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RC-11-19-2682, 10928 NW 2nd AveI 24 r, Certificate of Completion Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department :j Description: INTERIOR RENOVATION AND GARAGE CONVERSION PER PLAN RENOVATE BATH,KIT,NEW FLOORS AND CONVERT GARAGE. Permit Type Building (Residential) Bldg. Permit No. RC-11-19-2682 Owner Elizabeth Whitney Contractor SOBE BUILDERS LLC _y� laNd'' Date Issued S b u division/Project ONLINE PERMITS 03/31/2023 pit l Construction Type III-B Occupancy Single Family Type Square Footage 1,230.00 Flood Zone X Location If the building is located in a special flood hazard area documentation of the as -built lowest floor lowest horizontal has been is in the 10928 NW 2ND AVE elevation or structural member provided and retained records of Miami Shores, FL 33168 Miami Shores Village. This certificate issued pursuant to the requirements of the 2020 Florida Building Code certifying that at the it -V4 C_ I time of issuance this structure was in compliance with the various ordinances of the jurisdiction 14 "A regulating building construction or use. Building Officials Approval Ismael Naranjo, CBO Not Transferable POST IN A CONSPICUOUS PLACE �-..� ...� --rr, ,.• � __r�� i�,�y;laf: ��x,4.'•,� y�,�ir.i « ..s �,"i•t,� �,. ,a. ,.�n....- �.� .n ..,�:I. '.i,. �h..v� r�?Yr, r.�y, ,-t ��.le�S',.. ,ry. i '�"^1k � t� OCT 13 2022 AV\ QE 0UP 3256 H' Hillsboro Blvd. Deep field Beach, FL 33442 Phone: (954) 549-5509 www.pesdepot.com Date of FINAL Treatment(s): Ma% 31. 2022 10928 .NJ V2"d .A venue, Miami Shores, FL 33168 ORIGINAL CERTIFICATE OF FINAL SOIL TREATMENT FBC 2326.5 1 ERMITE PROTECTION: This structure has received a full treatment for the pre,.ention of subterranean termites. This treatment is in accordance Hith the rules and regulations established b% the Florida Department of.Agriculture, Consumer Ser,.ices and County Codes. If you ha%e an-* questions or concerns please feel free to contact us at the number abole. Kind egards. t,ur P 'TDEPOT.C'O.Nl D OCT 13 2022 Edgar Munoz, P.E. Florida Lic. #50051 _ .I.AA 1490 Sheridan Street, # A3 Hollywood FI 33020 Tel 786-303-7913 August 16, 2021 Building Official Building and Planning Department City of Miami Shores RE: Property Address: 10928 NW 2 Ave Miami Shores Permit # PL-11-19-2685 Subject: Repair of Damaged Tiebeam with exposed rebar and loose concrete on interior and exterior sides. INTERIOR SIDE For this repair all loose concrete must be removed ,the rebar cleaned with wire brush and rust remover, then apply Sika Armatec 1C on the cleaned rebar in accordance with attached manufacturers specifications . Apply concrete bonding then apply stucco with with epoxy additive to complete repair. EXTERIOR SIDE For this repair all loose stucco ( min 6" on each side of crack/ tiebeam location) must be removed. Using an abrasive cutting disc, cut a 3/8" v shaped groove along the lines of the crack, clean and apply bonding and fill with Sika Pro Select Crack Fix Structural Epoxy, in accordance with manufacturer's specs Then apply stucco to match for complete repair. Should you have any additional questions please feel free to contact us at 786-303-7913 Sincerely �F..' ONA 08-16-2021 Edgar Munoz P.E. # 50051 s Miami Shores V�illla�age��Building Department zoning Dept. M ern- •— Date Building Dept. Date Subject to compliance With all Federal, State and unty�rr lei and rL�Z ns. Permit#_ = F.I.P. MAP OF BOUNDARY SURVEY A PORTION OF SECTION 36, TOWNSHIP 52S., RANGE 41 E. VILLAGE OF MIAMI SHORES, MIAMI-DADE COUNTY, FLORIDA N.W. 110th STREET I SURVEYOR'S NOTES I REPORT: 0.1 1 ALL FIELD MEASUREMENTS TAKEN FOR THIS SURVEY WERE MADE WITH A TRANSIT ELECTRONIC LOT - 20 P.B. 43, PG. 85 MDGR (NOT A PART) N87" 54' 04°E 125A0' (R); 125.25' (M) x x x � x x 1.[• -li'd.1N ?--FENCE COR. FENCE COR. Z.64'. (S) ............. 0.60' (S) 0.37' (5) 69.46...................... . ENCE COR. 0.31' (N) �0.16 LOT -19 . ,-" P.B. 43, Pld'85 e� ak/ v 21.40' 0 0 O�U .66 v v 1.70' 3ff w � ? (L 0 9 Z in o m � X7 .• ci as J o ~� a 7.85' 32.60' g � 3k3' _ 4' C.L.F. x x A/C PAD S870 54' 04"W (N) 00' (R); 125.27' (M) FENCE LOT -18, P.B. 43, PG. 85 2.60' (N) MDCR MOT A PART) DISTANCE METER AND/OR STEEL TAPE, WITH A MINIMUM ACCURACY OF 1:7500. 2. THIS FIRM HAS MADE NO ATTEMPT TO LOCATE FOOTINGS AND/OR FOUNDATIONS NOR ANY OTHER UNDERGROUND IMPROVEMENTS AND/OR UTILITIES, UNLESS OTHERWISE NOTED. 3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED BY THIS FIRM REGARDING MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EASEMENTS, RIGHTS OF WAY, RESERVATIONS, ETC. THE CLIENT IS HEREBY ADVISED THAT THERE MAY BE LEGAL RESTRICTIONS ON THE SUBJECT PROPERTY B.C. F.I.P. 3/4" I THAT ARE NOT SHOWN ON THE SKETCH OF SURVEY OR CONTAINED WITHIN THIS REPORT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, THE VILLAGE OF MIAMI SHORES OR THE (NO -ID) RECORDS OF ANY OTHER PUBLIC AND PRIVATE ENTITIES AS THEIR JURISDICTIONS MAY APPEAR \ 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE. 5. ALL BOUNDARY LIMIT INDICATORS SET BY THIS FIRM ARE STAMPED LB No. 75M OR PSM No. 6098 AND w ARE 18"kire IRON PIPE WITH YELLOW CAP UNLESS OTHERWISE NOTED. 6. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL DESCRIPTION NI PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE. BOUNDARY LIMITS HAVE BEEN CONFIRMED BY " SOUTH PENINSULA SURVEYING, CORP. w o 7. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE'WEST RIGHT-OF-WAY LINE OF N.W. W 2nd AVENUE' HAS BEEN ASSIGNED A BEARING OF S02'32'58'E (BASIS OF BEARING) > 8. THE LOCATION OF ANY UNDERGROUND UTILITY LINES ARE NOT SHOWN ON THIS SURVEY. Q 9. ANY EASEMENTS SHOWN AND RIGHT-OF-WAY INFORMATION ON THIS SURVEY ARE BASED ON THE N Z SUBJECT RECORD PLAT. 10. SOME SYMBOLS SHOWN ON THIS SURVEY ARE EXAGGERATED BEYOND THE SCALE OF THIS DRAWING. THE CENTER OF THE SYMBOLS REPRESENTS THE ACTUAL LOCATION OF THE Z co I CORRESPONDING IMPROVEMENT. 11. THE INTENDED USE OF THIS SURVEY IS FOR DESIGN AND PERMITTING PURPOSES. Ir 12. THE DATE OF COMPLETION OF ORIGINAL FIELD SURVEY (THE'SURVEY DATE' WAS JUNE 01, 2022. hj14. LEGAL DESCRIPTION: F.I.P.314" WS 0.70' BRICK BAND (TYP.' �4 - •: e'' •: • .474.a •' Jim i ` ..... . �--25.00'........ 0.70' BRICK BAND (TYP. F.I.P.3/4' (NO -ID) 9• LOT 19 OF SHORELAND HEIGHTS, ACCORDING TO THE MAP OF PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, PAGE 85 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FLOOD INFORMATION: FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP INFORMATION. COMMUNITY No.:120652 PANEL No.: 0139 SUFFIX: L FLOOD ZONE: 'X' BASE FLOOD ELEVATION: N/A MAP REVISED: 09-11-2009 GRAPHIC SCALE 0 20 40 SCALE 1- = Zp■ FEET LU a N P NORTH CERTIFIED TO: 1. ELIZABETH WHITNEY PROPERTY ADDRESS: 10928 NW 2 AVENUE MIAMI SHORES, FLORIDA 33168 LEGEND I ABBREVIATIONS: A/C -AIR-CONDITIONER B.C. - BLOCK CORNER C.B.S. - CONCRETE, BLOCK, STUCCO CONC. -CONCRETE COR -CORNER CIL - CENTER LINE C.L.F. - CHAIN LINK FENCE DAN - DRIVEWAY FH - FIRE HYDRANT F.I.P. - FOUND IRON PIPE (M) -MEASURED MDCR - MIAMI DADE COUNTY RECORDS M.F. - METAL FENCE (NO -ID) - NO IDENTIFICATION OHC - OVER -HEAD CABLE P.B. - PLAT BOOK PG. -PAGE PL -PLANTER (R) -RECORD RAN - RIGHT-OF-WAY WM - WATER METER WP - WOOD POLE WV - WATER VALVE o V u) w a ZZ w O Q LL Z zoo oe O � R E , W!-ZWZ3 U_ Z. a� °�°CLIO O} ww Jg ZLL Z WZF.�o WO C.)�Z- 0. i � ig O w N c We a xeg U pK F®Zj or Raw"w �11 : womeds va Edge TRFi.'�'f5 HEi'�Da�L 7cp, e•, 0«r_�Io, �d7�S 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138-2382 TELEPHONE. (3051 795-2207 FAX 1305) 756-8972 DEVELOPMENT ORDER File Number: STPL-000058-2019 Property Address: 10928 NW 2°d Avenue, Miami Shores, FL Property Owner: Elizabeth Whitney Address: 10928 NW 2"d Avenue, Miami Shores, FL Applicant: Sobe Buildes LLC Address: 11320 MW 7th Avenue. Miami, FL 33168 Whereas, the applicant Sobe Buildes LLC, with the consent of Elizabeth Whitney (property 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 for a garage conversion. Whereas, a public hearing was held on October 24, 2019 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. 2) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. Page 1 of 2 VISIT US i www.miamishoresvillage.com 3) Applicant to apply for and obtain all necessary permits and approvals from outside agencies. 4.) 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. 5) Applicant to meet all applicable code provisions at the time of permitting. 6) 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. 7) The applicant maintains a minimum of two parking spaces on site. 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 24`h day of October, 2019 by the Planning and Zoning Board as follows: Motion to approve subject to Staffs recommendations made by Mr. David Snow, Seconded by Mr. Daniel Brady and the Motion was approved 4-0. Mr. Snow Yes Ms. Alina Nuftez Yes Ms. Hegedus Absent Mr. Brady Yes Chairman Busta Yes /a • Date John Busta Chair, Planning Board Page 2 of-') FORM R405-2017 i RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation .... • Simulated Performance Alternative (Performance) Method . •. *see . . Applications for compliance with the 2017 Florida Building Code, Energy Conseryatfea�via thr. . • residential Simulated Performance Method shall include: ...... ... . This checklist • • • • • • A Form R405 report that documents that the Proposed Design complies with Sggtp7 ; . . •„ R405.3 of the Florida Energy Code. This form shall include a summary page '....' indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). [� Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 2( Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) d A completed Envelope Leakage Test Report (usually one page) Testing is not required for additions in which the new construction is less than 85% of the thermal envelope. (R402.4.1.2, Florida Energy Code) M/ If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) 12/20/2019 2:26:56 PM EnergyGauge® USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 10928 Builder Name: Street: 10928 NW 2 AVE Permit Office: City, State, Zip: MIAMI SHORES, FL, 33168 Permit Number. • • • • Owner: Jurisdiction: County: Miami (Floridapalimate Zone 0 j . • Design Location: FL, Miami -Dade 1. New construction or existing Addition 9. Wall Types (536.7 sqft.) • • •' Insulation ' Area ; • • • ; a. Concrete Block - Int Insul, Ex�* • R=5. • ft2a 2. Single family or multiple family Single-family b. NIA s e 0 • •'.1�6.73 R= ft • • • • 3. Number of units, if multiple family 1 c. NIA • • • • • • • R= • • • • ft2y • • • • 4. Number of Bedrooms(Bedrms In Addition) 1(0) d. N/A • • • • R= • : ft2j • • • • • 10. Ceiling Types (245.0 sqft.) ***see Insulation . Area .' 5. Is this a worst case? No a. Under Attic (Vented) ; ' ; R=190. Z45.00 fee • • • ; • 6. Conditioned floor area above grade (ft2) 245 b. N/A . . R= ; • • �' ft � • c. N/A • • • R= ft2•••••• Conditioned floor area below grade (ft2} 0 11. Ducts R` 7. Windows(28.0 sqft.) Description Area sees a. U-Factor: Sgl, U=0.55 28.00 ft2 SHGC: SHGC=0.50 ft2 12. Cooling systems kBtu/hr Efficiency b. U-Factor. N/A a. Central Unit 6.0 SEER:26.00 SHGC: c. U-Factor: WA ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 4.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.500 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems - a. Natural Gas Cap: 40 gallons 8. Floor Types (245.0 sqft.) Insulation Area EF: 0.590 a. Slab -On -Grade Edge Insulation R=5.0 245.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= fe 15. Credits None Glass/Floor Area: 0.114 Total Proposed Modified Loads: 11.14 PASS Total Baseline Loads: 18.64 I hereby; certifyAfh4t th4V�i1;� pnd specifications covered by Review of the plans and 0ZtIE ST.gT� 0 this caWation are in Co. ike with the Florida Energy v� specifications covered by this ti _- Off, Cod calculation indicates compliance ff with the Florida Energy Code. � p M CIA)()z Before construction is completed r✓� {- OAT:r " ` �" this building will be inspected for compliance with Section 553.908 I hereby. certifi ttiat this btxlcjjfig;:�s designed, is in compliance Florida Statutes. f �C v5 with therFiorida Enerqy•Cviie. DD WE OWNER/AGENT: . BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.00 ACH50 (R402.4.1.2). 12/20/2019 2:27 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 4 Vnonn oenG_13n-17 IAIDI IT CI IMMARY CWI=r.KI IST RFPnRT PROJECT Title: 10928 Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 245 Lot # Owner Name: Total Stories: 1 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 10928 NW 2 AVE Permit Office: Cross Ventilation: County: Miarlimmv Jurisdiction: Whole House Fan: City, S6te, Z% MIAWSNORES , • • • • � • Family Type: Single-family • • • FL•,• • •39168 • • New/E)tisting: Addition •• • •••••• •••••• � Comment: • • • � • • . • • • • CLIMATE • Design Temp Int Design Temp • • 14eating Deslcfn Dail "IhD• • Design Location TMY Site 97.5 % 2.5 % Winter Summer aQgroe Days Moisture Range. • FL, Miami FL—MIAMI INTL—AP 51 90 70 75 • 449.5 : • �6• •Low BLOCKS ' • • • •' Number Name Area Volume 1 Blockl 245 2033.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 245 2033.5 No 3 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 66 ft 5 245 ft2 0 0 1 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Ban- Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 253 ft2 30 ft2 Light N 0.96 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 245 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 19 Blown 245 ft2 0.11 Wood 12/20/2019 2:27 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 4 r:r1R6A Rdnr._7nl7 IMP[ IT RI IMMORY CHECKLIST REPORT WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space _ 1 N Exterior Concrete Block - Int Insul Main 5 21 8 8.3 0 179.8 ft2 0 0.75 0 _ 2 E Exterior Concrete Block - Int Insul Main 5 10 8 8.3 88.5 ft2 0 0.75 0 — 3 W Exterior Concrete Block - Int Insul Main 5 10 8 8.3 88.5 ft2 Osseo 0.75 0 4 S Exterior Concrete Block - Int Insul Main 5 21 8 8.3 179.8 ft2 • • b• • • e'0.75 . • e eQ • WINDOWS ...... .. . ...... Orientation shown is the entered, Proposed orientation. 000089 Wall OvertwiPig • • • as • •• • • # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth S"FAon Irtt Stage Seffl wA 1 E 2 Metal Single (Clear) Yes 0.55 0.5 Y 24.0 ft2 0 ft 18 in d M u► 'Marie : MA to 2 W 3 Metal Single (Clear) Yes 0.55 0.5 Y 4.0 ft2 0 ft 18 in Q $,Z jq None None • INFILTRATION o . .. ' # Scope Method sees SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000264 169.5 9.3 17.5 .1086 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/Suppleme Split HSPF:8.2 4 kBtu/hr 1 Ductless COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/Supplemental for Split SEER: 26 6 kBtu/hr 180 cfm 0.75 1 Ductless HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation i Natural Gas None Exterior 0.59 40 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 12/20/2019 2:27 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 4 Residential System Sizing Calculation Summary Project Title: 10928 NW 2 AVE 10928 MIAMI SHORES, FL 33168 12/20/2019 ... Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range�l0� • Humidi data: Interior RH 50% Outdoorwet bulb 77F Humidity difference 57 r. Winter design temperature(MJ8 99%) 52 F Summer design temperature(MJ$.-J9%0 91 'F Winter setpoint 70 F Summer setpoint sees75 Winter temperature difference 18 F Summer temperature difference' 1 �F F • Total heatingload calculation 2364 Btuh Total coolingload calculation..... 537 tuh Submitted heating capacity % of calc Btuh Submitted cooling capacity •.':,6*of talc Bilk" Total (Electric Heat Pump) 169.2 4000 Sensible (SHR = 0.75) • • • • .. 97.8 4§00 Heat Pump + Auxiliary(O.OkW) 169.2 4000 Latent 194.5.1500 Total Electric Heat Pump) 111.E t000 WINTER CALCULATIONS Winter Heating Load (for 245 salt Load component Load Window total 28 sgft 277 Btuh Wall total 489 sgft 1157 Btuh Door total 20 sgft 72 Btuh Ceiling total 245 sgft 216 Btuh Floor total 245 sgft 525 Btuh Infiltration 6 cfm 117 Btuh Duct loss 0 Btuh Subtotal 2364 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 1 2364 Btuh Walls(46.9°,5) SUMMER CALCULATIONS Window total 28 sgft 1974 Btuh Wall total 489 sgft 772 Btuh Door total 20 sgft 108 Btuh Ceiling total 245 sqft 492 Btuh Floor total 0 Btuh Infiltration 4 cfm 78 Btuh Internal gain 1176 Btuh Duct gain 0 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 4600 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiitration) 171 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemaVoccupants/other) 600 Btuh Total latent gain 771 Btuh TOTAL HEAT GAIN 5371 h BtuLU AP x=P. 8th Edition r Ceilings(M) a Wells(14.4%) Doors(Z.0%) Infil.(4.6%) EnergyGauge® System PREPARED BY: I DATE: EnergyGauge® / USRCZB v6.1.03 romngs(9.t%) Windows(11.75'c) Infil.(4.995) Doors(3.0%) Floors(22Z;6) Windows(36. ) E-- aystem Sizing Calculations o Surnmer Residential Load - Whole House Component Details Project Title: 10928 NW 2 AVE 10928 MIAMI SHORES, FL 33168 12/20/2019 Reference City: Miami, FL Temperature Difference: 16.OF(MJ8 99%) Hu!tidity differetlpe;Zfgr. Corn 4r11e1�t LmikS foi Wl ote House . .. • . • Type Overhang Window Area(sqft) HTM • • • Loud'..' Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded Shaded Unsltftd • s e • G 1 1 NFRC 0.50, 0.55 No No E 1.5ft 1.011 24.0 1.5 22.5 20 5e' Go- 1326 PIih 2 1 NFRC 0.50, 0.55 No No W 1.5fl 1.0ft 4.0 0.5 3.5 20 S&O*410 212 Btuh Excursion ; • ; 437 Btuh Window Total 28 (sqft) AN dtuh Walls Type U-Value R-Value Area(sqft) A. LoN• • Cav/Sheath ' 00000 1 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 159.8 1.6 252 Btuh 2 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 64.5 1.6 102 Btuh 3 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 84.5 1.6 133 Btuh 4 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 179.8 1.6 284 Btuh Wall Total 489 (sqft) 772 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 20.0 5.4 108 Btuh Door Total 20 (sqft) 108 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle 0.049 19.0/0.0 245.0 2.01 492 Btuh Ceiling Total 245 (sqft) 492 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 5.0 245 (ft-perimeter) 0.0 0 Btuh Floor Total 245.0 (sqft) 0 Btuh Envelope Subtotal: 3346 Btuh Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Natural 0.13 2034 1 4.4 Load 78 Btuh Internal gain Occupants Btuh/occupant Appliance 3 X 230 + 1500 Load 2190 Btuh Sensible Envelope Load: 5614 Btuh Duct load NA, Supply(R0.0-None), Retum(R0.0-None) (DGM of 0.000) 0 Btuh Sensible Load All Zones 5614 Btuh EnergyGauge® / USRCZB v6.1.03 Page 1 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: 10928 NW 2 AVE 10928 MIAMI SHORES, FL 33168 Building Type: User 12/20/2019 sees Reference City: Miami, FL (Defaults) Winter Temperature Difference: 18.0 F (MJ8 99%) • • • e""• sees.. Component Loads for Whole House • Window PanesrType Frame U Orientation Areas X HTM= so Load 1 1, NFRC 0.50 Metal 0.55 E 24.0 9.9 ...... 238 tub 2 1, NFRC 0.50 Metal 0.55 W 4.0 9.9 ...... 40 BtuJ Window Total 28.0 ft : 277 to Walls Type Ornt. Ueff. R-Value Area X HTM= �•• Lodd'.. (Cav/Sh) • • • .... 1 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 160 2.37 379&ula 2 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 65 2.37 153 Btuh 3 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 85 2.37 200 Btuh 4 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 180 2.37 426 Btuh Wall Total 489 s 1157 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Wood - Exterior, n (0.200) 20 3.6 72 Btuh Door Total 20 s 726tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Aftic/L/Shing (0.049) 19.0/0.0 245 0.9 216 Btuh Ceilina Total 245 2166tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (0.442) 5.0 66.0 ft(perim.) 8.0 525 Btuh Floor Total 245 sqft 525 Btuh Envelope Subtotal: 2248 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.17 2034 1.00 5.9 117 Btuh Duct load NA, R0.0, Supply(), Retum() (DLM of 0.000) 0 Btuh All Zones Sensible Subtotal All Zones 2364 Btuh t�lE' HOUSE T11�TJLS Subtotal Sensible Heat Loss 2364 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 2364 Btuh sees.. sees.. sees.. sees. sees. sees.. sees.. sees.. EnergyGauge® / USRCZB v6.1.03 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 10928 NW 2 AVE 10928 MIAMI SHORES, FL 33168 Building Type: User 12/20/2019 sees EQUIPMENT - 1. Electric Heat Pump # J-::.-4-000 Btah••, .•.•a 02. .. •• .. Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values) ; • •; • or - Glass as 'Clear' or Tint' (Uses U-Factor and SHGC defaults) • .. U - (Wndow U-Factor) . ; , :__ ' '• T • HTM - (ManualJ Heat Transfer Multiplier) • 0 • • -+�- ~ • Y.;sTr'i� • gage Version 8 EnergyGauge® / USRCZB v6.1.03 Page 2 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 10928 NW 2 AVE Permit Number. MIAMI SHORES, FL, 33168 MANDATORY REQUIREMENTS See individual code sections for full details. ✓ SECTION R401 GENERAL sees / ; .•• 'sees' •s••e• EY R401.3 Energy Performance Level (EPL) display card (Mandatory) The building official shall require that an er%tgy aerform arse level (EPL) e • display card be completed and certified by the builder to be accurate and correct before final approval of the building I& sccupancVAMQr da law e e ; • (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each saleaVeorNrevt for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance Ieveloartd efficierWigs of compon;" e e • installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the bWldpl accuralelyrefects the �Ians • and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card �%4 pound in AApen�lic RD. • •; • • • • •••.. 00 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage ipttgordance with the requirementsp t Sections R402.4.1 through R402.4.5. • : .. . • • • sees•• Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shdn jV pejrnitted to,.:: : •...; comply with Section C402.5. e . • • ••• R402.4.1 Building thermal envelc3om building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(% (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagdiVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 12/20/2019 2:27 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 0000 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Cpde, Res%%tia l. • 00 ❑ R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air Idtakage • • • . • between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an'd[MoMge rate Sol • ... • ; more than 2.0 cfrn (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differentiGNA* recessed . • • luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. • • • . . • • 666006 •.•• • .