRUCTURAL SECTIONS (HSS): Round Sections: ASTM—A500, Grade C, fy=46 ksi Square and Rectangular Sections: ASTM—A500, Grade 0, fy=46 ks PIPES: ASTM—A53, type E or S, Grade B, fy=35 ksi HEADED STUDS: ASTM—A108 BOLTS: ASTM—A325 ANCHOR RODS: ASTM—F1554 Grade 55 HARDENED WASHERS: ASTM—F436 STL PLATE A36 3x8x5/8 SECTION A -A SCALE 1 Y"-1'-0" 3" C 2-Y"x6„ BOLT ANCHOR EXISTING 2x8 RAFTER 16" 0.C. 4%4E=Wr 8" 4#5 EXISTING BEAM (8x16) TO REMAIN #3 HOOPS 12" 0.C. TO THE BOTTOM OF THE TIE BEAM 3"x8"x1 /2" PLATE (TOP&BOTTOM) VINCI ENGINEERS K-2 design, Inc 17070 Collins Ave #255 Sunny Isles, FI 33160 Phone: 786.607.3797 Fax: 954.212.0165 contact@vinciengineers.com www.vinciengineers.com • • • a• • • •• • .••• NEW 3"x3"x1 /4 • STL COLUMN:•.• 2-1/2x6" ANCHORS ••40P&BOTTOM) • • • • • • 6746TYP • • •••• . . • • .• • • • .•. • • • •• • • • • 6X6X10X10 WWM 2#5 TEMWAL OOTER 18 'WIDE E--1 8" DETAIL C-1: NEW METAL COLUMN SCALE: 34"-1'-0" DETAIL FOR : PRIVATE OWNER 1216 NE 93TH STREET MIAMI SHORES, FL 33138 • naEcr ALEKSEd BEREZNaJ' P.E' #2iO ; c0A #29841 3/3 Florida BCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats & Facts Publications ' FBC Staff BCIS Site Map ( Unks 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 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 FL10456-R3 Revision 2014 Approved *Approved by DBPR. Approvals by DBPR shall be reviewevigyi ratified by the POC and/or the Commission if necespary. • • • • • • •••• •• • •• • • • • Simpson Strong -Tie Co. 2221 Country Lane McKinney, TX 75070 (972) 439-3029 rshackelford@strongtie.com Randall Shackelford rshackelford@strongtie.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 Joseph A Reed, PE Validation Checklist - Hardcopy Received L10456 R3 COI ICC Cert of Indeoendence.odf • • • • • • • • •••• • •••• • • • ••• • • • • • •• • • • • • • • • • • • • • Standard Year ASTM D1761 2000 ASTM D7147 2005 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2012 Approved Testing Lab FL10456 R3 Emily D1761 and D7147 Eauivalence.odf • Sections from the Code Product Approval Method Method 1 Option C Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 05/01/2015 06/13/2015 06/21/2015 FL # Model, Number or Name Description 10456.1 DSP, SSP Stud to 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: 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 6,1-151.1f`•" • • • • • • • • • • • • • ' •••• • •••• 4 •••• • • •••11 • ••••1 ' • • • • Verified By: ICC Evaluation Ser'vice7LLC Created by Independent ThiitP lye Evaluation Reports FL10456 R3 AE ESR -2613 63 4odf • • • ` • • •• •• •••• 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 Instructions • FL10456 R3 II ESR -2613 b-1-V.pdf ` ` • • • • • •• • • ••••• • ••••• • Verified By: ICC Evaluation 9114vice3 LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR -2613 6-1-1.5.pdf 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.pdf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR -2613 6-1-15.Ddf 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.adf 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.adf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR -2613 6-1-15.pdf 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 6-1-15.0df Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR -2613 6-1-15.pdf 10456.7 LTS12, LTS16, LTS18, LTS20 Light Twist Strap Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL10456 R3 II ESR -2613 6-1-15.pdf • • • • • • • • •• Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR -2613 6-1-15.odf 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.adf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR -2613 6-1-15.Ddf 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.adf •••• • • •• •••• •��•�• •••f Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports • i FL10456 R3 AE ESR -2613 -1-;'.adf '• • •••.•• •--: 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 achelve 700# uplift for HVHZ. •••• Installation Instructions • • FL10456 R3 II ESR -2613 6-1!1•56.adf • • • • • • • °•••• • • • • ••.• • •••• • • • • • • • • • 0004, Verified By: ICC Evaluation 5L °• LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR-2613.6-1.15�1df • • • • • 10456.11 SP1, SP2, SP4, SP6, SP8 • Stud Plate Tie • • • • • •• • • • • I et 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.pdf 10456.12 SPH4, SPI -16 , 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 FL1.0456 R3 II ESR -2613 6-1-15.pdf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR -2613 6-1-15.Ddf Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EE0 employer. Copyright 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statements Under Florida law, email addresses are public records. 0 you do not want your e-mail 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 mall. 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 emails 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: UM Ell Credit Card Safe uriitF • •s • •• • • • • • • 1 • • �• Reissued,06/2015 renewal 06/2016 DIVISION: 06 00 00—WOODS, PLASTICS AND COMPOSITES SECTION: 06 05 23—WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: .... •• •••• • • • • ..• ...• .• • . .. . •• . •••• • • . •••• • • • .••• • • . . .. .. .... SIMPSON STRONG -TIE COMPANY INC.: 5956 WEST LAS POSITAS BOULEVARD PLEASONTON, CALIFORNIA 94588 EVALUATION SUBJECT: • • • • • •. . • • • ..• ••• • • • .. SIMPSON STRONG -TIE HURRICANE AND SEISMIC STRAPS AND TIES FOR WOOD FRAMING ICG ICG - m LE5-7.1IGC PMG LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" A Subsidiary of CODE AUNce ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2015 ARM Accretated RN= PAW= CEETIFITAIN e,ma SCC Aeacdttal eaa �s ICC EVALUATION �a ERVICE.,s ..,. Most Widely Accepted and Trusted ICC -ES Evaluation Report ESR -2613 Reissued June 2015 This report is subject to renewal June 2016. www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS, AND COMPOSITES Section: 06 05 23—Wood, Plastic, and Composite Fastenings REPORT HOLDER: SIMPSON STRONG -TIE COMPANY INC. 5956 WEST LAS POSITAS BOULEVARD PLEASANTON, CALIFORNIA 94588 (800) 925-5099 www.stroncitie.com EVALUATION SUBJECT: SIMPSON STRONG -TIE® HURRICANE AND SEISMIC STRAPS AND TIES FOR WOOD FRAMING 1.0 EVALUATION SCOPE Compliance with the following codes: • 2012, 2009 and 2006 International Building Code® (IBC) • 2012, 2009 and 2006 International Residential Code® (IRC) • 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC Is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Property evaluated: Structural 2.0 USES The Simpson Strong -Tie® hurricane and seismic straps and ties described in this report are used as wood framing connectors in accordance with Section 2304.9.3 of the IBC. The products may also be used in structures regulated under the IRC when an engineered design is submitted in accordance with Section R301.1.3 of the IRC. 3.0 DESCRIPTION 3.1 General: The Simpson Strong -Tie hurricane and seismic straps and ties recognized in this report are installed to resist design forces on wood -frame construction resulting from the application of the most critical effects of the load combinations prescribed by code that include wind or seismic loads. 3.1.1 Hurricane Ties: Hurricane ties are used to anchor wood rafters or joists to wood wall plates or studs or to anchor wood studs to wood sill plates. The H6, H7Z, H15, and H15-2 ties are formed from No. 16 gage galvanized steel; the H1, H2, H2.5, H2.5A, H3, H5, H10, H10A, and H10-2 ties are formed from No. 18 gage galvanized steel; and the H4 tie is formed from No. 20 gage galvanized steel. See Table 1 for tie model numbers, tie dimensions, fastener schedules, and allowable Toads. See Figures la and lb for drawings of the hurricane ties recognized in this report, and Figure lc for drawings of installation configurations with designated allowable Toad directions. 3.1.2 HS24 Hurricane Tie: The HS24 hurricane tie anchors wood rafters or trusses to wood wall; top plates. The HS24 connector is for&ed •tram No.• �1$ gage galvanized steel. See Table 2 f& regaired fa,ste'rlas and allowable loads. See Figure 2 fof Witting of tile HS24 tie and a typical installation detail. • 3.1.3 RST -1 and RST -2 H4rPIL3% Ties:.TI41.RST hurricane ties are used to anclldr• Single -ply' wood roof trusses (or rafters) to verticallyslptl wood SH1tit, The RST -1 is designed to anchor single ply wood trusses with lumber oriented horizontally, and 4I RCT -2 is designed to anchor two-ply wood trusses with IurtSbdr oriented vertically or single -ply wood trusses. wit lumber" SfiMnted horizontally. The RST -1 anU..RST-2 hyrjigang, tie connectors are fabricated from No. 20 and No. VI gage galvanized steel, respectively. See Table 3 for RST model numbers, width and length dimensions, required fasteners, and allowable uplift loads. See Figure 3 for drawings of the RST -1 tie and a typical installation detail. 3.1.4 LTS, MTS, and HTS Series Twist Straps: The LTS, MTS, and HTS series twist straps are used to anchor wood trusses or rafters to wood wall double top plates, wood studs, wood beams, or wood rim boards. The LTS, MTS, and HTS series twist straps are formed from No. 18, No. 16, and No. 14 gage galvanized steel, respectively. See Table 4 for strap model numbers, overall strap lengths, required fasteners, and allowable uplift loads when installed with different fastener schedules. See Figure 4 for a drawing of an LTS12 twist strap and two typical MTS strap installations. 3.1.5 LFTA Light Floor Tie Anchor: The LFTA light floor tie anchor is used as a floor -to -floor tension tie and is formed from No. 16 gage galvanized steel. See Table 5 for anchor tie dimensions, required fasteners, and the assigned allowable uplift load. See Figure 5 for a drawing of the LFTA connector. 3.1.6 FTA Floor Tie Anchors: The FTA floor tie anchors are used to connect vertically aligned studs between a horizontal wood diaphragm assemblage with floor joists having a maximum 12 -inch nominal depth. The FTA2 and FTA5 are formed from No. 10 gage galvanized steel, and the FTA7 is formed from No. 3 gage galvanized steel. See Table 6 for FTA models, anchor dimensions, required fasteners, and allowable tension loads. See Figure 6a for a drawing of an FTA floor anchor tie defining overall length ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2015 =tar m =cam Page 1 of 11 ESR -26131 Most Widely Accepted and Trusted and clear span, and Figure 6b for drawings of a typical FTA anchor installation. 3.1.7 SP and SPH Series Stud Plate Connectors: The SP1 connector fastens one edge of a wood stud to the contiguous edge of a wood sill plate, and the SP2 connector fastens to one side of a wood double top plate and to the contiguous edge of a wood stud. The SP4, SP6, SP8, SPH4, SPH6, and SPH8 are 11/4 -inch -wide (32 mm) U-shaped straps with a horizontal portion that bears against the wood wall top plates or sill plates and two vertical legs that are nailed to the edges of a wood stud. The SP and SPH connectors are fabricated from No. 20 and No. 18 gage galvanized steel, respectively. See Table 7 for SP and SPH models, connector dimensions, required fasteners, and allowable uplift loads. See Figure 7 for drawings of the SP1 and SP2 connector, and of typical stud -to -plate connection details for the SP1, SP2, SP4, and SPH4 connectors. 3.1.8 RSP4 Reversible Stud Plate Ties: The RSP4 tie plates are used to connect a nominally 2 -inch -wide wood stud to either a top or sill plate of a wood framed wall. The RSP4 tie connector is fabricated from No. 20 gage galvanized steel. See Table 8 for required fasteners and allowable loads. See Figure 8a for a drawing of the RSP4 connector showing overall dimensions; Figure 8b for a drawing of a typical RSP4 installation connecting a wood double top plate to a wood stud; and Figure 8c for a typical RSP4 installation connecting a wood stud to a wood sill plate. 3.1.9 SSP and DSP Stud Plate Connectors: The SSP stud -to -plate connector is used to provide a positive connection between a single wood stud and the top or sill plate of the same wood wall, and the DSP stud -to -plate connector is used to provide a positive connection between a double wood stud and the wood wall top or sill plate of the same wood wall. The SSP and DSP connectors are fabricated from No. 18 gage galvanized steel. See Table 9 for required fasteners and allowable uplift loads. See Figure 9 for drawings of the SSP and DSP connectors showing overall dimensions; a drawing of an SSP installation connecting a stud to a sill plate; and a drawing of a DSP installation connecting a double wood stud assembly to a top plate. 