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RC-17-463 (5)Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 FCORtUp' Permit No. RC-2-17-463 tPermit Type: Residential Construction enn' Work Classification: Garage Enclosure Permit Status: APPROVED Issue Date:-612012017 j Expiration: 12117/2017 Project Address Parcel Number Applicant 129 NW 96 Street 1131010250100 Miami Shores, FL 33138- Block: Lot: ERIK SACCOMANI Owner Information Address Phone Cell ERIK SACCOMANI 129 NW 96 Street MIAMI SHORES FL 33150- 129 NW 96 Street MIAMI SHORES FL 33150- Contractors) Phone Cell Phone NORTHERN STAR CONSTRUCTION ll� (786)201-5522 roved: In Review Date Approved:: In Review Date Denied: Tvoe of Construction: CONVERT GARAGE TO LIVING SP it Setback: Setback: Submitted: Yes ,ate Date: Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $15.00 CO/CC Fee $50.00 DBPR Fee $11.25 DCA Fee $11.25 Education Surcharge $5.00 Permit Fee $750.00 Plan Review Fee (Engineer) $120.00 Scanning Fee $21.00 Technology Fee $20.00 Total: $1,503.50 Occupancy: Single Family Exterior: Rear Setback: Valuation: $ 25,000.00 Total Sq Feet: 275 Right Setback: Bathrooms: Certificate Status: Additional Info: CONVERT GARAGE TO LIVING SPP Classification: Residential Pay Date Pay Type Amt Paid Amt Due Invoice # RC-2-17-63035 06/20/2017 Credit Card $ 1,453.50 $ 60.00 02/24/2017 Check #: 499 $ 50.00 $ 0.00 Bond #: 3436 Available Inspection Type: Review Electrical Review Electrical Review Electrical Review Planning Review Structural Review Mechanical Review Mechanical Review Building Review Building Review Plumbing 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 AFFIDAVIT: I certify that all the foregoing infor ation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermo horize the abo -named contractor to do the work stated. June 20, 2017 Authorized Signature: owner / Applicant / Contractor / Agent Date Building Department Copy June 20, 2017 1 n� A A*'\4Q / )�,, 4--, -1 q (o . - �,2cl - 5-Y z Z— ,. Miami Shores Village a ` Building Department7FLLB2 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 2017 7 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762A949 BY T5" J FBC 20 Iq BUILDING PERMIT APPLICATION Permit Type: Electrical JOB ADDRESS: City: Folio/Parcel#: Permit No. P, C I �a " U (D ` , Master Permit No. _ County: Miami Dade Zip: OZS - D/OU Is the Building Historically Designated: Yes NO Flood Zone: Tenant/Lessee Name: Phone#: 0 Email: CONTRACTOR: Company Name: �D kjn 4,�a � J� Phone#: -66 -JO) -S-�5ro-�- Address: City: Qualifier Name: .17"' 1 el 10 Ir-, Phone#: State Certification or Registration #: I Z SU Zg: � Certificate of Competency #: Contact Phone#: Email Address: ti,.3 TV40 MICR-) •. -A� DESIGNER: Architect/Engineer: /0 ✓1 !! i tP/Ll� 6 ►'1�2 Phone#: Z t 4. v alue of Work for this Pe t:.$ � � � Square/Linear Footage of Work: � o _ . 0,4,7^ Type of Work: Address Alteration ONew ❑Repair/Replace ❑Demolition Description of Work: **********m****************************Fees******************************************** Submittal Fee $-- �() - O�) Permit Fee $ -450 ` w CCF $ ) '-:; - CO/CC $ G() , 0z) Scanning Fee $ (` Radon Fee $ 1 z�, DBPR $ t Bond $� Notary $ Training/Education Fee $�J - Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ _ _53 ' Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address city state Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a0inspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowI dged before me this —41 day of 20 J by X __ a PC/im a" l , who is personally known to me or who has produced��_ i nfifi�tion and who did take an oath. NOTARY PUBLIC: Sign: Print: 1 My Commission Expires: nuisleL & MY OMM:SSION #FF o vo EXPIRES April 3, 2017 APPROVED BY The foregoing instrument was acknowledged bef e me this�� day of c-,,�6 , 20 /, by , who is personally known to me or who has produced Plans Examiner Structural Review NOT Sign: Print: My Commission Expires: and who did take an oath. kr(f %Hume t sm of Flow M3 7/ Zoning Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Property Information Folio: 11-3101-025-0100 Property Address: 129 NW 96 ST Miami Shores, FL 33150-1714 Owner ERIK SACCOMANI Mailing Address 129 NW 96 ST MIAMI, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,802 Sq.Ft Living Area 1,247 Sq.Ft Adjusted Area 1,545 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1950 Assessment Information Year 2017 2016 2015 Land Value $189,543 $189,5434 $140,036 Building Value $107,532 $107,532 $107,532 XF Value $32,066 $32,524 $21,164 Market Value $329,141 $329,599 $268,732 Assessed Value T $276,295 $270,613 $268,732 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $52,846 $58,986 Homestead Exemption $25,000 $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 RESUB OF BLK 3 OF BONMAR PARK PB 42-60 _ _._.._............ LOT 10 BLK 3 LOT SIZE 75.000 X 115 OR 9879-1025 17838-3405 Generated On : 6/20/2017 Taxable Value Information 2017= 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $226,295 $220,613 $218,732 School Board Exemption Value $25,000 $25,000 $25,000 _ Taxable Value $251,295 $245,613 $243,732 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $226,295 $220,613 $218,732 Regional Exemption Value $50,000 __.._ Taxable Value $226,295 $50,000 $220,613' $50,000 _..... S218,732 Sales Information Previous Price OR Book - Qualification Description Sale Pa 9a 06/28/2012 $255,000 28174-1811 Qual by exam of deed Financial inst or "In Lieu of 05/02/2012 $400,400 28141-0068 Forclosure" stated Corrective, tax or QCD; min 05/02/2012 $100 28141-0063 consideration Corrective, tax or QCD; min 05/02/2012 ��$l00' 28141-0056 consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/20/2017 v C I S/I 0;, 6- -, fill t -Ikl rl-'�InA 2";Z 1, A) DAVIO�DACOUiSTO, AICP DEVELOPMENT ORDER File Number: P7-12-16-201690 Property Address: 129 NW 96"' Street Property Owner/Applicant: Erik Saccoinani Address: 129 NW 96 Street, Miami Shores, FL Agent: Keith Gamble Address: 683 NE 19' ) Street. Miami. FL 33179 179 4 C-11 W'hereas, the applicant Erik Saccomani (Owner), has filed an application for site plan review before the Planning Board on the above property. Tile applicant sought approval as follows. Pursuant to Articles TV, V and VI of Appendix A Zoning, See. 400 Schedule of Regulations and Sec, 600. Site plan review and approval required. Garage conversion. Whereas. a public hearing was held on January 26. 2016 and the Board, after havinU considered the application and after hearing testimony and reviewing the evidence entered. finds: I . The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. 11) The Board requires that all further development of the property shall be performed in ,a manner consistent with the site plan, drawings. and the conditions agreed upon at. C� the hearing: Approval is granted as shown on the plans Submitted and made a part of I this approval to convert an existing 441 sf attached garage to a master bedroom suite. 2) The applicant to maintain 2 legal parking spaces on the plot. 3 The finished floor of the garage conversion to be not less than 8 inches above the height at the crown of the road. 4) I'lie fi-ont driveway flares not to exceed 5 ft. in width for a total width at the street of not more than 30 feet. 5) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. page 1 of 6) Applicant to apply for and obtain all necessary permits and approvals from outside agencies before beginning work. 7) An erosion and sedimentation plan subject to review and approval by the building official is required and must be submitted to the building official with the building permit application. Properly installed soil erosion measures (silt fences, straw; barriers, etc.) and anti -tracking area at all construction entrances are required to be L_ removed or as required by the pill in place and maintained if -round cover is reibuilding; official. Required erosion control measures Must be in place prior to footilWs Inspection. 