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RC-17-1241 (3)
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address rmit Issue Date: 1111 Permit NO, RC-5-17-1241 Permit Type::;Residential Construction Work Classification: Alteration Permit Status: APPROVED 12017 Expiration: 05/12/2018 Parcel Number Applicant 1070 NE 93 Street Miami Shores, FL 33138-2932 1132050160010 Block: Lot: ALFONSO DEL CASTILLO Owner Information Address Phone CeII ALFONSO DEL CASTILLO 1051 NE 92 Street MIAMI SHORES FL 33138- (305)613-5552 1051 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) HOME OWNER Phone CeII Phone Valuation: $ 15,000.00 Total Sq Feet: 700 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: 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: CABANA CONVERSION , (OLD GAR Classification: Residential Fees Due Bond Type - Owners Bond CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $500.00 $9.00 $6.75 $4.50 $3.00 $5.00 $450.00 $120.00 $81.00 $12.00 $1,191.25 Pay Date Pay Type Invoice # RC-5-17-63921 05/05/2017 Credit Card 11/13/2017 Credit Card Bond #: 3554 Amt Paid Amt Due $ 200.00 $ 991.25 $ 991.25 $ 0.00 Available Inspections: Inspection Type:, Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Fill Cells Columns Review Electrical Review Electrical Review Planning Review Structural Review Mechanical Review Plumbing Review Plumbing Review Plumbing Review Building Review Building 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 ume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRI I i), PLUMBIN ' ECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVI ce that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni gi hermore, I authorize the above -named contractor to do the work stated. Author'°' ., ure: Owner / Applicant / Contractor / Agent November 13, 2017 Date Buildin • Dep = rtment Copy November 13, 2017 1 Address: City: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: rl City: State: Zip: Value of Work for this Permit: $ /��.%i�i�'.? 15)000 Square/Linear Footage of Work: 700 A1110w61, --011s6 Miami Shores Village cEIVI D Building Department MAY 052017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 q✓--�(1 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 5i, i- BC 20 14 BUILDING Master Permit No. C 17 41 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ` �a / CONTRACTOI DRAWINGS JOB ADDRESS: 070 Ac ' City: Miami Shores County: Miami Dade `. Zip: 33'SS Folio/Parcel#: // — 3205 - 016 00 / 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): iQ LFQNf Sc7 D L. CAST::1--L-0 Address: /0 76' /1/E 93 rcJ sr Phone#:42323_1620277 City: //i ((,4F 4 / Sf"lOI e S State: Zip: SS 138 Tenant/Lessee Name: Phone#: Email: a-Cct.S 7/10ZSe...-1"C . nt' 6.1-GGZ S hit o Gt loan c CONTRACTOR: Company Name: Phone#: r' e. 3wn'er Zip: Type of Work: ❑ Addition I I Alteration Description of Work: )( CA- ESA/ y,4 r24rr i 19072C1/ State: ❑ New ❑ Repair/Replace ❑ Demolition CIA/ vtc72 770A/ * •-.yl r %% "rila st.'y, (01-D fi/'1Afe) 7L. R,,2CN &Ater Specify color of color thru tile: Submittal Fee $ ZOO 1 (I Permit Fee $ 1 Sv Scanning Fee $ 8 Radon Fee $4. Technology Fee $ , 2 .. Training/Education Fee $ CCF $p1- ��9.. CO/CC $ i® DBPR $ ._ /8 Notary $ 3 � Double Fee $ Structural Reviews $ ` Bond $ 0o p " TOTAL FEE NOW DUE $ { 1 • 2S (Revised02/24/2014) tb'0O 9 q j . Z. S Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted a't the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a•proved a . reinspection fee will be charged. Signature WNER or AGENT The foregoing instrument was acknowledged before me this Al day of MC11I� II ,20 fl ,by NV.0n� ci'\ CQwko Sur c.who is personally known to me or who has produced r vim✓ L CAT\S`e_ as identification and who di NOTAR Sign: Print: Seal: ************* YANADY PRIETO ;. • ; MY COMMISSION # FF 214031 a$ EXPIRES: Ma 25, 2019 1 Iif the Bonded Thru Notary Pam• Undenniters APPROVED BY (Revised02/24/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: t '_t Print: Seal: *************************************************************** Plans Examiner S/11 //7 Zoning Structural Review Clerk 917hantiSh,oreJe [/ P� 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 7 56.8972 DAVID A. DACOUISTO, AICP PLANNING 8 ZONING DIRECTOR DEVELOPMENT ORDER File Number: PZ-03-16-201629 Property Address: 1051 NE 92nd Street Property Owner/Applicant: Alfonso Del Castillo & Ana Jimenez Address: 1051 NE 92nd Street, Miami Shores. FL Agent: Address: Carmen Rojas 800 Parkview Dr. #328, Hallandale. FL Whereas, the applicant Alfonso Del Castillo & Ana Jimenez (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV. V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. Garage conversion to cabana, change street address, pool fence in rear yard / front yard. New entryway. Whereas, a public hearing was held on April 28, 2016 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. 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. 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 the hearing: 1) Applicant to apply for and change the property address to reflect a front entrance on NE 93`d Street before applying for a building permit and the new address to be used on any building permit approved by the Building Department. Page 1 of 3 2) Planning and Zoning Board zoning approval is granted as shown on the plans submitted and made a part of this approval to convert a 625 sf garage to a cabana, to a construct a new front entrance and for a 4 ft. high pool fence around the yard where the pool is located. 3) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. 4) Applicant to apply for and obtain all necessary permits and approvals from outside agencies before beginning work. 5) The applicant shall provide an architect or engineer's drainage plan and report to certify to the building official that the site provides storm drainage that detains the first one inch in natural or filtered structural facilities prior to the issuance of a building permit by the Building Official. 6) The applicant is responsible for the installation and maintenance of drainage structures and any site modifications shown on the drainage plan that are necessary to provide storm drainage that detains the first one inch in natural or filtered structural facilities. Minor modifications to the approved drainage plan shall require a new signed architect or engineer's drainage plan that shall be subject to review and approval of the Building Official and the Planning Director. Major changes to the approved drainage plan including the construction of drainage improvements such as but not limited to mounds and walls, shall require a new site plan review application and review and approval by the Planning and Zoning Board. 7) All drainage improvements shall be installed in accordance with the approved drainage plan before final inspection by the Building Official. 8) The applicant shall repair and maintain the onsite drainage system in accordance with the approved drainage plan except that major changes shall require Planning and Zoning Board approval as stated in Condition #3. 9) An erosion and sedimentation plan subject to review and approval by the building official is required if ground cover is removed or as required by the building official. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti -tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 10) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami -Dade Department of Health (DOH/FIRS) as required. 11) Ground cover shall comply with the provisions Division 17 of Appendix A, Village of Miami Shores Code of Ordinances, artificial turf and rock of any kind is specifically prohibited. 12) Applicant to meet all applicable code provisions at the time of permitting. Page 2 of 3 t 13) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant with the Miami -Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 14) This 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 (1) year. 15) Remove pavement from swale on NE 92nd Street. The application with conditions was passed and adopted this 28th day of April, 2016 by the Planning and Zoning Board as follows: Adding condition #15. Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Yes Mr. Diaz Yes Chairman Fernandez Absent Date hrobeC'C r'dfirrhrs`' hairman, Planning Board Pave 3 of 3 Remberto Contreras. P.E. P.E. No 21522 7066 SW 44 St Miami Fl 33155 PH. 305-234-3567 INSPECTION REPORT .. • . •••• • • .. .. • • • • .. • • • •••• .. • • • • . • •••• • .. • • •• •• • ••• • .. • • .. • . • .. . • DRAIN CALCULATIONS AT FRONT PORCH 1070 NE 93 STREET, MIAMI SHORES ••• • f REMBERTO CONTRERAS 7066 SW 44 ST MIAMI, FL 33155 PH: 305-668-5792 FAX 786-513-3754 ROOF DRAINAGE CALCULATIONS Date: 8/18/2017 Address: 1070 NE 93 STREET, MIAMI SHORES LOCAL RAINFALL INTENSITY: (Figure 1106.2 Chapter 11 of the Plumbing Code): Miami . 5•. Jgclles/Hr Minimum roof pitch• • • • • 1 /! per foot• .••• Roof Designation (See Sketch) AREA 1 Total Area To Be Drained (sf) 215 (Roof area plus 50% parapet wall) PRIMARY DRAINAGE Description Primary Drainage 2" Dia Existing Primary Drainage 0 Required Drainage 1 1 ADITIONAL ARE REQUERED • • • • •••• •• • • • • • • • • • • • • • • •• • • ••• • • •• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • SECONDARY DRAINAGE Description Secondary Drainage 4" OPEN scupper Existing Sec. Drainage (overflow scupper): 0 scupper Max. accum. Above height of drain, Head (ir 3" ACCORDING SIZING SCUPPER TAB. 1106.7 Required Secondary Drainage 1 scupper 1 ADITIONAL ARE REQUERED The use of this roof dranage, with (4) new 4" X open overflow scuppers, 2" above roof system is OK and according FBC 2014 (see drawing). • • ••• • • • ••• •• •• • • •• • •• •• • •• • • • •• •• ••• • • •• • •• •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• • • • ••• • ••• •• • •• • •• • • •• • • • • a • • •• • • • • • •• • • • • • •• • •• • • • • • •• ••• • ••• • •• _ • • _7 •!. •_ 11'•B' • • • • • • •• • •• • • 1M': tlSLOPE ONOQ w: tsscot pwQ LtA._J, PARAMT EMIR. CALU. SLOPE p o 0 0 p OVERFLOW SCUPPER l(3'ABOVE ROOF SYSTEM) b TO DRAIN ROOF SYSTE DECK OVERFLOW SCUPPER o NrW 2" PIA MIN FLASH W/ 100r D NEW 4"Xau OVEITLOW sapper PLF STRUCTURAL ENGINEERS, INC. JOB TITLE EXTERIOR STRUCTURES s CA # 30758 4960 SW 52nd ST, Suite #407, Davie, FL 33314 0: (954) 533-3237 Fax: (954) 533-2117 email:pfiallo@plfengineers.com JOB NO. CALCULATED BY CHECKED BY PF SHEET NO. DATE 6/24/16 DATE CS12 Ver 2013.07.01 1 z_4 E��\v°o STRUCTURAL CALCULATIONS FOR EXTERIOR STRUCTURES 1051 NE 92 ST MIAMI SHORE www.struware.com .. • . • •• • • • •••• • 1•• •• • • • • •••• •••• • • •• •• • • • • • • • • • • • ••• •• • •.• • • ••e • Pedro L. Fiallo, P.E FL Lic.: 76100 • • • • • TABLE OF CONTENTS DESCRIPTION PAGES • Table of Content .1 • Wind Loads Design 2-6 BACK PORCH • Existing wood rafter verifications... • Main wood beam verification • New steel elements verification results • Footing design ,..... 7-11 12-14 15 • • • • Wood connectors design and product approval FRONT PORCH •• • 18:025•• • •••••• •• • •••• •••. • ••••• •••• • Load breakdown •A•A•A•....26r2Z• • Steel elements verification •results "• •'28' • Wood elements verification results •• • , 29 • Wood rafters's connections design : • Footing design 34-37 • Connection to concrete design 38-42 •: • • • • • . • • • Pedro L. Fiallo, P.E. FL Lic. No.: 76100 • PLF STRUCTURAL ENGINEERS, INC. JOB TITLE EXTERIOR STRUCTURES CA # 30758 4960 SW 52nd ST, Suite #407, Davie, FL 33314 JOB NO. SHEET NO. .2 0: (954) 533-3237 Fax: (954) 533-2117 CALCULATED BY DATE /24/16 email:pfiallo©plfengineers.com CHECKED BY PF DATE Code Search Code: ASCE 7 - 10 Occupancy: Occupancy Group = R Residential Risk Category & Importance Factors: Risk Category = II Wind factor = 1.00 Snow factor = 1.00 Seismic factor = 1.00 Type of Construction: Fire Rating: Roof = Floor = Building Geometry: Roof angle (8) Building length (L) Least width (B) Mean Roof Ht (h) Parapet ht above grd Minimum parapet ht 0.0 hr 0.0 hr www.struware.com use 0.60 NOTE: Output will be nominal wind pressures 3.75 / 12 17.4 deg 49.4 ft 45.0 ft 20.9ft 0.0ft 0.0ft Live Loads: Roof 0 to 200 sf: 20 psf use 20.0 psf 200 to 600 sf: 20 psf over 600 sf: 20 psf . . . . .. . . . ... . • . .. . . . .... .... . . . . .... .... . • . .. .. . . . . ..• .. .. • . • . . • • • • • • . • . . .. . ... . • • . .. • PLF STRUCTURAL ENGINEERS, INC. CA # 30758 4960 SW 52nd ST, Suite #407, Davie, FL 33314 0: (954) 533-3237 Fax: (954) 533-2117 email:pfiallo©pffengineers.com JOB TITLE EXTERIOR STRUCTURES JOB NO. CALCULATED BY CHECKED BY PF SHEET NO. DATE 6/24/16 DATE Wind Loads : Ultimate Wind Speed Nominal Wind Speed Risk Category Exposure Category Enclosure Classif. Internal pressure Directionality (Kd) Kh case 1 Kh case 2 Type of roof ASCE7-10 175 mph 135.6 mph II Enclosed Building +/-0.18 0.85 0.911 0.911 T000crabhic Factor (Kzt) Topography Hill Height (H) Haff Hill Length (Lh) Actual H/Lh = Use H/Lh = Modified Lh = From top of crest: x = Bldg up/down wind? Gable Flat 80.0 ft 100.0 ft 0.80 0.50 160.0 ft 50.0 ft upwind H/Lh= 0.50 = x/Lh = 0.31 z/Lh = 0.13 At Mean Roof Ht: Kzt = (1+KiK2K3)"2 = Gust Effect Factor h = 20.9 ft B = 45.0 ft /z (0.6h) = 15.0 ft K2 = K3 = • .. . cierimpukte . •....• VVz 0.000 0.792 1.000 . • • SPC . . • x(dowM th • .1. . ' 1.00 •• 2D RIDGE or 3D AXISYt4kdTRICAL HILL • V(?)• • z(upwind) Flexible structure if natural frequency < 1 Hz (T > 1 second). However, if building h/B < 4 then probably rigid structure (rule of thumb). h/B = 0.47 Rigid structure G = 0.85 Using rigid structure default PLF STRUCTURAL ENGINEERS, INC. CAW 30758 4960 SW 52nd ST, Suite #407, Davie, FL 33314 0: (954) 533-3237 Fax: (954) 533-2117 email:pfiallo@plfengineers.com JOB TITLE EXTERIOR STRUCTURES JOB NO. SHEET NO. CALCULATED BY DATE CHECKED BY PF DATE Wind Loads - MWFRS all h (Enclosed/partially enclosed only) Kh (case 2) = 0.91 h = 20.9 ft GCpi = +/-0.18 Base pressure (qh) = 36.4 psf ridge ht = 24.4 ft G = 0.85 Roof Angle (8) = 17.4 deg L = 49.4 ft qi = qh Roof tributary area - (h/2)*L: 517 sf B = ,45.0 ft (h/2)*B: 471 sf Nominal Wind Surface Pressures Surface Wind Normal to Ridge B/L = 0.91 h/L = 0.47 Wind Parallel to Ridge LB = 1.10 h/L = 0.42 Cp ghGCp w/+q,GCp, w/-q,,GCpi Dist* Cp ghGC, w/ +q,GCp, w/ -ghGCp, Windward Wall (WW) 0.80 24.8 see table below 0.80 24.8 see table below Leeward Wall (LW) -0.50 -15.5 -22.0 -8.9 -0.48 -14.9 -21.4 -8.3 Side Wall (SW) -0.70 -21.7 -28.2 -15.1 -0.70 -21.7 -28.2 -15.1 Leeward Roof (LR) -0.55 -16.9 -23.5 -10.4 Included in windward roof Windward Roof neg press. -0.54 -16.6 -23.2 -10.1 0 to h/2* -0.90 -27.9 -34 . -21.3 Windward Roof pos press. -0.07 -2.1 -8.7 4.4 h/2 to h* -0.90 -27.9 -21.3 h to 2h* -0.50 -15.5 -22.0 -8.9 > 2h* -0.30 -9.3 -15.8 -2.7 *Horizontal distance from windward edge Windward Wall Pressures at "z" (Dstl Combined WW + LW Windward Wall Normal Parallel I z I Kz I Kzt I gZGCp w/+q,GCpi w/-qhGCp, to Ridge to Ridge 0 to 15' ' 0.85 1.00 23.1 16.5 29.6 38.6 37.9 20.0 ft 0.90 1.00 24.5 18.0 31.1 40.0 39.4 h= 20.9 ft 0.91 1.00 24.8 18.2 31.3 40.2 39.6 ridge = 24.4 ft 0.94 1.00 25.6 19.0 32.1 41.0 40.4 NOTE: See figure in ASCE7 for the application of full and partial loading of the above wind pressures. There are 4 different loading cases. Parapet z Kz Kzt qP (Psf) 0.0ft 0.85 Windward parapet Leeward parapet: 1.00 0.0 psf 0.0 psf 0.0 (GCpn = +1.5) (GCpn = -1.0) Windward roof overhangs ( add to windward roof pressu • • • • . .. . . . .. . . . • • • Wan =az norm 24.8 psf (upward) • ... . . . .. . • . • aIm x ENIAL m 1122 • .• . • L'W TTPINALWANTZDAIMPM • 70 ASEL ice'R 4 f' y. R/I MJi PPRei PLF STRUCTURAL ENGINEERS, INC. CA # 30758 4960 SW 52nd ST, Suite #407, Davie, FL 33314 0: (954) 533-3237 Fax: (954) 533-2117 email:pflailo@plfengineers.com Jos TITLE EXTERIOR STRUCTURES JOB NO. CALCULATED BY CHECKED BY PF Wind Loads - Components & Cladding : h <= 60' Kh (case 1) = 0.91 h = Base pressure (qh) = 36.4 psf a = Minimum parapet ht = 0.0 ft GCpi = Roof Angle (8) = 17:4 deg Type of roof = Gable Roof Area NegativeZone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Overhang Zone 2 Overhang Zone Paraoet 20.9 ft 4.5 ft +/-0.18 SHEET NO. DATE DATE Nominal Wind Pressures GCp +/- GCpi Surface Pressure (psf) User input 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 29 sf 500 sf -1.08 -1.01 -0.98 -39.3 -36.8 -35.7 -37.6 -35.7 -1.88 -1.53 ' -1.38 -68.4 -55.7 -50.2 -60.0 -50.2 -2.78 -2.36 -2.18 -101.2 -85.9 -79.4 -91.1 -79.4 0.68 0.54 0.48 24.8 19.7 17.5 21.4 17.5 -2.20 -2.20 -2.20 ` -80.1 -80.1 -80.1 -80.1 -80.1 -3.70 -2.86 -2.50 -134.7 -104.2 -91.0 -114.5 -91.0 Overhang pressures in the table above assume an Internal pressure coefficient (GCpI) of 0.0 Overhang soffit pressure equals ad scent wall pressure reduced by intemal pressure of 6.6 psf qp = 0.0 psf CASE A = pressure towards building (pos) CASE B = pressure away from bldg (neg) Walls Area Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 >olid Parapet Pressure Surface Pressurt (mfj _ uear input 10 sf 100 sf • •500•sf _ 46044 • :.ASE A : Interior zone: 0.0 0.0 • 0.0 • • 0.0 Comer zone: 0.0 0.0' 0.0 • 0.0 CASE B : Interior zone: 0.0 0.q • • • • • 0.0 • • • • •0.0 Comer zone: 0.0 0.0t• • • • 0.0 • • • •a.0 • ••• • . . .. • GCp +/- GCpi Surface Pressure (psf) • - 7User input . 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf • 24 sf : -29-sr -1.28 -1.10 -0.98 -46.6 -40.2 -35.7 • • .44.5 • • • -41.6 •.53.6 -1.58 -1.23 -0.98 -57.5 -44.7 -35.7 -53.4 1.18 1.00 0.88 43.0 36.5 32.0 40.9 40.0 • •. .• • PLF STRUCTURAL ENGINEERS, INC. JOB TITLE EXTERIOR STRUCTURES CA # 30758 4960 SW 52nd ST, Suite #407, Davie, FL 33314 JOB NO. SHEET NO. (� J 0: (954) 533-3237 Fax: (954) 533-2117 CALCULATED BY DAB email:pfiallo@plfengineers.com CHECKED BY PF DATE Roofsw/ 8s10° and all walls h > 60' Monoslope roofs 10° < 8 s 30° h 5 60' & aft design h<90' Location of C&C Wind Pressure Zones Walls h 5 60' & alt design h<90' Multispan Gable & Gable 7° < 8 s 45° Nominal Wind Pressures 3 Gable, Sawtooth and Multispan Gable 8 5 7 degrees & Mooasiope roofs Monoslope s 3 degrees 3'S 6.4.110° h S 60' & alt design h<90'.. ; : h 5 601.&design h< . . . . . • Hip 7° < 8 s 27° • .... . . •.•. . • • . • . • • Sawtooth 10° < 8 s 45° h 5 60' & alt design h<90' Stepped roofs 8 S 3° h S 60' & aft design h<90' PLF STRUCTURAL ENGINEERS, INC. Project Name: 1051 NE 92 STREET CA # 30758 4960 SW 52nd ST, Suite #407, Davie, FL 33314 Ph: (954) 533-3237 Fax: (954) 533-2117 email: pfiallo@plfiengineers.com Project No.: Calculated BY: FDA Checked By PF tti -Imo/ -44 L ! j_�0 ? -r- ! , � V i ✓ ! i ; t I! 4- I i C 4 •i I , i i Zr 11 I ivA a . . Sheet No.: Date: Date: • . •• •r •.. • . • . . Title : Dsgnr: Description : Scope : Job# Date: 5:17PM, 10 JUN 16 Rev: 580004 User. KW-0605358, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Multi -Span Timber Beam Page 1 step eftorts.ecw:Cetculations Description existing wood rafter gravity General Information Code Ref. 