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J r rr fif QR _ ". �i• r � .iU �.��x''� tr�`�l )�5 i��Ll } �;„��- .-A■( _ P Fl­ r- ELL _ YF ry h k15, +. 5:4F2lYil �R�MMY++ 4s J�� . � rvr eL�!i._EM+�" !ifk+4+'«s•�wd�'Yf�:y9?�'�rf�Mk+a.�k=�l��i. 211: _ an 0aJ {y:;La •'',L M.E% , � go� r J{. n sr yt (�, too y q( clt .,. milli" miami shores Village rim 0 9 Building Department l,OR1pA 10050 N.E.2nd Avenue COPY Miami Shores, Florida 33138 Tel: (305)795.2204 l-{- 0— 2.-3c�8.5 Fax: (305)756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST uilding permit card. I es + Egress,Mquired and Certificate of Elevation—(Sealed by surveyor). Expiration date required on the form. certificate of Insulation. V ertificate of Soil Treatment(Final treatment-original)\ CHAPTER 2913-5 TERMITE PROTECTIO : is u g has received a complete treatment for the prevention of subterranean termites.Treatment is in accordance with the rules and lawp established by the Florida Department of Agriculture and Consumer Services." `-Health Department Approval Letter On septic or private water). Note:jfthe house is on septic tank, approval letter is required from Health Dpt. oil GGmpaction Letter(Density report is requi 11 V.' PFG?00A. ce [cation letter from the Engineer/Architect(on masonry,trusses,special structu tc) Backflow preventor certificate(Required on commercial prolec s o Declaration of use. (Recorded in Miami-Dade Cleric of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO(Without 24 Hrs Processing)Additional fee is$80.00. • Temporary CO(Up to 90 days max)$75.00. • Residential CO$150.00 • Residential CC$50.00 • Commercial CO and CC$200.00 j Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-263646 Permit Number: RC-9-15-2395 Inspection Date: July 19,2016 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: KING, ROGER&JUDITH Work Classification: Garage Enclosure Job Address:137 NE 105 Street Miami Shores, FL 33138- Phone Number (305)_- Project: <NONE> Parcel Number 1121360050120 Contractor: STAR CONSTRUCTION CO INC Phone: (305)893-4101 Building Department Comments CONVERT GARAGE TO STUDY&LAUNDRY Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed E] Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 July 19,2016 Page 1 of 1 7210 SW 126th Court, Aniano J. Garcia, PLSM Ph(305)856-4566 4 Miami,Florida 33183 Fax(305)595-1454 . Land Surveyor & Planner agarcia297@aol.com �••� Property Address: Boundary Survey 0000.• ..... Scale 1"= 20' .. . ••• . 137 NE 105th Street, Miami Shores, Florida 33138 s..... •0: ....: Legal Description: .00000 0 • 0000 .... .• • • Lot 12, Block 201, of "DUNNING'S MIAMI SHORES EXTENSION 0000.• ;0.000 00000 No 1", according to the Plat thereof, as recorded in Plat Book 41, at00;00; : ••:•• .. .. .:.. 0000. Page 51, of the Public Records of Miami-Dade County, Florida. 966009 0 •• 0000.. 0000. --————————— ————— .-.-'� —.-.-.s-- . t�G l� �`�-� 10' Asphalt 15' Wide Alley UP FIP Pavement Sgg°37'38"E 75.00' o 01" n/liami Shores Village ...... _. _. _. _. No ID _.._.._.._.._.._.. .. 00_00 . _.._.._.._.._.._. _. _.. APPROVED BY DATE � FIR 0.2' Cone T OE —— „ 24.0' 0.4' ZONING DEPT � � No ID 9.90, �> in 07 ori 41. BLDG DEPT j < "iavers P Garage N N S;11f1111-CT TO(Y)MI11 IAN(,F WITH ALD_F f 1)f HAI IAIi AND('OIINI'(H1,ifI Ar 11) flGl�1AII(lN' 4• , -- -------- 9.86' 0 @ Approximate os --i I Edge of Water 'a { i o Wood Deck C6 Wood Water g �► N $ Deck Feature LO v M J - Cone Wood Deck Stoops 0.2' Lot 11, Block 201 15'6 1o.61' D.1' w O to R ,0 0• I Lot 13, (� j O Sc ed 1 L11 Block 201 N o ore O O > O -10.01 - 9.5' 9.4 N © I O I z I--0.3' Conc StoopsResidence o N 0 Lot 12, # 137 PI 0 N Block 201 1.5' °� rz z1-m —I ° 0.3' p I o 0.4' I Porch 4 m N9.91' 10.9'4 in Well J -x n 14.8sw Pump 14) 11.93'itLO E - 1 WI N G N FIR FIP _——— S89'35'23"E 225.28'_1 ——— No Np ID 0�#„ BOB r S89035'23"E 75.00' 5' Sidewalk No ID (BC) �o m a 25' Parkway n � Pavement This survey is certified only to the entities listed 17' A and only for this particular transaction.Any use or — NE _1 s haft 5th Street— — reproduction of this survey without the express (75' Total R/W) written permission of the surveyor is prohibited. Use of this survey in any subsequent transactions is expressly prohibited and is not authorized. The surveyor expressly disclaims any certification to any parties in future transactions. No entity There may be easements and/or other other than those listed should rely upon this survey. instruments affecting this property, recorded in the Public Records not shown on this survey. LEGAL NOTES Da of Field Work 05-11-2015 For This Survey does not reflect or determine ownership; Examination of the Abstract of Title will After Built (Final) Survey 07-18-2016 Ro er S. King and Judith Berk have to be made to determine Recorded Instruments, if any, affecting the property;(shown, Survey is subject to dedications, limitations, restrictions, reservations or easements Aniano J. G 5105 Legal Description provided by client; The Liability of this Survey is limited to the co Survey; Underground Encroachments, N any, are not shown; This firm has not attemNot valid ut the sig Inure locate footing and/or foundations and/or underground improvements of any nature; and tl� ginal raised se I Bearings are referred to an Assumed Meridian; If shown, Elevations are referred toof a FI ida licensed sury or Geodetic Vertical Datum of 1929 (NGVD 1929) and .mapper I Order No 15-0183 A = Arc Length; AC = Air Conditioner, AE = Anchor Easement; = Block Com = Bench Mark; BOB = Basis Of Bearings; (C) = Calculated Dimension; CB = Catch Basin; CBS = Concrete Block Structure; CFW = Concrete Fence a ; H = Chord Length; CHB = Chord Bearing; Cl = Clear, CML = City Monument Line; U) CME = Canal Maintenance Easement; Cone = Concrete; DE = Drainage Easement; DME = Drainage & Maintenance Easement; Dr = Drive; E = East; Elev = Z Elevation; ENCR = Encroached; ETP = Electric Transformer, FDH = Found Drill Hole; FIR = Found Iron Rod; FIFE = Finished Floor Elevation; FH = Fire Hydrant; FIP Z O = Found Iron Pipe; FN = Found Nail; FT = Feet; LME = Lake Maintenance Easement; LB = Licensed Business; LFE = Lowest Floor Elevation; LP = Light Pole; (M) Q H = Measured Dimension; ME = Maintenance Easement; MON = Monument; N = North; NGVD 1929 = National Geodetic Vertical Datum of 1929; NTS = Not To Scale; 0 Q OE = Overhead Cables; OH = Over Hang; ORB = Official Record Book; o/S = Off Set; Pb = Plat Book; PC = Point of Curvature; PCC = Point Of Compound WW Curvature; PCOR = Property Comer, PCP = Permanent Control Point; Pg = Page; PL = Planter or Property Line; PLS = Professional Land Surveyor, PLSM = O Professional Land Surveyor and Mapper, POB = Point Of Beginning; POC = Point Of Commencement; PRC = Point Of Reverse Curve; PRM = Permanent Reference W m Monument; PT = Point Of Tangency; R = Radius; (R) = Recorded Dimension; RLS = Registered Land Surveyor and Mapper, R/R = Rail Road; R/W = Right Of J m Way; Sec = Section; T = Tangent; S = South; SIP = Set Iron Pipe With Cap Stamped PLS 5105; UE = Utility Easement; UP = Utility Pole; UTY = Utility; Q W = West; WF = Wood Fence; WM = Water Meter, VIN = Water Valve; q = Centeriine; —x— = Chain Link Fence; ®= Concrete Wall; ' = Degrees; o = Central Angle; 0 - Diameter, ,10' = Existing Elevation; ' = Minutes; " = Seconds;—//— Wood Fence; Unless otherwise noted, found markers had no identification INSPECTION RECORD POT Olv s--r PermitNO. RC-9-15-2395 �t{ORES j Miami Shores Village _ Permit Type:Residential Construction t n 10050 N.E.2nd Avenue Miami Shores,Fl 33138-0000 Work Classification:Garage Enclosure Phone: (305)795-2204 Fax: (305)756-8972 �CORiop, Issue Date: 1/7/2016 Expires: 07/05/2016 NmW INSPECTION REQUESTS: (305)762-4949 or Log on at https://bidg.miamishoresvillage.comlcap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1121360050120 Owner's Name:ROGER &JUDITH KING Owner's Phone: (305)= Job Address: 137 NE 105 Street Total Square Feet: 220 Miami Shores, FL 33138- Total Job Valuation: $ 10,000.00 Bond Number: 2950 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM-6:00PM.NO WORK IS ALLOWED ON Contractor(s) Phone Primary Contractor SUNDAY OR HOLIDAYS. STAR CONSTRUCTION CO INC (305)893-4101 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED, PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. zk WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF Fk COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL ZONING PLUMBING INSPECTION I DATE I INSP INSPECTION DATE INS P INSPECTION DATE INSP Foundation Zoning Final Stemwall ZONING COMMENTS Rough Slab Z6 Water Service Columns 1st Lift ��' 1 2"d Rough Columns 2nd Lift TopOut Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing__ Sewer Hook-up Bucks 4 Roof Drains Windows/Doors ELECTRICAL Gas Interior Framing �f INSPECTION DATE INSP LP Tank Insulation : �-/A-,Temporarypole Well Ceiling Grid 30 Day mporary Lawn Sprinklers Drywall Pool Bonding Main Drain Firewall Pool Deck Bonding_ Pool Piping Wire Lath Pool Wet Niche Backflow Preventor Pool Steel Underground Interceptor Pool Deck Footer Ground Catch Basins Final Pool lab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling Rough X— u Driveway Rough ! PLUMBING COMMENTS Driveway Base Tele hone ou h Tin Cap Telephone Final Roof in Progress TV Rough Mop in Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final MECHANICAL ADA com liance Alarm Rough INSPECTION DATE INSP FINAL Alarm Final Underground Pipe DOCUMENTS Fire Alarm Rough Soil Bearing Cert Fire Alarm Final Rough Soil Treatment Cert Service Work With Floor Elevation Survey Ventilation Rough Reinf Unit Mas Cert EL"ECTRICALMMENTS Hood Rough Insulation Certificate Pressure Test Spot SurveyFinal Hood Final Survey Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum MECHANICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Fnal Alarm IIYStII:A'�1St1�G£RT[FI .AT . BUILDINGPERMITNo.: RC15-2395 pMjed Name: KING Job Ad&tm:137 NE 105 ST.,MIAMI SHORES,& We.the unders'lgned,hereby"dify that thenUML WSWAIM has been installed in the above referenced Project. in compliance with the Fest edition of the STATE OF FLORIDA tlTTlFtt[:Y Cnnr the APP ©Y .n and Plans, and in-accordance with good constrtiction pmt. The Insulation bmished and installed has the characteristics shown below:(Chock only applicable boxes) Cf�1 1)• >✓xtedor CBS Walls Insulation:Rd•2 (Min.):Materirf:Foil Radiant Insul. Thickness: 1/2" inch(es}: Density: tb/tt.Mfg. Fi-Foil M .Co. [� 2). Exterior FrarnaMetal Stud Walls:R• (Min.):Material: Thickness: inch(es); Density: IWR: Mfgr: 3). Exterior solid concrete walls:R- (Min.):Material. 7hickness: inns(es): Density: IWR:Mfgr, C:1 41 Interior UrAts separating A/C from turn-AIC spaees bmtation:R (Min.) Material: ; Thickness: Wces(es); Density: ib/A S). >MR.Tt•FAMR MIDf,HTil\[-s',(3NS ti m ONt YON[Y- 'IyeCt3MMW JftdY1Wvttlt separating different tenants shag be insulated as follows: CBS or Conrn a walls&.3 ice)by Energy Code requirements. Ste ENERGY CODE,Rev. 187,paragraph 903.2(b),on page 4-17,latest edition.These 'minim m <.xds�ana." art not included is the Energy Calculations,but shall be installed in the field. Q 6). Above deck type ROOF iNSULAT70N:R- (min.)Material:�� Thickness: inces(es); Duuity IW11. Mfgr. MI 4 Ceiling insulation:R- 30 (Min.); Material:Fiberglass Batts Thickness: 9" inces(es); Density: Ibtfl; MfZr. Owens Coming 8). NOTE-Densities of sprayed-on,Loose fill,or any other composed-on-site insulation shall be the P.C.F.(Ib/113)average of three(3)*DRY SAMPLES'of actual installation Make photocopies of this sheet in your office,as required for future jobs. Installed by: N/A N/A Insulation Company Name Insulation Contractor Signature Insulation Contractor CC M: ' oeted on: O.CI Builder. Star Construction Co., Inc Company NameuitTJ/2016 gnatun T ' Building Contractor CC M.CRC010047 Certified on: Date IWOMI two" LM--rMI row� Notice o(As required by f9orida Building Code(FBC)104.2.6)f Preventative Treatments for Termites 400, PestControl Street8310 SW 43rd 155 Phone: . \ 137 NE 105n t - - Addrew of TreatmentTreatment 7/6/16 00 Gonzalez pm Mike ��++ • ate Time Applicator Premise 75 Imidacloprid 10 Gallons Product Used Chemical used(active ingredient) Number of gagons applied � N Horizontal . AdioinincT Slab treatment,Sfte of treatment(Honzontal,Vertical.Adjoining Slab,retreat of diatirbed area) As per 104.2.6-If soll chemical barrier method for termite prevention is used,final exterior treatment shall be completed prior to final building approval. if this nonce Is for the final exterior Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-251510 Permit Number: RC-9-15-2395 Scheduled Inspection Date:January 26,2016 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Slab Owner: KING, ROGER S JUDITH Work Classification: Garage Enclosure Job Address:137 NE 105 Street Miami Shores,FL 33138- Phone Number (305)_- Parcel Number 1121360050120 Project <NONE> Contractor. STAR CONSTRUCTION CO INC Phone: (305)893-4101 Building Department Comments CONVERT GARAGE TO STUDY&LAUNDRY Infractio Passed comments INSPECTOR COMMENTS False Inspector Comments Passed AvZJ ��f*KJ 'A Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid January 25,2016 For Inspections please call: (305)762-4949 Page 30 of 41 Ir- Notice of Preventative Treatments for Termites Florida Building Code(FBC)104.2.6) C `IIIrequired by 4000. Pest Control Co. R! { 6 & Street * Miami, FL 331155 1 •� Phone: i 5-221-3149 137 NE 105 - -Address of Treatment or LoMlock of Treatment �y 11 /16/16 1 1am Gonzalez ' " 1. Date_ Applicator CProduct Used Chemical used(active ingredient) Number of gallons appliedC 1 200 SFStage of treaftent Percent Concentration Am ftmated(square feet) Unear feet treatod (� Horizontal & Adioining Slab (Horizontal, rc :at of disturbed (� treatrriont shall be completed prior to method .. it <t L!l rUS South Engineering & Testing Laboratory,, Inc. 14345 Co mmarcs Wey, Miami, FL 33016 Phone: 305.556.2586 1 Fax:305.362.4659 Tested by: Larry DATE: 01.20.2016 Project: 16-0018 REPORT OF FIELD DENSITY TEST (SOIL COMPACTION) CLIENT: Star Construction CO.,Inc j PROJECT: Residential Property 2155 ME 124th Street j 137th NX 105th Street North Miami,F133181 Miami