8) Applicant to obtain all required permits and approvals from tile Nliatni-Dade Department of Regulatory and Economic Resources. Environmental Plan Review Division (DRER, EPRD) and the.Warni-Dade Department of Health (DOHAIRS) as required. 9) Applicant to rriect all applicable code provisions at the time of permitting. 10) Applicant to complete a covenant in the form of a "Declaration Of lase" assuring the property is used only for a single family purpose, record the. covenant with tile Miami -Dade County Recorder and provide tile planning director with a copy of the recorded document prior to tile final inspection by the Building, Official. I 1)'I'his zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one ( I ) year. 'file application with conditions was passed and adopted this 26" day of January, 2017 by the Planning and Zoning Board as follows: Motion to approve subject to Staffs recommendations made by Mr. Snow. seconded by Ms. Fleaedus and the vote was unanimous in favor of the Motion. Mr. Snow Yes Mr. Busta Yes is. Hegedus Yes Mr. Diaz Yes Chairman Fernandez Yes Date Xkhard M. Fernandez Chairman. Planning B P a t,- e 2 of" (TO3: MAW MIAMI—DADS COUNTY, FLORIDA s MIA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND IC Qr 11805 SW 26 Strcel, Room 208 BOARD AND CODE ADME41STRATION 113I T (786) 315-2590 F (786) 315-25" NOTICE OF ACCEPTANC www.m iamided e.eovkeonomv Sunshine Windows Manufacturing, Iiic. 1745 W. 33"' Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: Series 112009" Aluminum Sliding Glass Door — L.M.I. APPROVAL DOCUMENT: Drawing No. SGD09, titled "Series 2009 Aluminum Sliding Glass Door Impact Resistant Glass", sheets 1 through 14 of 14, dated 12/17/09, with revision 92 dated 10/21/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami — Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been ..no change in the applicable building code negatively affecting the performance of this product. :00 THRM1Nr.I IMol of this NOA will occur after the expiration date or if there has been a revision or change • ..L%t* materials, tlse, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any produotj flr sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply;V-1 any section of this NOA shall because for termination and removal of NOA. ..... ..ADVER'I'i1:ENZNT: The NOA number preceded by the .words Miami —Dade County, Florida, and • • : • • -followed bye dyer a xpiration date may be displayed in advertising literature. If any portion of the NOA is •displayed, t1mrit shall be done in its entirety. �YNSPECTIM"A copy of this entire NOA shall be provided to the user by the manufacturer or its • d' for a ila or ins cc ' at the 'ob s' at the re ucsLof tim Building Official. ...JIMevidence pages E-1 owl 1 70 _ document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. IAMFDADE MNAU NOA No.14-1112.09 Expiration Date: October 06, 2020 r�1 lid 1 Approval Date: October 15, 2015 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-01 05.02) 2. Drawing No. SGD09, titled "Series 2009 Aluminum Sliding Glass Door Impact Resistant Glass", sheets 1 through 14 of 14, dated 12/17/09, with revision #2 dated 10/21/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, Level LV 1 per ASTM F 842 and per FBC 24113.2.1, TAS 202--•94 7) Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 987 8) Standard Test Method "B" for Operation Force per ASTM E 2068- 08 and per AAMA/ WDMA/ CSA 101/ I.S.2/ A440-11 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5856, dated 11/04/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No.10-0105.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t" Edition (2014), dated 10/21/14, prepared, signed and sealed by Francisco Hernandez, P.E. V. 2. Glazing complies with ASTM E1300-04 :00. . ... . .. • • D. • • QUXtITV ASSURANCE • ; • • • • 1. : . Miami -Dade Department of Regulatory and Economic Resources (RER). ...... ...... .... .. .. • ,; MA=RL41, CERTIFICATIONS 1. ..Notice of Acceptance No. 14-0916.11 issued to Kuraray America, .Inc. for their • • • • • v entryGlas® Interlayer", expiring on 01 /14/17. ...... .. . ...... • Drat& Cgeq PMOTM999 of KMVftM A&A Fmwommic ROMM - Jab Cquy DW i 71D -1#3 D1 7_39t'42 AM �a�517F Manuel U&M P. E. Product Control PI Ex miner Da e: '1G 11r. NOA No. 1112.09 Expiration Date: October 06, 2020 WVM178:49-14AMA SMU Affmwed Approval Date: October 15, 2015 E--1 Sunshine Windows Manufacturine, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Pecora Corp. Part No. Pecora 895 EPDM exterior glazing gasket complying with ASTM C 794-30 pli, ASTM D412-Tension of 550 PSI, ASTM D 624-40 lbs./ in., ASTM D 2240-Hardness Shore A 27 Durometer, ASTM C 510-None, ASTM D 471-70 HRS 2570F and ASTM D 3835-3.0 HRS 180°F, ASTM C 719--±50%, ASTM D 3960-12 g/L, ASTM C 679-3hrs. 7 to 14 days, ASTM C 639-Nil. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51d Edition (2014) and of no financial interest, dated 10/25/15, issued, signed and sealed by Francisco Hernandez, P.E. 2. Laboratory compliance letter for the Test Report No. FTI,5856, dated 11/10/09, signed and sealed Julio E. Gonzalez, P.E. (Submitted under NOA No. 10-010S.02) G. OTHERS 1. Notice of Acceptance No. 12-0314.13, issued to Sunshine Windows Manufacturing, Inc. for their Series "2009" Aluminum Sliding Glass Door — L.M.I., approved on 05/24/12 and expiring on 10/06/15. . 0000 . � ..• •••• • . 4f AndF OOD1122*470 - 17 7_39--42.A Manuel re �.P. E.�$-OM17-FDF Product Control PI n Exliner TAM. - I�MM NOA No. — 112.09 Expiration Date: October 06, 2020 Ike M7/M17:8:49--14AMA MMU AFpwvcd Approval Date: October 15, 2015 E-2 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • ••• t5' MAX • • • • • • • iff 1:1ji51ER5 .5,7LS r u.r f • • • • • • • ON SHOT 106E 14 n 41 3/B' • • • • • • • • • 0 • • MAX D.L.O WDN 0/ a � ' MAX 15' MARE G MAL DOOR WWH - 1.2' TYPICAL BLEVATION GENERAL NOTES: 1.- THIS PROOIM.T MEE73 111E REQUIREAIEM9 OF FOG 57H EDITION (2014). 2.- SHITIERS ARE NOT REQUIRED. 3.- REFERENCE TEST REPORT FTL-5856 DATED ON NOV. 4TK 2000. 4.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL SUNATIONS AD 9WnM ON SHEET 2 7HRU 10 • 12 THRU 14. 5.- WOOD MICAS NOT INCLUDED N THE SCOPE OF 72RS PRODUCT APPROVAL SHALL BE PROPERLY ANCHORED AND SEALED M SUSTAN'MD TPINM THE LOADS IMPOSED BY THE CLA2ING SYSTEM TO THE SMIJCIURE AND SHAH BE APPROVED BY THE BUILDING OFFICIAL POOR 70 DOOR I SIALLA710M S.- WOOD NOW SMPCWK SHALL BE SOVIERN YELLOW PIKE O - 0.53 OF OREA70 DENSITY. 7.- CONCRETE / MASONRY SIRUCRIRE FOR UNIT ATTA04MEW SWILL COMPLY WITH THE FOLLOWING REDUR2NEWS: CONCRETE STROMM Fc'20 - 3000 P9 MIN. CMU AS PER ASTM CIO. CMU MUST BE 6-INCH 71ICK. NORMAL WENY, R MOCKS WITH A MNM11M COMPRESSIVE STRINI M OF 1.9 KSI. - FILLED CIU Fni - 20M P91 MRL a.- ALUMINUM HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF 7HIS PRODUCE APPROVAL. 711E THICKNESS OF THE AL NI M HOST RMIURE SHALL NOT BE LESS 1HAN 1/8% ALUMINUM SHALL RE 6063-76 AND SHALL BE APPROVED BY BUIOI G OFFICIAL PRIOR TO DOOR NSTALU171011. 9.- ALUMINUM N CONTACT THEM DISSIMILAR MATERIALS SHALL HE PROTECTED (BY 07HER5) AS SPECIFED N FBC 51H EDITION (Wi4). 10.- STEEL HOST STMICRIRE NOT INCLUDED IN TINE SCOPE OF 116 PRODUCE APPROVAL SHALL NOT BE LESS THAN 1/S• 11 - COLONIAL MU T M5 CAN tBE APPLIED. mJA3s1 .7uA- 3 &} l t PER As1M C1 un/CH 107M STANDARD SPECIFICATION FOR PACKAGED DRY. mmu LALNATED GLASS COMPOSED OF (2) 3/16' HEAT STRENGTHENED GLASS WDH 009• I FILM. 14.- GIAS PE%E&90 THE AL7UpM�yNOLI F=LtWW AD BE VMH DOW 8B9 SILICONE t5.- OOORS REOAARING F1AL USER PASSAN� SWILL GOtiPLY 1TIfl1 EGRESS REQUIREMENTS OF F6C 8TH m DESIGN PRESSURES CHART PANEL DI►4BNSTOM IN INCHES ' NUMRBQ OF ANCHORS ATRACR CLUSTER DESIGN PRESSURES WITH 3 3/4" SILL. HEIGHT DESIGN PRESSURES WITH S^ SILL HEIGHT ArrACHMBNr TO CONCRETE AND METAL (PSIT► ATTACHMENT TO WOOD (PS'17 ATTACHMENT TOCONCRETR ANDMETAL (PSF) ATI'ACHMENT TO WOOD (rSF) HEIGHT WIDTH E7IT. (+) ANT. (-) Err. (H IMr. (-) Exr.