3.1.10 HGT Heavy Girder Tiedown Brackets: The HGT heavy girder tiedown brackets are used to provide a positive connection between wood roof beams or multi -ply wood roof trusses and wood posts vertically aligned to support the end reaction of the beam or truss member. The HGT tiedown connector is a U-shaped bracket that is installed over the top chord of the roof truss having a slope from 3:12 (14 degrees) to 8:12 (34 degrees). Other components required for the connection, such as the anchor rods and hold-down or tie -down devices, that must be used to form a complete load path to resist design uplift forces from their point of origin to the load -resisting elements, that is, the vertically aligned supporting wood post, must be designed and specified by the registered design professional. The HGT tiedown brackets are fabricated from No. 7 gage steel, and are supplied with insert plates and crescent washers. See Table 10 for tiedown connector models, connector dimensions, fastener schedules, and allowable uplift loads. See Figure 10 for a drawing of the HGT-2 tiedown connector, and a drawing of a typical connection detail showing necessary components, including those not covered in this evaluation report, such as the HTT22 tension Tie. 3.2 Materials: 3.2.1 Steel: Unless otherwise noted, the connectors described in this report are fabricated from ASTM A653, Page 2 of 11 SS designation, Grade 33, galvanized steel with a minimum yield strength, Fy, of 33,000 psi (227 MPa) and a minimum tensile strength, Fu, of 45,000 psi (310 MPa). The FTA floor anchor ties are fabricated from ASTM A1011, SS designation, Grade 33, hot rolled steel with a minimum yield strength of 33,000 psi (227 MPa) and a minimum tensile strength of 52,000 psi (358 MPa). The HTS twist straps, the SSP and DSP stud -to -plate ties, and the H2.5A hurricane tie are fabricated from ASTM A653, SS designation, Grade 40, steel with a minimum yield strength of 40,000 psi (275 MPa) and a minimum tensile strength of 55,000 psi (379 MPa). The body of the HGT heavy girder tiedown bracket is fabricated from ASTM A1011, SS designation, Grade 33, hot rolled steel with a minimum yield strength of 33,000 psi (227 MPa) and a minimum tensile strength of 52,000 psi (358 MPa), and the crescent washers of the HGT bracket are fabricated from ASTM A36 steel with a minimum yield strength of 36,000 psi (248 MPa) and a minimum tensile strength of 58,000 psi (399 MPa). •••• Base -metal thicknesses for thr cortioctors intth1k•report are as follows: • • • • • • • • • NOMINAL THICKNESS (gage) Rfin1IM% BASE -VEAL ••1AICICNESS (Ind) No. 3 •••••0.2285: No. 7 • • • • 0.1705 No. 10 ••••••0.1275•••••• No. 14 0.0685 • No. 16 : • :0.0555. • No. 18 • • 0.0445• • No. 20 •••• • •0.0335•••• • • For SI: 1 inch = 25.4 mm. •• The galvanized connectors have a minimum G90 zinc coating specification in accordance with ASTM A653. Some models (designated with a model number ending with Z) are available with a G185 zinc coating specification in accordance with ASTM A653. Some models (designated with a model number ending with HDG) are available with a hot -dip galvanization, also known as "batch" galvanization, in accordance with ASTM A123, with a minimum specified coating weight of 2.0 ounces of zinc per square foot of surface area (600 g/m2), total for both sides. Model numbers in this report do not include the Z or HDG ending, but the information shown applies. The FTA floor anchor ties and HTS twist straps have a painted finish and may also be available with the HDG finish. The lumber treater or holder of this report (Simpson Strong -Tie Company) should be contacted for recommendations on minimum corrosion resistance of steel connectors in contact with the specific proprietary preservative treated or fire retardant treated lumber. 3.2.2 Wood: Supporting wood members to which these connectors are fastened must be solid sawn lumber, glued - laminated lumber, or engineered lumber [such as Laminated Veneer Lumber (LVL), Parallel Strand Lumber (PSL), and Laminated Strand Lumber (LSL)] having dimensions consistent with the connector dimensions shown in this report. Unless otherwise noted, supporting wood members and supported members must have an assigned minimum specific gravity of 0.50 (minimum equivalent specific gravity of 0.50 for engineered lumber), except as noted in Table 7 for the SPH stud plate tie connectors, which permits lumber having an assigned minimum specific gravity of 0.50 and 0.55; and Table 9 for the SSP and DSP stud -to -plate tie connectors, which ESR -2613 1 Most Widely Accepted and Trusted Page 3 of 11 permits lumber having an assigned minimum specific gravity of 0.50 and 0.43. The lumber used with the connectors described in this report must have a maximum moisture content of 19 percent (16 percent for engineered lumber) except as noted in Section 4.1. The thickness of the wood members must be equal to or greater than the length of the fasteners specified in the tables in this report, except if noted otherwise in the tables and accompanying footnotes in this report, or as required by wood member design, whichever controls. 3.2.3 Fasteners: Bolts, at a minimum, must comply with ASTM A36 or A307. Nails used for connectors, straps, and ties described in this report must comply with ASTM F1667 and have the following minimum dimensions and bending yield strengths (Fyb): FASTENERS NAIL DIAMETER (inch) NAIL LENGTH (inches) Fyb (psi) 8d X 11/2 0.131 11/2 100,000 8d 0.131 2112 100,000 10d x 11/2 0.148 11/2 90,000 10d 0.148 3 90,000 For SI: 1 inch = 25.4 mm. Fasteners used in contact with preservative treated or fire retardant treated lumber must comply with Section 2304.9.5 of the IBC, Section R317.3 of the 2012 and 2009 IRC or Section R319.3 of the 2006 IRC, as applicable. The lumber treater or this report holder (Simpson Strong -Tie Company) should be contacted for recommendations on minimum corrosion resistance of fasteners and connection capacities of fasteners used with the specific proprietary preservative treated or fire retardant treated lumber. 4.0 DESIGN AND INSTALLATION 4.1 Design: The tabulated allowable loads shown in this report are based on allowable stress design (ASD) and include the load duration factor, CD, corresponding with the applicable loads in accordance with the NDS. Tabulated allowable loads apply to products connected to wood used under dry conditions and where sustained temperatures are 100°F (37.8°C) or less. When products are installed to wood having a moisture content greater than 19 percent (16 percent for engineered wood products), or when wet service is expected, the allowable loads must be adjusted by the wet service factor, CM, specified in the NDS. When connectors are installed in wood that will experience sustained exposure to temperatures exceeding 100°F (37.8°C), the allowable loads in this report must be adjusted by the temperature factor, Ct, specified in the NDS. Connected wood members must be analyzed for load - carrying capacity at the connection in accordance with the NDS. 4.2 Installation: Installation of the connectors must be in accordance with this evaluation report and the manufacturer's published installation instructions. In the event of a conflict between this report and the manufacture's published installation instructions, this report governs. 4.3 Special Inspection: 4.3.1 Main Wind -force -resisting Systems under the IBC: Periodic special inspection must be conducted for components within the main wind -force -resisting system, where required in accordance with Sections 1704.2 and 1705.10 of the 2012 IBC, Sections 1704 and 1706 of the 2009 IBC, and Section 1704 of the 2006 IBC. 4.3.2 Seismic -force -resisting Systems under the IBC: Periodic special inspection must be conducted for components within the seismic -force -resisting system, in accordance with Sections 1704.2 and 1705.11 of the 2012 IBC, and Sections 1704 and 1707 of the 2009 and 2006 IBC. 4.3.3 Installations under the IRC: Special inspections are normally not required for connectors used in structures regulated under the IRC. However, for components and systems requiring an engineered design in accordance with IRC Section R301, periodic special inspection must be in accordance with Sections 4.3.1 and 4.3.2 of this report. 5.0 CONDITIONS OF USE The Simpson Strong -Tie Hurricane and Seismic Straps and Ties described in this report comply with, or are suitable altematives to what is specified in, i oWciodes listed in Section 1.0 of this repot, ssbjjct to thtsfbilowing conditions: • • • •• • • • • •• • 5.1 The connectors must be mtntfpgteed, identiQed and installed in accordance with this report and the manufacturer's published installation inshiciiorss. A copy of the instructions elf be available at the jobsite at all times during inStap • •• • • • 5.2 Calculations showing compiiance with this report must be submitted to the code; bfera. The calcblations must be prepared by a regittered esign tagtijonal where required by the sta uesy tit the jdrisdiction in which the project is to be constructed. • • • 5.3 Adjustment factors noted in Section 4.1 and the applicable codes must be considered, where applicable. 5.4 Connected wood members and fasteners must comply, respectively, with Sections 3.2.2 and 3.2.3 of this report. 5.5 Use of connectors with preservative or fire retardant treated lumber must be in accordance with Section 3.2.1 of this report. Use of fasteners with preservative or fire retardant treated lumber must be in accordance with Section 3.2.3 of this report. 5.6 The FTA series tie anchors are factory -welded connectors manufactured under a quality control program with inspections by ICC -ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Joist Hangers and Similar Devices (AC13), dated October 2010 (editorially revised December 2011). 7.0 IDENTIFICATION The products described in this report are identified with a die -stamped label or adhesive label indicating the name of the manufacturer (Simpson Strong -Tie), the model number, and the number of an index evaluation report ESR -2523) that is used as an identifier for the products recognized in this report.. ESR -2613 1 Most Widely Accepted and Trusted Page 4 of 11 TABLE 1—HURRICANE TIES :n � D �°' NO �y ,IS„. s��# a� FASTENERS * H y," < <4. y' hul - - y �rn � (Quat�titjiTypej.,,�� ��� ALLOWABLE LOADV :Os) - _ � �'�` " o 1� i �T fia�Plaies yrs p� - �"gbrap r b St�1.. t i , .. , -, .- i Conneatlon-Y� 4 a 4 'Uplift°�` del '-s. Lateral'' ICo=1.6 Configurations , a Fr F2 H1 6-8d x 1'/2 4-8d — 490 485 165 995 5901 275 l OPit$fg,vv 8 1,}1�'„:1/Zu. — 1,140 590 285 H10A 9-10d x11/2 9-10d x11/2 — x'60 * 455, 395 �H1.0=2 f. T a�,,.�.:, 6-10c � � � ����� 6=1'10tI` `;{ rpt �ki�� "ki; r �r idnr..� H2 5-8d — 5-8d 2 335 — — ° H25 e "5 -ad � 4,141',1r�� � ����r` � F 3 ' 415 950'. 150 ar' ;1 ' -7PR ...a ; w ,�, 8 a„ 370 -- 1� — H2.5A 5-8d 5-8d — 600 110 110 3 455 12 ( 160 H3+ *44, 1, r ' 455 115 f �QO• H5 4-8d 4-8d — H4 .,wtir 1 •8 360 • _ r $d _ � .:. 9 360 • •4 • 446% • .' H6 — 8-8d 8-8d 12 915 ....A.*. • • • •--• uta41744,Mw+t4 :,,,,,, 8d ,r dt' 7 930 • •• .a.. 13 1,300 .*&?. : • r.: • • H15 4-10d x11/2 4-10d x11/2 12-10d x11/2 1,300 ((•�� • 415L 4 Q i g 4 ;IOd E�/ X12 1 "x`1 For S1: 1 inch = 25.4 mm, 1 lbs = 4.45 N. • • • • •••• 'Allowable Toads are for one anchor installed to a minimum nominal 2x supported and minimum nominal 2x suprlp?tt od member: A rafter minimum actual thickness of 21/2 inches must be used when framing anchors are installed on each side of the rafter and on thesamelside of the plate. • • • 2Allowable simultaneous Toads in more than one direction on a single connector must be evaluated as follows: • • • • •• • • • • Design Uplift / Allowable Uplift + • • • • Design Lateral Parallel to Plate / Allowable Lateral Parallel to Plate + Design Lateral Perpendicular to Plate / Allowable Lateral Perpendicular to Plate 51.0. The three terms in the unity equation consider all possible forces that the hurricane tie may be designed and installed to resist. The number of terms that must be considered for simultaneous loading is determined by the registered design professional and is dependant on the method of calculating wind forces and the assumed load path that the connector is designed to resist 2a Connection Configurations” shown in Figure 1c (next page) indicate the load directions F1 and F2, and are details showing connector installations on the outside of the wall for clarity. Installation on the inside of the wall is acceptable to achieve the tabulated allowable loads. "Connections in the same area (Le. truss to plate connector and plate to stud connector) must be on installed on the same side of the wall to achieve the tabulated allowable uplift loads and ensure a continuous load path. 