Shores,Fl 7., r — F r t r i t t+�'{■/<ti rr m"r r c 6 m ���� � OtL i 1a4'D Yeltsi., oqi Lt ;iqomU�#1VXoistuxe`r r 15009 LIIVIESAND 106.4 13.6 FIELD DENSITY TEST ACCORDING TO ASTM METHOD D-2�9(y22-71 y 1., ,i,f�Sl�Vr �' p if �_ f u.7 r��f��i w�,r G t�� aii Di►!A�WI�, '`��,Li7,R� 1 t�S7.l�1C �r i��r 1 CENTER OF RHOME FLORIDA ROOM ADDITION 15009 FINAL 104.6 11.4 98.3 PASS 95 1219 AU P=PASS F=FAIL. FT=FOOTING SG=SUB-GRADE BC=BASE COURSE MH=MAN HOLE Respectfully submitted, Ghasem K-havanin9 Florida registration#419515 • EMMOM■M■■■■■ ®■M■■■■■■U■■ ProjectDate: ®■■■■■■■■■■M Client No.: 16-0018By: Larry EM■■■■■■■■■■■■ 'Project Name: Residential Property Project Location: 137 N.E 105th Street Project City &State: Miami Shores, Fl ®ME ■■.MM■■MEMMMM■ ®�mom■■NOINMEN ■1 Sample Method: D-1557 PSF: Proctor No.: 15009 EM■■■■■■■■■■■MEN ■■■ EE■MUM■■ME■■■■MMax. Dry Density: 106.4 EM1EMMMMMMMMMMMMMM 0 - EM■M■■M■■M■MM■■■■■■■ ®«M ■■ME■■M ■ Optimum Moistur [mo■�E■■ ■U■NE■�■■�■N � �. N ■■■■■■�OMEN�� - M• ' ����■ ■■■■■■�■MEMO■■ ®■■■■1M■■■M■■■■MM■M■■■ Description: ®■■NE■.M■■■■EM■M■■■M■■■ ®' ■■MM■■■M■■■ERMU■M■■■■■■■■ m■■■■«■■ I■��r0 M■M■■■M■■M■ON■MM■NEEMEM■■■■N■■ ■■■■���0 ■■■M■M■M/MM■M■M■■■M■ 10■■■M■■■ M■■■■■E■■■■E■■■■■E■E■■■ U.M.E.E.E.I.M.MMMEME, 10ME■S■■■ME■ MM■■MM1MM■■Mr■«M■M■i M■■■■��■�������■■■■�■���■■■■■■���■■ M■■E■ ■�■■■�■■■■�■�■■■■■�■��■■■■�■�■ EM■■■■■ ■■■■��■t�■r■�■r����■■■■■■er■■i��■ wwMK■t■■■M1MMM■M■■t■■N ■ ■EM■■■■EM■t■■ M■ ■EMEMIUEMEMM®®®®mmmmmm®®m®mmmmm®mmo®A®mmmM CHARLES C. MITCHELL, P.E. CONSULTING ENGINEER 924 N. FEDERAL HIGHWAY HOLLYWOOD,FLORIDA 33022 TELEPHONE:305336- 9 STATE OF Fina LICIOME S FSE 11127 January 23,2016 Miami Shores Village Building Department 10050 NE 2Ave. Miami Shores Village ,Fl.33138 RE: Floor level adjustment. King Residence 137 NE 105 STREET Miami Shores,Fl.33138 NOTE: The property owner has rcquesW that the floor level of the conversion area be one step{6.5 inches} below the main floor level as needed to increase the sill height at windows for furniture clearance. The new floor will be at 11.9 ft.NGVD or 1.2&above highest C.O.R. This ex=ds the min.8"above the C.O.R.requirement for a property in Zane"X". Revised plans will be m-submitted to Miami-Base County Department of DERWs for review and will be on site for Final Vis.Pleas allow the construction,to continue at this time.l have no objection to the change. Thank you. `wttt tttttls C. Ntj oi,. Sincerely yam, + r * I No. 11127 d STATE W 4r C> C.Mitchell P.E.#11127 ��s j 0 .. ti'i'a��e�• i��tttttttttt���� CHARLES C. MITCHELL, P.E. CONSULTING ENGINEER 924 N. FEDERAL HIGHWAY HOLLYWOOD, FLORIDA 33022 TELEPHONE: 305.336.5069 STATE OF FLORIDA LICENSE*PE 11127 July 7,2016 Miami Shores Village Building Department 10050 NE 2Ave. Miami Shores Village ,Fl.33138 RE: Permit#R015-2395 Garage Enclosure to King Residence 137 NE 105 STREET Miami Shores,Fl.33138 Final Certification: After reviewing construction documents and as built construction I can say to the best of my knowledge and professional judgment that the completed work as performed is in conformance with the approved plans and meets the requirements of the 2014 Florida Building Code. Sincerely yours, �c Charles C.Mitchell P.E.#11127 Xa \ Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 9 as i 1 a Phone: (305)795-2204 �.�� f� 1� ,„� � � ����;� K�`���.'�� u£ Expiration: 07/06&/2016 Project Address Parcel Number Applicant 137 NE 105 Street 1121360050120 Miami Shores, FL 33138- Block: Lot: ROGER&JUDITH KING Owner Information Address Phone Cell ROGER&JUDITH KING 137 NE 105 Street (305)--- MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 10,000.00 STAR CONSTRUCTION CO INC (305)893-4101 __m____ _ �...w._. Total Sq Feet: 220 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Review Mechanical Date Denied: Review Electrical Type of Construction:CONVERT GARAGE TO STUDY&L Occupancy:Single Family Review Electrical Stories:1 Exterior: Review Planning Front Setback: Rear Setback: Review Plumbing Left Setback: Right Setback: Review Plumbing Bedrooms:3 Bathrooms:3 Review Building Plans Submitted:Yes Certificate Status: Review Building Certificate Date: Additional Info: I Review Structural Bond Return: Classification:Residential Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF $6.00 Invoice# RC-9-15-57152 c CCF Fee $50.00 01/07/2016 Credit Card $920.00 $50.00 DBPR Fee $4.50 09/21/2015 Check M 15090 $50.00 $0.00 DCA Fee $4.50 Bond#:2950 Education Surcharge $2.00 Permit Fee $300.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $15.00 Technology Fee $8.00 Total: $970.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWiAulthoriz—offiStanature: VIT: I that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating consnin rmore,I authorize the above-named contractor to do the work stated. January 07,2016 Owner / Applicant / Contractor / Agent Date Building 6epartment Copy January 07,2016 1 k� r Miami Shores Village RECRTW �r> SE Z 12019 Building Department BY: --- lOQSQ N.E.2nd Avenue,Miami Shores,Florida 33138 °\\ Tel:(305)795-2204 Fay(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 , FBC 20 l� BUILDING Master Permit No Q/_1 P PPLICATION Sub Permit No. BUILDING C ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL CHAWCa r-1 PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: -7 P- l 'r Citv: Miami Shores County: Miami Dade Zip: 13 Folio/Parcel#: _Z 13 �--®Qj - 011'1_0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type::T Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): "R"G�7_Tz- 4 Phone#: 3 OI'. Address• I �, -7 0 _ G� I C9r S-(_ M City: q k.LAA.I C State: Ea7 zip: Tenant/Lessee Name: 18- Phone#• Email: c ( , CONTRACTOR:Company Name: A,4,j_T,LV 6-C, �1 f- Phone#: Address: �( 1 -2— 4 O 1 city: o l M i State: '-- - Zip: CI Qualifier Name: �- A � �_ ��@ Phone#:3 State Certification or Registration#:�62�' ®� _Certificate of Competency#: DESIGNER:Architect/Engineer:(, 4�n.l,; I-A— Phone#: C-A Address: �a'y � City. U UP0(0 A.Stater rZ - Zip: 3 3 Value of Work for this Permit:$ 10, V V 0 Square/Linear Footage of Work: Z Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: (f0 kPJ 6- P-`C CT V t v/ I 4-u 0 �. Specify color of color tthi`u We: Submittal Fee$ C;0-®L Permit Fee$ ice �� CCF!' 1, CO/CC$ 63 Scanning Fee$ f S", (2 jQ Radon Fee$�.C CJ DBPR$ L� � Notary$ Technology Fee$ Training/Education Fee$ 2_, Double Fee$ Structural Reviews$ - Bond$ TOTAL FEE NOW DUE$ . 00 (RWsed02/24/2014) 1?20 a M r Bonding Company's Name(if applicable) (/ Bonding Company's Address 0941A 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$250, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure"I be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this i '2-0 day of k.'LA yby day of� 20 by �it �Zs6 o is personal) o Len Aaa ,w is personally knozvdto me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: r' . i„ +•o, c! ''fie. Sign: '� _ Sign: ' Print: Print: t� Seal: ��aBFs� l Seal: AA � O de APPROVED BY f Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) ' IS `Fi r 2 2 a ME'�+++iii�*.+. eK y�� r r '� M ' , 3S Y 2� Y 1 b EA 0 b. CyVN SBC. •. BUSINESS PAYMEtir,RECD STARIMMIRUCt10NC0�'INC : SU iNGCONTf Cr{ gYTAxa�c�ec .. �� 2 ?CRC01 , •$45.00 07/16/ �rt>:C�z _ 1594 ;Besla�s' Reosipt pa eut of 1I I Beslam Tex The e of tlbe tyoy�d�o Holder aay eal� uy PT l a�va a al reh bac ` r� r RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY Y STATE OF FLORIDA DEhAN TENT OF BUSINESS AND PROFESSIONAL OULATION RT CONS7RUC-nQN INDUSM UCENSING BOARD Tfae;12 SIDENTIAL_CONTRACTOR Natxled below IS CERTIFIED, UladE a pl�avisions;o#Chaptff 4M FS. dater „ AUG31,2016 o 4 ' w x .�.a _ ... _. _.... ....._.. _,...a.-,..•.e...�,w ...�. _ ...K _6 'Ott ^� ��. ISSUED: 07/0112014 DISPLAY AS REQUIRED BY LAW SEQ# L1407010001746 09/01/2015 17:49 FAX 3058939865 STARCO 9001 a /• CERTIFICATE OF LIABILITY INSURANCE s1/2015W THIS CERTIFICATE iS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED 13Y THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If The certificate holder Is an ADDITIONAL INSURED,20 PORRAWS)must be endorsed. N SUMMATION IS WANED,subject to the tenns and conditions of the policy,certain policies may require an endorsement. A sfaterront on this aertirwate does not confer rights to the ate holdw In Ileu of such wW s. FR mer insurance Agency,Inc, � 6 3775 NW 124 Avenue 954-731-5566 F 954731-8438 Coral Springs Fl.33065 oerr<tsca roemeMns com I ANIh E MAIC s A!Natlonal Builders n Co. 16632 Fri STARC-1 JqmmB; Star Construction Company,Inc c s 2155 NE 124 Street North Miami FL 33181 111OWWRO. Ei F: CEltTIFiCATE NUMBER:2078182271 REVISION NUMBER: THIS Is O CERTIFY THAT THE OLICIES OF INVURANCE LISTED SE40W 14AVE BEEN ISSUED TOTHE INSURED NAMED ABOVE FOR THE POLICY PERIOD MICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDW BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH PoLicieS,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CtAtMB. 5 •r0600INSURAMM .. PouGlf �WF POFJCY udRIS A X O4 ROrAL SAL UAEAdTY Z—ft "b GLP W21=07 5!612015 52018 LJ aAwsaAm 1ENCE 31 ovQ,Ooo oCtxm oISES aom, w $700,000 bIEDEXPAn o= Isw+) $ cm P IAL&ADVIN LRY 3i,t)o0= IqGE WL AGORWATE uMITAPPUES PEk 46NERAL AGGREGATE 52000.000 P4xw❑ ❑Loc OTI$!ft I'RODtICT9• AtiG LZZ00d,000 AUTOMOKLE LUMu Y ANYAMO I S "WNED I=LY INJURY(P-Pwwh) 3 90E6LY it�UURY(par aeettlenq 5 F612EDAUrOS ASS 3 a u�6LLA LlasoGov� . 3 EXCM LM HCM EAc'� r 3 �D 5 REGATE AAND w0RPQ=GoMPMwAT=IZINUMm,LEABUM YIN VCV W71182O58 81311201$ S►$T2018 X 3 ANYwmsmomwm RIM in NH)EK RM? N L I11IA E.L.EAf.}EA�IDENr St00.000 mss, r EL DISEASE-EA EWIPLOYE 3100.01 DF�I�PTFE OF oP6R/1 bebw E.L.DIS1348E-Po11CY LINT Swo.ow tESCIRPnoN OF OPUMTIONS 1 LC=71=1 vEF6G E8(AOM W1,Ad UGNW Rnm4;Sehe&ftbeII a meCe is rev+d l Cer rifled Residential Contractor, License#0RC010047 -CERTIFICATE HOLDER CANgELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFQRB RMWW Shores Village Building THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH TIME POL=y pROVFlh1pN& Miami Shores FL 33138 AUTHOWWREPREWITAME -f -'�ao ACORD 25(2014101) 1988-"14 ACORD coRpoRATEON. All fights reserved. The ACORD nanhe and Ingo are regk"red rtmrks of ACORD ! f Hr 5 N90 10050 N.E. SECOND UND AVE. �ORlDA MIAMI SHORES. FLORIDA :13138 2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 DAVID A. DACQUISTO,AICP PLANNING DEVELOPMENT ORDER File Number: PZ-7-15-2015210 Property Address: 137 NE 105`h Street Owner/Applicant: Judith King Address: 137 NE 1051h Street Whereas, the applicant Judith King (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. Whereas, a public hearing was held on September 17, 2015 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) Approval is granted as shown on the plans submitted and made a part of this approval to convert a 200 sf attached garage to an exercise and laundry room. 2) The applicant to maintain 2 legal parking spaces on the plot. 3) 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 Page I of 2 DO-PZ-7-15-2015210_King the building official. Required erosion control measures must be in place prior to footings inspection. 4) Landscaping shall be compliant with Division 17 of Appendix A, Village of Miami Shores Code of Ordinances. No new landscaping is proposed 5) Ground cover must comply with the provisions Division 17 of Appendix A, Village of Miami Shores Code of Ordinances, artificial turf is specifically prohibited. 6) Applicant to obtain all required building permits before beginning work. 7) 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/HRS)as required. 8) 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. 9) Applicant to meet all applicable code provisions at the time of permitting. 10)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. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami-Dade County Codes, the applicable building and life safety codes required for development,and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 17th day of September,2015 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Yes Mr. Glinn Yes Chairman Fernandez Yes , l- mac'("� - .. _. Date Richard M. Fernandez Chair, Planning Board Page 2 of 2 DO-PZ-7-15-2015210 Kine 0 To: Miami Shores Building Department 10050 NE 2"d Avenue Miami shores FL 33138 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, that Roger King and Judith King, jointly and severally (hereinafter referred to as "Principal") has made, constituted and appointed, and by these presents does make, constitute and appoint Leonard Feldman of Star Construction Company, Inc. (hereinafter referred to as "Agent"), true and lawful attorney for Principal and in the name, place and stead of Principal. This Power is given to enable the Agent to legally represent the Principals and to take all actions necessary and to execute any and all documents, applications and permits in connection with the issuance of Electrical, Mechanical and Plumbing Permits under Master Permit No. RC-9-15-2395 regarding the property at 137 NE 105d' Street, Miami Shores FL 33138 The Principal exonerates the Agent from liability for all non-negligent acts of the Agent. All acts done by Agent pursuant to the powers conferred herein, shall have the same effect and inure to the benefit of and bind the Principal. GIVING AND GRANTING unto said Agent full power and authority to do and perform all and every act whatsoever requisite and necessary to be done, as fully to all intents and purposes as the Principal might do, hereby ratifying and confirming all that said Agent shall lawfully do or cause to be done by virtue of these presents until this power is revoked or terminated by the Principal. IN WITNESS WHEREOF, the hand and seal of the legal representative of the Principal has hereunto been affixed this day of December 2015. RE N J ITH KING STATE OF FLORIDA COUNTY OF MIAMI DADE The forgoing Power or Attorneysw to and su before me this day of December byPv6;ft4 TVb,1tt rn,6kwh di did not n oath. Notary Pub c STATE OF LORIDA My Comm' ion Expires:., 6roti r..,a, 5�uR9Fs � .o. Miami Shores Village 061%, Building Department �tpR`YpA P y 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 l r R0—V5- 23" Fax: (305)756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST k-`Building permit