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined A Southem Pine, No.2 Non -Dense 2 -4 Thic Spans Considered Continuous Over Support Fv : Basic Allow Fb : Basic Allow 1,150.0 psi 175.0 psi Elastic Modulus Load Duration Factor 1,400.0 ksi 1.000 Timber Member Information Description Span Timber Section Beam Width Beam Depth End Fixity Le: Unbraced Length Member Type ft in in ft badc span front span overhang 10.10 10.30 1.33 4.000 6.000 Pin - Pin 10.10 Sawn 4.000 6.000 Pin - Pin 10.30 4.000 6.000 Pin - Pin 1.33 Sawn 7'd vse, fbiQ 0 7Y ••.• Loads : .•• .... ..... Live Load Used This Span ? Yes Yes Yes • • . • • • • Dead Load #/ft 30.10 30.10 30.10 • Live Load #/ft 80.00 80.00 80.00 ••-. ..•. • • Results .••• •.•• - .... Mmax @ Cntr in-k 10.2 5.7 0.0 • • • • • ••.• @ X = ft 3.91 5.56 1.33 •••••• • Max @ Left End in-k 0.0 -14.9 -8.9 • • Max Right End in-k -14.9 -8.9 0.0 • •• • • • • • fb : Actual psi 622.1 622.1 372.5 , . . • -• Fb : Allowable psi 1,139.5 Bending OK 1,142.6 Sending OK 1,148.6 Sending OK • • • • • • • • • • • • • • Shear @ Left k 0.43 0.62 0.63 • • Shear @ Right k 0.68 0.52 0.49 fv : Actual psi 38.7 35.2 36.2 Fv : Allowable psi 175.0 175.0 175.0 Shear OK Shear OK Shear OK Reactions & Deflection DL @ Left k 0.12 0.35 0.31 LL @ Left k 0.31 0.94 0.84 Total @ Left k 0.43 1.29 1.15 , DL @ Right k 0.35 0.31 -0.13 LL © Right k 0.94 0.84 -0.35 Total @ Right k 1.29 1.15 -0.49 Max. Deflection in -0.123 -0.051 0.001 @ X = ft 4.38 5.63 0.56 Query Values Location Moment Shear Deflection in-k k in 0.00 0.0 0.4 0.0000 -14.9 0.6 0.0000 -8.9 0.6 0.0000 Title : Dsgnr: Description : Scope : Job # Date: 5:16PM, 10 JUN 16 Rev: 580004 User. KW-0605358, Ver 5.8.0, 1-Dec-2003 ` (c)1983-2003 ENERCALC Engineering Software Multi -Span Timber Beam Page 1 step eforts.ecw.Calwlations Description existing wood rafter gravity LGeneral Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base aliowables are user defined Southem Pine, No.2 Non -Dense 2 -4 Thic All Spans Considered as Individual Beams Fb : Basic Allow Fv : Basic Allow 1,150.0 psi 175.0 psi Elastic Modulus Load Duration Factor 1,400.0 ksi 1.000 Timber Member Information Description Span Timber Section Beam Width Beam Depth End Fixity Le: Unbraced Length Member Type ft in in ft back span front span overhang 7O li5Ep FpA 10.10 10.30 1.33 aitie 3PAW 4r, ,SON% S 4.000 6.000 Pin - Pin 10.10 Sawn 4.000 6.000 Pin -Pln 10.30 4.000 6.000 Pin - Pin 1.33 Sawn ••••' LLoads : •• .... ....It Live Load Used This Span ? Yes Yes Yes • • , ••! • • Dead Load #/ft Live Load #/ft 30.10 80.00 30.10 80.00 30.10 80.00 • • • • • •••• • • • •••• ••t.. _Results Mmax @ Cntr in-k 16.8 17.5 . 0.3 • • • • • •.•• n X= ft 5.05 5.15 0.66 •••••` • Max @ Left End in-k 0.0 0.0 0.0 • • • Max @ Right End in-k 0.0 0.0 0.0 •• • •••• • fb : Actual psi 702.0 730.0 12.2 . • • • • Fb : Allowable psi 1,139.5 1,142.6 1,148.6 • ••••• • ••• . • • Bending OK Bending OK Bending OK • • • • Shear @ Left k 0.56 0.57 0.07 Shear © Right k 0.56 0.57 0.07 fv : Actual psi 31.5 32.1 1.2 Fv : Allowable psi 175.0 175.0 175.0 Shear OK Shear OK Shear OK Reactions & Deflection DL @ Left k 0.15 0.16 •0.02 LL @ Left k 0.40 0.41 0.05 Total @ Left k 0.56 0.57 0.07 DL @ Right , k 0.15 0.16 0.02 LL @ Right k 0.40 0.41 0.05• Total @ Right k 0.56 0.57 0.07 '1 Max, Deflection in -0.256 -0.277 0.000 @ X = ft 5.05 5.15 0.66 Query Values Location Moment Shear Deflection in-k k in 0.0 0.6 0.0000 0.0 0.6 0.0000 0.0 0.1 0.0000 eZ) Title : Dsgnr: Description : Scope : Job # Date: 5:16PM, 10 JUN 16 Rev: 580004 User: Kw-0805358, Ver 5.8.0, 1-Dec-2003 _ (c)1983-2003 ENERCALC Engineering Software Multi -Span Timber Beam Page 1 step effons.ecw:Calcuiations Description existing wood rafter wind General Information Code Ref. 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Southem Pine, No.2 Non -Dense 2 -4 Thic Fb : Basic Allow All Spans Considered as Individual Beams Fv : Basic Allow 1,150.0 psi 175.0 psi Elastic Modulus Load Duration Factor 1,400.0 ksi 1.000 Member Information _Timber Description Span ft Timber Section Beam Width in Beam Depth in End Fixity Le: Unbraced Length ft Member Type beck span 10.10 4.000 6.000 Pin - Pin 10.10 Sawn front span 10.30 4.000 6.000 Pin - Pin 10.30 over180g 1.33 4.000 6.000 Pin - Pin 1:33 Sawn v2 ga6t-vsePF so�v �c,e 4 FF€ J7 _Loads Live Load Used This Span ? Dead Load #/ft Live Load #/ft Yes -141.90 Yes -141.90 Yes -141.90 • • • • •••• la Results Mmax @ Cntr @ X = in-k ft Max @ Left End in-k Max @ Right End in-k fb : Actual psi Fb : Allowable psi Shear @ Left k Shear @ Right k fv : Actual psi Fv : Allowable psi -21.7 -22.6 -0.4 5.05 5.15 0.66 0.0 0.0 0.0 0.0 0.0 0.0 904.7 940.9 15.7 1,139.5 1,142.6 1,148.6 Bending OK Bending OK Bending OK 0.72 0.73 0.09 0.72 0.73 0.09 40.6 41.4 1.5 175.0 175.0 175.0 Shear OK Shear OK Shear OK • • • •• • •I •• • • • • • • • • • • • • • • • • ••••• • • • •• •• • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • Reactions & Deflection DL@Left k LL @ Left k Total @ Left k DL @ Right k LL @ Right k Total @ Right k Max. Deflection in @ X = ft -0.72 0.00 -0.72 -0.72 0.00 -0.72 0.330 5.05 -0.73 0.00 -0.73 -0.73 0.00 -0.73 0.356 5.15 -0.09 0.00 -0.09 -0.09 0.00 -0.09 0.000 0.66 Query Values Location ft Moment in-k Shear k Deflection in 0.00 0.0 -0.7 0.0000 0.00 0.0 -0.7 0.0000 0.00 0.0 -0.1 0.0000 Title : Dsgnr: Description : Scope : Job # Date: 5:17PM, 10 JU 16 Rev: 580004 User KW-0605358, Ver 5.8.0, 1-Dec-2003 (e)1983-2003 ENERCALC Engineering Software Multi -Span Timber Beam Page 1 step efforts.ecw:Calculations Description existing wood rafter wind General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base aliowabies are user defined Southem Pine, No.2 Non -Dense 2 -4 Thic Fb : Basic Allow Spans Considered Continuous Over Support Fv : Basic Allow 1,150.0 psi 175.0 psi Elastic Modulus Load Duration Factor 1,400.0 ksi 1.000 Timber Member Information Description Span Timber Section ft Beam Width in Beam Depth in End Fixity Le: Unbraced Length ft Member Type back span front span overhang 10.10 10.30 4.000 6.000 Pin - Pin 10.10 Sawn 4.000 6.000 Pin - Pin 10.30 1.33 4.000 6.000 Pin - Pin 1.33 Sawn .0 'e asset %b12 ewe/Owe- LLoads Live Load Used This Span ? Dead Load #/ft Live Load #/ft Yes Yes Yes -141.90 -141.90 -141.90 •• • .. • Z '1 _Results Mmax @ Cntr in-k -13.2 -7.4 0.0 • • • • Max @Left End in-k 0.0 19.2 11.5 •••• •••• Max @Right End in-k 19.2 11.5 ,0.0 ••�•••• ••••••• fb : Actual psi 801.8 801.8 480.0 • • • • • • Fb : Allowable psi 1,139.5 Bending OK 1,142.6 Bending OK 1,148.6 Bending OK • • • • • • • • • Shear @ Left k Shear © Right k 0.56 0.88 0.79 0.67 0.82 0.63 • • • • • • • • • . fv : Actual psi 49.9 45.3 46.6 • . • . . Fv : Allowable psi 175.0 175.0 175.0 • ••• • • • • . • • Shear OK Shear OK Shear OK • • Reactions & Deflection 1 DL O Left k -0.56 -1.67 -1.48 LL @ Left k 0.00 0.00 0.00 Total @ Left k -0.56 -1.67 -1.48 DL @ Right k -1.67 -1.48 0.63 LL ,-,F2 Right k 0.00 0.00 0.00 Total @ Right k -1.67 -1.48 0.63 Max. Deflection in 0.158 0.066 -0.002 @ X = ft 4.38 5.63 0.56 Query Values Location Moment Shear Deflection in-k k in 0.0 -0.6 0.0000 19.2 -0.8 0.0000 11.5 -0.8 0.0000 PLF-STRUCTURAL ENGINEERS, INC. Project Name: Project No.: Calculated By: Checked By. CA # 30758 4960 SW 52nd ST, Suite #407, Davie, FL 33314 Ph: (954) 533-3237 Fax: (954) 533-2117 email: pfiallo@pifengineers.com 1 5t�2 i6;c-i j i L. (mow �=. 1-_ J iceI { 1 i 2L 3 • .iiii i i 4-L1 i ! I P 30,p f- -*-. -!a..4•'=G a. 112 ® (aPaa -) t j 1 i /y- ; i 1051 NE 92 STREET Sheet No.: C) FDA PF INE / vat .. • Date: Date: 8 Ihs 11X/2') •••• • • •••• •••• •• • • •• • • • •••• • •.•1.• . . .. .. • • • • • • • • • •• • •••• •..• • •• •• - • ••• ••• • •• • • • •• •• • .• .••• • Title : Dsgnr: Description : Scope : Job # Date: 5:46PM, 10 JUN 16 I3 Rev: 580004 User. KW-0605358, Ver 5.8.0, 1-Dec-2003 _ (c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 step efforts.ecwCalculations Description EXISTING MAIN WOOD BEAM (CENTER) eAtly) General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined II Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 4.000 in 12.000 in Manuf/So.Pine 1.000 Pin -Pin Center Span 21.70 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Southem Pine, No.2 Non -Dense 2 -4 Thic Fb Base Allow Fv Allow Fc Allow E 900.0 psi 175.0 psi 480.0 psi 1,400.0 ksi 2.66 ft 0.00 ft 0.00 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL 16.10 #/ft #/ft #/ft LL LL LL #/ft #/ft #/ft Point Loads Dead Load Live. Load ...distance Summary 307.4 Ibs 817.0 Ibs 2:670 ft 307.4 Ibs 817.0 Ibs 5.330 ft Span= 21:70ft, Beam Width = 4.000in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max IP Left Support Max @ Right Support Max. M allow 7.18 fb 3,198.32 psi fv Fb 897.54 psi Fv 25.59 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft 307.4 Ibs 817.0 Ibs 8.000 ft 307.4 lbs 817.0 Ibs 10.267 ft Depth = 12.in, Ends are Pin -Pin 3.563 : 1 25.6 k-ft 7.2 k-ft at 10.242 ft at 0.000 ft 131.17 psi 175.00 psi Reactions... Left DL Right DL 307.4 tbs 817.0 Ibs 13.330 ft 307.41bs 307.4 Ibs 817.0 Ibs 817.0lbs 16.000ft •••• 18.670ft • . OBeatr$ssed N pding 1 . . . Maximum Shear * 1.5 •.., Allowable •••• Shear: @'eer •; Q•Right• @Center► *Right . . . 1.27 k Max • • 1.23 k Max Camber: • s3 k. 8.4' • qk.Q• • .4.02 k 0000in • 1.169in WOW in m a.2D k 41)2k • • . .• • . Deflections . Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 * Center Left @ Right Dead Load -0.800 in 10.850 ft 325.7 D.L. Defl) ... 1.199 in 0.000 in 0.000 in Total Load -2.660 in 10.850 ft 97.90 Left Carrtitever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 &-miRAece. p,Q Zciesr7I7?cv✓ Title : Dsgnr: Description : Scope : Job # Date: 5:46PM, 10 JUN 16 Rev: 580004 User KW-0605358, Ver 5.8.0, 1-Deo-2003 (c)1983-2003 ENERCALC Engineering Software Description General Timber Beam EXISTING MAIN WOOD BEAM (CENTER) 64&44/ ` /s) Page .2 II step efforts.eowCalculations Stress Calcs Bending Analysis Ck 31.986 Le Cf 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 5.477 ft 7.023 Max Moment 25.59 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 6.30 k 35.977 in2 175.00 psi 4.20 k 4.02 k Sxx CI 96.000 in3 0.997 Sxx Redd 342.09 in3 0.00 in3 0.00 in3 @ Right Support 6.03 k 34.482 in2 175.00 psi Bearing Length Req'd Bearing Length Req'd Area 48.000 in2 Allowable fb 897.54 psi 900.00 psi 900.00 psi, 2.186 in 2.095 in Query Values M, V, & D e Specified Locations e Center Span Location = @ Right. Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear Deflection 4.20 k 0.0000 in 0.00 k 0.0pQ9 jn 0.00 k 0!0000 Iry • . . .. . .... .... . . .. .. • ... . . . . . .... . • .... • ... • • . .. • . • . . • . n:BentLe Microsoft - Current Date: 6/24/201612:44 PM Units system: English File name:\\ptfsesbs1\Company\@ENGINEERING\@@ DESING\150907 Alfonso del Castillo_1051 NE 92 ST, M. Shores\S-Calcs\back porch\back porch.etz\ /Wu,srtvZ s p&c7v2e- Steel code chock Report: Summary - Group by section Load conditions to be included in design : id0=DL+LL id1=0.6DL+DL10 Description Section Member Ctrs Eq. Ratio Status Reference BEAM W 12X26 2 id0 at 50.00% 0.68 OK Sec. F1 COLUMN HSS SQR 4X4X1_4 3 id0 at 0.00% 0.08 OK Sec. El •.•• • • • • • • • • • • • . •• • • I • • • • • •• • • • a•.• •••• • • • • • • • • •••. • • • • • • • .. .• .• • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • Pagel Title : Dsgnr: Description : Scope: Job # Date: 3:37PM, 24 JUN 16 Rev: 580000 User. KW-0605358, Ver 5.8.0, 1-Dec-2003 — (c)1983-2003 ENERCALC Engineering Software Square Footing Design Page 1 back porch calcs.eav:Calculations Description FOOTING General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Act Separately Load Duration Factor Column Dimension .640 k i�.720 jt� 0.000 k 0 240.000 psf 150.00 pcf 1.000 4.00 in Footing Dimension Thickness # of Bars Bar Size Rebar Cover Pc Fy Allowable Soil Bearing 2.000 ft 12.00 in 3 5 3.000 3,000.0 psi 60,000.0 psi 2,000.00 psf Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate Toads within this program is according to ACI 318-02 C.2 Reinforcing 1 Reber Requirement Actual Rebar "d" depth used 200/Fy As Req'd by Analysis Min. Reinf % to Req'd Summary 8.688 in 0.0033 0.0002 in2 0.0014 % 2.00ft square x 12.Oin thick with 3- #5 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn * Phi : Capacity 1,980.00 psf 2,000.00 psf 1,050.00 psf 2,000.00 psf 0.95 k-ft / ft 17.22 k-ft / ft As to USE per foot of Width Total As Req'd Min Allow % Reinf Vu : Actual One -Way Vn*Phi : Allow One -Way Vu : Actual Two -Way Vn*Phi : Allow Two -Way Alternate Reber Selections... 3 # 4's 2 # 5's 1 # 7's 1 # 8's • • • • • •• • • 0.259 in2 0.518 in2 0.001i... • • •••• • 1oafikg OK ' • •• • •••••• • • • •••• •••• • • '••••' 2.88'psl•.' 93.11 qsl • • • • • • • • • • 17.96 psi , • • 86.23epsi . • • • • • •• • '•�' :#6's ••• • • 1 # 9's 1' • t 10's • • PLF STRUCTURAL ENGINEERS, INC. ProjectNarne: Project No.: Calculated By: Checked By: CA # 30758 4960 SW 52nd ST, Suite #407, Davie, FL 33314 Ph: (954) 533-3237 Fax: (954) 533-2117 email: pfiallo@plfengineers.com Sheet No.: Date: Date: • •i 0/(,-) '94 Api.t).7.0.r. . h,r,747. , 1 ••,•• , ::;::; ;e51 .$OeA.3. f- s • • .:. • • ... 61.5. 3.164 • •• . .. • • j • • , • • • • • • • •. • • `•'. • • • • • 410 •••. •9j) tiki • • • • • • • • 1 . • . 7/11/2016 Florida Bullring Code Online Business & Professional Regulation Florida Depatfimentd Busines Protessi Regulation •O Fl ErF;HE BCIS Home t Log In I User Registration I Hot Topics Product Approval USER: Public User r.@" ,AFrJifI 13f-0 "r,c9n.osti!srar C<;x:.L: sr'r- Submit Surcharge ; Stets & Fads ! Publications I FBC Staff I BCIS Site Map I Links E Search 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 reviewed and ratified by the POC and/or the Commission if necessary. Simpson Strong -Tie Co. 2221 Country Lane McKinney, TX 75070 (972) 439-3029 rshackelford@strongtle.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. 12/31/2016 Joseph A Reed, PE 7, Validation Checklist - Hardcopy Received FL10456 R3 COI ICC Cert of Indeoendence.odf Standard ASTM D1761 ASTM D7147 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION Approved Testing Lab FL10456 R3 Emily D1761 and D7147 Equivalence.odf Year 2000 2005 2012 rr a.. ,1. dl tin,, nrnhrlry inn ri►i aare/naram-wGEVX0wtDaudsDrIH6148zA9MCa%2flofYG%2foRFSez%2iD29RJPR5FCT%23003d%3d 1/3 7/11/2016 Florida Balding Code Online Sections from the Code • Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option C 05/01/2015 06/13/2015 06/21/2015 Summary of Products 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. up ift. Installation Instructions FL10456 R3 II ESR-2613 6-1-15.pdf Verified By: ICC Evaluation Service, LLC Created -by Independent Third Party: Evaluation Reports F140456 R3 AE ESR-2613 6-1-15.odf 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 6-1-15.odf •• • • •-•-•- Verified By: ICC Evaluation Service, LLD • • • Created by Independent.Third.Party: ' • •..' Evaluation Reports • • • FL10456 R3 AE ESR-261§ •6-1-15.odf • • : •: -•-•-- -- • _ 10456.3 H1, H10, H10A, H10-2, H15, H15-2, H2, H2.5, H2.5A, H3, H4, H5, H6, H7Z, Hurricane Tie ' • • • • • • • • .••••• •••••• ' . • • • - Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: In HVHZ, for H1 H2, H2.5, 2.5A H3, H4, and H5, 2 connectors must be used to achieve uplift. Installation Instruction's": • : .' •• • •• FL10456 R3 II ESR-2616.6-t 15.pdf • • • • • • ' ' • • Verified By: ICC Evaluati r er'ice, LLC . Created by Independen1T'hi►ti Party: . . Evaluation Reports FL10456 R3 AE ESR-26',3 64f-45.odf ' • • • • • • • • • • • 10456.4 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. Installation Instructions FL10456 R3 II ESR-2613 6-1-15.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR-2613 6-1-15.pdf 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.pdf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL10456 R3 AE ESR-2613 6-1-15.odf 10456.6 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instnuctions 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,,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.odf httosJ/www.floridabuilding.orglpr/pr app dtLaspx?param=wGEVXQwtDqudsDrIH61488zA9MCealcifYG%2foRFSez%2fD29RJPR5FcT%2bg%3d%3d 2/3 ESR-2613 I Most Widely Accepted and Trusted Page 4 of 11 TABLE 1—HURRICANE TIES ' �D)..{ i.:1 � ��:.• JY' ~ Sn f 131..... fi'.w. -�° mM ., ej1..a... �.- 'y s" J ��y 1` r Cyry�� {R K A ~ ~.[�r f" .d`: ry• .. .y,. E� �1 aY w M' I.: • Y' s`_2 Y � +•F t' 3�N w} - z"'+�t 7�� . y,pj .. y 1 7s M't .YJ'a i M1ti: .n'C<'.K +1 e$% 3 H1 6-8d x 11/2 4-8d .,.fy` — , . 'p..yY' �2i= 490 485 165 1 _ 7+..f�'}„IZa." 0.9' Z3.CZAY,w H10A 9-10d x 11/2 9-10d x 11/2 — f ��:.'x'M4� emu-' J,irF'. 1,140 590 285 ;1`y�"�,� .^ w za,K.� .� r . ..G.�eh • .dn''�'mwiFfrrar H2 5-8d 5-8d 2 335 — .P. �t� .�.�t.;�t���Riir..,.S 1u�Y>44, t+ ,+� '... 1 n, yi:4 6 �' , � RC'' A*�itj.` - 4 ,.M1t4. �+d DF t YC^�1 ,,,s � yF� M+jr 5 : T.i :1 A •• .:..h . A,.-.._.2 .yam, x'l +a ,mac {-e£ f d b 1474 �.s... MnVt»' 3 S[ ,Sy.+Y Jam, x'I�y. 1.rt �.nK t'�•M�'�1CwMe��i�1r, 600 viv�.�YA'W 110 t+76n�'�f wr'yt'��.h ad 110 ..Ir^akN.+aN,�lCi�l'3 H2.5A 5-8d 5-Sd q W a� fi aY H5 4-8d 4-8d — 455 115 200 h .b • 1.. ',y .. .xi. !trJ • 4•.. ar?at.. , : 4',•• .S4 .. Ys. "r(�1 +Y , G ,LA_ y,2 y•' 4i a'_ i,,- .. H6 , . — 8-8d 8-8d 12 915 — — Al ��..i Paz H15 4-10d x 11/2 4-10d x 1'/2 12-10d x 11/2 S � 1 300 480 — y"'may .`1t) ' ;a ' ` , , :+• ,a "� " a :la 1 ,.: For SI: 1 inch = 25.4 mm, 1 Ibs = 4.45 N. • • • • • 'Allowable loads are for one anchor installed to a minimum nominal 2x supported and minimum nominal 2x supQortirood menftieP 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 the serne.side of • the plate. . • • • 2Allowable simultaneous loads 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 £i resist. The ry.al er of • terms that must be considered for simultaneous loading is determined by the registered design professional arifje gejndant 6r; pit n;ethod of calculating wind forces and the assumed load path that the connector is designed to resist. • 2°Connection Configurations' shown in Figure lc (next page) indlcate the load directions F, and F2, and Cr81:0110s showing Connector •• installations on the outside of the wail for clarity. Installation on the inside of the wall is acceptable to achieve thetabulated allowable loads. 