'Allowable uplift Toads have been increased for wind or earthquake loading, and no further increase is allowed. Allowable loads must be reduced when other load durations govem. 'Allowable lateral loads in the F1 direction must not be used to replace diaphragm boundary members or nailing or replace solid blocking required by code to laterally support the ends of joists/rafters. 'Additional shear transfer elements must be considered the connector installation induces cross grain bending or tension of the truss or rafter members. H1 H2 H2.5 H2.5A FIGURE la—H1, H2, H2.5, H2.5A, AND H3 HURRICANE TIES H3 • •• • • • • • • •• ••• • •• • • ESR -2613 1 Most Widely Accepted and Trusted 12 3 H4 H5 H6 Page 5 of 11 H7Z H10A (H10 similar) H10-2 FIGURE lb—H4, H5, H6, H7Z, H10, H10-2, AND H15 HURRICANE TIES • • • • • • • 1 H2.5 Installation (Nails Into both top plates) (H2.5A, H3, H5 similar) H6 Stud to Double Top Plate Installation 12 H1 Installation (H10, H10A, H10-2 similar) H4 Installation (H2.5 similar) H6 Stud to Band .foist Installation 2 Use a minlmom of No ad salts Ibis side of truss (total ton, ad foto 1 uss) • • •• •• • • • • • • •••• • • •••• • • • 0 • • • • • • • • • •. • • • • • • • • •• • ••• • • • • • •• H2 Installation (Allowable Uplift Load Only) 9 H4 installation (Nails into upper top plate) —Two ad nails lsto plates. 13 t:t3bt ad natotmo studs H7Z Installation H15 Installation FIGURE 1c—CONNECTION CONFIGURATIONS OF HURRICANE TIE INSTALLATIONS SPECIFIED IN TABLE 1 ESR -2613 1 Most Widely Accepted and Trusted TABLE 2—HS24 HURRICANE TIE Page 6 of 11 For SI: 1 inch = 25.4 mm, 1 lbs = 4.5 N. '"Slant" nailing refers to 8d common nails installed as toenails on each side of the connector. The nails must be driven through the connector at an angle approximately 30° with the rafter/truss member with the nail penetrating through the rafter/truss member into the wood double top 1plate. The uplift loads have been increased for wind or earthquake loading. No further increase Is allowed. Allowable loads must be reduced when other load durations govem. 3Allowable lateral loads in the F1 direction must not be used to replace diaphragm boundary members or nailing or replace solid blocking required by code to laterally support the ends of joists/rafters. °Additional shear transfer elements must be considered the connector installation induces cross grain bending or tension of the truss or rafter member. •••• 5F1 Toad direction is parallel to plate, and F2 load direction is perpendicularto plate. • • • •' • • . • •• • •• • • • • •• •• • HS24 Dimensions U.S. Patents 5,603,580 • • • • • • • • •••• • • •••• • • • • • • • • • • • • • HS24 Installation and Allowable L ad • Directions. • • • • • • •• FIGURE 2—HS24 HURRICANE TIE TABLE 3—RST HURRICANE TIES i� 1} ti,�.RSTrHURRICIWE�r rMOD 4 rr #E IF,ASTENERSr'(QuantityType) ALLOWABLE LOADS (lbs) Cly=1.6 MODE NO' �wi d lai�Ayl To.,. ti � or � k Truss 4 1"' ..T - 'TodDouble To i!Pia te a Upilft� � Lateral � �� X., ,EE, 1'To'Studi HS24 8-8d x 11/2 & 2-8d (slant) 8-8d 605 645 1,025 8-8d x 11/2 8-8d 605 590 640 For SI: 1 inch = 25.4 mm, 1 lbs = 4.5 N. '"Slant" nailing refers to 8d common nails installed as toenails on each side of the connector. The nails must be driven through the connector at an angle approximately 30° with the rafter/truss member with the nail penetrating through the rafter/truss member into the wood double top 1plate. The uplift loads have been increased for wind or earthquake loading. No further increase Is allowed. Allowable loads must be reduced when other load durations govem. 3Allowable lateral loads in the F1 direction must not be used to replace diaphragm boundary members or nailing or replace solid blocking required by code to laterally support the ends of joists/rafters. °Additional shear transfer elements must be considered the connector installation induces cross grain bending or tension of the truss or rafter member. •••• 5F1 Toad direction is parallel to plate, and F2 load direction is perpendicularto plate. • • • •' • • . • •• • •• • • • • •• •• • HS24 Dimensions U.S. Patents 5,603,580 • • • • • • • • •••• • • •••• • • • • • • • • • • • • • HS24 Installation and Allowable L ad • Directions. • • • • • • •• FIGURE 2—HS24 HURRICANE TIE TABLE 3—RST HURRICANE TIES i� 1} ti,�.RSTrHURRICIWE�r rMOD 4 rr IE DIMIENS ONS (trN) " , 1 1 �� `� (� d �If *T�Ipe)f ' � " _i . ! bk � a ALLOWABLE UPLIFT LOADS' (1b8) : Co=1:6 NO (W) (L 1 Tq Raf rvOrt � �� X., ,EE, 1'To'Studi RST -1 11/2 121/2 1-10d x 11/2 10-10d x 11/2 550 R T'2 311, , 1 ab.'r ` ... 'lu 4 � �x � o� .... zu P ��1t �t�-'" 10d X 1112 ' { }1" E.� 550 -. For SI: 1 inch = 25.4 mm, 1 lbs = 4.45 N. 'Allowable uplift loads have been increased for wind or earthquake loading. No further increase is allowed. Allowable Toads must be reduced when other load durations govem. 2Allowable uplift Toads are based on lumber having an assigned specific gravity of 0.55, such as Southem Pine (SP). RST -1 (RST -2 similar) FIGURE 3—RST HURRICANE TIE RST -1 Installation ESR -2613 1 Most Widely Accepted and Trusted TABLE 4—LTS, MTS, AND HTS TWIST STRAPS Page 7 of 11 TWIST STRAP SERIES MODEL NO. STRAP LENGTH (tn) TOTAL', QUANTITY. OF FASTENERS ALLOWABLE UPLIFT LOADS (lbs) When Installed with 10d Common Nails When Installed with 10dx1112 Common Nails When Installed with 10d Common Nails When Installed with 10dx1'/2 Common Nails 6 1.6 LTS4 LTS12 12 LTS16 16 LTS18 18 LTS20 20 12 12 775 720 MTS12 MTSI6 MTS18' MTS20 MTS30 2 16 ., 18 20 30 HTS5 HTS16 16 16 16 1,260 1,150 HTS20 20 HTS24 24 HTS28 28 HTS30 30 HTS30C 30 20 24 1,450 • • • • • •• • •• • 1,45D••••• •••• • • •••• • •••• • • • 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 buildlAg Code. •••• 3Tabulated allowable uplift loads have been increased for wind or earthquake loading. No further increase is allowed, Aibwable loads must be reduced when other Toad durations govem. • • • . • °Each model of the LTS and MTS twist strap series (except for the MTS30) has more nail holes than the minimtm qu •ntity of n moils epeeified 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 ESR -2613 1 Most Widely Accepted and Trusted TABLE 5—LFTA LIGHT FLOOR TIE ANCHOR' Page 8 of 11 ,MODEL NO , r";� � r�` LFTA ANCHOR' DIMENSIONS (In) �', [k'#� II'FASTENERS2 u�^ (Q�IaP�tlty=Type}r ALLOWABLE TENSION LOAD3'4(lbs) Co = 1.6 Strap Width � Clear Span Lengt�,(L,� LFTA 21/4 17 383/8 16-10d Common 1,205 For SI: 1 Inch = 25.4 mm, 1 lbs = 4.45 N. 'The LFTA anchor is used to transfer tension forces between vertically aligned wood studs across floor framing with floor joists having a maximum nominal depth of 12 inches. 2Half of the fasteners must be installed on each end of the strap to achieve the allowable uplift load. 3Tabulated allowable uplift loads must be selected based on duration of load as permitted by the applicable building code. `Tabulated allowable uplift loads have been increased for wind or earthquake loading. No further increase is allowed. Allowable loads must be reduced when other load durations govem. FIGURE 5—LFTA LIGHT FLOOR TIE ANCHOR (See Table 5) FIGURE 6a—FTA FLOOR TIE ANCHOR (See Table 6) TABLE 6—FTA FLOOR TIE ANCHORS' • • • • • •• • • •• •••• •••• • • •• • • • • • •• •• • • • • • • • • • ••• •• • •• • • • • • • • • �• • • • • • • • •• • ••• • • • • • FIGURE 6b—FTA FLOOR TIE • • ANCHOR INSTALLATION (See Table 6) MODEL NO. FTA ANCHOR .; ' x D MENSIONS, `,i r (In) 1, rf ' * ALLOWABLE TENSION LOADS,481{lbs) hn fir, w FASTENERS ir` ' '` i +,# s �,r, ,,, Vilhern Lumb®r Thlcitness,7,tm ��(1nheB} �: l ,� X1,12 Y 2 '� 2 /z r 3 �w3 'lye Tie• � Strap Width Clear "Span � _' Overall Length arltttyn7ylfe) ��'� , ' r � , I 1 � r, � When2 CD = , �t r :I� 1,9,E 16 1 �< 1 6_ �� . d �d. FTA2 3 17 37h/2 4-8/8° dia. M.B111'. 1,890 2,515 20 3,120 3,385 3,385 ,'FTA5 '/2. 17 .: ,45'(2 . 4--�%a" dia ,M B itZ2� a ifi `.{ ,'r`' `. ,�(Q0. 3 750. ... , 4,400 _ 4 � ; 4j i i,, FTA7 3'/z 17 56 6—'/e° dia. M.B. 3,715 5,020 6,210 7,600 7,600 For SI: 1 inch = 25.4 mm, 1 lbs = 4.45 N, 1 psi = 6.89 kPa. 1FTA anchors must be located on the vertical wood studs/posts so that the minimum end distance of the first bolt is equal to or greater than 43/8 inches, i.e., seven times the bolt diameter (7D). 2Machine Bolts (M.B.) must comply with ANSI/ASME Standard B18.2.1. 3A washer, not less than a standard cut washer, is required on the lumber side opposite the FTA between the wood and the nut. 4Tabulated allowable tension loads must be selected based on duration of load as permitted by the applicable building code. 3Tabulated allowable tension Toads have been increased for wind or earthquake loading. No further increase is allowed. Allowable loads must be reduced when other load durations govem. ESR -2613 I Most Widely Accepted and Trusted Page 9 of 11 TABLE 7—SP AND SPH STUD PLATE TIES CONNECTOR SERIES CONNECTOR:: DIMENS ONS (In) FASTENERS' (QuantItyType) ALLOWABLE UPLIFT LOADS2,a,4 S,G,?:10,50 Ca= 1.H S,G.=O,55 SP SP1 6-10d 4-10d 585 585 SP2 6-10d 6-10d 1,065 1,065 SP4 36/16 71/4 6-10d x 11/2 885 885 6-16d x 2112 930 930 SP6 56116 73/4 6-10d x 11/2 885 885 6-16d x 21/2 930 930 SP8 78/16 86/18 6-10d x 11/2 885 885 6-16d x 21/2 930 930 SPH6 10dx1'/2 Odx1/2 10-10d x.1 12 12-10dx112 10-10d x 1'/2 12-ladxll2 360 360 • •• • 40 16••16•• •1611■ 124Q11 • r ,4 •€ • 24t.• •.c, •• a• '" 1,490 •'. 1,•• • IQ •11•• For Sl: 1 inch = 25.4 mm, 1 lbs = 4.45 N. • • •• • • • • •••• • • • • • • • • • 1For Models SP1 and SP2, one 10d common stud nail must be installed as a toenail. It must be driven throsglstiasconnector at an angle •• approximately 30° with the stud with the nail penetrating through the stud into the wood sill plate. (See detail on:his Sag'b entitled ''SP1, Nailing • Profile.") 2Tabulated allowable uplift loads must be selected based on duration of load as permitted by the applicable building bods. • 3Tabulated allowable uplift loads have been increased for wind or earthquake loading. No further increase is allosted. ARowableld6til hist be • reduced when other load durations govem. • • 4Allowable uplift loads are given for wood assemblies consisting of lumber having an assigned specific gravity (S.G.) of 0.50, such as Douglas fir -larch, and 0.55, such as southem pine. I` stud I L! • SP1/SP2 Typical SPH4 Installation: Stud to Wood Sill Plate (SP4 Similar) SP1 Installation: Stud to Sill Plate SP2 Installation: Stud to Double Top Plate L 10dxlW Nails Each Side of Stud SP1 Nailing Profile Typical SP4 Installation: Double Top Plate to Stud (SPH Similar) FIGURE 7—SP AND SPH STUD PLATE TIES • ESR -2613 1 Most Widely Accepted and Trusted TABLE 8—RSP4 REVERSABLE STUD PLATE CONNECTOR' Page 10 of 11 MODEL NO. FASTENERS (Quantity -Type) ALLOWABLE LOADS43 (lbs) CD 1.6 To Stud To Plate Connection Configuration Uplift Lateral'Fa F1 RSP4 4-8d x 11/2 4-8d x 11/2 Stud to Double Top Plate 450 210 250 Stud to Sill Plate 315 210 250 For SI: 1 inch = 25.4 mm, 1 lbs = 4.45 N. 'Refer to Figure 8a for overall dimensions of the RSP4 plate connector. 2Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 3Tabulated allowable loads have been increased for wind or earthquake loading. No further increase is allowed. Allowable loads must be reduced when other load durations govem. "Refer to Figure 8b and 8c for connection configurations. 5F1 load direction is parallel to plate, and F2 load direction is perpendicular to plate. 4w Figure 8a—RSP4 Stud Plate Connector Dimensions Figure 8b—RSP4 Installation: Stud to Double Top Plate ••.• • Figure 8c—RSP4NAstallationr • • • • Stud toSill,Qlete • U.S. Patent 5164,725 • • TABLE 9—SSP AND DSP STUD PLATE TIE CONNECTORS • • • • • • MODEL NO. FASTENERS (Quantity -Type) ALLOWABLE UPLIFT LDADS1'a'''4 (IiLs,•• •• Co=1.6 • • Double Top Plate Double Top Plate S.G 0.50. S.G.'= 0.50 S11I Plate S.G. 0.43 SSP 4-10d x 11/2 3-10d x 11/2 350 1-10d x 11/2 420 325 4-10d 3-10d 435 1-10d 455 420 6-10d x 1' 10d 2-10d x 1'/2 Od. 77 825 660 " 825 600 For SI: 1 inch = 25.4 mm, 1 lbs = 4.45 N. 'Tabulated allowable uplift loads have been increased for wind or earthquake loading no further increase allowed. Reduce loads when other load durations govem. 