(+) ANT.(-) E'xT. f+) ENT. (-> 24 4 93M 120.71 9U) 116.47 110.OD 120.71 110.00 116.47 30 93.33 101.02 U33 97.48 10142 101.02 97.48 97.48 36 M.21 6621 65.16 65.16 66.26 60.16 05.16 MIS 40 7329 7321 70.71 70.71 7321 7329 .70.71 70.71 ' 24 6 93.33 IMW 93.33 125M 110.00 125Z 1tOAD MW 30 SLU 1250 93.33 125.00 110A t25A0 110.01) 1 125.00 35 93.33 125.00 03.33 U S= 110.00 126D0 110.00 125.00 46 93.33 101.93 93.33 106.07 106.93 10023 1011,07 IOL07 36 6 $3.33 125.00 93.33 MOD 110.00 12LOD 110.00 125.00 46 U33 MOD 93.33 12S00 1100 125.00 1100 125M 24 4 93M 97.71 U33 1 9429 97.71 97.71 94.29 94.29 30 81.07 11A7 7622 76.22 0147 81.07 7622 78.22 34 70.15 70.15 61.09 97.M 70.15 70.15 1 97.09 67.111111 48 57.00 67.00 55.00 5500 57.00 57.00 MOD MOD 96 24 6 " 93.33 12LW 93M 12LO0, 110.00 MOD 110.00 125.00 30 23M 121.10 93M 117M 110.00 121AO 110.00 117,33 36 93M 105M 93.33 101.54 WILD 1" 101.64 101.54 48 65.50 65.50 62.50 6250 8540 6530 C1.60 82.50 70 6 93.33 125.01D 93.33 125.00 1IDA 125.0D 11000 125A0 36 23M 125.01) 93.33 125.00 110.00 125.00 110.00 125.00 b WAS 114.00 WLM 110.00 110D0 114.00 110.00 110.00 WIND LOAD A.S.D. FACTOR NOTE: ME UESIGN PRESSURES SH M DR 0119 CHART ARE FOR AlDWA/LE VMS DE M WIND LOADS CALCIUM BASED UPON TIUR60E WIND SPEEDAS OLWOMI1ED FROM ASCE 7-10 OR 100 1012 ARE PE061IM TO BE MULIIPLED OV 0.6 MR COMPARISON 6EPIEE71 TIE ACING RAC LOADS AM 1HE DESIGN PRESSURE OF 1HE UNITS. 7.7,4--17 FRANCISCO HERNANDEZ FLORIDA- PE 1 51393 mI111(0Ct1f% Int t745 R. 33141 Plan W., I FbNa =12 Nu (305).7/4-"52 rw:(so5)e2s�11s DRAWNO No. SGO09 DATE: 12-17-09 SCALE f 2'-1' SHEET 1 OF 14 . .. . . . .. . . . ... . . . . . . .. .. . . . . . . ... . . . . ... . . .. . • • • •CL H111 SULL 15' HMX • • • SELO ON 10 IF 14 6' MAX 4' MAX wrvaOCK / ASTRAGAL CLUSTER O(fERLOCK / ASIRMK CLUSTER AND mj� SEE DEN1L ON SHEET 10 OF 14 11 1 SEE DETAIL ONHEAD SHEET f0 Of 14 - F 6' MAX F �14' MAX 14' MAX g'`':=:::.i-•.� `:_:: :.,.i: a SawNne Was soa a x 42' G IAA%. DOOR WIDTH •6' Ox / XO (zw*.tS - 2 TRAM) INTERMEDIATE ANCHORl`1 DA-& FORMIKA FOR OVID OIIERIAMIC VCHOR D.LO. FORMUTA FOR OK/XO LL �'HRET O.L.O. HFH01O - FRAME HECW - 7.376' "NNNEEEEEETTT 1 PABS_41�.� D.LIM TEItlR - FRAME HEWIF - 7J7S' UDSSEE -40}I I OF 14 TO F DAA. MOTH . (F11AME WII M - 2!7/4 TOTAL D.LA. MIM : PANE "M - 137/2 OF TO FIGURE TOTAL TO COMFIER OF AtIQ10R3 PER ANCHORS S ANCHORS PER CONR(ARWTON CONPHR AT OONFIWRATION MTENLOOf / ASFRAWI MMER INTERLOCK / ASTROOL CLUSTER O HEAD AND SILL. • HEAD AND BW 144X SEE OETAP ON SHEET 10 OF I4 /5' AINc 9EE DEIML ON SHEET 10 OF 14 Ir MAX � /1�6' e' MAX g _L 6' MAX �11' 11AX 6' MAX 14' MAX Al C D 8 C3 D 1 a a, I 90 x> go 0 42' MAIL C.La G x G MAX. DOOR %IOTA 144' OR fWK. DOWIDTH I W OXO (3 PANELS - 2 TRACKS) 1100 (3 PM405 - 2 1RACH(5j ENTERAEDKTE ANCHOR INiERMEDNIE ANCIIDit DA.O. FORIR2A FOR OXO D.LA. IpWUTA FOR )O0 DAA. CEICNT - FRAt1E HDOHT - 7.376' OF 14 TO FTCU K TOTAL MLO. WIDTH - (FRAME MDT- 20623'�/3 D.L.O. {EIGHT - FRAME HEIGHT - 7.375' OF i4 TO RGIIRE IOTA. O,LO. WIDTH - (FRAME W TH - 20626')/3 O_1 Job Cavy DW Al Z 470 - V3 MM Ii T39-2 AM APPROVED CONFIGURATIONS Howl 1�5 Il7�F pa la �AgmC mmme Ate-_ C:M&ts - _ C BL C1 munumcwnng, Inc. TNK (305)364-'9002 S, Boa Fw4306„2•-6IIB x x 4Y p4 •amiL . c' O MA1C DOOR WIOM FI6' xx (2 mms - 2 macs) Ir.M� ATE ANCHOR 04.0. FORMURA FOR XX D.LO. NEHEHT . FAME HFl01R - 7.375' :10URE TOTAL D.L.O. WON - (FRAME WIDTH - 137/2 U• ,aryi rA ATIDN PER I � ►�y y INTERLOCK / ASTMfiK CLUSTER (� 15' MAX SEE DUAL ON SHEET 10 OF 14 �t4• tW1X � " �j C o go x KAX. DOOR WD1H 144' OOx (3 MNFLS - 2 TRACK$) 0 0 R w z z D1.0. FDRML" FOR OOX N D.LA. HEICRIT - FRAME KOO - 7.376' I fK D.LO. WIDTH - (FRAME WIDTH - 246257/3 a � O � N YTVISfiD DSGD 9 .YY IIIe R.IWG SGD0 I - DATE: 12 1700 _ r SCALE; 1 1' FRANCI500 HERNANDEZ FLORIDA PE 1 51393 -1- 2 OF 14 Eo • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • t • ••• ••• • ••• • �• • t • •• ••• •• 12 EXTERIOR 0 OXXO (4 PANELS - 2 TRACKS) 0 FRANg5CO HERNANDEZ FLORIDA PE it 51393 Mmuf@dUl% Irr- 1745 W. MIS P•W .- , ft 3.10i2 Ph (305)264-"52 Fan(305)028-611• DRAWING Na SGD09 are 12-17-09 SCALE; 1 2'-1* SHEET 3 OF 14 . • ••• . . . ... . • . . . . . . . . • • ••• • • • • ••• • • • • • • • • • • • ••• ••• • ••• • •• • • • •• ••• •• EXTERIOR O O C1 OX OR XO (2 PANELS • 2 TRACKS) Doll WM113ll 17 T3947, Ducritsvo D i q+y�gq,q �y aC-Vtgyiy wilA 6la RIMidE 1 $i.J LiRi +�►F w,NO,Codei Ate►. , 1 le (��i A-LI-I F ILS SEES 12 U 1 • s- —�- .."� m e a 6 1 FRANCISCO HERNANDEZ (��'yy,_ FLORIDA PE 4 51393 CAM OA01*dWnor kr- 1746 W. 3" Pl.- flWb MWG 33012 Plc (305)364-n52 F—C303)M-5116 DRAIMIND No. SGD09 DATE: 12-17-M SCALE: '-1' SWEET 4 OF 14 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . . . ... . ... . . . . . ... . . .. . . . .. ... .. Um doduing Inc. 1715 A. 3w Pk" — , R•16 7701E r" (m)3ss—soar r-:Cj m)t1m-et to EXTERIOR C2 B1 C1 XX (2 PANEIS - 2 TRACKS) NKIW201'7�F MJ3 MJI� I r �_3�f2 i'SBQ1 'RNLCTRSVISM .-M*h,v..nnt�srut(as ""°z44- DRAVA Mw SGD09 DATE: 12-17-09 q;ll — TAILS SSE SHFM 12 11M1 at � ro FRANdSCO HERNANDE2 FLORIDA PE N 51393 SSE: SHEET a - 14 _ _ VwwbcW% Inc. 5 it 35 ku- EXTERIOR 112 0 DAM 12-17-09 3 AT B:OTFOW A.MD TOP RMUL MO. FRO EXTERIOR FXTERIOa MIMI-)1212017 t M-4- i DAW,_Ig=17- E olgrrl�: .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . S" SILL 3 3/4" SILL Il#3H17 7 39--42 VERTICAL SECTIQNS FOR INSTALLATION DETAILS SEE SHEETS 12 THRU 14' -�7� _[m BIM OP MATRRIALB L(IEM I PART / 9TT• DESCBIPTION MOTU 1 SSW-001 1 FRAME HFJW W63-TS ALUM 2 SSW-OD2 1 FRAME SILL 0063-TS ALUM 3 SSW-003 2 FRAME JAMB W63-70 ALUM 4 SW S-004 8 PANEL TOP & BOTTOM RAIL 60D5-T5 ALUM 5 SSW-005 2 PANEL LOCK/FDF:D STILE 6005-T5 ALUM 6 SSW-006 2 INTERLOCK STILE - INTERIOR 5OO5-76 ALUM 7 SSW-007 2 INTERLOCK STILE - EXTERIOR 6005-TS ALUM 6 SSW-O08 1 ASTRAGAL STILE 8005-TB ALUM 9 SSW-009 1 A57RMM1 LACK ADAPTER 8005-T8 ALUM 10 SSW-010 1 ASTRAGAL INTERNAL REMF. TUBE 6005-T6 ALUM 11 SSW-011 1 FIXED PANEL JAMB CLIP 6063-T6 ALUM 12 SSW-012 2 FXD. PANEL BOTTOM PAL GUIDE FWD VNYL 13 SSW-013 AS REQUIRED GLAZING BEAD - 7/16- W63-TO ALUM 14 SSW-014 NOT USED 15 SSW-015 NOT USED SSW-018 1 SILL RISER W83-To ALMA Oa150901 1 MORTISE LACK DELTA INDUSTRIAL SYSTEMS 3411 1 MORTISE LACK KEEPER DELTA INDUSTRIAL. SYSTEMS L2O 3152 1 LOCK EXTERIOR HANDLE /PULL DELTA INDUSTRIAL SYSTEMS 3192 1 LACK INTERIOR HANDLE /PULL DELTA INDUSTRIAL SYSTEMS 2003 4 TANDEM ROLLER (STAINLESS STEEL) DELTA INDUSTRW.. SYSTEMS AS REQUIRED SILICONE DOW CORNING B99 23 AS REQUIRED INTERLOCK WEATHERSTRIP .229 X .220 FIN SEAL 24 AS REQUIRED TOP/BOF. RAIL WEATHERSTRIP .220 X .200 FIN SEAL 25 AS REQUIRED FRAME JAMB WEATHERSTRIP .229 X .220 FIN SEAL 26 AS REQUIRED ASTRAGAL PILE PAD .552' x 1.500" x 2.000' 27 S.M.S. 12 FRAME ASSEMBLY SCREWS j8 X 1' P.H. PHILLIPS 28 S.M.S. 9/PANEL PANEL ASSEMBLY SCREWS /10 X 1" P.H. PNLUPS 29 S.M.S. AS REQUIRED "(D. PANEL CLIP SCREWS /10 X 1/2' P.H. PHILLIPS 30 S.M.S. AS REQUIRED ASTRAGAL ADAPTER SCREWS #10 X i" P.H. PHILLIPS 31 ANGLE AS REQUIRED FXD. PANEL RETADING ANGLE (ALUM) 2 1/2- X 2 1/2" X i/B" 32 S.M.S. AS RE30URED FXD. PANEL RETAINING ANGLE SCREW 110 X 1/2- P.H. PHILLPS 33 S.M.S. AS REQUIRED FXD. PANEL RETAINING ANGLE SCREW 010 X i- P.H. PHILLPS 34 AS BEQURED !. DOUBLE FACE FOAM GLAZING TAPE 1/4- X 1/8- 35 REQURED Wm BULB 3008 MELTPOWT 36 AS RECAREO VINYL BULB 3025 LELTPOINT BILL OF MATERIALS AND PARTS DETAILS ODOCI' RBYISBD Ihx 4 �— w R4— FRANCISCO HERNANDEZ FLORIDA PE % 51393 momfoL li% in. 1740 W_ 33r. P1"a II' , RrA! 33M2 PIx (306)1M-90= Fwo(305)US-611. DRAWING No. SGN DATE: 12-17-0s 5CAM 1 2'=I" SHEET 9 Of 14 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . EXTERIOR as- SYM. -a PANEL. CORNRRS CONSTRUCTION DETAI CLUSThR-DETAIL, (4 ANCHORS) USE FORAD AN HE" SLL AT MMMOAL AND / OR NTERLOCK. LINE. 1 3 DOUBLE ROWS (CLUSTER OF 6) OF I 5 /16- ULTRAWN IN CONCRETE AND WOOD i OR 1/4' KWIK FLEX OR Olkl -l` EX GR 6 3 1/ 3 1/2- SELF DRILLING SCREWS LV VAL 33 1 I lawali rimil J (ER FRAME BOTTOM CORNER CAII, CONSTRUCTION DETAIL. 