4Connections in the same area (i.e. truss to plate connector and plate to stud connector) must be on installed an the same sidf bft}MM Oiall to . achieve the tabulated allowable' uplift loads and ensure a continuous load path. ' . • • . . . 'Allowable uplift loads have been increased for wind or earthquake loading, and no further increase is allowed Allowable toads, 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 —HI, H2, H2.5, H2.5A, AND H3 HURRICANE TIES H3 PLF STRUCTURAL ENGINEERS, INC. • CA # 30758 4960 SW 52nd ST, Suite #407, Davie, FL 33314 Ph: (954) 533-3237 Fax: (954) 533-2117 email: pfiallo@plfengineers.com Project Nene: 1051 NE 92 STREET Project No.: Sheet No.: Calculated By: FDA Date: Checked By PF Date: • .e0i/A/01-AX lee4d0 r---- I i• , . i. i 1 i .• 1 i 1II ; 1 1 ! L I • , ! ! I rI ---1.4- _,$4r, 1 1 1 i i i 1 I .,.. ......,_. . I 77 1 , 1 r , 1 , __,...• ,1 1-- 1 , 1 , 1 i 1 , r-- -t- 1 , -T- —.I. t •••• am. 53'4. alz/A71, i , '/2 ( 40 ! 4214'14 L(14 A' 1 / { )cl I fHH I PRWPIT I Pj ill! I 10,0e4i,J 1401/41 1I461* 4AP-1 .5.4e.•Hi-= I /k 0is. 0 itt.5„ I I I ' 1 I 1400.6 •Aegii Alc.),0;v1 z /45 • • • Iks 6 • • • • • • • • . • • 7• • • • • • • I • • • • • •• • • • • • • • • ixie 47' p s Leo/ 5 ti • • • • • • . • •• • • • • • Mk • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • eknoss • • • • • • • • • • • • n/to'S &eis/6exxer 4avc&ove 273 kt6sAserli SIMPSON Stroiig'Tie Anchor Designer TM Software Version 2.4.5673.8 1.Prolect Information Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-11 Units: Imperial units Anchor Information: Anchor type: Torque controlled expansion anchor Material: Carbon Steel Diameter (inch): 0.500 Nominal Embedment depth (inch): 3.875 Effective Embedment depth, her (inch): 3.375 Code report: ICC-ES ESR-3037 Anchor category: 1 Anchor ductility: Yes hnd (inch): 6.00 c•o (inch): 7.50 Ceer„ (inch): 4.00 Snr, (inch): 4.00 Load and Geometry Load factor source: ACI 318 Section 9.2 Load combination: not set Seismic design: No Anchors subjected to sustained tension: Not applicable Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No 0 lb <Figure 1> 0b Company: Date: 7/11/2016 Engineer. Page: 1/4 Project: Address: Phone: E-mail: Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 7.80 State: Uncracked Compressive strength, fo (psi): 3000 Po: 1.4 Reinforcement condition: B tension, B shear Supplemental reinforcement: No Reinforcement provided at comers: No Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear: No Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 10.50 x 6.00 x 0.25 co Nf • • . .• • • • • • • • • • • • •• •• • • . • • • • • • • •• • 0fMb 1197 Ds • • •• • • • • • • • • • • •• • .••• • • • • • • • •.• • • • • • • • • • • •.• • Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.647.3871 www.strongtie.com � • • • • • • • • SIMPSON Strong -Tie Anchor Designer TM Software Version 2.4.5673.8 Company: Date: 7/11/2016 Engineer. Page: 2/4 Project: Address: Phone: , E-mail: <Figure 2> 6.00 16.00 Recommended Anchor Anchor Name: Strong -Bolt® 2 -1 /2"0 CS Strong -Bolt 2, hnom:3.875" (98mm) Code Report: ICC-ES ESR-3037 ••. • • • • • • • • • • . • • •• • . •.• • • • • • • •• • • • • • • • • • •••• • • • • • • • • .... . • •• •• • • • • • • • • • • •• • • ••• • • • •• • • • • • • • • • • ••• • • • Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong -Tie Anchor Designer TM Software Version 2.4.5673.8 Company: Date: 7/11/2016 Engineer: Page: 3/4 Project: Address: ,_ Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load, N. (Ib) Shear load x, V. (Ib) 1 1329.9 0.0 2 1329.9 0.0 Shear load y, V. (lb) -598.5 -598.5 Shear load combined, I(Vuix)=+(V.y)2 (lb) 598.5 598.5 Sum 2659.9 0.0-1197.0 Maximum concrete compression strain (%o): 0.13 Maximum concrete compression stress (psi): 572 Resultant tension force (Ib): 2660 Resultant compression force (Ib): 2659 Eccentricity of resultant tension forces in x-axis, erg. (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'w (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 4. Steel Strength of Anchor in Tension(Sec. D.5.11 N.. (lb) 0 0N.• (Ib) 12100 0.75 9075 5. Concrete Breakout Strength of Anchor in Tension (Sec. D.5.21 Nb = kai+Jfcher'•8 (Eq. D-6) kc t• fc (psi) her (in) Nb (Ib) 24.0 1.00 3000 3.375 8150 OM. =0 (ANc/AN..)7 c,N'Yed,NV'a,NY'cp,NNb (Sec. D.4.1 & Eq. D-4) ANc (In2) ANcc (in2) q'ec,N Ped,N Te,N Yop,N Nb (Ib) 4 •¢Nm• Qb) • • 178.45 102.52 1.000 1.000 1.00 0.800 8150 a65 - : 7378 . • <Figure 3> 1197.0 • • • • • • • • • • • • • • • •. • • •.• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • 6. Pullout Strength of Anchor In Tension (Sec. D.5.31 �IVpn = 2,500p' (Sec. D.4.1, Eq. D-13 & Code Report) �qP .te Np (Ib) fc (psi) n 0 Om (Ib) 1.0 1.00 5255 3000 0.50 0.65 3742 • • •• •• • • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 11. Results Interaction of Tensile and Shear Forces (Sec. D.7) Tension Factored Load, Nu. (Ib) Design Strength, oNn (lb) , Ratio Steel 1330 9075 0.15 Concrete breakout 2660 7378 0.36 Pullout 1330 3742 0.36 Shear Factored Load, Vu. (lb) Design Strength, eVn (Ib) Ratio SIMPSON Strong Tie Anchor Designer TM Software Version 2.4.5673.8 Company: Date: 7/11/2016 Engineer. Page: 4/4 Project: Address: Phone: E-mail: 8. Steel Strength of Anchor in Shear (Sec. D.6.11 V. (Ib) 4aa 4oma4Ve. (Ib) 7235 1.0 0.65 4703 9. Concrete Breakout Strenath of Anchor in Shear (Sec. 0.6.21 Shear perpendicular to edge in y-direction: Vey = minI7(1./d.)°211d,A.qfcc.,1-5; 9A41/fcce,'-51 (Eq. D-33 & Eq. D-34) 1. (in) d. (in) A, fc (psi) c., (in) Vby (Ib) 3.38 0.50 1.00 3000 6.00 5838 4Vthay = 4(Av./Av..)Wee, vWed, vY'c,vF1,,vVey (Sec. D.4.1 & Eq. D-31) Avc (in2) Avice (in2) Y'ac,V Y'ed,v Vie v Y1,,v Vey (Ib) 4 OVmgy (Ib) 198.90 162.00 1.000 1.000 1.400 1.074 5838 0.70 7545 10. Concrete Pryout Strength of Anchor in Shear (Sec. D.6.31 4Vcw = 4kq,Nm9= 4kcp(ANc/ANc.) Y'.c,NY4d,NY'.NY'cp,NNb (Eq. D-41) km At. (in2) ANw (in2) %o,N Y'ed,N Pc,N Y'cp,N Nb (Ib) 0 4Vcvp (Ib) 2.0 178.45 102.52 1.000 1.000 1.000 0.800 8150 0.70 5�90 • • • • ir••• • • • •• • • ••• • • • •• • • • • • • • • ••� Ys ••• • • • • • • • •19043 • • • • • • • • 7a§$ (GovetrRs); •; • • Ptu • • • • • • • • Status • • Steel 599 4703 0.13 T Concrete breakout y- 1197 . 7545 0.16 Pryout 1197 15890 0.08 Bast • • • *Pas; (Governs). : • • Pass Interaction check N,,./4N. V.✓4Vn Combined Ratio Permissible Status Sec. D.7.1 0.36 0.00 36.1 % 1.0 Pass 1/2"0 CS Strong -Bolt 2, hnom:3.875" (98mm) meets the selected design criteria. 12. Warnings - Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.8.1 and D.8.2 for torqued cast -in -place anchor is waived per designer option. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole deaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be kheclked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 84588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com PLF STRUCTURAL ENGINEERS, INC. CA # 30758 4960 SW 52nd ST, Suite #407, Davie, FL 33314 Ph: (954) 533-3237 Fax: (954) 533-2117 email: pfiallo@plfengineers.com •...Gofrre 60-4 N..... w,,6( s 61/6 2.. s ...... Project Name: Project No.: Calculated By: Checked By �vs/ N�sr r,ry Sheet No.: .3) Zx.1- 23)e Date: Date: • ••• •• • •••••• . •.._...,..... •••• •i•••'1 •••• •'.••• • • • • . ; ••••` •• �• •••••a • • • • .........i•.....,.«......_...•.......................•............... •...._........ i. 51:4 •. • • • • • :• • ••••• • • • • .0P/A 3B, �p PLF STRUCTURAL ENGINEERS, INC. CA # 30758 4960 SW 52nd ST, Suite #407, Davie, FL 33314 Ph: (954) 533-3237 Fax: (954) 533-2117 email: pfiallo@pifengineers.com Project Name: /05/ 92 s7 Weed / PrDect No.: Calculated By: Checked By: vs� oYe r/:.a-1i .....2.3 iE Y;p //8 .. / 2 — ao/r. 2( 3'... Itiose Akh kg.} s tcir'+Ye. _.. q-15 Sheet No.: Date: Date: ?. /0.1.qVf. • • • • :......_... •... • • • Weenttey. Microsoft Current Date: 7/15/2016 9:53 AM Units system: English File name: Z:\@ENGINEERING\@@ DESING\150907 OVERHANG STEEL PLATES.etz\ Alfonso del Casti1lo_1051 NE 92 ST, M. Shores\S-Caics\FRONT PORCH\FRONT PORCH Steel Code Check Report: Summary - Group by section Load conditions to be included in design : id0=DL+LL id1=0.6DL+WL1 id2=0.6DL+WL2 Description Section Member Ctrl Eq. Ratio Status Reference HSS_SQR 3-1 2X3-1_2X1 4 4 W 16X26 2 id2 at 0.00% 0.27 OK id2 at 51.97% 0.68 OK Eq. H1-lb Eq. H1-lb • • .... • . . . .. • . ... . . . .. • . . • • .... .... . • . • .... .... . ... . . . • • .. .. .. • . • • . . • . . . • . • . . • . • .. • ... • • • Pagel 4% Bentley* Microsoft Current Date: 7/14/2016 9:28 AM Units system: English File name: Z:\@ENGINEERING\@@ DESING\150907 Alfonso del Castillo_1051 NE 92 ST, M. Shores\S-Caics\FRONT PORCH\FRONT PORCH OVERHANG.etz\ Wood Design Design code: ANSUAF&PA NDS-2005 ASD Report: Summary - Group by section Load conditions to be included in design : id3=DL+LL id4=0.6DL+WL3 id5=0.6DL+WL4 Description Section Member Ctrl Eq. Ratio Status Reference S4S 22x6 8 id5 at 0.00% 0.86 OK (AITC-TCM) S4S 4x8 46 id5 at 68.75% 0.55 OK (Eq. 3.9-1) . . . . . .. . ... • • ... • .. . • .... .... . . • • .... .... • • . • . • • • . . .. . • ... • • . .. . ... • . • • • • Pagel PLF STRUCTURAL ENGINEERS, INC. Project Name: Pao/ CA # 30758 4960 SW 52nd ST, Suite #407, Davie, FL 33314 Ph: (954) 533-3237 Fax: (954) 533-2117 email: pfiallo©plfengineers.com /!9L- 2S4 ...7qm ............. ....... SM..:eels 2 2554• (55 73/ 516r '/ 2 ¢ f/O s 380-;.386«s Project No.: Calculated By: Checked By: gi ...._ 2X i.93/.. s S /a "?I / vn7-:./2016s AB -G4e.te, Sheet No.: Date: Date: . • ....: ,.... ...,...• .. •: ... ... . • ........ .. ... • '. .... .:.., •. ., ‘41716 Ac` /fix /2 las 4- 3 84;/ •_..1 S3// /Zs PLF STRUCTURAL ENGINEERS, INC. CA # 30758 4960 SW 52nd ST, Suite #407, Davie, FL 33314 Ph: (954) 533-3237 Fax: (954) 533-2117 email: pfiallo©plfengineers.com oin. - dL f LL Joum/ /9� j s z. eel 3)(?- . le c !LID as 628./6.s Project Name: Project No.: Calculated By: Checked By. pRowr fet • L6f0.1,6 tee_ wtb) A1 Nv (ri e .... S fe./ ek�, tJa�C .2i lls > : 62.6lbs +-C,t .. 400 es/ ( 4,4 145 A S} 404.3 ittOtsf Sheet No.: Date: Date: • . •...• • . • . •co -a• 3 35 47 ,a u,W14 6x3 .- 6 tf '..i I t (0/2 der �ZS Z xix 5-05/s Ate.: 3 s _ 2$I5 .../4s seo XX 2/SOdx6Nxe eV/ 8/6s..:/,9. 1., 6. 34 4''` ('' 5 ...........:. .... ..... . • .'. • 0040 14, •••• • •• : . 10 .:: • • • .... PLF STRUCTURAL ENGINEERS, INC. ProjectName: reditir P0AW Sheet No.: Date: Date: CA # 30758 Project No.: 4960 SW 52nd ST, Suite #407, Davie, FL 33314 Ca ated By: Ph: (954) 533-3237 Fax: (954) 533-2117 Checked By: email: pfiallo@pifengineers.com 20 o3 _2/ s • i . le tA . • . met • 4,46,61 .* . ,. . .. • • • 604, .. 0041 .... . • • • • PLF STRUCTURAL ENGINEERS, INC. Project Name: P' , / CA # 30758 4960 SW 52nd ST, Suite #407, Davie, FL 33314 Ph: (954) 533-3237 Fax: (954) 533-2117 email: pfiallo@pifengineers.com ...Alucipo . 5 fir' Project No.: Sheet No.: Calculated By: Date: Checked By Date: • • : • ! •••i ••; • • • • .0 • o•..•_•l....................•..•....,......•.. '• •••• . ..,._. •••• (• ' i • ••a • • • • lb: t•........ •I••• •i • i • • • .•...... • • •.._......•... • • • • • • *.•••• • • ••••• i•••• • • • •••••• • • •••••• • : • n'enfley Microsoft • Current Date: 7/15/2016 3:49 PM Units system: English Design Results Reinforced Concrete Footings LF- GENERAL INFORMATION: Global status Design Code Footing type Column type Geom 1z OK ACI 318-2011 Spread Steel • 2.5ft '1•2.5ft r 5ft �. Length 5.00 [ft] Width 5.00 [ft] Thickness 1.00 [ft] Base depth 1.70 [ft] Base area 25.00 [ft2] Footing volume 25.00 [ft3] Base plate length 8.00 [in] Base plate width 8.00 [in] Column length 3.50 [in] Column width 3.50 [in] •••• • • • • •••• • • • .• • • .•. • . • •• • • •••• ..•• • • • • ••.• •••• • ••• • • • • • •• •• •• • • • • • • • • • • • • • • •• • ••• • Pagel Column location relative to footing g.c. Centered Materials Concrete, fc Concrete type Concrete elasticity modulus Unit weight Modulus of subgrade reaction Unit weight (wet) Footino reinforcement Free cover Maximum Rho/Rho balanced ratio Bottom reinforcement // to L (xx) Top reinforcement // to L (xx) Bottom reinforcement // to B (zz) Top reinforcement // to B (zz) 3.00 [Kip/in2] Normal 3122.02 [Kip/in2] 0.15 [Kip/ft3] 200.00 [Kip/ft3] 0.11 [Kip/ft3] Load conditions to be included in desion Service loads: SC1 DL Design strength Toads: DC1 1.4DL Loads Condition Axial [Kip] Mxx [Kip"ft] Mzz [Kip"ft] Steel, fy Epoxy coated Steel elasticity modulus : 3.00 [in] : 0.75 : 5-#5 @ 13.00" : 5-#5 @ 13.00„ : 54t5 © 13.00" (Zone 1) : 4-#5 @ 18.00" Vx [Kip] Vz [Kip] DL DL DL 1.50 -2.67 -2.67 0.00 -0.35 0.00 0.00 0.00 2.02 0.00 0.00 0.00 0.00 0.00 0.00 RESULTS: Status OK Soil.Foundation interaction Allowable stress Min. safety factor for sliding Min. safety factor for overturning Controlling condition Condition qmean [Lb/ft2] qmax [Lb/ft2] Amax [in] 2E03 [Lb/ft2] 1.25 1.25 SC1 . 60.00 [Kip/in2] No : 29000.00 [Kip/in2] • . • . . .. . • • . .... • . . • . • . . .. . . • .. . . .... • ... . . . .. . .... • . • ... . . . .. • • . ... . • . .. Area in compression Overtumina FS [ft2] (%) FSx FSz slip SC1 88.1 196 0.0117 20.77 83 13.23 2.27 1000.00 Bending Factor 4 Min rebarratio 0.90 0.00180 • Page2 Development length Axis Pos. Id Ihd Dist1 Dist2 [in] [in] [in] [in] zz Bot. 22.90 8.01 24.13 24.13 xx Bot. 22.90 8.01 24.13 24.13 zz Top 12.00 6.00 25.25 25.25 xx Top 12.00 6.00 25.25 25.25 69 Axis Pos. Condition Mu 4)*Mn Asreq Asprov Asreq/Asprov Mu/(4)*Mn) [Kip•ft] [Kip*ft] [in2] [in2] zz Top DC1 -3.90 -58.48 0.10 1.55 0.065 0.067 zz Bot. DC1 0.00 58.48 0.00 1.55 0.000 0.000 xx Top DC1 -2.95 -43.63 0.08 1.24 0.066 0.068 xx Bot. DC1 0.00 54.12 0.00 1.55 0.000 0.000 1 1 Shear Factor 4) Shear area (plane zz) Shear area (plane xx) 0.75 3.62 [ft2] 3.36 [ft2] Plane Condition Vu Vc Vu/(4)*Vn) [Kip] [Kip] xy DC1 1.83 52.99 0.046 yz DC1 2.36 57.10 0.055 1 Punchina shear Factor 4) 0.75 Perimeter of critical section (bo 1) : 4.71 [ft] Punching shear area 3.29 [ft2] Column Condition Vu Vc Vu/(4 Vn) [KIP] [Kip] column 1 DC1 -5.07 103.67 0.065 .... • • • . •.•• • • • •• • • • • • • • • •• • • .• . . • .••. ...• • • • • • • • • • • .••• . . •• •• • . . • • • • . • . . .• • Notes *Soil under the footing is considered elastic and homogeneous. A linear soil pressure variation is assumed. * The required flexural reinforcement considers at least the minimum reinforcement * The design bending moment is calculated at the critical sections located at the support faces * Only rectangular footings with uniform sections and rectangular columns are considered. • The nominal shear strength is calculated in critical sections located at a distance d from the support face *The punching shear strength is calculated in a perimetral section located at a distance d/2 from the support faces *Transverse reinforcement is not considered in footings • Values shown in red are not in compliance with a provision of the code *gprom = Mean compression pressure on soil. • • • • • • • • • • • • • • • • . . • .•• • • • Page3 *gmax = Maximum compression pressure on soil. *Amax = maximum total settlement (considering an elastic soil modeled by the subgrade reaction modulus). * Mn = Nominal moment strength. Mu/(4)*Mn) = Strength ratio. * Vn = Nominal shear or punchure force (for footings Vn=Vc). * Vu/(4)*Vn) = Shear or punching shear strength ratio. •••. • • • . •.•• • • • , •. • . •.• • • • • • • •• • • • •••• .••• • • • • • • •••• •••• •• •• • • • • • • • • ..• • • • •• • • • • . • • • • • • • • • • •• . ••. • • • • • Page4 SIMPSON Strong -Tie Anchor Designer TM Software Version 2.4.5673.9 Company: Date: 7/15/2016 Engineer: Page: 1/5 Project: Address: Phone: . E-mail: 1.Prolect Information Customer company: Customer contact name: Customer e-mail: Comment $, Inout Data & Anchor Parameters General Design method:ACI 318-11 Units: Imperial units Anchor Information: Anchor type: Torque controlled expansion anchor Material: Carbon Steel Diameter (inch): 0.500 Nominal Embedment depth (inch): 2.750 Effective Embedment depth, he (inch): 2.250 Code report: ICC-ES ESR-3037 Anchor category: 1 Anchor ductility: Yes hmm (inch): 4.50 c.. (inch): 6.50 Cmm (inch): 4.00 S,, (inch): 4.00 Load and Geometry Load factor source: ACI 318 Section 9.2 Load combination: not set Seismic design: No Z Anchors subjected to sustained tension: Not applicable Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No 2020 Ib <Figure 1> Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 7.80 State: Uncracked Compressive strength, f. (psi): 3000 ki)c,v: 1.4 Reinforcement condition: B tension, B shear Supplemental reinforcement: No Reinforcement provided at comers: No Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear. No Ignore 6do requirement: Not applicable Build-up grout pad: No . • • • • Base Plate • • • Length x 1Mdth x Thickness (inch): 5.50 x 1641 4A•2.5 • •.•. • • • • • • •• •• • • • • • • • • • • •• • 46 Ib o ft-Ib • • • • • • • • • • • •.. • • • •• • ••.• • • • • • • • • • • • • . •• • • • • • • Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON StrongTie Anchor Designer TPA Software Version 2.4.5673.9 Company: Date: 7/15/2016 Engineer. Page: 2/5 Project: Address: Phone: E-mail: <Figure 2> O Lri 6.00 Recommended Anchor Anchor Name: Strong -Bolt® 2 - 1/2"0 CS Strong -Bolt 2, hnom:2.75" (70mm) Code Report: ICC-ES ESR-3037 6.00 • . . •• • • • .. .. • . . • • • •• •• • . • •• • • •••• • ••• • .. •• • • . • •• • • •••. • ••• • • • •• • • • • ••• • • • •• Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong -Tie Anchor Designer TM Software Version 2.4.5673.9 Company: Date: 7/15/2016 Engineer. Page: 3/5 Project: Address: Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load, Nb. (Ib) Shear load x, V. (Ib) Shear load y, V. (Ib) Shear load combined, J(Vuix)a+(Vu.y)2 (lb) 1 2 1010.0 112.0 1010.0 23.0 -112.0 23.0 114.3 114.3 Sum 2020.0 0.0 46.0 Maximum concrete compression strain Mal): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 2020 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'v. (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 4. Steel Strength of Anchor in Tension(Sec. D.5.11 Nu (lb) ON., (lb) 12100 0.75 9075 5. Concrete Breakout Strength of Anchor in Tension (Sec. D.5.21 Nb = k 2..lifchdi'S (Eq. D-6) kc ,L fa (psi) half (in) Nb (Ib) 24.0 1.00 3000 2.250 4437 <Figure 3> 228.7 0 X • • • • • • • • • • • • • • • •• • • • • • • . • •• • • • • • • • • • • • • • • •• •• • • • • • .. • OfiNcbg _# (ANc/Atka) P.c.NPat N'I'c,NY'cp,NNb (Sec. D.4.1 & Eq. D-4) • • . • • Able (n2) ANo, (1n2) Wes,N �.d,N Pc,N Y�cp.N Nb (Ib) • •• : �No•o.