2When cross -grain bending or cross -grain tension cannot be avoided, mechanical reinforcement to resist such forces should be considered. 3For Sill Plate allowable uplift loads, all round nail holes in the connector must be filled with the specified quantity and type of nails. °For Double Top Plate allowable uplift loads, all round and triangular nail holes the tie connectors must be filled with the specified quantity and type of nails. SSP U.S. Patent 7,065,932 7,356,973 DSP U.S. Patent 7,065,932 7,356,973 SSP Installation: Single Stud to Sill Plate FIGURE 9—SSP/DSP STUD PLATE TIES DSP Installation: Double Stud to Double Top Plate ESR -2613 1 Most Widely Accepted and Trusted TABLE 10—HGT HEAVY GIRDER TIEDOWN CONNECTORS" Page 11 of 11 DISTANCE BETWEEN THREADED RODS „,(on center) 4 (Inches) FASTENERS �`usti itji,Typ�e)`': reacted Roc)'';`' 4o ti -p1 russ ALLOWABLE UPLIFT LOADS8.e CD=1.6 (lbs) HGT-2 35/16 53/4 2-5/8" Dia. 16-10d 10,980 73/8 =$le" 10,530 HGT-4 69/18 9 2-5/e Dia. 16-10d 9,520 For SI: 1 inch = 25.4mm, 1 lbs = 4.45 N. 'The HGT connector can accommodate top chord slopes from minimum 3:12 (141 to maximum 8:12 (34°) and are provided with crescent washers for sloped top chord installations. 2All elements of the tie -down assembly (multi -ply trusses, vertically aligned wood studs/posts, and the full -height threaded rods) must be designed to resist applied Toads. 3The HGT-2, HGT-3, and HGT-4 connector attaches to the heel joint of a two-ply, three-ply, and four -ply wood truss, respectively, where each ply thickness is nominal 2 inches. 4When the HGT-3 is used with a two-ply truss, shimming is required, and the shimming material must be similar (thickness and grade of lumber) as the truss member material. Additionally, the entire assembly must be designed by a registered design professional to act as one unit. •••• 5Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. • • •••• • 6The uplift loads have been increased for wind or earthquake loading with no further increase is allowed. RR$ijce IQads when o ti er load • • durations govern. • • • • 'Full -height threaded rods are shown in Figure 10 for illustration purposes only, as one method of transferring tt ZI n Toad f tifh the HGT connector to the foundation. The threaded rod material specifications must be specified by the registered designcoofsesional. • • • 3Two LBP 5/9 -inch washers must be installed on top of each crescent washer. LBP washers and crescent waslsare requited. Cirescent • • washers are supplied with the connector. LBP5/9 washers are available from Simpson Strong -Tie Company, andir2 41rh squire b) et -inch thick galvanized steel washers with a center bolt hole to accommodate a /e -inch diameter threaded bolt/rod. • • •••• • • • • • Install two L8P% washers • • • • • • on top of each crescertAstrF: • • • (total four 5!5" washer* for woos • • installation. All washes and • • • • crescent washers aresequired. • Crescent washers are Mlied. • • • • • • • • Crescent washer supplied and required HGT-2 (HGT-3 and HGT-4 similar) Typical HGT-3 Installation with full height threaded rod. The design of the threaded rod, including any necessary hardware or shrinkage compensating devices, Is outside the scope of this report. FIGURE 10—HGT HEAVY GIRDER TIEDOWN CONNECTOR M&Z COMPLETE CONSTRACTION, INC 2524 Fillmore St. Hollywood, FL 33020 (305)528-1704 or (305)467-3089 (954)923-9791fax E-mail: mradkevich@excite.com Proposal Submitted To: Natalie Aransaenz 1216 NE 93 st. Miami Shores, FL 33138 Type of Work: 1. Building material $12,050.00 Building labor $18,771.00 2. Electrical material $949.00 Electrical labor $4,300.00 3. Mechanical material $2,480.0 Mechanical labor $5,000.00 4. Plumbing material $400.00 Plumbing labor $900.00 • • •••• • • • •. . .. • • Work To Bt'Ppiformed•At? • 1216 NE 95.St.. • Miami Shoff1, 331,38••• .. •.•..• • • • TOTAL: 30,821.00 TOTAL: 5,249.00 0 TOTAL: 7,480.00 TOTAL: 1.300.00 SUB TOTAL: 44,850.00 ACCEPTED \\:\ 01/4().:11-J 0. Vo, A ,r i (k SIGNATURE DATE • .• • • • •• •• • • ••• . •• RECEIVED AU _: 0 2017 aok 08/02/2017 • • • • • .'.•• • • • • • M&Z COMPLETE CONSTRACTION, INC 2524 Fillmore St. Hollywood, FL 33020 (305)528-1704 or (305)467-3089 (954)923-9791fax E-mail: mradkevich@excite.com Proposal Submitted To: Natalie Aransaenz 1216 NE 93 st. Miami Shores, FL 33138 Type of Work: 1. Kitchen and bathrooms remodel by plans. 2. New floors in house by plans. 3. Electrical work by architect plans. 4. Plumbing work by architect plans. 5. A/C duct work and a/c relocation by architect plans. Work To Be Performed At: 1216 NE 93 st. Miami Shores, FL 33138 TOTAL: 44,825.00 ACCEPTED Mck c, k SIGNATURE DATE SIGNATURE 07/18/2017 Phone Invoice Date:07/07/17 Invoice No.: 342764 MIAMI-DADE ELECTRIC SUPPLY #1 58 West 29th Street Hialeah, FL 33012 : (305) 883-3231 Fax : (305) 883-3362 Due Date:07/07/17 P.O. No.: Via: FOB: Acct:1 STEVEN D. LANDAU ELITE CONSTRUCTION 305 490-1200 Terms: CASH ON DELIVERY. Sale6•Rep:AT • • • •• • Ship To/ReMA;R's . •••• • • . . •••• . . • • • .•.. .. . • •• •• • • • • • • •. • • • • • • •• Ordered Shipped Item # Description '..firiit Arks Extended 1.0 1.0 1.0 285 1.0 444 1-1/2"LOCKNUT STEEL 50/500 -PK 0.390 PLASTIC BUCHING 1-1/2" 0.360 0.39 0.36 -- No returns on Electrical Parts -- All other parts are subject to 20% restocking fee! -- No hay devolucion en Partes Electricas -- Todas otras piezas sin instalar tiene un 20% de recargo! Method of Payment: DEBITCARD Customer's Signature: Subtotal: Tax: Total: Amount Paid: Change/Balance: 886.13 62.03 948.16 -948.16 0.00 Page:2. Sys Date:07/07/17 Time: 11:52 AM Phone : Invoice Date:07/07/17 Invoice No.: 342764 MIAMI-DADE ELECTRIC SUPPLY #1 58 West 29th Street Hialeah, FL 33012 (305) 883-3231 Fax : (305) 883-3362 Due Date:07/07/17 P.O. No.: Via: FOB: Terms: CASH ON DELIVERY, Sales•nie:AT I. ., t Acct:1 STEVEN D. LANDAU ELITE CONSTRUCTION 305 490-1200 Ship To/Remaa:ka . .... • . . .... . . . • . ..• .. .... . • . . • . Ordered Shipped Item # Description '..pAj-t Pxtcq . . . . . • E;t" ft led 1.0 270.0 90.0 30.0 40.0 80.0 12.0 6.0 6.0 1.0 1.0 1.0 1.0 2.0 4.0 2.0 2.0 2.0 12.0 2.0 1.0 TLM3220CCUPANEL 2P.200A.32-40CR.ML.IND 270.0 THHN1STRD CABLE #1 STR.THHN 3x90 90.0 THHN6STRD CABLE #6 STR.THHN 30.0 ENT150 1-1/2" KWIKON ELECT NM TUBING 40.0 EMT075 3/4" EMT CONDUIT 80.0 EMT050 1/2" EMT CONDUIT 12.0 641 1/2" EMT COUPLING S/S 6.0 642 3/4" EMT COUPLING 25/250P 6.0 632 3/4" EMT CONN.S/S 25/250PK 1.0 THHN12STRDCABLE #12 STR.THHN BLK. 50 1.0 THHN12STRDCABLE #12 STR.THHN WHT. 50 1.0 ROMEX14/2 ROMEX CABLE 14/2 WG 250' 1.0 ROMEX14/3 ROMEX CABLE 14/3 WG 250' 2.0 4SDB-MKO 4S BOX 2-1/8" DEEP MKO 4.0 4SB-MKO 4S BOX 1-1/2" REGULAR 2.0 43050 1/2" CEILING RING 2.0 41050 1/2" MOD RING 1GANG (11226 2.0 42050 1/2" MOD RING 2GANG (11240 12.0 NHIC-17QAT6" IC/AT.HOUSING NEW.CONS. 2.0 TA30 1-1/2" PVC TERMINAL ADAPTER 78.300 1.300 0.440 1.820 0.480 0.264 0.180 0.320 0.300 49.110 49.110 39.350 65.970 1.250 0.590 0.600 0.480 0.950 8.500 0.580 78.30 351.00 39.60 54.60 19.20 21.18 2.16 1.92 1.80 49.11 49.11 39.35 65.97 2.50 2.36 1.20 0.96 1.90 102.00 1.16 de recargo! -Customer's Signature: Page:1 Sys Date:07/07/17 Time: 11:52 AM • • ••• • • • ••• .. .. • • • • •• •• • • • • • • • • s • • •• • ••• • • • • 4 • •• • •• •• • • • ••• •• •• •• • • ••• • . • • • ••• •• • 4 •• • • • • 11IH111•UAUL•CLUCfl CA , • • • • . • •4$ 111P9 111 • • • • • s H H.46.•3'A112 • • • • -tins • 4231 • • • • • • •• •Sale • • • • • • • • • • ••• A • • • •• • "VISA , tax • • • • :Ener/ ilethadr Chip Total: $ 948.16 01/01/11 11;51.33 Inv A: 000000013 Rppr Code: 668823 APPrvd: Online VISA DEBIT AID: 40000000031010 TVR: 80 80 00 80 00 1S1: 68 00 ••• •• Custanrr r.•1»' THANK YOU! IdJUfi'r '.i it `i 1 iliAIll • pt, !II.1 eU11 '41 11I(44 •! ;,1 11 WM1117d 11 . • ,.d 11. Sale 1f• 1 11. ....111 Entry Method. Chu) 1.72.2 t1( 01; 1a:56:'13 illy ►i: WU011 kyr Code: 1.9336A r• 1•t� transaction Ill: Ii1:3o}bj5:1q4 Npnrvd: un! the datchE U0t;26t 1 i 1I18lI ;, L'• .am1u11nu1u Atilt! ,,.uuo sANP,ER supply co. LATH -, °LASTER & DRYWALL MATERIAL' 127833BILL CASH ON DELIVERY TO: FL Banner Supply Co. 7195 NW 30th Street Miami, Florida 33122 Ph: (305) 593-2946 136680 MIAMI POMPANO WEST PALM BEACH GIBSONTON/TAMPA SHIP FARRAH MEDICAL, LLC TO: DADE COUNTY 305-924-7284 MIAMI, FL PHONE: (305) 593-2946 FAX: (305) 477-2775 PHONE: (954) 781-2399 FAX: (954) 942-4360 PHONE: (561) 832-7998 FAX: (561) 832-8485 PHONE: (813) 671-0530 FAX: (813) 671-4204 141VO*NWO • 2654120 •••• • • • • •••• • • • VISIT US ON THE WORLD WIDEINES @ htlitthew.bannersttlly.con •''''••••••••:•••••••••••••••:••••:•:•:••••••• •::::::::t)flg*•••••ri•z).-zz):*•4••••:::::::::: *•,..]::•:•;:•::•:::,::,tig.••••;.:;":::::..:....::::?...•:,::::.:::::•..:.:iiii:.::•::::.:0.:f....•iii ..... ........................................................................ .:::..i4fiVei***..• 1 :•:•:•:: IgiVI1'W10::::::::::::::•: ::•:•:•:. ........... • :•:•:•:•.• .............• • .......... ................. .. 74172617 1654911 JUNIOR/ FARRAH $344.27 VT,SA • 4.00 0.00 4.00 :• • •• • • • • • • • • -4;••••; • • • 'A' 1 • •'::::::::::::::?.*4:W01;1,1),:§•,40.4,4i:r4!::::::::::::::: . •••:44:::::iiiiii;iNfAIO10.*::: tA 616k401000 65.00 ••IVilloi i • • • • • • • • • • • • • • • • • • • • • • • DUF ULTRA FLEX TAPE 450 100FT ROLL 4/BOX DSF STRAIGHT FLEX TAPE 24.0000 96.00 *** SHIP ORDER *** SUB TOTAL • . • ... • . • . •.•.•.... .• • PAYMENT 161.00 TOTAL AMOUNT DUE 172.27 Driver. DRIVER: MUST GET TICKET SIGNED! I CERTIFY THAT I DEUVERED THE MATERIALS USTED TO ADDRESS SHOWN: Date Truck # Checked By Recd in Good Condition X SUB TOTAL • . • ... • . • . •.•.•.... .• • PAYMENT 161.00 TOTAL AMOUNT DUE 172.27 20170728_133637.jpg about:blank •• • • • • • •••• • • • •• • • • • •••• •• • 8/7/17, 1:59 PM •• • •••• • • • ••• • • • • • ••• • ••••es•• • • • • •• ell •• • • • •••• • • • • • • • • • • • • • ••• • Page 1 of 4 More saving. More doing:" 12055SBISCAAYE NEMBLVD. NOPOT RTH MIAMI, 331 6322 00003 44606 07/03/17 05:15 PM CASHIER VICTORIA 0811/2"X4'X8 1/8' TGH 8MOLD� AUL DRYWALL 10013.62 764666105010 11/4FND,-:C5# <A> 116.97 1-1/4" FINE DRY L SCREW 5 LB SUBTOTAL 153.17 SALES TAX 10.73 XXXXXXXXXXXX0410 TO $163.90 AUTH CODE 09640G/9031089 USD$ 163.90 Chip Read TA AID A0000000031010 TVR 8080008000 VISA CREDIT IAD 06010A03602400 TSI 6800 ARC 00 P.0.#/JOB NAME: 00 //JJIII/I/IIIJIIII/I/I/II/II/III//Il/I/I/III/jI/ihII/I 65322 03 44606 07/03/2017 1751 POLICY POLICY DEFINITIONS IXPIRES ON ATHE HOME DEPOT 9RESERVES THE0O1/20RIGHT7TO LIMIT / DENY RETURNS. PLEASE SEE THE RETURN POLICY SIGN IN STORES FOR DETAILS. BUY ONLINE PICK-UP IN STORE AVAILABLE NOW ON HOMEDEPOT.COM. CONVENIENT, EASY AND MOST ORDERS READY IN LESS THAN 2 HOURS! ENTER FOR A CHANCE Hi3MTODWIN TA $5,000 GIFT CARD, Tell us about your store visit! Complete our short survey and enter for a chance to win at: www.homedepot.com/surveY OPORTUNIDAD ENE A UNA TARJETA GANAR E REGAL® DE THD DE $5,0001 Comrlarta r, . • • • .. .. • . .... . . .... . . .. .. • . • . • • • • • .. . .... . . .... . • • • •... . •.. .. More saving. More doing:' 12055SBISCAYNEMBLVVD. DEPOT (305)961-2959 331 6322 0 0Q6 04926 07/06/17 05:58 PM CASHIERRTL 046013349101 20IN CYCLONE <A,S> 20"WHT CYCLONE POWER CIRCULATOR FAN 2029.88 59.76 081099033865 1/2 8' MT UL <A> 1/2"X4'X8' USG MOLDTOUGH UL DRYWALL 30013.62 408.60 070847020905 MONSTER SUNR <A> 2.48N MONSTER ULTRA SUNRISE 16 OZ 611269546019 RB16ZED <A> 4.18 RED BULL 160Z SUBTOTAL 475.02 SALES TAX 33.08 TOL XXXXXXXXXXXX1973 MASTERCARD $508.10 AUTH CODE 05407Z/6060040 USD$ 508. T Chip Read TA E4 AID A0000000041010 4341504954414C204F4 TVR 0000008000 IAD 01106070012200003CC40000000000000OFFa TSI E800 ARC 00 I IJII11I/II IIIIIIIIIII IIIIIIIIIIIII IIIIIIIIiIII illil 6322 06 04926 07.i06/2017 4566 RETPOLICYIY UID POLICY DEFINITIONS ON H 1 90 10/04/2017 THE HOME DEPOT RESERVES THE RIGHT TO LIMIT / DENY RETURNS. PLEASE SEE THE RETURN POLICY SIGN IN STORES FOR DETAILS. AVAILABLEINOWPONKHOMEDEPOT.CUM. CONVENIENT, EASY AND MOST ORDERS READY IN LESS THAN 2 HOURS! ENTER FOR A CHANCE THOME0IN DEPOT AGIFTT C2CARf ? Tell us about your store visit! Complete our short survey and enter for a chance to win at: www.homedepot.com/survey PARTICIPF FF.l "n,A .. . .. .. . . .... • .... • .... • • .... • • .. .. • . . • • . .. .. .... . • .... • ••• . • • .. BISCAY 120 AYN .coki-)4-(2-6)L LVD 322 00002 51652 CAS SER BETHZAIDA 090489439286 2 2X4-12FT �Fl More sawing. More doingo' POT (305)981-2959 NORTH MIAMI, FL 331 7105/177-0-97-3-471M ME PT 2 <A> " PT GC WEA �-iSH'`.IELD 59.76 081099033865 1' s <A> 1/2"X4'X8' USG�MOLDTOUGH UL DRYWALL 10®13.62 136.20 038662110034 300FT TAPE <A> 6.98 1-7/8X300FT SELF STICK TAPE -WHITE 662520005943 .22BRN LOAD <A> 7.35 .22 CAL BROWN SGL SHOT LOAD 100PK 662520006018 22 GRN LOAD <A> 7.35 .22 CAL GREEN SGL SHOT LOAD 100PK 08096040338 MM480BU <A> 19.97 A DREMEL U2 WOOD FLUSH CUT BLADE 3PK. NLP Savings $8.00 008925094418 5" MTL CUT <A> AVANTI PRO 5"X1/16"X7/8" MTL CUT OFF 6®2.57 15.42 662520007749 11/2DRVPNTRC <A> 1-1/2"X.300 DRIVE PIN 100PK 2017.32 14.64 0000-439-588 1X2 DRYWALL <A> 1X2-8FT PT DRYWALL STRIPS 12®1.17 14.04 SUBTOTAL 281.71 SALES TAX 19.72 TOTAL $301.43 XXXXXXXXXXXX1973 MASTERCARD USD$ 301.43 AUTH CODE 08936Z/7020601 TA Chip Read AID A0000000041010 4341504954414C204F4 E45 TVR 0000008000 IAD 0110607001220000355B00000000000u00FF TSI E800 ARC 00 NEW LOWER PRICE (NLP .SAVINGS $8.00 I 1111111111111111111111111111111111 6322 02 51652 07/05/2017 7668 RETURN POLICY DEFINITIONS POLICY ID DAYS POLICY EXPIRES ON A 1 90 10/03/2017 THE HOME DEPOT RESERVES THE RIGHT TO LIMIT / DENY RETURNS. PLEASE SEE THE RETURN POLICY SIGN IN STORES FOR DETAILS. BUY ONLINE PICK-UP IN STORE AVAILABLE NOW ON HOMEDEPOT.COM. CONVENIENT, EASY AND MOST ORDERS RFafV TRI IPS THAM Iaf1I IDC t .... • • . .... • .. .. • ..