card. `''Surveys(2 copies) Final as built-Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+Egress, required parking spaces,Wheel stops,stripping, and all paving to exterior. Certificate of Elevation-(Sealed by surveyor). Expiration date required on the form. ce/�rtificate of Insulation. wtertificate of Soil Treatment(Final treatment-original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites.Treatment is in accordance with the rules and law,as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter(On septic or private water). Note: the house is on septic tank, approval letter is required from Health Dpt. oil paction Letter(Density report is required) inal certification letter from the Engineer/Architect(on masonry,trusses,special structure,etc) Backflow preventor certificate(Required on commercial projects only) Declaration of use. (Recorded in Miami-Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO(Without 24 Hrs Processing)Additional fee is$80.00. • Temporary CO (Up to 90 days max)$75.00. • Residential CO$150.00 • Residential CC$50.00 • Commercial CO and CC$200.00 To: Miami Shores Building Department 10050 NE 2"d Avenue Miami shores FL 33138 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, that Roger King and Judith King, jointly and severally (hereinafter referred to as "Principal") has made, constituted and appointed, and by these presents does make, constitute and appoint Leonard Feldman of Star Construction Company, Inc. (hereinafter referred to as "Agent"), true and lawful attorney for Principal and in the name, place and stead of Principal. This Power is given to enable the Agent to legally represent the Principals and to take all actions necessary and to execute any 'and all documents, applications and permits in connection with the issuance of Electrical, Mechanical and Plumbing Permits under Master Permit No. RC-9-15-2395 regarding the property at 137 NE 105 ' Street, Miami Shores FL 33138 The Principal exonerates the Agent from liability for all non-negligent acts of the Agent. All acts done by Agent pursuant to the powers conferred herein, shall have the same effect and inure to the benefit of and bind the Principal. GIVING AND GRANTING unto said Agent full power and authority to do and perform all and every act whatsoever requisite and necessary to be done, as fully to all intents and purposes as the Principal might do, hereby ratifying and confirming all that said Agent shall lawfully do or cause to be done by virtue of these presents until this power is revoked or terminated by the Principal. IN WITNESS WHEREOF, the hand and seal of the legal representative of the Principal has hereunto been affixed this day of December 2015. IJRTEN IH KING STATE OF FLORIDA COUNTY OF MIAMI DADE 7� The forgoing Power or Attomey swo to and su before me this day of December by& h di did not n oath. .J Notary Pub c STATE OF LORIDA � � yq` My Comm' ion Expires: 6 �s U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the Instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Roger S.King and Judith Berk Policy Number A2. Buildin�Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number. 137 NE 105 Street City Miami Shores State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Lot 12,Block 201,DUNNIN'S MIAMI SHORES EXTENSION No 1,PB 41,PG 51 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Lat.25.871725° Long.-80.194899° Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 9 A8: For a building with a crawispace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspac a or enclosure(s) 13301 sq ft a) Square footage of attached garage 2201 sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 9 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 13901 sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State Village of Miami Shores 120652 Miami-Dade Florida B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086CO302L L 09-11-2009 Effective/Revised Date Zone(s) AO,use base flood depth) 09-11-2009 X na B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date:na ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,ARIA,ARAE,AR/A1-430,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized:County BM No.N-567 Vertical Datum: N.G.V.D.1929 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 ❑NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawispace,or enclosure floor) 10.0 ®feet ❑meters b)Top of the next higher floor 11.92 ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) na. ®feet ❑meters d)Attached garage(top of slab) 1 ,.64 ®feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 10.57 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 10.3 ®feet ❑meters g)Highest adjacent(finished)grade next to building(HAG) 10.6 ®feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support na. to feet ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by taw to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by ag ® Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name rcia License Number 5105 'p Title LpAurveyor&Mapper Company Name naf` ress 7210 SW 1260 City Miami State FL ZIP Code 33183 Signature Date 05-11-2015 Telephone 305-856-4586 MA Form 33(7/12) See reverse side for Continuation. Replaces all previous editions. ELEVATION CERTIFICATE,page 2 IMPORTANT:In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number. 137 NE 105th Street City Miami Shores State FL ZIP Code 33138 Company NAIL Number. SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments Latitu onti , le Earth;C2 e)is an air conditioner compressor on the right side of the house;Main FFE at Front Door=12.47 feet;Highest of Road(West)=10. feet;Lowest Crown of Road(East)= 10.64 feet ignature Date 05-11-2015 SECTIONIE- UILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Items E1-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawispace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable items)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4-G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been Issued for. ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE,page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 137 NE 105th Street City Miami Shores State FL ZIP Code 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View'; and, if required, "Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. =ront View 05-11-2015 Rear View 05-11-2015 P Q : t r+ f, ti u N,. y Right Side View 05-11-2015 Left Side View 05-11-2015 ti < L ,r T •u FEMA Form 086-0-33 (7/12) Replaces all previous editions. 7210 SW 126th Court, Aniano J. Garcia, PLSM Ph(305)856-4566 Miami,Florida 33183 Fax(305)595-1454 Land Surveyor & Planner agarcia297@aol.com Property Address: Boundary Survey 137 NE 105th Street, Miami Shores, Florida 33138 Scale 1"= 20' Legal Description: Lot 12, Block 201, of "DUNNING'S MIAMI SHORES EXTENSION No 1 , according to the Plat thereof, as recorded in Plat Book 41, at Page 51, of the Public Records of Miami-Dade County, Florida. ------,o' Asphalt 15' Wide Alley --- FIP Pavement S89037'38"E 75.00' '-"UPo) No ID " E, I FIR 0.2' ConeOE —— O 0.4' i N D" 9.90,- 24.0 � 41.0T 4 s•► Ui� ---' CliGarage - NPacers CM03 9.86' 24.0 Approximate Edge of Water Wood Deck CY) Wood Water (V $ Deck Feature M m N Cone r Wood Deck Stoops 0.2' • • '• Lot 11, • ' ' • • Block 201 O 15.s 0.1' 1 • d • • • • 0 a R 10.61' I W Lot 13, • 10.0' 1 • • ' ' ' ' ••• O `� 1 _ Block 201 •• •• •• • • • o are of 1 10.01' 19 5 1 O 1 • • 9.4 ao • ••• • • •• • • • Z a�j11II oN ..'. • ••• ••:••••••• • :•• •:�• --0..3' Concn ;h 1 O :'• Stops 10 00 • ••• • Residence 1O OLot 12, # 137 .5 01_ZN Block 201 1a 0.3'ALu27.5' p1wo 0.4Porch Well 9.91 C ••• • • • ••• • --x 10.9 d Pump J1 J 14.8 v //J wl �; N �m ••• • • • •n• w • N a0 1n ' FIR 1 FIP ———— or S89'35'23"E 225.28'J N"o''ZZID FIP • • • IF---- 1 110 No ID S89a3523"E 75.00' 5' Sidewalk eaB .. 01j. •• • • % • • • • • r Noll) ' • •• ' ' • • • � o •• •.• •• • • • • ,� 25' Parkway • •• • • • • ••• • M •• ••• • • • • • to halt Pavement As This survey is certified only to the entities listed N E 1 17' A05th Street and only for this particular transaction.Any use or — — — — reproduction of this survey without the express (75' Total R/W) written permission of the surveyor is prohibited. Use of this survey in any subsequent transactions is expressly prohibited and is not authorized. The surveyor expressly disclaims any certification to any parties in future transactions. No entity There may be easements and/or other other than those listed should rely upon this survey. instruments affecting this property, recorded in the Public Records not shown on this survey. LEGAL NOTES Date Field Work 05-1 .-2015 For. This Survey does not reflect or determine ownership; Examination of the Abstract of Title will Roger S. King and Judith Berk have to be made to determine Recorded Instruments, if any, affecting the property; This Survey is subject to dedications, limitations, restrictions, reservations or easements of reLNot no 5105 Legal Description provided by client; The Liability of this Survey is limited to the cost of Survey; Underground Encroachments, N any, are not shown; This firm has not attemptedalid without the ignature locate footing and/or foundations and/or underground improvements of any nature, If shthe original ised seal Bearings are referred to an Assumed Merid'ron; If shown, Elevations are referred to NationFlor' ensed surveyor Geodetic Vertical Datum of 1929 (NGVD 1929) upper r7Order No 15-0183 A = Arc Length; AC = Air Conditioner, AE = Anchor Easement; BC = Block Corner, BM = Bench Mark; BOB = Basis Of Bearings; (C) = Calculated Dimension; CB = Catch Basin; CBS = Concrete Block Structure; CFW = Concrete Fence Wall; CH = Chord Length; CHB = Chord Bearing; Cl = Clear, CML = City Monument Line; CME = Canal Maintenance Easement; Cone = Concrete; DE = Drainage Easement; DME Drainage & Maintenance Easement; Dr = Drive; E = East; Elev = C) Z Elevation; ENCR = Encroached; ETP = Electric Transformer; FDH = Found Drill Hole; FIR = Found Iron Rod; FFE = Finished Floor Elevation; FH = Fire Hydrant; FIP Z O = Found Iron Pipe; FN = Found Nail; FT = Feet; LME = Lake Maintenance Easement; LB = Licensed Business; LFE = Lowest Floor Elevation; LP = Light Pole; (M) Q 1-- = Measured Dimension; ME = Maintenance Easement, MON = Monument; N = North; NGVD 1929 = National Geodetic Vertical Datum of 1929; NTS = Not To Scale; 0 Q OE = Overhead Cables; OH = Over Hang; ORB = Official Record Book; 0/S = Off Set; Pb = Plat Book; PC = Point of Curvature; PCC = Point Of Compound W > Curvature; PCOR = Property Comer, PCP = Permanent Control Point; Pg = Page; PL = Planter or Property Line; PLS = Professional Land Surveyor, PLSM = O LU Professional Land Surveyor and Mapper, POB = Point Of Beginning; POC = Point Of Commencement; PRC = Point Of Reverse Curve; PRM = Permanent Reference W m Monument; PT = Point Of Tangency; R = Radius; (R) = Recorded Dimension; RLS = Registered Land Surveyor and Mapper; R/R = Rail Road; R/W = Right Of • --i Q Way; Sec = Section; T = Tangent; S = South; SIP = Set Iron Pipe With Cap Stamped PLS 5105; UE = Utility Easement; UP = Utility Pole; UTY = Utility; W = West; WF = Wood Fence; WM = Water Meter, WV = Water Valve; q = Centerline; —x— = Chain Link Fence; ®= Concrete Wall; ' = Degrees; e = Central Angle; 0 = Diameter, 0 -.Existing Elevation; ' = Minutes; " = Seconds; = Wood Fence Residential System Sizing Calculation Summary ROGER KING Project Title: 137 NE 105 STREET KING MIAMI, FL 33138-2032 6/29/2015 Location for weather data: Miami, FL -Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data. Interior RH 50% Outdoor wet bulb 78 Humidity difference r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 95*F • Winter setpoint 70 F Summer setpoint •• • 750 I;•; 0 e Winter temperature difference 20 F Summer temperature difference• 2 F "': Total heatigg load calculation 3349 Btuh Total coollnu load calculation e e 7973'g t ....�. Submitted heating capacity %of cafe Btuh Submitted coaling capacity e e e ,b.of calc Btuh •• Total(Electric Heat Pump) 268.8 9000 Sensible(SHR=0.75) •• •• 97.1.PJB •••• Heat Pump+Awdliary(O.OkW) 268.8 9000 Ment ,•••••218Y 2250 00:000 ,•ee Total Electric Heat Pum •••' 112. "' WINTER CALCULATIONS Winter Heatina Load for 220sqft) .seise sees sees.. • • • • toad componentmi(++%)Load • • ' " ' e Window total 48 sgft 1246 Btuh •• • e•e••e Wail total 226 sgft 676 Btuh w&Kk (7%) Door total 0 sgft 0 Btuh u , Ceiling total 220 sqft 221 Btuh Floor total 220 sgft 850 Btuhr Infiltration 16 cfm 356 Btuh � Dud loss 0 Btuh ; Subtotal 3349 Btuh � ' 3 Ventilation 0 cfm 0 Btuh we�aw� TOTAL HEAT LOSS 3349 Btuh SUMMER CALCULATIONS Summer Cooling Load for 220 Load comoonent Load Window total 48 soft 4064 Btuh Wall total 226 sgft 676 Btuh Door total 0 sgft 0 Btuh Ceiling total 220 sgft 276 Btuh Latwa bawnuxm) Floor total 0 Btuh Infiltration 12 cfm 267 Btuh Internal gain 1660 Btuh Dud gain 0 Btuh Sens.Ventilation 0 cfm 0 Btuh waaowxssa> Slower Load 0 Btuh Total sensible gain 6943 Btuh Latent gain(duds) 0 Btuh 4 Latent gain(infiltration) 479 Btuh Latent gain(ventilation) 0 Btuh '�'�" ) Latent gain(htemal/occupentelother) 550 Btuh Total Latent gain 1029 Stuh TOTAL HEAT GAIN 7972 Stuh EmWGauge®Syst'e n Sizing 8th Edition PREPARED Y: %3 Al A3 e DATE: EnergyGauge®/USRFZB v3.1 System Sizing Calculations - Summer Residential Load - Whole House Component Details ROGER KING Project Title: 137 NE 105 STREET KING MIAMI, FL 33138-2032 6/29!2015 Reference City: Miami, FL Temperature Difference:20.0F(MJ8 99%) Humidity difference: 58gr. Type* Overhang Window Area(sgft) HTM LcI f'•;• 9 0 0*V Window Panes SHGC U InSh IS Omt Len Gross Shaded UnshadedShaded &S •' 1 1 NFRC 0.75,1.30 No No S 0.5ft 1.7ft 22.2 20.0 2.2 42 4.9• • •944 Btuh 0408;. 