• • •••. SECTION R403 SYSTEMS • • • • R403.1 Controls. : : • • • R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each sejer+els.beating and cpoling systemee • • • R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric-resisfance h@at shalPhave eontrols •. •.;, ud that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meej thehelting load. .. • ...•.• R403.3.2 Sealing (Mandatory) All duds, air handlers, filter boxes and building cavities that form the primary air containrrWpb%agewaJs • for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance*AM Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet dud tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A dud air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ®R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13"C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return ❑ pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water_ is R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 12/20/2019 2:27 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 'Y2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible %t the storage tank. V / R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). • R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to pe%t fhepower supplied to • •' • • electric service systems to be turned off. A separate valve shall be provided to permit the energy suppieeV. she main hef(S u 3 of • combustion types of service water -heating systems to be turned off. • • • • • • •. + • R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet #* minimyiryefficjencies od • • • •: Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions gfar or. type of quip meat installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated reayil;e.%erts for the appropriate • • • • water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. • • • • • •. ;so • • • • • .. •••••• R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production cV tge&by the annual solar energy • • factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Cerger Directory of� • • • • Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806rTest §lethods 1pr SoNCollectors, and SRCC Standard TMA, Solar Domestic Hot Water System and Component Test Protocol. CcWgdort in installed: solar ;... •; water -heating systems should meet the following criteria: • . • • ••• 1. Be installed with a tiff angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efticacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM (CFM) MINIMUM EFFICACY a (CFM/WATT) AIRFLOW RATE MAXIMU (CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfmtwatt <90 Bathroom, utility room 90 2.8 cf ntwatt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 12/2012019 2:27 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) ❑R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load• • • calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. • • • • •' 6 * 0 0 • • Exceptions: • • • 0 0 • • • • • • • •• • 1. Attached single- and multipte-family residential equipment sizing may be selected so that its coo6i 4wpacity is less the • •""' calculated total sensible load but not less than 80 percent of that load. • ; .. ; • When signed and sealed by a Florida -registered engineer, in attached single- and multiple-familif QAits, the capacrtyfgf equipment may be sized in accordance with good design practice. • • • + .., • Goes* • R403.7.1.2 Heating equipment capacity. • • • • • go • • • ❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calcdlafeb'4cording to Section .' R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the tesign Cooling Maven if . • • • the design heating load is 1.15 times greater than the design cooling load. • • .. • • •• • •••• • •••••• • • •.••,4 ❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC--Commercial Provisions in lieu of Section R403. (� R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, L� shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). Lld�R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas - shall be in accordance with Sections R403.10.1 through R403.10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. ❑ R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at ❑ the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal ❑ efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 12/20/2019 2:27 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. // r,1/R403.11 Portable spas (Mandatory a energy consumption of electric -powered portable spas shall be controlled by the llllll��b�� requirements of APSP-14. SECTION R404 •... E ECTRICAL POWER AND LIGHTING SYSTEMS •••• •••••• R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighflAd': &es shall be • • • • • high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-Aldw? lamps. • • • • Exception: Low -voltage lighting. 000000 • . • R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously bu a?ot lights. • • • • • �.. :iMj • • ••• • • ••••• •• •••••• • • 00 •• • •••• •••••• 12/20/2019 2:27 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 10928 Builder Name: Street: 10928 NW 2 AVE Permit Office: City, State, Zip: MIAMI SHORES, FL, 33168 Permit Number: v Owner: Jurisdiction: W Design Location: FL, Miami v COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall . • a • " . The exterior thermal envelope contains a continuous air barrier. not be used as a seaW?g.material.* " " • .. requirements Breaks or joints in the air barrier shall be sealed. • • • • • • • Ceiling/attic The air barrier in an dropped ceiling/soffit /soffit shall be aligned with y pp g g . V ; V • • • • The insulation in�yjltgpped ceiling/�soffd • the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. ... a .. Access openings, drop down stairs or knee wall doors to 906666 . . • unconditioned attic spaces shall be sealed. • • • • • • • • • • • Walls The junction of the foundation and sill plate shall be sealed. Cavities within c8 ftiS•4d head"%f fr$me walls • • The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity... .. sealed. with a material hoviog a Ahermal resistance of R-3 ' Knee walls shall be sealed. per inch minimu • . . • 0 , a Exterior therrnal pnvelgpe insulloit for famed walls shall be installed insubstantial contact and .. continuous alignment with the aic Weer. . . Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac Bs. Recessed fighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall gytand behind g*n6ng and wiring- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 12/20/2019 2:27 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Inforimation Builder: Community: Lot: NA Address: 10928 NW 2 AVE • • • • *see City: MIAMI SHORES State: FL Zip: ' 33:as • • • • • • Air Leakage Test :Results Passir+g results must.meet either the Pwfamance, Prowdp#ve,'&.ERI M891cd'. Q PRESCRIPTIVE METi10D-The building or dv llirtg unit-sho'be tested and veaffiied as having an air, ieal�agE rite. of not e�c Ag 7 air changes per hour at a pressure of 0.2 inch w.g f50 Pascals) in Climate Zones 1 and 2 . - ;' • , • ' • As • . •• Q PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as -having a' A, irtea jage ►ate.*j9flt exwed ij•' the selected ACH(50) value, as shown on Form R406-2017 (Performance) or R406-2017 (ERA, section labeled, as Infiltration, ACH50. ACH150) Vecffled on Foma R405-2017-Energy Calf (Perfomiarn:e} orR4dS-2017 (ERIj: ` 5.000 x 60 _ 2034 — Method for calculatinq building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans F] PASS . Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals) Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 11. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. '3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5: Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing -Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 12/20/2019 2:27:50 PM EnergyGauge® USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 BCIS Home I Login 'User Registration Hot Topics �IOfid2 r 4 ProductUserApproval R USBI: PubliccUser R A [ Submit Surcharge , Stets & Facts Publications : Contsd Us ; aCIS Site Map ' Links 1 Search Product Anoroval Menu > Product or Aoolicatton Seatch > A=Hcation List > Application Detall FL * FL21855-RI Application Type Revision Code Version 2017 • • •••• •••• , . • r Application Status Approved •• • •• • •� •••••• • . � • •• • •••••• Comments � � � � � • •••••• Archived • • .. • . . • .. • .. •••••• ••• • ••••• Product Manufacturer Assura Windows & Doors • • • • • • • • • • • • Address/Phone/Email 1543 N. Powerline Road • • • • • • • • • Pompano Beach, FL 33069 : • : • • • • • • • : • (305)887-2646 Ext155 • • • gberos@assurawindows.com • • • .•..,. Authorized Signature Gerardo Beros gbems@assurawlndows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmed Evaluation Report Florida Ucense PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Jesus Gonzalez, P.E. ,' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Mandard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code you 1994 1994 1994 Product Approval Method Method 1 Option D Date Submitted 12/15/2017 Date Validated 12/17/2017 Date Pending FBC Approval 12/19/2017 Date Approved 02/13/2018 FL # Model, Number or Name 21855.1 Series "1800" Aluminum Outswing French Door w/wo Sidelite Limits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-65 Other. See attached drawing W15-58 for span vs load combinations and installation instructions. Description Large missile Impact resistant aluminum outswing French door w/wo sidellte. Installation Instructions FL21855 113 II SS -Series 1800 Alum OS French Door-2017 DWG W 15-58.pt�f • • • • Verified By: ]avad Ahmad•PE * 70592 • *see • 6606 Created by Independent 11hird Party: Yes • • • • Evaluation Reports FL21855 Ri AE SS-Series•1�805 Alu• m Outswint French Roma ,(ISM )-PAE 2017.pti� • • • • • • • • Created by Independent Thlrg pgrty: Yes.. • • • • 21855.2 Series "La Francals" Aluminum Non -impact resistant aluminum outswing FArenclildoor w/coo ; 0 Outswing French Door w/wo Sidelite sidellte. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-100.9 Other.. See attached drawing W15-70 for span vs load combinations and installation Instructions. Installation Instructions FL21855 Ri II SS -La Fra'ricaictoench Door (SD-2017 DWG ' Verifled By: ]avad Ahmad.PE * 70592 : • • • • • Created by Independent 1'Ij`PaRy: Yes • • • • Evaluation Reports • • • • • • • • FL21855 R1 AE SS -La Francais French Ddbf ") ME 2017.p& Created by Independent Third Party: Yes 21855.3 Series de Aluminum Outswing Door Non -impact resistant aluminum outswing door with sidelites. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-69.7 Other. See attached drawing W15-33 for span vs load combinations and installation Instructions. Installation Instructions FL21855 RI II SS-230 Outswing Door (NI -2017 DWG WIL I.Rdf Verified By: ]avad Ahmad PE * 70592 Created by Independent Third Party: Yes Evaluation Reports FL21855 RI AE SS-230 Outswino Door (Nia-PAE 2Q1 Rdf Created by Independent Third Party: Yes 21855.4 I Se ies 230 luminum Outswing Door I Large missile Impact resistant aluminum outswing door with Sid Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant, Yes Design Pressure: +801-90 Other: See attached drawing W15-32 for Installation instructions. Installation Instructions FL21855 RI II SS-230 Outswing Door (I -2017 DWG W1S-32.pd Verified By: ]avad Ahmed PE * 70592 Created by Independent Third Party: Yes Evaluation Reports FL21855 Ri AE SS-230 Outswing Door (LMI)-PAE 2017. ff Created by Independent Third Party: Yes 21855.5 I Se i s s 249luminum Outswing Door I tlLarge missile impact resistant aluminum outswing door with Umit9 of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-141 Other: See attached drawing W15-30 for span vs load combinations and installation instructions. Installation Instructions FL21855 Ri II SS-249 French Door (LMD-2017 DWG W15- mRdf Verified By: ]avad Ahmad PE * 70592 Created by Independent Third Party: Yes Evaluation Reports FL21855 RI AE SS-249 French Door Created by Independent Third Party: Yes Sack idexi Contad Us :: 2601 Blair Stone Road, Taflahassee EL 32399 lie: 850-487-1824 The State of Florida Is an AA/EEO employer. ComMaht 2W7-2013 State of Florida.:: :: Befod Statement Under Florida law, ema0 addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florlda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To detemilne if you are a licensee under Chapter 455, F.S., please click hgr . Product Approval Accept Credit Card Safe . . .... ...... ...... .. . ...... .... . .. ..... ...... ... . ..... .. .. .. ...... . . .. . ...... a 00 a• a aaaa a a P DOORS/�DEl7TES ME RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOi REQUIRED. SERIES 1800 ALUM. OUTSWTNG DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELTES. SIDE L ITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEETS 4 & 4.1 FOR DESIGN LOAD CAPACITIES. 37 1/2' MAX. DOOR FRAME WIOTI 8 3/4• MAIL HEAD/SILL CORNERS ^ I I I , 11 �T � r II II N n ' ACTIVE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (BTH EDITION) FLORIDA BUILDING CODE 04MUDIG HIGH VELOCITY HURRICANE ZONE (HYM). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED ARID INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL. BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUCS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER OISSDBLAR MA SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BUNG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUB.QING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 2] 7/8• MAX. D.L OPG. 34' MAOf. LEAF WIDTH TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR CONCEALED 8 3/4' MAX FOR LOCX OPTIONS /1 OR /2 OPTION 1 SHOWN) s FOR DESCRIPTION n im 9 71 3/4' MAX. IF12' 3 ! � 3• 1 \ II / 1 H pp i, 11 V / g I n u ACTIVE IN11CtPE 3. , 1 I I I 911 3. i' 23 7/8' MAX. D.L. OPG. 34' Max. LEaF wIDTH TYPICAL. ELEVATION ( XX ) DUAL LEAF DOOR DOOR OPTIONS UMINATED GLASS TYPES 'A' 'H' & 'D' SEE SHEET 4 FOR DESIGN PRESSURE RATING GLASS OLD, OIIAS. D.L.O. HEIGHT DOOR & S1DEL/TE - FRAME HEIGHT — • • • • • • • • • • • ( ) , • • • • • • • • D.L.O. WIDTH (X DOORS & O PANELS) m FRAME WIDTH*— 13.825 i • • • • • • • D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 24 )/2 • • • • • • • • • • • A- CMUIAR TO VASPOMM FOR AND OWAMATNRI OF TH5 PRODUCT BASED ON THM PR== E MTi PROYM HE/SW DOES NOT DEVIATE FROM THE CONDnXM DETAILED ON Tm DOCUMENT. 8-THf3 EYALwTWTI 00%11 t�" RE 10NSVJM0 10 IF AL Bf AA OR A REIT�lRal -kA ( — FAT PftMCT Aft WHONftLL Ot RESPOMME POR TH! PFAMM i U•E 00 " P.lO. EH UGM OF ECO•D. ACn M ASEA MLEO•TED FNGiEEP TO TNE P.LO. ENS WOUsfAM" TO TIE• IATIER VE SrM SPECIM DRAM W FOR REVRw. D-11% P.E.O. SHALL BEAR THE DATE AND ORI&Kk SEAL AND SONArUM OF THE PROFESWNAL DIUKEER OF RECORD THAT PREPARED R. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SURFACE APPLIED FALSE MUNTINS MAY BE USED LOCK OPTIONS OGR /2 I A, SHOWN) FOR DESCRMON FL #21855 `ttt\I1t I11llllA' 70592 8T drawing no. W15-58 'to it I sheet 1 of 15 Sealed:12/6/2017 38 DOOR iFRAME WIDTH 74' ME t• V DOOR FRAMEWIDTHM 7� 6 3/4- MAX. S 3/4' MAX. 12' Z m 3 HA A C AEUMBMEAD/SILL s 3SURFACE APPLIED -� it s `�` O �� /MMN 42 (OPINlI�D�%25NOMIN) FOR DESCRIPTION 11 FOR DESCf SOH LL Z Qj l �bdS gEg� lie n n C� 4 y ri C 0 ty U �; Q N D 0 24 3/4' MAX. 24 3/4' MAX. 7mj Z C 3 D.L. OPG. e� D.L. OPG. $ Mµf E 38' MAX 3G' MAIL P a LEAF wmTH LEAF WIDTH Gl 0 Tn' .eI�ATION TYPICAL ELEVATION (X) (XX) SINGLE LEAF DOOR DU L LEAF DOOR O DOOR OPTIONS INSUL. LAM GLASS TYPE I $ SEE SHEET 4.1 FOR DESIGN PRESSURE RATING bi GLASS D.L.C. DIMS. • • • • • • • • • • • • o D.L.O. HEIGHT (DOOR & SIDEUTE) ® FRAME HEIGHT — 13* • • i i i D.L.O. WIDTH (X DOORS & 0 PANELS) - FRAME WIDTH — 18.750' • • • • • • • • • • D.L.O. WIDTH (XX DOORS) - (FRAME WIDTH — 24.50 2 • • • • • • • • • 0 0: No. 705112 • • • • • • • • • • '�O drawing no. ,,, .......... FL #21855 ', It 11111 1\\\ sheatl.totl 1 � � 1 1 It II II ♦1 ,1 1 n J c I 1 $ 11 -II \11 I , 1 1 II I1 1 � ACTNE � V ill \ � � II ACTNE 114AGTINE • • • • • • • • • • • • Sealed:121612017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I \ II II ;1 / / II it II I II \ OO n u \ I I II u \ n II u II ACTIVE TYPICAL ELEVATION ( Oxxo ) WITH PANEL- SIDELITRa LOCK OPTIONS 1 OR j2 erRON jt SHOWN) SKEET 5 FOR OESOMPTION NOTE: THE FRAME AREA OF ALTERNATE SIZE UNIT MUST NOT EXCEED TESTED FRAME AREA - 95.75 S0. FT. SURFACE APPLIED FALSE MUNTINS MAY BE USED 12' 12' 3• -yII . f 3• I, II it I u I , u W \ J a it I C_C 1 1 I 19' MAX 23 7/' MAX. L D.L OPG. D.L. OPG. LOCK OPTIONS 34• MAX. j1 OR j2 LEAF WRTTN SEE FOR DESCRIPTION TYP sR�� INATION ( OxxO ) WITH DIRECT SET SID NOTE: THE FRAME AREA OF ALTERNATE SIZE UNIT MUST NOT EXCEED TESTED FRAME AREA - 71.81 SO. FT. DOORS WITH SIDET ITES OPTIONS LAMINATED GLASS TYPES W. 'B' & 'D' • • • • i i • 0 • a • SEE SHEET 4 FOR DESIGN PRESSURE RATING • • � • • • • • • � • • • • • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • . . • No. 70582 • • no a op FL #21855 ' �; ��AV 6 3' MAX. O m 3 LL 1 �A Vpo Ott C; L I a C � a .. • • e Sealed:1216/2017 • • • • • • • • • • ••• • • • ••• • • 21�_!! draping no. W15-58 (OPTION SOEE a5HOlYN) FOR DESCRIPTION TYPICAL ELEVATION ( OXXO ) DOORS WITH PANEL SIDELITES 146 1/4' MAX. 3' / I M / E N / ro �� -J \ m m od m No m 9 \ Q 8 \ I L \ 9 ACTNE 1 32 1/2' MAX.I 24 3/4 SURFACE APPLIED FALSE MUNTINS MAY BE USED II II \ II II II II n n n u n \ u rr rl u n o I -- 7- n n u u/ I3 n n I I I n Ju n OR /2 T10N V SHOWN) SHEET a DOORS TYPICAL ELEVATION ( OXXO ) wiTH DIRECT SET SMEUTES NOTE: THE FRAME AREA OF ALTERNATE SIZE UNIT MUST NOT EXCEED TESTED FRAME AREA - 97.24 SQ. FT. DOORS WITH SIDEI ITES OPTIONS • • • • • • • • • • • • INSUL 'E' • • • • • • • • • L&M GLASS TYPE SEE SHEET 4.1 FOR DESIGN PRESSURE RATING . • • • . . . • • • • • • • . . • • • • ••• • • • FL #21855 � MVrV Y MAX. CORNERS O F� i a $4 1 C �V �0 Wm� C t b wE t m U N 7 a E ry�S • • • • • • • • • • • • Sealed:1216/2017 • • • • • • • • • • ••• • • • ••• • • Y H X. -! 1-44 drawing no. W15-58 1/8" ANN. GLASS 090- Inlerlow Safle: Clear And Color Gloss \ �By 'Eastmm Chemfaol Co.' r-1/8' ANN. GLASS n LOCK OPTIONS (DPTIONs /,i i s" FOR ALUM PANEL /S' TW PLYWOOD .092' ALUM PANEL "'�!T 0 X 1' PH SMS S' FROM ENDS S.H. iPINDOTP DOOR AND 1S' O.C. MAX. PARfVLL ALUM CLAD PANEL GLAZING DETAILS �4.V 1 26 1/2' F� q Val 8 J as gM 4 Q. M ;c emu C 9 g N t0 nB NOTE: Q z ASSURA' SINGLE HUNG WINDOW IS INTEGRAL PART OF THIS DOOR. v .. I (L TYPICAL ELEVATION ( X ) FOR DESIGN LOAD CAPACITY SEE SHEEP 4 •• ••• • • • • • •• SINGLE LEAF DOOR HIRH C, au • • • • • • • • • ulna WINDOW INSERT GPTIOle• • • • •• ��1111 frrii� � • ••• • ••• • • '9 • • • • • • • • • • • • • • • • • • • crowing no. W15-58 . . . . . . . . • . . .. .. . . . .. . • ... . . . ... . . FL #21855 SINGLE LEAP (X) DOOM WITHOUT SD)IGJTES DESIGN LOAD CAPACITY - PSF DOOR FRAME W{OM (IFR:HE4) DOOR FRAME HEIGHT (INCHES) GLASS TYPES W. 'D' OR 'D' EXT.(+) INT.(-) 31 1/2 79 3/4 65.0 65.0 37 1/2 65.0 65.0 31 1/2 83 3/4 65.0 1&0 37 1/2 65.0 65.0 31 1/2 95 3/4 65.0 65.0 37 1/2 1 85.0 65.0 DOUBLE LEAF (XK) DOORS WITSOUT SIDMXM DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCH) GLASS TYPES 'A', 'S' OR 'D' En.(+) MT.(-) 80 79 J/4 65.0 65.0 71 3/4 65.0 85.0 6Q 63 3/4 65.0 65.0 71 3/4 6510 65.0 Bo 3/4 65.0 10 71 3/4 85.D 05.0 37-1/2' MAX. DOOR FRAME WIDTH \ (X, 71-3/4' MAX. DOOR FRAME WIDTH SINGLE LEAF (E) DOORS WITR S.H. INSERT DEMON LOAD CAPACITY - PSF DOOR FRAME WIDTH ( ) DOOR FRAME HEIGHT ( ) 5/67 PLYWOOD .OW ALUM PANEL. EXT.(+) I WT.(-) 31 1/2 BSA Tom 1/2 83 3/4 65.0 65.0 LOWER DESIGN PRESSURE FROM THE SINGLE DOOR OR A5SURA SINGLE HUNG WINDOW SHALL CONTROL THE ENTIRE UNIT. I STATIONARY PAN&. (0) OR DOORS WITH SHIELITSB DESIGN LOAD CAPACITY - PSF DOOR FRAME HEIGHT (INCHES) DOOR FRAME WIDTH (INCHES) PANEL S61£LRE WIDTH (INCHES) DIRECT SET SIOEtITE WIDTH (INCHES) GLASS TYPES 'A', 'S' OR V EXT. (+) INT. (-) 31 1/2 (X) so (XX) 30 36 42 18 18 18 85.0 65.0 65.0 $5.0 55.7 55.7 79 3/4 3 7 i/2 (X) 3 3/4 ((X)) 30 36 42 1B 18 /8 65.0 55.0 65.0 55.0 55.7 55.7 63 J/4 31 1/2 (X) so (XX) 30 36 18 18 85.0 65.0 65.0 65.0 37 1/2 (X) 71 3/4 (XX) 30 36 18 18 654 55.0 65.0 05.0 95 3/4 31 1/2 (X) 60 mo 30 38 18 18 65.0 55.0 65.0 85.0 37 1/2 (X) 71 3/4 (,)1 30 36 I8 16 65.0 65.0 61.6 61.8 AUTHORITY HAVING JURISDICTION TO VERIFY EGRESS REQUIREMENTS, GLAZING OPTIONS: LAMINATED GLASS TYPES 'A', 'S' & 'D' I ACTIVE n d OHiECT SET SIQEI.RE WIDTH DOOR FR/11AE WIDTH E(fERX1R (X) OR I-) 42' MAX. SIDEI.IIE WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-419 DOOR FRAME SIDEUTE WIDTH WIDTH x / (OX) SIDELTTE WIDTH DOOR FRAME WIDTH "a d (0) SIDEUTE DOOR FRAME SIOELRE WIDTH WIDTH YAW -,,,I HIU\ L FRAME W�7H I ( GXO ) SIDELITE ,H\N Ll WIDTH ACTIVE • • i( )IM • • i •• • • • • ••• • PANEL SIDEUTE WIDTH DOOR FRAME WTDTHa -1/2'� EMERm (X)�iiii ACTIVE • • • WACTft • • . • • • • PANEL SIDELRE WIDTH I MAX. ODOR WIDTH 71-3/4 EXTERIOR (XX) t OXXO ) FL #21855 ,o P drowing no. :`sue:•.....p1;;,C�®.�� W15-58 • • • • • • • • • • • • Sealed:121=017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SINGLE LEAP (x) DOOM RPPHOUT SmaxrEB DESIGN LOAD CAPACITY - PS? DOOR FRAME WIDTH (OU:HES) DOOR FRAME HEZHT (4HE5) GLASS TYPE aTd+) INT{-) 31 1/2 79 3/4 65.0 65.0 38 1/2 65.0 65.0 B3 3/405.0 65.0 K 85 3/485.0 65.0 1 05.0 65.0 DOUBLE LEAF (IM) DOORS WITHOUT SIDEUTFS DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEGHT (INCfiES) GLASS TYPE ExT.(+) INT.(-) 60 79 3/4 65.0 55.0 74 65.0 65.0 80 83 3/ 4 65.0 85.0 74 65.0 95.0 95 3/4 BBA B5.0 74 65.0 85.0 38-1/2- LOX DOOR FRAME WIDTH / \ (x) 74' MAX. DOOR FRAME WIDTH STATIONARY PANEL (0) OR DOORS IRTH SIDELJTES DESIGN LOAD CAPACITY - PSF DOOR FRAME HEIGHT (INCHES) DOOR FRAME WIDTH (INCHES) PANEL SMELOE WIDTH (DCHES) DIRECT SET SIDEUTE WIDTH (INCHES) CIA39 TYPE 'B EXT. (+) INT. (-) 79 3/4 31 1/2 (X) 3B 36 42 36 36 38 65.0 65.0 654 65.0 55.7 55.7 38 1/2 (X) 74 (XX) 30 36 42 36 36 36 B5.0 85.0 65.0 65.0 55.7 55.7 83 3/4 31 1/2 (X) so (XX) 30 36 36 38 6.S.0 85.0 65.0 65.0 38 1/2 (R) 74 ()0I) 30 36 36 36 95A 65.0 65.0 85.0 95 3/4 31 1/2 (X) w (XX) 30 36 36 36 65.0 65.0 65.0 85.0 36 1/2 (I) 74 (XX) 30 36 36 38 65.0 65.0 65.0 85.0 AUTHORITY HAVING JURISDMN TO VERIFY EGRESS REQUIREMENTS. GLAZING OPTIONS: INSUL LAMINATED GLASS TYPE 'E' I ACTIVE n ACT SET SIDEM WIDTH I 000R FRAME WIDTH exrEaloR (X) OR (XX) DOOR FRAME SDEI.M WIDTH WIDTH x / xo ox SDEUTE WIDTH DOOR FRAME WIDTH \L,l l''� / • • • • • • •• ALINE . • • • (oxxy • • •• •(O • • wow • • • • • • • 299��mum I PANEL SMITE WIDTH I DOOR FRAME WIDTH_ -1/2- OffERgR 9 x..Im • • • R'.