0.09- SEWITIMA9 PLUS 641ERLAYER SY KURARAY AMERI A, ING. 3/16- N.S. GLASS. VINYL 811:� i n EXTERIOR 4 DOUBLE ROWS (CLUSTER OF 6) OF W 11LTRACON IN CONCRETE AND WOOD R 1/4- KWIK FLEX OR DRR.-FLEX GR 3 iSELF DF SCBE MJ METAL I+4,l1 123Il'� CLUSTER DETAIL (6 ANCHORS) CLUSTER DETAIL (8 ANCHORS) USE FOR HfAL.1lO..SIC t►s1- 6TERLOCK. mir-tam A � OR INTERLOCK. aA.iJ�r+la��. .lea - - E�II� r�i MaJodAg, IRE. 1746 W. 3.1,d Plc e — , RrIM 3W12 Pt. (306)164-466II F..(303)a6-6116 3/16- H.S. GLASS. GLAZING TAPE SOW CO NE OOW CORNDD 699 INTERIOR GLAZING DETAIL � � N Z RID lee - DRAMG No. M SG009 mil' 1 y —t DATE' J -+7-09 sme FRANCISCO HERNANDEZ FLORIDA PE 1 51393 --,-- 10 OF 14 . . ... . .. . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • •w• • 5.84! • • • .079I • • • • Etts 1 t 1 141 1,101 .118 1,516 •w • • • • ��.391 • •�• • 1 3.750 1 1 O O .937 .123 .798 2.495 2.005 •ice .385 '3" r .312 .090 T r __3 2'2 f.782 1.7061. ♦ f. 10 .093 400 .077 2.080-2.074---- 5.882 .5 0 ._.!1.��1-� n;M �. It I' 1" i11•�_ tM�' �I •1171,� 1 ' `.. II �I�t.11�1�,. �T •'r i:'11�. ;" * I: i I_i il.� r i ti. 'Nr, r•!ry.. .,. �sli i. c.�'i:'14.�"WI`i'i+rl �?•-i�l 'i.. t• 4''-k•'x� � i'�I ^..I }•i� . v �11p,'n.L;�:.i 1r y j; .f `:�:'�f�'*�}.�f �i�1��21.i•; r.:.1:1 �� l�� 273 .03 Sj .12d so a 2. 49 2. 078 .082 S I 1.004 O 10 .500- .829 0 .s62 .062 1.39 0.728 j- 0.187 69 0.456 I 0.124 0.436 .t 12 .379 .299 A63 1. 13 .u7 .784 1S E )AalwoChflillf, Im. 1745 R. 33rtt PW- NkWA Wd. 33012 Ph (306)384-9.52 r-(505)42•-5118 � a ORAWM No. SGDO9 DATE: j2-17-Oi SCALE: t Y-1' RORIDA PEE1 51393 SHEET 11 OF I . . .. .. ... . . . . . ... . .. .. . • . • • ! • 1 3/4" MIN. 2 1/4i • ♦ • • • • • 1 x Noon •iMpC BY INERS MUST BE EDGE DISTANCE • • • • • • igOPEfiY SFjLED�ASTRUCTO TO HNSFER LOjDS THE STRUCTURE AND • ♦ • • • ApPR0YE0 OFFICIAL PRIOR 10 DOOR INST�nON. a.• • b 18'f IOLT1L�QN WITH 1 3/4" MIN. • • • • • NMFdC' ♦ NCRETE 7HR000N 1 X BUCK • •SPACING REFER TO nn W '� •kfi A ON SHEET 2 OF 14, AND CLUSTER DETAIL ON SHEET 10 OF 14, RXTERiOR INTERIOR ATTACHMENT TO CONCRETE USING I" BY WOOD BUCK 1 3/4" MIN. 2 1/4" EDGE DISTANCE 5/11i f ULTRACON WITH 1 3/4' MN. EMIEOMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING REFER TO TYPICAL. ELEVATIONS ON SHEET 2 OF 14, AND CLUSTER DETAIL ON SHEET 10 OF 14. WOODEN STRUCTURE BY OTTERS MUST 8E PROPERLY ATTACHED TO TREM ANSFERGLAZING SYSTLOADS TO THESTRUCTURE AND APPROVED BYBNLDING t OFFICIAL PRIOR TO DOORINSTALLATION. SwdMe rit&ws S/18" f UL7RACON WRH 1 7/8- MN. wOCIIXI0% ITC. PENETRA110N I1T0 WOOD. FOR MAX. ANCHOR SPACNO REFER TO 170 W. 331d Pk - MdM% PAN@ 31017 TYPICAL ELEVATIONS ON SHEET 2 OF PW (306)394-9062 14. AND CLUSTER DETAIL ON SHEET 10 OF 14. Fs:(306)M-3Ilf ATTACHMENT TO WOOL) r , 1 GG °HR01� SAL 1" MIN. 2 1 /4" SCREW WITH MIN. 3 THREADS BEYOND THE EDGE D6fNVCE FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 14, AND CLUSTER DETAIL ON SHEET 10 OF 14. � nn ILJI M&AIIII-DADE COUNTY APPROVED MULLION ILJI WfiH 1/8" MIN. THCKNfSS (UNDER SEPWTE " OR META. STRUCTURE WITH EXTERIOR 1/11" UK THICKNESS BY OTHERS. MINIMUM INTERIOR ALCM ALLOY ED BY IL NG O ICIA L. SI1A1 BE APPROVED OY BUKdeq OFFICIAL PRIOR TO DOOR INSTALLATION. a 1a ATTAfiU*C2Nr- METAL STRUCTURE 0 AM ATTACHMENT TO CONCRETE 1700D BUCKS TYPICAL SECTIONS AT HEAD ATlftfffFAfflflMWffffiWNT SUBSTRATES 934 0 aco �0 a v� DRARRW NO. SGDO9 DATE: 12-17-De SCALE: 1 2"- 1 FRANCISCO HERNANDEZ FLORIDA PE 0 51393 SHEET 12 OF 14 . . ... . . . ... . . . . . . . . . . • • • • i' SUCK OTFD ff • • • SEALED Al TO • • f • LOATH DS ESTRLICTURE AND • • • �, G eFFICNL PRIOR TO • DOOR INSDILLATION. , • • 5/�j • Uljti�Ci1N M�i-1 3/4' MIN. • It •E1AgEDl([NT411'ITO CONCkifE/ GROUT FILLED • • • • •BUCK A HRQVGH 1' X�O BUCK. • • • • •FOS NAX ANCHOR Sp REFER TO .b • • • • • TYW-QeELIWATIONS ON JHEEr 2 OF 14. • f • AND CWS'1W4PTM•%4 SHEET 10 OF 14. :. INTERIOR z EXTERIOR 0 n FIXED PANEL � � 1 V MAX. SHIM SPACE ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK USING V' BY WOOD BUCK 5/16' • UIIRACON MTN 1 3/4MIN. • EMBEDMENT INTO ODNCFEW GROUT FILLED FOR MAX ANCHOR SPACING REFER TO 4TRAPBIILT TYPICAL ELEVATIONS ON SHEET 2 OF 14. ' o .b AND CLUSTER OETA6. ON SHEET 10 OF 14. — INTERIOR N .e ul z d EXTERIOR n � , WOODEN STRUCTURE BY OTHERS MUST BE PROPERLY ATTACHED TO TRANSFER CWJHO SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO ODOR INSTAL1AT10N. 5/16' 4 ULTRACON WITH 1 7/8' MIN. PENETRATION INTO WOOD. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS, ON SHEET 2 OF 14, AND CLUSTER DETAIL ON SHEET _ 10 OF 14. N INTERIOR m EXTERIOR �! n 8 FIXED PANEL ATTACHMENT TO WOOD --lo i r — I�oo LGAMI-DARE COUNTY APPROVED MULLION II II 000 WITH MIN. TtICKNESS (UNDER SEPAMTTE•NOA) OR METAL STRUCTURE WITH 1/B' MIN. THICKNESS BY OTHERS. MINIMUM AWMTNUM ALLAY W63-T• OR A-36 STEEL $HALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATOTI I � INTERIOR I 1/4' 0 KWIK-FLEX OR DR FLOC OR s II N SELF 13RLUNG SCREWS THRWOH METAL I WITH AM. 3 THREADS BEYOFW THE I I I W o FOR MARK. AMC" SPACING REFER TO I2E Ft TYPID%, ELEVATKM ON SHEET Or AND CLUSTER tIFTPII ON SHEET210 OF414. i L _ EXTERIOR l- 1/4' MAX. SHIM SPACE W= _ Job ATTACHMENT TO METAL SIRUCTURE+ ILO wfodU1Rfj IRC. 1746 W. 37rd Ple ,_, R•W 3T612 Pk (31315 W-WS2 Fm(306)oY6-0116 EIF TTA rl PR yins VISbU�DSGD 9ATTACII�i TOC��i OUT FILLED BLOCK SGD09 17-Mr TROUT WOOD BUCKS TYPICAL SECTIONS AT JAMBS ,�_ L4�_,�- OATE: 12-17-09 � AT' I -NI ENT SUBSTRATES FO E 1 51 DEZ A��, FLORIDALORIOA PE % 51393 SHEET 13 OF.14 IOi _ % • • • • •• • • ••• • • • • • • • ••• • • • ••• % •• • • • • • • • ••• • • • • • • • • • • ••• • • • • • • •• • • • • • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• EXTERIOR IIVTERIOR Q d 1 3/4" MW. 2 1/4" EDGE DISTANCE 3 3/4" HIGH SILL 'USE NON -SHRINK, NON-MIEF&M 5 KSI HYDRAULIC CEMENT CURED AND K4RDENED CROUT CONTINUOUSLY ALONG THE SILL. — 5/16' 0 ULTRACON WITH 1 3/4' MIN. [MOMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING DER 10 TYPICAL ELEVATIONS ON SHEET 2 OF 14. AND CLUSTER DETAIL ON SHEET 10 OF 14. EXTERIOR Q � S i 1 3/4" MIN.11 2 1/4" EDGE DISTANCE 5" HIGH SILL TYPICAL SECTIONS AT SILL TAwd FAimnrTmwe1r_ Iffy — We r 0001122470 - I13 M17 739:42 AM i IDS I'7JPDF CmAmLikedic WMA17 8=49: Il4 Air[ A 9= Appmved TNTFRTOR F" USE NON -SHRINK. NON-METALLIC 5 KSI HYDRAULIC CEMENT CURED AND HARDENED GROUT CONTINUOUSLY ALONG THE SILL. 5 16' • ULITNACON WITH 1 3/4' MIN. E EM RiIO CONCRETE FOR MAX ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 14. AND CLUSTER DETAIL ON SHEET 10 OF 14. MwukCt1U% Int 1746 W. 33d PI.. H,G, -, NGd. 33M2 Pk (3W)364-0163 F4Kt3W)8W-5116 o044 O� S 9 DRAWINGSGD9 D DATEt1i_17�t-,7�g SCALE.. 1 Ys1" FRANCISCO HERNANDEZ FLORIDA PE K 51393 SHEET 14 OF 14 MECAWind Version 2.1.1.4 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 www.mecaenterprises.com Date 11/28/2016 Project No. 16-ERIKSQACCOMANI Company Name MDS Designed By MD Address 9370 SW 72 ST Description GARAGE COVERTED City MIAMI Customer Name LUIS JARAMILLO State FL Proj Location 129 NW 96 ST File Location: F:\DIBUJ0\2016\R0BERT0\LUIS JARAMILLO\ERIK SACCOMANI 129 NW 96 ST\WIND CALCULATIONS.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 1.00 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 1.75 : 12 Slope of Roof(Theta) = 8.27 Deg Ht: Mean Roof Ht = 11.93 ft Type of Roof = Gabled RHt: Ridge Ht - 13.75 ft Eht: Eave Height = 10.10 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 2519.00 ft^ 2 .... Bldg Length Along Ridge = 49.66 ft Bldg Width Across ff'20 ft Gust Factor Category I Rigid Structures - Simplified Method 0 ' Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 " t"'b.85 ' Gust Factor Category II Rigid Structures - Complete Analysis "'• • •• Zm: 0.6*Ht ••;0•:.5.00 fit•- lzm: Cc*(33/Zm)^0.167 ••_•• 0.2S690 Lzm: 1*(Zm/33)^Epsilon :-"'V7.