• • • . . .. . • . .... • . . . .... • . • . .... .... • .. • • . .. • r MIAMI SHORES VILLAGE • BUILDINcr NSPECT[ON DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the Budding Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specification must be kept at building during progress of the work. Owner's Name and Address Registered Architect and/or Engineer Name and address of licensed contractor • and le description of lot to be built on, �/- /I- Block, Street and Number where work is to be done State work to be don and purpose of building (by Dat ` '�� d , is ✓. C!ersegose.rai. a..c.V and for other purpose. New Building cling A Repair. No of Sfor noi,es 1 To be constructed .f rid v Kind off adad�ZQ — / �j Roof g+�i c•C. Estimated Total cost of improvements $ O 0 Amount of Permits '07..0 • Tone tubage required— 2 Ye. u Plan Cubage Y L ."a o1...,, Distance to nett nearest building 200 '.ser..l... ' Size of Building Lot_—_LD o )f / 1.- ‘07". Mashburn the load to be borne by each floor .a. ..f ex. I hereby submit all th tans and apecificationfo�n* building, All notices with refs•,to the building and its construction may, be sent to `/ 4...4.1...t..4.4:a tli�4t4-• 1� „7i�/f, The undersigned applicant for thisbuildingpermit • oes hereby certify tht<t ke understands and accepts his obligations as an employer of labor under tFkrida Workmen's Compensation Act, being Section 5960, Compiled General Laws of Florida, Permanent Supplement, and has complied with thethereof, and will require similar compliance from all contractors or sub -contractors em.loyed by him in the work to be pedonncd nd rntbis permit: and will post or cause to be posted for Inspection on the site of the work <:. Bo notice or notices as are required by the Act The undersigned agrees to employ only such subcontract Qn work to be • . . ... under this permit, as are licensed by Miami Shores Village. Remark. . (wed) STATE OF FLORIDA, COUNTY OF DADE. Before me, the Undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peered and 'who, betng.by me first duly sworn,oath deposes and says that he is the of tie above dMaibed construction, that bee bas carefully read the foregoing application, and that he did sign the same, and that all facts therein by bhm stat n j p - Permit No ! r Date ( /40- 47 Read, Sworn to and Subscribed before me. to me well known, Disapproved Date (Signed) • Notary Public, State of Florida . Building Inspector My Conon Expire. PLANNING BOARD DATE Chairman Member Member Member Member - _ Member Council Approved nate Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re -inspection fee of $1.00 will be charged when such re -inspection is made necessary by Improper nonce kr inspection or faulty materials and/or workmanship. •••• • • • • •••• • • • •• • •• • • • • •• • • • .• • • •••• • • • • •••• • •••• • • • • • • •• •• •••• • • • • • • • • • • • • • • • • • •• • ••• • • • •• • • MIAMI SHORES VILLAGE BU►LDIN23 INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida all ordinances of Mfaml Shores Village and all ruler and regulations of the Bnitdtug Didsion of Miami Shores Village shall be complied with, whether herein specified or not. A copy of a Armed plans and specifications must be kept at building during progress of the work. ! / Owner's Name and Ad. /. �...� Zs•.-.A.,,L Neet--_Jr Registered Architect and/or Engineer i - r... s✓ _y�� Name and address of licensed contractor Ltc/tsdttt fttt.CtM a� C. 42,kir %a -61 .--reg..(i Lora n and legal description of Iot to be built ons �l t Le/.J'` ('( 1' - r Blnrk_ Y sabdtvian•t/ 4-� Street, and Number where work is td be done l� �� State work to be done and purpose of building (by doors)—L'"/ C_rSe/.C-•-el���-w Date -te- - ,10 12 'and and for no other purpose. New Building Arno :M.4_ A • n Repairs No. of Stories_ _ / ' To be constructed of CO 4 ...' Kind off dad , ' /s C.F_4 Roof Co% ro,ertng ti�••- Estimated Totatcost of tmpeements G40 Amount of Permit Zone cubpg'ereq`uired—, ) Y •-"O Plan Cubage Distance to neat nearest building - ZU .n r...-.si Size of Building Lot.._. / D U if Maaimur�r live load to be borne by each• fl•oor '• a• ��' r I hereby submit eI .t1 Q ans and s rectikaifons fo building. Al( notices with the building and its construction may, be sent to u...t..u..t. j i t,.%� 4,v,,,t. ^ e . The undersigned' applicant for this buddies- permit 'd�o4 hereby certify t be understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act., being Section 5060, Compiled Ceneral Laws of Florida. Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractora em.loyed by him In the work to be perfonned under this permit] and qlB post or cause to be posted for inspection on the site of the work�r�..ubllo notice or notices as are required by the Art. The enderslgafd agteea to employ only such submntractyls, pn work to be u r thls permit, as are Iiceaud by Miami Shores Village. - Remarks • . t STATE OF FLORIDA; l'. COUNTY OF DADE. f ft"' • Before me; the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- .) Lu oO •t. . (Signed) tb me well known, and who, being by me first duly sworn, upon oath deposes and says that he Is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are trine. Permit No Date Read, Swan to and Subscribed before me. , • Disapproved Date • Notary Public' State of Florida (Signed) Building Inspector • My Commission Eaplra. PLANNL\C BOARD • • • DATE • Chairman Member hfember .. Member Member Member Council Approved Date Disapproved - Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board., A re -inspection fee of $1.00 will be charged when such re -Inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. /\\ •••• • • • • •••• • • • • •• • •• • • • • • • •• • • • • • •••• • • • • • • •••• • •••• • • • • .•• •• •••• • • • • • • • • • • • •• • • • • • • • • •• • ••• • • • • • •• - 0- 1110 ,c Ing 3. C� — 3 3'r 5 3 l:,i tatox OSx.: yJr"2� �} _�u 3.3e.(411.-'--�--.....- 1— L... .30tsTS 3_ QA5 13, o q. 4--- _4�-art, VQoo 2. Z`i.0.5 01 £ Q4r' 11 45-L. .... • • • •••• • • ▪ • • ..• .. • • • • • • ..• • • • • .... • • .... • . • • • • • • ........ • • • .. . •. . • .. • • ▪ • ..• ... • • • .. • Loc./!..-ttipt4 PLAN:, • • '$AL. r.4a01 • —Chereby certify that the attached sketch of survey shows a true Urvey'of Lot 6 and tho 7est.25 feet of.Lot 4 as measured along tho 4Orth line:thereof, Block 2 BAY LURE SUBDIVISION according to the. : plat. thereof recorded in plat book 44 at page,63 of the public recordd • • CtDide Countyi.11orida. :That thesb0ndaries oftho abovedescribed property have been marked, ad'shCen on the attached sketch. •-: , hakthis property sad vacant on may17t40,1951. ,That there aye no encroachments 0 thld OrdPortY. Signed this 21st day of May A. D. 1961 at Riami, Florida. Registered Civil'Enginer eNo.'3,21-• 1444. • :•• . Land Surveyor No. 49 State of Florida . . • • • • --a in CONSULTINO ENGINEBR • - • MAUI, FLORIDA Cie/ - LG ENGINEERING SERVICES, INC. Consulting Engineers North Office: South Office: 7370 N.W. 364 Street 13380 S.W.131 Street Suite 374 Suite 120 Mioml, Florida 33166 Mian{ Florida 33/86 Tel: (305)994.8128 Fax (305)994.8135 A. R. I. Roofing Contractors, Inc. 8651 Northeast 10 Court Miami, Florida 33138 Project: Dear Sirs; C•1• V .1•L E41-0.1+4+E•R November 11, 1998 T LF UPLIFT TEST Gustinger Residence 1216 Northeast 93 Street Miami Shores, Florida Information provided by client: Permit Number: 43548 Date Completion: October 30, 1998 Roofing Contractor: A. R. I. Rooting Contractors, Inc. LG Engineering Services, Inc. Project Number: LG98-115I (Testing Laboratory Certificate # 95-0607.05) In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Protocol PA 106-94 -- Field static uplift test for mortar or adhesive set tile systems and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 15 feet above ground surface. The type of tile used for this project was reported to be Concrete Roof Tile, (PCA #97-1124.04). This tile was reported to have been foamed in place. At the time of this testing, a total of forty-five (45) tests were conducted; ten (10) at the roof perimeter and ten (I0) at the roof corner and twenty-five (25) in the field area. More than 5% of the roof tile located in the field area and more than 10% of the roof tile at the roof perimeter were physically examined. Based on our test results, we conclude that the installation: of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol .Attached please tind a copy of our test report for your review. •••• •• • • •••• • • • • •• • • •• • •••••• • • •••• • • •••• • • •• •• • • • • • • • • •• •. • • • • ••• • • •••• • • • • • • • • • • • ••• • • • •• • • • • LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. / oh ftad Sonny Salleh, P.E. Project Manager nra.rvttvr>•rsr Oustinger Residence 12!6 Northeast 93 Street Miami Shores. Florida ••• • • • • • •••• • • • • •• • •• • • • • • • •• • • • • • •••• • • • • • • •••• • • • •••• • • • • •• •• •••• • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • • • Report of TILE UPLIFT TEST for Gustinger Residence 1216 Northeast 93 Street MItami Shores, Florida Permit Number: 43545 Test Number Test Load (lbf) Test Status 1C 35 Pass 2C 35 Pass 3C 35 Pass 4C 35 Pass 5C 35 Pass 6C 35 Pass 7C 35 Pass 8C 35 Pass 9C 35 Pass 10C 35 Pass 11P 35 Pass 12P 35 Pass 13P 35 Pass 14P 35 Pass 15P 35 Pass 16P 35 Pass 17P 35 Pass 18P 35 Pass 19P 35 Pass 20P 35 Pass 2IF 35 Pass 22F 35 Pass 23F 35 Pass LG Engineering Serrtces, Inc. - lTIe L4thft fest Resu!! —Pernut Number43-14,7;;"7 •••• • • • •••• • • • • • •• • •• • • • • • • •• • • • • • •••• • • • • • • •• • • • • • •••• • • • • •• •• •••• • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • •• Test Number Test Load (lbi) Test Status 24F 35 Pass 25F 35 Pass 26F 35 Pass 27F 35 Pass 28F 35 Pass 29F 35 Pass 30F 35 Pass 31F 35 Pass 32F 35 Pass 33F 35 Pass 34F 35 Pass 35F 35 Pass 36F 35 Pass 37F 35 Pass 38F 35 Pass 39F 35 Pass 40F 35 Pass 41F 35 Pass 42F 35 Pass 43F 35 Pass 44F 35 Pass 45F 35 Pass Note: - C = Corner P = Perimeter F = Field area ,,..M......-,..w._.,...,M...... LG Engineering Services, Inc. Tile Uplift Test Result —Permit Number: 43548, Page 2 •••• • • • • •••• • • • •• • •• • • • • •• • • •••• • • • •••• • • • •• •• • • • • • • • • • • •. • •••• • • ••• • • • • • • •• • • �• • • ••• • • • • • • • 4 North - 177 43` Approximate Test Location LG Engineering Services, Inc. —771e Uplift Test Result —Permit Number: 43548. Page 3 9000 • 9 • • 999. • .9 • 99 • 9 99 • • 99 • • •••• • • • 9.99 ▪ • 999 a9 9.99 • •• 99 •••• • a • • • • •• • ••• • 0 • • m grA, 42AVBt. STOP d. AIZ.tP GRILTr<+y P1.042.7._ - r 1 /Za_r/es////.////.L2///-!,,r.&'• //2./:27. i' (No .tel pot*** subject 10 budder•a ✓r". atetteg, p umbtng, elselriesl end eating .edea ai lentos Vill ge. Th. Arch:teet env bender are cloved 1d" !mewled a of all building regolatiens wh.rtl:m o: < ;. iRul77 mdi<aud level... All nielneei .ted. r. -r.51- • §emieg, pI- :nbing, eleetrivel wiring .nd omit IN*As:.;; st • Loi be soar .ted bdote Inspection. /7 ),.8"too..ovrt _I "9,yg.• e.. 