` • • • • L PANEL SIOELRE WIDTH I MAX. DOOR FRAME WIDTH - 74' I• D30WR (XX) • • • • • • • • • • • •• •• • • • •• •• 9 42' MAX. SIDELITE WIDTH n (0) SIDEUTE DOOR FRAME SWJM WIDTH WIDTH Wm la x / L FRAME WIDTH ( oxo ) Sloan I FRAME MOTH , GXXG ) 1,1111tI��,T�, .� 'Q'•'uceNaF'•'?O No. 70M SeWed:12/6/2017 J i $ cn o Cl �12 3t c 0 u r it dam N drawI1KJ no. W15-58 1/8' HEAT STREN'D GLASS 5 .015".015' URETHANE ADHESIVE 070AF' Interber y S-GLAS Potyeorbonate By 'SAF-GLAS, U.C.' .015' URETHANE ADHESIVE 1/8' HEAT STREWD GLASS SILICONE 8 GE 21iQ0 HINGES: EXTRUDED 1/8' THK AND 7-1/2' LONG TWO-PART ALUMINUM BUTT HINGE (PART No. YH--850), THREE PER LEAF. 11-1/2' FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE AND ONE AT MIDSPAN. ouRASEAt LOCK OPTIONS: LAMINATED GLASS BY 'QIUNDP INSUL LAM. CLASS 'OPTION-fil' :WCQUMMIE TYPES A. 8 & D TYPE E ACTIVE_ 1 Lac; � 2800 (SEE DETAIL 8F1� (SEE DETAIL BELOW) STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH (FOR PRE -FABRICATED LOCK STILE PART No. YE-802, WITH 2-1/8' BORE AND 2-3/8' BACKSET TO FIT STANDARD LOCK SET) KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEAF . SPACER i ACENF/INACTIVE LE E; 9 q� MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE -GIST FLUSH BOLT ASSEMBLY WITH e $ STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT N 38 38 3B PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2' FROM 35 TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS. SILICONE DOW CORNING 899 AGINE LEAF MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT GE 28M ACTIVE LEAF (FOR PRE -FABRICATED LOCK STILE PART No. YE-837) WITH THROW BOLTS CONNECTED TO MORTISE LOCK SET, ENGAGING INTO FRAME HEAD AND SILL AND KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR GLAZING DETAIL AT GLAZING DETAIL AT INACTIVE I EMI:; DIRECT SET SID DIRECT SET SIDELTE MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD. AT 10-1/2' FROM TOP & BOTTOM OF INACTIVE LEAF. NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. /8' HEAT STREWD MASS N' Intedoyer 1'Safbx Clear And Color Glass\\ 'Eastman Chemical Co.' T1/B' HEAT STREN'D GLASS 3/18' TEMP. GLASS HEAT STREN'D GLASS 5/18' AIR SPACE ar 1/8' ANN. GLASS SoRenl And Color Ghee Sy 'Eastman Chemical Co.' O DD' SoflexIntedoyer Color Claw 1 F3/18' HEAT STREWD CLASS r� 1/B aaNN. OLASSI SILCONE YE-g33 DOW CORNING SM YE-835 GE 28M o` I aI i m X 3/4' PH SMS ` • • • j10%1' FH S M1110 AT 5' FROM ENDS \ o • • • A} �' to' 0C FROM ENNDDS AND 12-1/2' O.C. � • • • • CAL TYPICAL. DURASEAL ED• • • • • • GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE_A' GLASS TYPE 'E' 13/1V OVERALL. IM UL. I.M. GLASS DOOR/PANE SIDELTE GLAZING OPTION ' "' ' "' • ' • • • • • • • • • • • • • • • • • • • • • p CD to 4014 t7 m 4 3�rm Oz � ram[r� S g 0. mp �Ma GIAZLNG ADAPTER OPTIONS ,,111E 1111111//j'/ n No.70582 B n drawing no. FL #21855 �''S�a��ll; `` All 5-581 sheet g of 1S • • • • • • • • S"ed:121812017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. a .•�� 1 v O 77 TYPICAL ANCHORS TYPICAL AM SEE ELEVATIONS SEE EUNArO FOR SPACING FOR SPACING it EDGE a O a o FOR SPACING TOP AND BOTTOM FLUSH BOLTS f MIST BE ENGAGED DURING #10 X 3/4" PH. SMS. PERIODS OF HURICANE WARNING AT 4-3/4" FROM ENDS AND 14. O.C. MAX., TYPICAL k-o.:•'eQ"sue :° . TYPICAL ANCHORS EDGE DIST. _, SEE ELEVATIONS �., FOR SPACING OUTSWING OPERATING UNITS 0 ALTERNATE TYPICAL ANCHORS EDGE GIST. K_ I SEE EUNKRONS FOR SPACING 7 �4,v all S �0s WOOD BUCKS AND METAL STRUCTURE NOT BY 'ASSURA WDWS.' p 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. AL SPEC) TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' OW ULTRACOW BY 'FLCO' (Fum177 KSI, Fr1SS KSI) fi INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) W THRU 18Y BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) : 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) J \ DIRECTLY INTO CONCRETE OR BLOCKS J 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4' MIN. EMBED INTO CONCRETE (JAMBS) C in„ to 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) OEM C #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 0 4 INTO F.B.C. APPROVED MULLIONS 3 A, r, OR INFO METAL STRUCTURES (HEAD/JAMBS) v° (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 3 o m ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) a� 0. 0 STEEL' 1/8' THK. MIN. (Fy - 36 KSI MIN.) Dz 0 (STEEL IN CONTACT W1117 ALUMINUM TO BE PLATED OR PAINTED) py� E TYPICAL s QSTANC a INTO CONCRETE AND BLOCKS @ 2-1/2" MIN. o INTO WOOD STRUCTURE n 1" MIN. INTO METAL STRUCTURE m 3/4' MIN. WOOD AT HEAD OR JAMBS SC - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS Po m 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. o c SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. 77117 77„ Nb.7o592 `•••• rdrawing 0. s� •"0"o``.�w /1I W15-58 11 FL #21855 ■ : : : : • : • : SeWed:12/6/2017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • — . — ALTERNATEO ACTIVE INACTIVE • • o • • • • 010 X 3/V PH. SMS. -11 2• • • • • . • AT 4-3/4- FROM END p g • • • • • • • • • AND IV O.G MAX. • • • • • • I . • • IYPTAL19 LOCK 0Fn0N 2 • • • op • �• • • . (SEE SHEET S) • • • •I • • • • • L— — 3 POINT LOCK ON ACTIVE LEAF OPTION • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #21855 / No.76592 DRS n 8 c 8 b dmwing no. W15-58 TYPIM ANCHORS PANED SIDE 11TEINST T aTION DETAILS SEE ELEVATIONS EDGE DISP. FOR SPACING •� ° coN�aErc � • F a }9FIi� �J 10 X 3/4• PH SYS AT % 3/EN 4• PH S .T. g AT 4-3/4 FROM ENDS AT 4-3/4 FROM ENDS VY I�3�i AND 14" O.C. MAX. AND 14' O.C. MAX. TYPICAL 6 SILICONE SILICONE SCREWS NOT REQUIRED. 1/4' #10 X 3/4• PH. SMS. FOR SIDELITE/DOOR JAMB SHIN .... S O AT 4-3/4' FROM ENDS AND O CONNECRON V 14' O.C. MAX.. TYPICAL J 1 OR MA50NRY ` 8 In :I 12 17 a 4 52 � 8 M °• iiii5555 � a TYPICAL ANCHORS y2 q y g ,j SEE SPACING : # E 3 Sg O FOR SPACNG �O � � • ��N oa 7 7 21 7 rt oaq1P a E " D.L. OPG. EXTERIOR 4 OO I PANEL SiDEUTE WIDTH DOOR FRAME WIDTH MAX. FRAME WIDTH (SEE SHEET 4 & 4.1) d gc 3i 8 SILICONE SILICONE •• s•• • • • • • •• • ALTERNATE • • • • • • • • • • • g K-SEE � '• CONCRGf�'.• .LF� • • • • • • • • • • N0.70692 • EDGEto to GIST. ANCHORS TYPICAL ANCPIORS• • • • • • • • • .. 8 FOR SPACM IONS EDGE OI51. SEE ELEVATIONS • • • • • • • • • • FOR SPACING• • • • • • e • • • � e-•�'•., drawing no. PANEL SIDELITE UNITS • • 000 • • • •�� S'S C'm •G��`` �' W15-58 FL #21855 4��dN/41�1`�� 9►leet g ot15 Seeded:1216/2017 • • • • • • • • • • • •• •• • • • to to rM L ANCHM DIRECT SET SID ELITE INSTALLATION DETATT SSEE FDGE SST. FOR SPACMD F q o 31 �� lip R J 8 SCREWS NOT REOD. C 00 FOR 5®ELREfD04R QlE� ® i7i � T �tt iW5 1 .^..CONCRETE c at F a. m OR MASONFrf J1 0 O2c $' 4 - p,Naa •8 _ �I � TYPICAL ANCHM •. SEE E". =J •. FOR SPACMS J to c EXTERIOR 7 41 D.L OPG. o a111ZM C94NNEL DOOR FRAME WIDTH DIRECT SET SMMM WIDTH aPnaNAL MM. FFW[E WIDTH (SEE SHEET 4 & 4.1) 31 o $ ••• " ' ••• one • • ••• • • • • • •• • • • • • •• • • • • ••• • g O n • •' '. •:•'a �� • ••• • • WPICIAL ANCHORS • • • • • • • • • SEE ELEVATRINS FOR SPACMO • • • • • • • • • • drawing no. W15-58 DIRECT SET SWEUTE UNITS • • • • • • • • • • • FL #21855 ,,,oAhy`t�, annet 9 offs • • • • • • • • • • • • Seated: 12/612017 • • • • • • • • • • ••• • • • ••• • • 4.000 .250 H.0.62- 1.492 2.117 � •12, � 070 787 f (g DOOR FRAME HEAD .718 9M r 12 GLAZING .0150 1.700� CHANNEL 3. TOP/BOTTOM RAIL JQVPRESSURE PLATE I U SNAP CAP r-S13 97J t217 973 .050 ,05o .863 1.087 13 14 EXT. GLAZING LEG INT. GLAZING LEG 10-24 X 11/2- FH. MS. STUL arnTal) CUMNG) 4.138 070 El-- I , 9J4 4.282� n HINGE STILE LOCK STILE -4.189- r.070 2. 4.662 ® LOCK STILE )R 3 POW LOCK OMM) 2, HINGE ASSEMBLY 4.000--i�'�Ij 1 500 I I 2.125 SM 1.4 (5) SIDELITE FRAME 3T SIDELITE FRAME MULLION 1.538 324 .262 L- .oee .050 .056 1.465 .576 .050 1.T94 .478 GLAZING BEAD EXTERIOR GLAZING CHANNEL INTERIOR INSUL UM. CLASS OWL LAM. GLASS .521 .M3� �•048 .045 _� 1.119I 045 1.000 1.094 35 38 SIDELITE GLAZING INSERT EXTERIOR 51MITF_' 612aIJIG 3N$f.RT. INIE*F WSUL LAM. GLASS • INSUL>LAM. ii•SS• • • • 1990 • • p-1.990 .1/0 • • • • • • • • 1.880----j .110 110 2.610 S00 .078 1.500 •• 000 •• •• ••• •E •• 06 • • 4.000--- •• 4.000 • 2 STD. THRESHOLD 7A HI -RISE THRESHOLD OPTIONAL THRESHOLD •• • FL #21855 Na 70592 >7 ... . • • • • • • • • Seated:121612017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • orown,g no. W15-58 q h P GG4 d J 00 0) .I C3'O M 3 m tL Uo am QZ S � O O c . .. . . . . ... . .. ... •. . . . .. `t1N111IIIll" AN � • • No.70892 drawing no. • • � • • • • �� ' `'�` .' W15-58 FL #21855 �� P---11.1 % aheeL10.1ory5 ITEM 9 PART a REQD. OSBCRD?140N ldATERGL MANE./SUPPLTEIt/RIYARTLS t YE-872 1 DOOR FRAME HEAD/JAMB 8083-TB - 2 YE-810 1 STD. THRESHOLD 8093-TB - 7A YE-1820 1 HI -RISE THRESHOLD 8083-T9 - - • • • • • • Sealed:12/8/2017 • •• •• • • • •• •• ••• • • • ••• • • $CIS Home Log In User Registration 11 riot Topics Submit Surcharge Stab &Fads Publicans Contact Us ! BaS Site Map i Links Search bo �. a . Product Approval r U30t: Pubtic user Product Approval Menu > Product or Application Search > won List > Application Detail FL # FL21851-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Assura Windows & Doors Address/Phone/Email 1543 N. Poweriine Road• • • Pompano Beach, FL 33069 • • • • * 0 0 0 � � • � � � • (305) 887-2646 Ext 155 " ' • • • • gberos@assurawindows.com • • • • • . • . •...;. Authorized Signature Gerardo Beros � � • • � gberos@assurawlndows.com 0000 • • • 04090 •••••• ••• • • •••••• Technical Representative Address/Phone/Email """ • • • •• • •••••• Quality Assurance Representative • . * • � � � • � � • � � � Address/Phone/Email • • • sees • Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the ]avad Ahmed Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By ]esus Gonzalez, P.E. -* Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code • tyl 111 I 1 Y \ 1 VA . ,rA Year 1994 1994 1994 TMPIM1- ANCHORS mcE oar. FOR W� '- 1 i +4 31 Al 1A a .' • •. - • r 'Y/3 - �TYPICAL ANCHORSEV SEE EL. W4- FOR SPACM 4' MAX SHAG 1 EXTERIOR F.B.C. APPROVED MUWON h MUWON ANCHORS SEE SEPARATE APPROVAL P §A g S i a ANCHORS e g V. FOR SPACOIO /`\\\ AN,yAVi�A o ' (drowMg�no l �:�s�: • •�•�'� I W15-64 I FL #21851 1 jy' seated la/13Oo7 ••• • • • ••• • • rfiltrAL ANCHORS AIMSTRAYK MLS. ONLY SEE ELEV. EXT. OR W. nRwms FOR SPACM NOT BY 'AWP WWDDW TYPICAL ANCHORS: SEE EM. FOR SPACM INTO 20Y WOOD BUCKS OR WOOD STRUCTURES tin— 1-1/2- MIN. PENETRATION INTO WOOD if if I if GAP GAP i if if n 19 17 if EXTERIOR SEE ELEV. FOR SPACING JA .0 p—, ° =° ° ° o�oecmnu�n� °°° � V: Iiw—''i 411:YWIT4 to ® FLUSH FRAME 18 ® FIN FRAME FLANGE FRAME SILL FLUSH FRAME SILL FIN FRAME SILL 1 7 1.574 .283 1.378 088 .945 VENT SIDE RAIL .115 T— .593 .BOS .035 .215 Q GLAZING BEAD .208 t.171 STOP .sae .070 .784 Q FIX. MEETING RAIL 1.038 r.095 10 LATCH LOCK Fm`� .945 1.188 _— LiS74 .293 1.178 1.428 .200 •701 VENT TOP RAIL 1.471 1.888 12 FIX. MTG. RAIL STIFFENER 1.574 .945 ��` 920 1.378 240 VENT BOTTOM RAI11 L VENT STIFFENER • •• • • • • ••• • . ... .... . . . . . . . . . . . . A.745 .049 2819 2 Q ALUM CHANNEL Stag FL #21851 AN,�; a IT N. 7002 drawing -_no. sue. ... ••• �` W15-6 • • • • • • • • • • • • Sealed: 10/13/2017 • • • • • • • • • • • •• •• • • s •• •• ••• • • • ••• • • u; if � V q A r W g $ $g �b�SR 8 8 u4 �o�j g €� Z HL• 17Sea� IA1117tED WELDED CORNERS 0 WHITE PVC EXTRUSKEJS TO BE LABELED WITH AAYA EXTRUDER CODE. u EXTRUDER NAME. CITY. STATE AND 'YWCA'. WELO£O rA • CORNER CORNERS • • • • • • • • • • • • o � gs • • • • • • • • • • �� • •, s drawing no. 1 —64 VEM� CORNERS FRAME CORNERS .. S�fA6. FL #21851 , �C�j1TI1 11177TL 8hfft 8 of 8 TT81( PART B OUANT7T1( DESCRIPTION MATERIAL IFANP./BTIPPLTER/RP4IARES 1 f0007 _ 1 FIANCE FRAME HEAD PVC PVC pUANIX gUO,piNp ppppUC75 INC. WIANEti BUILDING PRODUCTS INC.is IA ri-10p01 1 FLUSH FRAYS MEAD w-IOWt 5 F91 FRAYS HEAD PVC OLUNEIt BUILDING PRODUCTS TNC. 2 W-10001 2 FLANOE FRAYS JAYS FLUSH FRAYS JAYS PVC OWINEX BIRLOWO PRODUCTS MC. ZA ri-10001 2 tr7C PVC WIANEX BUILDING PROOl1L'IS INC.-- OUANEx BupDpaa F4tDWUCITi INC. 2e w-10001 - 2 FIN FRAYS JAYS --------------- 3 W-10002 1 PIANOS FRAYS Sill PVC — OUANEX 871&DINO PRODUCTS INC. _ SA w-t000z 7 FLUSH FRAME sLLL ------------- Pvc ouANEx BUILDING PRODUCTS M. � W-70002 1 -- FIN FRAME 50.L --pyC_—._- PVC -- PVC pUANEX BUILDING PROOUCfS 91C. OUANIX BUILDING PRODUCTS INC.--- OUANIX @Uq.QINC PRODUCTS INC. --- 4 W-10003 1 VENT BOTTOM RAIL —�----------- 3 W-10004 7 VENT INTERLOCK SRLE ' - ----- --- war sroE STILE Fp�D wrERLocx---------------- sumaTl BEAD ---------- _._---- s w-loaas z PVC DVANIX BuawNa F~zWT7ucTs wl:.--- 7 w-loops 1 PVC Ou1a07t BUILDING PRODUCTS INC. --- s w-10007 a PVC GUANOT euTLmnc PRoo<Icls INC w-fopos 3 I • • • • • • • • • • e • Sealed: 10/13l2017 • • • • • • • • • • ••• • • • ••• • • RESPONSE SHEET PROJECT: 10928 2ND AVENUE MIAMI SHORES FL 33168 Comment 1. MEP approval required. Comment 2. According to the information provided on the demolition plan, most of the interior walls will be demolish. Provide location of load bearing partition. If load bearing partitions are removed, provide shoring plan. Response: The exterior walls are load bearing. There are no load bearing interior walls. Comment 3. Please take a look the finish floor elevations. The new master bedroom should be a minimum of 8 inches above the highest of crown of road or back of side walk elevation. • Response: The proposed master bedroom floor level is raised to 12.06' from-1 1.16'. •.... • *sees e 0 .e ee e • Comment 4. Sheet A-3. F.F.E for main house at 13.52 and master bedroom of i : 76 how2def the • • • • • step between the dining room and the new master bedroom is only 6 inches. .... ; • • • • Response: Additional steps are added. See sheet A-3 :so e ease* e e e e e e. . Comment 5. Mark windows on floor plan. Sheet A-3 .... .. ...... Response: All windows on the floor plan are marked in sheet A-3 ' ' • Comment 6. Sheet A-3. Clearly mark location of required means of egress. • • • :sees: ."' •. • Response: Means of egress is marked in sheet A-3. Comment 7. Provide cross section through the center of the new master suit. Reflect all components foundation to roof above. Response: See sheet A-5 for section through the Existing Garage and proposed Master bedroom. Comment 8. Provide details and specifications for structural work. New walls at garage enclosure. Response: Specifications are submitted along with plan submittal. Comment 9. Proposed site plan. Sheet A-1. Reflect location of compressor. Response: The location of compressor is shown and marked in sheet A-1 Comment 10. Provide interior finish schedule. Response: Finish floor schedule is provided in sheet A-5. Comment 11. Provide fixture clearance detail. R307.1 Response: Fixture clearance is shown in sheet A-3 Comment 12. Provide bathtub/Shower detail. R307.2 Response: See sheet A-2 for shower details. Comment 13. Bathroom window. Provide cat II safety glass. Response: Provided CAT 2 window for bathroom. See window schedule on sheet A-3 Comment 14. Provide energy calculations. Reflect compliance information on plans. Response: Energy calculations sheets submitted with plan submittal. Comment 15. Cloud in all changes, mark with delta and date. Do not remove void sheets. Response: All the changes marked in revision cloud and delta and date. ELECTRICAL Comment 1. NEC 240.24 (D) Panel not allowed in clothes closet. Response: Panel moved out of the closet, see sheet E-1. Comment 2. NEC 210.8 GFI to be readily accessible. USE AFCI / GFCI BREAKERS ON FRIDGE, D/W, C/W, DISPOSAL AND MICROWAVE FL. Building code residential MV-4 Smoke detectors to be interconnected. Are you using hard wired or battery 10ee ' 1 ;; Response: The Smoke Detectors are battery operated. Details are mentioned i" Sinoke%Qfttors note on sheet E-1. • Comment 3Mechanical plan has mini split at 240 volt not 120. • • • ° • ... Response: Rectified to 120V. See sheet M-1. ' Comment 4. SHOW AFCI AMD GFCI PROTECTION ON PANEL SCHEDULP— ° • ° • Response: AFCI and GFCI are marked with * and ** respectively. See she(';lr'1: •.... •.•°•° Comment 5.CHECK SMALL APPLIANCE SPACING. SEE E-1 ON JOB COPY. Response: Spacing marked on the plan. See sheet E-1 MECHANICAL Comment 1. Need energy and heat load calculation. Response: Energy and load calculations are submitted with the project submittal. PLUMBING Comment 1: FBC 107.1 Show septic tank Location. Response: Location of Septic tank shown on site plan. See sheet A- 1. Comment 2: FBC P 607.2 The development length of hot water from the source of hot water shall not exceed 50 FT. Response: The length of the hot water line is lesser than 50ft. See sheet P-1. Comment 3: FBCR P3001.1 Provide points of connection for sanitary drainage. Response: See sheet P-1 Comment 4: FBCR P2903.1 Size of water service pipe. The water service pipe shall be sized to supply water to the structure in the quantities and at the pressures required in this code. Response: See sheet P-1 sees e.eeee sees.. .0 e s sees.. ees. . sees.. see. .. .. sees . .. sees. . . sees.. ... . sees. . e .. .. .. sees.. ..e.e. . . s e . . . 0 0sees.. .. . eeee MIAMI-QWJAW DARE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaade.eov/economv Rectorseal 2601 Spenwick Drive Houston, TX 77055 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or matgiM• fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and thg'ATU mad immediately revoke, modify, or suspend the use of such product or material within Nei * isdieW . RER� • reserves the right to revoke this acceptance, if it is determined by Miami Dade.4NO a" Product Control Section that this product or material fails to meet the requirements of the applicable by�duig code.. ; • • • • ; This product is approved as described herein, and has been designed to comply vt".t$e F1orW.Bbilding.... . . Code, including the High Velocity Hurricane Zone. • • • • • • • • • 69696 DESCRIPTION: Wall Steel Condenser Bracket • • • • 0 0 0 • • APPROVAL DOCUMENT: Drawing No RS1508-1, titled "Wall Condenser BrAkef',:sheets 1 through 4...:. of 4, dated 04/05/2019 and 08/26/2016, prepared by Ted Berman and Associates, L�C,.signed Ads sealed b; Theodore Berman, P.E. on 04/05/2019 and 09/07/2016, bearing the Miami -Dade e-Ounty Prodnet •Qontrol • revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dddd'County Product Control Section. N USSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/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, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0820.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos NL Utrera, P. E. NOA No. 19-0411.04 hppMt�t►�eeotiNT�r Expiration Date: October 6, 2021 Approval Date: June 6, 2019 (J5/ Z�1 /2019 Page 1 4375 U78 :�IL IL Pc 3350 C= 0 0 0 0 0 = CROSS ARM _ �11 sa L 23.57 0.078 � SECTION A -A 2320 22.61 9 A cv OM78 e v S CTION 2-e B A HORIZONTAL ARM %31 s &517 17 .75 TDto ti A _ 24 n - L. a078 . a SECTIDN A -A A VERTICAL ARM s-z 26M Welding 0 elding 26.32 3 85 ,_.1,50 ` A �q OO 8 � PRODUCT REVISED as sllh am Florida SECTIDIV' A n':::.'. 19-W11.04 • . • • • . . . . • . . . . ..00 ejglytMn 10/08/2021 • . . . . ANGLE ARM %41 U J 0 d vi ti E ram+ N m O O � l0 =� U V 0 In O -mo Q N � UL O. ao n m C m GO ca a mod t�0 ms Em�c m LO 00 m Uo CD — No 00814 STATE OF s DATE: 04/o572019 ' • • • • • . • . DWG #- RS1508.1 • • • • • • • • • • • SCALE: N.T.S. CONDENSER BRACKET PARTS SHEET: 2 of 4 - — Pc t sms P9 (71.7 Dwa) Cmwete sop m G 1w BLM And- And. kin R9n. E.R Nkk C&0 Fisk 4t0 RGW6N RGmDN gidtilte mllc Cale 0.G DiDN RG@&N Stm EV—C 0 C D C D C D v� T SG 13/4" 21/r 1Per� 1pw Us IpaLeg IP.Lea 1wleg IwLa IwLeg IFaleg 1 Rl3VR? TL r 3' 1p"Lq 1peeleg %penes 1paLeg Spa Leg ImLeg ipw L" Spa Lq BAP M-4-Tte 64D 2 r 6' Imes IMLe8 2P. Leg 1P.lea 2P=I4 IWL-g IWL-9 1peelB T.M.s6 1' 11/4' IWLeg SpaLq IPC Leg Spec t*9 !Pang IPa Leg IW eg I IWLQ 2 RWRDa- 2- r ipa Leg 1w," 3.WLg Ip-L-s 1pa Leg 1pvt" Ipa Leh IWLeg NrsP'rTle som Bdtl r 6' 1paU!g imia 1PaLeg 2wim 1MLe9 2P.Leg IwLeg 1WL" 1Ar S6 T 1' 1214' 2wLa 2wim 2wLeg 2wLeg 2,Leg Ipa LB 2pwLeg 2WLeg S Lawrmn r 5' iP. Leg 2pvtes 2palq 2p.Lq 2WLe9 2MUg 2palq 2paleg 3/8 Sb"wTdk Bat r 6' 2pa Leg 2mus 2MLes 2pu Leg apee La 2po Leg 2per Leg 2pefleg a/e 0 A9M F� nla 1paLea 3Pateg IPaIlg ipa Leg 1pa Leg 1pa lea ipa teg Spa leg Caede420,* 2/4' 5 ASM FM Ah 2pn Lq 2perLeg 2pa Lev 2pa Les 2{ar leg 2W Lea 2pa Lag 2pa LOB e"B ft Wssr T SG 1114' 1PaL.8 1P.,LOB Spa leg IWLeg IWLe9 IWUS SPa Leg ImLeg 6 sArm KwateonTS r 3' IMUG IPalrg IML s IMLe2 IWLM im-M IPCLeg iptl'Leg 3/g'sopng•7te r r IpaLeg Iper4•a Imes 1Faleg Imuz 1paW ipa Leg 1Pa leg sam•Oft a Pc=MMM(I a&M)Grmd4UM OW SD'82DG #.dW DKI A d- 5� Nkl. WX kOA. Fes. gltkCetO Fok CRO RGD4f✓ =01.N C D C 0 3 1We 211r LMLe5 1Paleg 1pesleg Ipa Lea 2 3AV" 22/r 3Pa L.S. 1paleg ipaLeg IP. leg 3 2314" 22/r 2MLeg 2WLeg 2perLeg 2P-49 318' 4 ASM F359 lda IwLeg iPaleg 1MLeg Ipm Leg GLMe4JLkdt ve 5 ASM F56S Na 2Pa Leg 2paleg 2perLeg 2pvtq 6r"B Bob 8 1/4, 13/4— 22M 1WLeg IWI Ipm Leg 'mug T Wood. &4.42 DAM rs - L6 3y sm ArR!>s 116Dpil AndW 510 1Dn Eh Y.6t. F-D. kOn End D. glrk Cat Wd CAL B.GLBBN LC. m&N ow— C 6�neD E+w—C BP.mD 1 u 21/Y 1' Ip. tog IMLLs lWLa 2P.Leg �� 2 11 21Ir 1' Iper Lea 1p ug Spaleg 1pa Leg d1 Cam" 3 INLAS 22/r 3jrk" r ZMLeg 2P. lag 2pa Leg 2pa Leg 4 �� A/e - 1Pa Leg 1P. Le8 IWW9 1P. Leg P 5 5M5 2Wteg 2per Leg 2MLeg 2Pa Lq GSMF to ]pa leg 1perted Iperteg IPa Lee saM kutaWan [em wmW mpdm Os nm of Rl 2ewmd kpdd 2e d.0ke s4cmdraalaeed tovW ft low tu LmgdYiemt�lem �n 11..f1a B-Inch M, and Normal el 3W BLDG Andtar mhIA. MEnb. Mtn. ED. mim End D. Risk Cat D Eep C 1 13/4' 4 4 Sir 1 per Leg Tll51 2 i 2 3/4" 4 4 5/8, 1 ps LM �e 3 13/4' 4 4 S/r 2 Per leg rftn3/ir 31r 4 ASLM F568 n/a - - 1 per Leg Grada 4.9 Bolt 1/4' 5 ASTM F W n/a - - 2 per leg Grade 4.8 BOA 6 13/4' 4 45/8' 1 per Leg Tllett�NOa Lamb Betdtathe ShORtaaw W BLM sd am Im am Sol Imdtoofbn LwdTgta WCate Eg'—C 1&i Cate Eq—D ltumv C.We C B.GDLafv FV-0 flUCat.S b* t c RUMD EM-0 RGBLGN E• c "MLN P� 0-0 Ahk Cate Eapogm. RIS Ceta F.q>o D RG018LV I—C g.C.IDLN E�LmD t>ewpv� m z4a 24a 2x 23e M ss9 29D 2g4 29a 289 V PU LIpm 86 im ice 237 in 231 12s 156 129 m 254 • 2B1 Doanlo.id m 24g 240 2n 23 2265 259 290 264 m tg.9 vtq tpGt Lt6 111 1D6 237 ]® 131 IS 25s 229 I55 1sa �g4 • • • • . • • • • • • • • • 000 • • • • • • • • • . • . • • . No 09814 STATE OF PRODUCT REVISED eom.trin. Wlul the FLOrift ,�! NGA-Ho. Gods 19.0411.04 `T -IX7. A/j Bg6utbD DwW IOIDSPA021 DATE 04105=19 DWG#: RS1508-1 SCALE: N.T.S. ANCHOR SCHEDULE SHEET: 3 of 4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . . . ••. • . 4 1a 4 :133HS • • • • • • . • . • 3 I(ICHH�S 21OH�IdV • • • • • • • • 'S'1•N :31VJS • • •� • e . ®ss nsT •o�� i a[ti rsa as cict "a e a • • 4-80 M :0 SMQ ° i mB rwusoro r a ..astr i eWSWQ aV0 gm9c nr ""-waft r"r--arty .. 