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 _ 0.99r*96:6 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) �•� 0.88 Gust Factor Summary •• . ••• '00 Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems L Z B Id ►i B Kh: 2.01*(Ht/Zg)^(2/Alpha) 0.85....' Kht: Topographic Factor (Figure 6-4) �.� .F . 1.00. .....• Qh: .00256*(V)^2*I*Kh*Kht*Kd •9"9.39.93 �• Cpww: Windward Wall Cp(Ref Fig 6-6) ..a.. 0.80 . •••��• • Roof Area 2519..00.ft^2 �••••� Reduction Factor based on Roof Area .._..' 0.8V • • •�••� MWFRS-Wall Pressures for Wind Normal to 49.66 ft wall (Normal.%(;:Ridge): 00� Wall Cp Pressure Pressure • •� +GCpi (psf) • -GCPi (psf) • • ' •••••• Leeward Wall -0.50 -24.16 -9.78 " • ••• • . • :• " ': Side Walls -0.70 -30.95 -16.57 '.: Wall Elev KZ Kzt qz Press Press Total ft psf +GCpi ------ ----- ----- ------- ------- -GCpi +/-GCpi --------- ---------------- ------- Windward 13.75 0.85 1.00 39.93 19.97 34.34 44.12 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------- -------------------------- 0.0 ft to 6.0 ft -0.90 -37.74 -23.36 6.0 ft to 11.9 ft -0.90 -37.74 -23.36 11.9 ft to 23.9 ft -0.50 -24.16 -9.78 23.9 ft to 46.2ft -0.30 -17.37 -2.99 MWFRS-Wall Pressures for Wind Normal to 46.2 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) --------------- ------ ----------- -GCPi (psf) ----------- Leeward Wall -0.49 -23.65 -9.27 Side Walls -0.70 -30.95 -16.57 Wall Elev KZ Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 13.75 0.85 1.00 39.93 19.97 34.34 43.62 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------- -------------------------- 0.0 ft to 6.0 ft -0.90 -37.74 -23.36 6.0 ft to 11.9 ft -0.90 -37.74 -23.36 11.9 ft to 23.9 ft -0.50 -24.16 -9.78 23.9 ft to 49.7 ft -0.30 -17.37 -2.99 0 MECAWind Version 2.1.1.4 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 www.mecaenterprises.com Date 11/28/2016 Project No. 16-ERIKSQACCOMANI Company Name MDS Designed By MD Address 9370 SW 72 ST Description GARAGE COVERTED City MIAMI Customer Name LUIS JARAMILLO State FL Proj Location 129 NW 96 ST File Location: F:\DIBUJO\2016\ROBERTO\LUIS JARAMILLO\ERIK SACCOMANI 129 NW 96 ST\WIND CALCULATIONS.wnd a 3L 2 3 3;_2__3 Roof not shown5! ; 5 21'22:1'2 4 4 5 5; a 31 2 �3 31 2 13 W aQs 4�<AGable Roof 7 <.9 45 • .... • • • • • • a0:00 • • • . Wind Pressure on Components and Cladding (Ch 30•Part rL •• • All pressures shown are based upon ASD Design, with a Load•Pactor o'f ••6 ••;••� Width of Pressure Coefficient Zone "a" = 4.62•ft•• •••• •••••• Description Width Span Area Zone Max Min Max •;1h3.n P • • • ft ft ft^2 GCp GCp psf • p%f %.•:• • •••••• • ----------------------------------------------------------------;--it;----o WINDOW # 1 4.48 5.25 23.5 4 0.84 -1.03 40.790 -148.49'••• •• ••••• • • WINDOW # 1 4.48 5.25 23.5 5 0.84 -1.27 40.77 -57.85 •• WINDOW #2 8.06 1.33 10.7 4 0.90 -1.09 42.93 -50.90 WINDOW #2 8.06 1.33 10.7 5 0.90 -1.39 42.93 -62.67 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 39.93 psf � e r yjPRM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include •..• El This checklist • • • • ' 91 A Form R405 report that documents that the Proposed Design complies with Section .... .....: R405.3 of the Florida Energy Code. This form shall include a summary page • • • • • '..' ..... indicating home address, a -ratio and the pass or fail status along with summary • • • • • areas and types of components, whether the home was simulated as a worst -case ""; • .. orientation, name and version of the compliance software tool, name of individual • completing the compliance report (1 page) and an input summary checklist that can; . • . be used for field verification (usually 4 pages/may be greater). • "' . • ® Energy Performance Level (EPL) Display Card (one page) R Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Q9 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) ❑ NA A.completed Envelope Leakage Test Report(usually one page) DNA If Form R405 duct leakage type indicates anything other than default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) 11/22/2016 3:51:29 PM EnergyGauge® - USRCSB v5.0 Page 1 of 1 0 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION - Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Interior Remodeling Builder Name: Street: 129 Nw, 96th St. Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, 33150 Permit Number: Owner. Eric Saccomani Jurisdiction: 232600 Design Location: FL, Miami County:: MIAMI-DADE (Florida Climate Zone 2 ) 1. New construction or ebsting Addition 9. Wall Types (358.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 358.86 ft2 b. N/A R= • • • (t2 3. Number of units, if multiple family 1 c. N/A Ry • • • • • ft2 •. 4. Number of Bedrooms(Bedrms In Addition) 1(1) d. N/A •A= • . • ft2 10. Ceiling Types (325.7 sqft.) • •IhIc lation • Area. .. 5. Is this a worst case? No a. Under Attic (Vented) • •R*3Q0 325.7,2 ft2 • 6. Conditioned floor area above grade (W) 325.724792480 b. N/A . Q: • . • R2 • g' Conditioned floor area below grade (ft2) 0 N/A• • • • • • " 7. Windows(33.9 sqft.) Description Area 11 Ducts •••••• R ft a. Sup: Addition, Ret: Addition, AH: Addition • 6 99.144 •• a. U-Factor: Sgl, U=0.65 33.86 ft2 • "" • • SHGC: SHGC=0.27 • . • b. U-Factor N/A ft2 12. Cooling systems • kBte/hr Efficiency .. SHGC: a. Central Unit • •45.0 SEW.V00 • c. U-Factor. N/A ft2 • • • • • SHGC: 13. Heating systems kBtu/hr Efficidhty d. U-Factor N/A ft2 a. Electric Strip Heat 34.0 COPA.00 SHGC: Area Weighted Average Overhang Depth: 1.167 ft. Area Weighted Average SHGC: 0.270 14. Hot water systems - None required a. Cap: N/A 8. Floor Types (325.7 sqft.) Insulation Area EF:-2.11141 E029 a. Crawlspace R=19.0 325.72 ft2 b. Conservation features b. N/A R= ft2 c. N/A R= ft2 15. Credits None Glass/Floor Area: 0.104 Total Proposed Modified Loads: 16.93 PASS Total Baseline Loads: 16.95 1 hereby certify that the plans and specifications covered by Review of the plans and 11AE S74, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance ti '•% 0 with the Florida Energy Code. rnn, - = '.°:., „ 07r► PREPARED BY: (, :�✓ Before construction is completed -� DATE: _ - this building will be inspected for Its a compliance with Section 553.908 . ° • I hereby certify that this building, as designed, is in compliance Florida Statutes. COD with the Florida Energy Fode. W-E OWNER/AGENT- BUILDING OFFICIAL: _ DATE: DATE: - Compliance requires cert certified factory -sealed in - Compliance requires an A test report in accordance y tJ { • IQ s afWtdlekw it manufacturer that the air handler enclosure qualifies as ance! *i*M 1403.2.2.171. Checklist in accordance with R402.4.1.1 and an envelope leakage 11/22/2016 3:51aJo4--- y 3 �Saq-- FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Interior Remodeling Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 326 Lot # Owner. Eric Saccomani Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 129 Nw 96th St. Permit Office: MIAMI SHORES Cross Ventilation: County: MIAMI-DADE Jurisdiction: 232600 Whole House Fan: City, State, Zip: MIAMI SHORES, Family Type: Single-family FL, 33150 New/Ebsting: Addition Comment: CLIMATE .. • IECC Design Temp Int Design Temp F?VVrfg : Design 'Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer DegTgq QVys Moi�tule• • Range • - -• • FL, Miami FL_MIAMI INTL AP 1 51 90 - 70 � 75 Wig 0 56 • Low • •••• .• BLOCKS "" ' • • • • Number Name Area Volume " • • • • 0 • . • • -- •••.