2 1 NFRC 0.75,1.30 No No W .0.3ft 4.Oft 25.7 0.0 25.7 42 9i9•L• * I9Y• h • ••• Excursion • • Window Total 48 sgft •••• 4WOtuh ••••• Walls Type U Value R-Value Area(sgft) HTM:: Load• ;••••; Cav/Sheatlt •••i • 0000 •••.se 1 Concrete BIk,Holkrw-Ext 0.15 4.1/0.0 54.5 3.0•• • ;6E•ptuh •• 2 Concrete BIk,Hollow-Ext 0.15 4.1/0.0 35.0 3.8 • • 104 Btuh •• • 3 Concrete BIk,Hollow-Ext 0.15 4.1/0.0 137.0 3.6 .4' ch Wall Total 226( ft) 6W6tuh •Collings Type for/Surface U Value R Value Area(sgft) HTM Load 1 Cath/Sngl Assem/Ligh"19 0.050 19.0/0.0 220.0 1.26 276 Btuh Ceiling Total 220(sgft) 276 Btuh Floors Type R Value Size HTM Load 1 Slab On Grade 0.0 220(ft-perimeter) 0.0 0 Btuh Floor Total 220.0( ft) 0 Btuh Envelope Subtotal: 5016 Btuh Infiltration Type Average ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.41 1760 1 12.1 267 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 1200 1660 Btuh Sensible Envelope Load: 6943 Btuh Duct load NA,suppy(RO.O-None),Retum(R0.0-None) (DGM of 0.000) 0 Btuh Sensible Load All Zones 6943 Btuh EnergyGauge®/USRFZB 0.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) ROGER KING Project Title: Climate:FL MIAMI INTL AP 137 NE 105 STREET KING MIAMI, FL 33138-2032 6/29/2015 0 see Sensible Envelope Load All Zones 6943.13tuh .•.... Sensible Duct Load •••• 0•Btuh • .. . . ...... Total Sensible Zone Loads •• 643.8tuh000 ••••• Sensible ventilation •f f •• • Blower •••• • 00 Btuh • .... . .... ...... Whole House Total sensible gain •..• 0 6943.,Rtuh .• Totals for Cooling Latent infiltration gain(for 58 gr. humidity difference) 4?9:E#uh °••°•• Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain(2.0 people @ 200 Btuh per person) 400 Btuh Latent other gain 150 Btuh Latent total gain 1029 Btuh TOTAL GAIN 797277777"777- Btuh EMPMENT 1. Central Unit Mitsubishi#MUZ-GEO9NA 9000 Btuh "Key: Window type�SHGCC-Shadanes- ing Nand umber o glass as of panes of S�C numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Biinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent half dosed (IS-Insect screen:none(N),Full(F)or HaIWA)) (omt-compass orientation) Version 8 EneWGauge®/USRFZB v3.1 Page 2 System Sizing Calculations - Winter Residential Load - Whole House Component Details ROGER KING Project Titre: 137 NE 105 STREET KING MIAMI, FL 33138-2032 Building Type: User 6/29/2015 Reference City: Miami, FL (Defaults) Winter Temperature Difference:20.0 F(MJ8 99%) 4 f� iwoln 1.,o8ds for,ft f. •,� .. • • Window Panes/Type Frame U Orientation Area ft X HTM= LoW•• ...... 1 1, NFRC 0.75 Metal 1.30 S 22.2 26.0 :..:.: 578 Btuh .' 2 1, NFRC 0.75 Metal 1.30 W 25.7 26.0 .. .• 669 Btuh 0000:0 Window Total 47.9 ft ••:••: 1244 ••••• Walls Type Omt. Ueff. R Value Area X HTM= o••••e Loyd.•• ••••• (Cav/Sh) "" :....: 1 Cone Blk,Hollow -Ext (0.149) 4.1/0.0 55 2.98 163 BVjh ' 2 Cone Blk,Hollow -Ext (0.149) 4.1/0.0 35 2.98 009:00 104'13tL 00**:* 3 Cone Blk,Hollow -Ext (0.149) 4.1/0.0 137 2.98 ••: 400 BIM ; Wail Total 226 676 Ceilings Type/Color/Surface Ueff. R Value Area X HTM= Load 1 Cathedral/LiTile (0.050) 19.0/0.0 220 1.0 221 Btuh Ceilina Total 220 ft 221 Btuh Floors Type Ueff. R Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 36.0 ft(perim.) 23.6 850 Btuh Floor Total 220 sqft 850 Btuh Envelope Subtotal: 2993 Btuh Infiltration Type Wholehouse ACH Volume(c u t) Wail Ratio CFM= Natural 0.55 1760 1.00 16.2 356 Btuh Duct load NA, R0.0, Supply(), RetumO (DLM of 0.000) 0 Btuh All Zones Sensible Subtotal All Zones 3349 Btuh 7 LE HOUSE TQ*411 Subtotal Sensible Heat Loss 3349 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 3349 Btuh BnergyGauge®i USRFZB v3.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) ROGER KING Project Title: 137 NE 105 STREET KING MIAMI, FI.33138-2032 Building Type: User 6/29/2015 • 1. Electric Heat Pump Mitsubishi#MSZ-GE09NA-8 900 130 ••••;• .. .. ...... Key:Window types-NFRC(Requires 1.1-Factor and Shading coeffident(SHGC)of glass as numerical values) ••• a •• ••• or-Glass as'Clear'or TW(Uses 1.1-Factor and SHGC defaub) • ,� .� . • U-(Window U-Factor) ••• • • HTM-(ManuaiJ Heat Transfer Multiplier) � _ •••••• • •••• Nersiotl 8 •• •• • EnergyGaugs®/USRFZB v3.1 Page 2 r Ki tj Resi f Sizing Calculation Mary ROGER KING i!de(25.82) t Title: 137 NE 105 STREET G MIAMI, FL 33138-2032 12/6/2015 Location for weather data: a Altitude(7 ft.) Temp Range(L) Humid' data: Interior RH 50% Outdoor wet bulb 78F Humidity differen r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 20 F Total heatina load calculation 3348 Btuh Total coolina load calculation 7572 Btuh Submitted heating capacity %of talc Btuh Submitted cooling capacity %of calc Btuh Total(Electric Heat Pump) 268.8 9000 Sensible(SHR=0.75) 97.2 6750 Heat Pump+Auxiliary(O.OkW) 268.8 9000 Latent 218.7 2250 Total Electric Heat Pum 112.9 9000 WINTER CALCULATIONS Winter Heatin Load for 220 Load component Load "`(11%) Window total 48 sgft 1246 Btuh Wall total 226 sgft 676 Btuh Door total 0 sgft 0 Btuh Ceiling total 220 sgft 221 Btuh Floor total 220 sgft 850 Btuh Infiltration 16 Cfm 356 Btuh :. Dud loss 0 Btuh Subtotal 3349 Stuh -��• Ventilation 0 cfm 0 Btuh 3•:• TOTAL HEAT LOSS 1 3349 Btuh %' . . SUMMER CALCULATIONS :::::: Summer Cooling Load for 220 .... .. :"": Load component Load .... . .. ..... Window total 48 sgft 4064 Btuh •••••• • ••:••' Wall total 226 sgft 676 Btuh Door total 0 sgft 0 Btuh Ceiling total 220 sqft 276 Btuh •••:• Floor total 0 Btuh •••••• Infiltration 12 cfm 267 Btuh • ea cuHztst) •• • Internal gain 1660 Btuh Duct gain 0 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh WbtftWa(51%) Total sensible gain 6843 Stuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 479 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemalloc cupantslother) 550 Btuh Total latent gain 1029 Btuh TOTAL HEAT GAIN 1 7972 Btuh EnergyGaugeO m Sizing 8th Edition PREPARED B : IN DATE: 2 FZ��P EneWGauge®/USRFZB v3.1 System Sizing Calculations - Winter Residential Load - Whole House Component Details ROGER KING Project Title: 137 NE 105 STREET KING MIAMI, FL 33138-2032 Building Type: User 12/6/2015 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F(MJ8 99%) Window Panes/Type Frame U Orientation Area ft X HTM= Load 1 1, NFRC 0.75 Metal 1.30 S 22.2 26.0 578 Btuh 2 1, NFRC 0.75 Metal 1.30 W 25.7 26.0 668 Btuh Window Total 47.9 1246 Btuh Walls Type Omt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollow -Ext (0.149) 4.1/0.0 55 2.98 163 Btuh 2 Conc Blk,Hollow -Ext (0.149) 4.1/0.0 35 2.98 104 Btuh 3 Conc Blk,Hollow -Ext (0.149) 4.1/0.0 137 2.98 409 Btuh Wall Total 226 ft 676 Btuh Collings Type/Color/Surface Ueff. R Value Area X HTM= Load 1 CathedraUUTile (0.050) 19.0/0.0 220 1.0 221 Btuh Gelling Total 220 ft 221 Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 36.0 ft(perim.) 23.6 850 Btuh Floor Total 220 sqft 850 Btuh Envelope Subtotal: iX3 ikuh ...... Infiltration Type Wholehouse ACH Volume(c uft) Wall Ratio CFM: ;•• •• ••••'• Natural 0.55 17W 1.00 18'2 "' 355 Btuh ;....; . .. .. . . . . . . . else ..... Duct load NA, R0.0, Supplyo , RetumQ (DLM of 0. Dh . . . . . ...... All Zones Sensible Subtotal All Zones 3MWuh Subtotal Sensible Heat Loss 3349 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 3349 Btuh EnergyGauge®/USRFZB 0.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) ROGER KING Project Title: 137 NE 105 STREET KING MIAMI, FL 33138-2032 Building Type: User 12/6/2015 1. Electric Heat Pump KLIMAIRE#KS1O009H124 9000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coetfic lent(SHGC)of glass as numerical values) or-Glass as'Clear'or 11rW(Uses U-Factor and SHGC defaults) U-(Window U-Factor) F HTM-(Manual]Heat Transfer Multiplier) „1- Version 8 0000•• • • • 0000•• 0000•• • •• 0000•• 000.• 0• •00*0 • • 0000•• • • • • • •00• • 00 0000• • 0000•• • • •0.0•• • 0 • • • • 0••••• • so 0 • • • 0000•• ••0••• EnergyGauge®/USRFZB v3.1 Page 2 System Sizing Calculations - !!5UM' .Mer Residential Load - Whole House Component Detaii& ROGER KING Project Title: 137 NE 105 STREET KING MIAMI, FL 33138-2032 12/612015 Reference City: Miami, FL Temperature Difference:20.0F(M.18 99%) Humidity difference: 58gr. Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.75,1.30 No No S 0.5ft 1.7ft 22.2 20.0 2.2 42 45 944 Btuh 2 1 NFRC 0.75,1.30 No No W 0.3ft 4.Oft 25.7 0.0 25.7 42 99 2547 Btuh Excursion 572 Btuh Window Total 48(sqft) 4064 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 54.5 3.0 163 Btuh 2 Concrete Bik,Hollow-Ext 0.15 4.1/0.0 35.0 3.0 104 Btuh 3 Concrete Bik,Hollow-Ext 0.15 4.1/0.0 137.0 3.0 AIN Stuh Wall Total 226(sqft) 676 Btuh —C-9-11ings Type/Color/Surf-ace U-Value R-Value Area(sqft) HTM Load 1 Cath/Sngi Assern/Ughtrnle 0.050 19.0/0.0 220.0 1.26 276 Btuh — Ceiling Total 220(soft) 276 Btuh Floors Type R-Value Size HTM Load 1 Stab On Grade 0.0 220(ft-perimeter) 0.0 0 Stuh Floor Total 220.0(sqft) .0 Btuh 0 000*0 0400:* Envelope Subtotal: •0 ..5016 Btuh : 0..* *4 ILI le Infiltration Type Average ACH Volume(cuft)Wall Ratio OON 0 Lqad Natural 0.41 1760 1 V.20 ,,, 20V Btud —Intimal Occupants Btuh/occupant AIJW 0 gain 2 X 230 + 42"o *1660 Btutto eee• ---- 0 0 0 Sensible Envelope Btuh*' Duct load NA,supply(Ro.o-None),Return(RO.O-None) (DGM of Btu 0 000 0 00* Sensible Load All Zones *69013:Efth EnergGaugee USRFZB v3.1 page 1 Manual J Summer Calculations Residential Load - Component Details (continued) ROGER KING Project Title: Climate:FL—MIAMI—INTL—AP 137 NE 105 STREET KING MIAMI, FL 33138-2032 12/6/2015 U- Sensible Envelope Load All Zones 6943 Stuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 6943 Stuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 6943 Btuh Totals for Cooling Latent infiltration gain(for 58 gr. humidity difference) 479 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain(2.0 people @ 200 Btuh per person) 400 Btuh Latent other gain 150 Btuh Latent total gain JIM Btuh TOTAL GAIN • • ?9 Btu :0 • -4 4 1. Central Unit KLIMAIRE#KSI0009-1-1124 *Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) • • V: (U-Window U-Factor) • (InSh-Interior shading device:none(No),Blinds(B),Dreperles(D)or Roller Shades(R)) - For Blinds:Assume medium color,half dosed For Draperies:Assume medium weave,half dosed For Roller shades:Assume translucent half closed (IS-Insect screen:none(N),Full(F)or Half('/)) (Ornt-compass orientation) Version 8 EnergyGauge@/USRFZB v3.1 Page 2 I 1405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: KING Builder Name: STAR CONSTRUCTION Street 137 NE 105 STREET Permit Office: MIAMI SHORES City,State,Zip: MIAMI,FL,33138.2032 Permit Number Owner. ROGER KING Jurisdiction: 232600 Design Location: FL,Miami 1. New construction or existing Existing(Projects 9. Wall Types(274.4 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Bkxck-Int Insui,Exterior R=4.1 274.40 ftp b.WA R= ft' 3. Number of units,if multiple family 1 c.N/A R= IF 4. Number of Bedrooms 0 d.WA R= fts 5. Is the a worst case? No 10.Ceiling Types(220.0 sgft.) Insulation Area a.Cathedral/Single Assembly(Vented) R=19.0 220.00 ft= 6. Conditioned floor area above grade(it) 220 b.WA R= ftp Conditioned floor area below grade(ft2) 0 a WA R= fI' 11.Ducts R fts 7. Windows(47.9 sgft.) Description Area a. U-Factor. Sgl,U=1.30 47.92 ftp SHGC: SHGC=0.75 b. U-Factor WA fP 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 9.0 SEER:24.40 c. U-Factor. WA fts SHGC: 13.Heating systems kBhj/hr Efficiency d. U-Factor. WA ttz a.Electric Heat Pump 9.0 HSPF:10.00 SHGC: Area Weighted Average Overhang Depth: 0.366 It Area Weighted Average SHGC: 0.750 14.Hot water systems 8. Floor Types (220.0 sgfL) Insulation Area a.Electric Tankless Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 220.00 f? b. Conservation features EF:0.920 b.WA R= ft2 None i •�• ••••�• c.WA R= ftp •• ` •• • • 15.Credits • • • Cv,P.1%• Total Proposed Modified Loads: 9.86 s � �.... Glass/Floor Area: 0.218 Total Standard Reference Loads: 14.81 ASS 1; 99:99: • • • 00 I hereby certify that the plans and specifications covered by Review of the plans and . 'tKE ST,�p� this calculation are in compliance with the Florida Energy specifications covered by this • �+ , s Code. calculation indicates compiiange with the Florida Energy Code.*..' PREPARED B Ci Before construction is completed " DATE: this building will be inspected for S fc compliance with Section 553.908 * a I hereby cerfify that this buil ' ,as des ,is in compliance Florida Statutes. 1C with the Florida Ene C r OD WE'D OWNER/ G NT' BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 12/6/2015 5:55 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: KING Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 220 Lot# Owner. ROGER KING Total Stories: 1 Blodc/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: STAR CONSTRUCTION Rotate Angle: 0 Street 137 NE 105 STREET Permit Office: MIAMI SHORES Cross Ventilation: Yes County: Miami-Dade Jurisdiction: 232600 Whole House Fan: No City,State,Zip: MIAMI, Family Type: Single-family FL, 33138.2032 New/E)asting: Erdsting(Projected) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI_INTL_AP 1 51 90 70 75 149.5 56 LOW BLOCKS Number Name Area Volume 1 Blockl 220 1760 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 220 1760 Yes 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area • •• • Tile Wood 4CA4t 1 Slab-On-Grade Edge Insulatio Main 36 ft 0 220 ftp 66 0 :6•Q 4• 1 060600 4 • 4466 q. ROOF •••••• 0000 44 . 4 6 196- 1 NO / Roof Gable Roof Solar SA EmittEmI% Del• P1tch 1/ # Type Materials Area Area Color Absor. Te�*: •Z Ins�rL Jdeg) 040.6• . • 1 Gable or shed Barrel file 227 ft• 28 fe Medium 0.96 :Io 4 0 0.9 4 Ne 0.4.4:44 464644 ATTIC ..6 6 .. 0000 V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Partial cathedral cel Vented 300 220 IF N N CEILING # Ceiling Type Space R Value Area Framing Frac Truss Type 1 CathedrallSingle Assembly(Vented) Main 19 220 fe 0.11 Wood 12/6/2015 5:55 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 ' WALLS AdjacentSpate Cavity Width Height Sheathing Framing Solar Below # Ornt To Wall Type R-VS'lue Ft In Et In Area R--Value Erection Absor GradeOA 1 S Exterior Concrete Block-Int Insul Main 4.1 10 10 7 1 76.7 fta 0 0.75 0 2 E Exterior Concrete Block-Int Insul Main 4.1 4 8 7 6 35.01P 0 0.75 0 —3 W Exterior Concrete Block-Int Insul Main 4.1 20 4 8 0 162.7 fta 0 0.75 0 WINDOWS Orientation shown is the entered orientation. Wail Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Metal Single(Clear) Yes 1.3 0.75 22.2 fta 0 ft 6 in 1 ft 8 in None None 2 W 3 Metal Single(Clear) Yes 1.3 0.75 25.7 fta 0 ft 3 in 4 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 288.5 15.84 29.79 .345 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Duces 1 Electric Heat Pump None HSPF:10 9 kBtu/hr 1 Ductless COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Duds 1 Central Unit Single SEER:24.4 9 kBbAr 270 dm 033 • 1 Ductless 0006.