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H • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • •••• • • •••• •• • • • • •• • • • • • • •••• • 0000 • • • • ••• • • • •• Zaett ,. o 2/la 7;e0 44 .f• c / ay /!<,(4.iQc,,1a4p:i1, $; J'ut.,o%n,C•e. 9va4sr: Jf is p,L ,lA .:9C eaa�e✓so A ° GL7 N t4 SKETCH OF BOUNDARY SURVEY SCALE .:° 03 " 7T. • dy tf,SGr PAJaHe'dt r 17� loLb lb Zo001 m, l Ilan' 9r"Ry G a'' P-Eh,110. 146 i t4 !AZ."' ?Nal Fe Lo. 415°1� • co•lG• Is PerrKumy Lot TILE - • '�PoKcH•�,� j� Z S.500 Cryo) — 75.45 vI skit;o<✓EO r' cu coped r•Dxfea 7rMZe EEE r•• •c 01.1... • Pot'L - .t !S 1436' IB4o' 2.16C{ L .Gl rat E 8EIRING3 HEREON (IF ANY) ARE REFERRED TO AN ASSUMED VALUE OF FOR THE -- SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD ACCORDING TO THE N.F.I.P. THE SUBJECT PROPERTY FALLS WITHIN FLOOD ZONE: A E t .•.. • • . ..•• •••• •. • • •••• • • . • • .• • • . • •••• • • • •• •• • • . • • • • • • • •• • •••• • • •••• • • ••• • • • •• s1DESCRIPTION 4410 rHE z7 FEET of Lor 4 310N: an V LUBE BLOCK 2 NG TO THE PLAT THEREOF AS RECORDED W PIAT BOOK 'UBLIC RECORDS OF PA P E ON SKETCH '= 100' 44 AT PAGE G ='T COUNTY, FLORIDA. �, rl0• Izt6 t.L . R' 'r: l•rla-1t 9HC?&0- FL. -6E�Dd2D perateAL Lvi/K, F. e„ Iry �,'‘,...b,,,,,'r; Kozr 6 f:i16EZ A/6ta11n 1 12446,111, P.6. F EY CERTIFY TO : 4rrGaElay� -rlrL trl$ve.a/ca Fdrla, " L. dl)L I'LL' 4.11/I4110 4ED SKETCH OF BOUNDARY SURVEY Of THE ABOVE DESCRIBED PROPERTY ISA TRUE AND CORRECT REPRESENTATION OFA FIELD SURVEY MADE UNDER 10N AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS N 51017.8 FLORIDA ADIAINISTRATNE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. t)er rUr1116 ER '-.1'7/1 5 / DRAWN BY: '75-23 CHECKED BY.. 1E 0101.0 SURVEY aA1E: ORAS NOTES: VTC44 YME FUTu94D N CORR. CVO NOTAWO%W OR SP0OF01ENt01N*E BEEN LOCNE%EXCEPT Al NOTED. ORRICE 0G104DOIDR1004R TOR mese ROME OP TNS ASARLCT OF T0IO ME. NMS TO Si WOE TO O.TFRM00 RECOrOEO 1*TPILKEA T, 0 AER VI PROPERTY . ROO 00 0144. MEAN CM, (o ANY). LEWI1 OYMEREAR TOT CETECOOPEO. UPTON 0.6.00T 10 ANY CEDWgN, IMWO% RESTRRZed, RESCAMTVN5 OR GVPRf0E OR AMASS. E. BELTRAN & ASSOCIATES, INC. 12533 S.W. 30th STREET MIAMI, FLORIDA 33175 PHONE: (305) 552-7450 CERTIFICATE OF AUTHORIZATION NUMBER L8 5233 ABSREWITIOM$ (tf ANY APPLIED) 0. .0.001 OR. ENa .DCiO,OOfM O IL.O@KAETI 'Loot AC0FS r. .0000401 .OLWETER O*F.L .OM 440 WE,TD,AVCO CARR. L IR. .IR EON PVO FOP. .00.10 ORS. IOU FAC TVA O0.4300EO TNT REQ r ICOPORO MAO .FOTO 100 1030 AOA. ...mod WI NAL .UTEITY EASEMENT M.N.E. .Y1T.MV)0 farm* 1 0 00 fL 4EOMSNETR LN PIM. OOP .IIORRTY 00040 Ix .IS• MYCPANT LALNT. sWEIMR 04.4 .ROTO REIM S.OK .SR MRI mut Erie. .04.0.00.000 !.L :ROTO SME !RAO *VOW (001.TYPva ERNESTO BELT 00*0431S10EI*L R A MAPPER N4 41181 STATE OF FLORICA DATE. /z -x-97 NOTE: THIS LS NOTA VALLA SURVEY WITHOUT TRE ORIODIAL RAISED SEAL AND SNTNATIRE OF A IFLORIDA LICENSED SURVEYOR AND MAPPER 1 . mdvt • • • • • •• • •••• 0 • •••• • • •• •• • • • • • • • • • • •• • •. •• • • •••• •• • • • • •• • • • • • •••• • • •••• • ••• • •• RHVAC - Residential 8 Ught Commercial HVAC Loads Program Gemalre Distributors, Inc. Miami, Fl. 33122 IQI 05-05-03 Elite Software Development, Inc. John Cuirino's Residence Room Load Summary Reports System #1 Room Load Summary Htg Htg Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM —Zone 1- 1 New Den 432 5,396 70 4-6 6,917 1,089 314 1.25 393 314 2 Bath 50 3,979 52 2-5 2,239 298 102 1.30 132 102 3 Florida 363 8,330 108 4-7 8,033 1,762 365 1.35 493 365 System 1 Totals 845 17,705 230 17,189 3,149 7 Main Trunk Size: 1,018781 12x12 in. System #1 Cooling System Summary Net Required: Recommended: Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh 1.695 85%115% 17,189 3,149 20,338 1.860 77%/23% 17,189 5,134 22,323 •••• • • • • •••• • • • •• • •• • • • • • • • •• • • • • •••• • • • • • • •••• • • • •••• • • • • •• •• •••• • • • • • ••• • • • • • • ••••r• • • • • • • • • •• • ••• • • • • • •• RHVAC - Residential 8 Light Commercial HVAC Loads Program Gemaire Distributors, Inc, Miami, FL 33122 05-05-03 Id! Elite Software Development, Inc. John Quirino's Residence Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 1C Window Clear Glass Metal Frame 107 3,955 0 3,060 3,060 8C Glass Door Single Clr Glass Metal Frame 59 2,181 0 2,687 2,687 14B Wall 8" or 12" Block + R-5 510 2,352 0 1,270 1,270 16G Ceiling R-30 Insulation 845 892 0 1,255 1,255 22A Slab on Grade No Edge Insulation 85 2,204 0 0 0 Subtotals for structure: 1,606 11,584 0 8,272 8,272 Active People: 6 0 1,380 1,800 3,180 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 3,410 Ductwork: 0 2,950 0 2,865 2,865 Infiltration: Winter CFM: 90.1, Summer CFM: 45.0 166 3,171 1,769 842 2,611 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 17,189 Temperature Swing Multiplier. X1.00 Building Load Totals: 17,705 3,149 17,189 20,338 Check Figures Total Building Supply CFM: 781 CFM per square foot: 0.925 Square feet of room area: 845 Square feet per ton: 454.232 Building Loads Total heating required with outside air. Total sensible gain: Total latent gain: Total cooling required with outside air. 17,705 Btuh 17,189 Btuh 3,149 Btuh 20,338 Btuh 17.705 MBH 85 % 15 % 1.695 Tons (based on sensible + latent) 1.860 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads. ••• • • • • • •••• • • • • •• • •• • • • • • • •• • • • • • •••• • • • • • • •••• • •••• • • • • •• •• •••• • • • • • • • • • • •• • • • • • • • • • •• • ••• • • • • • •• RHVAC • Residential & Light Commercial HVAC Loads Program Gemaire Distributors, Inc. Miami, FL 33122 06-03-03 Elite Software Development, Inc. John Quhino's Residence Protect Summary Company: UCI Engineering, Inc. Client: Jonh Quirino 6. L. Representative: Nereyda Quintana Address: 1987 N.E. 119 th Road Address: 13780 S.W. 56th Street Suite 215 City: Miami, Florida 33181 City: Miami, Florida 33175 Phone: Phone: (305) 383 8989 Fax: Fax: (305) 716 8643 Comment: Design Data XC.Sor G✓ JrrN= rA Project Name: J,ohn-Quirinds Residence Reference City: Miami, Florida Daily Temperature Range: Low Latitude: 25 Degrees Elevation: 7 Feet 7216 r„E. Y3 T- ,.i14.4r SN4126J Outdoor Outdoor Indoor Indoor Grains Dry Bulb We Bulb Rel.Hum, Dry Bulb Difference Winter. 40 N/A N/A 72 N/A Summer. 92 78 50% 75 58 Check Figures Total Building Supply CFM: 781 CFM per square foot: 0.925 Square feet of room area: 845 Square feet per ton: 454.232 Building Loads Total heating required with outside air. Total sensible gain: Total latent gain: Total cooling required with outside air. 17,705 Btuh 17,189 Btuh 3,149 Btuh 20,338 Btuh 17.705 MBH 85 % 15 % 1.695 Tons (based on sensible + latent) 1.860 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. • • •• • • • • •••• • • • • •• • •• • • • • • • •• • • • • • •••• • • • • • • •••• • • • •••• • • • • •• •• •••• • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • •• iA. S. Fc JOHINVQUIRINIXS RESIDENCE HVAC LOAD ANALYSIS for Jonh Quirino 1987 N.E. 119th Road Miami, Florida 33181 Prepared By: Nereyda Quintana UCI Engineering, Inc. 13780 S.W. 56th Street Suite 215 Miami, Florida 33175 (305) 383 8989 05-05-03 �b' .•• • • • • •••• • • • • •• • •• • • • •• • • •. • • • •••• • • • • • •••• • • • • • ••• •• •••• • • • • • • • • • • • • • • • • • • •• • ••• • • • • •• 9 rR /%Aa��ER j uJE /04. rwep31E13F6 /�aot:r. 8000 1RLSSES MIND `(% ?PLV A 41 J JCT WALL SNE SECTION ORA N NEOPRENE PADS - AMIE IRON PiAMC SUPPORT 4631 W NO ROOT RETRLCRV1T PIPES FROM 00N0 IRM - :GIE SECTION TSAR TLV.i..:i t -1/Y' Nit- BEEP EMERGENCY MSU 14.1 ^xDURGER TFIAN PRCY:&E MAY SwrCN IN PAN -O SHUT DOWN a/c utn LPON AGrr?AT1O' AIR HANDLING UNIT MOUNTING DETAIL v.1.5. z6,f2 • . • • .. • • .... • • .... • • •• •• • • • • • • • • • • •• • ••. • • •••• •• • • • •• • • • •••• • • •••• • • • ••• • • • •• • • • • • • • • • • • • • • • • coNLIASIN+ UIT CONVICT PAD -tt 11 iPovCE PAD MP.; FR179 : U.1 El4GINEERING C70/400.F_5502 Aeon. # 2TTR 2JSoA 1ocM ••.• • • • •••• • • • • •. • •• • • • • •• • • • • • •••• • • • • • • •••• • • • • • • • •• •• •••• • • • • • • • • • • • 2) 1;8" STAINLESS SIIEEL CABLE TE—DOV1v • • • • • ksin 97 FROM EACH OTHER TC INTHSTAND • • • ?R; PNE WINDS (TYF.CAI.) SECS?E CABLES • • • • • • • • • • • TO CC`ICRETE RAD USING AHCNCR BCLTS AND •• TU:NBUC(LLS FOR NA N-ENANCE 4.Y S E) EMIT AT EO E 7 LCI: CF %LE CONCAVE SUB FOUV;A: N CALLA it ti 5 vbTH TVS MATMA. AT RPM ENDS. VIA' AT TV Sal AC RPE 2 F?: CIA NER CU, :f CCPPER TUBPG --^� AV EMIT soot COPPER °CL...l i -RANT PP AG U?GERa .A.FD CONDENSING UNIT MOUNTING DETAIL N.T.S. RESIDENCE f°a XuRr 6vriWNGFQ 1216 N.E. 43 Sr AS. r4 tl.C.l. EA1c/'EER'u4 13780 5.W. 56 Ave SulT( 2)5 JA/ANII PL. $3175 1of2 \EV ISTING PEN 7FR. ROOM LLY 4.)(4.'GAitte 80LFr G/dtri r+w 11 x lad • -to Tel".► )4z8" Deer • %// MNG' •CA RA' / _ 14/ // / OEN I gAru RoDiA Apo- re;) f r • /Au / 46:4 Vursr GusrlNcerr. 1216 1M/A/AI SNori 6wl}E Go din. // .1;002A PAW pYet Agri.ua PyLE AK utC4T 1016 ?If 114"" 5T ize.er 13SSLA)'NF TArzi& Ft.. 4.25.03 SoS• 845-esiz 90S. 8?s. 6o:S •. • . • • • • 0000 • •• • •• • •0 • • •• • • • • • • •••• • • • • •••• • •••• • • • • •• •• •••• • • • • • • • • • • •• • • • • • • • • • •• • ••• • • • • • •• FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C-01 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small Additions, Renovations & Bufdbtg Systems CmpGsoes•Af todCdChapter 8dbePails Emmy Many Cade rm. pederomealedtry MicedrmnSC0001tra0itred600square led alest,seMEW eccpaenaelm3niamredIane%ad wombs to single en! praidaees. Mamba react se Nodded fa Warn by me dram MOM WWI. PROJECT NAME: AND ADDRESS: BUILDER: PERMITTING OFFICE: OWNER: PERMIT NCI 1 1 1 1 I 1 I I CLIMATE �-y� ZONE: 7 El E(9 111 JURISOCTON NO.: 12.13126 13101 SMYLPZIORMS TOEASTaa3 RESTEKES(=Sgare 6dalessdmidaedareal Reweave eieeeirTe6Ys 6C1,PC4and 683ropyodyetetommadtxialenndete oiWgdi6r4 cam tear%=kg andsale heafirgempceraeEuacyWeir matbamdasysd+areg&onsr iaekdmeekly Carnets rattan rebbeing iare@dnwijaclo *Oldie Winn mstudon Cdnpaeu ova* ucmdlapQspaoe 6anavddaadsprang nett* ammrbednviam iuraM Was. R6N01'AIWS(Res'demadidosyucdegaivreaalascoMns roe don 31% alta mussedrdealt• bid>m. RwopOrembianaasinTerm 601 ani 6C4arc&crtye decomma and egignsi Lairs mnsabda*eel NMRFACTURED HOMES ANO RIMS. OdystebNatedmcpaenb art! features Pisses Paint rammer, las lam 8111MGSYSTEM Ca* leen tcosiesrot span is Ward CK 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and Insulation: a. Slab -on -grade (R -value) b. Wood, raised (R -value) c. Wood, common (R -value) d. • Concrete, raised (R -value) e. Concrete, common (R -value) 9. Wall type and Insulation: a. Exterior: 1. Masonry (Insulation R -value) 2. Wood frame (Insulation R -value) b. Adjacent: 1. Masonry (Insulation R -value) 2. Wood frame (Insulation R -value) c. Marriage Walls of Multiple Units' (Yes/No) 10. Ceiling type and insulation: a. Under attic (Insulation R -value) b. Single assembly (Insulation R -value) 11. Coating system' (Types: central, room unit, package terminal AC., gas, existing, none) 12. Heating system`: (Types: heal pump, elec. strip, natural gas, LP. gas, gas h.p., room or PTAC, existing, none) 13. Air Distribution System*: a. Backflow damper or single package systems' (Yes/No) b. Ducts on marriage walls adequately sealed' (Yes/No) 14. Hot water system: , (Types: eiec., natural pas, other. existng, none) • Pertains to mut.Aactu:ed homes wdh she , : , :. oompone0U. thereby 'r:iNitizuthf/�� covered by the calculation are in Paas f7T'•'"'1 / Ise oa " :hal . ; ,� the Fbrioa Energy Code 1. acldti ion 3. 4. 5. r2 Q Smola Pane Double Pane 8a. I & sq. ft. sq. ft. 6b. sq. ft. sq. ft. 7. 13•I % 8a. R. - 3 lin. ft 8b. R. sq. ft. 80. R. sq. ft. 8d. R. sq. ft. 8e. Ra sq. ft. 9a-1 Ra 9 sq. ft. 9a-2 Re sq, ft. 9b-1 9b-2 9C R. R= sq. ft. sq. ft. 10a. R= 30 , EEO sq. ft. 10b. R. sq. ft. 11. Type: Cen"{`rQI SEER/EER: t2.0 12. Type: MO Q HSPF/COP/AFUE: 13a. 13b. 14. Type: ex ks}I nci EF: aa,c3. 2343 Reties d Baro and spea7ce torn covered by gas eaiaiarwn aMeetes =prance rate Ronda Energy Cade. Before construction inspected Mr compliance in accordancemin Sedan .9O F S Wading raE be OAT& -- FLORIDA BUILDING CODE - BUILDING 13.205 •••• • • • • •••• • • • •• • •• • • • • •• • • • •••• • • • • •••• • •••• • • • • •• •• •••• • • • • • • • • • • • • • • •• • ••• • w • •• nmwmIwuuuuwwumuuwmuuwuuu Climate Zones 7 8 9 TABLE861: RESCRIPTIEREQUIREMENTS FOR SWILL ADDMONS(6008¢Ftand Leal,FENDYATIONS TOEZ5TMII BMX= NOME COMPONENT MINBdUY INSULATION INSULATION INSTALLED MOMENT MINIMUM EFFICIENCY INSTALLED EF8CIEN08 Concrete Block Frame, 2'x4' Frame, 2' x 8' Common, Frame Common, Masonry R-5 11.11 R-19 R-11 R-3 Single 5 2118 Central ALC - SPR -Singe Ft* Room unit or PTAC SEER . 