•• 1 Blockl 325.7247 2714.3 : ' SPACES ' Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooletl* Heated 1 Addition 325.7247922714.3 No 1 1 1 Yes Yes Yes FLOORS # Floor Type Space Exposed Perk/Vail Ins. R Value Area Floor Joist R-Value Tile Wood Carpet 1 Crawlspace Addition 53 ft 0.6 325.72 ftz 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Barrel the 336 ft' 40 ft' Medium 0.96 No 0.9 No 0 14 ATTIC Area RBS IRCC V # Type Ventilation Vent Ratio (1 in) 1 Full attic Vented 300 325.72 ft' N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Addition 30 Blown 325.72 ft' 0.11 Wood 11/22/2016 3:51 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 - F0RM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below t To wa!l Type Space R-Value Ft In Ft --In- - Area- .Value--Fraction--Absor—Grade°! 1 W Exterior Concrete Block - Int Insul Addition 5 24.58 0 8.333 0 204.8 ft2 0 0 0.8 0 2 S Exterior Concrete Block - Int Insul Addition 5 13.25 0 8.333 0 110.4 ft2 0 0 0.8 0 3 E Exterior Concrete Block - Int Insul Addition 5 5.25 0 8.333 0 43.7 ft2 0 0 0.8 0 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Omt 10 Frame Panes l / NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 2 Metal Single (Clear) Yes 0.65 0.27 10.7 ft2 1 ft2 in 2 ft0 in None None 2 W 1 Metal Single (Clear) .••. Yes 0.65 0.27 23.2 ft2 1 ft2 in 2 %0 in N8 • None INFILTRATION •..... • • • • *. .. . # Scope Method SLA CFM 50 ELA EgLA ACH • *OH 50 : ' • 1 Wholehouse Proposed ACH(50) 000265 226.2 12.42 23.35 .1827 ";' •;5 • • • .. •• •.:.. HEATING SYSTEM :":';0 • • • # System Type Subtype Efficiency Capacity • • : V064 C1Pas 1 Electric Strip Heat 00 None COPA 34 kBtu/hr ' ' •' j •• ••... s7s#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 16 45 kBtu/hr 1350 cfm 0.75 1 sys#1 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF ft2 DUCTS / — Supply — — Return— Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Addition 6 65.144 Addition 16.286 Default Leakage Addition (Default) (Default) 1 1 11/22/2016 3:51 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FOKM K4Ub-ZU14 TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling(( Heatin �Jan [X] Jan Feb Feb f Mar (X] Mar A r E Apr f Ma May Jun ri Jun ri Jul Jul Au Au) ri [X] Se Sep ( Oct [ ] Oct [ ]Nov [X] Nov Dec Dec Ventin [[ ]] Jan Feb [[[[XXXX�111 Mar [x] A r [ Ma Jun Jul Aug I Se [X] Oct [X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 64... 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 : .b% 6E • • • � 68 .. PM 68 68 68 68 68 68 68 68 68 •• 6& 68 .... ...... •••• • •• ••••• 11/22/2016 3:51 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 129 Nw 96th St., MIAMI SHORES, FL, 33150 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family a. Concrete Block - Int Insul, Exterior Single-family R=5.0 358.86 ft2 "'fps b. N/A R= . 3. Number of units, if multiple family 1 c. N/A : R=•' . • • •fr2 660960 4. Number of Bedrooms 1(1) d. N/A VL ' f! : •' 10. Ceiling Types insjilation •Ares• 000000 5. Is this a worst case? No a. Under Attic (Vented) R'='30!0 325.72 ft 6. Conditioned floor area (ft2) 326 b. N/A 0 ORy • .. ft2 • • • • • • c. N/A •' Ra • ' . �' 7. Windows" Description Area 11. Ducts 000000 R. • % • • • a. U-Factor. Sgl, U=0.65 33.86 ft2 a. Sup: Addition, Ret: Addition, AH: Adrji^ . • •fV 6 06.144 ""' SHGC: SHGC=0.27 " • • 000000 b. U-Factor. N/A ft2 ..••.• . • . • •• SHGC: 12. Cooling systems ' kBtJlhr E:ficier • • • • : • c. U-Factor: N/A ft2 a. Central Unit ; . 4§.0 SEER:16.00 SHGC: " ' •••0 :**a*: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr 0 Efficiency SHGC: SHGC a. Electric Strip Heat 34.0 COP:1.00 Area Weighted Average Overhang Depth: 1.167 ft. Area Weighted Average SHGC: 0.270 8. Floor Types Insulation Area 14. Hot water systems - None required Cap: N/A a. Crawlspace R=19.0 325.72 ft2 a. EF: b. N/A R= ft2 c. N/A R= ft2 b. Conservation features 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: AV0 �HE�ST f+0,0 WE "Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. 'Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 11/22/2016 3:51 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildinq Performance and Prescriptive Methods ADDRESS: 129 Nw 96th St. Permit Number: MIAMI SHORES, FL, 33150 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display cans contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. on R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. OX R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1. and R40'2AY2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • • . "' • • • • • • • X • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402. IJ phall be0in9talled in •. accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as appl"410 j %the method o? constru&bfl.' • • Where required by the code official, an approved third party shall inspect all components and verify. . o.%pliance. • 0 ' • � V • e • : Na R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of riot ex;dding 5 jij • • • changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 throu*46 Testing shall.•conductr d witt • a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, 4wtgg,&all be conducted by A approved third party. A written report of the results of the test shall be signed by the party condugjjr94Il test and provided to thL td(n • official. Testing shall be performed at any time after creation of all penetrations of the building thermal erwelope. ' • During testing: • ;""• 1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyondft Int4nded vT therstripping or;...: other infiltration control measures; • • ' ' 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyondlrftended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. ONA R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. OX R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cIm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ NA R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ NA R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. ONA R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered duds and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 11 /22/2016 3:52 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ® R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ NA R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ NA R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ NA R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risersJaRaie heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available Meat trap or af "' • • • • • • downward and upward bend of at least 3 Yz inches (89 mm) in the hot water distribution line and cold water line locaied A closehSpoa Bible . • to the storage tank. "' ; • • • • • • • • • 0 NA R403.4.4 Water heater efficiencies (Mandatory). 0 a 0 0• • 0 R403.4.4.1 Storage water heater temperature controls • . • 00 • • ••.• • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with autp�yri0mperature controls ..••. capable of adjustment from the lowest to the highest acceptable temperature settings for the inteepQe` Lose. The minimum "" • temperature setting range shall be from 100°F to 140°F (38°C to 60°C). "" • • • • • • 009000 • • R403.4.4.1.2 Shutdown. A separate switch or a dearly marked circuit breaker shall be provided to permit the pow@r supplied • • to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied tth@ IAlh burner(s) of combustion types of service water heating systems to be turned off. ' • •' ; ; .... ; ago 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimumoefficiencies of • Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. (51 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. [X R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 11/22/2016 3:52 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. OX R403.6.1.2 Heating equipment capacity ; • • • • • • • • . NA . R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated accolh4g tb�Section • • R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than tae• 8esign dbolir"oad. • • ..:. X . R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within ¢ jtof the d eslpn : • •..: requirements calculated according to the procedure selected in Section R403.6.1. • • • • . • ' • • •• ••••• NA • R403.6.