• • 0060•• HOT WATER SYSTEM •• •• • .. 6666.. # System Type SubType Location EF Cap Use SetP"•••• Cdhservatiorc 1 Electric Tankiess Main 0.92 1 gal 60 gal 120 dej.. • i • • SOLAR HOT WATER SYSTEM 6 • • .6 06 •• 6. 660600 FSEC WIV&r Storase • Cert # Company Name System Model# Collector Model# ' a f 6�6 Are �bhxra� �EF � � 6 None None • •.fta. • 000 . • • 1202015 5:55 PM EneWGeuge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 i TEMPERATURES Programabie Thermostat:Y Ceiling Fans: Cooling Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Vent Jan Feb X Mylar Apr Jun Jul Aug �p OOct C Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 Be 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 • • e s • -9 ss•••s s • • s•e••s 12f6/2015 5:55 PM EnergyGaugsO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 'FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 137 NE 105 STREET PERMIT# MIAMI, FL, 33138-2032 MANDATORY REQUIREMENTS SUMMARY-See Individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked,gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and / doors=0.30 chWsq.ft.Testing or visual inspection required. Fireplaces: ✓ gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Duds 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section 503.2.7.2 of this oode.. .""' ISi.ti:.. .. . .. 403.3.3 Building framing cavities shall not be used as supply%k ts? ••• •••• • Water heaters 403.4 •••••• Heat trap required for vertical pipe risers. Comply with•sfificiencies•i� •• • Table 403.4.3.2. Provide switch or clearly marked circml+t-breaker• •• ,0 :•• (electric)or shutoff(gas). Circulating system pipes irmtl�2t"to=Jt-2, •••- +accessible manual OFF switch. •• •• •• •• 000000 Mechanical 403.5 Homes designed to operate at positive pressure or v,% An&hanieal ••••:• ventilation ventilation systems shall not exceed the minimum AjHFK 62 leve. •�; No make-up air from attics, crawlspaces, garages or a�ttdoors adjac4nt ' • to pools or spas. •• • Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from QIA site-recovered energy. Off/Omer switch required. Gas heaters minimum thermal efficiency--78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion doling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 12/6/2015 5:55 PAA EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 67 The lower the EnergyPerformance Index,the more efficient the home. 137 NE 105 STREET, MIAMI, FL, 33138-2032 1. New construction or existing Existing{Prolec to 9. W84° Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insui,EAerior R=4.1 274.40 ft2 b.NIA R= ft2 3. Number of units,if multiple family 1 c.NIA R= ft2 4. Number of Bedrooms 0 d.NIA R= ft2 1- Y s t a I a.Cathedral/Single Assembly(Vented) R=19.0 220.00 f12 B. eondltfoned Boor area(f) 220 b." R= ft: 7. Windows" Description Area c.NIA R= ft2 a. U-Factor. Sgl,U=1.30 47.92 1t2 11.Duces R ft2 SHGC: SHGC=0.75 b U-Favor: MA ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor NIA if a.Central Unit 9.0 SEER:24.40 SHGC: d. U-Factor. N!A ftp 13.heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 0.366 R a.Electric Heat Pump 9.0 HSPF:10.00 .:••••• Area Weighted Average SHGC: 0.750 • • • ••90:4 8. Floor Types Insulates Afea 14.Hort crater Systems •• • • 4 a.Slab-On-Grade Edge Insulation R=0.0 220.00 ft2 a•Electric +•+ •• • • •s •••••• • ER.0.92 • b.N/A R= ft2 see* c.NIA R= f 2 b. Conservation features ••••• • •• • • None •••• • •• •..•. 15.Credits '• ••o e' • i CV,PSM•• • fY P Energy Efficiency g . . ..... E Sr .. I certify that this home has complied with the Florida Ener Efficien 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 fpf , based on installed Code compliant features. �o , ,4 •ti G:: 15 Builder Signature: Date: rybk' a Address of New Home: City/FL Zip: GI, ,c'� Gpb�.�¢v *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation,contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: KING Builder Name: STAR CONSTRUCTION Street: 137 NE 105 STREET Permit Office: MIAMI SHORES City,State,Zip: MIAMI,FL,33138-2032 Permit Number. Owner. ROGER KING Jurisdiction: 232600 Design Location: FL,Miami 1. Now construction or existing Existing(Projecte 9. Wall Types(274.4 sgft.) insulation Area 2. Singh family or multiple family Single-family a.Conte Block-Int Irwul,Exterior R=4.1 274.4p fe b.WA R= •• i•i i••• 3. Number of units,9 multiple family 1 c.WA •••� fe • • 4. Number of Bedrooms 0 d.NIA • W ••••••f 2 ••.• • 4 10.Ceiling Types (220.0 sgfL) • Insplation• Atea • 5. is this a worst case? No a.Cathedral/Single Assembly(VenteQ)6. 9.0 226:00 fF S. Conditioned floor area above grade(ftg) 220 b.WA •• i•••••feftZ c. •••• CJhditioned floor area below grade(ft) 0 WA ••i ii i : A ••i• • 11.Ducts ' 7. Windows(47.9 sgIQ Description Area ••••• •• • ••• a. 1.1-Factor Sgl,U=1.30 47.92 ft' • SHGC: SHGC--O'.75 12.Cooling systems •••i�Jhr � b. U-Factor. WA IF a.Central Unit •• 1.0 SMR:2?.00 • SHGC: � •• ••••• ••. •• fta • c. U-Factor. WA •••• SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor WA fts a.Electric Heat Pump 9.0 HSPF:10.00 SHGC: Area Weighted Average overhang Depth: 0.368 R 14.Hot water systems Area Weighted Average SHGC: 0.750 a.Electric Tankless Cap:1 gallons 8. Floor Types (M.0 sgft.) insulation Area EF:0.920 a.Slab-0n-Grade Edge Insulation R=0.0 k 220.00 W b. Conservation features b.WAR= fP None c.WA R= 15.Credits CV,POW Total Proposed Modified Loads: 10.71 PASS Glass/Floor Area: 0.218 Total Standard Reference Loads: 14.81 Review of the plans and 4 TIO Srg1, I hereby certify that the plans and specifications covered by O this Calculation are in Compliance with the Florida Energy specifications covered by this Oe calculation indicates compliance y �� ?;�''r� •P Code. I with the Florida Energy Code. !� rn„ z+=i r` V PREPARE v �I pc�OABefore construction is completed p this building will be inspected for O , a DATE: compliance with Section 553.908 FloridaStatutes. I hereby certify that this bu di deal ,is in compliance +COD WE' �� with the Florida Energy C R/ G BUILDING OFFICIAL: OWNENT: DATE: DATE: Compliance requires completion of a Florida Air Barrier and Insulation Inspection Cheaidist 'd Page 1 of 5 6/29/2015 2:16 PM EnergyGauge®USA-F19RO92010 Section 405.4.1 Compliant Software PROJECT Title: KING Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 220 Lot# Owner. ROGER KING Total Stories: 1 BlocktSubDi♦r Won: #of Units: 1 Worst Case: No PlatBook: Builder Name: STAR CONSTRUCTION Rotate Angle: 0 Street: 137 NE 105 STREET Permit Office: MIAMI SHORES Cross Ventilation: Yes County: Miami-Dade Jurisdiction: 232600 Whole House Fan: No City,State,Zip: MIAMI, Family Type: Single-family FL, 33138..2032 Newu'ExIsft: Existing(Projected) Comment: CLIMATE • / IECC Design Temp Int Design Temp .F�eating design Daily Tgmp ' V Design Location TMY Site Zone 97.5% 2.5% Winter Summer free Dlys INtais�ur;` Ranv•' ' • FL,Miami FL MIAMl_INTL AP 1 51 90 70 75 t4£d'J• 56 Low••• • •• • •• BLOCKS ••••" ••• .• Number Name Area Volume •••" ' ;" 1 Blockl 220 1760 goo•••*• •�. •• • SPACES 0 •.' �••••f Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 220 1760 Yes 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R Value Area Tile Wood Carpet 1 Slab-On-Grade Edge insulatio Main 36 it 0 220 ft2 0 1 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Dedc Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Barrel file 227 ftl 28 ft2 Medium 0.96 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Partial cathedral cel Vented 300 220 ft' N N CEILING # Ceiling Type Space R Value Area Framing Frac Truss Type 1 Cathedral/Single Assembly(Vented) Main 19 220 ft? 0.11 Wood 6,'29/2015 2:16 PM EnergyGauga USA-FlaRe92010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # Ornt To Wall Twe space 11-Value Et In Ft In Area RAfalue Fraction Absor 0 1 S Exterior Concrete Block-Int Insul Main 4.1 10 10 7 1 76.7 ft' 0 0.75 0 2 E Exterior Concrete Block-Int Insul Main 4.1 4 8 7 6 35.0 fe 0 0.75 0 3 W Exterior Concrete Block-Int maul Main 4.1 20 4 8 0 162.7 ft' 0 0.75 0 WINDOWS Orientation shown is the entered P orientation. Wan Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Metal Single(Clear) Yes 1.3 0.75 22.2 ft' 0 ft 6 in 1 ft8 in Nong, . None 2 W 3 Metal Single(Clear) Yes 1.3 0.75 25.7fe 0 ft3 in 4 ft0 in Nom •• Note•• INFILTRATION • .. .... • # Scope Method SLA CFM 50 ELA EgLA ACH 00 ��M� • • " •• 1 Wholehouse Best Guess 0005 288.5 15.84 29.79 .345 0'9!�6$ • •' •; HEATING SYSTEM ""•� 0000 • # System Type Subtype Efficiency Capacity -00 0 • 1 Electric Heat Pump None HSPF:10 9 kBtu/hr ' • 1'...•Ductless COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Duds 1 Central Unit Single SEER:21 9 kBbAr 270 dm 0.75 1 Ductless HOT WATER SYSTEM rVFS-1EC System Type SubType Location EF Cap use SetPnt Conservation Electric Tankless Main 0.92 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM Collector Storage rt # Company Name System Model# Collector Model# Area Volume FEF None None ftp 6429/2015 2:16 PM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 TEMPERATURES Programable Thermostat:Y Ceding Farm: CoolingJan Feb Mar r Ma Jun Jul A Sep Oct Nov Dec V ntin�g Jan Feb Mar AApr MaY Ma Jun Jul Aug Oct ( Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) PM 80 80 78 8 78 78 78 78 78 8788 78 78 8 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) PQM 668 88 68 688 6668 68 6658 8 68 6688 .' : 6 Heating(WEH) AM 66 66 66 66 66 68 68 68 A G O :68 • 68• 64000 PM 68 68 68 68 68 68 68 68 6$ • 68 ' 86•. 16K • 0 '100.00 • 000000 **:006 - •0000• :.•. •• �9000. • . '1••• . • • '1"'1•. 0.000. •0 0 •.9• • .. . 00 00 000 ••.•• 0000� 6/29/2015 2:16 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 137 NE 105 STREET PERMIT* MIAMI, FL,33138-2032 MANDATORY REQUIREMENTS SUMMARY-See Individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, ga pped •• ••• •••• skated,weatherstri or otherwise seal�i. Recessed lighting IC-rated as meeting ASTM E 283.Winddws'and .. doors=0.30 cfm/sq.ft•Testing or visual inspection required Firegjaces. • gasketed doors&outdoor combustion air. Must complete eAereWe u •••• leakage report or visually verify Table 402.4.2. .. .•0 . .• goes* ...... • .... Thermostat& 403.1 At least one thermostat shall be provided for each separate Mnq and: ' ...• controls cooling system.Where forced-air furnace is primary system, • ...... ..... programmable thermostat is required. Heat pumps with supplgtad electro heat must prevent supplemental heat when compressq;caa •• • meet the load. ••••• Duds 403.2.2 All ducts,air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403A Heat trap required for vertical pipe risers.Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas).Circulating system pipes insulated to=R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. J No make-up air from attics,crewispaces,garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of=1 &spas HP shall have the capability of operating at two or more speeds.Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy.off/timer switch required. Gas heaters minimum thermal efficiency--78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into twa or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. LA 642912015 2:16 PM EnewGaugeO USA-FlaReM10 Section 405.4.1 Compliant Software pop 5 of 5 ENERGY PERFORMANCE. LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 72 The lower the EnergyPerformance Index,the more efficient the home. 137 NE 105 STREET, MIAMI, FL, 33138-2032 1. New construction or existing Existing(Projects 9. Wall Types insulation An3a a.Concrete Block-Int Insul,Exterior R=4.1 •? 4.4Q fls • 2. Single family or multiple family Single-family b.N/A •.�, • •• fts :..•• 3. Number of units,if multiple family 1 c.N/A •••••ftp *000:0 4. Number of Bedrooms 0 d.N/A . R=• ' itz . 5. (s this a worst cue? No 10.Ceiling Types i••lawilation /area •••• • a.Cathedral/Single Assembly(venteQ. 8-09.0 =4vjp �.... 6. Conditioned floor area(#2) 220 b.WA •• •• ' •fN ••i••• c.N/A R. •' " 7. Windows" Description Area 11.Ducts •• • i� •ft' i••••• a. 1.1-FactorSgI,U=1.30 47.92 fl? •"' • • SHGC: SHGC=0.75 "'i • 00000 ""i• b. U-Factor. WA fr "' ' * Ste: 12.Cooling systems •kq%r E�ficlerngr ...... c. U-Factor. N/A fI' a.Central Unit : �.0 SE6I-11.28 SHGC: d. 1.1-Factor WA f' 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 9.0 HSPF:10.00 Area Weighted Average Overhang Depth: 0.366 ft. Area Weighted Average SHGC: 0.750 Insulation Area 14.Hot water systems 1 gallons 8. Floor Types a.Electric �: g a.Slab-On-Grade Edge Insulation R�.0 2'20.00 fe EF:0.92 b.WA R- fts b. Conservation features c.N/A R= fly None 15.credits Cv,Pstat 1 certify that this home has complied with the Florida Energy Efficiency Code for Building 4Sia gx Construction through the above energy saving features which will be installed(or exceeded) .� k ; - in this home before final inspection. Otherwise, a new EPL Display Card will be completed ,,°'' e,o�'� based on installed Code compliant features. Ihlf.> y!s• Builder Signature: Date: a Address of New Home: City/FL Zip: coD WE *Note: This is not a Building Energy Rating. if your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation,contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGaugeolt USA-FlaRes2010 Section 405.4.1 Compliant Software • Low 5n�o � O - woo MIAMF MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEI'""JENT OF REGULATOR'AND ECONOMIC RESOURCES WM 11W5-SW 26 Sheet,Roam 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www_ miamidsde eov/ecoaamv Lawson Industries,Inc. 8501 NW"Street Medley,FL 33166 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(AIM. This NOA shall not be valid after the expiration date stated below.The Mian&Dade County Product Control Section(In Miami m-Dade County)and/or the AHJ(in area other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this prody9t of mate rlat fols to. . perform in the accepted manner, the manufacturer will incur the expense of such tag land tlp AW may:• immediately revoke,modify,or suspend the use of such product or material within.their,'urisdi3► W*RER...... reserves the right to revoke this acceptance, if it is determined by Miami-Dade bo+cinty Product-Control •. Section that this product or material fails to meet the requirements of the applicable buijft code •••••• This product is approved as described herein, and has been designed to comply vAtlf tW F1odida B 6ild Code,including the High Velocity Hurricane Zone. . . ng•• ••• •••• •• •..