10.0 SEER v 9.7 EER v 8.5' SEER . {Z.. SEER _ EER v ___,_ _ __ 014.111400 Y2 6 Under Attic Single Assemby, Enclosed Frame Metal Pang Smote Assembly; Open Common, Frame R-30Electric 13.19 R-13 R-10 R-11 34 / el Resistance Heat pump • Spa -Soya Pkg. Boom urdt o PTHP Gas, natural or propane Fuel O6 ANY HSPF v 8.8 HSPF . 8.8 COP . 2.7' AFUE . .78 AFUE . .78 HSPF xi HSPF . HSPF/ . COP AFUE . _ AFUE e - 18 0'-.61 3'-.87 2'-.75 1'-.57 0'-.39 2'-.78 1'-.81 0'-.44 4'-.87 3'-.75 2'-.57 i'-.39 0'- 30 rQq 8 ii Slab -on -grade Raised Wood Raised Concrete Common, Frame No Minimum R-11 R-5 R-11 .. SECTION REQUIREMENTS 2 ti Electric Resistance Gas; Natural or LP. Fuel OS EF . .88 EF . .54 EF . .54 EF . _ EF . EF . _ gIn o unconditioned space In conditioned space R-6 No minimum Id Bl See Tebes0.67 Maximum percentage glass 10 Boo area allowed is selected by type, overhang length, and solar heat gain coefficient Maximum% e Installed %. GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double OH -111400 014.111400 014.81400 0H.11HO0 0*1.81100 OH..8H00 0H.8HO0 1'-.87 0'-.75 0'-.78 2'-.87 ('-.7 0'- .57 18 0'-.61 3'-.87 2'-.75 1'-.57 0'-.39 2'-.78 1'-.81 0'-.44 4'-.87 3'-.75 2'-.57 i'-.39 0'- 30 3'-.78 2'-.81 1'-.44 0'-.35 Get certified SHGC from the manufacturer or use defaults: Single dear SHGC v .87, double clear SHGC a 78, and single tint SHOO a .75. TABLE 6O.3 1 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 808.1 TO be caulked. Basketed, weather•stripped Or otherwise sealed. Exterior Windows & Doors 806.1 Max. 0.3 dnVsq.1L window area; .5 cMsq.1L door area. Sok & Top Plates 806.1 Sole plates and penetrations through top plates of exterior walls must be sealed. t% Recessed Lighting 608.1 Type IC rated with 0 penetrations (two alternatives allowed). ✓ Multi -story Houses 808.1 Air barrier on penmeter et floor cavity between Boors. Exhaust Fans 808.1 Exhaust fans yarded 10 unconditioned space trap have dampers, except for combustion devices with *Moral exhaust ductwork Combustion Heattno 608.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters 812.1 Comply with eStdency requirements In Table 8.12. Switch (*dearly marked circuit breaker (electric) or cutoff feast must be provided External or bulk -In heat trap required for vertical pipe risers. Swimming Poole & Spas 812.1 Spas & heated pods must have covers (except solar healed). Noncommercial pools must have a pump Omer, Gas spa & pod heaters must have minimum thermal efticlency of 78%. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems Ondudng heat recovery units). ✓ Shower Heads 812.1 Water lbw must be restricted t0 no more than 2.5 gallons per minute at SO PS*O. V HVAC Duct Construction, Insulation & Installation 610.1 AU duds, finings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated end installed in accordance with the oriteda d Section 810.1. Duds in attics must be insulated to a minimum d R-6. HVAC Controls ,----.,-.- 807.1 Separate readily accessible manual or automatic thermostat for each system. 1.0n Tatt6Otireade eRlaLedleYeesko bang added toeaic rwelardle d5dsxylen•dee esteem tek*beefed aRota arde cieroa iss•dnAtmedamod Femrvnmaim falai Camaenb ale aT.prel rater beip eked res reasbd may k O da% 2 ADOM000lLY. Daaairele pimerhpe are.psabcarvirmed Icor mail hsa6imabbe. Teal teweasel alyassdedwAaKyg&%sdoaa edges amperes. 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P..13. 44 PAGE OF THE PUBLIC RECo2V5 OF DADS CdUNTy FLORIDA svaveye, e - eEL.Tak •1 "t -"A55Cc1ATIE5 12563 Sy/. 30 STREET /AIA/A1 FLA- '31 -75 - Nur 305 552..7'/ C6Rr• of AtinknuuneN .* L9 5233 DATE 12•I.97 63 A E. --613-5A -- L O c AT 1-01V. // SKS -TC7{.t-s.4« /3= O1' u —r 4:rureo • Hoax. LINE \VEST ELEVATION fare I4°'1'0" LMy x1125 2wR Srcean 4 • • i/ Sat, ae MA zits -riga _-fA/AILy AND..DEN.� NEN " 1 pt/1 // //////.r. EAST ELE VAT ON III fi / -I / fr/r'/,,,/ lfrr✓ N ansrula..42 ADOI770/1) //i//i/i//r/ ///✓i//, 1116 N•E 9;S/. / pxlsrmd 1- 5701. C• M.S. Nome %i/"/al////iii% NEN Nawr A00/r/ar/. CRASS - I 0" <r PLO T PLAN. taA�e Io'.zo:,•. N04 st2 v1'` 5+4 %ATId Ex,,r°ve 64. s.. 00421 EX/3TING NEM/ A q=°•' ,4I I ;1 1A'r cr. •�I� �1,��1���� 'i����sr i —ntem EX1 TI T4/A. 4 OE S OLrr H EL-EATION feALC l'1. I.'a, Remove x1SfN6 WtVDOrv. AN Y/;I. 4`24. $aiN J ° $`Ic a° 4LInrtA COL. s• us II:a.I DR !6• awe.. tY6 e_14‘4,4, 1/. 8.` 4S. S BLOGC WALLS Cq...#S. W+VELs IA a1/. A63 6 -Comic. ...E2oNT ADDITION. FLOOR. . •FOUND.Arat.-_'PLAN SHALE I/4'•4Ir"a' (ELEet!1 AL` PALMA. s•gE.evr.l Al I, :AApu t'rlsru/ e WA(.4A,A y A%.11,N II ; tillt. IR , , i ../.--" .„. , /'• PART IAI NOgrH : ELEVATI_ _ . se4ie 10'` A4" wD.'3ru l�Dat PAea r1onl /g.• F. Q. ORyWA L INSULATI n1 Ely_ DEN I I/Avv 2x 6" .140 snip O:G To L1. !N ONO ERI r'0, flEA/AF!d o ;\;.1DVALL. $ePP,rr DeIVA, Foa AC. D✓ars • h4.A 114,04 a• CP ktusvr AA WO RA, NFT/ 3" °PENIN 0l:/AW✓6 IOW L•toN NA1441// E LE CT R ICA/ . NCT ES ; Wo,lrs1.14E4E1. cLe, To 8E' _coNNEct_kil. To:Zki•ATigG __FPAaes. Z=.TON.:Mit2VSI2/A.-AG-'erigkAI 9A7n.-OVn Er1:. _ GFl 2sA #.12 mat: ' sig✓IGC_ W4.,.OFdRAD'Q LJ .2oo2 yok 24SAMP.."S.ER✓I6:3 w12IY:WE'10 _40.7.6IRCUiL _ PANEL. twrN •S S -: Sora. STATe/A teN•r _ .. • • • • • • FDJb1DArlaNt - 1.76512N_ P-MSDD op." 240e4 _5a� EEAkINf�_Sa19ALL�Ar1�' TO',ER'rt. Y✓1TH Edlsr1Ne 6e,I*W • • 411:_ itec.EP,TAC1.o . _Ta E. A:4 N14T PROTRGTED -EXISTILJ.G K:1TC..Rg. $k 8' prAttrR GALur?I I]+ 2: 0,83 *Two) tleru Sobel -F-L. O O • R . PLAN SCALE 1a": I:o" C-ELECTlet CAL PLAN ) •. • • • • • • • • •• •• • ywurrERS StE A1is5Le ?MPAI r RET.NREA NT3 GtA21NG ALL cGA•WN4 -SHALL /ACE2 THE REq/IRE• /ACmirS cF 70,E LA2'LE f' S/AACL Now RegozerAENTs 'oF mg. S.F. &G VM9 Y"-UITIow PADVIDE IMPACT 6LAZ046 AT ALL 6U6CP oP66. GG• SHAH. su44Alr PEYAILED Dr/65• aEAR,AIG PROQUGT A PROVAL, PRIOR To 6EA4I116 peR/Arr BEING 15.00.0. AREAS SoRRIoNDING 6LAZ1M6 NAOL' '$EEN 905161JEP ro Receive.. D>=51GN \Viol! LOADS. APPRovA4s '/ SNmP Drl6S To ee SUB/ArrTEP BEPoILE INSTALLATION I,1 9- •••• • • •• • • • • •• • • • • • ▪ .0 • 6 • • s.c• •N h. m •••_'d • 333 • m• ui 1 x 2 c' rIo s 11; i� 5 q P7 . re. .?P -o3 v_. 4.1$ •0e. A Pftici/rvEr. s, irineopi f •DRS BY ovist 51.V25 i3L0aK over+ r I?J • • • • �5/r0000 fN Mu. Lim A/E,✓ r A8/o� - !✓`,10oNS , /AIPAer GaAs AND Peg,te PflOr 448" nip. 13E?j .� g54 gOoreee -or* TOP of 4°x '4"...:r/GOD. Fosr AGhe2EP To. EYISTG Re?F AAFy6R; . jl fARrN../:l3M gook, -0 - O•e. IZ° l"$6" eynass os• a est $5&H.ATION Vol GMP. .RQQF. NOTES &x 12' Coo. . 1it..seAI 4.*_5_.core e. 4LO - Homey .8/T OLA EMAIzeL.TYPE. ROOF TO /A{TCN EXISTING ON /MOPPED 90# SLATE: 70 ! _TNCAPPiD- 6'CIe. AY PERIMBrea. ANDENRS .:d . 4'Ae. IN_FIELV C18. PwwWoP SN[A7NINC NMCED TO .112" WOOD fA"IF7E12S e. VE." 0•4 EXIST/NG Ae5/PEA►CE aro Su8 1 Pie DRyrWACL" ON...f><2'• FuPP.l 4 e" Io' O.G• MTH re- IHS L. Zoic MOCK. WALLS NEN-2z4°.4T'D IWL. (f, Etg$fNe OrENING g1 IA/SULATIOIJ (4. CONG. SIAa g FlgERd&A35 /ASSN ON well. 00.4crED FILL ye IAT. EXPANSION J01N7 colt� CONC. L.9.: t✓Ti 4-• s CONT,. ._ RAKED. 2'1"/FY. slope $` G.fl.S. WALL NAKeo 2'h°/Pr store Srsto 5(T' TILE GRI 1 n� I 5ECTION tl/- - All SCALL ye . ILO" ewe' Akio t“16t• 71�51 S fY_ Srle,o Meta 11 *OP71Tr ON /ATL LITH 9 ✓ENYS CONY. frac." r4"1 BARREL TILE Ro4P 4.a REMove' EXISTING 04 1 Fig. OFT TO /MrtH EXISTING AZ 1"44,. oyP, CEI 2.80 NAT /N1uLAT10.1 2112" WD. RAF 9Rjry8AIL PH Rent Nc STRIPS r6' (It ye IHSVLmeH 12.0 S ECT IDN .. B- 1257-s:A:i Pt. :U/h'F3!N 6. RISER 17I.ARn//1 (::N.: -1A.2) ANCNO2,04GIG 4' CC4ICDULl. /AARK: LOCATION TYPE. /A'AX,1IPLIPT . TAP AGTOIGA.L.00T . FAST 1225 A 4 T.6 TO Roof MI, 0tve.ecverott.. MO IA rmnf 0"04,51AZ 1172 • 111'4*- 1010sg 704+1' ri.. rO P ;Au 850PNICs 8 C WON'. it. p:m0yt.' 25" 54. ti.O .. 072ri,. 1040= 14 .0P M..3 0 r fr.em.1 ora o.x 5.30'!4 s4Nw •.. 4roere.;; ?are, 14.89 woo 7ILL 5?a00-oUR41...^ LU'MSER..To AC -FP 1244•1 P. O'O K"-RAP7DR5'" SPALING'- riAstr'D- •-ON"_"3Z /se,.*FT wit$1 ARL4WS Z0•9' CL8ArL S Arm ADOING- 1.4 E`"TG: CyPRFS8 TO Tug RAFTE125 'FOR.. -Ma CEILING TIN1514 WHICH- QIfl.?Y. WEIGNy LE1S_THE11 A.. i/Z• Pezt_ 54, FT. r. >e -I - 1i e. Ie T.4 OVra / 4.A31 4 Ofase 'A" 4"". ;4r srt-wsr 4.".4' S/00E1 RIOT-AN"1 To ERIs7MG STRkrUR E . 3:4" O.G. t j nit' W000 . ROpraute e 74 4.4 _ewe' wodo AM:ON rop_OF Af x 4u :wool. :Parr ... r.>3. 8,02. tooees6 lz-46 or For Of EAiIf.Jo 9 .6 SYU C00 0A etecw WUL. frg Y oo ro Air OOrle Lg. Tr! 1 "' h- et, o F�� FRAM? NG �Gk o u E ItritiWth TYP. .a:ELOrM5D EXISTING 44S$ . (OMINO. POS'. &.• SNitTITULS__ VoT4 e. 44' $LA9 Ree5ss • ?CAO ?'9 FGOMd6 2X11 SE-C-r:ioN C -.C" $pACM. I/1a s I;d., .3" WASE LINE 1 ESIS 'N* soPTI DUSTING A EEL of... 9=a' ✓4_13LOCK. Lea. .$0TN SIO$5. L. P05 o)r I L4 Q 2.216 To rrre 81+2'6PIi6 44.5 IS .1-#6 Q••P3TIES 11"0.4. '5 uv. 'XISYING • Fa elk R/� rOgii // //EW 4 SrersL 4OL. _ COHC._.SLA Fia2R@LA S /MESH zones a ON welt Co/APA6TE0 FILL FILL:.GA, ,612.. co, 6LLa71 O.P e.lo8 10:14 54 Fd'/NOAr/ON I to"x 24 r..60XC.:5TN. J, . 3NS. eeur. S' x8" Pearss. t45. & -'# 5 / 24 awrcf .. lar9 6glgroks 014'0.5 1 // g x 157 141 CAgAce FO„LIIN,0 AT n.N `C'PLUNf8)NG PLAN ) 22.:_iTGE4 _. PLAte e 270.6_ H02KC0.-177..T P,- • ?1FFll" 'aw Ererr._R.. •,'4; 481-4.1. EA2._SoAtS" emu) !NM wig. 4" . ,;..Sre,-EL baa U/AN / // /.l / / PLS,N' SOIL ST(re/(ENT; b ith r'a yf1dN I?AS'ea yF4)•• 20011' So1L $EA121110. GAP • COIUTti ., Te VERiF)r WITN•toAtitei lAwS5 NAT IS BXISTINA•s••• •j•• "Rat.1 COLO 'VATEtt FR0/A •6XISYlu6• L1NEf IN 6Anb4' VNERE•p4lI?1I G 3V4TER:NEATER .IS LOGAT •••. •• •• • • • • • • • • • . •• • •••• • • •••• •• • "4.• • • 0• • • • • .11 r N •In •••.• W Q ul •pl 1 Of i In IL1 I Q• •b • JI V+ / I W ui V BATH ROO/A ADDIT)ON z ui 1l 1I5 .144 5 m 41 gram) 4.1803 PD 1 l goof. PLAN SECTIONS 74-A fa, tot sIEET - . 2. • • 4•• • • •••• • 1 • • • •••• • • • • Al6A/ F.e o WINDOW & IMPACT 004 4410 1.444e EPS r rob, G&,vAt ,Qoor /}�,rn16 J yre6YR1P ""s--°, (2 a 11' 12" to" htiltri,./4. P RAPreP:11.* ToP i OP 4"x 4' POOP Fbsr ACAVREO To Eylrrk RodF RAFTERS J�.PArtre.y:6H lletord (4-i- • 0.4. _-ROOF .._NoTE.S 'GR.Ay BARRE!, TYPE R 0` ON /HOPPED 900 SLAT 7;tr PERIo.4 4-21. .AND'`f»D5....... Sip 12IYr/0O SHErrm1146 _1 *J2' ROOD fAAFT40.4 e. 8'x t2' owe.Tle R-:YA_e_ 4•#.5...6641&.'../ '11. GOlVELS e 410 11001Ae0e. eHGS e r/ST,A/ geliloONG ORyWALI ' otJ 1•2" Pu C 16' O.C. WHH 'R• _fitBIOGIC WALLS NEN 2;14.'` STOP WALL L+ E L1r,NL .0PEAGN6 /N5uL4r10.J- A1N4 mut.. Eire 51.48 L // 4" Coot. SLAG e. FjgER6LM6 4 / ON WELL. Co/APALTeD FILL !!! IW' a1. exPANSIOAI lrnm Co+JJ' I TO. /AMP EXISTING To 3¢? Ir.CAPPED_ 4'ae. -d ' 9.44. 'H pt ELQ • • IJAiMED Yo 14" 0.6 *assn FACM I ,Pxrr a Ve:NA Errata P4"L Ma 41�C •q rmaatos 2N os �TiNAJi# i us 4-r+-T1!A,+e7ES@ e CARS a 4'•4".eb6 81.12" CONI. T,6.. Qui 4-• 4 CONT, KED 2'2"/77 slope 0.9.5. *Au. PAxeo 2'hy/Fr store SrNM EA701,LE OR•Lrxr CMT SECTION X14.1n„ 41.e ye • IIO,. a.-A---a--A-- tai1�� ITI �ahi , i EaSr" 1 3 rows/ _Arrcu0,2A6e SCON.CDUL.l /AAKK...- IOCP.Ttot,i TYPE. M.A C /IPuPr c.4P ..%TORAL_11PUFT -FA;nNeRs A One TO (wen?. UV' l4rrelf 1172• 1070• 4.- PMuo 6 6 Mb&xToWPW 6-14, taw 1 S 117¢'► 0/2/4- jo .' MSdd` 6 ns /444P ALs.S C WO Mrm p-,Phvvrb"L6./I.AP 0 ?dr •Wes i Acta•% 1.9626,stu•r 4.oOw 9000,' /G.4P 0..7 Atc-5TrtPCTVKA;I._ LOIASER .To ME Fb .1200''4- P5. r. t Ot WhNOOrJ Ara 1'fN 6CFlL. PIto..xor 611 gyp. BLOCIG eat. 4oiu S,oe5 (. 145 60417 • Ls (3 2•1ry 3" WAITE D•rn SreEL SOIL SY4rri4eur; • • Fouv0AT10N PEM ° m?) 1474 24.1'4- Sol ;RARING,• `j " VER] FY•l %n1IGi ielt7DrriDof r 14 $X15;1;; •....... • • A6► / ti -LP WArEa MAI•AJIIS'1NC LINES, N 6Anme WMERC•6ils/W6 Tg41'g:R: EATER ,IS Liatcp••• r." a•vt -BARREL. TILE OOP Pr" "11- V'V - o4 6YR a LING L•D R•0o 9wr -� Poor DuouT,o.J Xi»v?J. 2212' WO.1LA r 16‘.11 I gE/AovE Ell STOW . 0.41. ef,Fob OFF' . TO /ARrGH EX1SrING SECTIONIto" I; y dao• to 3"✓.TAL, 2" WOVE L/Nt µ11F----••••• eg 40, PLUM f3ING' RISER PIA (oh 4444 ) 24 //1 4" we Post 444 w0, Purr Q."... p611C. -51.1t5 FIBER. 9LASS 1AE5L 09 Wett. C»/APA0TB0 L A" wo011 vow AN41G.To Ewsrai6 STROCrORe 3:7 me_ yr' Z'r:12' W040 . 2Arroal e 14";e. 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C:,, y.. ?`aPa1A3° : 'v^ z4. 4' 44-.1i,C I1,„, fir . ..s.. 5 sS �r �, �,Yy3.3� +i �xt'i "C2Y 3,4fJYfyai - . c5.�( :.�} y .,�,yy`- ?E4'Ysr.."x stj�`^l; 4t4rhx`^xr�.''y J C?tW-- 74 . x'✓ %. 7• ;y"j3 . i 3I .. .' - 2,:m " .