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment Nith natural draft allWpheric bpmers • shall not be less than the design load calculated in accordance with Section R403.6.1. 000000 . ; • • •••••0 • O N"R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment >; zeA*.pontrolled Rr • • prevent continuous space cooling or heating within that space by one or more of the following options: . . • • • 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment arias ; • • 2. A variable capacity system sized for optimum performance during base load periods is utilized. ONA R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ONA R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ONA R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. IM RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights NA R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 11/22/2016 3:52 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Interior Remodeling Builder Name: Street: 129 Nw 96th St. Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, 33150 Permit Number: Owner: Eric Saccomani Jurisdiction: 232600 Design Location: FL, Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. 0 0 # 0 Breaks or joints in the air barrier shall be sealed. • '....' • Air -permeable insulation shall not be used as a sealing material. • • .. X Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the •: " " insulation and any gaps in the air barrier shall be sealed. •'•"' ' Access openings, drop down stairs or knee wall doors to unconditioned" % ;' • ' • attic spaces shall be sealed. "" ' • % • Comers and headers shall be insulated and the junction of the foun�iflp• .. Walls and sill plate shall be sealed. • • • • • • • • • • • The junction of the top plate and the top or exterior walls shall be sealed! Exterior thermal envelope insulation for framed walls shall be installed in • • • •... substantial contact and continuous alignment with the air barrier. • Knee walls shall be sealed. • • • •' . X: Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. X Rim joists Rim joists are insulated and include an air barrier. X Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. X Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. X Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. X Garage separation Air sealing shall be provided between the garage and conditioned spaces. NA Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. X Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. X Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. X Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. X HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors .0 00 11 /22/2016 3:52 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc . ERA Technical Services Interior Remodeling Miami, FL 33177 Pa e 1 Project Report General Project Information Project Title: Interior Remodeling Project Date: 11-22-2016 Client Name: Eric Saccomani Client Address: 129 Nw 96th St. Client City: Miami Shores, FI. 33150 Company Name: Terracota Building Services Company Representative: Roberto Rodriguez Company Address: 9370 Southwest 72 St. Company City: Miami, FI. 33173 • • • • Company Phone: 305-388-4128 • Company Comment: •. Design Data ••.... Reference City: Miami, Florida .... . , • • • • Building Orientation: Front door faces South •....' • Daily Temperature Range: Low •..... • • • • • Latitude: 25 Degrees • • . •; • Elevation: 7 ft. • •.... Altitude Factor: 1.000 • • ...... ..... Outdoor Outdoor Outdoor Indoor Indoor Grains .. • • • • • Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference •• i • Winter: 47 44.1 n/a n/a 70 n/a Summer: 92 77 51 % 50% 75 51 Check Figures Total Building Supply CFM: 140 CFM Per Square ft.: 0.430 Square ft. of Room Area: 326 Square ft. Per Ton: 569 Volume (ft') of Cond. Space: 2,714 Building Loads Total Heating Required Including Ventilation Air: 3,152 Btuh 3.152 MBH Total Sensible Gain: 5,629 Btuh 82 % Total Latent Gain: 1,235 Btuh 18 % Total Cooling Required Including Ventilation Air: 6,864 Btuh 0.57 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. 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 according to the manufacturer's performance data at your design conditions. —gyp .••DUgNy%%J s _ON•. 10" i s� r F�` sio N A\-�0 r D:\AHVAC\ROBERTO RODRIGUEZ\ERIK SACCOMANI ADDITION.rh9 Tuesday, November 22, 2016, 3:54 PM Rhvac -Residential & Light Commercial HVAC Loa s 1=RA Technical Services Elite Software Development, Inc. Interior Remodeling Miami, FL 33177 Page 2 System 1 Addition Summary Loads _ 1 Component Area Sen Lat Sen --Total Description Quan Loss Gain Gain Gain 1A-cm-o: Glazing -Single pane, operable window, clear, 34.4 514 0 1,190 1,190 metal frame no break, ground reflectance = 0.23, u- value 0.65, SHGC 0.3 14E-5-8c: Wall -two courses brick, brick on concrete or 8 324.6 986 0 772 772 inches concrete, 8 inches of 140# concrete with R-5 board insulation 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 325.7 240 0 792 792 Floor (also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any .""+ Roofing Material, Any Roof Color, R-30 insulation • • "" 19A-2p: Floor -Over enclosed crawl space, No insulation 325.7 714 0 +• 928 V. 528 on exposed walls, sealed or vented space, passive, • R-2 or R-3 board • • • • ' Subtotals for structure: 2,454 0 '...3,282 •� *;282 People: 1 230 ......300 . . . .530 Equipment: 500 .. % J'500 . e ; • 2000 Lighting: 0 •..... 0 0 Ductwork: 0 0 : 0 . 0 Infiltration: Winter CFM: 28, Summer CFM: 14 698 505 . 271 see' ; • • • • •776 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 : 0 ... . 0 AED Excursion: 0 0 276 .„276 System 1 Addition Load Totals: 3,152 1,235 5,629 6,864 Check Figures Supply CFM: 140 CFM Per Square ft.: 0.430 Square ft, of Room Area: 326 Square ft. Per Ton: 569 Volume (ft') of Cond. Space: 2,714 System Loads Total Heating Required Including Ventilation Air: 3152 Btuh 3.152 MBH Total Sensible Gain: 5,629 Btuh 82 % Total Latent Gain: 1,235 Btuh 18 % Total Cooling Required Including Ventilation Air: 6,864 Btuh 0.57 Tons (Based On Sensible + Latent) Notes 777771 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. 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 according to the manufacturer's performance data at your design conditions. D:\AHVAC\ROBERTO RODRIGUEZ\ERIK SACCOMANI ADDITION.rh9 Tuesday, November 22, 2016, 3:54 PM vac Res, entiaT&Li6ht Commercial HVAC Loads lite o are evelopment, Inc. ERA Technical Services Interior Remodeling Miami, FL 33177 Page 3 System 1 Room Load Summary. _ g M n Run Run Clg C g Min ct Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM 1 Addition 326 3,152 41 System 1 total 326 3,152 41 System 1 Main Trunk Size: 4x7 in. Velocity: 720 ft./min Loss per 100 ft.: 0.282 in.wg iorng Tons 0.57 2-5 513 5,629 1,235 256 140 5,629 1,235 256 140 • • • -� it Sensible Lalont . Tota .. • •. it Btuh •Btu.. ; Btuh 5,629 1 6 8 ••� 0 LOOS: .....