9l02 v Boaxso-sr 9rrwe •J�� •• e.. 7� •�,p�.�TBTMY • f O9AOHddV JZfIOOMd • • �� e I ks 'IVNpI :',�\,apltlp�yV1� n�: �.•` ao aivis ON sivis OP,_ter :o.. tj S 0�,�� d�9niitOO�,,, mNmN CD a m � leg I �', D 4fY1 sOt.t F+Wt�+ts a ��4taP V R LL pr ,p{fr, . 0 N r r n N {r O 1� x 7V a �11JA f• th N y�7 n 'Rptt p¢•tt�p/W to tm ►® m a¢4t W LO[ a Lgmt Lnmt ZL d/if � 9 i•/•vo [time /tint >ala/t tY�alL i1n]T TbIH/t al�T rlmt blmL ET..NT J d 4�t••e.Ut Edi+LeT EnatT tltiadT e+1�T t41atT d1�T >•ImT a1�lYL S .►nt[ AB M91 � � st../e /time /tines bi..az Ennis 1n m.L tams tn+/s - q• tsT/NL4tl v twsnw/m t+la]T .amS tgmT Mmt ttlntT toms /timT MmT •P eSlgis► f JR 41mt Etimx ttiadL bl�i .tintlL t.latlt .Tm[ AWtt J d [ En.mL blurt blodi EntdL kl pdL /n�ti timL a'IdL jar. 'On .7Ji4 i�mi OoiJ1t Ena/T /hurt ttia/i on -di tnmi J d [� titt�tEJi[ L alm/T EnmL tGinCT tgmi on -di titWi Eti�Z Ena/i �� .V[I .f/¢L dA V�9f - P7HdL d'At J 711p77tO �•� T LAn/T tnn/T tb7neT tnmt ttimT seT n/t t•In/i .AAtT J jogdW�t • •7mi /+InCT ttio/T •i a/T tgMT J .Y/Le .L1T A�m7'H WPJI /TO [91 A1e 771 N7EITi tl'+0401 [W tl's0 TR T.t '4�B'•// �t t� -"An— ORIi.iB w�1F+Ptnue t®itT><lNtlai.•/.7 iyil LTid I/d OOGB i]d EDGAR MUNOZ, P.E. FLORIDA LIC NO. 50051 1490 SHERIDAN ST SUITE #3A HOLLYWOOD, FL 33020 (786) 303-7913 :- •: RROJEM: : : : 10828 W 2 AVE • mwAr 4HOftt9, FL 33168 ••• .... .. . .... .. . . . . . .. . •• • • • •• ••• •• 1/7/2020 WIND PRESSURE AG�ANV WINDOWS AND DOORS PER ASCE7-10 EXPOSURE "C'; CATEGORY II; C.&C. FACTORS: y/x = 0.25 h = 15.00 ft s = 32.50 ft CONSTANTS: Kd = 0.85 Kzr = 1.00 V = 175.00 1= 1.00 CALC. FACTORS: 9 = tan" y/x = 14_04 o hZ = h + y/x (s/4) = 17.03 ft KZ = 0.48 (hj" " = 0.85 (If the calculated KZ < 0.85, then the default K,, = 0.85 will be inserted in equation qZ below) % = 0.00256 (Kj (Kn) (Kd) (W) = 56.64 psf Using 60% of Pressure = 33.99 psf FORMULATor Zones 4 & 5 (+): GCpj = 1.1766 - 0.1766 (log AREA) For Zone 4(-): GCp2 =-1.2766 + 0.1766 (log AREA) For Zone 5 (-): GCp3 =-1.7532 + 0.3532 (log AREA) GCpj = t0.18 p = qz (GCp - (0.18)) MARK AREA** qz Zone 4 & 5 (+) Zone 4 (-) Zone 5 (-) (S.F.) (P.S.F.) GCpj GCpl + 0.18 p4 & p5 (+) GCp2 GCp2 - 0.18 p4 (-) GCp3 GCp3 - 0.18 p5 (-) ALL 10.00 33.99 1.00 1.18 40.10 -1.10 -1.28 -43.50 -1.40 -1.58 -53.70 WINDOW A 24.00 33.99 0.93 1.11 37.82 -1.03 -1.21 -41.22 -1.27 -1.45 -49.13 WINDOW B 1 4.00 33.99 1.00 1.18 40.10 -1.10 -1.28 -43.50 -1.40 -1.58 -53.70 DOOR i 1 40.00 133.991 0.89 1 1.07 T 36.49 -0.99 -1.17 -39.89 -1.191 -1.37 -46.47 i V a Harm = wV. ,,,c vuiuca ", It IV ,uLJ,c u,c %luiwlu,cv w",y nw. -IV ,v, ♦ ,wuu ,c» ",V,, V, v,.......�.. - .... ., ....., y......... .... Response sheet Agdress: 10928 2ND AVENUE MIAMI SHORES FL 33168 Process number: RC-11-19-2682 Comment 3. Please take a look the finish floor elevations. The new master bedroom should be a minimum of 8 inches above the highest of crown of road or back of side walk elevation. Response: The crown of the road is 11.40' . Proposed floor elevation for the master bedroom is 12.06. 12.06-11.40=0.66 i.e. 8 inches above the crown of the road. ** According to the new information provided on sheet A-5, section A -A you will be providing a new 6 inches concrete slab over compacted soil, over the existing concrete slab in garage. Please provide details and specificatiowtor the concrete, reinforcement and soil compaction. ; •••;o• Response: See sheet A-5. •••••• •••••� ••••:• Comment 4. Sheet A-3. F.F.E for main house at 13.52 and mast49a0e1Jroo=n•p3• ;0000• 11.26 however the step between the dining room and the newroufer betiroom ••:••' .... is only 6 inches. ...... .. ...•.•.. ** Please provide cross section through the center of the steps:Mblte sure to. reflect all components and dimensions of treads and risers. R3x1.7. a •• .• ..... Response: See sheet A-3 •.•..• Comment 7. Provide cross section through the center of the new master suit. Reflect all components foundation to roof above. ** Please see new section A -A on sheet A-5. Provide details and specifications for all. Response: See sheet A-5. AVINASH THUMMADI, P.E. FLORIDA LIC NO. 70950 12260 SW 8th St Suite #224 MIAMI, FL 33184 (786) 502-2096 PROJECT: 10928 NW 2 AVE MIAMI SHORES, FL 33168 �. •ap . i L No 70950 :c_ •0 � F oW; ' STATE O .74U 9• �• O . � T (\ �'�iSSIO N A '1��,, WIND PRESSURE AGAINST WINDOWS AND DOORS PER ASCE7-10 EXPOSURE "C'; CATEGORY 11; C.&C. FACTORS: y/x = 0.25 h = 15.00 ft s = 32.50 ft CONSTANTS: Kd = 0.85 Krt = 1.00 V = 175.00 1 = 1.00 CALC. FACTORS: 8 = tan- y/x = 14.04 ° hZ = h + y/x (s/4) = 17.03 ft KZ = 0.48 (hj`"'a = 0.85 (If the calculated KZ < 0.85, then the default KZ = 0.85 will be inserted in equation qZ below) qz = 0.00256 (K j (Kn) (Kd) (W) = 56.64 psf Using 60% of Pressure = 33.99 psf FORMULAgor Zones 4 & 5 (+): GCpj = 1.1766 - 0.1766 (log AREA) For Zone 4(-): GCp2 =-1.2766 + 0.1766 (log AREA) For Zone 5 (-): GCp3 =-1.7532 + 0.3532 (log AREA) GCpj = t0.18 p = q, (GCp - (0.18)) MARK AREA *" qz Zone 4 & 5 (+) Zone 4 (-) Zone 5 (-) (S.F.) (P.S.F.) GCpj GCpi + 0.18 p4 & p5 (+) GCp2 GCp2 - 0.18 p4 (-) GCp3 GCp3 - 0.18 p5 (-) ALL 10.00 33.99 1.00 1.18 40.10 -1.Z0'.; ; -j.2r ; -43.50 -1.40 -1.58 -53.70 WINDOW A 24.00 33.99 0.93 l .l l 37.82 .. 61.Q3 • •; • -j. ;I • • • -41.22 -1.27 -1.45 -49.13 WINDOW B 4.00 33.99 1.00 1.18 40.10 -1.10 -1.28 - -43.50 -1.40 -1.58 -53.70 DOOR 1 40.00 33.99 0.89 1.07 36.49 • •; �0.99 • • • • • -1. W • . . -39.89 -1.19 -1.37 -46.47 • I 5 AKLA s 3W. Ine Values In The TaDie are calCUlaTea using AMtA = I T4rgr" mj Trlan iu,ana AKbw = _WJ for areas greater man ow. 000 .. . . .. % .. . . • . . ... • . . . ... . . . . . . . . . . . . . .• •. . . . •• •• ... . . . ... . • s' e o ass o a eg ' D9PR Nop� A9oUT o9PR 08AR RI�ItlIOWR CpKTACT OBPA Ml I • M Flanda v r Product Approval IUSER: Public User Product Amumml Menu > Product or Aoolicatlon Search > Application List > AppOcation Detall FL * F1.21851-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Assura Windows & Doors Address/Phone/Emali 1543 N. Powerline Road Pompano Beach, FL 33069 (305)887-2646 Ext155 gbems@assurawindows.com . • 0.000. Authorized Signature Gerardo Beros • • • • • • 0 0 • gberos@assurawindows.com 000000 • Technical Representative • • • • • • • • Address/Phone/Email R 0006 : • • • • • • 0 0 0 • •••••• •• • ••••• Quality Assurance Representative • • • • • • • "Soso Address/Phone/Email :so:*: • • • • • • •••••• Category Windows • 000 • • • • . • • • • Subcategory Single Hung •• • • •• • • • •••• Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida Ucense PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/18/2017 10/19/2017 10/23/2017 12/12/2017 FL # Model, Number or Name Description 21851.1 Series "10000 TiIV White PVC Single Large missile Impact resistant white PVC single hung window. Hung Window Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL21851 R2 II SS - 10000 Tilt PVC SH (LMI),m 7 DWG 5W1 64- .pd Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: ]avad Ahmed PE # 70592 Design Pressure: +70/-70 Created by Independent Third Party: Yes Other: See attached drawing WIS-64 for span vs load Evaluation Reports combinations and Installation instructions. FL21851 R2 AE SS - 10000 Tilt PVC SH (I)-PAE 2017.E Created by Independent Third Party: Yes 21851.2 Series "10000 Tilt" White PVC Single Non -Impact resistant white PVC single hung window. Hung Window Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL21851 R2 II SS - 10000 Tilt PVC SH (Nl)- 2017 DWG W15- Oodf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: ]avad Ahmed PE # 70592 Design Pressure: +65/-125 Other. See attached drawing W15-65 for span vs load combinations and installation Instructions. Created by Independent Third Party: Yes • • • Evaluation Reports • • • • • • •. FL21851 R2 AE SS - 10000 Ilh Pj%C SH ( I)-Plg 2017.Pdf • Created by Independent Third Pa : Yes • • •. • • •. ED �A, • • • • • • • • •••• • ••••• •••••• •• • ••••• Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 0507-1824 • • • • • • • • • • • The State of Florida Is an AA W employer. Copyright 2007-2013 State of Florida.:: privacy Statement :: &Q0G&N dement :: Refurt Statement • • • addresses • • Sen• • Under Florida law, small addrsss are public records. If you do not want year e-mail address released In response to a public -records requ�j �gpf•d sleep?.• mail to this entity. Instead, canted the office by phone or by traditional mail. If you have any questlons, pieasa contact 850.487.0395.'Purs•ant to Section 455.37S(1), • Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department wttff an eftffl%ddress If they have are. Themnalle • • provided may be used for ofiidal commune " n with the licensee. However email addresses are public record. U you do Rd wlsh%o supply& p address, }lease • provide the Department with an email address which can be made available to the public. To determine if you area licensee under Chapter I j t-j.`01eRse dick haL. Product Approval Aooapbsh M Credit Card Sate THESE WINDOWS ARE RATED FOR LARGE & SMALL MWLE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 10000 PVC SINGLE HUNG TILT WINDOVP DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.N./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT WAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EOTI04)/2017 (BTH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD BUCKS & BUCI FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SRAM AS %TOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL &4IMS TO BE NIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREIYS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS MALL MEET THE REQUIREMENTS OF THE 20/4/2017 FLORIDA BLOC. CODE & ADOPTED STANm1RDS. THIS PRODUCT APPROVAL IS GENERIC AND DES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL MANUFACNIRER'S LABEL SHALL BE LOCATED ON A READILY VM13LE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. 32 1/8" S g rcn INSULATING LAM. GLASS LARGE & SMALL MISSILE IMPACT MlOMTRACT•R TO BE REWONSIBLE FOR THE SELECT 4. PURM09E AND .iST"M OF MS PROOMT BASED ON TINS PFROMCT WAL)MM PROP Hff//WM DOES NOT WMTE FROM THE CMMff M DETAILED ON RMS OOCNERf. 8- TM VMM= EVALMM4 DOMMENT WR.L BE CONSWERED OT &M W ALMW B7 ANY MEMS. CJ31* PROJECTS SHALL BE PREPARED BY A FLDMA REGI51ERE0 BUM N RCJ = W= MIL BECOME THE LTI6rtEER OF RECORD (EOA) FAT TEE PWArT AND WO WILL BE RESPONSIBLE FOR THE PROPER U•E OF TTS P.E.D. ET GNM OF RECORD, ACTOMS AS A DELEGATED EWNEER T�T� .ED. F11DB1t WILLLL RMWT TO RKS WEER THE SIZE sw-mmOI�l1Oi09 FOR REVM. D-THS P.E.O. WALL BEAR THE DATE AND ORMAL SM AM SmaARAIE OF THE PROFFSMOWL ENWEER OF RECORD THAT PREPARED N. FL #21851 ••• • • • • ••• • • Sear: 10113/2017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W15-64 EQUAL LITES WINDOWS DEMON IAACAPACITY - PSF BUCK Dnm GLASS TYPES 'A' & 'Al' - TYPES 'B' & 'B1' VADTH HEIGHT M4+) IW.(-) EXT.(+) 1NL(-) 18-1/8' 28-1/2' 31' 38' 41' 47' 52-1/8' (4) 70.0 70.0 65.0 65.0 65.0 70.0 704-- 65.0 70.0 70.0 8&O S&O 70.0 70.0 65.0 G&O 70.0 70.0 65.0 S&O 70.0 70.0 65.0 65.0 r 70.0 70.0 65.0 65.0 18-1/8' 25-1/2' 31' 38' 41' 47' 52-1/6' 37-3/8' (4) 70.0 70.0 65.0 BSA 70.0 70.0 S&O ESA 70A 70.0 65.0 6" 70.0 70.0 BSA 85.0 70.0 70.0 G&D 65.0 70.0 70.0 65.0 65.0 70.0 70.0 65.0 65.0 18-1/8' 25-1/2' 31' 38' 41' 47' 52-1/8' (6) 70.0 70.0 6" 65.0 70.0 70.0 65.0 1 BS.O 70.0 70.0 85.0 65.0 70.0 70.0 65.0 65.0 70.0 70.0 65.0 65.0 70.0 70.0 65.0 S" 70.0 70.0 65.0 65.0 18-1/8' 25-1/2' 31' 38' 41' 47' 52-1/8' 02- (6) 70.0 70.0 85.0 65A 70.0 70.0 65.0 65.0 70.0 70.0 6" 6&0 70'0 70.0 1 6510 65.0 70.0 70.0 S&O 65.0 70.0 70.0 65.0 55.0 70.0 70.0 5510 65.0 18-1/8' 28-1/2' 31' 3w 41' 47' 82-IIW 75 3/4' (8) 71LO 70.0 S&O 55.0 70.0 70.0 65.0 65.0 70.0 70A S&O 65.0 70.0 70.0 65.0 65,0 70.0 70.0 65.0 65.0 70.0 70.0 65.0 65.0 64.5 1 645 945 845 NO* IN PARDffHESS INDICATE NUMBER OF ANCHORS PER JAMB. WIDTH EQUAL LITES UNEQUAL MITES WINDOWS DESIGN LOAD CAPACI'YY - PSP BUCK DIMS. GLASS TYPES A' & 'Al' GLASS TYPES `B' & 'Bl' WEM HEIOHT DLL(+) INT.(-) DfL(+) INT.(-) 18-1/8' 25-1/2' 31' 38' 41' 47' 52-1/8' 49-5/B' (6) 1 70A WILD 65.0 S&O 70.0 70A 6" _ 65.0 70.0 70A BSA 65.0 70.0 70.0 6" BSO 70.0 70.0 a" 65.0 70.0 70.0 G&O 65.0 70.0 70.0 65.0 65.0 16-1/6' 25-1/2' 31' 367. 41' B'L' (6) 70.0 70.0 ESA S&O 70.0 70.0 BSA 630 70.0 70A a" 65.0 70.0 70.0 G&O 65.0 70.0 70.0 65.0 65.0 18-1/8' 25-1/2' 31' 75-1/4' (8) 70.0 BSA S&O 70.070.0 70.0 1 65.0 65.0 70A 70.0 85.0 BS.O W. IN PAREMMOBIS INDICATE NUMBER OF ANCHORS PER JAMB. UNEQUAL L(TES (ORIEL TYPE) 1/8' TEMP. MASS 7/16' MR SPACE 1/8' NEAT STREN-D. GLASS 090' Inte6w SaOex Clear And Color Glass By TAstmon T2sm11ow Co.' 1/8' HEAT STREN'D. GLASS GE M DOW CORNING 898 DUR/SFAL SPACER O BY 'WANDC .-- 32 GLASS TYPE 'A' 7/8' MVIALL OWL. LAM. OLASS (LARGE & SMALL MISSILE IMPACT GLASS) 1/8' ANN. CLASS 7/1V AIR SPACE 1/8' HEAT STREN'D. CLASS IIr Ow I twwysr I By 'EEastnm T STREN-0. GLASS CORNING On GLASS TYPE 'Al' 7/8' OVERALL I NSUL LAM. GIAS (LAM MISSILE IMPACT GLASS) DURASEAL. SPACER BY 'OUANEX' BUCK DIMS GLAZING OPTIONS NOTE: • • • elAS9 CAPACITIES •N 4 HS •SFIEET ARE • EL? Q9 (3 SEC. GUSTS) • • 1ND iA1D?T 4 J COI+ lSSION FLANGE FRAME • DOCLARATORO SiATiME*T DCA05-DEC-219 •• ••• •• • • • •• BUCK DIMS _ BULYL DOLS • • • • • • . . .. . .. .. .. FLASH FRAME FIN FRAME • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8' TEMP. GLASS r 4 tl 7/16' AIR SPACE 1/6' AOL GLASS A90' Intmloy4r Z •. Sofbs CbOr And Color Glass rBy 'Easbvton Chwrdcal Co.' 1/8' ANN. GLASS C) I SBJCONE g aGE 26W COMMDOW 899 op 8 OURASEAL SPACER BY JDMANW GLASS TYPE 'H' 7/e' OVERALL INSUL LAY. GLASS I I� (LARGE & SIflMLL AOSSILE IMPACT MASS) I �I 1/8' ANX GLASS 7/16' AIR SPACE 1/8' ANN. GLASS 090' uaarlaym Safld Color 1 � 'EE st ANN. GLASS Gl.' SILICONE GE 28M DOW CORNING 699 DURASFAL SPACER a "a BY 'OUANEx 3 GLASS TYPE 'H1' 7/8' OVERALL INSUL. LAIL CLASS c (LARGE MISSILE IMPACT GLASS) NOW: • GLASS TYPES 'Al' do '81' ARE NOT APPROVED a FOR INSTALLATIONS ABOVE 30 ET. OF GRADE. - ``,��tTtnl _= BIu 70t182 ^_ g• ^ •........ :' �`.�`� drawing no. W15-64 FL #21851 7'7S;Mfna.ia 1 `AA Bn•et 2 or g Sealed: 10/13/2017 WOOO BUCX i4 • id' ..> O x1 o EN I bi 4 W4 TYPICAL ANCHORS SEE ELEV. FOR SPACING E I l I J� TYPICAL ANCHORS r �/ SEE ELEV. FOR SPACING SEALANTS: FRAME, VENT CORNERS AND FIX. RAIL ENDS SEALED WITH WHITE/ALUMINUM COLORED SEALANT. WEEPHOLES: Wl = 1-9/16' X 5/16" WEEP HOLES AT 4-3/8' FROM EACH END WITH PLASTIC BAFFLE W2 = 5/8' WEEP NOTCH AT EACH END W3 - 3/8" X 1/4' WEEP HOLES AT EACH END W4 = 1' X 1/8' WEEP HOLES AT 3-3/4' FROM EACH END LATCH AT MT0. • ••s i i i • 'r . . • �. '•e>. • • • • _'• p\• • •` • • • • bw east . ply, • • • FOR SPACING EDGE DST. TYPICAL ANCHORS: SEE a". FOR SPACING 1/4' DIA, TAPCON BY 'TTW (Fu-128 KSI, Fy-100 KSI) 'FLCO' 1/4' DA LILTRACON BY (FuW177 m Fy-tbb KSI) • :. INTO 2BY WORD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD ` (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS g :1 1-1/4' MIN. EMBED INTO CONCRETE $ (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) At gr3 DIRECTLY INTO CONCRETE OR BLOCKS g 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) - a $ . i J1 C OR SELF LING SCREWS (( 2 CRS) � a \ FFS 9 � 4 INTO F.B.C. APPROVED MULLIONS OR 0 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) (STEEL OI CONTACT WOH ALUNNUM TO BE PLATED OR PANTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY o 2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. M WOOD AT HEAD. SILL OR JAMS SO . 0.55 MIN. `n CONCRETE AT HEAD. SILL OR JAMBS 1'e - 3000 PSI MIN. C-90 HOLD M+/FlLLED BLOC( AT JAMBS Pm - 2000 PSI MIN. `1111111 T T7 O N• 706@2 . * a draWGLg rw-. —641 FL #21851 0 • 0 Sealed: 10113/2017 . f • • off • f • . . • • . • • . . . .• .. . • f f. .. IYPIGIL ANCHORS F.B.C. SEE D". FOR SPACING APPROVED MULLION & MILLION ANCHORS o BUCK Ww1H --- suet wwrH _ F I a I 0 1/4' MAX BUCX VAM 1/4- MAX SHIM SHIMS o O yw WIDTH 1/4' SHIM 11? A ANCHORS it 14 TYPM ANCHORS MAX. FOR SPACING Q $ 31 17 11 B B 13 FSEE OR ELEV. SPACING $� bETAL 71 - G o v � - - — - a� -- S1RiJCF1AtE 1 1 1/4' O ___ _____ ._.. __.__.__. __. WOAD 1 _______________ _--____--____-_ W W.:G. 2 EXTERIOR TR UCTU D.L. OPG. IBY WOOD BUCKS IYPIGL ANCHORS SEE 8" a FOR SPACING o •• ••• • • • • • •• 00 go: .• ••• •s• ••• ••• •.• FL #21851 Sealed: 10/13/2017 TYPICAL ANCHORS EDGE DIST. FOR ni m Li m SHIMS I m 21 lei 7EXTERIOR _ 4S9� APPROVTYPICAI IE ,, MULLION ANCHORS IFOR ANCHORS -.o a SEE .s SMING BUCK WMTH SUCK VADTH - Q - - - �;.,� .i .,►■ 1 �► �)�IT AQ■ �— ��iI is■�� - - l IM. 706112 ELEV. M W4 FOR SPACING • • • • • • • • • • • • • Sealed: 10/13/2017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTRATIVE OTLS. ONLY Dfr OR Mr. PWGHES 'AWP MWAL ANCHORS SEE FOR NOT BY WINDOW INTO 28Y WOW BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION IWO WOOD GAP GAP 17 J-F 1, TYPICAI. ANCHORS SEE ELEV. FOR SPACINC ig. 0 1 IN SPACM FL #21851 °°° ° ° no�on 1unumor °°° ° ° ° °°° ° ° °° ° ° °° ° °° ° ° °° °°° ° ° ° °°° ° ° FLANGE FRAME FLUSH FRAME 1 1 "I KU'LY15 [IFT11-i4]:'n9WRWIII FLUSH FRAME SILL FIN FRAME SILL 7 1 1.374 .118 283 1.378 "3 .065 .2, 6 .949 VENT SIDE ROIL Oe GLAZING BEAD .288 t.v1 o® HEAD/JAMB COVER/VENT STOP .578 .758 A70 .784 Q FIX. MEETING RAIL 1.038 1.882 D8S to LATCH LOCK .949 t ef74 283 .129 1.178 1.428 20p .791 VENT TOP RAJL 1.471 w1-37.8 12 F[X. MTG. RAIL STIFFENER .283 4f10 74 ,943 .920 .883 .2. VENT BOTTOM RAIL 1 VENT STIFFENER •• •.• • • • • • •• •• ••• •• • • • •• .. •.• •.• ••• •.• •.• •. . 089 •• . • •• •• •• .749 .048 28.22 A—W 31 ALUM CHANNEL FL #21851 / Ny mw • • • • • • • • • • • • Sealed: 10/1312017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 W15-64 178MT PART / QilANR91Y DIiSCBD'RION MATERIAL �� Z �1 (aT,M h O d �1 LL SA!$CN Vf 7S 3a�U� a g °g a iA O CORNED c WHITE PVC EXTRUSIONS TO BE LABELED WITH AAYA EXTRUDER ODE, EXTRUDER NAYS• CITY, STATE MID 'M WA'. tit UTTERED y�7 pip CORNERS O • •• • • • • ••• • o � r •• _ NO. ••• ••• ••• ••• ••• $ • • • • • • • • •• • • • • • •• •• •• 1 drawing no. 9 VENT CORNERS FRAME CORNERS 1 Ic1,,• W15-64 at�•t g of e FL #21851 ',�mL7MM�``\ YANP./BUPPId66/REYIRR6 1 W-10001 i FLANGE FRAME HEAP PVC OUAFffX BtN.WNO PRODUCTS INC. 1A W-1W01 1 FLUSH FRAME HEAD PVC OUAFmI BUILDING PRODUCTS WC. W-10001 1 F01 FRAME HERD PVC GLEAM BUDDING PRODUCTS INC.2 w-70001 z FLANGE FRAME JAMB PVC WANIX BULLING PRo011Ci5 M. ?A W-10001 2 FLUSH FRAM .IAMB PVC OUANEX BWDOiO PRODUCTS INC. 28 W-10001 2 FIN FRAiO: JAYS PVC GIW�X BtffiDMG PRODUCTSR�BC. 3 W-100D2 t FIANCE FRAME SILL PVC OUANEX BIILLDMG PRODUCTS INC. 3A W-10002 7 FLUSH FRAME SHL PVC OUAND( BUILDING PRODUCTS 01C. 3B TV-10002 1 FM FRAME SAL WC OUANIX BUILDING PRODUCTS INC. 4 W-10003 1 VENT BOTTOM RAIL PVC WANF)f BUILDING PRODUCTS INC. S W 1 YEW INTERLOCK-10004 INTERLOCK STILE PVC QUANEX INC. s w-1DGos 2 war SIDE STILE PVC II¢ OtIANEX BDtNG PRODUCTS INC 7 wb -oos t FOLD INTERLOCK PVC cuAFtETc BtIG.DINO PRooucls W. w m-Loo a Guzuco BEM PVC OUMBUILDING 0BUILDING0 PRODUCTS INC. W-10008 3 HEAD/JAMB COVER PVC pUANIX B1FL.OINO PRODUCTS OYC. 9A W � -700 2 VENT Sly (3' LONG) PCQUANIX BUB�NG PRODUCTS INC. 10 W-108 � 1 VENT BOTTOM LATCH LOCK AT DSPAN OF 80T. RAIL �O PVC QUANIX BUILDING PRODUCTS INC._ 11 YE-1104 4/VENT PENT RERIFORCEYFAtT BO83-TB - 12 YE-1103 1/EACH FIXEDOJTEIO.OdL REINFORCEMENTREINFORCEMENT --- 8083-TB - 13 - a/vEHr 'ULTRA -LIFT' eAtAFK:E - 'CALrndELL' 14 YH-5010 2/VENT BAIANCE CARRIER ASSY. (MOD. 18H101) - 'CALDWELL' 15 YH-524S5 2/VENT PIVOT BAR (MOD. �14323-SS) AT EACH END OF BOT. RAIL S. SliFfll ADEPT 18 YH-1318 AS RFA'D. • J/B' HOLE PLUG (MOD. C-1J&'S9) NYLON ASHUOOT 17 YH-4028 AS REO'D. .187' x 270' FIN SEAL PILE WITH MASTIC FIN W'STRIP - 'ULTRAFAB' 18 YH-590RH 1/VENT TILT LATCH (MOD. 48.13 52.101 RIGH'h AT END OF TOP RAIL - 'TRUTH' 19 YN-S90LH 1/VENT TILT LATCH (MOD. 48.13.32.1O2 LEFT) AT END Of TOP RAIL'TRUTH' 20 YH-595 2/VENT SWEEP LOCK (Y00. 8772�) AT 8' FROM EACHEND----- DECO* at YH-597 2/VENT FACE IMwAar KEEPER (MOD. 877133) AT LOCK LOCATIONS 22 YH-1810 2 WEEP HOLE COVER - 'ASHIAND' 23 YF-Bt 2/BAR /B x 1/2' P.H. PH.DR PNOT BAR SCREW CAD PLATED CRS. - 24 Yf-82 2/KEEPER 08 z 3/4' F.H. TEK. SQ.DR. KEEPER SCREW CAD PLATED CRS. - • • • • • • • • • • • • Sealed: 10/1312O17 • •• •• • • • Lee: ••• • • • ••• • • � ~� in.oaroa szeanpim>ti+'r ar, r � B si.. ens 8� o .ess or_. . egu ." De PR Hone A60Ur oeaR �eanolrlelOrre comrAcroa►R FIanda Iu'Product Approval UM:Pub4c user Product Ammyel Menu > Product or Aooticadon Search > Aoulkadon List > AppUt nthm WOU FL * FL21855-R1 Application Type Revision Code Version 2017 Application Status Approved Comments Archlved Product Manufacturer Assure Windows & Doors Address/Phone/Email 1543 N. Powerline Road Pompano Beach, FL 33069 (305)887-2646 Ext155 gberos@assurawindows.com Authorized Signature Gerardo Beros ' • •' : • • •' gbems@assurawindows.com • • • • • • • •••••• • •••••• • Technical Representative • • • • • • :"• • Address/Phone/Email •••••• •• • ••••• Quality Assurance Representative • • • • : • • • • • • • • Address/Phone/Email • • • • • • • • • • • • •••••• Category Exterior Doors • • • • • Subcategory Swinging Exterior Door Assemblies • • • • • • • • Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the 3avad Ahmed Evaluation Report Florida Ucense PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By 3esus Gonzalez, P.E. v Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Y" TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option D Date Submitted 12/15/2017 Date Validated 12/17/2017 Date Pending FBC Approval 12/19/2017 Date Approved 02/13/2018 Summary of Products FL # Model, Number or Name Description 21855.1 Series "1800" Aluminum Outswing Large missile Impact resistant aluminum outswing French door French Door w/wo Sidelite w/wo sidelite. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL21855 R1 II SS -Series 1800 Alum OS French Door-2017 DWG W15-58.pdf Approved for use outside HVHZ: Yes Impact Resistant, Yes Verified By: Javad Ahmad PE * 70592 Design Pressure: +65/-65 Created by Independent Third Party: Yes Other. See attached drawing W15-58 for span vs load Evaluation Reports combinations and Installation Instructions. FL21855 111 AE SS -Series 1800 Alum Outswina French Door _(I)-PAE 2017.pdf Created by Independent Third Party: Yes 21855.2 Series "La Francais" Aluminum Non -Impact resistant aluminum outswing French door w/wo Outswing French Door w/wo Sidelite sidelite. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL21855 R1 II SS -La Francals French Door ( Ip3)-2017 DWG W15-70.pd-f Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-100.9 Other: See attached drawing W15-70 for span vs load combinations and Installation Instructions. Verifled By: Javad Ahmad PE * 70592 • • Created by Independent T Ird PqW: Yes •"" • * 0 0 Evaluation Reports • • • FL21855 R1 AE SS -La Frarfclis French Of 1 -PA • 2017.Rd •••••• 0 ••••• Created by Independent Ta 411viv: Yes . • • 21855.3 Series 230 Aluminum Outswing Door Non -Impact resistant alumlAii pawing dQQr' l ?tsideltte:y . 