�” "Y .271Y.. •, ) 3MfflS 40 14313XS 'rd tvr 'SW114111IN0 POOL :OWNER'S-GERi1FICATION Date /o- i3- 8 Z Miami shores Yi,llage Ou_1dtn9 and Zoning Department Attention: Building Official f certify. that I am the legal owner of the property described as co`". rTir'oler c/�{-, located at /2/6)—e.. ?sr , ,h 4 r/ rifle s X1.33/.3,4. • in accordance with Section 33-12(f), Code of Meti^opOlitan Oade I certify that 1 understand and agree that the twitting pool t0 be constructed at the above address cannot be Used or filled r11th water until a. separate' permit has been.obtained for in afp*roved safety 40 106 and such barrier erected,.fnspected and appro4ed. • ,1 further. understand that this certification, however, does. not ,e)tminate the need for.obtalning a permit and erecting an approved barrier plrior:to final inspection and use of the pool. legal Owner 01 .Notes this certification is to be submitted with a swimming pool permit application to duplicate.. • • • • • •• • 000000 • •••• • • •••• • • •• •• •••..• • • • • • • • • • • •• • • • • • • • • • • • •• • * • • •• • • • • 000000 • •••• • • •••• • • • 000000 • ••• • • • •• • • • 000000 • • • • •••.. • • 000000 • • • 000000 • •.••.• • • 1 SKETCH OF SURVL. i� n A C.1'b 3 ,K,, „vJ ....,;A:,%, - }1+ • e n1_. . e/� OF THE PUBLIC RECORDS OF -Ae-'4F- COUNTY, FLORIDA. • • F/v*^r' /✓.E /6 ' .�iye -/(4'p /OQ d0' vi moo..iu P :t �..a., ,. '0V 41•4; • Lr ,. /O q3'9 // /G 74 AtiWGA, 't .42•6 yf;•i 6-- n GS .4' ` 0./4" I\ • < Q 40,..0,..7.9.G'\V ks /.l Y' / .STO,e'i ,-,:-.4 . ,„0,-,0.--.- i P /2/6 /V.,o.• .p3.,4. 5> 'i NI ,41/,~ i//0.2eYs , FG. i. NI N {� It N • G4 75 G 3 ^ GG /7 /4. kil /J N 75 ie /VE�"" a 5T. N. THE FIA FL 9,„ INSURANCE RATE MAP, DATEf) -»— ✓ II . —.__., 1922. PUBLISHED BY THE 1 NITER STATES CF HOUSING AND UR- BAN DEVELOPMENT, DELINEATES THE HEREIN DESCRIBED D O BE SITUATED WITHIN ZONE LOCATION ` •W! REAM CERTIFY:That the lll!ached SKETCH eorr.ot to the b.a o/ by knorfffido• and b•nt no enuoochnerd. udeu share. FOR= M/GL /G9N.," ! .o ter SKETCH - SCALE:I"r,/00' OF SURVEY of the *bon described property as recently startled under our dl»elioe, also i,t c o L� dt o �/` CARIBBEAN LAND SURVEYORS, INC. 7175 S. W. 8th STREET, SUITE 216 MIAMI, FLORIDA 33144 TELEPHONE 264 -9151 O / DO, dl . SCALE: I"Asea' • LEGAL DESCRIPTION LOT •3 A.t/o 7f/E IY4c07' c5',,'"..-? 06 GOYS BLOCK SUBDIVISION '///' G//'- ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 99 AT PAGE ari3 OF THE PUBLIC RECORDS OF -Ae-'4F- COUNTY, FLORIDA. • /✓.E '3•"7- 79 r ,. /O q3'9 // /G 6-- < '3 i. It N • G4 75 G 3 ^ GG /7 /4. kil /J N 75 /9 la n %GS' /VE�"" a 5T. N. THE FIA FL 9,„ INSURANCE RATE MAP, DATEf) -»— ✓ II . —.__., 1922. PUBLISHED BY THE 1 NITER STATES CF HOUSING AND UR- BAN DEVELOPMENT, DELINEATES THE HEREIN DESCRIBED D O BE SITUATED WITHIN ZONE LOCATION ` •W! REAM CERTIFY:That the lll!ached SKETCH eorr.ot to the b.a o/ by knorfffido• and b•nt no enuoochnerd. udeu share. FOR= M/GL /G9N.," ! .o ter SKETCH - SCALE:I"r,/00' OF SURVEY of the *bon described property as recently startled under our dl»elioe, also i,t _ Ie t ♦ aed there on OROER He. '/O ".:S9.—C PROFESS141AL LANG SURVEYOR NO._a>'•a STATE 01 FLOR10A NOT VALID UNLESS EMBOSSED SEAL GTE' CGT, /, /$dd, CARIBBEAN LAND SURVEYORS, INC. 7175 S. W. 8th STREET, SUITE 216 MIAMI, FLORIDA 33144 TELEPHONE 264 -9151 • • • • •• • • •••• • • •••• •• • • • • •• • • •••• • • • • •••• • •••• • • • • •• •• •••• • • • • • • • • • • •• • • • • • ••• • • • •• 2' SKIMMER TO P/F MA 2' MAIN DRAIN TO P/F 11/2' RETURN FROM PIF—® IPI Ah�Ht\L'( GA l�M¢�l I: 1601 t/Kg' 4(.. /A f (OO.pl t t3O' sot ' 1 14. 1OO.O' PLOT PLAN WATER PO01: D .• LOM MIN ,YLOOD CR F.O.-D LESS HID HYDROS/A 1'- 2a.1 TION ANALYSIS EL ELEV. 4.0 P00L LEVBL _ 1.8' 61.4. TEBIA - B ELEV. 4.d VERT. 1.0' 0 UPLIYT ....— 'G.0 POOL DATA CAPACITY vi,v50 GALLONS CIRCULATION 63 Q.P.H. • PUMP 11/1e- R.P. ?hu IMKATO *kV F'U-Tege. LEGAL LOT ,Ok. \\l 2Gi' O6%dr.4, 014 e, SUB'/. 04.-f >,oKe- • P/8. d4 ,PG. (0', • DADE COUNTY, FLORIDA. POOL PLAIN, 1/4'- 1'-0° PROPOSED SWIMMING POOL M�. i T'k&. r.--s`II111•Ic4- FOR: I1LI4 1t. • Q�� ��j . Nt,htvtI 6mt AT: JArl 'C&21 -t owl • BY: STATEMENT THE SOIL ADEQUATE OF 2500 THAN THE CONSULTI BEFORE P CONDITIONS AT THIS SITE ARE TO SUPPORT THE DESIGN LOAD .S.F. IF CONDITIONS OTHER • ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED OCEEDING WITH THE WORK. ARMANSA CONSULTANTS INC. CONSULTING ENGINEERS 1 4229 S.W. 74 CT PH. (305) 264-4510 MIAMI FL. 33156 TELEX ITT -441582 Y kliNier DATE q -21 -be ECAC NOrOV • •••• • • • • •••• • • • •• • •• • • • • •• • • • •••• • • • • •••• • •••• • •• • •• •• •••• • • • • • • • • • • • •• • ••• • • • •• +. . E .1. Ali akrits"W:4 ,• a. a11ilfr0119140 DAE • A 615 aW11 60. lb; racalti: ' acid 90 ant4; D10N01 4D. *t,* IONInik. * SKIL '143 Isit i. 1 ‘40 BO NORitot Or T PRESEN0 1 it iltaZ VAL IA • 9 1991.1$ *IA aura 10 a. 90a0110!:. 0110 11 0/ corriawit . 8011211.110101. a to. oat- nog PON KOH ;0 VD° BO I0074 ND Asci 411. tligaat P A , ..• , . . ,.., • - *, Oa 0.84,T Cdkraiaalliallittlaira 019-baY9. .. ',...-::. . • - • 311A11 as Nay BILLET • GRADE coNioamuta•r *3111. • : . NY ea ei SCHEDULX #10. • - 1.10 WIRING & Dow= AS INDICATED INJILTER • -; wItina• atm . SWIGS 4; EXISTING EMT INSTALL l' : ••:,, • 111- If NOT WITHIN 50 FT b OP FUSED SEMI AT ..,,,,,, r•L:;:'s •.'• " • ?ENVY •ALJ DIMENSIONS Al 81111 81410R.LrtOCESDINCI ••••.• :•. • Wino IF SOIL BEARING IS LESS Tani 2500 P40. t.,41.;:-. • Or 1411011, SILT, OR SOFT SOIL* CONNECTION TO COMPLY WITH NAVL Kati. CODX 680•••11. • 1f31.61.6 POR CONSTRUCTION ONLY V DON X UNDER TO I; , '. .1' • •RR CONSULTING ENGINEER. • rt f- . • • 011 Or root. WATER aOr EXCEED ONE ROO, SHALL 1,, .‘: ..... N LOT LINES, AND CONFORM 10. 811011014 ,GOtt ON THE • ;.• • •... . CODE.. •. • •a CONDUIT IN POOL AREA. GROUND ALL BOXES, 1.10131, VT0 • r/88 WIRE SEPERATELY., POOL PUMP ROTOR TO )I• GROUND WITHIN 88 0000 WIRE. HO. vox° u.tmott.Agetwp...Art uplaw,p.x..givi.Txtiq • , . ,...s. 141. • i 'R. *1 110%901. 1114&U1.R0'B3)!eritOi !MONO 00878014 APPOTSD . . • • lit. BRASS •Oti•• * .NIPFLE‘ • 127' •q; .7.' -'6Q11611-' -• • " oitrutAtt attlit,iiit • . . • ". • ',Vt10.1114 „Rik 464116.14.0' 86 1:U 2#.4t.49.0uPt •.‘.. • • ,.,. .1.414,41:! - ... • . , - • -- -*.:'"-•• .'-',..,:::.'•.*-?..••..:••..- - .4i Vial- ''•3 tli.A113.• Y1"li i BE14-..,••.-:;•' ..!....•.3,.7.%:• . ,!••:•••• 1k: ., 4" 00140. Matt, cAr '111.11 OW. .7..::' ''!• . . . . • '' !Willa .61?. 4. N79.,.U".....:.:! f., 3..*.:. '''....(.'-'',..-:......: .: :: -..-,7.4 ' •••;•-:- "- -1iTi, -.., • •,,•••••-- ..•-- • ... • • • 1.-- ..'•••1- '• ' :i. ,.. ‘,.".•A':. ,• ,•••4*4‘.,,,,, ,..., ,_ , tr,14....• ••, .;.: '..4 „-••• -,,k.... 'r."..... • . • ... • .•, : • " c.' .. '1.'1'5: '.. I'lf'.. ' ,... . ... ., . . • Vi.a0 *OA ., 61(14 - ...• ' ,1. ., )91410, 400014 •• ....* -• • : 4:- ,.'-''. -L.,.,.,.:•• " :'•• , ,,,' • . ..143 • t' , Oit.- STAT tior..44a.aotiata: •.1les Osi:s MOHOA:0 i V IDAToSr .250aW0 lCONDITION OTHEN TUA14CX 1 ENOOUNTH 00 TO 00804 INO3„ ENGINEER SHALL BO kei1ia6 A1.1o0 Ptiolopxmo. ylnkt in • FLOTATION ANALYS15... WATER LiAlldiltEY "T:7. • POOL DEPTH.( ..i. LOW POINT ELXY •q ail a. #.4 :1:1070:::211AYE ai 0..61 LWIO ZSDR8 1111080 VIII IIFAIFT • • • 000 POOL DATA (TADAO Y iffiL*210ALS: C1RCULA?IOIli....04904# PUNP ..... : FrOpi - • . • ..14°') • Ott , 46. c '1•3 it° 051'- ALIB.AND1,114 6f661164 PM) POGRAM POMP • A$90,i4i Maim Ail . .rTC8 iND LOST PONP FIOTOR • .futiotiom ix; ' • acatIOIND iv FIHING SWITCII OR NAAfia/o ETAR.tOR MAGNAVI9 STWER1 •"''• ; 4aamcf Ina TO *41•!,Equ17i..0117 IAGRAM . ''f3",,474FIS Att . f.,74;1;',•-1:34 ' af 4'sj: .7 • '•"1"',o "11.!.i •••• • • • • •••• • • • •• • •• • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • 1 IS • • • • • • 11 • • a • • • • • • • • • • • • • • • • • DESCRIPTION a,la THE wEtir Z5 Feer of Lor 4 310N: ran y 1-OZE BLOCK 2 NG TO THE PLATTNEREOF AS RECORDED IN PLAT BOOK 'UBLIC RECORDS OF PA 1 ON SKETCH itbos 44 AT FAG COUNTY, FLORIDA. 'le• 1zIL IAt-1r Ft-• i. Es 4,714 if p46C[O F?'( E1G/K. rale', Iry Ado!rL' d4.E�IGI%iA KOeT riooe.e l-/EL4&IP r 1?04' WN, P4 , :Y CERTIFY TO : ArmizAbsyy rr rr- )ll yuzallc� Foto, talc- N 4ED SKETCH OF BOUNDARY SURVEY OF THE ABOVE DESCRIBED PROPERTY ISA TRUE ANO CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER ION AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND YAPPERS IN S1 G17.6 FLORIDA /IOM.NISTRATNE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. user TR L 75-Z3 lE FIELD SURVEY DATE: OR'S NOTES: DRAWN Br. CHECKED BY rz-/-D7 ..c • SPTIDN SH1 FN149ED Er MOM Oft POTNLAHOM 011 ta11prEYEME MAK MN 4D4EE4 EAOERT N NOTED. 0 'RUM FMCRLYCH EYTS OTHER THANTgSE SHOWS V THE NSTROCT d Olt! Wu MOVE TO SI WOE TO OtIERHfQ RECORDED IVT, I IVY RO PRORERTY. RSHV EY 4.1.41. HEMS Ot. (I AMv). LEGAL 0O4E14:141.'fS 0E1EI4OI1O. SMKIt4 R.0.(CT TO MY DEDCNOY. 1..4410 4S TESTTN TU I. I[SERSATCM O1 EASLVPOE OF RECORDS. E. BELTRAN & ASSOCIATES, INC. 12533 S.W. 30th STREET MIAMI, FLORIDA 33175 PHONE: (305) 552-7450 CERTIFICATE OF AUTHORIZATION NUMBER LB 5233 YRA IM • EHTY 041 TO•YW 4 WHO MKS 014 Fo4re Do4u MD IA011 PEI IE -SAA OD SWAMI SNEO 1AL&DOC AEEA&YNTIONS (r ANY Cl .GEAR ENR 4.114=140KM 069 .'l& T ELOOI ITW01VA • i6 •0 4.gN•TUl OA 1. 401VMIf1 MAIRTEMARCE ElLT. LV. 4/1T PON PIE ADH. .IOIM W.I. IIOU AC a.A.14 CO OTTOxw Itti REO. 44EOOIIO40 MED 4FOlp NAE & WO ARA. •ICIA• M TWA APPLRO) 4E. .AHUTY !IMAM W.Y L 4141/11/1414014 `401404 Ta 41CPASANT WE .ADR 004 •.RO.ERTV DDN+cA lx .AWE KruwO UAYT. •EASEYDR AWL .ECV• RERAN LOA .EET OM. 110U GLO. ..GLOIWfD El. .FTS4D IVAN IVO •TV Ow 1. 4f01N0 (1111•TITTC.A. ERNESTO BELT PAO►ES&TONAL STATE Of FLORIDA i MAPPER NO. IME DATE: /—D] NOTE THIS IS NOTA VALID SURVEY WITHOUT THE ORNMNAL RAISED SEAL AND S10NATTRE OFA FLORIDA LICENSED SURVEYOR AND MAPPER • • • • • •• • • •• • • • • •••• • • •• • • • • • • • • • • • • •• • •• • • • • •••• •• • • • • •• • • • • • •••• • • •••• • •• • ••• • • • SKETCH OF BOUNDARY SURVEY SCALE 1".'LO' p)9.4.,:k_144 //5.93 i`" .4_ /NfiS� 1A-."--4- R-25 •= /3H' , > z 1.7 ZOLypifeLr pailel—s r 1' is Pt-2KWey taaaO' Lo -r 0 a /b mot ' 1/OO TILE - . Ps, KGN h v. 00 435 pi 9TORy c a4'v gam. 110. IZI(. A ck CLF cc _ 1 - LfYP� Fe'e 11 j L.31(74'111 t 2i1;!. /00,04' Loj Z3 BEARINGS HEREON (IF ANY) ARE REFERRED TO AN ASSUMED VALUE OF 9d� 333 FOR THE '" SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD ACCORDING TO THE N.F.I.P. THE SUBJECT PROPERTY FALLS WITHIN FLOOD ZONE: Aa •••• • • • •• ••••• • • •• • ... • •• • • • •• • •••• •• •••• • • •• •• •• • • • • • •••• • • •••• • • • • • • • • • • • • • •• • • ••• • • • •• • • • • • • • • • • • • A. E 93 2.° 51. 9e' AS PHA LT PAVHNe.r E&,swig Pay PAb,tr yA.O \ $AGK rot*\ PLOT PL&N .. •ie.,gx C 4° N GEGAL DESCRIPTION; LoT 3 AND WE57 25' of LOT 4 13cdu4._ 2. posiou 8Ay Luef PO 44 65 of Pdauc RECoRP$ Or DAPS Cou»ry FL. GEN F_RAL NOTKi ELECTRICAL - LINTS / RECEPTACL.ES % Bs owe To Ex *TING SPARES @ # 14 CO 0 AIJ AI2 Goi rnTIONER - WALL UNIT AeolooR{d To GODS MAIBUJG 4&?rrEBS"ant 1.14 . TEO NONE SEK /A155 LE MPA GT REQUIRE/ANT ALL 6LAtINd SHALL /AEET:TRE RE4ula MEAITS OF THE LAa6E -t 51AML1.- llSSl..EI IMP d REezoort eNTr OF Tut 5•.K.5 4; _la 9 EDIT1oN PROVIDE IMPACT .6LAtING kr AtL:GIA,zED- 6P65 6. SUALL SvfSMrr DETAIL.ED._ P. 4_.pE5RIN6 _pRoovtT APPROVAL-PetdIE To `6Alit 4 Petterr F,EING 15SdED. AREAS SeRROVNDI1d HAVE .esa4 VastemED Te REiEIVr. WM D LOAD'S 4PPR04AL5 '/ ?NIP IA! 509/AITTED PA:POae INSrALL.ATLOt4 4LA21NG IESICKI o RE 51 IDt� ;''rte` / / /// 7 o0y 'e4• 6 2r,5TfN-G mar r MOO atiglattra y..uwt EXISTING SC Ga SID Esu. rA'. D•IN PO.RC 4 3PMeL/ r3,66 6t. fLDRf, TE;TO 1.11 r4• R./,Ja00 . / S2REWEO TO • A4" RT MOO STUDS 11' O.G. WIN 64` 1 G110 -Polar rdd PFI/WALL ORERA? I pN EXIsrfl' comic a R 14 . Q. R• 1! trsoAArt4 i ArXNriHt ArbSoll4 ft.:4 loon 4' T.s1G. P4/410o0 atom ,{/AI,.E6 TO 2"ale" FLOOR. .I4,S1 1G' ¢d. MO At/do 8 1' SIAAPS i2are: ---rd dy g_TO'T 1fT. -. • ••• • • FcO-OR PLAN SeALE tory I:O'. ri•6TM% Rae, frautrut8 B,o",t War. tot. 4 Aro) 3°A 9W vR� /3. f i • /#4, CO at. 7' • SOIL LOA. SOUTH . ELE:VATFON :sista'4 1d" 2r4 Ri. WOOD PUTS Akoror RD Nrr{ Vex L.• L'et:P1ainisrug CON62wrEf S6APj QdO.G. �I, rzoolwtc :,Rdr1XG ?11AO S EC .T .1:C? LV .:._. • • • •• •• • ••• •• ./•.._. • free fid`= I:e'• • • WE ST �i obi'. 0.1%..M. 1.,/e 4 74/• !Ae a E• 4D. Az. fa - 1 - WEST E4E1/41TO I.ExisT1-14.6.- .--s-cREENE. PORCH .__EXCa U.gE -- .... . c ii.."... - 1.MR. ? Mii --KURT 6IL$ II G R ........IFIL. N, . _.23"°_...5iREEr _ IAVAI sNeDaes FL. E1,SnNG aara smoorWelf: • EAST -ELEVATION-: s � �4 ► a'- • • • • • • • • �i 0.1%..M. 1.,/e 4 74/• et. Si. L % • EAST -ELEVATION-: s � �4 ► a'- • • • • • • • •