• • ...... ... .. . . D:\AHVAC\ROBERTO RODRIGUEZ\ERIK SACCOMANI ADDITION.rh9 Tuesday, November 22, 2016, 3:54 PM Miami Shores Village G o 6 2018 BUILDING PER T APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201`4 Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:1 )' W SIB City: Miami Shores Count : Miami Dade Zip: S Folio/Parcel#: ✓ J� �• Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): '�P-4Ty f,-O~G Phone#: V�jJ— Address: 2 City: ��=2State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �0) Phone#: S�96 2i,;?L5�522 Address: T/, "s /ham _ City: State:Zip: iT Qualifier Name: Phone#: State Certification or Registration #: C6 C V_z S Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: )OAJ Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ _ Structural Reviews $ CCF•$ . CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ X (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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. Signatu Signature OWNER or AGENT CONTRACTOR The foregoing foregoing instrument was acknowledged before me this UCH day of ��`' , 20 ke by —I C jtJ�p(yLi who is personally known to me or who has produced -7(UZE (2- s identification and who did take an oath. The foregoing instrument was acknowledged before me this day of 7(�� 20 « by who is personally known to me or who has producedTL---DQIV<.O, �s NOTARY LIC: NOTARY Sign: Sign: Print: (l P i Q� Print: _ Seal:SINDIA l ALVAREZ 38273 MY COMMIES ZOO ION # GG wwwn ######################## APPROVED BY Pubft Plans Examiner Structural Review and who did take an oath. $INDIA ALVAREZ MY COMMISSION # GG 238273 EXPIRES: September 3, 2022 Zoning Clerk (Revised02/24/2014) V4 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N.'> Owni Owni City: Job Address (Of where work is being done):_ City: Miami Shores Contractor's Company Name: Address: 1 ZIY lisl State:_Florida Zip Code: City: lU—' fCi(T . State: ' Zip Qualifier's Name: �19- %..A-AAll Lic. Number: Architect/ Engineer of Record Name: Address: City: State: Describe Work: Le Phone #: Zip Code: I hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami S s harmless of all legal involvement. Signature Signature caner or nt Cont Architect The foregoing instrument was aknowledged before me The foregoing instrument was aknowledged before me this (�> day of igZEi 0�61,by L' SPOCU(`�Dai this G day ots , 20S by N N Who is personally known to me or who has produced �"— N as indentification. Notary blic: Sign: $INDIA ALVAREZ a MY COMMISSION # GG 238273 ;+ 1�`,•` EXPIRES. September 3, 2022 Fors ?• Bonded Tiro Notary Public underwrftsrs who is personally known to me or who has produced as indentification. Notary u lic: Sign: Seal: ��•, -- �"• SINDIA ALVAREZ �. MY COMMISSION # GG 238273 'o`.•` EXPIRES: September 3, 2022 Sonded Ttru Notary Pudic undenniters dF RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY dblDr t STATE OF FLORIDA DEPARTMENT OF BUSINESSAND=PR,OFESSIONAL REGULATION CONSTRUC I I`I WOPI- ISING BOARD ' THE GENERACOsTRACTOR HEREIN; TIFID�UNDER,THE L '1PROVIS(7�OF4'CHAPTER,489FF0 5TA FUTES �..+Y,r 4, � t.... � �4 • /,1"r. t ? �7fy M `•L ...r .M� 1 r,,` .i NRrtERN,S.TCi STR€�Rf V '' 1225S-GLE,1a1MbRErDRIVE -: G'OfL�'5�i21N.G�s, �FL330.71� Lt ` MiR''�C�C12LA ¢340 EXPIRATION© ,T uduU9T 31, 2020 I Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. ■ _ of ssis Local Business Tax Receipt Miami—Dado County, Stato of Florida CS PLOT A Gi - OO NOT PAY UUM28 avV.HF29 NAIrrMOCAnorr - . . - . F%v CCPs M. EXPIRES NOMERN STAR oo.•SMUMoy INC PO4MAL SEPTEMB'ER 30, 2018 60 KE 193 ST 7103195 to'-Js: to d=w&,d a c-= at t::- A= AIUIYJ Ft 33179 Rr --at n C:,j .ay Coda Chsp.tr CA - At, 0 410 O1VWR aer, irvre by Imulu ises '►AYMtNT ntcltYCo KOR7ftEP.1�1 STAR f.C�'+iS 11t 0V tNC 1 M SUB-CEN = AI G= CONTRACTOR RV T^c C�DL&=OR VO GAMME =12C= $45JOJ 09/1Q/2Q17 h�.�s9o�{s) 1 E,ChEC.K-17-ti93283 TM.s F ecr9 EAWerss Tom F-S..ecceal" al ttn L" 8991" s Twi- lb Rr<s.pt is as a Oct or s t�r'ifa:aCbn st t_'►sirol� • Rcakiest. to +ds bmt>les. ma"b wAkh Vpt�� of �11 utxbf/ Crri's d iMgd Tbm EMPT no. atom most be dZIPUrd an A camt+sWe ad V*WC!n - W40ko- baft � See MA-T75 09/05/2018 15:57 9549560555 COVER ALL INSURANCE PAGE 01/01 CERTIFICATE OF LIABILITY INSURANCE =DATEMIDD 0910512018 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 Off 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 ADDITIONAL INSURED, the pDlicy(tes) must be endorsed. If SUUROGATION IS WAIVED, subject to the terms and conditions the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu off such endorsement(s). PRODUCER TCONE FIGURA REEL INSURANCE AGENCY D191A/ COVER ALL INSURANCE 4 950.0006 FA;{954) 956.0555 5800 W. ATLANTIC BLVD. 33JOE COVERALLINSUDANCE.NET MARGATE FL 33063 IN uRAFFINsuRso DERATEDNATIONAL INSURANC; CO. NORTHERN STAR CONSTRUCTION, INC. 10790122S3 Glenmore Drive Coral Springs FL 33071 - -- mart I IFICATE NUMBER: INDICTHIATED. TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW NAVE BEEN ISSUED TO THE INSURED NAM D ABO EgFOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY RI:(�LIIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THI: POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE IM BEEN REDUCED BY PAID CLAS_ iR TYPE OFIN9ur:eune DL R X I COMMERCIALGENERALLIABIUTY ��- NUMa ^'• err t'VU9Y P A CLAIMS -MADE � uMIT>S EACH OCCURRENCE LA IOCCUR DAMAO TO RENTED OW504007558-07 l:mlaEs nay, 8114/2018 6/14/2019 MEb EXP er>a rson GE N C AGGREGATE LIM(T APPLIES PER; X POLICY ❑ PERSONAL a ADV INJURY JECT u LOC GENERALAGGREGATE OTH PRODUCTS - COMPIOP A AUTOMOBILE LueILnY a ANY AUTO COMBINED SINGLE uMIT a ZV'T00rVqNEDAIIULED BODILY INJURY (ParNO HIRED AUTOS AUT%VVNEO AUTDB BODILYINJURY (Par ) a PROPERTY DAMAGE a UMBRELLA WLB OCCUR a EMPLOYERS LIABan•Y NIA DESCWPTION OF OPERATgNS I LOCATIONS I VEHICLES (ACORD 101, Adeatlarwl Remarks Schad . ems, may Ea sttaehad If moro Bps" ie royul,�I GENERAL CONSTRUCTION UNIT a LICENSE #CGC 1528340 WIIAMI SNORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND STREET NMI SHORES FL. 33138 FAX 9 305-756.8972 ACORD 26 (2014101) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES RE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED R ATNE ''I V"AA4. The ACORD name and logo are registered marks of CORA C.r.�...uO.RAt 110N. All rights CERTIFICATE OF LIABILITY INSURANCE ATE 1111111111 Dosio( sro s Y) 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 ADDITIONAL INSURED, the policy (les) must have ADDITIONAL INSURED provisions or 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 endoreement(s). PRODUCER FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue Clearwater FL 33756 CONTACT NAME: PHONE A/C No Ext : 00 277-1620 X 4800 FAX A/C No): 27 797-0704 E-MAIL ADDRESS: INSURERS) AFFORDING COVERAGE NAIC# INSURERA: Frank Winston Crum Insurance Company 11600 INSURED FrankCrum L/C/F Northern Star Construction Inc. 100 South Missouri Avenue Clearwater FL 33756 INSURER B: INSURER C: INSURER D: INSURER E: 1 INSURER F: COVFRAGFS CERTIFICATE NUMBER: 495613 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH TINS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSRD SUER WVD POLICY NUMBER POLICY EFF (MMA)D/YYYY) POLICY EXP (MWDD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS -MADE OCCUR To APREMISES MAGES( REaoaurceENTED DAME nce)$ MED EXP (Any one Person) $ PERSONAL & ADV INJURY $ GE4 AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ PRODUCTS-COMP/OPAGG $ POLICY a PROJECT F $ OTHER: AUTOMOBILE LIABILITY COMBINED dentiSINGLE LIMIT E BODILY INJURY PerPerson) $ ANY AUTO OWNEDAUTOS SCHEDULED ONLY AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per acci rrt $ HIRED AUTOS NON -OWNED ONLY AUTOS ONLY E UMBRELLA LIAB HCLAIMS-MADE OCCUR EACH OCURRENCE $ AGGREGATE $ EXCESS LIAR DED I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS LIABILITY YIN WC201800M 01/01M18 01/01/2019 X PER STATUTE OTH- ER E.L. EACH ACCIDENT $1.000.000 ANY PROPRIETORJPARTNERIEXECUTVE a OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) If yes, describe under E.L. DISEASE -EA EMPLOYEE $1,000,000 DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) Effective 05/23/2016, coverage is for 100% of the employees of FrankCrum leased to Northern Star Construction Inc. (Client) for whom the client is reporting hours to FrankCrum. Coverage is not extended to statutory employees. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE HALL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REP ESENTATIVE Miami Shores Village Building Dept. 10050 NE 2nd Street Miami Shores, FL 33138 01988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (201603) The ACORD name and logo are registered marks of ACORD