0 • w/ Sldelites • • Limits of Use Approved for use In HVHZ: Yes Installation Instructions, ,' • •' : ' • 0' • • • • • FL21855 III II 55-230 OutswlnV (Jy�-2017 DWG W15- Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-69.7 Other. See attached drawing W 15-33 for span vs load combinations and Installation instructions. 33.odf . • . • Verified By: Javad Ahmed PE * 70592 • • • • • • • Created by Independent TWrd Pasty: Yes :fee** • Evaluation Reports • • • • • • • • FL21855 RI AE SS-230 Ojswinci Door (A JI •PAt017.g f Created by Independent Third Party: Yes • •' • 21855.4 Series 230 Aluminum Outswing Door Large missile Impact resistant aluminum outswing door with w/ Sldelites sidelites. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL21855 R1 II SS-230 Outswing Door (LMI)-2017 DWG W15-32 lA Approved for use outside HVHZ, Yes Impact Resistant: Yes Verified By: Javad Ahmed PE * 70592 Design Pressure: +80/-90 Created by Independent Third Party: Yes other: See attached drawing W15-32 for Installation Evaluation Reports Instructions. B21855 RI AE SS-230 Outswing Door (L-PAE 2017.paif Created by Independent Third Party: Yes 21855.5 Series 249 Aluminum Outswing Door Large missile Impact resistant aluminum outswing door with w/ Sidelites sldelites. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL21855 RI II SS-249 French Door (LMI)-2017 DWG W15- Approved for use outside HVHZ: Yes MRd.? Impact Resistant: Yes Verified By: Javad Ahmad PE * 70592 Design Pressure: +100/-141 Created by Independent Third Party: Yes Other: See attached drawing WIS-30 for span vs load Evaluation Reports combinations and installation Instructions. FL21855 Ri AE SS-249 French Door (L( )-PAE 2017 Rdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee R 32399 Phone: 850-487-1824 The Slate of Florida Is an WEED employer. Cawfiftht 2007-2013 State o1 Florida.:: Privacy Staternent :: :: Refund Statement Under FbMa law, on" addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please ca ' 850.487.1395. *Pursuant to section 455.275(1), c DWRs/sroEurEs ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 1800 ALUM. OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEETS 4 & 4.1 FOR DESIGN LOAD CAPACITIES. 37 1/2- MAX. 8 3/4• MAX I II II , II II =11r u _II �a ,I II IT aclrvE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (51H EDITION)/2017 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SWILL. BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUrS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS 94CUJM BUT g LINKED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR AT SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLOC. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE LABELING TO COMPLY WITH SECTION 1709.9.2. DOOM APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 23 7/9' MAX D.L OPG. 340 MAX LEAF WOW x TIONS ! PLOCK G` (OPTION 01 SHOWN) SEE SHEET 5 FOR DESMPTION D.L�OPG W MAX. LEAF WIDTH TYPICAL ELEVATION ( XX ) DUAL LEAF DOOR DOOR OPTIONS LAMINATED GLASS TYPES 'A'. 'B' & 'D' SEE SHEET 4 FOR DESIGN PRESSURE RATING GLASS D.LO. DIMS. D.L.O. HEIGHT (NOR "SIDEbFTE)& - FRAME 1HEISHT -• 43" D.L.O. WIDTH WOKS d� 0 •P � F WI — 13.625" D.L.O. WIDTH )j WORST•= j E• LjtH i�7/4 • • 009 • • • • 0 CO•T•ICTOR TO BE RESPONSBLE FOR THE SELEC'M. PURCHASE ANO DISTAUATION OF THS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HEIS DOES NOT DEVIATE FROM THE CONDn10NS DETAILED ON THIS OOWI@NT. B-THIS PRODUCT EVALUMON DOCUMENT WILL BE CONS ERED MAUD • • • • • C-•TE SPEC/IC PROJECTS SHILL BE PREPARED BY A FLORIDA REOh7kRED • • • • • C• ARCHITECT *UCH WILL SECMM THE WEER OF RFDOAO (EDA) • • • • • • • JPR THE §ROUECT NO WHO WALL BE RESPONSIBLE FOR THE PROPER • • • • 000 • • CF �• ENGINEER OF RECORD, ACTING AS A DELEGATED ENMER SHALL SIBIDI TO THIS LATTER THE SRE • • • Z_.�_ PENGINEER. uwunnia FOR REVIEW. 0- THIS P.E.D. SHALL SEAR THE DATE AND ORttAWi SEAL AND STGNNTUIE OF THE PROFESSTWOL D0XEER OF RECORD THAT PREPARED TF. APPLIED RMS JSED 06 1 SHOWN) T5 FjPn0N FL #21855 70592 • • • • • • • • • • • • Sealed:121612017 • •• •• • • • •• •• ••• • • • ••• • • drawing no. W15-58 38 1/2' MAX 74• MAX u W DOOR FRAME WIDTH DOOR FRAME WIDTH m� 8 3/4' MAX 6 3/4' MAX A A 12' N/RS�I 3CORNERS M MZ ; FALSE F MAY BE USED _ OPIVONS _� oROi S2 PHE( /SE DESCRIPTION g'�i0Y/P1) FOR DESCROWN m 'aIV m J }gs( a � 0 LL OC t C o dam 24 3/4' MAX. 24 3/4' MAX. D.L. OP(L "g D.L. ox. $ �{pa. Q E 38' MAX. 36' MAX, FR � WW" LEAF VAM TYPICAL ELEVATION TYPICAL ELEVATION ( x ) ( XX ) SINGLE LEAF DOOR DUAL LEAF DOOR c 0 DOOR OPTIONS INSUL. LAM, GLASS TYPE W SEE SHEET 4.1 FOR DESIGN PRESSURE RAT= 5, GLASS D.L.O. DD/S. • • • • • • • • • • D.L.O. HEIGW (DOOR Q*SlMlrlE) 4L FIPAME GIR — 13' D.L o. vnDT►1' (�c & �p•�rvds)� j E Wt�TH - 1 s.�so' € DZO. WIDTH DOD ) i ( �24. -4/2 ``j11UU1U1,�� •• ••• •• • • • an •• ••• ••• ••• ••• ••• �:• No70�2� H •• • • • • • • • • • • • • • • • • • '� drawing no. FL #21855 �unl n11``� Wmd1.1o115 I ' ' I I u / u I II I I C ,I I II II \ II , I I I I ACTWE I / u I II \ I I I n II ACTIVE WACRVE • • • Sealed:12/8l2017 • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 8 3/4' MAX. 144' MAX. FRAME wDTH 12' MAX. 12' FAD/SAL 3• 3' pi 3' H O J 0 G e \ 11 II 11 11 It \ II Tt- JI � II I I n it I fiiiill II / II Il J I I 1(18' Max. FRAME WIDTH 12' 12' 3' MAX. Z SURFACE APPLIED K A 3' a3�f Q FALSE 3CORNERS MAY BE USED �I ACTW r7,, 23 7/8' MAX. 23 7/8' MAX. 3' I� 18• MAX. 23 7/8• M, 3" 1� O z c ^ 12* D.L. OPG. Ul)CX OPTIONS 34' MAX. 34' MAX. LOCK OPf1ON5 D.L.. 34• MAX. / yip $ % E 90PT1�OMf1 SHOWN) LEAF WIDTH "" ""p�"" ) SEE SHEEr 5 FOR TION TYPICAL ELEVATION (FOR DESCRWnON 1PICAL ELEVATION ( OXXO ) ( OXXO ) WITH PANEL SIDE LITES WITH DIRECT SET SIDELITES NOTE NOTE: THE FRAME AREA OF ALTERNATE SIZE UNIT MUST NOT EXCEED THE FRAME AREA OF ALTERNATE SIZE UNIT MUST NOT EXCEED TESTED FRAME AREA - 95.75 S0. FT. TESTED FRAME AREA = 71.81 SO. FT. DOORS WITH SIDELITES OPTIONS I.AIRNA t1AM •'A 'B' Sk ' • • • SEE Mir 4 FOR DE(KiRRjMYE WTINB • • • •• • • • • ••• • I fN I I I 11 a \ n u I _I1� i JII L n I n acrroE .. . • . . .. . . .. .. •. FL #21855 ... . . . . . . . . . . . . .. •. . .. . .. .. ... . . ... . . .•N0.70592, ..A h drawing no. W15-58 31 IFAF Y!lDiFi I I L Nm �LjOCXKOP1.2 IMNS (L 22 SHOWN) FOR DESCFVTMN TYPICAL ELEVATION ( OXXO ) DOORS WITH PANEL SIDELITFB i m 146 1/4• MAX 12' 12' I II II / \_L-_ _ 11_-- JI N 11 II II I Al \ 00 II 1 II II \ Ju B \ Li\ II ACIIYE I—LL 32 1/2' MAX 24 J/4• MAX. =�I , , , , I � ; I v I D.L. OK. DL OPG. LOCX 38' MAX. ti OR �2 SURFACE AF7Um UMILEAF YCIDTH O�ON FALSE MNS FOR MAY BE USED �P,.a a a:I•� NOTE THE FRAME AREA OF ALTERNATE SIZE UNR MUST NOT EXCEED TESTED FRAME AREA = 97.24 SO. FT. DOORS WITH % DlWI! 3Fj OPTW • • • • • SEE SHEET 4.1 �T®C! � • � • FO • I I I ONS /1 SHOWN) 9{�j S DFSCPo nm . . .. . . .. .. .. FL #21855 I I I V U— l r MS 0 ; NE/VD/S0..L CORNERS _ o4g go WE 0 c o o� I o do • . . . . . 5eged:171MU17 . . . . . • . . . . GE /8- ANN. GLASS 090" wtenger SaRea pear And Color Gloae \ �By 'Eastman Chwrkal CO.' r1/8" ANN. GLASS n GE Locx OPTIONS ( FOR C SHEET ESCFWTMN 492" ALUM PANEL 5/8' Tw- PLYWOOD A9Y ALUM PANEL VENT WIDTH .0 Is o I � o_ NOTE: M 2 ffi ASSURA' SINGLE HUNG WINDOW i5 IMEGRAL PART OF THIS DOOR. _ $ p E...5 <�0 TYPICAL ELEVATION ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 4 •• ••• • • • • • •• SINGLE LEAF DOOR WITHa'saSM'•S)RUSY ?Ji00.SRi T� RUNG 121. INSERT • •• • • • • ••• • �FIPfD;w0 f;SERY QPTION • • • • • • • • • • . • •• . • •• •• •• FL #21855 OP •� drawing no. :•°�.` W15-58 Sealed:17J612017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SHNGIE LEAF M DOORS WH'HODT SMSIT'IS DESIGN IDAD CAPACITY - PSF DOOR FRAME WIDTH (INKS) DOOR FRAME HE CHT (INCHES) Cum TYPES 'A', 'B' OR V EXL(+) PIT.(-) 31 1/2 79 3/4 66.0 65.0 37 1/2 65.0 65.0 31 1/2 83 3/4 65.0 65.0 37 1/2 65.0 65.0 31 1/2 95 3/4 88.0 65.0 37 1/2 BSA 65.0 DOUBTS LEAF (XX) DOORS WITHOUT S1DEIX= DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCHES) GLASS TYPES 'A'. 'B' OR V EXT.(+) I -(-) 60 79 3/4 65.0 65.0 71 3/4 65.0 65.0 W &1 3/4 65.0 -071 3/4 65.065A W 95 3/4 85.0 -.0 71 3/4 65.0 BS.O I 37-1/2- MAX. DOUR FRAME WIDTH g \ (X) 71-3/4' MAX. DOOR FRAME WIDTH % SINGLR LRAP (E) DOORS MU S.B. INSERT DESIGN LOAD CAPACITY - PSP DOOR FRAME WmDI (MSS) DOOR FRAME HEIGHT (BNCHES) 5/6' PLYWWD .092' ALUM PAM mg) INT.(-) 31 1/2 61 BSO 39 1/2 83 3/4 65A 65.0 (XX) -I, MAX DOOR FRAME WIDTH n / LOWER DESIGN PRESSURE FROM THE �$ PARWIL SINGLE DOOR OR ASSURA SINGE HUNG WINDOW g SWILL CONTROL THE ENTIRE LMOT. STATIONARY PANEL (0) OR DOM WTH SIDELITES DESIGN WAD CAPACITY - PSF DOOR FRAME HEIGHT (INCHES) DOOR FLUME WIDTH WHES) PANEL SWELIIE WIDTH (INCHES) DIRECT SET SMEUTE WIDTH (INCHES) GLAS9 TYPES 'A', 'B' OR 'D' EXT. (+) INT. (-) 31 1/2 (X) 30 36 42 18 18 18 BSA 65.0 65A 65.0 51 55.7 79 3/4 37 1/2 (X) 71 3/4 (XX) 30 42 18 18 18 65.0 BSA 85.0 86.0 55.7 55.7 83 3/4 31 1/2 (X) W (>� 30 38 1B 18 65A 68.0 65.0 65.0 37 1/2 (X) 71 3/4 (XX) 30 36 18 18 65.0 111 S" 65.0 BS 3/4 31 1/2 (X) 60 t>� 30 36 18 18 65.0 55.0 85.0 85.0 37 1/2 (X) 71 3/4 (10I) 30 36 18 Is 65.0 &S.0 61.6 81.8 AUTHORITY HAVING JURISDICTION TO VERIFY EGRESS REQUIREMENTS. GLAZING OPTIONS: LAMINATED GLASS TYPES 'A', 'S' & 'D' I ACTIVE w. DIRECT SET SIDELITE WIOTH I DOOR FRAME WIDTH .SET SIDELITE WEOTH�DOOR FRAME WIDTH EXTERIOR (X) OR (-) 42' MAX. SIDEUTE WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 G/ fC=x3 SIDELITE WIDTH DOOR FRAME WIDTH fC=x3 SIDELITE WIDTH DOOR FRAME WIDTH W i i L\tL11111 11CIIVE : • • i (XXO ) ••• • PANEL SIDELITE WIDTH .DOOR FliA11E WIDTF1= -1/2' EXTE FOOR M 9 • ACIr • • 6TVE • PANEL SIDELITE WIDTH I MAX DOOR WIDTH - 71-3/4' EXTERIOR (XX) • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .i pp� id (0) SIDELITE DOOR FRAME SMELITE WIDTH WIDTH WIDTH FRAK 14 LAI ILI 111 L-1 11 FRAME WIDTH ( OIOID) 0 c `1 11111 ttIlfl/�� . ` � C � Na drawing r15no h .. S •..... . W58 FL #2185'i;® ►`1 meet 4 of15 Sealed:121612017 SINGLE LEAP (TQ DOORS WITHOUT SIBUXIMS DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (DOCHM GLASS TYPE EXT.(+) OIL(-) 31 1/2 79 3/4 65.0 65.0 38 1/2 65.0 65.0 31 1/2 83 3/4 65.0 85.0 38 1/2 SBA 65.0 31 1/2 1 95 3/4 85.0 BS.O 38 1/2 55A BSA DOUBLE LEAF (MO DOORS WrMOUT SIDELITES DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (MOCS) DOOR FRAME HEIGHT (INCHES) GLASS TM I' SO 79 3/4 65.0 65.0 74 BSA S8.0 60 B3 3/4 6SA 65.0 74 65.0 65.0 60 95 3/4 65.0 S5.0 74 115.0 65.0 38-1/Y MAIL DOOR FRAME WIDTH a j n ' (X) 74' MAX. DOOR FRAME W6)TH STATIONARY PANEL (0) OR DOORS WITH SIDEUISS DESIGN LOAD CAPACITY - PSF DOOR FRAME HEIGHT (INCHES) ODOR FRAM WIDTH (NCHES) PANEL SMELrrE WIDTH (D IES) DIRECT SET SIDEUTE WIDTH (INCHES) CLAN TYPE 'E' EXT. (+) OR. (-) 31 1/2 (X)30 so (XX)38 42 36 38 36 65.0 65.0 86.0 05.0 55.7 55.7 79 3/4 36 1/2 (X) 74 (XX) 3D 36 42 36 38 36 65.0 65.0 654 65.0 55.7 55.7 83 3/4 31 1/2 (X) so (XX) 30 36 36 36 85.0 BB.D 55.0 65.0 38 1/2 (X) 74 W 30 36 35 36 65.0 65.0 85.0 65.0 95 3/4 31 1/2 (X) SD OCX) 30 36 38 36 65.0 BLD BS.O BS.O 38 1/2 (X) 74 (XX) 30 36 36 36 1 65.0 65.0 1 65.0 68.0 AUTHORRY HAVING .A1 MICRON TO VERIFY EGRESS REQUIREMENTS. GLAZING OPTIONS: INSUL LAMINATED GLASS TYPE 'E' F ACTIVE n I_ DIRECT SET SIDEUTE WIDTH I DOOR FRAME WIDTH EXTERIOR (X) OR (XX) �j DOOR FRAME SIDEUTE WIDTH WIDTH SIDEUTE WIDTH DOOR FRAM WIDTH L-�\]" ILI xxo JL ••• • I PANEL SIDEUTE WIDTH I DOOR FRAME 1/Y EXTERIOR �) 'V� -COD _ PANEL SIDELRE WIDTH MAX. DOM FRAME WIDTH m 74' I EXEEWOR (XX) -� . . . . . . • . . . . .. .. . . . .. .. 4 S10ELRE WIDTH i n (0) SIDELITE DOORFRAME SIDELRE L FRAME WIDTH SIDELITE y 25 \ / I_ FRAME WNTN 1 wacv / FL #21855 TT nnT11 Sealed:12/6/2017 1f_ 2 - rr Mn FLI iF Omw" no. W15-58 DURASEAL LAMINATED GLASS SPACER BY 'QUANIX' SUCDNE TYPES A. 8 & D GE 280D (SEE DETAIL BELOW) F SPACER yak m Ei n GLAZING DERECT DETAIL AT SET SIDELITE HINGES: EXTRUDED 1/8' THK AND 7-1/2' LONG TWO-PART ALUMINUM BUTT HINGE (PART No. YH-850), THREE PER LEAF, 11-1/2' FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE AND ONE AT MIDSPAN. LOCK OPTIONS: INSLIL LAM. GLASS OPTION il TYPE E AQWE (SEE DETAIL BELOW) STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH (FOR PRE -FABRICATED LOCK STILE PART No. YE-802, WITH 2-1/8' BORE AND 2-3/8' BACKSET TO FIT STANDARD LOCK SET), KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEAF . MANUFACTURER'S Y OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT 38 PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2' FROM TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS. SILICONE DOW CORNING ON OPTION #2 ACTIVE LEAR MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT GE 2800 ACTIVE LEAF (FOR PRE -FABRICATED LOCK STILE PART No. YE-837) WITH THROW BOLTS CONNECTED TO MORTISE LOCK SET, ENGAGING INTO FRAME HEAD AND SILL AND KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR GLAZING DETAIL AT INACTIVE LEAF, DIRECT SET SIDELITE MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2' FROM TOP & BOTTOM OF INACTIVE LEAF. NOTE - TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. HEAT STREWD GLASS 1/8- HEAT STREWD GLASS .015' URETHANE ADHESIVE 090• Interlayer -Saflex Cleor And Color Mass 070' Ntnrlayar By 'Eastman Chemkol Co.' SAF'-OLAS PMycarbonate By 'SAF-GLAS, LLC.' 1/0• HEAT STREWD MUSS .015' URETHANE ADHESIVE i/8' HEAT STREWD GLASS SIUCONE GE 2800 SILICONE GE 28M i !a 1 p4 C \\ /10 X 3/4' PH SMS AT 5' FROM ENDS AAND1z-1/z' O.C. 4TYPICAL GLASS TYPE 'A' HEAT SIREN'D GLASS 090' Interbyer Soflex Clear And Color Giese By 'Eastman Chemical Co.' r3/18' HEAT STREWD GLASS GE 2800 TEMP. GLASS 5/18' AIR SPACE 1/e• ANN. GLASS 090' IrderlaYer SaRex pear And Cobr Clow�By 'Eashnan Chemical Co.' �-1/8' ANN. GLASS SILICONE DOW CORNING 899 GE 28M i P #10 X 1' FH SMS •joipFt--_AT 4' FROM ENDS • • • • • • AND 10' O.C. \ • • • • • • • TYPICAL • • • DURAS•AL •PAGER • GLASS TYPE 'H' GLASS TYPE 'D' GLASS TYPE 'E' 13/18' OVERALL INSUL LAM. GLASS DOOR/PANEL/SWELITE GLAZING OPVMS• • • • • • • • • • • • • • • •• • • • • • • • •• • • •• •• •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4mu YE_&u YE-835 1'E-824 • GLAZING ADAPTER OPTIONS o `YILNIIU III y' >t . No.701�2 _ b i `_ droning no. ..!quo: W15-58 ., s ` � # FL 21855 / T1 Ytt1+� sheet 5 of15 Sealed:1216/2017 3//4' MIN. THROW EO1LT PENETRAnON TYPICAL ANCHORS `ELE FOUR SPAS 010 X 3/4' PH. SMS. AT 4-3/4' FROM ENDS AND 14' O.C. MAX., TYPICAL I- - `^"• 4 FOR SPACING OUTSWING OPERATING UNITS TYPICAL ANCHORS L TYPICAL. ANCHORS SEE ELEVATIONS SEE EL.Nc.H S FOR SPACING FOR SPACING u EWE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING SPEGSTRUCTURE fl je� 8 WOOD BUCKS AND METAL STRUCTURE NOT BY 'ASSURA WDWS.' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Ion era TYPICAL ANCHORS: SEE ELLV. FOR S!'ACINO 1/e DIA. ULTRACON BY 'RCO' (Fu m K51, Fymtss KSt) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES s 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) a THRU 1 BY BUCKS INTO CONC. OR BLOCKS O 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) V 1-1/4• MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4' MIN. EMBED INTO CONCRETE (JAMBS) g to 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) C3 og i� 414 SMS OR SELF DRR.LING SCREWS (GRADE 2 CRS) 4 IN TO F.B.C. APPROVED MULLIONS IZ INTO METAL STRUCTURES (HEAD/JAMBS) C $ (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS *am ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) 0 8f STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) E (STEEL IN CONTACT WITH ALWO11M TO BE PLATED OR PAINED)) TYPICAL EDGE DISTANCE a° INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4- MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD. SU OR JAMBS tb = 3000 PSI Mill. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2aW PSI MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. •• ••• • • • • • ' • • • • • • •l i AAllll Ill!!I ALTERNATE •• •• • • • • ALTERNATE.......� /ice e MIL 70592 ccK' ••• jo a �An� ONS� '., drawing no. EDGE DIST. _� sP LNG EDGE�T. FOR SPACING '�''•••... !'• ®�,6� W15-58 FL #21855 • • • • • • • • • • • • Sealed:12/6/2017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m AUNE O*L 07. mcm 010 X 3/4' PH. SMS. • • • . • • • • • • AT 4-3/4' :ROM END . S • • AND 14' O.C. MAX • • • • OUTSWING OPERATING UNITS TYPICAL • If LOCK OFnON 42 • • • • EXTERIOR • • — — 3 POINT LOCK ON ACTIVE LEAF OPTION • — FL #21855 •�� tea. P1•a. rosex . . • • • • • • Sealed:1216/2017 • • • • • • • • • • • •• .• • • • .• •• ••• • • • ••• • • m� drawing no. W15-58 TYPICAL ANCCHORS PANEL SIDELITE INSTALLATION DETAILS SEE EI.EVATIONS ma DN. FOR SPACING #10 x 3/4• PH SMS #10 X 3/4• PH SMS AT 4-3/4- FROM ENDS AT 4-3/4' FROM ENDS rYPIM AND 14' O.C. MAX. 14' O.C. MAX. 6 SILICONE SILICONE SCREWS NOT REQUIRED. 1/4' MAX' #10 X 3/4' PH. SMS. FOR SIDELRE/DOOR JAMB � SHIM 3 O AT 4-3/4' FROM ENDS AND O CONNECTION J 'I 14' O.C. MAX.. TYPICAL J 1 COORKCREA 1 81 MASONRY' . ` @ .I. y $ to cri e , a• TYPICAL ANCHORSI `; SEE ELEV.gFOR SPACING VmCI<gNd1 fy� Z C ' D.L OPG 7 21 T EXTERIOR `� E S=ONE .v a. 4 CONCRM. • EDGE DIST. TfPWAL ANCHORS MR SPCA= PANEL SIDELITE UNITS MAX. FRAME WIDTH (SEE SHEET 4 B 4.1 • • • • • • • • • �:"�4JJI�I I��I�IIIILLI ALTERNATE • • • • • • • • • • 111111 NT,��'''', • ````` J ` . COMCREW . •; o I .., • • *:.too • • • • • • • No. 70892 1c k ED=DQ • TY%'!1L APlI1�P45 � SPA • • • • • . :�®'' OFF drawing rro. W15-58 FL #21855 i®1%111 sheet g of 15 ... • • • • • • • • • Sealed:121612017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •QC& ANCHORS DIRECT SET SIDELITE INS-TALIATION D .T i R 4,v SEE fFOR SPACING �Y TIONS EDGE oxT. > C F '•' COAUM pON4�� .O p 000 31 S \ 8 pA 0 � 0) 4 SCREWS NOT REOD. OFOR SIDELRE/L NEC _. T/S" MAX y2 0 . M g fA' SErQ =p u �b 8 , TE C 3 g ILI OR y p 0_ TYPICAL ANCHORS 'SEE ELEV. FOR SPACING 18 0 EXTERIOR 21 D.L. OPG. GLAZING CHHANNEL DOOR FRAME WIDTH DIRECT SET SIDELITE WIDTH OPTIONAL MAX. FRAME WIDTH (SEE SHEEP 4 & 4.1) . 31 O be* II • • •• • • • • • O• • • • • • • • • 1111111111, "'6 n 00 A EDGE °00 • :SEE ANCHORS • • • • • • • = * 9 b SEE ELEVATIONS • • • • • • • • • O FOR SPACING • • • • • • • • • • • • • dwng no. DIRECT SET SIDELITE UATS ' W58 FL #21855 i• i i i•• i Sealed:1216/2017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.000 .ego 1.s94 1.492L! 2.117 373 .070 .781 .092 1.210 1.494 1 S47 .79D DOOR FRAME HEAD .Its .wn .030 1.700 ,2 GLAZING CHANNEL PRESSURE PLATE 1 (9) SNAP CAP .873 121.077 I14-L 973 �_ .� 1.087.E .BS3 13 14 a. GLAZING LEG INT. GLAZING LEG RUf0-24 X 1/2- FH. MS. `STEEL \-� TOP/BOTTOM RAIL 4.138 '070 I.e34 4.282 n HINGE STILE LOCK STILE 2 (R LOCK STILE )R 3 POW LOGE OF 21 HINGE ASSEMBLY 4.000 ,.500 2.125 Sw 1.490 n SIDELITE FRAME s2 SIDELITE FRAME MULLION .324 .999 .G88 .ago 1.z9a © GLAZING BEAD EXTERIOR 0tSUL LAY. GLASS 1.838 282 .576 .476 IS GLAZING CHANNEL INTERIOR .021 .723� -r 1.048 .:5 _9W 1.119 04S 1.� ® ..4 ® 1.094 I SIDELITE GLAZING INSERT EXTERIOR SIDELgt •GL kft $S*T JMIMQR • • • WWL LAY. GLASS • NWL IAN&GtAS! • • • • • 1M0 • •• • t 990 .1fo .no 1.500 2810.500 •• ••• ••• • •• ••• .SDO ,�! • • • a • • •0� .078 .07 • • • • • • • • • 4.000 4.000 • • 4.000 • • • 2 STD. THRESHOLD HI -RISE THRESHOLD OPTIONAL THRESHOLD FL #21855 4,v ow Na 7os9z � �, • • • • • • • Seated:12/612017 • • • • • • • • • • • •• •• • • • •• •• ara.mg no. Wl5-58 PI'BY / PAW 4'V F O J .I. g d 0 �� C;�°p O c •• ••• • • • • • •• m • • • • • • • • • tL1 11111T� � � N droving no. W15-58 • • • • • • • • • • • • �'''., • % FL #21855 'S; Mitt / BEQD. DI;SCR�1'tON NATBRW. MANE./SOPPLIEA/RSMABKy 1 YE-832 1 DOOR FRAME HEAD/JAMB 6063-TO 2 YE-810 1 S. THRESHOLD TD 6683-TB - zA 7E—IIt2o , HI —RISE THRESHOLD 6063—TB ... ... . seadBd:1ys1aoT7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . z h a 1 3/8' DID ROD ROD THREADED PRESSURE PLATE U FULL LENGTH 2-1/2' LONG (4) #10 x 1' PH SMS a 8 jry� � QgQg 3/8' NUT AT EACH ENO OF ROD v 8 iyS FRAME UPPER CORNER ,v t v co= 3�� e SaFL o$ Lz F O DOOR LEAF CORNER C C \ 3 • (3) ®10 x 1' sms \ • • • • • • • • • • • 111111 W� 7nFW a E%PERIOR • • • ' • • • • — '� • • • : • • • • : • : • : • �.•'•. drawing no. FRAME LowrER CORfJER %��5®®... ��`� W15-58 S FL #21855 rr rrr11�� street t 1 of 15 ••• • • • • ••• • • • • • • • • • • Sealed:12/6/2017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STAINLESS STEEL FLIT/' Roa• ° ((�� aaasTl#8 PUT. WRH FH. BB U ` `NDERCUT'/a S. COVER PLATE Wm1 ` g DOUBLE ROW ITN SEAL FLUSH BOLT GUID w.ATHAND ADJUSTMENT PLATE ASSEMBLY a• LONNGG ALLLUM. I fi g4r om asj J FLUSHBOLT GUI. 0 W 3 p ATTACKED TO FRAME QQII EEE F STILES AT TOP (SHOWN) lu AND CONCEALED CJJ1 FLUSH BOLTS pJ L Go ,1 cc gM (2) 010-24 PONT B UNDERCUT, FH. MS O C a TOP FLUSHBOLT ASSEMBLY z �a E tea°$ 0 0 (2) 010-24 POINT B O UNDERCUT. FH. MS CONCEALED 1-1/2• LONG ALUM. FLUSH BOLTS FLUSHBOLT GLADE, ®� ATTACHED TO FRAME STILES AT TOP AND BOTTOM (SHOWN) COVER PLATE WITH • • • • DOUBLE ROW FIN SEAL • • • • • p WEATHERSTRIP • S • • • • • • C • • • • • • • `T11111111//I STAMESS STEEL FLUSHBOLT • • • • • • • • • \\``__ee�ff1 'AID �11 AD MMG PLATE WITH (2) \`\ �Y. •. �'�� 1 �e-24 1/2• FH. : d UNDERCUT S16. S �, S n •• •• ••• ••• � Pb•70�2 _ g', ii • • • • • • drrn ing no. '1�T1aADB ' ' "•`• �� i1r15-58 BOTTOM FLUSHBOLT ASSEMBLY FL #21855 ''�/ � �', `\ Bhe•t 12 of 15 • • • • • • • Sealed:121612017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TIOTbWBOLT 3JJ4 ION. EDGE DISf. TYPICAL ANCHORS SEE ELtYAT10NS FOR SPApNG .,-. v PENETRATION •CON(IE.�f• -^ e 3 ICI SEE sms SEE d !'I FOR SING . t o_ c ONcy � WEEPHOLES: S V IF0 1 g a � o, W1 1' LONG WEEP NOTCH AT EACH ENO Z d t a � i O Qi O W1 \ iC W SILICONE GE 28M #10 X 3/4- PH. SMS. AT 4-3/4- FROM ENDS AND C 14- O.C. MAX.. TYPICAL � m •I • • • • ,1111111 /// ' x S 1 e -ILL I ALTERNATEI—SM '' .� �SeQ''•. '� 1 M OPERATING UNITS W/ S.H. WDW. TYPICAL. ANCHORS SEE MR SPACI mcR TYPICAL ANCHORSSINGLE AMG FL #21855 NII jf1 N sheet 3 of 8 • . • • • • • • . • • • Sealed:12J8/2017 • • • • • • • • • • • •• •• • • • •• •• 1/4' MAX. , ' 1/4' MAX. v sH9e E1 VENT WIDTH F1 . SHIM J, a: 2BY atXac o W. OR P �j Woo 19 F E. TYPICAL ANCHORS S FOR SPACING 17 � �' a � pJ O O O $ f� § *L-i� 1 ,s V.�. TYPICAL ANCHORS 9 JO EXTERIOR SEE ELEV. D.L OPG. FOR SPACING S.N. WINZION WIDTH LEAF R1DTF1 DOOR MW E WIDTH LOCK OPTION 1 co ..N. OR LODI OPTION 19(SEE SHEET 5)2 1 4' A1AX. 1 4' MAX. F� WEJr SHIM SPATE f C; 9.I aD N WOOD .lay , s METAL a. o sTTT111:11u1E � � z � CDNCRkTE �aE" MASONRY. 