(Ib) • • • 86.06 45.56 1.000 1.000 1.00 0.923 4437 0.65 5028 -.: • • .•• • • • • • • • • • • • • • • • • .. • • • • • • �• 6. Pullout Strength of Anchor in Tension (Sec. D.5.31 9Npn = 0Pc,Pd.Np(fc/2,500T (Sec. D.4.1, Eq. D-13 & Code Report) Pc,P .i. Np (Ib) fc (psi) n 0 4Np, (Ib) 1.0 1.00 3615 " 3000 0.50 0.65 2574 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com • 1 SIMPSON Strong -Tie co Anchor DesignerTm Software Version 2.4.5673.9 Company: Date: 7/15/2016 Engineer. Page: 4/5 Project: Address: Phone: E-mail: 8. Steel Strength of Anchor in Shear (Sec. D.6.11 Va. (lb) sd Ogrod0Ver (lb) 7235 1.0 0.65 4703 9. Concrete Breakout Strength of Anchor in Shear (Sec. D.6.21 Shear perpendicular to edge In y-direction: Vey = min17(I./da)021/da)asifec./1•5; 9ArNifccar1-5I (Eq. D-33 & Eq. D-34) I. (in) da (in) A. fc (psi) c.1 (in) Vby (lb) 2.25 0.50 1.00 3000 6.00 5383 i0V cby =0 (Avc/Avco) %4vVic,vV17,vVey (Sea D.4.1 & Eq. D-30) Ave (in2) Avec (in2) girt Y'e,v gi,,v Vby (Ib) is OVeby (Ib) 140.40 162.00 1.000 1.400 1.074 5383 0.70 4911 Shear parallel to edge In x-direction: •••• Vby = minl7(I./ d.)02'IdaAa'fccaf1•5; 9A34fccet'•5l (Eq. D-33 & Eq. D-34) • • . • • • • • • I. (in) d. (in) Aa Pc (psi) caa (in) Vby (Ib) • . . •• •• •• •• •• •• • 2.25 0.50 1.00 3000 6.00 5383 • • • • •• • • OVCbx =46 (2)(Avc/Av03)Y'.a.v'Yc,v5r'e,vVby (Sec. D.4.1 & Eq. D-30) • • • Ave (in2) Avcc (in2) Ped,v Kv fit v Vby (lb) 0 m106,1Ier • • • • • • • • 140.40 162.00 1.000 1.400 1.074 5383 0.70 9822• • • • • • • 10. Concrete Pryout Strength of Anchor in Shear (Sec. D.6.31 4Vep = idkepNrb = (ANc/ANeo) - ed,NY:e,N'- cp,NNb (Eq. D-40) • • • kap Arc (in2) Aft* (in2) Ped,N K N Pcp,N Nb (ib) 0 • OVcp (Ib) 1.0 43.03 45.56 1.000 1.000 1.000 4437 0.70 • � 93• 8 • • • •• •• 11. Results interaction of Tensile and Shear Forces (Sec. D.71 Tension Factored Load, N.. (lb) Design Strength, eNn (Ib) Ratio Status • • • • • • • •• • • • • • • • • •• • • • • • • • • • • •• Steel 1010 9075 0.11 Pass Concrete breakout 2020 5028 0.40 Pass (Governs) Pullout 1010 2574 0.39 Pass Shear Factored Load, Va. (Ib) Design Strength, 0Vn (lb) Ratio Status Steel 114 4703 0.02 Pass T Concrete breakout y+ 23 4911 0.00 Pass 11 Concrete breakout y- 112 9822 0.01 Pass Pryout 114 2933 0.04 Pass (Governs) Interaction check N.../ON. VudOVn Combined Ratio Permissible Status Sec. D.7.1 0.40 0.00 40.2 % 1.0 Pass 1/2"0 CS Strong -Bolt 2, hnom:2.75" (70mm) meets the selected design criteria Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.can SIMPSON Strong -Tie e Anchor Designer Software Version 2.4.5673.9 Company: Date: 7/15/2016 Engineer. Page: 5/5 Project: ` Address: Phone: E-mail: 12. Warnings - Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.8.1 and D.8.2 for torqued cast -in -place anchor is waived per designer option. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. ••••• • • • •••• • • • • •• • • ••• • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • ••• • • • •• • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • Input data and insults must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax 925.847.3871 www.strongtie.com FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: New Cabana - Builder Name: Street: 1070 NE 93 Street Permit Office: - City, State, Zip: Miami Shores , FL , 33138 Permit Number: Owner: Alfonso Del Castillo 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. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. •... 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. , • • "' • •e •' ; • ' • • • Walls •... Corners and headers shall be insulated and the junction of the foundation • 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 ir► • • substantial contact and continuous alignment with the air barrier. • . Knee walls shall be sealed. • . •_ ..• •� • • �. ' • ' •...... Windows, skylights and doors The space between window/door jambs and framing and skylights and ' framing shall be sealed. lee • 1 '.. Rim joists Rim joists are insulated and include an air barrier. , Floors (including above -garage and cantilevered floors) Insulation shall be installed to maintain permanent contact with underside of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be.sealed. 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. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. 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 ...... • .•.... • • .•.... • •••.. • • •••.. • 000000 ••... . ••••• 8/22/2016 12:09 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 • FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FloridaDepartment of Business and Professional Regulation - Residential Performance Method Project Name: PROPOSED CABANA Builder Name: Street: 1070 NE 93 STREET Permit Office: City, State, Zip: MIAMI SHORES , FL . Permit Number: Owner: Jurisdiction: Design Location: FL, Miami County:: DADE (Florida Climate Zone 2 ) 1. New construction or existing New (Pram Plans) 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 694 Conditioned floor area below grade (ft') 0 7. Wndows(181:1 sqft.) Description Area a. U-Factor: Sgl, U=1.13 181.11 ft' SHGC: SHGC 0.50 b. U-Factor: N!A ft' SHGC: c. U-Factor: N/A ft= SHGC: d. U-Factor: NIA ft, SHGC: Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.500 8, Floor Types (694.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation 'R 0.0 694.00 ftx b. N/A R= ft' c: N/A ,. R= ft° 9. Wall Types (841.3 sqft.) a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types (694.0 wit.) a. Under Attic (Vented) b: N/A c. NIA 11, Ducts a. Sup: Attic, Ret. Attic. AH: Attic 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Suip Heat 14 Hot water systems a, Electric Tankless b. Conservation features Nona 15. Credits Insulation Area R=4.1 841.33 ft' R= ft' R= h' R= ft' insulation Area R=30.0 694.00 ftx R= ft' R ft' • .ft • • r • • 0006.8 • • • ' • • • . • • • • ' ' ' • • • ac�tumr Efficiency • • 18.0 SEER: i8.5 : • • •••••• ••••••• • •••• •••• •• • • • ITV/fir EfiicleDV • • • • 6.0 COPe1,00• •• •• •• •• • • • ' • • • • • • • • Cap:t•gailoris • • • • 0 • • • • • • •9' • • Pstat Glass/Floor Area: 0.261 \\\III I l l//�tai Proposed Modified Loads; 33.48 �� // Total Baseline Loads: 37. \.aERTO Cn4. /�S 31 PASS � tr,7,-'oC EN -- /ice I hereby certify that*p&p and specifsca �,► , e d by this calculation are i ompfian ..17 idd. f t Code. -. '�; - - - PREPARED BY: �- S T ' r '' Review of the plans and specifications covered by this calculation indicates, compliance with the Florida Energy Code: Before construction is completed' this building will be inspected for compliance witfi'5ectiorr553.t�08N.: Florida Statutes: BUILDING OFFICIAL' �' � ' S ;`� `, � " r� rt► :' + . �� . � N - '^ , coo b . _. DATE. ()mock... 'e l,hereby certify that this r i �' 1 arrtplialice` With the Florida Energy Co 1� OWNER/AGENT: DATE. DATE` - Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checktist in accordance with R402.4.1.1;and an envelope leakage test report in accordance with R402.4.1.2. 1/24/2017 6:44 AM EnergyGaugee USA = FtaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 ••• •• • ••• • • • • Y, • •• •• •• • • � • ••• • ••• FORM R405-2014 PROJECT Title: PROPOSED CABANA Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 694 Lot # ' Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1070 NE 93 STREET Permit Office: Cross Ventilation: County: DADE Jurisdiction: Whole House Fan: City, State, Zip: MIAMI SHORES , Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low • BLOCKS • • •• • _ _• . Number Name Area Volume • • •• `•• • 1 Block1 694 5552 • • • .. •••• •••• • • SPACES ' -••••- .... • • ••e••• • ••• Number Name Area Volume Kitchen Occupants Bedrooms InfiliD • finished • • • Coaled •IyCdttkd • • 1 Main 694 5552 Yes 2 1 1 : • `Is • Ygs •':. FLOORS •• •• • ••• • • • V# Floor Type Space Perimeter R-Value Area Tile Mood Carpet 1 Slab -On -Grade Edge lnsulatio Main 105 ft 0 694 ft2 _-- 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Flat tile/slate 715 ft2 86 ft2 White 0.96 No 0.9 No 0 14 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC . 1 Full attic Vented 300 694 ft2 N N CEILING ✓ # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 694 ft2 0.11 Wood 1/24/2017 6:44 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS / Adjacent Space Cavity Width Height Sheathing Framing Solar Below �! # runt Tn all fU P..Vahii.__ Ft In Ft In Area RA/ 1 Fraction Ahapr Gra$elf. 1 N Exterior Concrete Block - Int Instil Main ' 4.0999 26 3 8 2100'112 0 0.75 0 2 E Exterior Concrete Block - Int Insul. Main 4,0999 26 4 8 210.7 Ita 0 0.75 0 _ 3 $ Exterior Concrete Block - Int Instil Main 4.0999 26 3 8 210.0 ft2 0 0.75 0 4 W Exterior Concrete Block - Int Insul Main 4.0999 26 4 8 210.7112 '0 0.75 0 _ WINDOWS / Orientation shown is the entered, Proposed `orient atlon. Wall Overhang 1j # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 1.13 0.5 20.0 ft2 1 ft 4 in 1 ft 0 in Drapeslblinds None 2 N 1 Metal Single (Tinted) Yes 1.13 0.5 17.8 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 3 E 2 Metal Single (Tinted) Yes 1.13 0.5 120.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 4 S 3 Metal Single (Tinted) Yes 1.13 0.5 23.3 ft2 1 ft 4 In 0 ft 0 in Drapes/VA. None - • INFILTRATION • • • • • • • •. • • ••• .• . ••. • # Scope Method SIA CFM 50 ELA EqLA ACH • • •At`i'50 • • • • • •-•-• • •.•-• • • 1 Wholehouse Best Guess .0005 910.2 .49,97 93.97 .345 • ' ' • • • HEATING SYSTEM • • •• • • •• ••• •. • • • • # System Type Subtype Efficiency Capacity • • • Bloc; Ducts • • • 1 Electric Strip Heat None COP:1 6 kBtuthr • • • ! • ` s#1• • • • • • • .• • • • • • COOLING :SYSTEM • • • •• V # System Type Subtype Efficiency. Capacity Air Flow SHR Block Ducts 1 Electric Strip Heat None SEER:18.5 18 kBtuthr 540 chn 0.75 1 sys#1 I HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.97 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Modell* Collector Model # Area Volume FEF None None tf' 1/24/2017 6:44 AM EnergyGauge+ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 •. • •• ••• • • • • •. • • •• •. • FORM R405-2014 DUCTS / — Supply -- — Retum -- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 138.8 ft Attic 34.7 ft2 Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable CoolingJan Heatin VentingJan Thermostat: X Jan Y Feb X) Feb Feb Mar X Mar X Mar Ceiling A r Apr `X Apr Fans: Ma X Jun X Jul l May t Jun l Jul [ Ma [ Jun [ Jul X Au X Se l Aug l Sep [ Au [ Sep Oct Oct X Oct Nov X Nov X' Nov Dec 'X Dec Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 • • • 6gg 68 PM 68 68 68 68 68 68 68 68 • 68 • 68 • • • • 0 AA." • Heating (WEH) AM 66 66 66 66 66 68 68 68 • •69 • 68 • • 68 68 • • PM 68 68 68 68 68 68 68 68 „CIO. . . 68 • . • • 6y •6€. • ; • • • • • • • • .•• • • • • • • • •••• • ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • 1/24/2017 6:45 AM 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* = 90 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor SgI, U=1.13 SHGC: SHGC=0.50 b. U-Factor. N/A SHGC: c.. U-Factor: NIA d. U-Factor: NIA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 1070 NE 93 STREET, MIAMI SHORES, FL, New (From Plans) Single-family 1 1 No 694 Insulation R=0.0 R= Area 181.11 ft' 9. wail Types a Concrete Block - Int I b. N/A c. N/A d. NIA 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a Sup: Attic, Ret: Attic, AH: Attic ft2 12. Cooling systems ft' a. Central Unit ft2 1.333 ft. 0.500 Area 694.00 ft2 b. Conservation features None 15. Credits 13. Heating systems a: Electric Strip, Heat 14. Hot water systems a. Electric'. 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: Dater Address of New Horne; City!FL Zip: Insulation Area ul; Exterior R=4.1 841.33 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R=30.0 O6 tt • • ft2 • •Rt n2 • J' • • 8 :ft2 138.8 • •••• •••• ••••Otulhr .F ency 180 SEgR 1a5 • • • • • • • •'kBtuihr Efliaerty 6.0 CCP:1.00 • • • • • • • • • • • • •• • • • • • Capp alf:ns • 0.1097 Pstat •Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. *'Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1124/2017 6:45 AM EnergyGaugee USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 1070 NE 93 STREET MIAMI SHORES, FL Residential System Sizing Calculation Summary Project Title: PROPOSED CABANA Code Only' Professional Version Climate: South 1 /Z4/2U 17 Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(58gr.) Winter design temperature 50 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 11523 Btuh Total cooling Toad calculation 17069 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip) 52.1 6000 Sensible (SHR = 0.75) 86.7 13500 Latent 301.A• 4600 Total 10g.60.16000 ••' Winter Heating Load (for 694 sqft Load component Window total 181 sqft Wall total 841 sqft Door total 0 sqft Ceiling total 694 sqft Floor total 105 sqft Infiltration 19 cfm Duct loss Subtotal Ventilation TOTAL HEAT LOSS 0 cfm WINTER CALCULATIONS Summer Cooling Load (for 694 sqft Load component Window total Wall total Door total Ceiling total Floor total Load 4608 Btuh 3350 Btuh 0 Btuh 680 Btuh 2478 Btuh 407 Btuh 0 Btuh 11523 Btuh 0 Btuh 11523 Btuh SUMMER CALCULATIONS 181 sqft 841 sqft 0 sqft 694 sqft Infiltration 28 cfm Internal gain Duct gain Sens. Ventilation 0 cfm Total sensible gain Latent gain(ducts) Latent gain(infiltration) Latent gain(ventilation) Latent gain(internal/occupants/other) Total latent gain TOTAL HEAT GAIN Load 6154 Btuh 3584 Btuh 0 Btuh 2517 Btuh 0 Btuh 458 Btuh 2860 Btuh 0 Btuh 0 Btuh 15574 Btuh 0 Btuh 1094 Btuh 0 Btuh 400 Btuh 1494 Btuh 17069 Btuh Version 8 For Florida residences only •• • • .••• 't,tL(4%) • • Latent intemal(2%) tnt.oeln(17%) lore.(•%) Walla(21%) EnergyGauge® System PREPARED BY: DATE: EnergyGauge® FLRCPB v4.5.2 . • • • • ••• • • •, • • • • • • .••• • • •• • �. •• • • • •• • Wlndows(36%) • • • Caen 111111///y� g70C �// \\\��w4'...,��,10E;44' AIN E • iii°041/141 rir\\I'"\\\\ FORM 13405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1070 NE 93 Street _ Miami Shores , FL , 33138 Permit Number: ,MANDATORY REQUIREMENTS See individual code sections for full details. 4� 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card canbe found in Appendix C. a 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. V R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. • • • • • • Nl� 046, v • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an aiiblealaegs rate of not exceeding niP •: • changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 througt 8. testing etTall:cit3onducted vJttp a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official', teltr shall be tendueted by ai • • • • approved third party. A written report of the results of the test shall be signed by the party condeoting the test and provided to the code. official. Testing shall be performed at any time after creation of all penetrations of the building thsrei envelope... • • • • -t- • • . • •••• •••• During testing: • • 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyorftPtDe Ihjended weatkerstrippingwr• • • other infiltration control measures; - - • • • • • • • 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed,.4uia4teealed beyogd intended . • . infiltration •control measures; • • • • • • • 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; • 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and • • • • • • • • • 6. Supply and retum registers, if installed at the time of the test, shall be fully open. • • • ,0R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers and outdoor combustion air. ,/' !7 R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. iV R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 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 'ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either 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: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 8/22/2016 12:09 AM 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. Lir R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). N/ O R403.4.4.1 Storage water heater temperature controls • •• • • • • • • .. • • • ▪ R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with autdhtatictemper dret,SQtrols • • capable of adjustment from the lowest to the highest acceptable temperature settings for, the iriten ate ese. The Ritnimem, temperature setting range shall be from 100°F to 140°F (38°C to 60°C). • • • 'NM 0 i • • • • • . R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provides £o pem,it the power suppliet1 to electric service systems to be turned off. A separate valve shall be provided to permit the energystpplied to tM Main bumet(';); • •. of combustion types of service water heating systems to be turned off. . . . • • •• •• •• R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shay opgstre minimumefficiencies of • • Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provision, forth* type of equipment installed. • Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements foi;tbe aljpropriate'Mr• • 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 annuaCsolar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center dir%ctory 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 a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403 ,Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 8/22/2016 12:09 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 WAo o FORM405-2014 _ MANDA,TORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value fo[AHRI total "capacitq s a noinlnal,; rating -test 'value andw 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 retum side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and mufti -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. Vs R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. ▪ R403.6.1.2.2 Electric resistance furnaces. Electric fesistance'fumaces shall be sized within 4 k1IV of the'cloti • requirements calculated accordingto theprocedure selected in Section R403.6.1. '' "~ • =` ` • °'' "''-• • •• eq • • • • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating' equipment fit hr aturaldraf: �tmos,,pheric burners` • - shall not be less than the design load calculated in accordance with Section R403.6.1. ` • •••••• .. - • • • R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess coolireckteting eq iprt ei t capacit? on an! intermittent basis, such as anticipated additional loads caused by major entertainment events, shall haws equipment stealer contrail kb 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 aae.s. • • 2. A variable capacity system sized for optimum performance during base load periods is uuill?z r• : • •.. ,- • •. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units seiall co riply with:8ttidtt5 • , • C403 and C404 of the Commercial Provisions in lieu of Section R403. • - • • .• • • • • • • • R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the buildingpshall . 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. . . m _. ,. 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. R403.9.1 Pool and spa heaters. 'All pool heaters shall be equipped with a readily accessible on -off switch that is mounted.., . . 1. 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' "c, ;r • 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"meefthis standard '' ," 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. j(d R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or • solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -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. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.3,Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. P 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. 8/22/2016 12:09 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 5 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RC Home Showcase, Inc. 2970 NW 75th Avenue Miami, FL 33122 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 (AH3). 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 Miaffii—Ogle CotrotyProdueS.... Control Section that this product or material fails to meet the requirements of the applicable builtti4g rode. •; This product is approved as described herein, and; has been designed to comply.% Ale Florida Building • • • • Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "RD45" Single Outswing Aluminum Entrance Door —•L'M I. MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.eov/economv . . . . APPROVAL DOCUMENT: Drawing No. W11-11, titled "Series RD45 Alum.TitTance Dggr.M.I.' • sheets 01 through 05 of 05, dated 03/02/11 with revision "C" dated 10/10/1ir pretared by Al Farooq • • Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Pvodt�at Cont>;vl..:. Section Renewal stamp with the Notice of Acceptance number and ExpiratioxC date .by the Miami —Dade County Product Control Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shaft 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. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or. its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0410.17 and consists of this page 1 and evidence. pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI•DADE COUNTY APPROVED 349.1 zt NOA No. 13-1112.07 Expiration Date: August 19, 2019 Approval Date: December 26, 2013 Page 1 . RC Home Showcase, Inc. , NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0421.0) 2. Drawing No. W11-11, titled "Series RD45 Alum Entrance Door (L.M.I.)", sheets 01 through 05 of 05, dated 03/02/llwith revision "C" dated 10/10/13, prepared by Al- FarooqCorporation, signed and sealed by Javad Ahmad, 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 20244 3) Water Resistance Test, per FBC, TAS 4) Large Missile Impact Test per FBC,-TAS 20174, 5) Cyclic Wind Pressure Loading per FBC, TAS_203-,94 6) Forced Entry Test, Side -Hinged Door Systems; -per F B. CALCULATIONS I 1. Anchor verification calculations and structural analysis, com131yilig wl'th•j?1 C 2d10; •: prepared by AI-Farooq Corporation, dated '03/19/12, signed and sealed'by- Javad Ahmad, P. E. • __+411:3 TAS 202-94 and per AAMA 1304=02 r •, } ;• Y= ; • ;, • :: along with marked -up drawings and installation diagram of s n; iluminttm Mowing': :. door, prepared by Fenestration Testing Laboratory, Inc., Test porttNo; VEIL-6331, .: dated 12/17/10, witnessed and 'signed by Jorge AY, Causo,• 1z.;Fx; '`signed. and 'seared T': dated 02/14/11 by reviewing engineer Marlin°D Brinson; P: . • : • : O O• Submitted under previous NOA No. 11-0421.03� ,• • • • • • .'� • ,. • . _ y •,F • •. • '- .• .....• (Submitted under previous NOA No. 12-0410.17) 2. Glazing complies with ASTM E1300-04 :=.. s _4- - D. QUALITY ASSURANCE • • • • It. :.u7r.r.,�• tys, z.tj,i J.is1 1. Miami -Dade Department of Regulatory and-Economic=Resources,(RER). E. MATERIAL CERTIFICATIONS • • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co Inc. for their "DuPont SentiyGlas® Interlayer'.dated 08/25/11, expiring on 01/14/17.— F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010; -issued by Al: Farooq .� Corporation, dated 10/15/13, signed and sealed by Javad Ahmad; P. E.- s ,, I • Jaime D. Gascori, P. E. Product Control Section Supervisor NOA No. 13-1112.07 Expiration Date: August 19, 2019 Approval Date: December 26, 2013 E-1 G. OTHERS RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 03 9 F. STATEMENTS (CONTINUED) 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State, Division•of Corporation, Sunbiz document dated 10/11/13. 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle- Kozhaya, Mr. Henry F. Kronfle-Kozhaya, Mr. Raul Casares, Mr. Eusebio Paredes and Ms. Nancy Vias. 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries, Inc:, dated 10/30/2013, signed by Raul Casares, President. 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit t, corporation, active and organized under the laws of the State of Florida, , Rdated. _, 10/11/13 and signed by T. Carter, the Secretary of State. , „'e.e 1 a; e5-;,5;_ T.__ 6. Department of State Certification of MANUHEN ENTERPRISES, LLC as aaimited; liability company, active and organized under the -laws of the State of Florida,;dated;, j r . 08/22/13 and signed by N. Culligan, the Secretary of State. • ",,•,J,,,. mr-•,, -- 7. Laboratory compliance letter ° for Test, Report No. FTX.r6381, grejed by'': TT- T -- Fenestration Testing Laboratory; Inc., dated 12/17/10, witness end�signaQ1liy_-aJorge�:; w A. Causo, P. E., signed and sealed dated 02/14/11 by review`i�i' bngineer,,Marlin.D. ,-; Brinson, P. E. _ y • : •'" , i' •.: -. I € (Submitted under previous NOA No. 11-0421.03) • .,}),:4ir`3rI¢.ri irrrt.t, err_. r.sai•: :.•._. • • • . • • 1. Notice of Acceptance No. 12-0410.17, is_ sued to =R.C. -Aluminum Indtptriest Inc. Tch• • • their Series "RD45 Single Aluminum Entrance Door cam, )L,.14.L"?,.Iwovedi vrr?: f. 06/14/12 and expiring on 08/19/14. i.0 }1:}i;P1, tit f. AB:iir��'' 'tYt;2is,e •.aa= .`x;''is *mot_ ,. ;r Wit.., x.s�i}•.�L`n� k-'»:° { r p• r• . s ?„n. i t rt=. \/ — \ Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13=1112.07 Expiration Date: August 19, 2019 Approval Date: December 26, 2013 E-2 48" MAX. z 3 m u) 1/4" HEAT STREN'D. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/4" HEAT STREN'O. GLASS SILICONE DOW CORNING '795 \ GLAZING DETAIL 4 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 1 SHUTTERS ARE NOT REQUIRED. SERIES RD45 ALUMINUM OUTSWING ENTRANCE DOOR DOOR HINGES SEE CHART MAX. FRAME WIDTH MAX. FRAME HEIGHT NO. OF HINGES PER LEAF 36" A got( 3 84" 3 4 36" 3 42" 96" 4 48" 4 36" 4 42" 108" 4 48" 5 ._36" _ 4 -42" 120" 5 48" 5 APPROVAL APPLIES TO SINGLE UNITSxOR. SIDE BY SIDE (MULLED) COMBINATIONS _OF FRENCH 000R/FRENCH `DOOR OR FRENCH DOOR WITH OTHER APPROVED DOOR TYPES IN MODULES OF TWO OR MORE DOORS USING` MIAMI-DAD£_COUNTY APPROVED MULUONS'IN':BETWEEN: LOWER DESIGN PRESSURE FROM DOORS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. - - DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. `. THIS PRODUCT HAS BEEN DESIGNED AND TESTED ,TO COMPLY iWIT.H ;THE" +z,/ REQUIREMENTS OF THE FLORIDA BUILDING CODE _INCLUDING HIGH VELOCITY. HURRICANE ZONE (HVHZ). �r_: _... ,.,-_•, ti r { 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST -BE -ANCHORED -PROPERLY . TO TRANSFER LOADS TO THE STRUCTURE. y_ .� ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. FRAME WIDTH 4" MAX _ HEAD/SILL :CORNERS 0 O O 1 0 II II II II / 11 II II/ k / II / II II -==, u ( s tt +7 ID co SURFACE- APPLIED - =FALSE MUNTINS "' MAY 8E USED LEAF WIDTH = FRAME WIDTH — 3.625" LEAF HEIGHT = FRAME HEIGHT — 2.8125" 34 3/8" D.L. OPG. 44 3/8" MAX. LEAF WIDTH TYPICAL ELEVATION NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC- 21 9 M MAX. FRAME WIDTH MAX. FRAME HEIGHT NO. OF LOCKING POINTS PER LEAF 36" 42" 48" 90" 4 _-„_ 4 5 36" 42" 48" 96" 4 5 5 36" 42" 48" 108" 4 5 6 36" 42" 48" 114" 5 5 6 36" 42" 48" 120" 5 6 6 LOCKING POINTS SEE CHART i.. • • • • • • • ••. • • • • • •c . • • • • ' •. 111 4 POINT 5 POINT 6 POINT LOCK LOCK LOCK PRODUCT RENEWED as complying with the Florida Building Coda 4 — Acceptance No ! i,'oo D Nand Dade Product Control MAXIMUM DESIGN LOAD RATING = (FOR SIZES SHOWN ABOVE OR SMALLER) AS ALLOWED BY FBC Engr: JAVAD AHMAD CML RA. PE f 70592 CAM. 3538• 1 N 0 i 2 O •••�p •• •. •• • •••••. •••• 14di ••AL. Q z!I. UW• 4" •• M of Z N AW rto o Z 2 0 U tc;')a� X N 0 c O 0 c 0 n 4) -o l N 0 0 0 O` m c� 0 0 0 0 v 0 i I -D c _ ( drawing no sheet 1 of Si i0 0 re 0 0 TYPICAL ANCHORS - SEE ELEVATIONS: • • FOR SPACING • • EOeE DIST.; ' a 0 J 0 x L W1 • 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ' 5/8" MIN. THROW . BOLT _ -PENETRATION- --.. • wr, a • i a a♦ .. * ♦.. • EDGE DIST, • 'TYPICAL ANCHORS I. m = SEE ELEV. FOR SPACING (n n . ; EDGE DIST, ce 0 1BY WOOD BUCK SEE NOTE SHEET 1 tn NO 2BY WOOQ�BUCK OR STRUCTURE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE; -- TYPICAL ANCHORS: SEE ELEV. FOR SPACING = a 1/4" X 2-3/4" HILTI KWIK-CON II (Fu=163 KSI, Fy=157 KSI) 71INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. WOOD PENETRATION THRU 1 BY WOOD BUCKS INTO MASONRY OR CONC. 1-1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONCRETE 1 —1/4" MIN. EMBED INTO CONCRETE 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 cRs) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 1500 PSI MIN. SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND _; HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE/ALUM COLORED SILICONE. .)..1"--1.7 WEEPHOLES: W1 = 1/2" DIA. HOLES AT 4" FROM ENDS AND AT MIDSPAN. PRODUCT RENEWED cis complying with the Florida Building Code... Acceptance No • C) 1:x io [)a O Miami Dade Produce Control Engr: JAVAD AIIMAD CIVIL FL. PE 1 70592 C.A.N. 3538 es. • •• • 1n ••, 1. •.' • , ••. a • • • • 60 • $ I. • • • W '4 • 0 :' ••., •• �• • UW • ' 3: .� • rl VianM;41 W ••01 n- Oz� a M w o UrnQ d CI) fr N � 0 O t 1 a O° a ce 0 IL it vo a O1Q4 (Ittd JAM •a'0 • • • ... • •. •• P-1 el C O . y 4) C 0 Q 0 0) G) 1 1. G) 4-, 0 0 0d 0 r N O 0 O 0 C 0 [Y, n O it v c drowing no. IW11-11, sheet 2 0T-61 i .0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 .4 7/16" MAX. LOAD BEARING " SHIM a -A EXTERIOR_ D.L. OPG. LEAF WIDTH FRAME WIDTH SEE HINGE CHART SHEET 1 -7- r-tc- "iliODUer RtNIMED as complying with the Florida Building Code Acccpin uce No. E,xpir 7 Date Miami Dade Product Centro TYPICAL ANCHORS SEE EI, FOR PACING 28Y WOOD B CK 0 VsOD STRUCTURE EE NOTE SHE SEE LOCKING CHART SHEET 1 7/16' MAX. LOAD BEARING SHIM EXTERIOR EXTERIOR 7/16" MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr: JAVAD AHMAO CIVIL FLA. PE - 70592 CAN. 538 • •. ••. ••0 • ••. •••, • •. . •..•• • • • . • •. 1BY WOOD BUCK v SEE NOTE SHEET 1 O O. 0 co X X 0 U U z m m a a ••••o •• • •. • .. NO CHANCE THIS SHEET bi C O ry ti a 0 0 0 o 0 0 c U c r O a a u ) drawing no. W 1 1 — 1 1 Csheet 3 of 5 ) •••••• • • ..•... • . ••..•. • ••..• • , ••••. • • •.••:• • 000000 • • DOOR HEAD 1.687 FRAME JAMB .500 j r- VERT. JAMB STOP -.562 E4• TOP RAIL 1.750 4.209 HINGE -STILE- -- —� 4.209 .100 4.125 - ;a rt'= TR;Pt', LOCK' STILE- 1- .875 FRAME SILL --1 500 1.540 {L --1 1.000 1 I.1I .125 -�I L- 1 r.562 7.750 L-1.750 --�I -6.875 • 1TEMj . NUMBER REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS El RD45-023 1 FRAME HEAD 6005-T5 - E2= R045-024 1 FRAME SILL 6063-T6 - E3 n RD45-022 2 FRAME JAMB 6063-T6. - E4 - RD45-004 1/LEAF TOP RAIL 6063-T6 - E5 RD45-021 1/ LEAF BOTTOM RAIL 6063-T6 - E6 R045-006 2/ LEAF HINGE STILE 6005-T5 - E7 R045-002 2 VERTICAL JAMB STOP 6063-T6 - E8 R045-010 AS REQD. INTERIOR GLAZING BEAD 6063-T6 - E9 RD45-007 AS REQD. VERTICAL EXTERIOR GLAZING BEAD 6063-T6 - E10 R045-017A AS REQD. LOCK STILE 6005-T5 - M1 W31421NK AS REQD. WEATHERSTRIPPING - - M3 - 3/16" x 3/4" x 4" SETTING BLOCK - 6" FROM EACH END M4 RD45-M13 4/ LEAF HANDICAP OFFSET HINGE ASSEMBLY 6005-T5 SULLIVAN do ASSOCIATES M5 R045-M14 1 3/4" X 3/4" X 1/8" THK CHANNEL ALUMINUM AT THRESHOLD M7 - - BAR REINFORCEMENT, 2" LONG ALUMINUM - _ M8 - - PLATE REINFORCEMENT. 3-7/8" LONG ALUMINUM - M9 - - PLATE REINFORCEMENT, 7-5/8" LONG ALUMINUM - V1 V-096A DOOR W STRIPPING VINYL - • V2 V-072 PILE WITH INTEGRAL FIN - • S1 ., AS REQD. 03/8"-16 X 1-1/4" LG. FULL THREAD HX.HD.. - 1 PER CONER •• S2 S3 AS REGD. 03/8"-16 X 2" LG. FULL THREAD HX.HD.. - 1 PER CONER • • 4/ HINGE 112-24 X 3/4" LG. PHIL. F.H. MACHINE SCREW ST/ST . HINGE INSTALLATION SCREWS • v S4 AS REQD. #12 X 1-1/4" LG. PHIL. SMS. ST/ST ASSEMBLY FASTENERS • • • S11 AS REQD. #12-24 X 3/4" FH MS ST/ST - ,ors-• INTERIOR GLAZING BEAD 0 0 0 0 0 4.250 Oi•I9SIWAIL51 LnIuN■ 3-.156 3 .781 1.843 -•.I .188 HANDICAP OFFSET HINGE t LOCK: (SEE LOCKING SCHEDULE SHEET 1) FLUSH MOUNT METALUC MULTI POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT LEVER TYPE HANDLE AT 36" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. LOCK FASTENED TO LOCK STILE USING (14) #8 X 1" FH SMS HANDLE FASTENED USING (3) # 12--28 X 1-7/8" OH MS KEY OPERATOR FASTENED USING (1) #12-28 X 1-7/8" OH MS PRODUCT RENEWED as coinplyiug with the Florida Building Code Acceptance No Expir: ato Miami Dedc Product Control Engr: JAVAD AHMAD CML FLA. PE / 70592 CAN. 3538 • •..• • • • •••a to •. . • v • ••••. U• W • ZY N.N r• r� N W •• cn 0 In =o .� r-. C 0 N c 0 a U •f v NO CHANGE THIS SHEET 1 a) 0 'b 0 0 lV N O O O qr- 0 c 9 • • co t drawing no. W11-11 •••••• • . • 000000 •- • •.••.• • • ••••. • . ••••• •••.•. • • • 000000 SHEAR BLOCK BOTTOM RAIL E9 VERT. EXT. GLAZING BEAD (sheet 4 of 5 DOOR TOP CORNER DOOR BOTTOM CORNER SHEAR BLOCK 3-7/8" LONG #12-24 X 3/4" FH MS LEAF TOP CORNER #12-24 X 3/4" FH MS � TIT 1P SHEAR BLOCK 7-5/8" LONG PRODUCT RENEWED as complying with the Florida Building Codo Acceptance No o D✓ Miami Dade Product Corns() Engr: JAVAD AHMAD CIVIL FLA. PE / 70592 C.A.N. 3538 1201.7 • • • 0 I- w a 0d CC0 ri 0 chit o aWr16. U.JAM Qwii re J Q a_ U • . • • ••. • • • M ••••O • O • 42 •� •• Z • •� • ...• •• •. • W t/) • •M • • ' •• t • ..� • •. •••.� WLtl ••• N a••• U j• •••0,r 1• 1.CV N (rpmC4DI 40 a O Z• LL re 2 • M Uo .t. • N c 0 c 0 a 0 a) �D W N O 2 NO CHANGE THIS SHEET a j 0 0 0 N 0 O 0 0 c m U C 1 0 O ii [-1 drowing no. W11-11 •••••. • •••••. •• • ._ _ 00000 • •••.. •••••• .•.••• • •.•..• • • •••• ••• • LEAF BOTTOM CORNER ('tr-j' 9 9r:11 (sheet 5 of 5l DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RC Home Showcase, Inc. 2970 NW 75t° Avenue Miami, FL 33122 SCOPE: MTAMI--DADE COUNTY, FLORIDA, PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m iamidade.aov/economy This NOA is being issued under the applicable rules and regulations governing, theme use of tbIttructiar • • • • materials. The documentation submitted has been reviewed and accepted by MMavy;Qade Count r RER— • • Product Control Section to be used in Miami —Dade County and other areas where eitwved by the•AuthoriT9 Having Jurisdiction (AHJ). .... •••. ...... This NOA shall not be valid after the expiration date stated below. The Miatiit-113ade County Product... Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than MOW —Dade Cput tyj reseiwe:.. • the right to have this product or material tested for quality assurance purposes., .tJ § produ& or'material• • • • fails to perform in the accepted manner, the manufacturer will incur the expense of semi) testing Al the AHJ • • may immediately revoke, modify, or suspend the use of such product or material within theirluirisdiction"" RER reserves the right to revoke this' acceptance, if it is determined by Miami Bade Count); Prodt • • 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. j� DESCRIPTION: CD 2C) Series "RD45" Aluminum Outswing Entrance Door w/ wo Transom and Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. W04-37, titled "Series RD45 Alum. Entrance Door (L.M.I.)", sheets 01 through 10 of 10, dated 05/09/04 with revision "G" dated 12/17/13, preparedy by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Section Renewal 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 othenvise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA: Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0410.18 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval docwnent mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MANMADE COUNTY APPROVED. NOA No. 13-1112.06 Expiration Date: August 19, 2019 Approval Date: December 26, 2013 Page 1 RC Home Showcase, Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS . 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 04 0608.03 and 08-0613.07) 2. Drawing No. W04-37, titled "Series RD45 Alum. Entrance Door (L.M.I.)' sheets 01 through 10 of 10, dated 05/09/04 with revision "G" dated 1417/1.3, prej ared by At; •... Farooq Corporation, signed and sealed by Javad Ahmad, P. E. " '• • •• • • •• •• • • • B. TESTS• • • .. • • ..... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 34• • • • - • ... • 2) Uniform Static Air Pressure Test, Loadin • •' P1 BC, TA$W 94.:..' 3) Water Resistance Test, per FBC, TAS .202,94..c- .,,,:. ;; •_,. 4). Large Missile Impact Test per FBC,-TAS,220f ,94 i . fr. 4,:. ;; 5) Cyclic Wind Pressure Loading per 'FBC,,TAS•203-94, ;;a• -,,.., :..0 ti,,;;,jz 6) Forced Entry Test, per FBC 24113.2.1,-an 'TAS 202'94 :7"':t I '- along with marked -up drawings and installation diagram of alum inumioutswingdoor;.{-� _ prepared by Fenestration Testing Laboratory, Inc4t Test Reports No 's: e-•= ' • ,_` - 1. FTL-5390, dated 02/18/08, signed and sealed-' by'" Carlos ' SPRionda, (Submitted under previous NOA No. 08 .0613.07) 2. FTL-4154, dated 03/24/04, FTL-4155, dated'03/30/04F and 'FTL -4166 dated 1-4- 03/31/04, all signed and sealed by Edmundo Largaespada.P E_` _ • (Submitted under previous NOA No. 04-0608.03) s ° -.y• B. CALCULATIONS 1. Anchor verification calculations and structural analysis; complying"with FBC 2010, prepared by Al Farooq Corporation, dated' 03/27/12 `signed 'a idF sealed'by° Javad = ' - Ahmad, P. E. Y .�.<. 't_i�, .. E'_< (Submitted udder previous NOA No. 12-0410.18) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic,Resources (RER).',- E. MATERIAL CERTIFICATIONS ._ , • ' 1. Notice of Acceptance No. 13-0129,27 issued to E.I. DuPont DeNemours & Co. Inc.' ` '--, Y for their "DuPont Butacite® PVB Interlayer" dated.04/11/13 :ekpiririg:on 12/11/16 •= �,:.: _.