•• DESCRIUMON:Series"SH7700(Flanga Frame}"Aluminum Single Hun W d0r LMI . � ° APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series--7700 SinjW Ndng F1#1118 Vane 0••':' Impact Window",sheets 01 through 05 of 05,dated 0512'7!09,with.revision`B"dated OWU/14,' •• by •• manufacturer, and signed and sealed by Thomas J. Sotos, P. E, bearing the Miam�Daile Couft aduct•••••• Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall Bear a permanent label with the manufacturer's name or logo, city, state, series,and following statement: "Miami-Dade County Product Control Approve!",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building cede negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has leen 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: OA.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 i*ection at the job site at the request of the Building Official. This NOA revises NOA No. IM127.16 and consists of this page i and evidence pages E-1,E42 and E--3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.F. NOA No.14--0908.10 Expiration Date: December 27,2016 EQ # Approval Date: November 06,2014 X Page i . Apvo . R U5�' ��� K►r,IG �, G� 4 Lawson Industries,Inc: NOTICE OF ACCEPTANCE: EVIDEPiCE SUBI4�ED A. DRAWINGS 1. Manufactwrees die drawings and sections. (Submitted under pervious NOA No. 0"706.09) 2. Drawing No. 1.77004901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with revision dated T' dated 09/11/14,prepared by manufacturer,and signed and sealed by Thomas J.Sotos,P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test ler FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 3) Uniform Static Air Pressure Test,Loading per0FB0C TA4(x -94 , along with marred.up drawings and installation diagram of w4alftinum an ce hunk•'••: fin window,prepared by Hurricane Engineering&Testing,Incl all Test Regi84 No.'s, • 0000. HETI-09-2530A and HETI-09-2530B, dated 03/02/09, ;OW and settled by '. Candido F.Font,P.E. " " `•• 00,00. • (Submitted under pervious NOA No. 09-0706.09) .. ••:0 2. Test reports on: l) Large Missile Impact Test per FBC,TAS 201.94* :•' •' :00000 2) Cyclic Wind Pressure Loading per FBC,TA18*344 • 3) Uniform Static Air Pressure Test,Loading ffiYM TAX 0.202.-94 •••�:• along with marked-up drawings and installation diagram of an afiaptnum sM"hung...�. fin window,prepared by Hurricane Engineering&Testing,Inc.,all Test RdpaoTio.'s HL-n-08-2003 C,HETI-08200+1 A,HETI- 09-2060 A,RETI-08--2060 B, HETIA"061 A,BETI-0-2061 B,HETI-08-2062 A,BETI-08--2062 B, HETI-08-2063A,HETI-08-2063B,HETI-08-2064A and HET148-20648, dated 03/15/08,signed and sealed by Candido F.Font,P.E. (Submitted under NOA No.0&-4825.X7) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung fin window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-•2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo,P.E. (SubinhYed under previous NOA No. 01-1009.01) Jaime D.G�u4con,P.E. Product Control SectioikSupervisor NOA No.14-090&10 Expiration Date: December 27,2016 Approval Date: November 06,2014 E-1 Lawson Industries,Inc, NOTICE OF ACCEPTANCT+�: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries,Inc., dated 05/28/09,revised on 01118/10, signed and sealed by Thomas L Sotos,P.E. (Submitted under previous NOA No.11-0705.09) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 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 I&Tt mfours&Co.,Inc for their"DuPont SentryGias®Interlayer"dated 08/25/11,epirg on OVUM. ••••:• 2. Notice of Acceptance No. 13-0129.27 issued to F.I.DuPont DWRours &Co.,Inc. '• for their"Dupont Butacites PVB Interlayer"dated 04/11/13;gig oil • 3. Notice of Acceptance NO. 14-0423-15 issued to Eastman Chemie Contrup MAA).•.••' for their "Saflex CP - Saflex and Saflex IIP Composite Gileft• nterlayens with 0 PET Core"dated 06/19/14,expiring on 12/11/18. 096: ' _ F. STATEMENTS . . .... ...... 1. Statement letter of conformance to and complying with FBC 5th Editfion•0014), issued by manufacturer,dated 09/02/14,signed and sealed by Thomas J.Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J.Sotos,P.E. (Submitted under previous NOA No.12-0127.16) 4. Statement letter of no financial interest,dated 05/28/09,signed and sealed by Thomas L Sotos,P.E. (Subatitted under prevlous NOA No.11-0705.09) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61GI5--27.001 of the Florida Administrative Code,notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA No. OS-0527.1'7, dated Q2/27/09, signed and sealed by Thomas J.Sotos,P.E. (Submitted under previous NOA No. 1I--0705.09) Jaime D.Gascon,P.L Product Control Section Supervisor NOA No.14-0908.10 Expiration Date: December 27,2016 Approval-Date: November 06,2014 E-2 Lawson Industries,,bS. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for all Test Reports.No.'s HETI-0"530 A and [-09-2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and seated by Candido F.Font,P.E. (Subinftted under NOA No. 09-0706.09) 7. Laboratory compliance letter for all Test Reports No.'s HETI-08-2003 C, HL"1 4g-2004 A,HET148-2060 A,HETI-08--2060 B,HM-4)8--2061 A, HM-08-2061 B,HETI-08-2062 A, HETI-08-2062 B,HETI-08-2063A, HETI-08--2063B,HET1•-08-2064A and HETI-08-2064B,issued by Hurricane Engineering&Testing,Inc.,dated 03/15/08,signed and sealed by Candido tjopt, P.E. • . • .. • (Submitted wider previous NOA No. 08-0825.17) ;• • 8. Laboratory compliance letter for all Test Reports No.'s FTL;29$� Wi and M, ••':• issued by Fenestration Testing Laboratory, Inc., dated 04/03/011ii1 UIVOl; signed...•• .. .. ..e and sealed by Luis Antonio Figueredo,P.E. :•••:• **so** • (Submitted under previous NOA No. 014406.08) •••• •• ••••• G. OTHERS • 1. Notice of Acceptance No. 12-0127.16, issued to Lawson In;iusWbs, Inc..for their....:. Series "SH 7700 (Flange Frame) Aluminum Single Hung Window �••Eti�.1.", approved on 03/29/12 and expiring on 12/27/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.10 8xpiration Date: December 27,2016 Approval Date: November 06,2014 E-3 VVWW FLAME FRW VDW VMWV FLAHM FROM YIWH VWALLAT=irIN wpm FL VIDiH 3C tp FRAtic am slfl ,a) A-!WII&�"-' ttq�F SLLL MAIi.O.c � Cep F mms am&DCCT•4> A +MAIL QC.� �p 11 t (p FRAtE JAM=am 6a 61 6• li �� W m m o / ! aA�A X .410 D s ACME U to D - ¢¢¢ T.TLmIL M 4• MMASEXTtN6 / I' du 6•� 6'Hax. 6•rAX. C . .. C AW ecm v C saw £%T.8 M FALSE MAL 47400' VG•tlV BIIQC yum WI APa ALM vvaw mu vim !t RiT]NS ALS AiALFD M/ VP0�1t BU K VIM AVATLA&E AS OPTLNiAt Ay A AS 48° X78" p UAi. LPPE $L8<►A1i0N UN—EQUAL Lr= RADIUS ELEVATION — Tom• ATifl� •INauDas ,;]MAL UTZ AND RAS ROAD (1mm To 1AADe fn mw 4 OF a) d '�o LOADS o8 aSBBr 4 of S) 1 TO Lom a LRS 4 OF°) SERIES-7700 SINGLE, HUNG IMPACT — FLANGE FRAME General Notes: 1.)RHES WIDOW BY8TEM IS DESIGNED AND Tim TO COMPLY WITH WE OWMMUMN OF THE=4 FLORIDA BUILDING CODE UICIADDIG MWVZWITY'HUI2IZICANE 80Ri$ tI�T Tt0l1 a vetIDv FLA10 F&[dIE vDnx Vim! t ARD ASTM 1 —�.TiIB PRODUCP L.v ItBPALS'Rt 4PAT2T. F ( NOT RBgUI�D) toF�IfE.i ems am S40iET w A 2.)WOOD HUC�MALT+HE II�TAISED ARD ANCfIDRT�84 gTIAT RHE HUHaINNG e • =:=4 > 8T8 RREC $TO 1 REVIEWED RY>RIIOINti GF$ICIAI. 6• 6 L I 8.)ANCHORS BROWN ABOVE ABE A8 FI2B T&$T UI2RS ANCHOR8 ON ALL WINDOW! T ABE NOT TO i THREE MA>�M�ApNGS OR Cts t0.C.)AND AS TABULATED •, ON Sam 4. r / 4.)alNg[012�NAQYIONS NOT Di THFSE DRANDWS ARE TO RB OIT A LBTE L�1IC11YC BASS.UNDER SEPARATE AFPROVAL AND b (3 p D TO BE REVIEIDTD BY BUILDING OFrICAL q! sd m B.)WLNDOWS AM QUALIFIED FOR USE WYE BRIM OLA7•E JAMMM OLAW TYPES TABUI.ATSD Hi t (SES SLIEST'#8),AND FOR USE WYE DOURLS(B.ASS �1 LAMRQATLID RMULOW GLASS TYPES TABULA ltf P(� SHILET gs} &)SEE t2HEE1 9 FOR I=DRUM B OPIIUNIL ' 7.)SEE MW 4 FOR DESE}N AND BLABS TYPES ETAILS SEE S. 8) I2 . RiTdt .. FALSE COLONIAL MUNTINS8.) FM OPTXWAL FRAME N DD ABB MIND AL&AND AM APPLIED U/ST�A18 � 9 • i •• •!1�• - � `a`,gtt 41 p* 10.)WOOD BUCKS IN CONTACY WIPE CONCREM MUST BE PRIG TRSARED AND ANCHORED • • • •^ • 0 ��.•'� •'•.�'�i (BY OTHM8),PRIOR TO WDIDOW IIWATI.ATIOL (MIS B g2 FOR DETAM&NOREB) •.. : •• • •• • �� v b''•W WOOD RUCHE TO BE ANCHORID IN CAMPUANCE WITH THE 2014 FBC CHAPTER 24. y C 'f' Szffi 11.888. 6•� ilml9mEd6 i W ¢ >� 11.)APPROVAL APPLIES TO BW UNITS OR BIDE BY SM MULLED UNITS. � � � ✓ LNT 12.)Mtrum SB OLI HUNG WRIDOW8 WITH OTHER TYPES OF MIH—DADS COUNTY APPROVED ••• ••• • � WINDOWS USDIO A MWU—DADX COUNTY APPROVED MULLION IN BETWI�N ABS AL: ABLE U 8 IDT FNRPXL&D • • • • .6 @e: TMn TSS WINES DESM PRESSURE O MULLED 8Y$TEM. FitOM TRE WINAOWS OR MUIIS�t APPROVAL WILL APPLY AVAILABLE AS UPTMNAL-• ••i • •vmm aAI� •• ' '••• 18) SEE BASET r 8 FOR MULIION/ML.TAL ATTAt DETAILS Sc OPTi0128 • • • • SAL• BLJ TIo$•• Il��atdo•, 14. ALL MBYAL/SlEEt.1R CONTACT W M ALUMINUM OR OWES DISSDMAR MATERIALS TO OR • • To Wm ON 4 OF 6) FA1NT�t OR PLATRD AND BHAII•MLLST SE LIMN 2008.8.4 OF TRE 2014 FLORIDA BLDG. CADS. • • • • ••• 1/4' TAPCON W/ 1 1/4' 114 SX&V/1 1/4' THIN EMBEDMENT INTO ItC ALL WOOD W=ENGINEERED SEPARATELY MBA EN�IINENT INTO VMSTED NI ASS :M:b.`• a+r WOtID HUGK4 a TO BE REVIEWED BY BLDG.OFFICIAL CrYP,) tSEE ELEVATION Al SHEET It (SEE ELEVATION AT SWEET 41 FOR MAY.FASTENER SPAVO .'••., FOR MAX.FASTENER SPACII�i PT WOOD X=NON'BY LAWSON DM <� 1 in,N!N AWWUYE mw SUSTAIN UPOSED 1 OADS MOVING cawGim S•,cl: •��' t RN2RRIOR �' }/4•TAPCM W!1 u4' AM 4' a 7 1 4.a ENBEZ ATUINTOAMEET At •<•''+ fOR MAX FASTENER MW= p .:1�•'' as• r • '•• 'a m� M .V ,�, s•` •S'wj 4,°"r ''Tf{ � v til gg� 0 1 Mr MR B65i 1 -a EDGE DISTANCE 88tt MOLTER CAULKING } le t NEDBING EXT.cBTAOE ® 3 B 1&BRERIOR SImom.UZK ADHESIVE LRAmAfD CAtDJC PERM► CASRIONG IN 10 TED MASS WDNOBH fR+NR WtD1N 11 MIN. 914 Saar.W/t 1/4' r til. a NII oilENSUMENT INTO Wry VPiNIH1Mit BURA LEM NOMBigjiTEgjQI: Dist t86£ELEVATION AT$MEET 1 FOR MAX FASTENER SPfNrl,l6) L THE WINDOW FRANC FLAK TO HE BACK- D D W/AN EXT. RAI.S GLADE CAULK TitRIT THE ENTIRE PERBNETQI 13F f1AMM MUMOR 10 EXT.SPADE EXT.GRADE BY WINDOW INSTALLER(TYP.) gpBJ1 &THE EXPOSED EXT.PERIMETER OF THE WINDOW FBAW TO 4. BE SEALED V/STALES VAN AWED EXTERIOR GRADE CALLK 1 •WASN THE OAP BCMUN TAB VOIDOW FRAMB AND THE BUCK CFA �{ 4 9 B ® 7 MASMW MISS THAN IN,OR=ARE NOT RBS. t ANCUM NQS: ANCHORS TO BE N12 SMS OR WD.SCREWS INTO WOOD,13R B } t 1 1/4' TAPCONS or APPROVED CONC.FASTENERS INTO Com, t WITH A MINDB.MM OF 1 1/4'PENETRATION INTO WOOD AIR t COMM (REFER TO LOAD TABLES AT 94EET 4 OF S FOR • tNUAPITr= REQUIRED) 8 B 8 t8 � � m d 2 2 1/4' MAX ••• i i ••• • • • • ���� Nt kiarlrlrl3l GAMUALXIMW SHIM • @ •L/ i,� TYP • ar •�°rrD�NEsi�da to `. a . �.�. a. EXT.C +WE ••• ••• • • • '. � fT> CAULdt • • •• • • 1 BY GR B BY • • • • • • • •• • •• •• �fB/IftdN• ,�� �` HOOD 3= • • • • • ••• 81t}lN • • • • • • • • • • •• •• • • • •• •• ••• 8 0148"W/1U4• MR EMBEDwa RM van kd t t FOR 1 fAsr�E�i > I pR 8 6 a -SLUM MOWaw e99 181T HT L�Wsterares SUM �M ws 8.880' BBMII W. PR.R ) GUK A7d g ff 5 • tT>Ol 4iA®i mom 0 Aw FLN=WMAM g!•mumw ` LACI{ LATCH AND SEEP OPTIONS MallLEB aass 6410 d{ L• 1. DOTH BMWED AU M1 MM AHD PLASM L.1PT HANDLB _ LOW ARB QUAIRIED FOR USB ON ALL WINDOWS. r 2. BOTH DIB CAST AND MM CAN LACKS AM QUALi W f far A141LAtd0 sass FOR USS ON AM V=OWS. Scus am FM ICOR 8 TWO( LOCKS AM WWfi ED PER EACH MT. a ur>a no==D8!n'>L� no===as eLase axe' LUUMUD MAN MUM WW 4 Q .!APPlff9 d ! 1B•ISA=GLM OYER M&LM 161b.E9 Te MAtSLE PV8 EfO 810E PLYV008 81ffiA1i8118 (q 8 Q*W nA91C 0001 A RQxrom gp Ta 1R SPECVffi8 8Y AAg6TECT OR 0L j1AC��Sf I= FRAW INH'!'ALLEM DJy"f h L dd Ba91 Qft�uwww ALt90A844 l4ALI9H t !/B'IAT-STIfdA�aa88 � Ft.AT HEAR 3/41 fXR13P8. um 8 sw KA=a1l9tl.AHA CEBI@A1 � 0 W faWAT4MW0M C8 8LA944*-"FMFF;w��l 1 L FilTtOlIB. i'! £41ENA1'H4!P87D (ALUM."w wt ramp 1NT$M10 4. ti Rom 1!!E LASER"Mam 0f$=I SHIM t t mm no=0 W."IML 0 ! W%4'L ' IOtT A i ow am=894 TAp1E0 SpF1'fWBf 8� Hof 8884 a 31E9TH i.ALl.31EEt a COMM TBTH ik ALSHL T6 8E PAtl1TED QR PlATE0. Gun Compommm6 qSTEEL t�to UK f1{ tat. • n= alms tAt01009 (NM 18 0A.MK mu-0.040 � d WAT-SMUMMM a" 10 AL W=s SBS^T8 Ift a oA9r vLAsrx aT n"M &aV MMM P" 1dXTl�DR SANT BENDOm R W"0078'Lat TlaTCj 0 VB'1QAT aA9S a"' ' CM IWAt� 4 L4.80"M AW VW MWAMM CAl8.1= s lim At0RAL60 el" is= a mum • i ••• iq}d[i �( t� A'PTA l)Ik"1'A>i ;gz��la,ic fi� ��i�? fl1W • • ••• i•• i•• ••• j'Ad H.......... •• P11 RNYIffiO 4t aF'4 ! 1/0'AHI0.ALC8 aa86 yl. 8 4 wa9R6 aTE10.AYlT! uv �Ptet PV8 6�yN�� d �Fit 4 3/4@aHT.=AW 8PACHSPACH ��� • •• ••• 0:0 ••• • ANO • � %.•. 2 rte:�,os • Ghh G DETAU AND OPTIONS ••• ••• ••• •i •i i•• tsxrloflt! i • • • • • • • • • • DESIGN LOAD CAPACffY -VIEW WINDOWS W/3H VENTS MEW LOAD CAPACWY"O-9"LUMWACO" g +/-PteOmereO 9 +/- M % WINDOW Jamb Olase Type Glan Type 01888TYPO WINDOW Jamb 6I8681 GMWTNM GIMTYpe GlaseType (RaeaType Qt=Type WIDTH HEIGHT AaohOre 48 8 M& WIDTH HMQHT AnChM 2 3 4 8 8 7 18.12 $0.625 60.0 .0 $0.0 MM ' 28 80.0 80.0 84.0 80.0 80.0 80.0 20.8 .828 80.0 80.0 2&5 2-0 80.0 80.0 00.0 80.080.0 800 37 80.628 8 80.0 0. S7 28 4 g0.p �.0 800 80.0 80.0 80.0 42. 28 80.0 So.0 .0 ` 42 2B 80.0 80.0 7 00.0 80.0 80.0 80.0 48 80.828 60.0 80.0 80.0 � � 40 26 no 80.0 i 00.0 10.0 80.0 SAO 83.126 60.020 1 00.0 80.0 0.0 SS.125 80.0 80.0 80.0 80.0 80.0 50.0 1 .t2 88 BOA 8 .0 0.0 18128 378 NIA !m 80.0 80.0 80.0 z 28.8 88 80.0 .0 80.0 2.6 38:375 80. 80.0 80.0 80.0 BOA 80.0 gg 37 8 80.0 80.0 0.042 50 76 8 S7 38.378 800 80. 80.0 0 no Moo 48 60.0 60.0 80. 42 32975 4 50.0 80.0 80.0 no SILO 80A 83.128 68 80.0 80. 80.o !/.f 48 38.375 80.0 SOA rM0 80.0 8D.0 80.0 1 .1 63 00.0 60.0 9125 3a.M 80.0 80.0 00.0 80.0 8IL0 80.o a 8, 80.0 80.0 $0.0 19.125 i x.825 80.0 80.0 80.0 no Ko 80.0 37 83 6 00.0 8 . 80.0 28.5 f 80.828 I 80.0 80.0 80.0 80.0 80.0 80.0 42 83 00.0 00. 90.0 80.826 S no 80.0 00.0 80.0 noo 48 80.0 80.0 Q / f 42 80828 80.0 80.0 80.0 no800 80.0 83.128 83 6 .0 50.0 80.0 48 828 80.0 80A �A 80.0 �.0 8IL0 or ISAR 4.2 00.0 800 80.0 83.128 MW no 00.0 80.0 .0 80.0 38.2 y _ 28.5 80.0 80.0 0 18.128 0 -80.0 no 80.0 80.o 80.0 80.0 37 74.26 9 60. 