17 TYPICAL ANCHORS � � �2 d 4 SEE ELEV. FOR SPACING O 9 yr� 0 W 3 19 17 27-1/2' MAX PANEL WWH 7 21 1! EXTERIOR S TYPICAL ANCHORS LEAF Wm1H • • SEE ELEV. • • • • • • • • • ,g FOR SPACING DOOR FRAME WIDTH • • • • • • • • • G2 g • • . . . . . . 1,u111u LOCK OPTION 1 • • 000 OR . • • • • • • ```�T� A�/��4 n 19 LOCK OPTION 2 � `�� •....... 1 (SEE SHEET 8) •• ••• .•• ••• •.• •.• _' No. 70=1 is • • • • • • • • • • • • % �•., ,� drawing no. • • W15-58 FL #21855UnII SS�A��` sheet 14 of 15 Sealed:l2/6/2017 • • • • • • • • • • ••• • • • ••• • • 2.220 055 1.327 .827 RED 1a FRAME WAD 812 .062 $B7 — 1.437 — ,.�2 ® FWED RAIL i— 1.825 B�A VENT TOP RAIL 1 A70 .G55 .812 7A)VENT SIDE RAIL .930 r 2.104 !!�_ L I 812 1.179 1.817 LTm / PARr / REQD. Df"SCRWLTON MATMU MALNP./BUPPIER/BEMABEB 1A YE-162 t FRAME HEAD 6083—T5 2A YE-167 1 FRAME SILL 8083-1`5 3A YE-102 2 FRAME ,W® 8083—T5 — 4A YE-152 1 FWM RAIL SDU-75 — 5A YE-151 1 VENT TOP RAIL 8083-75 — BA YE-168 1 VENT ATOM RAIL 8053—T5 — 7A YE-92 2 VENT JAMB 6053-75 — 8A YB-4 AS READ. GdAM BEAD ALUMNUM ROLL FORMED 1DA — 2/ VENT BL= & TACKLE BALANCE — — 11A YH—W AS READ. BULB VOEYL — SINGLE ROW PVC OUROMErER 78 SHORE A 1304 YH-50V AS READ. PILE—SCbLLEOEL .187 X .250 — PH SEAL (DOUBLE) 14A YM-504 2/ VENT VENT LATCHES NYLON/CELCON AT 11' FROM ENDS 14M YH-513 2/ VENT CAM L.001t9 7AMAK AT 11' FROM ENDS 15A /10 X 3/4' 8 FRAME ASSEMBLY SCREWS CRS PLATED, PH SMS 18A /8 X 1' 2 FBED R&LL SCREWS CRS CAD PLATED, PH sms 17A IP X 1-1/4' 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PLATED, PH SMS 18A I YH-590 I 1 REfNFVRC= BAR (.825 X .3127 STEEL — 'A89URA' SINGLE HUNG WINDOW ENS!>W FOR S,WGL.E (2) DOM (SBEET 8) 3/4' ,VEEP dWe- 7.AN. AT EACH&END/SCREEN RETAIOW • • ••• ••• ML i • • i S.H. FV&E ANER DE& � • • •• • • • • •• •• •• • • • • FL #21855 z 3 F yyy�ttt d! O a Oa 8 aIlk p � V 5. Or gsaA a gg{{ !�a y�EYNQ' 70M�//' i e drawing no. 1d0.. .... . Wl5-58 • • • • • • • • • • • • Sea)ed:1218/2017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I Miami Shores Village r NO 12 2019 �'2,4r� '66 Building Department _ 'I'D� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �� Tel: (305) 795-2204 Fax: (305) 756-8972 7-H INSPECTION LINE PHONE NUMBER: (305) 762-4949 ll�� FBC 20 l� BUILDING Master Permit No. ' I " I " 2GpjZ PERMIT APPLICATION Sub Permit No. ©BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS JOB ADDRESS: 10928 NW 2ND AVE ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: Is the Building Historically Designated: Yes NO X Occupancy Type: S/F Load: Construction Type: CMU Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): LIZ WHITNEY Phone#: 786 355-6764 10928 NW 2ND AVE City: MIAMI SHORES State: FL 33168 Tenant/Lessee Name: N/A Phone#: N/A Email: N/A CONTRACTOR: Company Name: SOBE BUILDERS, LLC Phone#: 833 247-7623 Address: 11320 NW 7TH AVE City: MIAMI State: FL Zip: 33168 Qualifier Name: ANTONIO DELIGIO Phone#: 954 531-4430 State Certification or Registration #: CGC 1535696 Certificate of Competency #: DESIGNER: Architect/Engineer: AVINASH THUMMADI Phone#: 786-502-2096 Address:12260 SW 8TH ST SUITE #224 City: MIAMI State: FL Zip: 33184 Value of Work for this Permit: $ 68,000.00 Square/Linear Footage of Work: 1,225 Type of Work: ❑ Addition M Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: INTERIOR RENOVATION AND GARAGE CONVERSION PER PLAN RENOVATE BATH, KIT, NEW FLOORS AND CONVERT GARAGE.. Specify color of color thru tile: Submittal Fee $ Z(10 ' OZ) Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary Double Fee $, Bond $ TOTAL FEE NOW DUE $ _ Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address N/A City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrumen was acknowled ed before me this _ day of 20 _, by who is personally known to me or who has prod ced as identification and wha djyd take an oath. NOTARY PUBLIC: Slgn:_�J� s V Print: P' Seal: APPROVED BY (Revisedo2/24/2014) MY COMMMU—•' " 28 2020 ExplRBB November Signature 4�� 1� CONTRA The foregoing instrument was cknowledged before me this day of �� 20 1 by %nXa., % who ersonally n to me or who has produced as identification and who did NOTARY PUBLIC: Sign: Print: Seal: ' k, an oath. -C'-Z MY COMMISSION # r 2B, 2020 gXPIR68 NoveMba � Plans Examiner l Zoning Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 j<1,OFFICE CIF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-002-0210 Property Address: 10928 NW 2 AVE Miami Shores, FL 33168-4303 Owner ELIZABETH WHITNEY Mailing Address 10928 NW 2 AVE MIAMI SHORES, FL 33168 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/1/0 Floors 1 Living Units 1 Actual Area 1,346 Sq.Ft Living Area 1,104 Sq.Ft Adjusted Area 1,225 Sq.Ft Lot Size 8,750 Sq.Ft Year Built 1945 Assessment Information Year 2019 2018 2017 Land Value $198,100 $188,300 $188,300 Building Value $85,260 $85,678 $85,678 XF Value $704 $0 $0 Market Value $284,064 $273,978 $273,978 Assessed Value 1 $138,624 $136,248 $133,446 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $145,440 $137,730 $140,532 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description SHORELAND HGTS PB 43-85 LOT 19 LOT SIZE 70.000 X 125 OR 15153-2633 0891 1 Generated On : 11/12/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $88,624 $86,248 $83,446 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $113,624 $111,248 $108,446 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $88,624 $86,248 $83,446 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $88,624 $86,248 $83,446 Sales Information Previous OR Book - Price Qualification Description Sale Page Financial inst or "In Lieu of 08/04/2010 $129,250 27389-3628 Forclosure" stated Financial inst or "In Lieu of 03/02/2010 $102,200 27240-2007 Forclosure" stated 08/01/1991 $57,000 15153-2633 Sales which are qualified 10/01/1971 $23,000 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version https://www8.miamidade.gov/Apps/PA/propertysearch/ 11 /12/2019 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2019 THROUGH SEPTEMBER 30, 2020 DBA: Receipt #:GENE AL7 CONTRACTOR (CERT Business Name: SOBS BUILDERS LLC' Business Type:GENERAL CONTRACTOR) Owner Name: ANTONIO DELIGIO Business Opened:10/26/2017 Business Location: 15017 SW 36 ST State/County/Cert/Reg:CGC1525696 DAVIE Exemption Code: Business Phone: Roorms seats Emplayees Machines Professionals 2 For Vending Business Only Number of Machines: For Tvne: Tax Amount I Transfer Fee NSF Fee Penalty Prior Years I Colledlon Cost I Tote l Paid 27.00 0.00 0.00 0.00 1 0.00 1 0.001 27.00 III I THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED 'i Mailing Address: SOBE BUILDERS LLC 15017 SW 36 ST DAVIE, FL 33331 This tax is levied for the privilege of doing business within Broward County and Is non -regulatory In nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business Is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it Is in compliance with State or local laws and regulations. 1� ii (' 2019 - 2020 Receipt #lCP-1E-00017311 Paid 09/17/2019 27.00 ACORD® CERTIFICATE OF LIABILITY INSURANCE DATE WMIDWYYYY) 10105/2018 THIS CERTIFICATE IS ISSUED AS A (NATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSIIRER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: 9 the certificate holder Is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. H SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsem a . PRODUCER Business Express Insurance Agency GONYACTNAME:* Kenneth Mantuo, Jr. PHONE FAX No E adrnin@b&eWrtsurance.com 3900 Hollywood Blvd, Suits PH-E INSURE AFFORDING COVERAGE NAIC• INSURER A: Evanston Insurance Company Hollywood 33021 INSURED SOBE BUILDERS, LLC 1 INSURER B: 5017 SW 36TH ST INSURER c: INSURER D: DAME, FL 33331 INSURER E : (833) 247-7623 INSURER F: COVERAGES CERTIFICATE NUMBER: 001 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE CT NUMBER POLICY EFF PRICY EXP LDnrS A X COMMERCULL GENERAL LIABB.r1Y CLAIMS MADE X❑ OCCUR 3AA306859 10/05/2019 10/05/2020 EACH OCCURRENCE S 1,000,000 DAMAGE TO REPTO FREW (Ea ne $ 100,000 WED EXP are $ 5-000 PERSONAL aADVINJURY S 1-000,000 GEN'L AGGREGATE LIMIT APPLIES PER X POLICY D EcT LOC OTHER: GENERAL AGGREGATE S 2-000-ODO PRODUCTS - COMP -OP AGG S 2-000-000 $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY MBINEDe SIN LIMIT ¢ $ BODILY INJURY (Per person) S BODILY INJURY (Per eacldent) $ PROPERTY DAMAGE e $ UMBRELLALUIB EXCESS LIAR HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ DED I I RETENT1ONS $ A WORIUM COMPENSATION AND EMPLOYERLIABILITY S' Y ANYPROPMETORIPARTNEWEXECUTTVE � OFRCERIMEMBE2EXCLUDED7 (Mande" In NIT) H yae describe under DESCRIPTION OF OPERATIONS below N/A 0521-14249 05/02/19 05/02/20 ATU R E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE - EA EMPLOYEE $ 100,000 E.L. DISEASE - POLICY LIMIT S 500,00D DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD IM, Addmonal Renmrin Schedule, may be attached Nmae space Is required) See policy for terms, Conditions, and exclusions. This Certificate Is for the worts performed under permit # Address located at 10635 NE loth court Miami Shores, FL 33138 This Certificate for license # 1525696 State Certified CGC Village of Miami Shores 10050 NE 2nd Ave Miami Shores. FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORQEDREPRESENTATIVE Kenneth Mantuo JR ©1988-2015 ACORD CORPORATION. All rlghts reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD t Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) The undersigned Affiant, Lim , does hereby attest that (Property owner) The attached survey, performed by PA -' k , " `- % (Name of surveyor's company) For address: 10 9 4-1 N °^9 `��. ��—� - , r Performed on (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Fu ffiant ?h Haugh � �. \�/ - I ri Property Owner Signature Property Own r Print Name SWORN TO AND SUBSCRIBED before me this A ay of Affiant is _personally known tome, _produced r� ''c`�" as i > tificatoy Revised on 5/22/2009/ Revised on 6/12/09 r MY COMMISSION 0 GG050392 ' EXPIRES November 28,2020 Miami Shores Village Building Department �� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 MAR 0 4 22 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING [--]PLUMBING ❑ MECHANICAL ❑PUBLICWORKS JOB ADDRESS: /(?NZ/K fr✓ `Z-/ Z/-//-) 14ve FBC 2B Master Permit No.Ze" Sub Permit No.ov �L - //- JL- ❑ REVISION VeXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: %lzl�y z'C2Z /0 is the Building Historically Designated: Yes ___CNC! Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder)): -CZI Z74 / ;�q l L �// / �(,`� Phone#: �L7� -Z ?? S Address: ��10 y City: /�7//l?"l S7`%o/ S State: Zip: Tenant/Lessee Name: Email: hon CONTRACTOR: Company Name: 'S (f)6.f o6 /1l)cl-Y v cIC Phone#: �pf V `� J/— C'- �-.30 Address: SGv 3 -6 97 City: /,�U�r� State: f G Zip: Qualifier Name: Zell ?162 _ Phone#: State Certification or Registration #: e 4 L' ��ZS" 6; y� Certificate of Competency #: DESIGNER: Architect/Engineer: Ad Value of Work for this Permit: $ �V, 0 le. - Type of Work: ❑ Addition tT Alteration Description of Work: / /L -'6e/` 101Z Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ Radon Fee $ one#: Square/Linear Footage of Work: 33 3 3/ State: Zip: ❑ New ❑ Repair/Replace ❑ Demolition Training/Education Fee $ CCF 5 DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ �S • C� (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature le `V 'r Signature OWNER or AGENT' CONTRACTOR The foregoing instrument was acknowledged before me this 0 t/ day of AKAIC-a , 20 7 Z , by fC1Z/416-'_111 IVI-1171-)ev`trho is personally known to me or who s produced �'� Z as identification and who did take an oath. NOTARY PUBLIC: Sign' ""r IYANNA FON;offlorida N tate Print: on # iH 62 T M FIRMW 6 My Comm. p res 2914 Seal: Bonded through National NAssn. The foregoing instrument was acknowledged before me this d V day of 20 z --' , by films IJf�el�l y ho is personally knoi7vn� me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: o Commission # HH 049662 My Comm. Expires Nov 6, 2024 Bonded through National Notary Assn. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Edgar Munoz, P.E. Florida Lic. #50051 1490 Sheridan Street, # A3 Hollywood FI 33020 Tel 786-303-7913 May 28, 2021 Building Official Building and Planning Department City of Miami Shores RE: Property Address:10928 NW 2 Ave Miami Shores Permit # REV-02-21-283 . . .... ...... ...... .. . ...... .... .... . . .... .... ..... ...... . . ..... .. .. .. .. ...... . . .. . ...... .. • • • . . • • Subject: Repair of app 30 In ft of hairline cracks on exterior stucco at front of building. We visited this site on May 28, 2021 to observe the process of the Recommended Stucco repair and note the following, For this repair all loose stucco ( min 6" on each side of crack) was removed. Using an abrasive cutting disc, a 3/8" v shaped groove was cut along the lines of the crack, then brushed clean and bonding applied. and filled with Sika Pro Select Crack Fix Structural Epoxy, in accordance with manufacturer's specs. Then stucco to match existing was applied to complete this repair. We confirm that this repair was completed in accordance with prior recommendation and FBC. To the best of my knowledge and ability, this report represent an accurate appraisal of the present condition of the inspected structure based upon careful evaluation to the extent reasonably possible, and satisfies the requirements of Florida Building Code Should you have any additional questions please feel free to contact us at 786-303-7913 CENse Sincerely ' * • No. 50051 A OF S/OVAL 00��,.�`�. Edgar Munoz P.E. # 50��Y 11 � 5 05/28/2021 RECEIPT PERMIT#: I, V r -7 eo r2®2z06« > > (Name) ❑ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: DATE: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 From the building department on this date in order to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Signature: ,/ f , (SIGNATURE) PERMIT CLERK INITIAL: RESUBMITTED DATE: 1 Z (2 PERMIT CLERK INITIAL: Is, PROPERTY ADDRESS AND FOLIO 10923 NW 2 AVE MIAMI SHORES, FL 33168 FOLIO: 11- 2136- 002 - 021 LEGAL DESCRIPTION SHORELAND HGTS PB 43-85 LOT 19 LOT SIZE 70.000 X 125 OR 15153-2633 0891 1 ZONING INFORMATION Pnmory wand Use 0101 RESIDENTIAL -SINGLE FAMILY:1 UNIT Floors 1 Living Units 1 Actual Area 1.346 Sq. Ft. Living Area 1,104 Sq. Ft. Adjusted A•ea 1,225 Sq. Ft. Lot Size 8,750 Sq.Ft "ear Built 1945 DESIGN CRITERIA GOVERNING CODES: FLORIDA BUILDING CODE 2017 SIXTH EDITION WIND SPEED: 175 MPH EXPOSURE: C TYPE OF CONSTRUCTION: TYPE: V B HEIGHT OF BUILDING: ALLOWED 1 STORIES MAX. - 20'--' OCCUPANCY CLASSIFICATION: GROUP - R3 (RESIDENTIAL) ALTERATION LEVEL I GENERAL NOTES 1. T- E CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND ANGLES AND ALL OTHER EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK CONTRACTOR TO ALSO VERIFY AND APPROVE ALL INFORMA'ION ON DRAWINGS. ACCEPTANCE OF THESE PLANS CONSTITUTES APPROVAL. PLEASE NOTIFY ENGINEER BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES. :F ANY. 2. CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN PLUMPNESS AND STABILITY OF ALL STRLCTURAL ELEMENTS DURING CONSTRUCTION. 3.THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE -INAL APPROVED SITE AND LOCATION OF ALL OPENINGS TO BE PROVIDED FOR RESPECTVIE TRADES. HE SHALL BE RESPONSIBLE -OR LOCATION AND DETAILS. 4. ALL CONCRETE FOR FOUNDATIONS & SLABS ON GRADE SHALL REACH 2500 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS. AND ALL COLUMNS, GROUTED CELLS, GLASS ABOVE GRADE AND TIE BEAMS SHALL REACH 3000 P.S.I. COMPRESSIVE STRENGTH MINIMUM AT 28 DAYS UNLESS OTHERWISE NOTED. 5. CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR VERIFYNG REQUIRED GRADE & FINISHED FLOOR ELEVATIONS W1TH RESPECT TO DADE COUNTY FLOOD CRITERIA, EXISTING CROWN OF ROAD ELEVATIONS, FEDERAL FLOOD CRITERIA OR ANY OTHER GOVERNING BODY. & OWNER AND CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING, BY CERTIFIED MAIL UPON COMMENCEMENT OF PROJECT. 7 -HE OWNER SHALL BE SOLELY RESPONSIBLE FOR INVESTIGATION IN REFERENCE TO WHETHER STRUCTURE CAN BE BUILT ON SITE. PAYMENT OF THESE DRAWINGS CONSTITUTES ACCEPTANCE & AGREEMENT WITH THE FOLLOWING STATEMENT: NO PARTY SHALL INITIATE DELAY CLAIMS AGAINST ARCHITECT LIABILITIES SHALL BE LIMITED TO FEES PAID TO THE DESIGN PROFESSIONAL. S. PLEASE NOTE -IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIFLD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. 11.40' MEDIAN NW 2nd AVENLig 1n' 1.— -1 - 1p95 -1 aF 12 A¢Y1.V.T PALEYENT 10 AS�KT WEST RIGHT OF WAV LINE w V V. 11. 35' PARKWAY �Al 70.00' (R&M) Od 141. 99, (RI o,e ti 2500' I'd )j IP tiY ,� I'd )f LP Fd W - BLOCK 3 CORNER Lot - 28 Svc U CONCRETE 0, of - 18 DRIVEWAY � N S7EP5 1.9" _ PORCH 151R ' 995' M X 1C.9 R age 0 One Star = Residence No. 10928 FFC.�r�.32" AAIC CO 0.7 10.03 mw add _ zd' CONC. O TILE 0 1 }1,x _ Z h N xw Lo V Y \ STEPS, N I2 RE 'UI=vED I Z L) �\ Y A' 272 0 , �\ V ICY: �o &9 .\ �o 4' WOOD FENCE 0.9, �� (BAD SHAPE) 2 4 FO IP.__.. .. Fd><III P 70.00' (R&M) _ o f 6' METAL FENCE Lot - 6 Lot - 7 Lol -8 9ak 13 Bork 13 Bork 13 WEST MIAMI SHORES SECTION V P.B. 46 - PG. 53 EXISTING SITE PLAN saALE :11/16— V-0' riTi7.r JTihl SCOPE OF WORK BUILDING 1. CONVERT EXISTING GARAGE INTO MASTER BEDROOM WITH ATTACHED BATHROOM, CLOSET 2. CONVERT EXISTING BEDROOM p3 INTO FAMILY ROOM 3.BLOCKUP DETAILS SEE PLANS 4.REMODEL EXISTING BATHROOMp1 SPACE AS SHOWN IN PROPOSED PLANS DEMOLITION 1. DEMOLISH INTERIOR DRYWALL PARTITIONS AS SHOWN IN PLANS ELECTRICAL 1.ELECTRICAL FOR RESIDENCE AS SHOWN IN PLANS PLUMBING 1.PLUMBING FOR KITCHEN, MASTER BATHROOM AND BATHROOM #1 AS SHOWN IN PLANS MECHANICAL 1. NEW MINI SPLIT AC FOR MASTER BEDROOM AS SHOWN IN PLANS INDEX OF DRAWING I SP-1 EXISTING SITE PLAN & LOCATION PLAN A-1 PROPOSED SITE PLAN A-2 EXISTING AND DEMOLITION PLAN A-3 PROPOSED FLOOR PLAN A-4 PROPOSED ELEVATION A-5 SECTIONS AND DETAILS M-1 MECHANICAL PLAN E-1 ELECTRICAL PLAN P-1 PLUMBING PLAN SECURITY NOTES: APPLICABLE ITEMS OF CHAPTER 30 OF THE F.B.C. INTRUSION AND BURGLARY SECURITY 1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LB. APPUED IN ANY MOVABLE DIRECTION AND IN ACCORDAJ\ICE WITH RESISTANCE STANDARDS SET FORTH IN METRO CODE 36C. 2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL -AVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING _OORS. THE INACTIVE LEAF OF THESE PAIRS OF DOORS SHALL -AVE MULTIPLE POINT LOCKS WITH 3/8- MIN. THROW BOLTS WITH INSERTS. 4 HINGES ON EXTERIOR OUT-SWINGNG DOORS SHALL HAVE NON -REMOVABLE PINS. 5. JAMBS OF ALL EXTERIOR OFFSET TYPE IN -SWING DOORS BE RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES. 6. SINGLE, SWINGING, EXTERIOR DOORS, IF USED SHALL BE SOLID CORE OF NO LESS THAN 1-3/4" THICK. 7. GLASS AND EXTERIOR DOOR SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE'S STANDARD 2917. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE'S - STANDARD 2911 3. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IT LOCKED POSITION AND SO AS TO COMPLY WITH ARCHITECTURAL ALUMINUM MANUFACTURES ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. 10. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANEL. 11. DOOR AND WINDOWS BY YALE OGRON FRODUCTS (OR EQUAL). RE'i ISI�N No xr 01O72CZ V N O N O a O LU N N w IV O N 'IT z 000 w Z U�M J co c') OD OD z V) LL w Q O 7- 0 0010<0 0 uj LL N a v w LL J W 0 OW 00 m 10 W LU c') LL Q Z w z0 W ao � Z oa DRAWN BY: SK CHECKED BY: DATE: 01.07.2020 SCALE: SHOW SHEET: S P PROPERTY ADDRESS AND FOLIO 10928 NW 2 AVE MIAMI SHORES, FL 331,68 FOLIO: 11-2136-002-0210 LEGAL DESCRIPTION SHORELAND HGTS PB 43-85 LOT 19 LOT SIZE 70,000 X 125 OR 15153-2633 0891 1 ZONING INFORMATION Primary Larc Use 0101 RESIDENTIAL -SINGLE FAMILY:1 LNI- Floors 1 Uving Units 1 Actual Area 1,346 Sq. Ft. Diving Area 1,104 Sq. Ft. Adjusted Area 1,225 Sq. Ft. Lot Size 8,750 Sq.Ft Year Built 1945 DESIGN CRITERIA GOVERNING CODES: FLORIDA BUILDING CODE 2017 SIXTH 'WIND SPEED: 175 MPH EXPOSURE: C TYPE OF CONSTRUCTION: TYPE: V B HEIGHT OF BUILDING: ALLOWED 1 STORIES MAX. - 20'-0' OCCUPANCY CLASSIFICATION: GROUP - R3 (RESIDENTIAL) .ALTERATION LEVEL Y GENERALNOTES -HE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND ANGLES AND ALL OTHER EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK CONTRACTOR TO .ALSO VERIFY AND APPROVE ALL INFORMATION ON DRAWINGS. ACCEPTANCE OF THESE FANS CONSTTUTES APPROVAL. PLEASE NOT'.FY ENGINEER BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES. IF ANY. 2. CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN PLUMPNESS AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION. 3.THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE FINAL APPROVED SITE AND LOCATION OF AL_ OPENINGS TO BE PROVIDED FOR RESPECTIVE TRADES. HE SHAL_ BE RESPONSIBLE FOR LOCATION AND DETAILS. 4. ALL CONCRETE FOR FOUNDATIONS & SLABS ON GRADE SHALL REACH 2500 P.S.;. COMPRESSIVE STRENGTH AT 28 DAYS. AND ALL COLUMNS, GROUTED CELLS, GLASS ABOVE GRADE AND TIE BEAMS SHALL REACH 3000 P.S.I. COMPRESSIVE STRENGTH MINIMUM AT 28 DAYS UNLESS OTHERWISE NOTED. 5.CONTRACTOR/OWNER SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED GRADE & FINISHED FLOOR ELEVATIONS W1TH RESPECT -0 DADE COUNTY FLOOD CRITERIA, EXISTING CROWN OF ROAD ELEVATIONS, FEDERAL FLOOD CRITERIA OR ANY OTHER GOVERNING BODY. 6. OWNER AND CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING, BY CERTIFIED MAIL UPON COMMENCEMENT OF PROJECT. 7. THE OWNER SHALL BE SOLELY RESPONSIBLE FOR NVESTICATION IN REFERENCE TO WHETHER STRUCTURE CAN BE BUILT ON SITE. PAYMENT OF THESE DRAWINGS CONSTITUTES ACCEPTANCE & AGREEMENT WITH THE FOLLOWING STATEMENT: NO PARTY SHALL INITIATE DELAY CLAMS AGAINST ARCHITECT '_IABILITIES SHALL BE LIMITED TO FEES PAID TO -HE DESIGN PROFESSIONAL. 8. PLEASE NOTE -IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO F'ELD VERIFY ALL JOB CONDITIONS AND DIMENSIONS. 11.40' MEDIAN NW 2nd AVENU WEST RIGHT OF WAY LINE xY V. g 77.35' PARKWAY s_so[weur a,e 70.00' (R&M) °'° 141.99'-(R) 25.00' I➢ Fd.1i IF_ dF1)f IP. BLOCK F4 �J O Q�'� )i' . CORNER Lot - 20 CONCRETE Lot - 18 8 DRIVEWAY 71 ++? STEPS - ... 