- 1 "Jaime D Cascolr, P. E. Product Control Section Supervisor NOA No. 13-1112.06 Expiration Date: August 19, 2019 Approval Date: December 26, 2013 E-1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED o F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by Al Farooq Corporation, dated 10/15/13, signed and sealed by Javad Ahmad, P. E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State, Division of Corporation, Sunbiz document dated 10/4:1Mit 3. Asset purchase agreement dated 10/01/13, signed by Mr.• 4Ii uel A.. Kronfle� Kozhaya, Mr. Henry F. Kronfle-Kozhaya, Mr. Raul Casares, NIf2Etisebio4 reties Ms. Nancy Vias. • 4. Statement letter of complying with the Sales of Assets issued 'by Rt .4umindm • Industries, Inc., dated 10/30/2013, signed by Raul Casares, Pr degtt. .. • 5. Department of State Certification of RC HOME SHOWC4 ,ZINC. ara for profit... -R corporation, active and organized under the laws of the: Sthtc of .loiida,. dated:; = - 10/11/13 and signed b T. Carter, the Secretary of State. •.............. ' • • "' ,, g Y Y 6. Department of State Certification of MANUHEN ENTERPRISES, LIb€}itse.limit8fl' • 1. liability company, active and organized under the laws of the; State of.Flofitla, dated 08/22/13 and signed by N. Culligan, the Secretary of Stater _, s ... 7. Laboratory compliance letters prepared by Fenestration Testing Laboratory, Inc., for,._ following Test Reports No.'s: ;:, . ,=:.s �..:,v;4_ �: ti - I. FTL-5390, dated 02/18/08, signed and sealed by Carlos S. Rionda, P. E. =' (Submitted under previous NOA No. 08-0613.07); II. FTL-4154, dated 03/24/04, FTL-4155, dated 03/30/04,;and•FTL 4166 dated- 03/31/04, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No., 04 0608.03) 8. Proposals issued by Product Control: I. No. 07-2426, dated 05/08/07, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 08-0613.07) IV Dated 07/18/06, signed by Jaime D. Gascon, P. E. (Submitted rudder previous NOA No. 08-0613.07) ; t_:..;,L :e a, III. Dated 12/03/03, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No:'04--0608.03)' G. OTHERS 1. Notice of Acceptance No. 12-0410.18, issued to R.C. Aluminum; Industries, Inc. for their Series "RD45 Outswing Aluminum Entrance Door w/wo, transom and sidelites - L.M.I.", approved on 06/14/12 and expiring on 08/19/i4E: x f f: .: ;' ;n Jaime D. Gasc�i, P. E. Product Control Section Supervisor NOA No. 13-1112.06 Expiration Date: August 19, 2019 Approval Date: December 26, 2013 E-2 co 4 1/2" MAX. HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS MAY BE USED SERIES RD45 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE ABOVE. SINGLE (0/X) AND DOUBLE (0/XX) LEAF DOORS WITH, TRANSOMS SEE SHEET -SINGLE-AND-DOUBLE LEAF DOORS WITH- SIDELITES SEE SHEET 3: LOWERirVALUESI FROM» SIDELITE+ CAPACITY :LCHART. OR 000R CAPACITY. WILLAPPLY zTQ, ENTIRE-- SYSTEM. _ ,... THIS- PRODUCT HAS BEEN DESIGNED AND- TESTED' TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE -INCLUDING -HIGH -VELOCITY - HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE_AN_CH_ORED_'PR_OPE__RLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 39 3/8"MAX. FRAME WIDTH ACTIVE 25 3/4 D.L.. OPG. 35 3/4" MAX. 3G`fx Btu 32u xaou LEAF WIDTH - HEAD/SILL ANCHORS AT STILE ENDS AT 2-1/2" O.C. (5) FOR INSTALLATIONS INTO WOOD/CONC. (4) FOR INSTALLATIONS INTO METAL STRUCTURES m 8 4 1/2" MAX. 75 3/8" MAX. HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS MAY BE USED MAXIMUM DESIGN LOAD RATING = (FOR SIZES SHOWN ABOVE OR SMALLER) AS ALLOWED BY FBC + 80.0 80.0 FRAME WIDTH (l \ T INACTIVE • t 1 T 72" MAX. DOOR OPNG. WIDTH ACTIVE r O N 00 co i ••• •• • • •• •••, • . (XX) PRODUCT RENEWED as complying with the Florida Building Code 1 1 7. 0 PSF PSF Acceptancei(Date C? ►C � n Miami Dade Product Control. •. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT. REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-21 9 Engr: JAVAD' AHMAO CML FLA. PE # 70592 C.A.N. 35.8 0 ill 1 gz O I O 0 ix 0 1 O b a O 031 o Qac o °3F& J aW 0 L N ••••�(, • .-• - ••••I U • • z •• • o Q Z U ••• 3Q• • O cu * N•N r N �•L•• M = Z Lu o 0-1 8 c 0 a 0 0 tt W UPDATED`TO 2010 FBC i U a to C 0 y 5 0 8 N N 0 0 lV 0 C 0 41 1 0 v `ol 1 8 drowing no. W04-37 (sheet 1 of 10) a. _•••••II, • • if,i1• •••••• _ .. ;wilt lk . • • • • • • • • • ��..- �;1 st e'? Tom. DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE ENTRANCE DOORS WITH TRANSOMS wmm-W1 INCHES WIDTH-W2 INCHES DOOR HEIGHT -A INCHES GLASS TYPE 'A' GLASS TYPE .B. EXT.(+)/INT.(-) EXT.(+)/INT.(-) 63-3/8 24 30 37-5/8 43-5/8 69-3/8 24 30 37-5/8 75-3/8 24 30 37-5/8 81-5/8 80.0 80.0 80.0 80.0 80.0 80.0 69.0 69.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0. 63-3/8 24 30 37-5/8 43-5/8 69-3/8 24 30 37-5/8 75-3/8 30 i7A 37-5/8 't 85-5/8 80.0 80.0 80.0 80.0 80.0-- 80.0 69.0 69.0 80.0- 80.0 _:. 80.0 80.0 80.0 80.0 80.0 - 80.0 ---`- 80.0 80.0 80.0 63-3/8 -. 24,- 30 37-5/8 43-5/8 69-3/8 24 30 37-5/8 75-3/8 24 30 37-5/8 91-5/8 80.0 80.0 80.0 80.0 80.0 �80.0 69.0 69.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 63-3/8 24 30 37-5/8 43-5/8 69-3/8 24 30 37-5/8 75-3/8 24 30 37-5/8 97-5/8 80.0 • 80.0 80.0 80.0 80.0 80.0 69.0 69.0 80.0: --- -•-- 80.0 80.0 80.0 80.0--- - 80.0-- 80.0 80.0 " 80.0 80.0 80.0 W1 FRAME WIDTH W 1 0 0 39 3/8" MAX. FRAME WIDTH 33 3/8" O.L. OPG. 12" MAX... ti=-:: HEAD/SILL 0 1 SURFACE APPLIED FALSE MUNTINS MAY BE USED { 1 I b 11 / I/ I / II / 11, II \ 11 \- II -\ _ -ACTIVE 25 3/4" D.L.. OPG. 35 3/4" MAX. 4" MAX. HEAD/SILL CORNERS ANCHORS AT TRANSOM ENDS AT 2-1/2" 0.C. (5) FOR INSTALLATIONS INTO WOOD/MASONRY (3) FOR INSTALLATIONS INTO METAL STRUCTURES N 0 sco T LEAF WIDTH (O/X) W1 (SINGLE DOOR FRAME WIDTH) = 21 + 1-5/8" 3z O 75 3/8" MAX. FRAME WIDTH 69 3/8" D.L OPG. 12" MAX. HEAD/SILL 0 x W co a re 0 8 0 `` - -.0 INACTIVE \ / 4" MAX.- HEAD/SILL CORNERS n • / ACTIVE N _/ 0 • ••• ••• 0410 •• • •• • •••• •_ • • SURFACE APPLIED FALSE MUNTINS MAY BE USED PRODUCT RENEWED as complying with the Florida Building Code .0 67 Acceptance n e 2I 7 By 4ccs� Miami Dade Product Control 25 11/16" D.L. OPG. 25 11/16" 72" MAX. DOOR OPNG. WIDTH D.L. OPG. Ertgr: JAVA.D AHMAD CIVIL •FLA. PE 170592 C.A.N. 3536 03 • ▪ h • so • • •1 Z • • • co • Wes•••• 3 �•••li O = cV kh • Tins LJp7m . • z .o = O - v O Q c 0 v c oc 5 c 0 v 0 v 0 8 0 0 0 0 0 c 0 0 41 b. 0 0 1 1 ) drawing no. W04-37 (sheet 2 of 10) • • • • � • • • • • i L _.. ''-`DESIGN‘ LOAD CAPACITY - PSF - -, - ,_ , SIDELITES,.,,.-;..... - ._ _ .-. -. . --- • _; GLASS TYPE SIDELITE WIDTH FRAME HEIGHT 'A' & 'Bt INCHES—_- , _ INCHES.:.- - EXT.(+)/INT.(-)- - 36-1/4 -- 80.0 38-5/8 61-5/8 80.0 80.0 41-1/4 43-1/4 80.0 36-1/4 80.0 38-5/8 85-5/8 80.0 41-1/4 80.0 36-1/4 91-5/8 80.0 80.0 38-5/8 38-1/4 97-5/8 80.0 103 2 1/4" MAX. HEAD/SILL CORNERS SIDELITE WIDTH- MAX! - SEE CHART: AT LEFT 2 1/2" 2 1/2" o .J I I 6 a. 0 J 0 II 11 11 11 11 II II 11 II A r , to SURFACE APPLIED FALSE MUNTINS MAY 8E USED. O.L. OPG. r- NOTE: FOR DOORS CAPACITY SEE SHEET 1 (MAX. 000R FRAME WIDTH = 75-3/8" MAX. DOOR FRAME HEIGHT = 97-5/8") FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOORS OR SIDELITE-- m --- CHART WILL APPLY TO ENTIRE SYSTEM. CO .n HEAD/SILL ANCHORS AT STILE ENDS AT 2-1/2" O.C. (5) FOR INSTALLATIONS INTO WOOD/CONC. - (4) FOR -INSTALLATIONS INTO METAL STRUCTURES -SIDEUTE WIDTH MAX. SEE CHART AT LEFT 2 1 /4" MAX. HEAD/SILL CORNERS o- 2 1/2" I 2 1/2" 75 3/8" MAX. FRAME WIDTH • SIDELITE WIDTH MAX. SEE CHART AT LEFT .i I. 1,,L..LI. t j % 1 I t / 1 1 _ '/' // - - .14 D.L OPG. ,i 11 II 11 — i1—_- --=1r--- " - \ \ \— \ \\ \ '�' // / / / / / / / \ it - - -==1' 1 1 / 1 / I 1__� r- lV ..-,...,-4.-...., - --- _ 11 ' ' It 11 n it I o ' --- l / — — - \ / J1----- \ \ \ —==aF_ I E _ - ACTIVE INACTNE - D.L. OPG. 1 i 25 11/16" O.L. OPG. 72" MAX. DOOR OPNG. WIDTH 25 11/16" D.L. OPG. (0) (OXXO) PRODUCT RENEWED es complying with the Florida Building Code 4..� Acceptance No Sxpiraii n D By Miami Dade Product Control 1 I I D.L. OPG. I 1 I Emir: JA'!AO AHMAD CIVIL FtA. PE 70592 • C.A.N. 3538 •I- ff" 17 )111t • • •• • • • • •• • • • • • • • • •• z V t ) • • re •4 • CC W (/) • •• • 1• •••, U • •• z' '^ •a 04 ••••-. • O N:t• W. . Oa j: 0 • 0 U Q J • cNi t ) c O n 0 8 O Li a. 0 K3 c 0 01 0 O O N 9 p1 O 0 r 0 c 0 0 W b. 0 0 0 0 S� ) drawing no. W04-37 sheet 3 of 101 F:' •. ••...•'. • • • — - LOCK OPTIONS SINGLE DOORS; OPTION #1; 3 POINT LOCK SYSTEM BY 'AMESBURY' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSETAAT: 32" ,FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. OPTION #2; 3 POINT LOCK SYSTEM 8Y 'HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32-1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. LOCK OPTIONS DOUBLE DOORS; OPTION #1; ACTIVE LEAF: _ ,_. 3 POINT LOCK SYSTEM BY 'AMESBURY' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32" FROM BOTTOM KEY OPERATED —ON- EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF 2 POINT LOCK SYSTEM BY 'AMESBURY' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36" FROM BOTTOM OPTION #2; ACTIVE LEAF; 3 POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32-1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF 2 POINT LOCK SYSTEM BY 'HOPPE' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL . SURFACE MOUNT ACTUATING HANDLE AT 36" FROM BOTTOM z in 1/8" HEAT STREN'D. GLASS .090" INTERLAYER • DUPONT 'BUTACITE' PVB 1/8" HEAT STREN'D. GLASS m SILICONE DOW CORNING 795 DOW CORNING 995 GLASS TYPE 'A' PRODUCT RENEWED as complying with the Florida Building Codo Acceptcutcc No Expir lion Date Miami Dada Product onto 5/32" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" INTERLAYER DUPONT 'BUTACITE' PVB 1/8" HEAT STREN'D. GLASS 111111( 10104 // GLAZING DETAIL AT DOOR LEAF / 1 GLASS TYPE 'B' SILICONE DOW CORNING 795 DOW CORNING 995 ST. STEEL METAL SPACER GLAZING OPTIONS ST. STEEL METAL SPACER / GLAZING DETAIL AT SIDELITE Ent.: JAVAE AHMAD CIVIL RA. PE • 30592 CA.N.. 3 '38 1 7 2013 z � N O a eg C O 3 't O ° o C .• �a awe j5 < 6120 "•• • • • • • • .•� •••� .• . ••.•4 • 44 • •. c .o E2 to to to • 1. •••,t d • • •'t Z.••,. pa•••••••b. W ••• 0 "ot =F--r N (No � 1 Li.P M =z M Q c P c C 0 a G O b a (-revisions 0 0 p� O 0 S N N G O N 0 C U O w a 2 c 1 v 0 drawing no. W04-37 (sheet 4 of 10) • • • • • • • .••.• • • ••••• • • • • • . • • • •.•••. RAMS HEIGHT z TYPICAL ANCHORS SEE, ELEVATIONS FOR' SPACING SEDGE DIST, . • 14 S2 1/2" MIN. THROW BOLT PENETRATION ti mot: • i1 L. g N • . ;.a• EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING "EDGE DI 1'. TYPICAL ANCHORS SEE ELEV. FOR SPACING = st 1BY WOOD BUCK - _--_-- N 2BY OR •• WO BUCK 0 STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PRODUCT D the RENEWED orida as complying Buildin; Code Acceptance No Expiration Date 11ennil Dade Product Contra N TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING W000 BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, HILTI KWIK—CON II (Fu=163 KSI, Fy=157 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. WOOD PENETRATION THRU 1BY' WOOD BUCKS INTO MASONRY OR CONC. 1-1/4" MIN. EMBED INTO 'MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONCRETE 1-1 /2" MIN. EMBED INTO CONCRETE 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 1500 PSI MIN. SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE/ALUM COLORED SILICONE. Eng%: JAVAD LAHIMD CAVI Fth. PE 70592 . C.A.N. 3538 . J z g O i- F"w N d il gq 0 PI .51 0 o. « o catiE QiaF lailusag WnQz F • • • • • ,g ••.. ••• 0 • •••, • • • • • • • • • • • w V) 03 , ••••j • •••.ID Z• • n • • .p • ••ti „ ••. _ N•-• co • ^ N Z• •o •• M O " v V Q acN� ( N C 0 C 0 a L W O 8 1 0 8 0 11 n C C lV 0 C 0 O W 0 t O 0 • 0 } drowing no. W04-37 (sheet 5 of 1 (1) ••.... • • • • . .•••.. • • • • •.... • ...... • • • •••••• •. • 1lr r' a •, r►n.�. TYPICAL ANCHORS SEE ELEV. FOR SPACING • • O 0 0 w .•d� .4 •i 2 t• 1 /2" MAX. SHIM ACTIVE ® V4 E6 EXTERIOR D.L. OPG. LEAF WIDTH FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR _SPACING 0 w • • ♦ 1BYJ WOOD BUCK_ _ 1/2" MAX. SHIM INACTIVE (x) LEAF WIDTH TYPICAL ANCHORS SEE E FOR PACING m 0 0 re 0 , 03 0 LOCKS SEE SHEET 4 FOR DESCRIPTION 1 /2" MAX. SHIM LOCKS SEE SHEET 4 FOR DESCRIPTION ACTIVE TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L. OPG. LEAF WIDTH EXTERIOR FRAME, WIDTH_ • . • •••.. !p . 0 •••eiew •... c) • . •.• •...I • ▪ • �w • . •z • -� • • • • .• METAL STRUCTURE 1/4" MAX. • :000- PRODUCT RENEWED the Floridre os complying Building Code Acceptance No Expiration Date Miami Dade Pro uct Control APO 2o17 Engr. JAVAD AMMO CIVIL FLA. PE f 70592 C.A,N. 3 ; 38 I) t't Q re SHIM CO w • ••..4. ••.. Z• • • .ro 3-6- 0— cV•+ _ ±.(V m N i L.•.e1.rn y ft cp CeNM1- ) c C 0 47. 0. U N Q) Z A (n 1 U 1 A r v 0 2 N 8 1.7 0 0 d 0 U 0 W k w 0 0 ro 0 1 si u drawing no. W04-37 (sheet 6 of 1 O) ...•.. � • . • ..••.. . • ..... . . ..•.. ....•. •• ...... 0 41 0 0 2 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING .1♦• •.•• •� p. EDGE'DIST. -: • (O/X) (O/XX) #14 X 1" SELF DRILLING SCREWS AT 4" FROM ENDS AND 12" O.C. MAX. 1/2" MAX. GAP TRANSOM WIDTH EXTERIOR PRODUCT RENEWED as complying with the Florida Acceptance ... i ?• cD 7 .ley MieiidVatic- Ia,du..Control Building Coda to •c No 7II Engr JAVAD At1MAD CIVIL A. PE / 70592 C.A.N. 3538 • . Z 0 r go. a � g Pj; G V qg r G ow 0 004010 . W.zN_a .IX •o .o .W U ....•. z • I W .. .. ••... • • • • • • . •• J CC Lai co" ••.•• 4 V ••.. Z• •. 40, lal w • •• 4 Z • Ls - WIN • •Q.•• zzi o.�v o -J .1 0 c 0 a 0 13 a 0 W 0 -. 0 0 OI 0 8 d N 0 c U 0 W 11. date: 05-09-04 • 0 8 o_ -o i drowing no. W04-37 .•':•:" • • • . ••..•• •-- 1. .. • .•.•.• • • • • .••... • • DEC .( r 2:J t::$ (sheet 7 of 10) u) tsi co TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING d' a• ' a TYPICALANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 4. • •:4. 1 /2" MAX. SHIM D.L. OPG. 1 /8' MAX. - SIDELITE WIDTH g2 8 EXTERIOR D.L. OPG. LEAF WIDTH DOOR FRAME WIDTH (DOOR W/ SIDELITE) PRODUCT RENEWED os complying with the Florida Building Code Acceptance No Ex Miami Dade Product Control • • • •• •••• • •••• • ••• • • • J Costa O Eaa O flija MVO z 1� Q W� r i ••••l . • I W •• •• •••••. • • ♦ • • Q • • •• Enyr: JAVAD AHMAD CIVIL FlA. PE # 70592 C.h.N• 3538 0 •N co In . •••• • V •••• Z.• ••r+ • 3 • U+. ••• Off••. • to cv 2 •- •-•-• o Q 0 U co 01 0 rr cz3 W a) 0 g 2 8 N 2 G O G U C 0 0 drawing no. W04-37 (sheet 8 of 1 0) •••••• • •• •••••• -• • •••••• • . •••.• • ••••• •••••• •• • 000000 • • • 3.000 .090 3.770 . 2.125 .090 TYP. .572 SIDELITE HEAD/SILL TRANSOM JAMB 156 _ —_ 1 687 -al Ix = IN\4 FRAME . JAMB_..__ Sx = 1 024iiii\3 1.750 ¢ 3:1.25 4.000 -_ _- .100 -c.i 10-.562 E4 TOP RAIL Ix = 2.610 IN\4 Sx = 1.363 IN\3 3.750 — E2 FRAME SILL r 1.750 .156- E24 ANCHOR CLIP L 1.875--J DOOR HEAD 4.209 .100 4.125— • HINGE STILE INACTIVE --LOCK- STILE ACTIVE LEAF LOCK STILE r.562 E5 BOTTOM RAIL 1 6.875 TYP. Ix = 1.988 IN\4 Sx = 0.873 IN\3 SIDELITE JAMB TRANSOM HEAD/SILL 1.250 .062 2.025—a1 SNAP COVER GLAZING BEAD -. (LAM.., INSOL. GLASS) ITEM-# NUMBER REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 RD45-023 1 FRAME HEAD 6005-T5 ==E2== R045-024 1 FRAME SILL 6063-T6 E3 RD45-022 2 FRAME JAMB 6063-T6 E4 RD45-004 1/LEAF TOP RAIL 6063-T6 E5 RD45-021 1/ LEAF BOTTOM RAIL 6063-T6 E6 R045-006 2/ LEAF HINGE STILE/INACTIVE LEAF LOCK STILE 6005-T5 E7 R045-002 2 VERTICAL JAMB STOP 6063-T6 E8 RD45-010 AS REQD. GLAZING BEAD (LAM. INSUL. GLASS) 6063-T6 E9 R045-007 AS REQD. GIAZING BEAD (LAM. GLASS) 6063-T6 El RD45-017A AS REQD. LOCK STILE ACTIVE LEAF 6005-T5 El E12 RD45-014 RD45-015 AS REQD. AS REQD. SIDELRE HEAD/SILL, TRANSOM JAMB JAMB AT SIDE LITE, HEAD/SILL AT TRANSOM 6005-T5 6063-T6 E13 RD45-016 AS REQD. SNAP COVER E19 RD45-029 AS REQD. INTERIOR SNAP COVER E20 RD45-030 AS READ. ANCHOR CUP, 8" LONG 6063-T6 M1 R045-M01 4/ LEAF HINGE ASSEMBLY 6005-T5 -•-M3 RD45--M03 AS REQD. FLUSH BOLT AT 3 POINT LOCK M14- W31384NK AS REQD. WEATHERSTRIPPING M20 3/16" x 1/2" x 4" SETTING BLOCK. NEOPRENE M21 M24. RD45-M13 4/ LEAF 1/2" x 3/4" x 4" SETTING BLOCK. HANDICAP OFFSET HINGE ASSEMBLY NEOPRENE 6005-T5 6" FROM EACH END LOWE, DUROMETER 85t5 SHORE A 6" FROM EACH END do MIDSPAN LOWE, DUROMETER 85t5 SHORE•/ ••., • M25 W31421NK AS REQD. WEARHERSTRIPPING /V1• Q375T270 DOOR W'STRIPPING FOAM Q-LON V2 V-059 OFFSET BULB VINYL WSTP. PVC •••• LV4. V-009 BULB W'STRIPPING, DUROMETER 75t5 SHORE A PVC WIBORG, WV-3289 V5 V-065 PEROXIDE THREAD -IN FINGER TREMCO • . • S2 AS REQD. 03/8"-16 X 2" LG. FULL THREAD HX.HD.. 1 PER CONER • GLAZING BEAD E9 (LAM. GLASS) r-1.870-i .860 1.062t 1.995 INTERIOR SNAP COVER .5001 .062 - 1 1.844 .625—1 L- E7 VERT. JAMB STOP 7-S3; - S6 4/ HINGE AS REQD. #12 - 24 X.3/4" LG. PHIL. F.H. MACHINE SCREW #12 X 1-1/4" LG. PHIL. SMS. ST/ST ST/ST HINGE INSTALLATION SCREWS ASSEMBLY FASTENERS 1- SEE SHEET 4 FOR LOCKS OPTIONS AND DESCRIPTION • PRODUCT RENEWED as complying will) the Florida Building Corn Acceptmica 1' o Rxpir, lion Datc Miami Dude Product Control Engr. JAVAO AHMAD CIVIL RA. PE > 70592 IC.A.N., 3538 u Jee" C ib •••• 1 • •o ' •ao w 'y¢••• • nM N •t•• M Q3� te- = o�153 n� N c 0 a=+ a 0 IJ a ff >. d -, 0 c 0 co o L. c 0 0 0 0 8 0 8 0 0 N 0 0 0 c.• 0 scale: 3/8 mg i' w •`o r u drawing no. W04-37 (sheet 9 of 10) OOOOO .• •••••. • . ••••.• • . OOO • . ••.•• •••••. .• •••••. ••••.• •: • • DOOR TOP CORNER DOOR BOTTOM CORNER TRANSOM'TOP/BOTTOM CORNER . Il: SIDELITE TOP/BOTTOM CORNER PRODUCT RENEWED Os complying With the Florida Building Code Acceptance No Eat1pn })ate Miami Dade Product Control LEAF TOP CORNER 1" X 2-1/2" X 1/4" ALUM PLATE LEAF BOTTOM QQRNER Engr: JAVAD AHMAD CML FIA. PE j 70592 CAN. 3538 bEC z g I- w Qs 1 N 8g g gkh0 r.o. J • • • . •.•.i • ••••, • .••. •••.� •w . •• •. ••...• • • • • • • • IJJ N N CO N ••..,1 U .... a Z • •.,G• Lvw. � h N • •f _ • M o -- U Q, t. 0 C d v x N N_ ci z 0 v 8 d C • O N 0 0 N G W 4 T 8 ro 8 b t drawing no. W04-37 (sheet 10 of 10) •..... 000000 • =- . •••..• • • : :: OOOOO OOOOOOO • •..