80.0 80.0 2B,g 38 Sao 80.0 no 00.0 80.0 80.0 2 74.26 1 $0. .0 90.0 37 so 8 80.0 no 80.0 80.0 M.o 38.0 19.128 79 1 80.0 80.0 80.0 �� 42 88 Mo So.O no 80.0 80.0 80.0 8. 7 80.0 80.0 Q 48 38 SMO 80.0 - - - 38.0 7 78 8 60.0 80.0 80.0 69128 80.0 60.0 - - - 80.0 `� 1 42 18.128 38 80.0 80.0 no 80.0 80.0 80.0 `I DESIGN LOAD CAPACITY S -VIEW WINDOWS W1 4H VENTS �,� 21 5 as o S0.o wo 80.0 80.0 no I� 9 4/-Prewras j � 37 8S S 80.0 80.0 0 80.0 8IL0 80.0 WINDOW Jamb Glass Type Glass TM Glass Type 42 83 $0. �0 no S0.o $0.0 no WIDTH HEIGHT Anchors4 8 8 e9 80.0 no _ 80.0 10.12 59 80.0 80.0 80.0 19,1 L 80.o eILo - no j! 28.5 59 60.0 80.0 80.0 1a128 74.28 no 80.0 80.0 o Mo 0 las 74.28 eILo �.o eILo �.o �.o �.o ; 37 88 8 80.0 80.0 80.0 All 37 7425 a no Mo - 80.0 42 59 80.0 80.0 80.0 42 74.28 8D.0 80.0 •0 59 80.0 80.0 80.0 46 7426 no no - - - no 53. 25 59 80.0 80.0 80.0 125 74.28 74.0 77.0 - - - 38.o .,• 19.125 78 80.0 80.0 00.0 80.0 SILO 80.0 m 19.125 83 80.0 80.0 80.0 / � �. 79 no �.a �.o Mo eILo eILo r 25.5 83 80.0 8D.0 80.0 r . 37 � g 90.0 �o - no 37 83 $ 80.0 80.0 80.0 42 78 720 7B.o 70.0 42 63 80.0 80. 80.0 48 78 71.0 •71.0 Ito 48 83 80.0 80.0 80.0 APPROM 53.12$ 83 80.0 80.0 80.0 COIdRIOURA' ONS •• •, • • • t ••• •• °°ttttutttttteBeji 19.125 74.25 80.0 H0. 80.0 UN->AOUAL IPPS • • • • • • �`°O 28.8 74.25 80.0 �.0 80.0 . Lir r •• • • 37 74.25 8 �.0 80.0 80.0 f•• • msa y w O ° 4 74.25 80.0 80.0 80.0 83.125 74.25 80.0 80.0 80.0 19.125 78 80.0 80.0 80.0r'1• • //"♦�• •//��/r•• •• \•� = :s 28.5 75 $ 60.0 80.o eo.o . •l • • c %y1 37 78 80.0 no 80.0 •• eejeettfa saactij10a 42 78 59.0 79.0 79.0 AVP44Y13�C01QFIfi�RATIdN3 - S4�UAL• • • ••• • • • • ••• FDIBD M RAIL BILL OF MATERIALS L HEAD L-7YO4 ITI�t PANT# . DESCUrTION BB:MABKB O >asa FRAME TOP CORNER I L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINA 9 2 L^7802 I FIN FRAME SILL 6063-T6 AL�J)OIIlkO Q 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALIDHNSD4 " ssa 4 L^7704 } FRAME FIXED)£E7'IAG RAI 6063-T6 ALUMINON) S L-7705 1 VENT 14EETM (YID')RAIL 8053-T6 ALUMINUM 6 L-7706 1 VENT BOTTOM(LATCH) 5063-T6 ALUMINUM 7. L-7707 2 VENT JAMB WEE)RAA. 6063-76 ALUMINIM 8 L-7708 REWL M-02 PIG WAD( 3/8' ) 6963-T9 ALIDDNRR) t�,ro AunmwK ) 8 FS-006 REBID,FRAME ASSEMBLY SCREWS 98 X 3/4' PA 10 FS-040 AS RE()D, INSTALLATION SINS 914 X 1 1/4' F H!PHIL. FRAME a" FRAME JAMB 11 t.-7931 REO'D.BA.B VINYL VTS'P 1/4'DIA BULB 93033 L-79'02 t eot��e ata�m) P O t eoa-td ) O 12 PWS-�3 AS REWD,FIN SEAL WEATHERSTRIP .187'x230' a 13 PWS-MS AS REND.FIN SEAL WEATHERSTRIP 487'x,350' s 14 PWS-09 AS REWA FIN SEAL WEATHERSTRIP 387'x.310' 18 10-924-1 2 SELF A�SIVE PILE PAD 1/4'X 1 1/2' a P7 16 L-77U AS AM (.LAZING BEAD/ D(StBATED 6063-79 ALUMINUM •17 L-4204 RML GAZING BEAD- RAMUS 6063-TS AUJt4INUM ��1 18 L-7723 1 SASH BAS CAM/GRDE (2 X VEPM get 19 L-7728 2 RIGID VINYL SASH STOP (2 X FRAME) ssa 20 L-7727 2 BACK&TAME BALANCE BSI Bntnex• Systems $J 2 21 !^7939 2 VENT LIFT LATCH 6"3 IS ALS>MTt884 i 22 L-7923 IX LATCH VENT LATCH SPRING STARLESS STEEL $ aeJ 9 23 x REM GLAZING SILICONE SEE GLAZING 0 SM.3 YEN4'iNPPERI.m RAIL VZN1T BOMM RAIL v�JAMB "I, ® 24 x 2 VENTLw* LIFted Gtass SEE GLAZING MAILS I<7905 L-7708 L- 2S HC-087-t 2 VENT LIFT LATCH b D NYLON O t + ) © (sow"am==) O (Sow" ) FRAME BOHM CORNER 26 HC-058-1 2 VENT SWEEP LATCH MOLDEO NYLON 27 x 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC-026-I 1 SCREEN FRAME &MESH g p 29 L-7730 1 PRODIICT LABEL d $ VENT TOP CORNER x x xan x u6s a 31 SM-SM REG%JOINT S£At.ANT SM-5904 A68 32 x RE&71.PERIMETER ACRYLIC CA(&.K OSI POLE of � • you a•ae ae 0t •! �,Ote uax raP� LUMdLAZINd BEAD VC10 BEAD dLA2iNd BEAD7L- i L-480.1 •• • • • • • ••• ••• `,`9�tt#tstt�3'1ei,. 062 ( ) (sots se umtM) 0 t • • • • • • • •• • v+h •b:7�s j 0 ••• i i ••• i•• i•• •• O O a+��lzloifda�-I� 'z w aci Co©• i Ato ,• r VE BOTTOM CORNER ••• ••• •• • • • • ••• 7 ;o r • ,t�,, Aga abs �eMR & SASH COWN D)'91AII 8 • • 000 •: •• :00 to tsc (0088%now=) • • ••• • • • • ••• • • • • • • • • • • •• 0• • • • �• •� •i• } Law � �(3 � u�to � S MIAMI•QQDE PAUM -RADE COUNTY.MORmA e PRODUCT CONTROL SECTION DEPARTMXNT OF REGULATORY AND ECONOMIC RESOURCES(RM 11805 SN 26 Stcee,Room 208 BOARD ANDCODE ADMINISTRATION DIVISION T(786)315--2590 F{786)315-25" NOTICE OF ACCEPTANCE {NOA) �mlamlelsde�ov�eco0amv Lawson Industries,Inc. 8301 NW"Street Medley,FL 33166 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.MiamiDade County)and/or the AHJ(in area other than Mianir•Nde County)reserve the right to have this product or material tested for quality assurance purposes.If this proonq of material fails to perform in the accepted manner,the manufacturer will incur the expenses of gugh testutg and the 4W..; may immediately revoke,modify, or suspend the use of such product or matetiat fthin tl w isdictton. RER reserves the right to revoke this acceptance, if it is determined by hgamii-bade County Product • Control Section that this product or material fails to meet the requirements of the appF ble kuiling code,..::. This product is approved as described herein, and has been designed to comp]j y*%the VbtWBuil4jvg.. Code,including the High Velocity Hurricane Zone. .... .. ..:. DESCRIPTION:Clipped Extraded Aluminum Tube Mullion wl and w/o SteeKtalliforecifient s LAL19....: APPROVAL DOCUMENT:Drawing No.LAW-4W,1001,titled"AhunintiN JZ Mutli4v';Sheet$.QI... through 10 of 10,dated 0027/10 with revision "W dated 08/01114,prepared by ananufa "p ai'gned and•• sealed by Thomas J.Sotos,P.E.,bearing the Miami-Dade County Product Coy mf Section Pw*on shwep• • with the Notice of Acceptance number and Expiration date by the Miami-Dade County 13rt tt&;Control Section. MISSILE IMPACT RATING:Large and Small missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series,and following statement: "Miami Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,andt 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. ADVERTISEmzmT: 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 revises NOA No.12-012'!.07 and consists of this page 1 and evidence pages R--1,13,2 and E-3, as well as approval document mentioned above. The submitted documentation was review by Jaime D.Gascon,P.E. NOA No.1+-M.08 Expiration Date: May 30,x017 u Approval Date: November 06,2014 � 0 't( S A� Page 1 Lawson dustries,Inc. NUTIC,X OF ACCEPTANCE: &IME1NCE SUBMITTED A. DRAWINGS 1. -Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 02-0501.05 and 95-121209) 2. Drawing No.LAW ML-1001, titled"Aluminum Tube Mullions" Sheets 01 through • 10 of 10,dated 04!27/10 with revision`B"dated 08/01/14,prepared by manufacturer, signed and sealed by Thomas J.Sotos,P.E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI- 02--T071,dated 09/16/023,#ested per ASTM E8,signed and sealed by Rafael E.Droz-Sada,P.E. 0.0• (Submitted under previous NOA Na 02-0501.05) 0••0 0 ••• :0600: 2. Test report on: 1) Uniform Static Air Pressure Test,Loadint pef FBC, 2029:4 along with marked--up drawings and installation diagram oJ.V;;span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,0 .b Hurrivam 6 Engineering&Testing,Inc.,Test Report No.HETI-02-1714,elated ZZ,sigma• and sealed by Rafael E.Droti Seda,P.E. ••'• •• :9000.•••• 6 (Submitted under previous NOA No. 01.-0501.05 0000 6 0 0 • 3. Test report on: 1) Large Missile Impact Test per FBC,TAS=194. 0009:9 2) Cyclic Wind Pressure Loading per FBC;T's+�;-S.4203-440••0 •; along with marked-up drawings and installation diagram of 12Vjnch spWalumidM.6 tube mullions with C4 x 4.5 steel channel reinforcement, prepared Tj*Hurricane Engineering &Testing, Inc., Test Report No. IMI-02-1716, dated 8/27/02, signed and sealed by Rafael E.Dror-Sada,P.E. (Submitted under previous NOA No. 02-0501.05) 4. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203--94 along with ma&e dup drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718,dated 8/27/02,signed and sealed by Rafael E.Droz-Sella,P.E. - (Submitted under previous NOA No. 02-4501.05) 5. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Rtport No. HETI-02-1717,dated 08/27/02,signed and sWed by Rafael E.Droz Ste,P.E. (Submitted under previous NOA No. 02-0501.05) Jaime D.Gascon, .B. - Product Control Section Supervisor NOA No.14-090&08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E--I hawson Ilxdustries,Inc.. NOTICE OF ACCEPTANCE:, ECE SUBND B. TESTS(coNmNuw) 6. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.F71 -1376, dated 01/31196,signed and sealed by Gilbert Diamond,P.E. (Submitted under previous NOA No.95-121109) 7. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90-inch span mullion and a 454nch high fixed window on top,prepared by Fenestration Testing I.tcboratoM Inc.,Test Report No. FTI.-1383,dated 02/13/96,signed and sealed by Gilbert Diamond,P.E.. . (Submitted under previous NOA No. 95-1212.09) •• 0• :•: :*000: C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, AC-2010,..:. prepared by manufacturer,dated 05/17/10 and updated on 011=2,pra'0W,signed:••• and sealed by Thomas J.Sotos,P.E. ••••• ; .004, ••••• (Submitted under previous NOA No.12-012Z 07) •••• •• :•••• 2. Glazing complies with ASTM E1300-M 09 ���•�• � • ...... .... ...... . . • D. .QUALITY ASSURANCE . . .... ...... 1. Miami-Dade Department of Regulatory and Economic Resources(RER7••• E. MATERYAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5t°Edition(2014),issued by manufacturer,dated 09/02/14,signed and sealed by Thomas L Sotos,P.E. 2. went of State Certification of LA'WSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance to and complying with F$C 2010, issued by manufacturer,dated 011?S/12,signed and pled by Thomas J.Sotos,P.E. (SabnthVed under previous NOA No.12-0127.#7) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J.Sotos,P.E. (Submitted under previous NOA No.12-0127.07) Jaime D.Gascon,P.L Product Control Section Supervisor NOA No.14-0908.08 Expiration Date: May 30,2417 Approval Date: November 06,201 4 Lawson Industries,be., NOTICE OF ACCEPTANCE EVIDENCE SUOWMD F. STATEMENTS(CONtAWRD) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code,notifying original engineer that the successor engineer is assuming full professional and lejal responsibility for all engineering documents pertaining to the NOW's No.'s 06-0620.17 and 06-0620.18, dated OS/20/10,signed and sealed by Thomas I Sotos,P.E. (Submitted under previous NDA No.10-0610.02) 6. Laboratory compliance letter for- Test Reports No.'s HXT142-1714, HET142-1716, HET142--1717, HET"2--1718, dated 8!27/02 and HE1 [-02-TO71,dated 09/16/02,all issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E.Droz-Seda,P.E. .. . (Submitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-113W,dated**Q VX/96,�'�nd I+`r"383, dated 02113/96, both issued by FenesfttionjTest hg L bo tory, trice. signed and sealed by Gilbert Diamond,P.E. .. .. ....:. (Submitted underprevious NOA No. 02-4501.05) :•••:• ••••• .... . .. ..... G. OTHERS •••• •• • 1. Notice of Acceptance No. 12-0127.07, issued to Lawson 1it}stries,Mev for tivk.. Series"Clipped Aluminum Tube Mullion w/and w/o Steel ReWorce$telt. L.MJ .;• approved on 03!29/12 and expiring on 05/30117. • sees Jaime D.Gascon,P.E. Product Control$ectlon Supervisor. NOA No.14-0908.08 Expiration Date: May 30,2017 Approval Date: November K 2014 E-3 MIN. EDGE DISI'. - - i 1/4°MW t_tpy ROL Woaptpommm 1-1/2•ero tf 2-3 18° CONCRETE OR �j 2 PER am(t ON WN f PER AKaE 4 OW s/ie as _ 3/4 1-344M�ro 1-3/4'M Fymo/m mz rg$ .;1. :5t,.' •'•,••` `a•7 M �• •. �•• M '�^ •. a. •' ------- IIX6 FlAm CLP X t ' 2 MIN. I By O 8 2 BY _ G= � \ - - tx nag=CUP �;x, ' 3/4° MIN' t — ANCHORS TYPE 'D' (INTO BLOCK) ET) 'E DIST. I-I/Y WLa•Taawxs t ANCHORS TYPE' QblM- cONCRETE� ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE ORi TTAA�FS MAYO TUBE BE HU OR FLAT WAD. 1°x4° & 2°x4° t�tJU WL EDGE DIST. 2-3 le CONCRETE OR t 4 HOLLOW 9 8/tb'rAP�t� b/ta•w�oxs }}���aa ! i-3 4•it�t.flIBFD a1f0 MASOtAR1' IL1 2ux 2 x 1 2 PER aJP(t at Ewa►wmo I-3/4`trial.FULLED 1 PFR ALL CUPS AND ANGLES TO FIf SNUG �:� '•�. M� �;' .' '•� :'�' '�' 1 INTO TUI#MULLIONS d,, • �' °_: ••. Mom TAFCON5 MAY BE HEX OR FLAT HEAD. @ ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD s t8 TAt ' ----------- -------- wow auric i J Ix FiORM ar x t e• 1 1/4' IN. t-t til ti PFlte7RA18�1 t_t1.WL t� El 4 PER atP(2 ON FAa1 2M= it ANCHORS TYPE 'C' !INTO BLOCK) ' "'':;v; �' . •r ANCHORS TYPE 'F' (INTO CONCRETE .;i•.•. :s;�i'Vt t' • •• ••• 2 ANCHORS THRU 1X BLICl( `it6tEf{tttd!!! • • • • INTO CONCRETE OR BLOCK • •• • 6.,•• S!v gra 1 2X2 X t 'Vj, (}= 1O wow 1'<ZoD=RBVM6D a �: It • • • • •Awe C� /1L`j v : s'�r.,'•• ANCHORS TYPE 'B' i i i • • • • • •i i zo �',y�• tc Gee+°' • • AKalall�A • • 17rj471i,:::t6°' 4 ANCHORS INTO WOOD • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• MIN. EM DIST. WN. EDGE OW. 6/t••VFMM 2-3 r CONCRETE OR 2— t-3/4•kaL—Doo www HOLLOW a Put m WXO) S/W VPCM511or f-3/4-WN.DM OW WSONRr 1-31,r Now an MASOM 1-3/4'WL USW WO WMM 'r IN. I m AMME , CW(2 ox E40 WM) 2 PUt MW J,4".7 CONDSM OR CoNcom OR] ilk CDAW GLM CEMEur OLM 6X 2Ae CONCRM OR 1-1 1 11 Zi CEMOU mm M2AMIf L 2 7/i8 FLOAM CUF A 1/4* WAL ANCHORS TYPE V (IN-TO ELOCK ANCHORS TYPE 'C' (INTO BLOCK ANCHORS TYPE Y (100 CONCRETE) ANCHORS TYPE V (INTO CONCRETE 2 ANCHORS INTO CONCRETE OR WENT BLOCK 4 ANCHORS KM CONCRETE OR CEMENT BLOCK I*x4" & 2*x4"WILL AMOM ANC"M LOMIM WAL FLaam CUP CDW w= t 4b 4b re L 1-3/4;UMKM 2 CLIP ZT OR A IV 1-v4*WL NAa J12 AM 4 PER Cup CI ON E4cH W4) FM AMS Vo 00. ALL CUM AND ANWLES TO Oftlb Km TUBE muuj%m TAPOONS MAY BE HEX OR AAT WAD. see 000 0000 womomw 90 P��To qzkii� WCAS AS,WMINOUS PANT ON ..... ...... WATER-WHITE METHAMAME LACQUEIL, 00 00 t TAPO ML DASMI afro w m mat 0:0 MIN. EDGE DIST. YIN. EDGE DIST. 2-3J18" CONCRETE OR 2-316"CONCRETE OR " 4 HOLLOW 3-3f4" 1-3/4UPOM-MK UM air 4 HOLLOW 3-IN, I-v 4 PER GIP(2 CN EACH SN110} e r,r ��..:�.t ''�•.':; •. ° 4 eas; %'M CUP LENGTH •L._" ..`:, •. '•t: ••i ,"* i~1 �M f. e. Y 8 X 4 3.66dEf' � " • R X 6 9.686' •$ O ley 2W MULL 6/18'UPC= °nwow rJoK 3 E11K6 REQ MASOM \ go�' 8/S6'bIPG%8 4;4PGIP(1 CN FAGi tibti6j1-S 4'faMl.EMBED IM 1NMSX W1 3f 4" ------------------------- 1 3f4"3/4" CLIP LENGTH 2 X 4 3.698' ✓'----_-...... :. as 2 X 6 SAW \1 z a. t• • 3-3/4" t t a NIL 5 11/19' AL q,�AD ANGLES TO RT ANCHO TYPE 'E' (INTO BLOCK) INTO im MUUXw. ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS TYPE 'E' (INTO BLOCK TAPCONS NAY 8E HEX OR FIAT HEAD. a ANCHM THRU ix slxac ANCHORS TYPE 'H' (INTO CONCRETE) CUPS OR ANMM CONFWW DIRECTLY TO MASONW TO 9E PROTECTED ANCHM X,RO CONCRETE or a= WITH "CALI-RESISTANT COATWOS. SUCH AS;SMAMM PAINT OR 2"X8"MALL SHOWN WATER-WHR METNaCRdATE LAWJM • o .. • J � a .d"Ay PxaDMu:fRPIYPseO :V o • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• ••• MIN. EDGE DIST. 2-31CONCRETE OR �14' !M K3-3/4" CLIP UNG'TH Iffmi Mo— •,� .:tip•..+: •.t.:•. ..M ��.:. ..;.•• ' •� a. •i^ ••:.•• a. :. s'� v 1 X 4 3.688' E X 4 3.688' $ w 2 X 61 5688' z T.ALL CLIPS ANO ANGLES ARE TO nT $ x M m a s eWu i 2X x, r ANt ES NF M SNUG dd 8 ------------4 JL tNTO MULLKtNS,SEE OPTKINAI. aNtMIMEral AT SHEET 9 OF 10. 1 CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO K PROTECTED1 TM L ULM WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WAYER-011TE METMACR ATE LACQUER. MIN.EDGE DIST. 2-3 18 HOUIN 112 F.N.SAM—,-, {4 1/8•T19pf At19A p1Al9Rt. t33 LEN01H TO!W Sf8%f � 9110 6xRLWN um UM= AS Mi MAY 0 ALLONOTOW DI ::•�:1 '. M A8 MV A TO ALt/k9 918TALlAixkl Of�AtQBIE LOCATION OF SCREWS CONNECTING •:; • •• ° •+• CALX%JOW AF►FR ASSIMMY ANGLES TO TUBS WHERE JAI ESBa�� ARE NOT FIT SNUG IM Tum .-'� AC=MOLE t-1/r Oa.L>AL CO --5/"2) — --- ---- --- allirweamt 3' 1-31V WL DMO wo NA 4 P62�At= AM=PER ANt ----- ------ —''-- .'. ALAN ARM PM up 1'OR.MW. 9 R• 3/4'x r x 11V MR AGB at� d'• • • • • • • • • Owr TO RT BIRIO 91810£TUf>F `y4.tttt44titlltr�a All fi.,�i' •.• • • ••• M OWN USE CMM FOR ANCHOR TYPE Y TO VERIFY CAP IIY tx)11NECTIt>rl " sx ;j • 3»3/4° ALL NQFS fTf SOtUO �'�u0 .. �O � �,� ,. � � I,NN. IN1'D • • �C .•",s�+ w�, ,, Lya.� 1 3/4" OPTIONAL ANCHOR DETAIL t. AM=WO CONCRETE OR C.EhM BIM +4kanf • • • • • • • • • • •• •• • a • •• wi •i• THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ANCHOR/CUP GLAZING ANCHOR/CUP COUNTY CAN IMPS AND PACT PPR_OD�UCTS. PRODUCT HORIZONTAL MULLION RECTANGULAR ALUMINUM TUBE MULLIONS �3 ANCHOR/CUP HORIZONTAL MULLION G�� USING MULLION PROPERTIES oNLYj s { a PRODU 3 GENERAL NOTES: 1. THIS PRODUCT "a SEEN DESIGNED TO COMPLY WITH THE QTS OF THE FLOI M BIRLOND CODE 2014 EDITION 8=M= ggt ! E.W VERTICAL. VERTICAL. +'a HIGH VELOCITY HURRICANE ZONE(RVH* S 8 2.ALL GLAZNQ QS TS USED WITH TIMLB LGN MUST MEET Tw llaa FFii MULLION MULLION SWMMON,FORCED ENTRY R681S MM SAfE6l �LOW WATER g I v D 3,MULLIONS ARE AlfMIED FOR RWACf AND Mi-W=APPUM GLAZING GLAZING GlAZ1A1G � � GLAZING � MX:LUDIIG WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. Is PRODUCT PRODUCT PRODUCT t PRODUCT 4.OW VXO.IN OTIM Muer 13E AWWRED PRVIXY To II VOULOADS 70 THE Snax%mE. C S.*==SWAL BE AS USIM,SPACED AS=0 ON DEWS.MINORS � 6 EMBEDI T TO SASE MAIM SHAD.BE 8E1OND WALL ORE'SM OR SRIDCD. HOR/ 8.ANCHORK0 OR LOADIN CONDITIONS NOT SHOWN MI THESE.DETAILSARE NOT PART OF TW APPRWAL 7.A LOAD MMM MUST M IN ALVARSEE STRMS IS USED IN MM OF cop WOW ANCHORS ONLY. S,MATOWS BI LUOM BUT NOT LRSIED TO STEEL OR METAL SCREWS. ILI] W2 W3 TW OM BIRO ODWACT WITH OTHER DEAR MATERbWB SK4LL MEET MULL= $PAN MULLION $PAN THE SMS OF THE 2014 110M QUXL CDDE-SECTION 2=WUA4. WIDTH (W) WI + W2 + W3 MI MUU & CLIP NOTES: 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SKEET 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/C ANCHOR/CUP * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS HORIZONTAL MULUON 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET rl— 4 OF 10 FOR DETAILS AND NOTES. ✓: - GLAZING `:\ * REFER TO SHEET S OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS .'� PRODUCT ``�O 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 8, 7. 8, & 9 OF 10 FOR DETAILS AND NOTES. MULLION +c.} * REFER TO SHEET .10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS GLAZING GLAZING PRODUCT PRODUCTGLAZING GLAZING I PRODUCT PRODUCT $ � VERTICAL ANCHOR/CUP-1 MULLI( e • • • • • ••• •• ANCHOR/CUP • • • • • • • • • • ••• • • • • •• • M1 ;.f16�/S7rtrr�r7r e • • • • • • • •wi W2 3 1� L9.3 'atot 0 00 1 �. WIDTH (W} W1 + W2 WIDTH (W� W1 + W2 i i • i • • • • �a3§Oaei' •, ;:;>t r • • • 8 2 2 • • • • • • •• •i i Nott �� ✓a'A��0. RICAN M [ON ARMNQEM NTS rr'=r.:ltStaa�� Lsw aes m Law 4%rn. aaea Low me q s L405Q 00 L739 aE9 3.06E 3M is � 2 H > 17J8 Es6E Euro + O S 9X MULLION Q N 6083-To .tee4=km IM '� .1� .196 .M87d88. Lm fdBB Lm 'L' 2X6 1 X4 1 X3 1 X3 1 X2 1 X2 f CWTOMATOM fdULL10NCUSTOM 8083-T8 X10 8083-T8 8083-Te 8083-TB txx: 2.070 UL4 baa 1.000 id! baa 0.950 bw 0.370 �� btw 0 330 ink m m Sm 1.035 ICs Swa 0.867 bLW Sxx: 0.833 tn' Swa 0.370 0 Sm 0.330 0 v ® ® EOS (RANGE F� (� ) ( F+W e I+toNds 4 ® Tt W ILL 2A� i.� C! ALLOY m 0003-78 AN >so •o 7 A Prim= 404 � �1 SA00 8.000 .LES L� 4180 r Li "JMULtIOPI CLIP 8�0 4�8 1�0 LU L 8083-TB 1 X4 1 X 3 i X 2 MULLIONS CONTAINING STD, TUBE MULLION STQ_ TUBE �0n i uw SfO�{�MULLION ION t I.• TYPICAL GLAZING PRODUCTS 2 X 6 GW3-Ta 8083-T8 9=3-78 HORIZONTAL OR VERTICAL 2 X 4 bx 2.070 b t boa 0.950 0 baa 0.3'..0 bl� STD. TUBE MULLION STD, TURF ML�UDtd Sm 1.035 bt' sm 0.833 � S= 0.330 he o• o SEE IN=OR o00R APPR�IR 8083-To 8093-18 o ® FASTEWM SM AND SPACOM bna 8.260 in4 bar. 2.980 in4 rT Sm 2.780 tn� Swa 1.490 Ms y .L.", • �. CUP LENGTH RECTANGULAR ALUMINUM TUBE 11ULti(Xc(S 18U1J, •La �STRUCT�NS: •• • • • • "raaatr usE lap-mull= PROPERM gm owes AND GtrAwe As FallaTs • • • • • MULLI ARE RATED FOR LARGE MISSILE IMPACT 1 X 2 16�' P 1 OESM LAAO REQS fit PA%MAM 8mm . ehl+t 4 AN Ri USED WITH ALL LAWSON'S MFAMI ✓;e 1 X 3 2.688' • • • • COLHNfY p�ACT AND NON—IMPACT PRODIHCTS. twtoi 1 X 4 3688' 2 =QL4=PV@XLM MEA1NA0<1= • OPiBQtaY 2 X 4 3.688• ; 10 eaaltat A8 PER t+IMO{iCT :Q=.a AppFaML o MIL 2 X 6 5.688' STEP SPW'ebL=UM Sill SPAW ••• •L�M•T.0•TIiE GENERAL NOTES ON SHEET > uasl0*VJ=ON OW 3 OF to MA • • i OF 10 FOR• CODE COMPLIANCE. 1.ALL CUPS AND ANGLES AIB:TO FIT STEP 51AN1 OESI1 PAM THAN . �W1i o� S" WO TLE MUUJONS. IN SRP I om MOROOOKULLL HED VERTICALLY OR ° ''• �• ANGLE CLIP 2.WHERE ANf a ARE NOT FIT SNUG um ANotolt 7YPE8 ON SHEEt a • AID AnaroaL CNNNS ••H Ys INTO TU8E MLNLIONS, SEE OPTXKq. SEEP B ON SHEET 9.T IECT ANCHOR 7YPR RATOgt • 3!REM TO SHW'I OF 10 FOR TYPML MULLIONOwn EABO NN DETAIL AT SHEET 9 OF 10. HAS TNAN im OESEfOi Lom IN NAEP I A80YE: /PITS OR STACK CONFIGURATIONS. • • • ••• • • • • ••• • • • • • • • • • • Wkth MiA.18PAN 1X2 1X3 1X4 2X4 I 2X8 1AidOa M LLSPAN 1X2 1X3 1X4 2X4 2X8 Wkth R&.L•SPAN 1X2 1X3 1X4 2X4 1X8 160.0 1 A 0 1 0 180.0 19.3 .1 80.5 180.0 i l 150A .0 l6.0 150.0 24 212 81.1 139. 0 31.5 4 28Z 123.0 160.0 150.0 SOA 50.0 1 .0 40.9 1 0 3 10 38 102b 150.0 1640 150.0 40.7 88.6 1272 150.0 38 21.0 30.3 84. " S 42 .0 180.0 150.0 150.0 41 34.9 78.1 42 8.0 26.9 �i 48 88.3V 76.9 1 0 18D.0 SOA 480 48 744W 89.8 950 150.0 48 110" 152 22.7 .1 172d 68.3 137.8 1 .0 180 54 852 1500 64 2a 58.181.6 123.9 160 1 24.4 53.3 - 50.6850 12.8 1 0 18.00 150.0 � .7 131. � S 2 1 1 72 20.4 44.4 202 72 16.1 1 47.3 95.3 180.0 150.0 1800 48.8 41A a 110.9 36.8 g 3 160.0 180.0 150.0 150.0 A 1 150.0 18 _ A 8_ UVA i 24 87.0 150.0 MA 1&0.0 1640 24 422 52.0 1324 180.0 24 - 23.7 34.1 94.8 30 A 142.3 18D.0 1500 13.8 73 1 1640 9.0 27.3, 75.8 36 8 118.6 9 88.3 0 36 15.8 22.7 83 42 .9 .7 160.00 .1 52.8 .7 1840 19.B 2 40 504W 33.6 99A USA 150.0 1 84 21. 0 2 132" p 54 29A 78.1 1282 460.0 15Q.0 64 18.8 40.5 680 128.2 84 15.2 42.1 so a 712 1182 150.0 9 N 38 63.0 1 60 37.8 v 24A 64.7 9 Be 152 334 40.1 0 .5 pd 72 0 a 72 30.7 .1 83.9 72 310 78 20A 54.7 89.5 1288 160.0 78 28.3 40.7 66.7 78 - - 28.2 18 82.8 1600 M.0 1840 180.0 18 377 82.4 118.3 1500 18 84.3 35.0 97.4 24 .0 g• 24 1•a1 982 24 28.3 73.0 30 8 o L 30 22.8 9 .0 180.0 30 21.0 .4 38 31.9 80.1 150.0 1640 160.0 18.8 411 69.1 14 36 17.5 40,7 42 25.8 772 131.1 160.0 9 38 .7 42 18.0 48 7 87" 23.5 87 .7 0 40 �" 7 49 144" 84 101 148.8 1640 .4 64 188 244 361 85.3 80 28 17.1 1 83.4 120A � 4 322 as 72 152 450 78.5 1141 160.0 72 M.8 29A 71.9 72 _ 24.3 18 1 1 0 1 8 7 831 1 31.0 86A 342 1 24 8 3 82.3 1540 24 23.3 A p 30• R177A 80.0 50 jIM 150.0 16.9 34.8 .6 36 0.7 1252 480.0 28.8 41.5 113E 38 45.6 430 42 tat W ! 42 35 VA 41 .8 48 83" 9 9 a 1n" 21A 31.1 862 411 �" %L3 44 83A1 54 192 27.740.0 .1 0 - 9 88.1 26 88 38.4 56.3 1540 � l8.7 22.7 82 0 23 71 33 3 1 0 71 200 �.8 7230.8 67 61 0 192 4 .5 t iTALWALM •• • • • • • ••• ••• TYPICAL 1AULLION ARRAPIGEMENLS • • • • •00♦ • • vERSll % �^ • i•i i i i i i• •• ;y M 1 TO 8E 9D • MULUONS RATED IN THESE CHARTS MAY BE ORIENTED MM RMIMMPAAR OWN go 0 ago pR0�1cTt1t as VERTICALLY OR HORIZONTAL(Y. • • • � 3• • ••• ••• ••• • r GLUM (INTE MAT1ON BETWEEN THS MIOWE!} • • Ac do 9�• ;;. r as ! 1 VWH (W) Wt� ••• ••• •� •• ••• 1j!}dFiltttt'i���, SPAN l • • ••• • • • • ••• • • • • • • • • 000 • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• ase eee ata ass TVP. a= �e ass see ae3 � vo 2 X 4 3m seWNW FRAME $ + • � � 2X MULLION 4 �C Gon-Ts 2 X B tee See f aee 1 X 3 Lsee I, NOTcdt 1 X 4 a• T CtICT(1M u�yl� STO. TLS L1ULI.I�I 8063-T8 80&1-16 CUST ��LuoN 8063-78 Te 4 , I= 4.709 $It txx: 4.708 int bal: 2.188 � I= 2.186 led baa 2.218 int ® ® o Sm 2.358 ink Sm 2.388 ink Sxx: 1.448 hu Sxx: 1.448 Sm 1.479 0 eaoo (nMK FRAMO ( (FIN FRAMO 0 IV.WALL .12r o amSVS T1 ALL 1.m AUDI'08083-T8 Typm amm PRURICT 480 —am e� 4100 6_4 Gi 12$At& a r, 4.� SE 0 .�• 1X MILLION CLIP am 4A* 8de8 MULLIONS CONTAINING NOXH jTICAL GLAZING PRODUCTS cams OPTOK HORIZONTAL OR VERTIceL WAND *asEl O,I wl&dw Modde ® o SEE OR 0008 APPFAM FOR 2 X 8 2 X 4 ® o FA91ErD:0.9 E4 AiID $TD. IAF M I IONI Na STb.TUBE 1Atn I ti'Xd BO83-T8 6883-0'8 4 V�, boa19.848 0 bon 7.848 int Sxx; 8.849 iris Sxx: 3.8�ins FF_ 0 Lae ti• ti• CUP ��'� �'CTAN n sa ALUMINUM UKs� MLn r TANS INSTRUCTIONS: - MULLION PROPERTIES ONLY IGW=AND AS POLl8Mr8 •• • • • • • ••• k�t`ebtlfttteB��ej 1 X 2 L688' • • i M%,&Uux)v•! RATED TORLARt1EidISSILEMPACT1 X 3 2688' 3TEP 1 oft u0fa s WITH ALL LAWS S MlAidi-DADE = ii X 4 3.6ffi• e •• "MM I6�ACT AND NON-IMPACT PRODUCTS. ;s m• ..a tQ oP 2 X 4 3.688' t >a Muwox As M PMOM 2 X 6 36�• TM 4 SPECIFY MA MUM SIOM SPAT tO 1. lB FER TO T IE NOTES ON SNEET 1.ALL CLIPS AND ANGLES ARE TO FIT S7EP 5 Tf1 i• •�•� td�t C011E tX1Mp1 U1NCE u SNUG INTO TUBE MULLIONS. N Sh'P t Amm • • •• • 2 UILLIONS*AY BE ORIENTED VERTICALLY OR �' ''.'•:t. . � ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG {e A typEg !>It a t g• 8R0 TUBE Mt1LLtONS, SEE OPTIONAL Ox % a om Tms ver11 01 • s 3!��i• 10 FOR TYPICAL MILAIM ems AFK260R I TAIL AT SFIfET 9 OF 10. 7W'n8 uwos a .IN Aeove • NTS OR STACK CONFIGURATIONS. . . • • . • • . • • STEEL R INFORC60 TUBE NUL N9 STEEL REMFORCED TUBE 1AULLJONS STEEL REMPORCED TLUMBE NU a6wa Width w. MULL SPAN 1X3 I 1X4 2X4 I 2X8 WIdth MULL SPAN !X3 !X4 2X4 2X8 Width MULL SPAN 1X3 1X4 2X4 2X8 � IN 60.0 950.0 180.0 1 150.4 if 160.0 150.0 1 18 0 95.7 160.0 160.0 4 150.0 100.0 180.0 1 150.0 24 139.6 150.0 150.0 160.0 24 33.0 71.8 118.8 150.0 30 180.0 180.0 - 60.0 0.0 1.8 1 .0 ISO.Q 150.0 30 26A 87.4 .2 160.0 38 180.0 160.0 160.0 160.0 38 83.0 160.0 950.0 160.0 38 22.0 47.8 77.7 180.0 42 160.0 1 150.0 42 79.7 160.0 160.0 180.0 42 18.9 41.0 8 150.0 48 38.318" 150. 180.0 150.0 180.0 46 74-414" 89.7 160.0 180.0 60.0 45 128" 18.8 86 t4 .7 $ .. 54 150.0 150.0 150 18 .0 B4 82.0 134. t A 160.0 84 31.9 818 133.! v� 60 150.0 1 180.0 180.0 69 65.8 J21.2 160.0 160.0 89 28.7 46.6 119.8 180.4 80.0 1�.0 0.0 7 110.1 50.0 180.0 1 2.4 108.9 z 72 60.0 80.0 10 . 0 180 72 23.8 38.9 0 160.0 150.0 1 .0 160.0 42.8 93.2 180.0 180.0 25.1 C a 8 1 .0• 150.0 160.0 160 1 428.4 180.0 150.0 180.0 ! 33. 71.9 118.8 80. 24 150.0 160.0 150.0 160.0 24 98.3 150.0 150.0 150.0 24 24.8 83.8 87A 160.0 3D 50.0 150 0 50. 30 77 1 50.0 160.0 60.0 19. 1 70.1 150.0 36 150 1 1 0.0 36 84 39.8 .150.0 16 l.0 36 18.5 36. 60A 18Q.0 180.0 180.0 160.0 86.0 118.8 80.0 1 30.8 50.0 128.6 606/8" 160.0 160.0 150.0 18 .0 48 84" 48 104.8 160.0 160.0 132" 27.0 8 112.8 54 150.0 160.0 150.0 160.0 84 42.8 93.0 160.0 160.0 54 24.0 38.9 100.0 a 60 160.0 50A 180.0 150.0 � 36,5 83.7 .9 150.0 60 21.8 35.0 0 68 147.7 100.0 60.0 .0 8.1 .8 180.0 68 19. 31.8 81.8 7 1 .0 160.0 72 32 .7 113 1 0.0 19.0 .2 75.0 78 124.9 150.0 150.0 180.0 78 28.8 84.4 104.8 180.0 76 - 18.6 26.8 89.2 18 150.0 160.0 160.0 150.0 15 88.0 160.0 150.0 160.0 18 28.5 55.4 M 180.0 24 150.0 150.0 160.0 150.0 24 84.5 140.4 150.0 160.0 24 19.1 41.6 8 . 8 . 30 160.0 1 150.0 460. 30 81.8 11 1 10010 18.3 6 .0r 8. 34 1 .0 43.0 93A 150.0 150 27.7 46 118 18Q.0 160.0 150,0 150.0 30.9 .1 130.1 160.0 42 23. 8.5 99.0 48 57" 160 150. 0 180.0 96" 0.1 113A 150.0 1'�" .8 33.7 88.8 64 137.0 160.0 160.0 150.0 84 28 02.3 101.2 460.0 84 18.5 30.0 so 1 3 15010 0.0 25.8VJ27'19 180.0 18.6 27.0 00.3 so 112.1 80. 0 0. 6. 24.5 lb? 72 102.8 160.0 160.0 180.0 72 21.5 180.0 74 22.8 To 150.0 160.0 1 150,0 - - 20.8 63.3 18 150. 180 0 '160.0 !8 4 8 18 A 49.0 79 24 159.0 0 t 0 1600 24 46.3 180.0E43 18.9 38.7 89. 30 160.0 160.0 160.0 160.0 0 .4 .7 36 150.0 150.0 150.0 150.0 36 30.2 180.0 24.5_ 38.8 42 30 6 180.0 800 0.0 42 26.8 88.2 91.4 1 0.0 21. .1 46 83" 114 160.0 150.0 60.0 48 108" 223 49.2 79A 150.0 150" 18.4 29. 78.854 1 .0 1 .0 180 0 54 201 433 1 150.0 16.3 28.880 91.3 160.0 150.0 1 .0 18.1 39A 0 160.0 23.9 81.3 66 83.0 150.0 460.0 160.0 Be 16.6 35.8 88.1 147.0 21.7 65.7 'M 78.1 142 4 160.8 1 72 16.1 32.8 63 3 3 .8 19.8 . 2 131.4 30. 2 12 8.4 NOOIIUJ MOON •• • • • • • ••• ••• ;'4�eitHgtlry��i -as TYPICAL MULLION ARRANGEMENTS i i i i i•• . ...........� y �r • or rrr F ?s • ••• • • • • •• • • o WRMLARpiES TO 9NCAt9�b • • • • • • • • j ree MULM •••BOEOE IBCGNOIRaR 81UWE • • • •• ••• •• ,u, u. 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FOR CLIP TYPES AND ANCHOR CONDITIONS REFER 3 z p TO SHEETS 8, 7, 8, & 9 FOIL PaAu.S•i4ND•NOTGS.• ••• ••• lE,s9rr4rr muum 2. REFER TO CHARTS ABOVE:FOR MAX. GIj P1tEftREi • ;'GLAM 3. SELECT ANCHOR TYPE WITH DES Id & •G•�Mt1RE�I0• •• GLA80Mi THE DESIGN LOADS REQUIRED oFOR PARAC •• •• pRwtcr awl PGVm ROD�7 � 4. ANY ANCHOR CONDITION SHOMMER�IN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. d +: N •r. ALLOWED 5, INTERPOLATION BETWEEN WIDTHS OR SPANS Pi11C7'itBY ¢ SPAN • •• ••• ••� xx CJ Q • • • • • 8x8 .O `+ �r Wi TYINCAL MULLION CLIP NMOGE W2 HORiZ MULLION • • • • ••• • • • !,,. ;:.+` • • P • • • • • • • • • • •