7.97 2 o Garage- aE--oc, g One StoryA , 11Y Residence No. 10928 F Z-15.52' AAIC � IY 0.7' 0.03, 1pIC 7' - q./A 2.4' c CONc. I nLE o Lf) I _ Lei N 04 Y STEPS*\ i z ,\ PI Ab es,_ °P 4' WOOD FENCE \ 01 X--- (BAD SHAPE) 2.4' - -------- Ft)f LP. _ `a'P 70.00' (R&M) _ o m 6' METAL FENCE _ Lot - 6 Lot - 7 Lot -8 Dock 13 Bock 13 Block 13 WEST MIAMI SHORES SECTION 'D' P.B. 46 - PG. 53 EXISTING SITE PLAN SCALE: 1/16" - 1'-0' I nf%ATInm SCOPE OF WORK BUILDING 1. CONVERT EXISTING GARAGE INTO MASTER BEDROOM WITH ATTACHED BATHROOM, CLOSE- 2. CONVERT EXISTING BEDROOM #3 INTO FAMn_ ROOM 3.BLOCKUP DETAILS SEE PLANS 4.REMODEL EXISTING BATHROOM#1 SPACE AS SHOWN IN PROPOSED PLANS DEMOLITION 1. DEMOLISH INTERIOR DRYWALL PARTITIONS AS SHOWN IN PLANS ELECTRICAL 1.ELECTRICAL FOR RESIDENCE AS SHOWN IN * PLANS PLUMBING 1.PLUMBING FOR KITCHEN, MASTER BATHROOM AND BATHROOM #1 AS SHOWN IN PLANS MECHANICAL 1. NEW MINI SPLIT AC FOR MASTER BEDROOM AS SHOWN IN PLANS INDEX OF DRAWING SP-1 EXISTING SITE PLAN & LOCATION PLAN A-1 PROPOSED SITE PLAN A-2 EXISTING AND DEMOLITION PLAN A-3 PROPOSED PLAN A-4 PROPOSED ELEVATION M-1 MEC-ANICAL PLAN E-1 ELECTRICAL PLAN P-1 PLUMBING PLAN MIAMI SHORES VILLAGE • •II -CNN: •• �4� .pJCfJFAL � • . __ \! �+•: •tom IL .Y l SECURITY NOTES: APPLICABLE ITEMS OF CHAPTER 30 OF -HE F.B.C. INTRUSION AND BURGLARY SECUR -Y. 1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LB. APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDAJ\ICE WITH RESISTANCE STANDARDS SET FORTH IN METRO CODE 36C. 2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MINIMUM OF 6.000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY. 3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF OF THESE PAIRS OF DOORS SHALL HAVE MULTIPLE POINT LOCKS WITH 3/8- MIN. THROW BOLTS WITH INSERTS. 4. HINGES ON EXTERIOR OUT -SWINGING DOORS SHALL HAVE NON -REMOVABLE PINS. 5. JAMBS OF ALL EXTERIOR OFFSET TYPE IN -SWING DOORS BE RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES. 6. SINGLE, SWINGING, EXTERIOR DOORS, IF USED SHALL BE SOLID CORE OF NO LESS THAN 1-3/4" THICK. 7. GLASS AND EXTERIOR DOOR SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE'S STANDARD 2911. 8. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE'S - STANDARD 2911 9. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IT LOCKED POSITION AND SO AS TO COMPLY WITH ARCHITECTURAL ALUMINUM MANUFACTURES ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. '0. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANEL. 11. DOOR AND WINDOWS BY YALE OGRON FRODUCTS (OR EQUAL). L v TF • • •• • • • • boo* 00*0 • • • • •••• • ••0 • • •••• • be •• Q cn z* LU - 1 LU lf» O LU0n0 Ocn`nc� WNOQ 0) O o Z Z U - r D= LCUZ0m j 2Qr_00 '/_n _ 0)<E2C) D 0 CS lLl - D (Y) Z(-) LLJ LU > _J 0 Q lL 0 -Z(1) C 1LJ w N IY �O Z (n CLI � 1, LU LU n Q Z 0_ DRAWN 5Y: 5J CHECKED BY: AT DATE: 07/ 012019 SCAL° 5110VA 11.40° MEDIAN - NW 2nd A VENUI .. .. 75 TOTAL RIGHT -OF WAV .. .. .. .. . . .. ... .. :�p35 ".'.Y2.ASPNALT.PAVEMENT ... .. ... .... ... . ......... ...:� .... .................... .................. ..... ...... o................. ................ .......... .aq.o '.'.......... . ........'.'.'.n '.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'...'.'.'.'.'.'.'.'.'.'.'.'.'.......'....iA....� ........... .. o ........ .........................................................�................ C) ................... M W CID A$PHA�T WEST RIGHT OF WAY LINE N V. W 11.35' PARKWAY • 5'.31O�WpLK ]0 �8•. 97 �:.!/V� :(fC&.� 099 141.99'(R) 2500 --- ---------- =----- -- - P. --------------=------- —-------- Fd. Yz Lc�9S Y o�� Fd.Yz I.P..)t I.P.. BLOCK Z.CORNER ,_ �- 0 �p Lot — 20 CONCRETE Lot — 18 O N DRI%4EWAY STEPS x _� 7.97' PORCH u IIOIIf� ®I � LLB STEPS" N b a Y \b J U b\ 4' WOOD FENCE (BAD SHAPE) — 2.4 Fd. Yy 1.1' Fd.>� 1.P. 70.00' (R&M) o °O 6' METAL FENCE Lot — 6 Lot — 7 Lot —8 Block 13 Block 13 Block 13 WEST MIAMI SHORES SECTION 'C° P.B. 46 — PG. 53 PROPOSED SITE PLAN D 0 SCALE: 3737' - X-C' REVISION NO. GATE Al 1 O'.0]21'b • • • •e• •• ••• 1 •• ••• 4 so ,•• • 905a • .0 P 04 (4 Q W w uu �7 F NOo z QZco,� wZUN 00 N Z LL LLI Q Q 0 � Z 0 o0N<<<0 U W IL � L d ILU 13 OW W w cM Im < Q LL 0 h O NO 3V) W Z 00� Z o� DRAWN BY: SK CHECKED BY: DATE: 01.07.2020 SCALE: SHOW SHEET: A-] 11.40' MEDIAN NW 2nd A VENO'1 ........... . ...................... . . ...................... .. ............. ... 75' TOTAL RIGHT -OF WAY. . ...... ....... .1.P'.A9?0ALTJPA*WMENT ...................... 000 ............... ................... ......... 1 . ........ 1.1..'�'... Q- 0 . .. .. ........ Alo�. 2� . ............ so 0 ... ........ ................... . ..... 1PI ... CD ........... .............. ..... ............................. . . ...... b .0 ... ...............LO 00000. .. I I ... - ..... C� LO 0..:.. WEST RIGHT OF WAY LINE w V. A . $. PHAL I T sees 11.35' PARKWAY *. 0. 5'.SIDFW(� (W T9 141. 9 91 25.0 so �70,DG '(Ra.m) -------------------- Fd.)� LP. Fd.)� I.P. Fd. I.P. BLOCK CORNER C) ��9. open r, 0 • 0 Lot . - 20 m ON CRETE v. I C� C Lot - 18 Ln DRIVEWAY .4 a lTEP'S , 7.9 7' PORCH 15.10' 9.95' 26.34' Garage — ELEV-11.60' One Story 11: 10 Residence No. 10928 AIC F. F. E. - 7 3.52' 0.7' 41.40' 7.98' _2.4' L6 LO C4 04 STEPS16 CD LD Z '0 '4 C, 4, 1 4' WOOD FENCE 2. 0.9' (BAD SHAPE) 4' FdJr 1 70.00' (R8.M);-Y' 6' METAL FENCE Lot - 6 Lot — 7 Lot -8 Block 13 Block 13 i Block 13 WEST MIAMI SHORES SECTION 'D" P.B. 46 - PG. 53 PROPOSED SITE PLAN SQ11E:3/32'-1!V PEV1510N DA71f NO. so • 00 004 0, 00. ..:.. . *a *@see. • 00 • 0 000 1 00 •00 • 0• s 0 00 LLJ zm LU LU > _j C) < U__ 0 Uj LU C\j CLI �O o U) FLI C\j LLJ 0 DRAWN 5Y: 5J CHECKED BY: AT DATE: 07/ � 012019 ,SCALE: 5HOWN A- I -4 4 EXISTING FLOOR PLAN SCALE: 3/4• - W-17 SHOWER DRAIN FOR 2' PVC PIPE 0 0 NOTE: 0 FOR SHOWER PAN LINER 4- BOLTS SHOWER AS PER MFG — P.T. WOOD BLOCKING 1/2" DUROCK BOTH SIDES //------ SHOWER DRAIN — SHOWER / FOR 2' FLOOR / 1 4' S�L,11�4"E O D SLOPPIPE y SHOWER PAN PVC SHOWER CURB N.T.S NOTE SHOWER PAN SLOPE TO COMPLIANCE WITH FBC PLB 417.5.2. BATHROOM FIXTURES SHALL BE INSTALLED AS PER FIGURE R307.1 PROVIDE CEMENT BOARD BEHIND TILES IN WET AREAS IN COMPLIANCE WITH FBCR 702.4.2 FLOOR SECTION SHOWER NOTE: GLASS ADJACENT TO TUBS/SHOWERS WHERE THE EDGE OF GLAZING IS LESS THAN 60` A.F.F. AND LOCATED WITHIN 60' HORIZONTALLY OF TUB/SHOWER EDGE SHALL BE CATEGORY II SAFETY GLAZING- FBC R308.4.5 SHOIVER HEAD VALVE BLOCKUP DOOR ANE A WANDOW DEMOLITION PLAN SCALE: 3/4•- X-O' LEGEND: TO BE DEMOLISHED EXISTING INTERIOR DRYWALL PARTITION ® 8" CMU WALL TO REMAIN DEMOLITION NOTES: 1) CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A DUST FREE ENVIRONMENT. PROVIDE CLEAN & SAFE ENVIRONMENT TO SURROUNDING AREAS. 2) CONTRACTOR IS REQUIRED AND IS RESPONSIBLE FOR 2' . S' WOOD MEMBER PERFORMING ANY ADDITIONAL DEMOLITION WORK REQUIRED TO 1.2 HARDWOOD STOP �, ACCOMPLISH FULL SCOPE OF WORK. F (TYPICAL YPlcAT DOORS)ALL 3) IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES FOOD BACK BETWEEN FIELD CONDITIONS AND DRAWINGS. PLYWOODOOR EDGE D BANDS ALL LL � �• 4) ALL DEMOLITION WORK SHALL BE PERFORMED BY WORKERS 1=3 WOOD BACK WEB FRAME SKILLED AND LICENSED IN TRADE INVOLVED. ROUND SCUD � 5) DEMOUSH AND REMOVE ALL WALLS DESIGNATED TO BE \ REMOVED ON DEMOLITION PLAN. ADJACENT SURFACES TO BE PLYWOOD COUNTERTOP PROTECTED DURING CONSTRUCTION. PATCH ANY DAMAGED SURFACES. SEE COUNTER PROFILE DETAL A THIS SHEET S \ 1.3 WOOD WEB FRAME 6) REMOVE ALL DOORS, SADDLES AND DOOR FRAMES AS (TYPICAL)SHOWN ON DEMOLITION PLAN. 7) POWER SHALL BE DISCONNECTED AS REQUIRED PER FPL PPLYWOOD FRONT AND LYWOOD SIDES, BACK \ STANDARDS BEFORE THE COMMENCEMENT OF ANY DEMOLITION AND BOTTOM. (TYPICAL •- PROVIDE EDGE BRANDS O WORK ALL DRAWERS) FRONT AND BACK 8) ELECTRICAL LINES AND CIRCUITS THAT ARE IN THE PLYWOOD DOOR WITH PLYWOOD BACK DEMOLITION AREAS SHALL BE CAPPED OR DISABLED AT THE EDGE BANDS ALL \ ELECTRIC PANEL AS REQUIRED BY N.E.C. LOCAL CODE, AROUND 2.4 WOOD BASE ORDINANCES AND OSHA. .. ..:\..\ ��. s REETTCHERS AT 2" 9) REMOVE ALL ELECTRICAL FIXTURES AND DEVICES THAT ARE ON ATE' IMPACTED BY DEMOLITION WORK. KITCHEN CABINETS DETAIL 10) REMOVE ALL PLUMBING FIXTURES. AREAS THAT WILL NO r ' 1 LONGER BE IN USE MUST BE CAPPED. NTS 11) PROVIDE TEMPORARY LIGHTING THROUGHOUT DEMOLITION AS REQUIRED. 12) ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL LAWS. 1 •• • • • •••• •• • • •••• • • • • • • •• •• 000 ••• • • •• •• • - • • • • •• ••• •• • • ••• ••• •• r- V N oO O N O Ey Q W N d N w N O Z Q Z ZUMn�'o V) ILL. LL z o 0ONQ0 U W LL - d _i W Q 5O Z f1 i ILL.Q 0 N uJ O NO W z V) 00 Z ocac r. C DRAWN BY: SK CHECKED BY: DATE: 01.07.2020 SCALE: SHOW SHEET: A-2 - EXISTING FLOOR PLAN WALE: y4° =1'-0' LEGEND: TO BE DEMOLISHED 0 EXISTING INTERIOR DRYWALL PARTITION ® 8` CMU WALL TO REMAIN BLOCKUP GARAGE DOOR AND PLACE A WINDOW GARAGE F.F.E = 13.52' i I LAUNDRY D W WH lf,_9 DEMOLITION PLAN SCALE: 1/4• -1--W LIVING DINING ROOM ROOM F.F.E = 13.52' KITCHEN �`a��; oLunuuNi go li p V) wa. j I II II II II DEMOLITION NOTES: 1) CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A DUST FREE ENVIRONMENT. PROVIDE CLEAN & SAFE ENVIRONMENT TO SURROUNDING AREAS. 2) CONTRACTOR IS REQUIRED AND IS RESPONSIBLE FOR PERFORMING ANY ADDITIONAL DEMOLITION WORK REQUIRED TO ACCOMPLISH FULL SCOPE OF WORK. 3) IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS. 4) ALL DEMOLITION WORK SHALL BE PERFORMED BY WORKERS SKILLED AND LICENSED IN TRADE INVOLVED. 5) DEMOLISH AND REMOVE ALL WALLS DESIGNATED TO BE REMOVED ON DEMOLITION PLAN. ADJACENT SURFACES TO BE PROTECTED DURING CONSTRUCTION. PATCH ANY DAMAGED SURFACES. 6) REMOVE ALL DOORS, SADDLES AND DOOR FRAMES AS SHOWN ON DEMOLITION PLAN. 7) POWER SHALL BE DISCONNECTED AS REQUIRED PER FPL STANDARDS BEFORE THE COMMENCEMENT OF ANY DEMOLITION WORK 8) ELECTRICAL LINES AND CIRCUITS THAT ARE IN THE DEMOLITION AREAS SHALL BE CAPPED OR DISABLED AT THE ELECTRIC PANEL AS REQUIRED BY N.E.C. LOCAL CODE, ORDINANCES AND OSHA. 9) REMOVE ALL ELECTRICAL FIXTURES AND DEVICES THAT ARE IMPACTED BY DEMOLITION WORK. 10) REMOVE ALL PLUMBING FIXTURES. AREAS THAT WILL NO LONGER BE IN USE MUST BE CAPPED. 11) PROVIDE TEMPORARY LIGHTING THROUGHOUT DEMOLITION AS REQUIRED. 12) ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL LAWS. BEDROOM H2 • I • • I •*•• miI D r.i •T•• p •• •• _ • • • • �I I • ••� • p m I BEDROOM y1 OF A-2 E" TT-1 BEDROOM y2 � I \ BEDROOM p2 • • _ F F 5 l DO APDOPLAGE • • • • • J BLOCKU _ DR N ••I•••• L ii ii � •• ••• A V ND01Y I ii-31 --��'gym — ••�••• m>�� ' LIVING i CLOSET 1 'a j l' F , m DINING ROOM _ '��. i DINING ROOM LIVING CLOSET o • • a. o . ROOM p • 1 • • ROOM F.F.E = 13.52' �I' iol r F.F.E = 13.52'----------�� I • •Sjj• • • u _�^ • • n GARAGE i, GARAGE F.F.E 11. — I , • • F.F.E 13.52� 1 • 1I r. J of T I F ••i � li , • b`------------- �- ------------------------------� - m 0 o O i N In I ! O Rl I ~ KITCHEN III ®® BEDROOM #3 <I , BEDROOM #1 �' - _ KITCHEN ®®I L ---, BEDROOM #3 _-- BEDROOM �/1 LAUNDRY -� LAUNDRY ®® 1 D W '.I p �il III D W WH I i i N 7_A I EXISTING FLOOR PLAN DEMOLITION PLAN SIGAU : V4• -1'0 SCALE: 1/4• - TO LEGEND: [-_---=--=7 TO BE DEMOLISHED 0 EXISTING INTERIOR DRYWALL PARTITION ® 8' CMU WALL TO REMAIN DEMOLITION NOTES: 1) CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A DUST FREE ENVIRONMENT. PROVIDE CLEAN & SAFE ENVIRONMENT TO SURROUNDING AREAS. 2) CONTRACTOR IS REQUIRED AND IS RESPONSIBLE FOR PERFORMING ANY ADDITIONAL DEMOLITION WORK REQUIRED TO ACCOMPLISH FULL SCOPE OF WORK, 3) IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS. 4) ALL DEMOLITION WORK SHALL BE PERFORMED BY WORKERS SKILLED AND LICENSED IN TRADE INVOLVED. 5) DEMOLISH AND REMOVE ALL WALLS DESIGNATED TO BE REMOVED ON DEMOLITION PLAN. ADJACENT SURFACES TO BE PROTECTED DURING CONSTRUCTION. PATCH ANY DAMAGED SURFACES. 6) REMOVE ALL DOORS, SADDLES AND DOOR FRAMES AS SHOWN ON DEMOLITION PLAN. 7) POWER SHALL BE DISCONNECTED AS REQUIRED PER FPL STANDARDS BEFORE THE COMMENCEMENT OF ANY DEMOLITION WORK 8) ELECTRICAL LINES AND CIRCUITS THAT ARE IN THE DEMOLITION AREAS SHALL BE CAPPED OR DISABLED AT THE ELECTRIC PANEL AS REQUIRED BY N.E.C. LOCAL CODE, ORDINANCES AND OSHA. 9) REMOVE ALL ELECTRICAL FIXTURES AND DEVICES THAT ARE IMPACTED BY DEMOLITION WORK. 10) REMOVE ALL PLUMBING FIXTURES. AREAS THAT WILL NO LONGER BE IN USE MUST BE CAPPED. 11) PROVIDE TEMPORARY LIGHTING THROUGHOUT DEMOLITION AS REQUIRED. 12) ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL LAWS. RfV15ION DATE NO. • ••• •• A-2 , 5 o" PROPOSED FLOOR PLAN SCALE :1/4' - W-0' FINISH SCHEDULE AREA FLOOR BASE WALL CEILING HT. REMARKS LIVING ROOM CERAMIC TILE WOOD 5/8-DRYWALL 1/2"DRYWALL 8'-6" REMARKS DINING ROOM CERAMIC TILE WOOD 5/8-DRYWALL 1/2"DRYWALL FAMILY ROOM CERAMIC TILE WOOD 5/8-DRYWALL 1/2"DRYWALL j BEDROOM 1 CERAMIC TILE WOOD 5/8-DRYWALL BEDROOM 2 CERAMIC TILE WOOD 5/8-DRYWALL BATHROOM 1 CERAMIC TILE CERAMIC TILE 5/8-DRYWALL/TILE KITCHEN CERAMIC TILE WOOD 5/8-DRYWALL CLOSETS CERAMIC TILE WOOD 5/8-DRYWALL MASTER BEDROOM CERAMIC TILE WOOD 5/8"DRYWALL 7'-3" MASTER BATHROOM CERAMIC TILE CERAMIC TILE 5/8"DRYWALL/TILE 7'-3" M. BEDROOM CLOSET CERAMIC TILE WOOD 5/8-DRYWALL 7'_3" LEGEND: 0 EXISTING INTERIOR DRYWALL PARTITION ® 8" CMU WALL TO REMAIN NEW INTERIOR DRYWALL PARTITION WINDOW SCHEDULE DIMENSIONS DESIGN MARK DESCRIPTION OTY MATERIAL TYPE ZONE PRESSURE PRODUCT REMARKS U FSIGC W(IN) H(IN) (PSF) APPROVAL O NEW 1 72 48 ALUMINUM GLASS / SINGLE HUNG IMPACT / 5 -49.82 -gg,13 FL #21851.1 0.55 0.5 O NEW 1 24 24 ALUMINUM/ SINGLE HUNG/IMPACT 5 53.70 -53. FL #21851. CAT II GLASS 0.55 0.5 DOOR SCHEDULE DIMENSIONS DESIGN MARK DESCRIPTION OTY MATERIAL TYPE ZONE PRESSURE PRODUCT REMARKS W(IN) H(IN) (PSF) APPROVAL O NEW 1 72 80 ALUMINUM FRENCH DOOR/IMPACT 4 +36.49 _398g FL #21855.1 ONEW 3 30 80 INTERIOR DOOR O NEW 1 36 80 INTERIOR DOOR BARN DOOR ONEW 1 55 80 INTERIOR DOOR ONEW 1 46 80 INTERIOR DOOR O NEW 1 72 80 INTERIOR DOOR SLIDING CLOSET DOOR O NEW 1 72 BO INTERIOR DOOR ENTRANCE DOOR z . e- nm Baffin e � , nue I0 �Tmao e.oc Rim® OBBB t,w \ R.� . ♦Bama 1. ma0 BAR FR4YE RxgLa 7SAyfLwlq �� J VB ®rvAla 0[T ➢iE 9aET-- (�U nmm reaxr ux PLT�M �8 BAD( RlxO?) gall FDA BMa9 ALL a max KITCHEN CABINETS DETAIL NTS AREA OF CLEAR OPENING 5.7 SO. FT. (MIN.) EGRESS WINDOW NOTES: 5.7 SO. FT. (MIN.) .c x N 20" MIN. © (INSIDE LOOKING OUT) z AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 IN. (50.8 CM) IN WIDTH, 24 IN. (61 CM) IN HEIGHT, AND 5.7 SO. FT. (0.53) IN AREA. THE BOTTOM OF THE OPENING SHALL BE NO MORE THAN 44 IN. (112 CM) ABOVE THE FLOOR.. AS PER N.F.P.A. 101 SECT. 22-2.2.3 (C) FIN. FLOOR 0 ARCH. PI REVISON NO. DATE 1Q 0D7.87e] © mc. lox see • • • se• • • sees•• 0 s• 0 • •• 0e • • • so Do* 00000, ee • 00 • •0000: • • •••• •• • • • •• • • sees• •e •s • s ees• •e• • 00, •• sees•• • 0 0 e so 0 0 so • • • •• so 0 ••• • pp N N d CN O- z 0Za`r0`� r Z U ti w M- J CIDM G E; 0rinNW W QEd4Z 0 0ONaO UW u- .--. 2 J W 13 O LI, c = � LLJ w rM) Q 0 _0 04o im Z N W ao � Z o¢ DRAWN BY: SK CHECKED BY: E.M. DATE 02-05.2020 SCALE: SHOWN SHEET: A-3 1G-8' __ �. - E-6.. 4., 5 a.. AO EANS OF EGRESS O 25-11 ) 8 O M 12 8 UVING p C 0* DINING ROOM MASTER ROOM BEDROOM F.F.E = 13.52' F.F.E = 12.06' A -A' :L•li� �3 ylJ . 8.. PROPOSED FLOOR PLAN SCAM: 1/4' - V-0' _ _ ., 7-_6.. 7� E., E" I 0 2'- li B BEDROOM #2 E C" .o p .c _ (Ay ti _ O W -1 O H n #1 . 1' O ry �UNDRY a - FAMILY KITCHEN _ ®� ROOM r ®® o °p m01 (D ^ BEDROOM #1 ry � 8-- ------I LEGEND: 0 EXISTING INTERIOR DRYWALL PARTTION ® 8" CMU WALL TO REMAIN NEW INTERIOR DRYWALL PARTITION WINDOW SCHEDULE DIMENSIONS DESIGN MARK DESCRIPTION QTY MATERIAL TYPE ZONE PRESSURE PRODUCT REMARKS W(IN) H(IN) (PSF) APPROVAL U SHGC O NEW 1 72 48 ALUMINUM/GLASS SINGLE HUNG/IMPACT 5 -49.13 FL #21851.1 0.55 0.5 O NEW 1 24 24 ALUMINUM/ SINGLE HUNG/IMPACT 5 +40.10 -53 70 FL #21851.1 CAT II GLASS 0.55 0.5 DOOR SCHEDULE DIMENSIONS DESIGN MARK DESCRIPTION QTY MATERIAL TYPE ZONE PRESSURE PRODUCT REMARKS W(IN) H(IN) (PSF) APPROVAL ONEW 1 72 80 ALUMINUM FRENCH DOOR/IMPACT 4 -39.89 FL #21855.1 ONEW 3 30 80 INTERIOR DOOR ONEW 1 36 80 INTERIOR DOOR BARN DOOR O4 NEW 1 55 80 INTERIOR DOOR OS NEW 1 46 80 INTERIOR DOOR O6 NEW 1 72 80 INTERIOR DOOR SLIDING CLOSET DOOR O7 NEW 1 72 80 INTERIOR DOOR ENTRANCE DOOR ll� AT nwo a�a RnOm OCUi •M ubnv al ME ��-RnuE tAn�i ws�� am® mwTt�� m ��"• ne s�iasr -� ,. (�w�m) es nun¢ m.� 0.�Plp DOSi i1N - ,SRO B..Q m� YL we�u+n ems � z. mw em \\ a+ mnw n KITCHEN CABINETS DETAIL NTS AREA OF CLEAR OPENING 5.7 SQ. FT. (MIN.) EGRESS WINDOW NOTES: 5.7 SO. FT. (MIN.) 11 a N a 20" MIN. (INSIDE LOOKING OUT) . z a AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 IN. (50.8 CM) IN WIDTH, 24 IN. (61 CM) IN HEIGHT, AND 5.7 SO. FT. (0.53) IN AREA. THE BOTTOM OF THE OPENING SHALL BE NO MORE THAN 44 IN. (112 CM) ABOVE THE FLOOR.. AS PER N.F.P.A. 101 SECT. 22-2.2.3 (C) FIN. FLOOR TO ARCH. PI REV ON NO. DATE QI 0'.07.20M •••• • •• • • • • • • •• • • • •• • •••• • • • . • • • •• ••• • • % • • •• as •• • • • •• • • • • •• • ••• • •• • • v N � CV O, O N w N 0 .q O Z 0Z W ZUNM� F a, Q O Z O 0 p 0 N CQc 0 V W LL G EL W in OU, W LU cM IlIx > LL Q lIx Z w 99 zo W c Q Z O SK DRA,V.,,.3Y: CHECKED BY: DATE: 01.07M20 SCALE: SHOW SHEET: A3 _. E , 1.. Pi BEDROOM #2 •• • • • _ d.-G.. D- b 'o a.. a.. • •••• III I ••••• qlDINING UVING ROOM 5 `- C _ t :: r.r,/ nummm arm �y m ,... " .". .,. " • • pp• ROOM 'i 2OBAYFiR00M #1 "' (mvcu A. vomm nom ana� �" • • ! • • • F.F.E = 13.52' - +2. F- m a.> �� • • MASTER �i — t _ swam m .om a�v ,m tman saro +om _ t�tE � —, 6R. • " • _ BEDROOM o'' Ll mai ag m� na �� 5.�4'� .o ..�7g .mom. • • • F.F.E = 11.26' i d ^ n M1NDDw JAMB DETAIL DOOR BUCK DETAIL D vi.ymoo Man un kAUNDRY ,-_ 2 v, ' O, �o xr. ata mM Man Ara enat W I ASTER; ��?) � � FAMILY - L. � avow now mx y wom a�a ma sums ui � a� mi ATHRO CLOSET KITCHEN - ®® ROOM _ n O BEDROOM #1 _ _ ,, ,, ,,, .,::�, •l rl m LEGEND: 4 KITCHEN CABINETS DETAIL NTS 0 EXISTING INTERIOR DRYWALL - - PARTITION '� ® 8" CMU WALL TO REMAIN E. NEW INTERIOR DRYWALL PARTITION PROPOSED FLOOR PLAN SCALE: Vra W-0` WINDOW SCHEDULE DIMENSIONS DESIGN PRODUCT MARK DESCRIPTION OTY MATERIAL TYPE ZONE PRESSURE REMARKS W(IN) H(IN) (PSF) APPROVAL O82 NEW 1 72 48 ALUMINUM GLASS / SINGLE HUNG IMPACT / 5 -49.13 -49.13 FL 21851.1 # O NEW 1 24 24 ALUMINUM/GLASS SINGLE HUNG/IMPACT 5 +40.10 -53.70 FL #21851.1 DOOR SCHEDULE DIMENSIONS DESIGN MARK DESCRIPTION OTY MATERIAL TYPE ZONE PRESSURE PRODUCT REMARKS W(IN) H(IN) (PSF) APPROVAL 1 O NEW 1 72 80 ALUMINUM FRENCH DOOR/IMPACT 4 +36.49 _39.gg 89 FL #21855.1 ONEW 3 30 80 INTERIOR DOOR ONEW 1 36 80 INTERIOR DOOR BARN DOOR O4 NEW 1 55 80 INTERIOR DOOR O NEW 1 46 80 INTERIOR DOOR O NEW 1 72 80 INTERIOR DOOR SLIDING CLOSET DOOR AREA OF CLEAR OPENING 5.7 SQ. FT. (MIN.) EGRESS WINDOW NOTES: AN OUTSIDE WINDOW OR DOOR OPE R (MIN.) c X N 20" MIN. ® (INSIDE LOOKING OUT) - z v � v r7 ABLE TOP OF FIN. FLOOR REFER TO ARCH. PLANS REV510N DATE NO. r—1 i •f•• woo •• ••• •• • • •f • •• • Is • •• ••• • • f • •• ••• • • • ••i • 10. •• ••• • • ••• Q m w _1, w If) D IL.I ono m Lu N < 0) z��wpm j�Q�oo �o � < C) op��o� UIUU__=� Cc u U-1 — �(m zm J C, Q O N Lu �o CO— LLl m Q z O� DRAWN BY:5J CHECKED BY: AT DATE: 07/ � 012019 5CALE:5HOWN A-3 E 7z Z;; Z NOT IN SCOPE OF WORK s • • F.F.E OF RESIDENCE • • • • • • EL.=13.52' ❑F MASTER BEDROOM • • • • PROPOSED NORTH ELEVATION • SCALE: 3/8` -1W" NOT IN SCOPE OF WORK 000a FF.E ❑F RESIDENCE +3 20NE 4913 EL.=13.52Ft 21851.1 F.F.E OF MASTER BEDROOM EL: 12.76' PROPOSED EAST ELEVATION SCALE: 3/8-- V-O' NOT IN SCOPE OF WORK -- 11/4 I Z N_ + C FL 21851.1 R 21551.1 EF.E OF RESIDENCE F.F,E OF MASTER BEBRO❑ EL.=13.52' EL=12.76' PROPOSED WEST ELEVATION SCALE: 3/8' - V-0* EXI! GP TOP OF THE EXISTING FINISHED FLOOR LEVEL OF GARAGE SECTION A -A' [EXISTING] SCALE: 1/4•- T-W #5 DRILL & EPDXY 6" A INTO BEAM EXISTING TRUSS JMAINN E ISTING BEAM TOP OF THE EAM - I EXISTING EXISTING BEAM 8" WALL EXISTING LJI� 8" WALL PROPOSED F.F.E OF MAIN HOUSE WINDOW EL.=13.52' FF,E OF MASTER, BEDROO EL.=12.06' _ . __CROWN OF THE ROAD _.� EL. =11.40' GRADE i cll EXISTING 6"'SLAB- EXISTING FINISHED FLOOR COMPACTED WITH FOUNDATION LEVEL OF FIBRE MESH GARAGE CONCRETE SECTION A -A' [PROPOSED] SCALE: 3/8'-:V-V FEXISTING TRUSS TOP OF THE EAM TOP OF THE BEAM NEW OPENING EXISTING / j� SIZE BEAM EXISTING ' 8" WALL 'cr } 8" W X 4 H*�HIDET F.F.E OF MASTER BEDR00 CONC. SILL W/2#5. PROPOSED_ EL.=12.06' ;''t " SILL TO BEAR MIN. 4" ON WINDOW F.F.E OF MAIN HOUSEEA. SIDE OF OPENING EL.=13.52F.F.E ROCK OF MASTER BEDR00 NG #5 DRILL & EL.=12.06' EPDXY 6" MIN. BARC�6"c /c INTO FOOTING EXISTING % 6" SLAB COMPACTED FOUNDAT ON W TH FIBRE MESH CONCRETE - --EXISTING FINISHED FLOOR LEVEL OF GARAGE GARAGE ENCLOSURE BLOCK UP DETAIL SECTION B-B' SCALE! 3/89 - Tv SCALE: 3/9-- V.W REV 6 ON 40 rAl NOTES Q 01.C7.2M CONCRETE COMPACTION 3000 PSI - SOIL COMPACTION : 2000 PSI ,. CONCRETE NOTES • • CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOW&, 3.000 PSI REGULAR WEIGHT FOR FOOTINGS AND SLA-ON-GRADE 3.000 PSI REGULAR WEIGHT FOR BEAMS AND COLUMNS • • CONTRACTOR SHALL BE SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT, CONCRETE SL40W, SHALL NOT EXCEED 4" +/-1" PRIOR TO THE ADDITION OF PLASTICIZER, CONCRETE SHALL COMPLY WITH ALL REQUIREMENTS OF ACI 301 AND ASTM C-94 FM MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE GIVE STAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHON WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NO EXCEED 90 MINUTE. IF FOR ANY REASON THERE IS A DELAY SUCH THAW SAI BATCH IS HELD FOR LONGER THAN 90 MINUTES. THE CONCRETE SHALL BE1 DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY• b NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. ALL CONCRETE SHALL BE CURED USING CURIIgV COMPOUND MEETING ASTM STANDARD C-309, TYPE , CURING COMPOUND SITALL HAVE A FUGITIVE DYE. THE CURING COMPOUND SHALL BE PLACED AS SOON AS•R-IE VISIBLE WATER HAS LEFT THE UNFINISHED CONCRETE. ALL CALCIUM CHLORjpES SHALL NOT BE UTILIZED IN THE WORK. OTHER ADMIXTURES MAY BE USED ONLY FTH THE APPROVAL OF THE ENGINEER REQUIRED CONCRETE COVERAGE OVER RES9R1 SHALL BE AS FALLOW$: A. 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. B. FOR CONCRETE EXPOSED TO EARTH AND/ON WEATHER: }" FOR #5 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO EARTH OR WEATHER: J" FOR SLABS, WALLS AND JOISTS. 1j" FOR BEAM AND COLUMN PRIMARY REINF., TIES, STIRRUPS THE REINFORCED FOR FOOTINGS AND OTHER PRINCIPAL STRUCTURAL MEMBERS IN WHICH CONCRETE IS DEPOSITED AGAINST THE GROUND SHALL HAVE NOT LESS THAN 3 INCHES OF CONCRETE BETWEEN THE REINFORCEMENT AND THE GROUND CONTACT SURFACE IF CONCRETE SURFACES AFTER REMOVAL OF THE WEATHER OR BE IN CONTACT WITH THE GROUND, THE REINFORCEMENT SHALL BE PROTECTED WITH NOT LESS THAN 2 INCHES OF CONCRETE FOR BARS LARGER THAN 111 5 AND 1j' FOR B5 OR SMALLER BARS. EXCAVATION FOR CONTINUOUS FOOTINGS SHALL BE FORMED, EXCEPT WHERE SOIL CONDITIONS ARE SUCH THAT THE SIDES OF THE EXCAVATION STAND FIRM AND SQUARE EXCAVATION SHALL BE MADE TO FIRM, CLEAN BEARING SOIL WHEN POLYETHYLENE SHEET ARE USED AS A VAPOR BARRIER BENEATH A GROUND FLOOR SLAB, THE SUB GRADE FOR THAT SLAB SHALL BE CONSIDERED A FORMED SURFACE FOR THE PURPOSE OF REINFORCING STEEL COVERAGE. STRUCTURAL CONCRETE SHALL CONFORM WITH ACI- 301 IT SHALL REACH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS FOR SLABS FOR BEAMS AND COLUMNS AGGREGATES SHALL BE CLEAN AND GRADED MAXIMUM SIZES J" CONCRETE ASTM C-38 SHALL CONFORM TO ASTM C-94. MAXIMUM PERMISSIBLE SLUMP IS r IN STRUCTURAL CONCRETE WITH THE EXCEPTION BEING SAND CEMENT GROUT. REINFORCING STELL SHALL CONFORM TO ASTM A-615 GRADE 60. REINFORCED STEEL SHALL BE DETAILED AND FABRICATED ACCORDING TO THE " MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" HOOK ALL DISCONTINUOUS TOP REINFORCING PROVIDE CORNERS WITH 2 111 5X5-0 BEND. CLEAR COVER FOR REINFORCING BARS SHALL BE: G.BEAMS 3" UNFORMED FACES -3" SLABS %" FORMED FACES IN BEANS/COLUMNS-13' CONTACT W/EARTH 2- f DETAIL -A r` V In N p yj W fV d CV Ell j O N z OZH _ zZUN w 7�QOMco c) F OCQN� W Q Cie Z 0 Q - N QC O Lu tt <D _j W In Ow CD z � W w M im yQ � dw Zw dw 04 ad Z O W 00 Z oa DRAWN BY: SK CHECKED BY: E.M. DATE: 02.05.2020 SCALE: AS SHOWN SHEET: A-5 CA SECTION A A' [EXISTING] SCALE :1/4' -1•-0• EXISTING TRUSS TOP OF THE EAM — P OF THE BEAM I i I .E OF MAIN HOUSE =13.52' F.F.E OF MASTER BEDR .E OF GARAGE EL.