••• • • • •; DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RC Home Showcase, Inc. 2970 NW 75th Avenue Miami, FL 33122 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 "RS-240"Aluminum Sliding Glass Door - L.M.I. APPROVAL DOCUMENT: Drawing No. W03-101, titled "Series - RS240 Alum. Sliding Glass Door (L.M.I.)", sheets 01; 02, 03, 04, 05, 06, 06.1; 07 and 08 of 09, dated 11/10/03 with revision "F" dated 10/10/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Renewal 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 MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315--2599 www.miamidade.aov/economy .... LABELING: Each unit shall bear a permanent label with the manufacturer'C napte or logtr,•eity, state; •: • series, and following statement: "Miami -Dade County Product Control Approver, unless othe$*!se noted'. herein. •• .. . REVISION of this NOA shall be considered after a renewal application has b ;era ii4ed and there has been no change in the applicable building code negatively affecting the performance of thirproduct' • • • • TERMINATION of this NOA will occur after the expiration date or if there ha&bwett a revfkipts qr change„• in the materials, use, and/ or manufacture of the product or process. Misuse of tkis.ANOA as an endorsement.' of any product, for sales, advertising or any other purposes shall automatically terminate thig•Nch. Failrure •: • to comply with any section of this NOA shall be cause for termination and remora! d•b1OA. • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Plptida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0618.06 and consists of this page.1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI•DADE COUNTY APPROVED NOA No. 13-1112.05 Expiration Date: June 24, 2019 �Y Approval Date: December 26, 2013 Page 1 . RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0618.06) 2. Drawing No. W03-101, Sheets 01, 02, 03, 04, 05, 06, 06.1, 07, and 08 of 09, titled "Series - RS240 Alum. Sliding Glass Door (LMI)", dated 11/10/03 with revision "F" dated 10/10/13, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per.FBC, TAS 202T 94 y 4 ; 2) Uniform Static Air Pressure Test, Load mg per FBC, TAS 202 '94 ; 3) Water Resistance Test,.per FBC, TAS'202-94 .�4 4) Large Missile Impact Test. per FBC,ITAS 201-94 , ,., 5) Cyclic Wind Pressure -Loading ,per-rFBC, TAS 203-94 6) Forced Entry Test, per FBC-2411.3.2:1; and TAS , along with marked -up drawings and installations diagram of the aluminum sliding .. glass door, prepared by Fenestration Testing 'Laboratories, Inc. Test, Report No. FTL-5868, dated 08/09/11, signed and sealed'by Marlin D.-Brinson; P. E.!' (Submitted under previous NOA No.12-0618.06), ;.1 L., 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS,202; 94 i, , 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 perfBC,&TAS 201-94 5) Cyclic Wind Pressure Lbading,per FBC,TAS ,4_ 6) Forced Entry Test, per FBC 241:1.3.2.1, d I'QS 20# , 1q along with marked -up drawings and installation .diagram of. the aluaiir1frhsliding�: glass door, prepared by Fenestration Testing Laboratories,.. Test �Iteport No FTL-5427, dated 12/13/07, signed and sealed,by: Carlos S. Ipenclq, P. E.• •.• • ..;, , t „ (Submitted under previous NOA No. 09-0324.92) ,,, i , ;'.' ;. •,., dr 3. Test reports on: 1) Air Infiltration Test, perABC,1TAS: 202-; 4 ; ; _ y 4 r �:3 ry �.� �, ; r 2) Uniform Static Air Pressure Test, Loading far.FBC,.TAS 202 94; • • , ",, 3) Water Resistance Test, per FBC,.TAS 202-04• . a : • • . 4) Large Missile Impact Test per FBC, TAS 24t-•-94 •- _ ° 5) Cyclic Wind Pressure Loading ;per-FBC;- TAS 203-4; ! . ; .. ;, • 6) Forced Entry Test, per FBC 2411.3.2A, and TAS 202-94 , along with marked -up drawings and installation .diagram', of the. aluminum sliding glass door, prepared by Fenestration Testing,:Laboratories, Inc. Test Report,No. FTL-4428, dated 01/11/05, signed and sealed by,Edmundo Largaespada,.P. E. _ g (Submitted under previous NOA No. 05-0815.15)-, ;, � r• Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-1112.05 Expiration Date: June 24,2019 Approval Date: December 26, 2013 E-1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 WindPressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of the aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL-3825, dated 07/16/03, signed 'and sealed by,Joseph C.Chan,.P. E. (Submitted under previous NOA No. 04-0401.03) C. 1. Anchor verification calculations and structural analysis, complying prepared • by Al—Farooq Corporation, dated 05/31/12, signed and Ahmad, P. E. (Submitted under previous NOA No. 12-0618.06) 2. Glazing complies with ASTM E1300-04 F.„ CALCULATIONS i Niss311e i+zipet with, FBC :2010,, * sealedl.by D. QUALITY ASSURANCE :, 1. Miami —Dade Department of Regulatory and Economic Resources (RER): 2 ` cri�;i tr:. E. MATERIAL CERTIFICATIONS . a. 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemoui &_ Co., -Inc.;` i., ssii. for their "DuPont Butacite® PVB Interlayer" dated 04/1141.3, expirinn.ox•1'2/11/15. •• • 2. Notice of Acceptance No.11-0624.02 issued to E.I. DuPonttleNemouts,, -rl; for their "DuPont SentryGIas® Interlayer dated 08/25/1.14eVmg o!1, 61/14/171- �rQ ,_,f,9 •. ...�i• j. • •••••t i.•. AlSim?•-rarta F. STATEMENTS f�} { ....t :.> ...:G . s t•_ .. ; ... V_ 1. Statement letter of conformance, complying with FBC. ,201:0: '13sued.tix: A:1•-Farbb'c�';-r Corporation, dated 10/15/13,signed and sealed b Javad a 3 •j'. E. 2 ; • • rP� y �OS�s = Pk .rri3 . r�,' �:�� 2. Name changed to RC HOME SHOWCASE, INC. as :registered In , the a Florida : • _.. - , Department of State, Division of Corporation, Sunbiz document elated 10/11/13..,� ; ,_.•;. �� •, �, 3. Asset purchase agreement dated 10/01/13, signed. by Mr: Manuel ?,;4 �Kron�Ie- .;;;,:. Kozhaya, Mr. Henry F. Kronfle--Kozhaya, Mr. Raul Casares, Mr. Eusebio Paredest and ,_, t e %, Ms. Nancy Vias. •fi ,z aTrz, out! 4. Statement letter of complying with the Sales of Assets -issued —by RC Aluminumu - Industries, Inc., dated 10/30/2013, signed by Raul Casares,' President., 4> , 2_ ,°:7-.17' fi• z sir . t Jaime D. Ga n P. E. Product Control Section Supervisor NOA No. 13-1112.05 Expiration Date: June 24, 2019 Approval Date: December 26, 2013 E--2 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED-- F. STATEMENTS (CONTINUED) 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter, the Secretary of State. 6. Department of State Certification of MANUHEN ENTERPRISES, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan, the Secretary of State. 7. Laboratory compliance letters for Test Report No. FTL-5868, both issued by Fenestration Testing Laboratories, Inc., dated 08/09/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOANo. 12-0618.06) 8.. Proposal No. 08-1473-R issued by Product Control, dated 05/20/12, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 12-0618.06) 9. Laboratory compliance letters for Test Report No. FTL-5427, both issued by Fenestration Testing Laboratories, Inc., dated 12/13/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09-0324.02) 10. Laboratory compliance letters .for Test Report No. FTL-4428, both issued by, Fenestration Testing Laboratories, Inc., dated 01/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-0815.15) 11. Laboratory compliance letters for Test Report No. FTL -3825, both issued by Fenestration Testing Laboratories, Inc., dated 07/16/03, signed and sealgi•by Joseph C. Chan, P. E. _ ' (Submitted under previous NOA No. 04-0401.03) • •• • • ••• • •••• • G. OTHERS • •• • • • • •••• •••• • • 1. Notice of Acceptance No. 12-0618.06, issued to R.C. Alumietrri Industries; Inc. •fori • .. their Series "RS 240" ,Aluminum Sliding Glass Door - L.M I;'.a»roved off D8/23Yi 2• • and expiring on 06/24/14. ..•• •. • • • • • • • . • • • • • • • • • •• • • • • • • •, Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-1112.05 Expiration Date: June 24, 2019. Approval Date: December 26, 2013: E-3 2 1/2" TYP. 2 3/4" MAX. HEAD/SILL CORNERS 2 ANCHORS AT FRAME SILL E1 2, 3 OR 4 ANCHORS . -AT JAMB,ENDS,__ - SEE CHART ON SHEET, 3 2 3/4 MAX. — JAMB OPTION' W/O ANCHORS HEAD/SILL CORNERS 242 1/4" 000R WIDTH HEAD ANCHORS - _ CLUSTER OF 4, 6 OR 8 5 1/4" AT STILE ENDS 2 : AT 2-1/2" 0.C.- FALSE MUNTIN t%2" SEE CHART SHEET 3 OPTIONAL TYP. (Inl-In, -� . - li,- .-- .I .' _ It II II II II DTI - - - - 71- II I II t1 - Tr - I 1 I 1 — .. 1 �<-_- 1----. / - . , 27 / V -- 4-----mac,--------- 1 1 --, t - t 41-1 /2" I ;Jr- - 1L I n -it- I II - I SERIES-RS240 ALUM SLIDING; GLASS DOOR DESIGN LOAD RATING FOR DOORS TO- BE AS PER CHART SHOWN_ ON: -SHEET: ' 2:_ ....tz USING CHART ON SHEET 3 SELECT ANCHOR OPTION- WITH: DESIGN. RATING MORE THAN DESIGN LOADS REQUIRED: VERIFY UNANCHORED JAMBS; IF USED -AS 'PER- SHEET _LOWER'. DESIGN PRESSURES _ FROM -,GLASS, ANCHORS OR JAMB CHARTS WILL APPLY TO ENTIRE SYSTEM.,:.; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ)._ _ W000 BUCKS BY _OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 1 2 1/2" TYP. • • CLUSTER OF 4 ANCHORS ' 5 iw. 11 1 56 5/8" 56 5/8" 1 D.L. OPG. 62" D.L. OPG. 62 1/4" TYPICAL ELEVATION TESTED UNIT PANEL WIDTH 00 I THESE DOORS ARE RATED 'FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. t " :. I <1.. OXO (SHOWN) XOX (SHOWN) APPROVED CONFIGURATIONS DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING STILE COMBINATIONS CI-InWN IN TI-IFCF nFTA1t C MAY Al Cn RF APPRnVFnt{ (FYAAAPI F nnYYnn) :% i %i :' CCS I CO OXXO (SHOWN) PANEL WIDTH 1.0 PRODUCT RENEWED as complying with the Florida Building Code Acceptance No Ex rretoryD Miami Dade Product Cot irol .05 02.7 - g •. • • • • 1 •1 • •• ••. • •••, • • • •• LAMINATED GLASS LAMINATED INSUL. GLASS LARGE MISSILE IMPACT Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 538 f Or,, (' ? } Z0f3 . nt -. 0 ) 0 a 0 0 l ct• • • • • • •,• • •• -.44 • •• • 4i; co W gi•:•y1 v�z•.4 U ••• Oz"F •N re),- N M O. =Z�•0 O m- VNQJ CC c O ( c 0 0 0) _a 5 z O .0 0 0 0 0 a a an 0 0 om c O 0 W date: 11-10-03 i 1 ) a ♦ V ) drawing no. W03-101 (sheet 1 of R1 ,.• yl{ff€-°i`t ;,3-,.DESIGN LOAD CAPACITY - PSF -GLASS :GLASS" "GLASS- • - TYPE 'A' TYPE -'B' TYPE-' C' - PANEL WIDTH NOMINAL DOOR HEIGHT EXT. (+) ® r EXT (+) ; -- ' EXT. (+) - INCHES - INCHt:5''•' _ _INTL(-)'' :INT. (-) _INT. (-) 30 "' 80.0 - - 80.0. - _ 80.0 -. 36 80.0 80.0 80.0 42 80.0 80.0 80.0 48 80.0 80.0 80.0 54 80 80.0 80.0 80.0 56-1/2 80.0 80.0 80.0 60 80.0 80.0 75.4 66 73.4 73.4 68.6 30 80.0 80.0 80.0 36 80.0 80.0 80.0 42 80.0 80.0 80.0 48 80.0 80.0 80.0 54 _ 96' ---� `80.0 80.0 80.0 _ 56-1/2 - 80.0'7- : - 80.0 - - 80.0 60 ` ' -. 80.0' - 80.0 , 75.4" 66 ' :_ ;;� 73:4- ' ._;•73.4- - 30 ' ,'-E-,` - _-,180.0' i; ii-F.80.0 80.0 36 - t80.0'a` 80.0 80.0 42 :'.780:0 `== - 80.0 80.0 48 _ -- 5-4W 102 I. :° 2' 80.0 • - 80.0 80.0 _ '800F='=,.80.0 80.0 ..__ 56-1/2 ^ 800'i' . 80.0 80.0 .60 .1 r _1 - ;: 80.0 _ _ 80.0 - _ 30 ,, ` 80.0:. 80.0. 80.0 36 80.0 80.0 80.0 42 - u,.80.0 80.0 80.0 48- . _108.- --r:80 0 , 80.0 80.0 ; •80 0 c -E 80.0 80.0 54. 7,. . 56-1/2 , .. 80 0 S :>,_: 80.0 80.0 60 , - s_ ., 80.0,• :. 80.0.. 5/32" TEMP. GLASS 3/8" AIR SPACE 5/32" TEMP. GLASS .090 INTERLAYER DUPONT 'BUTACITE' PVB OR DUPONT 'SENTRYGLAS' 5/32" TEMP. GLASS SILICONE DOW. CORNING 795 a z 2 M m rn 3/16" HEAT STREN'D GLASS .090 INTERLAYER DUPONT 'BUTACITE' PVB OR DUPONT 'SENTRYGLAS' ITEM NO. PART NUMBER -QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 2400ST-038 1 FRAME HEAD 6005-T5 - 2 2400ST-039-, 1 FRAME SILL 6005-T5 - 3 2400ST-042 2 FRAME JAMB (ANCHORED) 6063-T6 - 3A 2400ST-073 2 FRAME JAMB (FREE STANDING) 6005-T5 - 4 2400ST-028 1/MOV. PANEL MOVING HORIZ. BM. RAIL 6063-T6 - 4A 2400ST-074 1/MOV. PANEL ALTERNATE MOVING HORIZ. 80TT. RAIL 6063-T6 - 5 2400ST-029 1/FIX. PANEL FIXED HORIZ. 80TT. RAIL 6063-T6 - ___6 2400ST-026 1/MOV. PANEL TOP MOVING RAIL 6063-T6 - 7 2400ST-027 1/FIX. PANEL TOP FIXED RAIL 6063-T6 - 8 2400ST-024 1/FIX. PANEL JAMB FIXED STILE 6063-T6 - 9 2400ST-022 1 JAMB FIX. STILE/LOCK STILE 6063-T6 - - 10 2400ST-041 1/ PANEL INTERLOCK 6063-T6 - 11 2400ST-025 1 MEETING STILE 6063-T6 - 12 2400ST-012 1 THRESHOLD COVER 6063-T6 - 13 2400ST-011 - SILL TRACK ANCHOR 6005-T5 6" LONG 14 2400ST-019 1 HEAD COVER 6063-T6 - 15 2400ST-031 2 SILL TRACK PLATE (5-1/4" X 1/4" X 5" LONG 6061-T6 AT EACH END 15A 2400ST-031 - 3 SILL TRACK PLATE (5-1/4" X 1/4" X 10" LONG 6061-T6 AT INTERLOCK/ASTRAGAL STILES 16 2400ST-032 - - MTG. RAIL THRESHOLD SEAL 6063-T5 6" LONG 17 #10 X 1/2" - 2 WEATHERSTRIP FASTENERS - - • 18 _ _ V-027 - BULB W'STRIPPING VINYL FP-712 PROTOTYPE • 19 WV-2310 - FLAP WEATHER SEAL VINYL VABORG • 20_ -V-026 = - BULB W'STRIPPING VINYL FP-198 PROTOTYPE • _ _ 21 . W31265NK - - FIN PILE W'STRIPPING - ULTRAFAB • • 22 Q250X270. - Q-LON W'STRIPPING - SCHLEGEL • • 26 100-7101 2/MOV. PANEL TANDEM WHEEL -ASSEMBLY - - WORLD IND. PRODUCTS INTL. : • 27 ,10-0018XX• • . 1 STANDARD SLIDE SET LOCK - WORLD IND. PRODUCTS INTL. • 28 - - 1 LOCK KEEPER - - • - 29 - - DOOR BUMPER - - 1" DIA. X 3/4" LONG 30 2400ST=040 _•AS READ. INSIDE SCREEN TRACK 6063-T6 - 31 #10 X 1=1'/4" 2/ PANEL PANEL ASSBY. SCREWS _ ST/ST - 32 #10. X ' 1=1/4" 2/, CORNER FRAME ASSBY. SCREWS ST/ST - 33 _. L. __.- - ' 1 2 4-1/4" X .060" X 6" LONG PLATE ALUMINUM AT FRAME' JAMB BOTTOM 34 -{-` - - 5/8" X 1-1/2" X .1" PLATE 0 LOCK STILE BOTTOM ALUMINUM FASTENED WITH #8 X 3/8" FH SMS 35 V-061 AS READ. GLASS CRADLE PVC IN SEGMENTS 36 P-0451 AS READ. GLAZING INSERT RIGID PVC - 3/16" HEAT STREN'D GLASS SILICONE • • ' DOW., CORNING. 995; _ DOW CORNING: 791-tr- 5/32"-TEMP. GLASS ;, 7'3/8" AIRtSPACE 5/32" HEAT STREN'D GLASS .090 INTERLAYER DUPONT 'BUTACITE' PVB OR DUPONT 'SENTRYGLAS' 5/32" HEAT STREN'D GLASS SILICONE DOW CORNING 995 DOW CORNING 791 PRODUCT RRNRWED as cwnplyinB with the Florida uitdui8 Code 4 cceplance No _A.-, piroli2n 0^ iamb Dade Product Control '> OPTIONAL FOR GLASS TYPES 'A' & 'C' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05- DEC-21 9 Engr: JAVAD AHMAD CIVIL FA. PE f 70592 CA.N. 3538 '' fY.f 2 5 2.n13 0 °f gI- w 0 O 0 re a IL O t a 0eOlgeo O l<g g cg O LLZN �j ) o• • N` ao • •• es • • • • •:• ••� •• : • •t•:, N •. Q 0,••.LI_ Uw 10 o • di. I z • t. _ J X• N _ le • t N c 0 N .5 c 0 a 1- 0 N 0 W 0 0 i UPDATED FOR 2007 GENERAL REVISION I- .c N 0 h 0 0 In 0 lV a 0 0 0 N N M O 0 0 c re 0 0 4I 1 drawing L.W03 - 1 01 (sheet 2 of 8 ) ) no. ••.••• •• • 000000 • • • • •••••• ••••• • • ••••• ••••.• • ••••:• • • 000000 • "ff GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' • DESIGN LOAD CAPACITY - PSF (ANCHORS) 3 . _''v,• ;.,4 _ is ii•-. -� __ ^ 3/8" MAX. SHIM SPACE i 2" MAX. SHIM SPACE ,; 2: ANCHORS , AT?:JAMB ENDS 3 ANCHORS AT JAMB ENDS 4 ANCHORS AT JAMB ENDS 2 ANCHORS AT JAMB ENDS 3 ANCHORS AT JAMB ENDS 4 ANCHORS AT JAMB ENDS ~____ PANEL WIDTH NOMINAL INCHES :4ANCHORS AT STILE ENDS 6 ANCHORS AT STILE ENDS 8 ANCHORS AT STILE ENDS 4 ANCHORS AT STILE ENDS _: 6 ANCHORS AT STILE ENDS 8 ANCHORS AT STILE ENDS ANCHORS A& B ANCHORS C ANCHORS A& B ANCHORS C ANCHORS A& B ANCHORS C ANCHORS A& B ANCHORS C ANCHORS A& B ANCHORS C ANCHORS A& B ANCHORS C 000R HEIGHT INCHES EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 30 36 42 48 54 56-1/2 60 66" _ _ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ( 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 04 4 80.0 80.0 80.0 80.0 80.0 80.0 77.5 69.6 80.0 80.0 80.0 80.0 80 80.0 74.7 80.0 80.0 80.0 80.0 67.8 60.9 80.0 80.0 80.0 80.0 73.3 66.4 80.0 80.0 80.0 80.0 60.3 54.1 80.0 80.0 80.0 80.0 70.1 _ 63.5 80.0 80.0 80.0 80.0 57.6 51.7 _ 80.0- - 77.6 80.0 80.0 66.0 'u- 59.8 80.0 80.0 80.0 80.0 54.2 48.7 -- 8010 -. , 73.1 80.0 80.0 60.0 c' 54.3 80.0� 6070 80.0 80.0 49.3 44.3 __ _�74.0_- ._ 66.4 80.0 80.0 30 - 36 : 42 ... 48 54 _ 96 ._ 80.0.E 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0.13� 80.0 80.0 80.0 80.0 80.0 75.3 67.7 -:. 80.0 80.0 80.0 80.0 78.6 ..- . 71.1 80.0 80.0 80.0 80.0 64.6 58.0 - 80.0 80.0 80.0 80.0 68.8 ,- 62.3 80.0 80.0 80.0 80.0 56.5 50.8 80.0 76.1 80.0 80.0 61.1 :-. 55.3 80.0 80.0 80.0 80.0 50.2 45.1 ` . 75.3 67.7 80.0 80.0 56-1/2 ... 60 ,- - 66" . 58.4 ._ 52.9 80.0 79.3 80.0 80.0 48.0 43.1 ' - L,72 0 64.7 80.0 80.0 55.0 y . 49.8 80.0 74.7 80.0 80.0 45.2 40.6 - 67.8 60.9 80.0 80.0 50.0 ' 45.3 75.0 67.9 80.0 80.0 41.1 36.9 -61.6 55.4 80.0 73.8 30 -- 36 42 = 48 54 - 56-1 /2 • 60 -- 102 80.0 --• . 80.0 80.0 80.0 80.0 80.0 80.0 76.4 - 780.0 - 80.0 80.0 80.0 80.0. 78.1 80.0 80.0 80.0 80.0 70.9 63.7 80.0 80.0 80.0 80.0 73.9 - 67.0 80.0 80.0 80.0 80.0 60.8 54.6 -80.0 -- 80.0 80.0 80.0 64.7 = 58.6 80.0 80.0 80.0 80.0 53.2 47.8 179.8 71.6 80.0 80.0 57.5 52.1 80.0 78.1 80.0 80.0 47.3 42.5 : 70.9 63.7 80.0 80.0 55.0 iv, • 49.8 80.0 74.7 80.0 80.0 45.2 40.6 ' 67.8 - 60.9 80.0 80.0 51.8 ' f. 46.9 77.6 70.3 80.0 80.0 42.5 38.2 __,- 63.8 =_- - - 57.3 80.0 76.4 30 - 36 w 42 -• 48 .i -,_ 108 _. , , 80.0 _ _ 80.0 80.0 80.0 80.0 80.0 80.0 72.2 80.0 80.0 80.0 80.0 80.0 :�_ 73.8 80.0 80.0 80.0 80.0 67.0 60.1 , .._80.0, ; = 80.0 80.0 80.0 69.8 c 63.2 80.0 80.0 80.0 80.0 57.4 51.6 ;80.0 .,'• 77.3 80.0 80.0 61.1 v , 55.3 80.0 80.0 80.0 80.0 50.2 45.1. ; s 75 3 ; 67.7 80.0 80.0 54 } : 56-1/2 60 54.3 `si; } 49.2 80.0 73.8 80.0 80.0 44.6 40.1 y • - r.67.0f -_ ; 60.1 80.0 80.0 51.9 . - 47.0 77.9 70.5 80.0 80.0 42.7 38.3 - 64.0- - 57.5 80.0 76.6 48.9 ,' 44.3 73.3 66.4 80.0 80.0 40.2 36.1 - - 60.3 -. r 54.1 80.0 72.2 PRODUCT RENEWED :ts complying with the Floc& Building Code Acccpuuice >\o Expituutfn f ate y _- Mioni Dude Product Como Engr. JAVAD AHMAD CIVIL FLA. PE j 70592 C.A.N. 3538 ( CE 2, 5 2.g13 .. • •. ••. ••. • • • . .. 0 C 0 5 L COMP-ANL\W93-101RC' N •• ___I • •.$ • ••:. • t^, D•• • 3 Il .... o •N• tt taw) ;470 •rn M��." �• =Z.• •. O " Urcj,Q -1 0 a o 0, a, W 6 0 z 0 y .0 v 0 .13 m O 0 O 0 IN g a NN M 0 0 0 C 0 0 0 Id s 0 `e C drawing no. W03-101 • • •••••• . • • •..••. `. ••••. . . ••••. •••••• • ••..:. • • OOOOOO - . (sheet 3 of 8 Vl M TYPICAL ANCHORS IN CLUSTERS 0 MTG. STILE & INTERLOCK ENDS SEE SHEET. 3 FOR QUANTITIES 0 a O J 0 • .EDGE DIST. - Q 4 4 • 4 • 1BY WOOD BUCK TYPICAL ANCHORS IN CLUSTERS 0 MTG. STILE & INTERLOCK ENDS SEE SHEET 3 FOR QUANTITIES o_ I--'`) = o tWN Z O i1 11 I .I 11 II 11 11 11 11 11 II JIB r-- II • 9 I+ II II II 11 q 11 II I I •1 II II ii 2 C"▪ Y: 11 4- -.SCREENS 0 I _ 4 IN 4 .4 a 4 TYPICAL ANCHORS CLUSTERS OF 4 MTG. STILE & INTERLOCK ENDS c. a ° EDGDIST. . • • a . ,IL �y iy. f_ 1 1 IIIWri u u 1 11 1 I UJ ILIL =_ II 11 11 II II II 11 d. 1 11 I 1 I 1 // /// —�//// II II II o .4 ..I 4 e < d 0-1 Z 11 II - 11 11 11 II 11 II SCREENS OPT. SEALANTS: ALL FRAME AND PANEL JOINT. INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE/ALUM COLORED SEALANT. LOCKS: SURFACE MOUNT THREE PLY HOOK LOCK BY 'WORLD INDUSTRIAL PRODUCTS' AT 41-1 /2" FROM BOTTOM WITH KEEPERS AT LOCK POSITION. WEEPS: 011 = 2-1/2" WEEP NOTCH AT SILL CENTER W2 = 7/8" NOTCH AT EACH END WfTH ALTERNATE MOVING PANEL BOTTOM RAIL 11 .I II 11 f t// L - 1 r PRODUCT RENEWED • • • • • .o.s complying with the Florida • POURED & HARDENED HIGH STRENGTH GROUT Pc — 5000 PSI MIN. NOT BY RC HOME SHOWCASE MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS IN CLUSTERS OF 4 0 MTG. STILE & INTERLOCK ENDS Aeteptf lce No a - Ptir�" 4 Mlnmi Dade Product Control Engr: JAVAD AMA!) CIVIL RA. PE 1 70592 C.A.N. 3538 f't i.: fl(`'1' '1 r anin 4 to Z S i• s I ego u. • g \Ii 0 el o a og o catire L a111 46221 • • • 00• •.t 1 •.• • ••• 1.77e • p 1J7 : • • 1 • • •� N ce w t c O N co • •1v WW' • . • • . (0 J p Zj •Iri ;•• IO 1:::; Ufa c U to 0 NO CHANGE THIS SHEET Z W 0 •••.•. •, • • • • • • • ••.•• • • • • . • . • • • 1i1 0 v 0 0 {'1 r 0 1., 0 0 O c m U 0 W LL 0 _ga drawing no. W03--101 (sheet 4 of 8 ) 1/4" X 3/4" SCREWS V ,12 TYPICAL ANCHORS IN CLUSTERS 0 MTG. STILE & INTERLOCK ENDS SEE SHEET 3 FOR QUANTITIES EDGE D 28Y W000 BUCK OR 0 D STRUCTURE `' Fes' 7?L ASC 4R' .O M 0z w wz y 0 TYPICAL ANCHORS is IN CLUSTERS 0 MTG. STILE & INTERLOCK ENDS SEE SHEET 3 FOR QUANTITIES MIAMI-DADE COUNTY APPR'D MULLION SEE SEPARATE NOA TYPICAL ANCHORS IN CLUSTERS 0 MTG. STILE & INTERLOCK ENDS SEE SHEET 3 FOR QUANTITIES EDGE DIST. arAmorawirwitrarsAirAmor WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM- TO -THE BUILDING STRUCTURE. TYPICAL ANCHORS:— stE ELEV. FOR SPACING TYPE 'A' 1/4" DIA. HILTI KWIK-CON II (Fu=163 KSI, Fy=157 KSI) INTO 2BY WOOD BUCK' OR WOOD STRUCTURES 1-1/2" MIN. W00D'PENETRATION THRU 18Y WOODtBUCKS INTO! MASONRY OR -CONC. 1-1/4" MIN.; EMBED INTO MASONRY OR CONC. TYPE 'AA' 1/4" DIA. HILTI 'KWIK CON II (Fu=163 KSI, Fy=157 KSI) DIRECTLY INTO MASONRY OR' CONCRETE 1-1/2" MIN.• EMBED, INTO _CONCRETE AT HEAD & JAMBS 1-3/4" MIN. EMBED-INTOL, CONCRETE AT SILL 1-1/4" MIN. EMBED INTO. BLOCK TYPE 'B' -1/4" DIA. TEKS=OR-SELF- DRILLING SCREWS (Fu=92 KSI. Fy=120 KSI) INTO METAL STRUCTURES-y STEEL : 1/87 THK.. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. MASONRY f'm = 1500 PSI MIN. PRODUCT RENEWED as complying with the Florida Building Code Acceptance No Expiate MMiami Dude Product Control METAL STRUCTURES 11 `'7a 05 (202 7 Engr: JAVAO AHMAO CML FLA. PE % 70592 C.A.N. 3538 11 / t. nf"h L' 91113 lllli �.';3 u • ••, • •••• • •• •• •••• • • •M • • •� • •g W W •. 0) C 0 description UPDATED •FDR.2007---F9C 0 Y 0 b 0 O O O 0 O 0 C a W 4 0 1 drawing no. W03-101 •••••• • • •••••• • • •••••• • • ••••• • • ••••• ••••••• • 000000 • •r :••••• . • (sheet 5 of 8 i t.: PANEL WIDTH- D.L.O. Mgr 13 1/4" X 3/4" SCREWS 1/2" MAX. D.L. OPG PANEL WIDTH . DOOR WIDTH SHIM TYPICAL ANCHORS SEE ELEVATION FOR SPACING ._TYPICAL- ANCHORS SEE ELEV.. FOR SPACING METAL STRUCTURE 1/2" MAX. SHIM ALTERNATE TO JAMB FIX. STILE EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. ' SHIM 1 u • • 4 tt . WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. lVJ PANEL WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK 1/2" MAX. SHIM O.L.O. �vl PRODUCT RENEWED ns complying with the Ftodsla Building Code .. Acceptance No - - fix pjson,Date Miami Dade Product Contro DOOR WIDTH � .05 rzOi7 V • : •E: •4 •• •4•• • • • • , 1• Engr. JAVAD AHMAD FLA. PE j! 70592 C.A.N. 3538 L}lam it• C w C 0 COMP-ANL\W03'--101RC CO •••••1 •••• ,� • •.t • W LI V)•�••• V „ u Q�•• • 0=N•*t =HEN N w' .v,r M o2 • •- M O, , U �' ¢ -J 1 l C 0 0 N N 0 fll 1, Z 6 N_ tal Z `g 1 4-4 0 0 N ri O! O 0 N N 0 0 O 0 C U 0 W 1 0 0 1 O L Z Edrawing no. 1W03-101 {sheet 6 of 8 •••••• . • •••••• • • ••••.. • • •••., oo • oo • ••..,, . ' •••.:• • ••••.. • • . UNANCHORED JAMBS DEFLECTION AT 80 PSF PANEL WIDTH NOMINAL INCHES 000R HEIGHT INCHES DEFLECTION INCHES 30 36 42 48 54 56-1/2 60 66 80 .075 .087 .099 .109 .117 .120 .124 .129 30 36 42 48 54 ._.56-1/2 66 96 .157 .186 .212 .236 .258 _ .266 .278 .286 36 42 - 48== = 54 _56-1/2 `60 102- -__ .201 .238 .272 .305 .334 .346 .357 30 36 42 48 54 56-1/2 60 108 .254 .301 •.345 `"- .387 .426 .441 a E1 i -- r FREE STANDING JAMB FIXED SIDE Ix IN-4 Sx 1N-3 5.9630 2.5527 FOR A GIVEN PANEL WIDTH/DOOR HEIGHT DETERMINE JAMB DEFLECTION AT 80 PSF FROM CHART ABOVE. WITH THIS DEFLECTION DETERMINE MAX. GAP USING CHART BELOW FOR SEALANTS WITH 50% AND 100% STRETCH. JAMB OEFLECTION-lN. MAX GAP INCHES 50% 100% .280 .433 .250 .420 .600 .375 .560 .600 .500 .600 .600 .625 .600 .600 .750 .600 .600 .875 .600 .600 1.000 NOTE: DATA IN THIS SHEET MAY BE USED TO QUALIFY SEALANT TO BE USE AT UNANCHORED JAMBS. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL. EXTERIOR u MAX. GAP 4 4, •4 SEE CHART - FREE STANDING JAMB OPERABLE SIDE SILICONE DOW CORNING 790 DEPTH = 3/8" MIN. PRODUCT RENEWED as complying with the Flor&In Building Cork Acceptzutce No .L, a E � u>1.IT-y, f (2011 Miami Dada Precinct Conlro UPTO 1/4" MAX, GAP FREE STANDING JAMB FOR JOINTS GAP LESS THAN 1/4" USE BOND BREAKER TAPE SEE DETAIL ABOVE 3/8" X 3/8" BOND BREAKER TAPE SIUCONE ••• OW CORNING lap. Engr. JAVAO AHMAD CML FLA. PE 1 70592 CAN. 3538 • ••• •••. • • • • • • . CC 0 i 3 J Q I 0- 0 U C •Q cn too it w CO • • • •••• Ww • VW••: • 1v;v • „T O •� in c O .y > c 0 a 0 4) 4) 0 ,n 0 N 0 G d 0 C W k ) to 0 , :), Ldrawing no. W03-101 (sheet 6.1 of 8 • C- V �Ili J o .. 1.684 5.499 -- _ _. e r2.235 .500 � S.Ot6..:_. 1.913 1.475 544 625 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 PAX. (305) 262.6378 COMP-ANL\W03 1.792 : - -_ 188 • .... i• 1 • . • •... 100 30 INSIDE SILL TRACK 1.875- {{ I 18P - .125 375 .062 -•i.344 L L .125 .090 TYP.. 2.673 4.612 8HEAD 2.187 COVER 2.085 2.493 0 FRAME HEAD F.260 2.684-� 3.000 .078 2.647 Y 100 4.562 -- 1.906 1.764 1.564 2.062 .078 .257 3A FRAME JAMB (FREE STANDING) 078 1.613 -4001.391 t'7_. I 23 062 ;- 1.391 r ) O 1.000 LOCK 1.274-oI STILE SERIES—RS240 ALUM SLIDING•GLASS•De@F RC HOV SHOWCASE 2970. T.W. 75T4 AVENVE • •• • •• MIAM1"FL.��312:_•.;�,• •• I " TEL:, (305) 392-6214 :FAX..(388') 4t4-1582 - _.._......_� ,,i r-569--i___ • • __ _®_.___FIX. _ �I.344 TOP RAIL O MOV _ 1.569-.1 TOP --RAIL I - - - 1.768 - 1.906 500 •• • .• •••i 2.313 .062 1.474 • . •. ••• • .. • " t t .,gam 1.606 ,J1:56 . MTG: STILE 2.53i .078 1.913 . .... : . • • L ` } i; TL718T -• _9_ • L-1.374 -...1 8 ALT. MOVING BOTTOM RAIL • • . • .500 - 1.828 .2t - .. - t L_, --.125 rm.-T 1.792 J 2.594- - - _ -. - 2.378. 062 2.313 _. 5,i _ �.062� �_ Rw1.396 PRODUCT RENEWED as complying with the Florida Building Code iJi� n S 0 INTERLOCK 2.750 r , (revisions: _ ) I description NO CHANGE THIS SHEET REV. PER BCCO COMMENTS UPDATED'FOR 2007-FBC a GENERAL REVISION F s `= t; ce i t.063 '1.250t I-1.374 -«l 1.564 094 4.574'' _. :. ; ;2 -.090 __.__ r s _y> -- _ - 1.674 y nc • 0 FIX. BOTTOM 'RAIL . O MOVING BOTTOM RAIL1YP' 1.076 - .FRAME- ` Y' .(ANCHOREp) 1,.. ,, _ Expot1 Date fG Q 9 Miami We ProdttctContro _. 2.520 - . E_ s• .125 IYP. 250 ` . 3.375� _ " ` n v ^ s o E ^ _a a v ^ �1; ` U Engr: JAVAD AH61AD CIVIL FLAC.A.N. 538 , .. 1 i '.� J ~ r ;s OCT' 25 l013 -.062 -TYP. 2.688 1.375 r.250 .587 687 } 13 � SILL 1.234 ANCHOR ( ) .437 drawing no. W03-1 01 5.562 0THRESHOLD FRAME SILL ! ��2.498� 12 � COVER (sheet 7 of 8 FRAME TOP CORNER FRAME BOTTOM CORNER PANEL TOP CORNER PANEL BOTTOM CORNER PRODUCT RENEWED as complying whit the Florida Building Coda -. Acceptance No ti,,D1te Iiy ..----v Miami Dodc Product Control Engr. JAVAD AHMAD CIVIL FLA. PE jl 79592 CA.N. 3538 (u.1 t J 21113 • • •• •••• • •••. •••• ••••� • 00000 • • • • . • • 4 •• • ) CO • •••4 ee •� CC W CC •• ••6 ••• t V +++• • • =H N • rd7 N 't•• 3� 2 dS_ U N ¢-11 in c 0 .5 t_ C O 0 N REV. PER BCCO COMMENTS UPDATED FOR..2007 ,FBC 4-0 O 0 0 0 lV 0 O 0 O O 0 i O Li i 0 Io 1 O 0 0 • 1 • v drowing no. W03-101 (sheet 8of 8 ••::•• •• • •.•••. •••• --. ••.•._ •=--- •••••• • • 00000• • ••••••• • ' '_�.•..�. _ AFA Company, Inc Prepared By: AFA & COMPANY, INC. PROFESSIONAL LAND SURVEYORS AND MAPPERS FLORIDA CERTTFICATE OF AUTHORIZATION No. LB 7498 13050 SW 133RD COURT MIAMI. FLORIDA 33186 E-MAIL: AFACO cBBELLSOUTI NET PH.• 305-234-0588 FX' 206-495-0778 Abbreviations of Legend. AVE. -AVENUE ASPH -ASPHALT A/W =ANCHORD WIRE A/C =AIR CONDITIONER BLDG -BUILDING B. COR. -BLOCK CORNER CAL -CALCULATED C.B. -CATCH BASIN CLF -CHAIN LINK FENCE CONC. ..CONCRETE COL. -COLUMN C.U.P. -CONCRETE UTILITY POLE C.L.P. CONCRETE LIGHT POLE CBS -CONCRETE BLOCK STRUCTURE C.M.E. -CANAL MAINTENANCE EASEMENT D -DELTA D/W -DRIVEWAY D.M.E. -DRAINAGE & MAINTENANCE EASEMENT ENC. -ENCROACHMENT E.T.P. -ELECTRIC TRANSFORMER PAD F.P.L. -FLORIDA POWER AND LIGHT F.H. -FIRE HYDRANT F.I.P. -FOUND IRON PIPE F.F. -FINISH FLOOR DH/F =FOUND DRILL HOLE FR -FOUND REBAR F/D =FOUND DISC FIN =FOUND NAIL 1/F =IRON FENCE L-LENGHT C.M.E. -LAKE MAINTENANCE EASEMENT L.F.E. -LOWEST FLOOR ELEVATION LP. -LIGHT POLE MEAS. -MEASURED M.H. -MAN HOLE M/L =MONUMENT LINE N.O.V.D. -NATIONAL GEODETIC VERTICAL DATUM N.T.S. -NOT TO SCAI.F O.B. -OVERHEAD ELECTRIC LINE O/L -ON LINE P.C.P. -PERMANENT CONTROL POINT PM. -PARKING METER P.C. =POINT OF CURVATURE P/W PARKWAY PL. =PLANTER P.O.0 -POINT OF COMMENCEMENT P.OB -POINT OF BEGINNING R =RADIUS RES -RESIDENCE R/W =RIGHT OF WAY S.D.H. -SET DRILL HOLE S/N -SET NAIL S.I.P. -SET IRON PIPE SDWLK -SIDEWALK ST .STREET T =TANGENT U.E. KITI.rrY EASEMENT W/F -WOOD FENCE W.V. =WATER VALVE W.U.P. -WOOD UTILITY POLE WOOD FENCE -IRON FENCE ...CBS WALL =CHAIN LINK FENCE -OVERHEAD ELEC. CENTER LINE -EASEMENT -DENOTES ELEVATIONS -BUILDING -DISTANCE EfIE CATCH BASIN ® -WATER METER • =STATE ROAD -US HIGHWAY INTERSTATE —x—x—x- 03 0 A -MONITORY WELL y U), a 0 Conc.' D/W., 25.00' NE 92nd Street Int • NE 10th Ave. : 'F/N k56 rip a 5- co co f N kt. Ia S O rn 8 a 0 0 CD k�• 35.00' N 0015'00' E Oak D-1.10' H-20' SP-20' Oak H-20' SP-20' -u CO W.U. ktO N 0015'00' E F/N Block Corner 4't 35.00' W.U.P� W.UP. Anchor Y2' RP No Id 0.17' 0.13' 0.02' v-C + ` 3.5' CBS 0.11' Wall NN.616 O pp 25.0' Mango pD-2.0' 5 H-1 SP-15' 0.09' Column Typical kf 25.0' o�. o Yz' FIP N r No Id w w w Lot 18, Block 3 BELVIDERE PARK PB 16-71 0 co 60.51' N 0015'00' E I A "6 �- k� A� Mango— — — D-1.5 H-15' SP-15' Mango D-2.0' H-15' SP-10' 60 53' k1� Mango D-2.5' H-18' SP=18' ONE STORY GARAGE rn _ 705 eg1tco sr rn ' k� �o \` --.V-V V V vV kprp Lot 23, Block 3 BELVIDERE PARK PB 16-71 Conc. D/W 7.30' "p //v t // N 0015'00' E flLaiy��-LU,V� Graphic Scale I" = 01 CLF r4 1 VHigh kf N N Terrace Mango D-1.8' H-20' SP-14' CLF }/ 5' High �l W/F J k11 6' High Avocado D-2.0' H-20' SP-13' 3' CBS Wall fA 230.00' CO CBS Bldg. TWO STORY CBS HOUSE RES. 0070 2,228 8gft. u31 3'x3' 1r // x 230.00' 1 N Lot 27, Block 3 BELVIDERE PARK PB 16-71 n) Lot 4, Block 3 BELVIDERE PARK PB 16-71 CLF \ 4' High x Ix ( Oak D-22' H-40' t25 SP-35 Septic Tank Area 49.69' Fiicu8 D-1• .2' ,6'12 H-12.' SP-15' Avocado D-2.2' H-30' SP-20' A A k� N Lot 1, Block 3 BELVIDERE PARK PB 16-71 C..n. Y2' FIP No Id O0 006 Ficus D=1.2' H=12' SP-15' k�61 Ficua D-0.70' H-12' SP-12' Y2' RP D/W • . No Id Mango D-1.10' H-30' SP-10' 25.00' N 0015'00' E W.U.P. Oak D-t5' H-20' SP-20' Oak D-1.0' H=15' SP-10' W.UP. N 00'15.00E 25.00' k F/N klkNI F/N: 25 00' Location Sketch N.W.S. r------------Northeast 93rd Street -- I N 0 W Z 8 7 6 5 4 -7/7 1 27 BELVIDERE Q COURT7 26 9 10 11 12 13 14 15 16 17 18 j 23 24 25 A/ / ,/ - - - Northeast 92nd Street ----- / CERTIFIED ONLY TO: Alfonso del Castillo and Ana Maria Jimenez Garrido, h/w Biscayne Bank, its successors and/or assigns Old Republic National Title Insurance Company Isab 1 S. Martinez, Esq. LEGAL DESCRIPTION: All of BELVIDERE COURT, according to the Plat thereof, as recorded in Plat Book 39, at Page 11, of the Public Records of Miami -Dade County, Florida, together with all the improvements thereon, formerly known as Lots 2, 3, 19, 20, 21 and 22 in block 3, BELVIDERE PARK, according to the Plat thereof, as recorded in Plat Book 16, at Page 71, of the Public Records of Miami -Dade County, Florida ELEVATION INFORMATION National Flood Insurance Program FEMA Elev. Reference to NGVD 1929 120652 0306 HXn 09-11-2009 N/A 12.00' 12.19' Comm Panel Panel # Firm Zone: Date ,of Firm: Base Flood Elev. F.F1o'or Elev. Garage Elev. Suffix: 111,11 Elev. Reference to NGVD 1929 JOB # 16-597 DATE 06-27-2016 PB 39-11 Surveyors Notes: #1 Land Shown Hereon were not abstracted for Easement and/or Right of Way Records. The Easement/Right of Way Show oT Survey are as per plat of record unless otherewise noted. #2 Benchmark: Miami -Dade County Public Works Dep. N/A #3 Bearings as Shown hereon are Based upon Southw::st 5th Street, N90°00'00"E #4 Please f'ee Abbreviations #5 Drawn i)y: M. Pio; A. Torres #6Date: 7-20-15; 2-29-16; 6-27-16 #7 Completed Survey Field Date: 7-18-15; 2-26-16; 6-24-16 #8 Disc Nd2016, Station Surveying Scion #9 Last Re ✓ised: #10 Zoned Building setback line not determent AFA & Company, Inc 1 4-0 PROPERTYADDRESS: 1070 Northeast 93rd Street Miami Shores, Florida 33138. •• • ••4 • • • • • •••• ••••.• .• • • •••• •• Surveyor's Notes:... � • • • • •' . •. #11 the herein captioned Prosei v' was surveyed ancrdescribed baled • on the Legal Description Pr?,', jed by Clied�t.• • • .....: #12 This Certification is Onlg rot the lands as�Ljraciiiljefi. it is not a certification of Title, T•oing,•F;Lsements, or Freedom of • • • • " encumbrances. ABST-f{[1CT Na5T REV$5�VE • • • • • • • #13 There may be additional- Restrictions not SaoWn o.s this sure; • • • • that may be found in:1lb pRbfil Records of Said County • Examination ofABSTRAGl1' IF TITLE will have to be made to • determine recorded istruments, if any ak`'kcjia:t4is property * ... g. #] 4 Accuracy: • • • • • The expected use ofla iu• as classified iY the Mingnum teclhacel. • standards (5J-17.050), is residential. the minimum relative' • distance accuracy for this type of boundary surJe•y is 1.0 foot in 10,000.00' feet. the accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. #15 Foundation and/ or footing that may cross beyond the boundary lines of the parcel herein described are not shown hereon. #16 not valid without the signature and original seal ofa Florida Licensed Surveyor and Mapper. additions or deletions to survey maps or reports by other than the signing party or parties. #17 Contact the appropriate authority prior to any design work on the herein described parcel for building and zoning information. #18 Underground Utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. #19 Ownership subject to Opinion of Title. Professional Surveyors & Mappers LB 7498 13050 S.W. 133rd Court Miami Florida, 33186 E-mail: afaco@bellsouth.net Ph: (305) 234-0588 Fax: (206) 495-0778 This certifies that the survey of the property described hereon was made under my super- vision & that the survey meets the minimum technical standards set forth by the Florida Board of Profsssiona'. Land Surveyors & Mappers in Chapter 5J-1 1.050 of Florida Ad.y.:nis'r.uiv' Code, pursuant to Section 472.027, Ylurida Statutes. & ?hat the Sketcl hereon is a true and ac^ulnte rer:esentaiion thereof :o the best ot' my ks.'wk ige and Belief, subject to notes a'drotatizas shown hereon. ando F. Alv 1Suri,eyof ripper #5526 State rida Not Valid unless Signed & Stamped with Embossed Seal From: "Torres, Diana" <Diana.Torres@flhealth.gov> Subject: RE: Confirm address Date: October 12, 2017 at 2:00:35 PM EDT To: Alfonso del Castillo <acastillo@sekura.net> Alfonso, Below you can find the application with the site plan submitted and the approval letter. Let me know if you need something else. Thank you. Diana Torres Florida Department of Health in Miami -Dade County Administrative Assistant I Email: Diana.Torresfa?flhealth.gov Phone: 786-315-2444 Mailing Address: 11805 SW 26 STREET Floor. 01 Room: 120 MIAMI, FL 33175 How is my customer service? Please let me know by taking our survey: http://www.surveymonkey.com/r/dohmdsurvey Our Mission is to protect, promote & improve the health of all people in Florida through integrated state, county, & community efforts. Please note: Florida has very broad public records law. Most written communication to or from state officials regarding state business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. PDF PDF 20171013105322.pd 20171012135725.pd f f 177KB WO KB Mission: To protect, promote & Improve the health of an people 1 t5nda through integrated state, cg n11Y & community efforts. �IC311dd HEALTH Vision: To be the Healthiest State in the Nation Rick Scott Govemor John H. Armstrong, MD, FAGS State Surgeon General & Secretary February 11, 2016 Allstate Diversified 25525 SW 141 Avenue Homestead, FL 33032 RE: Modification to a Single Family Residence No Bedroom Addition Application Document Number: AP1222542 Centrax Permit Number: 13SC-1657442 1051 NE 92 Street Miami, FL 33138 - Dear Applicant, This will acknowledge receipt of a floor plan and site plan on 01/29/2016 for the use of the existing onsite sewage treatment and disposal system located on the above referericed property. Interior remodeling only. No objection letter was issued by C. Icaza on 02/11/16. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is not adding a bedroom and that it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (305) 623-3500. Sincerely, CarloWicr za Engineerllll Department of Health in Dade County Florida Department of Health in Dade County • • , Florida PHONE: (305) 623-3500 www.floridaheaith.gov TWiTTER:Heai hyFLA FACEBOOK:FLDepartmefitoMHealth YOUTUBE: fldoh STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [ ] Nee System [XX] Existing System [ ] Repair [ ] Abandonment APPLICANT: ALFONSO DEL CASTILLO PERMIT NO. 592* DATE PAID: - k%10 FEE PAID: _ 71.!PTets_ Holding Tank [ ) Innovative Temporary [ ] AGENT: ALLSTATE DIVERSIFIED ENGINEERING, INC TELEPHONE: 305-234-5222 MAILING ADDRESS: 25525 S.W. 141 AVE HOMESTEAD, FL 33032 TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(n) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIOi8. s_c--a---a--= PROPERTY INFORMATION * a ==_--***-=v=-=------...=zs-__*._===== LOT: N/A BLOCK: N/A 'SUBDIVISION: BELVIDERE PLATTED: 1921 PROPERTY ID #: 11-3205-016-0010 ZONING: N/A I/M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE: 0.528 ACRES WATER SUPPLY: [ ] PRIVATE IS SEWER AVAILABLE AS PER 381.0065, FS? [Y / N] PROPERTY ADDRESS: 1051 N.E. 92 ST MIAMI, FL 33138 PUBLIC [X]<=2000GPD [ ]>2000GPD DISTANCE, TO SEWER: N/A DIRECTIONS TO PROPERTY: TAKE I-95 NORTH TO EXIT 95 ST MAKE RIGHT GO EAST TO 10 AVE.MAKE IT RIGHT AND GO TO PROPERTY BUILDING INFORMATION [XX] RESIDENTIAL Unit Type of No Establishment 2 3 4 S.F.R. [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 3 2,725 INTERIOR REMODELING ONLY [ ] Floor/Equipment Drains [ ] Other SIGNATURE: GUILLERMO SUAREZ JR SM 890-86 DH 4015, 10/97 (Previous Editions May NO CHANGE IN THE EXISTING FLOW DATE: 01/27/2016 ed) ONLINE VERSION Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Permit Application Number PART II - SITEPLAN Scale: Each block represents 10 feet o ^ i 0 SYP II r +owe wee Via+ • `Fa Notes: --T-�--- V There are no pertinent features on adjacant proffer ies sand ac}rrro the s rent that may affect system installation. Site Plan submitted by: GUILLERMO SUAREZ JR SM 890-86/ Plan Approved By Not Appro, Date U t' ld-th lq County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015, 10196d(Reptaces'HRS-H Form 4016 which may be used) (Stock Number:' 5744-002-4015-6) Page 2 of 4