=12.06' o =11.26' TOP OF THE BEAM TOP OF THE BEAM F.F.E OF MAIN HOUSE F.F.E OF MASTER BEDR00 EL.=13.52' 6" SLAB- ` COMPACTED WITH FIBRE MESH. \ EL.=12.06' CD CONCRETE \\ EXISTING FOUNDATION Ol 0 SECTION A —A' [PROPOSED] SCALE: 3/8° -1'-0' #5 DRILL & EPDXY 6" d INTO BEAM NEW OPENING SIZE L4 #5 DRILL & EPDXY 6" MIN. INTO FOOTING S"WX4" CONC. SILL W/2#5. SILL TO BEAR MIN. 4" ON EA. SIDE OF OPENING vv GARAGE ENCLOSURE BLOCK UP DETAIL SCALE: 3/e° -1'-0' REv610n N0 I DATE A 1 OI 07.232C • • •••• •• ••• •••••• •• • •• ••• • •• ••• •••• • • • • • • • • •••• •• •• •• • • • • •• • • •••• _. - Sri='m '��",-•E v 'o O CV O d O cq C V w N p N O Z 8z'_� ;;n Z zU00 0 w � F cle - al Q O:2Z 10 O 0 N C¢ O U W LL < C` J W 0 ow "5 Lu w M Q u' C) w Z O z o¢ DRAWN BY: SK CHECKED BY: DATE: 01.07.2020 SCALE: SHOW SHEET: A-5 / BEDROOM Q2 € 7 H.®d _ € Q G SD I MASTER BEDROOM S U� F.F.E 12,06' LIVING /DINING ROOM ` n�., BATHROOM N / J ROOM 13.52' I SO Q r D L LINDRY // I KITCHAN w � FAMILY ' fro ROOM r lids MASTER— _ L, ( ET BEDROOM g1 CLOSET BATHROOMf �� - \ . O I, I-RDIPMED ELECT A ELECTRICAL CALCULATIONS PANEL B C /aFC✓ / A4,1,- 1'1,47--' my 7 UNIT AREA .... ..........................228 SF 1ST 10 KW ® 1007...................... 10,000 W �N N1 5 P6 N T /l a/yy/o6 , 228 SF X 3W/SF........................ 684 W REMAINDER % 40%............ ..._..... 1,680 W MINI SPLIT AC.....................................2400 W A/C HEAT AT 1007 ............... ._2400 W BATHROOM... 1200 W TOTAL ............................................ 14,080 W BEDROOM .......................... �........... 1500 W 14080 W / 240V. =58.6 AMPS SUBTOTAL ............ ....................... 4,200 W ELECTRICAL LEGEND ELECTRICAL SNITCH 3 WAY ELECTRICAL SNITCH (D: 110V DUPLEX RECEPTACLE W '1OV DUPLEX RECEPTACLE GFCI ® 220V RECEPTACLE O ELECTRIC PANEL CEILING MOUNTED INCANDESCENT LAMP ® PENDANT LAMP y- EXHAUST FAN (�® SMOXE DETECTOR yy FAN WITH PULL STRING LIGHT ELECTRICAL METER EXTERIOR SPOT LIGHT C DISCONNECT SWITCH ♦ GARBAGE DISPOSAL Q TV CABLE 11_1__,. EX ISTI NG AERIAL FPL D 0 2/O IIt OI.■ 2' LD1muT EES LNE FROM ELECTRICAL SE1rv10E F.p.� TRANSFORMER IN POLE INDOOR OUTDDOR INO)OR NEW O IXSTiN 190 AMPS ELECTRI PMEL PANEL l PANEL NEMA 3R, B p q 11 PHASE 120/240Y BC A I 15p 4 �10.Om 3 va v, O EI I -In- IDIOMf P6S I uo m m 1-I/2• Ixmm I� CPF1bYSTp1 BU04R NLOc t�—--'' 2 wwlm wuzclm ro Tw r , T KmIAmYI III �,Kxu a Is0 ro COPFd gTFA p6[ eNB-IM AT TR 1KrATaw A rwmmoN s>m 1 - � I - ELECTRICAL RISER DIAGRAM NITS �iS_ N�TFP __-- SMOKE DETECTOR O-CHEN OR LINE SIDE 120V BATHROOM UGHT OF SNTCH SWITCH ~ SMiTGI LEc PHASE CONDUCTOR NOTE: SMOE XY CTOt SMALL BE HARDORED (110 V T TYPE) TD A NON-SUTC11ABLE MTCH N OR BATHROOM LIGNTO:G COECTAT ON BATTERY BACKED-0 AND SNALL NOT BE CONECTED ONTO THE LOAD SDE OF GROOM FAULT CROAT RTERROPTER ALL SMO10: DETECTORS .e EACH UNIT SHALL BE RTEROONUECTED. SMOKE DETEC SHAD_ NOT BE SPACED MTHR 3 R OF ANY A/C/ G SMOKE DETECTOR DIAGRAM ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY W/THE LATEST NATIONAL ELECTRICAL CODE (2014), F.B.C. (2017) AND ALL OTHER APPLICABLE • CODES. • • 11 2. ALL ELECT. WORK TO BE DONE BY A LICENSED ELECTRICAL CONTRACTOR AFTER A PERMIT IS ISSUED. 000004 • 3. CONDUIT UNDERGROUND TO BE PVC SCHEDULE 4-0 • • • • • 4. CONDUIT EXPOSED TO WEATHER TO BE IMC. •• • • • 5. WIRE INSTALLED ELSEWHERE TO BE ROMEX. • • • • 6. FLEXIBLE CONDUIT SHALL BE SEAL TITE. • • • • • • •• 7. OUTLETS INSTALLED OUTDOORS, GARAGE AND BATHROOMS SHALL HAVE •• GROUND FAULT INTERRUPTER 000004 B. ELECTRICAL OUTLETS ( RECEPTACLES AND LIGHTING BELOW BASE :1OOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED CIRCUITS FROM THOSE IN THE HABITAT AREA. • • 9. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BL4LSW BASE FLOOD ELEVATION. 10. A/C COMPRESSORS SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION. 11. MAIN CIRCUIT BREAKERS PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION. 12. IT SUGGESTED THAT YOU CONFER WITH FLORIDA POWER & LIGHT TO LOCATE THE ELECTRICAL METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. 13. PROVIDE ARC FAULT PROTECTION ON BEDROOM AND OTHER CIRCUITS. 14. ALL 120V SINGLE PHASE. 15 AND 20 A BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, UMNG ROOMS, BEDROOMS. CLOSETS, HALLWAYS, LAUNDRY, OR SIMILAR ROOM AREAS, SHALL BE PROTECTED BY AFCI BY ANY OF THE MEANS DESCRIBED IN 210.12(A) (1) THROUGH (6). THIS INCLUDE TRASH COMPACTOR AND MICROWAVE OVEN 15, 75% OF NEW LAMPS MUST BE HIGH EFFICIENCY. 16. IN ALL AREAS SPECIFIED IN 210.52, ALL NONLOCKING-TYPE 125-VOL7, 15 AND 20 AMP RECEPTACLES SHALL BE USTEC TAMPER -RESISTANT RECEPTACLES WET LOCATION NOTES 1. ALL ELECTR. EQUIP. EXPOSED TO WEAVER SHALL COMPLY TO NEC 312.2 2. SWITCHES OR CIRCUIT BREAKERS IN WET LOCATION OR OUTSIDE OF A BUILDING SHALL BE ENCLOSED IN A WEATHERPROOF ENCLOSURE OR CABINET PER NEC. 404.4 3, NO SWITCHES SHALL BE INSTALLED WTHIN WET LOCATION. I SMOKE DETECTOR NOTE SMOKE DETECTOR ALARMS SHOULD BE PLACED OUTSIDE EACH SLEEPING AREA AND ON EVERY LEVEL OF THE HOME. THIS ALARM 15 POWERED BY A 10-YEAR SEALED -IN, NON -REPLACEABLE LITHIUM ION BATTERY. NO HARDWIRE INSTALLATION REQUIRED AND NO NEED TO CHANGE THE BATTERIES OVER THE 10-YEAR LIFE OF THE ALARM SIMPLY REPLACE THE ENTIRE UNIT AFTER 10 YEARS. (A'y 75- NuS'r 'aw � Kc�A> 'L 71� / // 4ew o 7 . NOTE RECESSED LIGHTS OUTSIDE OVERHANG TO BE WEATHER PROOF ?[ 16 CN YO I:A1E n I DID,.mx 0000 eel see Do 0 V 10 zo 04 N 0• d ~ 04 w �i0N� Z 0 Z H.: CO ^ w ZUTn(h'o DO 00 I ? �Q3J� rn ILL. Q�o�Z 0 o0C4 U W LL < CIL J W 0 Ow00 � 10 Lu w Lc') au_ ow O Z O 19 W GO Z o Q DRAWN BY: SK CHECKED BY: DATE: 01.07.2020 SCALE: SHOW SHEET: E-1 / BEDROOM #2 N /TTt B ' ' 3w MASTER BEDROOM / F @ / \ N q F.F.E = 11.26 DINING ' ROOM LIVING ROOM 1 3w BATHROOM /I F.F.E = 13.52' — u L lNDRY W / KITCHfN I ® ' FAMILY ROOM / TMR CLOSET ®® 1 o BEDROOM (J1 PROPOSED ELECTRICAL PLAN SCALE: 3/4• - T-W CENTER EXISTING PANEL 11A11 MAIN BUS: 150 A SERVICE: NEUTRAL: 150 A MOUNTING: SURFACE MAINS: LUGS ONLY VOLTAGE: 240 /120/ 1^- A.I.C.: 10,000A/C AMPS POLES TOTAL V.A. CONDUIT WIRE REMARKS CKT.CKT.REMARKS NO. NO. WIR CONDUIT TOTAL V. POLES AMPS 50 2 12000 ROMEX 6 RANGE 1 3 2 AHU • 8D00 2 50 4 50 2 11800 • • WATER HEATER 5 7 6 SPARE 8 SPARE 15 1 1200 ROM 14 REFRIGERATOR 9 10 SPARE • • . • + 20 1 1200 ROMEX 12 MICROWAVE 11 12 SPARE 20 1 1 1200 ROMEX 12 DISHWASHER 13 14 BEDROOM #1 AND @2 14 ROM IX 1500 1 15 20 1 1500 ROMEX 12 SMALL APPLIANCES 15 16 BATHROOM e1 12 ROMEX 15DO ' 1 20 20 1 1500 ROMEX 12 SMALL APPLIANCES 17 18 CU 4800 1 30 15 1 1500 ROMEX 14 K4R & RECEPTLT 19 20 HALLWAY. UWTNmND & RECEPT. 14 ROMEX 1500 1 15 20 1 1500 ROMEX 12 21 22 SPARE 20 1 1500 ROMEX 12 N111'mE LwNRmuc & RECIPT. 23 24 SPARE 20 1 1500 ROMEX 12 WASHER 25 26 SPARE 30 2 4500 ROMEX 10 DRYER 27 28 SPARE 29 30 SPARE 15 1 1500 ROMEX14 GARBAGE DISPOSAL 31 32 ISPARE TYPE: LOAD CENTER MAIN BUS: BIDA SERVICE: NEW SUB PANEL 11B" NEUTRAL: 60 A MOUNTING: SURFACE MAINS: LUGS ONLY VOLTAGE: 240 /120/ 1— AMPS POLES I TOTAL V.A. CONDUIT WIRE REMARKS CKT.CKT.REMARKS NO. NO, WIRE CONDUIT TOTAL V.A. POLES AMPS 20 1 1500 ROMEX 12 MINI SPLIT 1 2 MASTER BEDROOM 14 ROMEX 1500 1 15 20 1 1200 ROMEX 12 MASTER BATHROOM 3 4 5 6 7 8 9 10 ELECTRICAL CALCULATIONS PANEL B UNIT AREA...................................228 SF 1ST 10 KW ® 100%..................... 10.000 W 228 SF X 3W/SF........................684 W REMAINDER % 40X ...................... 1,650 W MINI SPLIT AC.....................................1500 W A/C HEAT AT 100% ................... 1500 W BATHROOM 1200 W TOTAL..................................... 13,360 W ................................... BEDROOM......................................1500 W 13,360 W / 24OV. -55.6 AMPS SUBTOTAL ................................... 4,200 WI EXISTING AERIAL FPL LINE FROM ELECTRIC L TRANSFORMER IN POLE INDOOR NBD PNM B q 80 A ELECTRICAL LEGEND ELECTRICAL SWATCH 3 WAY ELECTRICAL SWATCH Q: 110V DUPLEX RECEPTACLE 0:11 OV DUPLEX RECEPTACLE GFCI ® 220V RECEPTACLE v ELECTRIC PANEL CEILING MOUNTED INCANDESCENT LAMP ® PENDANT LAMP EXHAUST FAN ® SMOKE DETECTOR FAN WITH PULL STRNG UGHT ELECTRICAL METER 'Q EXTERIOR SPOT LIGHT IEl DISCONNECT SNATCH ♦ GARBAGE DISPOSAL TV CABLE 3 1 ]/0 TlmL OIL W r OOor MS ¢RACE F.P.L OUTDODR INDOOR !DA ISO AMPS ELECTRICAL PANEL PANEL NEMA 3R. A 1 PHASE 120/240V 1=A ALC10m0 m Pon- - m PAIR 3 1 1/0 Tlml m. N 1-1/!' O)EDQ DS 3 1 T/o 11m1 DL N 1-1/7' omlm BS ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY W/THE LATEST NATIONAL ELECTRICAL CODE (2014), F.B.C. (2017) AND ALL OTHER APPWCABLE • CODES. • • 2. ALL ELECT. WORK TO BE DONE BY A LICENSED ELECTRICAL CONTRACTOR AFTER A PERMIT IS ISSUED. • • • • • • 3. CONDUIT UNDERGROUND TO BE PVC SCHEDULE 40 860994 4. CONDUIT EXPOSED TO WEATHER TO BE IMC. 0000 5. WIRE INSTALLED ELSEWHERE TO BE ROMEX. 0000 6. FLEXIBLE CONDUIT SHALL BE SEAL TITS. • • • • • • 7. OUTLETS INSTALLED OUTDOORS, GARAGE AND BATHROOMS SHALL 41AA• • GROUND FAULT INTERRUPTER 860004 B. ELECTRICAL OUTLETS ( RECEPTACLES AND LIGHTING BELOW BAS,r FLOOD • ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED CIRCUITS • FROM THOSE IN THE HABITAT AREA. • • J 9. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED•BWe. BASE FLOOD ELEVATION. 10. A/C COMPRESSORS SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION. 11. MAIN CIRCUIT BREAKERS PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION. 12. IT SUGGESTED THAT YOU CONFER WITH FLORIDA POWER & LIGHT TO LOCATE THE ELECTRICAL METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. 13. PROVIDE ARC FAULT PROTECTION ON BEDROOM AND OTHER CIRCUITS. 14. ALL 120V SINGLE PHASE, 15 AND 20 A BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, BEDROOMS, CLOSETS, HALLWAYS, LAUNDRY, OR SIMILAR ROOM AREAS, SHALL BE PROTECTED BY AFCI BY ANY OF THE MEANS DESCRIBED IN 210.12(A) (1) THROUGH (6). THIS INCLUDE TRASH COMPACTOR AND MICROWAVE OVEN. 15. 75% OF NEW LAMPS MUST BE HIGH EFFICIENCY. 16. IN ALL AREAS SPECIFIED IN 210.52, ALL NONLOCKING-TYPE 125-VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES NPo, WET LOCATION NOTES �1somuw uma+m ro ,W PA 1. ALL ELECTR. EQUIP. EXPOSED TO WEAVER SHALL COMPLY TO NEC 3'2.2 io a� lmos ISAC[O a BONo ro COPPER GIEA PD'F 9TUB-DDT Al I I "� �,� A FwnwDow sEa 2. SWITCHES OR CIRCUIT BREAKERS IN WET LOCATION OR OUTSIDE OF A J 1 BUILDING SHALL BE ENCLOSED IN A WEATHERPROOF ENCLOSURE OR -I -1 CABINET PER NEC. 404.4 3. NO SWITCHES SHALL BE INSTALLED WITHIN WET LOCATION, RC_T TO PE DII'.EN 8HIT, PELD`+ GP,ADL ELECTRICAL RISER DIAGRAMNTS SMOKE DETECTOR NOTE SMOKE DETECTOR ALARMS SHOULD BE PLACED OUTSIDE EACH SLEEPING AREA AND ON EVERY LEVEL OF THE HOME. THIS ALARM IS POWERED BY A 10-YEAR SEALED -IN, NON -REPLACEABLE LITHIUM ION BATTERY. NO HARDWIRE INSTALLATION REQUIRED AND NO NEED TO CHANGE THE BATTERIES OVER THE 10-YEAR LIFE OF THE ALARM. SIMPLY REPLACE THE ENTIRE UNIT AFTER 10 YEARS. SMOKE DETECTOR KITCHEN OR LAZE SIDE 120V BATHROOM LIGHT OF SWTCH SWITCH �y SN 7CH LEG PHASE CONDUCTOR NOTE SMOKE DETECTOR SHALL BE HARDWRED (110 VOLT TTPE) TD A NON-STITTCHABLE KITCHEN OR BATHROOM L047M mRCNT WTN BAITERV BACKED -UP AND SMALL NOT BE CONNECTED ONTO THE LOAD SIDE D GROUND FAULT CIRCUIT INTERRUPTS. ALL SKOKE DETECTORS WTHN EACH UNIT SHALL BE INTERCOIMCTED SMOKE DETECTOR SHALL NOT BE SPACED WT1HN 3 FT OF ANY A/C/ BRILL SMOKE DETECTOR DIAGRAM NOTE RECESSED LIGHTS OUTSIDE OVERHANG TO BE WEATHER PROOF. REVI51ON DATE NO. t• • ••• •• •. •• • • • • • • ••• • • •• ••• • • • ••• • • •• ••• • • 4 •• • ••• • • ••• cf- Lu H W ln— w 000 � Z—g�m W IC- 0 Z LL 0 z Q U1ZURO z :D=Lu =�E<00 DL 0 Ln<20__,_ Z00M—.3 0pu-d 0� LLI — Dcm z c� W J u Q LLJ N O z� IV mQ z 0 DRAWN BY: 5J CHECKED 5Y:A' DATE: 07/ 10/20 1 5 SCALE: SY10WN •• • a • • • CONNECT TO EI COLD WATER FROM WATER 1 PROPOSED WATER PLAN SCALE: 1/4' -1'-0' N. ) EXSTRHG IER UNE F METER ROPED ROOF CAP. ZZ S RIGHT TC OUCT VENT STACKS DETAIL N.T.S. MAXIMUM WATER CONSUMPTION FOR FIXTURES AND FAUCETS TOILETS: -SINGLE FLUSH TOILETS. THE EFFECTIVE FLUSH VOLUME OF SINGLE FLUSH TOILETS SHALL NOT EXCEED 1.28 GALLONS (4.8 LITERS). -DUAL FLUSH TOILETS. THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS SHALL NOT EXCEED 1.28 GALLONS (4.8 LITERS). SHOWERHEADS SHOWERHEADS INSTALLED SHALL HAVE A MAXIMUM FLOW RATE OF 1.5 GALLONS PER MINUTE(GMP) OR DISPLAY THE EPA WATERSENSE LABEL WHEN AVAILABLE. A SHOWERHEAD IS DEFINED AS INCLUDING THE FOLLOWING TYPES OF EMITTERS: A TRADITIONAL SHOWERHEAD, RAIN SYSTEM, WATERFALL, BODYSPRAY, BODYSPA, OR JET. LAVATORY THE MAXIMUM FLOW RATE SHALL NOT EXCEED 1.5 GPM (5.7 LITERS) AT A PRESSURE OF 50 PSI AT THE INLET, WHEN THE WATER IS FLOWING. KITCHEN THE MAXIMUM FLOW RATE SHALL NOT EXCEED 1.5 GPM (5.7 LITERS) AT A PRESSURE OF 60 PSI AT THE INLET, WHEN THE WATER IS FLOWING. PLUMBING GENERAL NOTES ALL WORK SHALL CONFORM WITH THE FLORIDA PLUMBING CODE, EWITION 2017. 1. SCOPE OF WORK • • THE WORK SHALL INCLUDE ALL PLUMBING NECESSARY SHOWN 0 • DRAWINGS, SPECIFIED HEREIN AND/OR AS NEEDED FOR A COMPLETE • SYSTEM, INCLUDING BUT NOT NECESSARILY LIMITED TO: • • • • 1. DOMESTIC COLD AND HOT WATER PIPING SYSTEMS • • • 2. SANITARY DRAIN AND VENT SYSTEMS • 3. PLUMBING FIXTURES AND TRIM • • • 4. PRESSURE AND TEMPERATURE REUEF FROM WATER HEATER 5. SUPPORTS AND HANGERS sees 2. CONTRACTOR TO VERIFY AT SITE THE LOCATION, ELEVATION ANSSIZE• OF ALL EXISTING LINES FOR CONNECTION BEFORE INSTALLATION OF ANY PIPING. 0000 3. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK. IF jNORK• IS LAID OUT OTHERWISE, CONTRACTOR SHALL NOTIFY IN WRITING THE ARCHITECT/ENGINEER OF SUCH DISCREPANCIES AND ALLOW FOR SUFFICIENT TIME TO MAKE SUCH REVISIONS. • • 4. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS SHOWN ON ANY OF ARCHITECTURAL, AIR CONDITIONING, ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. 5. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE MANNER. PLUMBING FIXTURES SHALL BE CONSTRUCTED WITH THE APPROVED MATERIALS, SHALL HAVE SMOOTH IMPERVIOUS SURFACES AND SHALL BE FREE FROM DEFECTS AND CONCEALED FOULING SURFACES. ALL FIXTURES TRIM TO BE CHROME PLATED. FIXTURES SHALL BE PROVIDED WITH SUPPORTS, HANGERS, ETC. WASTE LINES TO BE PVC SCHEDULE 40 AND SLOPE d' FT. UNLESS OTHERWISE NOTED. 6. PROVIDE FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND ANY WASTE PIPING AT EVERY CHANGE OF DIRECTION, AND AT BOTTOM OF STACKS. CLEAN OUT LOCATIONS AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE 7. THE OWNER SHALL BE GIVEN AN AS -BUILT SET OF PLUMBING PLANS SHOWING THE EXACT LOCATION OF ALL INSTALLATIONS AT THE END OF WORK. B. PROVIDE SHUT-OFF VALVE FOR EACH OF THE PLUMBING FIXTURES. 9. PROVIDE ANTI -SCALD VALVE AT ALL SHOWER HEADS. 10. VENT LINES TO EXTEND 9'MIN. ABOVE ROOF AND SEAL FLASHING WITH LEAD. 11. STERILIZE ALL WATER LINES WITH A MIXNRE OF TWO POUNDS OF CHLORINATED UME TO EACH 1,000 GALLONS OF WATER (50 PPM OF AVAILABLE CHLORINE) RETAIN MIXTURE IN PIPES 24 HOURS AND FLUSH THOROUGHLY WiTi POTABLE WATER BEFORE PLACING IN SERVICE. 12. COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN-SERVICE TEST AFTER COMPLETION OF THE INSTALLATION. 13. WATER HAMMER. THE FLOW VELOCITY OF THE WATER DISTRIBUTION SYSTEM SHALL BE CONTROLLED TO REDUCE THE POSSIBILITY OF WATER HAMMER. WATER HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK -CLOSING VALVES ARE UTILIZED, UNLESS OTHERWISE APPROVED. THE ARRESTOR SHALL BE LOCATED WITHIN AN EFFECTIVE RANGE OF THE QUICK -CLOSING VALVE PIPING MATERIALS 1. SANITARY WASTE, VENT AND STORM DRAIN: BELOW GROUND: 'CAST IRON', SERVICE WEIGHT, PIPE, & FITTINGS ACCORDING TO ASTM A-74 HUB & SPIGOT OR, ABOVE GROUND: 'CAST IRON', SOIL PIPE, "HUBLESS', ACCORDING TO CISPI-301-78, ASTM A-74, WITH STAINLESS STEEL SHIELD AND CLAMPS OVER NEOPRENE SEALING SLEEVE. ALTERNATE: THE PLUMBING CONTRACTOR MAY ELECT, IF APPROVED BY OWNER, TO USE THE FOLLOWING MATERIAL SPECIFICATION FOR WASTE, VENT AND STORM DRAIN SYSTEM: POLYVINYL CHLORIDE (PVC) PIPE & FITTINGS (SCHEDULE 40). MATERIAL SHALL COMPLY WITH D-1784, TYPE 1, GRADE 1 COMPOUND. PIPE SHALL COMPLY WITH ASTM D-1785. 1.FITTINGS SHALL COMPLY WITH ASTM D-2467 SOCKET TYPE. SOLVENT CEMENT SHALL COMPLY WITH D-2564. 2. CONDENSATE DRAINS FROM AIR CONDITIONING UNITS: 'PVC' SCHEDULE 40 PIPE & FITTINGS. 3. DOMESTIC WATER ABOVE GROUND: TYPE L COPPER PIPE WITH WROUGHT COPPER SOLDERED JOINT FITTINGS. TYPE K COPPER BELOW GROUND PIPE ACCORDING TO ASTM B-42. TUBE ACCORDING TO ASTM 8-88. ALTERNATE FOR UNDERGROUND PIPE: CAST IRON WATER PIPE ACCORDING TO ANSI A 21.6. STEEL PIPE (SCHEDULE 40, GALVANIZED) ACCORDING TO ASTM A120-68. 4. ALL CONTROL VALVES FOR DOMESTIC WATER SHALL BE CAST BRASS OR B-88 BRONZE GATE VALVES. 5. PROVIDE DIELECTRIC FITTINGS FOR JOINING DISSIMILAR METALS RE '9pN v0^ DATE � I \ I D7.07.2020 V ppLr) 04 N O Lo N N w NoLo v) Q Z QZH Co wZUN`)� QD z c' J ` .J F K Q N W Q�C) Z O p -i O O N <¢ W LL g a- W 0 O W cs �� W > J Im Q LL � W ZO 99 W Co Z ol o¢ DRAWN BY: SK CHECKED BY: DATE: 01.07.2020 SCALE: SHOW SHEET: P-1 SCALE: 1/4' X-O' MASTER BEDROOM F.F.E = 11.26' LIVING o DINING ROOM m ROOM !' F.F.E = 13.52' ALD]LAUNDRY CLOSET PROPOSED WATER PLAN SCALE: 1/4° - V-17 SCALE: 1/4• - W-w FAMILY KITCHEN ®® ROOM ®® O I BEDROOM g2 m" E P-PVC PIPE NO1L ETF PAN I - a [rmt 3� As PFR P.i. �O® HIOWYG 1/1' wlROtx SON Sys � DRAW SNORER ETm s• gag WORK d 1 4' Q�E 1 °' AOPE '� 1 4 Qd'E PIPE BMHSHOSU PAN PYCSHOWER CURB j/,I) N.T.S _kart SECTION SHOWER NOTE SHow+ PAN SLOPE ro co�laNCE ON rRc PLO aT.sz Ralxeoau EExmala sHAu eE wsrAucD As ans Aox®ar TO FORE R10T.1 W' 41AID1G 6 rTQ1 g0' EWOZ(M PROVIDEcYim+r RDA1so REEpm nus w r�s.s� CATEGI[Yt .ET ARMw aEmuava ON EHIR -a S DPED ROOF CAP SIRNGHT PVC DUCT TlgS/9�OQR5 rERE Ni: ERE tHAN W AP.f. AND L➢CATEO NLY OT Tb/910r•R EDGE Y D SA QA3YG- P9C BEDROOM p1 MAXIMUM WATER CONSUMPTION FOR FIXTURES AND FAUCETS TOILETS: -SINGLE FLUSH TOILETS. THE EFFECTIVE FLUSH VOLUME OF SINGLE FLUSH TOILETS SHALL NOT EXCEED 1.28 GALLONS (4.8 LITERS). -DUAL FLUSH TOILETS. THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS SHALL NOT EXCEED 1.28 GALLONS (4.B LITERS). SHOWERHEADS SHOWERHEADS INSTALLED SHALL HAVE A MAXIMUM FLOW RATE OF 1.5 GALLONS PER MINUTE(GMP) OR DISPLAY THE EPA WATERSENSE LABEL WHEN AVAILABLE. A SHOWERHEAD IS DEFINED AS INCLUDING THE FOLLOWING TYPES OF EMITTERS: A TRADITIONAL SHOWERHEAD, RAIN SYSTEM, WATERFALL, BODYSPRAY, BODYSPA, OR JET. LAVATORY THE MAXIMUM FLOW RATE SHALL NOT EXCEED 1.5 GPM (5.7 LITERS) AT A PRESSURE OF 60 PSI AT THE INLET, WHEN THE WATER IS FLOWING. KITCHEN THE MAXIMUM FLOW RATE SHALL NOT EXCEED 1.5 GPM (5.7 LITERS) AT A PRESSURE OF 60 PSI AT THE INLET, WHEN THE WATER IS FLOWING. PLUMBING GENERAL NOTES ALL WORK SHALL CONFORM WITH THE FLORIDA PLUMBING CODE, EDITION 2017. • • 1. SCOPE OF WORK • • THE WORK SHALL INCLUDE ALL PLUMBING NECESSARY SHOWN ON THE DRAWINGS, SPECIFIED HEREIN AND/OR AS NEEDED FOR A C011111PSEWO • SYSTEM, INCLUDING BUT NOT NECESSARILY LIMITED TO: • 1. DOMESTIC COLD AND HOT WATER PIPING SYSTEMS 2. SANITARY DRAIN AND VENT SYSTEMS goo* 3. PLUMBING FIXTURES AND TRIM • 4. PRESSURE AND TEMPERATURE REIJEF FROM WATER HEATER 0000 5. SUPPORTS AND HANGERS ••••• 2. CONTRACTOR TO VERIFY AT SITE THE LOCATION, ELEVATION AND SIZE OF ALL EXISTING LINES FOR CONNECTION BEFORE INSTALLATION CIPWAN1• • PIPING. 3. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK. IF•WORK• IS LAID OUT OTHERWISE, CONTRACTOR SHALL NOTIFY IN WRITINR THE ARCHITECT/ENGINEER OF SUCH DISCREPANCIES AND ALLOW FOR SUFFICIENT • TIME TO MAKE SUCH REVISIONS. 4. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND CON"T WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS SHOWN ON ANY OF ARCHITECTURAL, AIR CONDITIONING. ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. 5. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE MANNER. PLUMBING FIXTURES SHALL BE CONSTRUCTED 1MTH THE APPROVED MATERIALS, SHALL HAVE SMOOTH IMPERVIOUS SURFACES AND SHALL BE FREE FROM DEFECTS AND CONCEALED FOULING SURFACES. ALL FIXTURES TRIM TO BE CHROME PLATED. FIXTURES SHALL BE PROVIDED WITH SUPPORTS, HANGERS, ETC. WASTE LINES TO BE PVC SCHEDULE 40 AND SLOPE ,' FT. UNLESS OTHERWISE NOTED. 6. PROVIDE FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND ANY WASTE PIPING AT EVERY CHANGE OF DIRECTION, AND AT BOTTOM OF STACKS. CLEAN OUT LOCATIONS AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE. 7. THE OWNER SHALL BE GIVEN AN AS -BUILT SET OF PLUMBING PLANS SHOWING THE EXACT LOCATION OF ALL INSTALLATIONS AT THE END OF WORK. 8. PROVIDE SHUT-OFF VALVE FOR EACH OF THE PLUMBING FIXTURES. 9. PROVIDE ANTI -SCALD VALVE AT ALL SHOWER HEADS. 10. VENT LINES TO EXTEND 9-MIN. ABOVE ROOF AND SEAL FLASHING WTH LEAD. 11, STERILIZE ALL WATER LINES WITH A MIXTURE OF TWO POUNDS OF CHLORINATED LIME TO EACH 1,000 GALLONS OF WATER (50 PPM OF AVAILABLE CHLORINE) RETAIN MIXTURE IN PIPES 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE. 12. COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN-SERVICE TEST AFTER COMPLETION OF THE INSTALLATION. 13. WATER HAMMER. THE FLOW VELOCITY OF THE WATER DISTRIBUTION SYSTEM SHALL BE CONTROLLED TO REDUCE THE POSSIBILITY OF WATER HAMMER. WATER HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK -CLOSING VALVES ARE UTILIZED, UNLESS OTHERWSE APPROVED. THE ARRESTOR SHALL BE LOCATED WITHIN AN EFFECTIVE RANGE OF THE QUICK -CLOSING VALVE. PIPING MATERIALS 1. SANITARY WASTE, VENT AND STORM DRAIN: BELOW GROUND: "CAST IRON, SERVICE WEIGHT, PIPE. & FITTINGS ACCORDING TO ASTM A-74 HUB & SPIGOT OR, ABOVE GROUND: `CAST IRON', SOIL PIPE, 'HUBLESS", ACCORDING TO CISPI-301-78, ASTM A-74, WITH STAINLESS STEEL SHIELD AND CLAMPS OVER NEOPRENE SEALING SLEEVE. ALTERNATE: THE PLUMBING CONTRACTOR MAY ELECT, IF APPROVED BY OWNER, TO USE THE FOLLOWING MATERIAL SPECIFICATION FOR WASTE, VENT AND STORM DRAIN SYSTEM: POLYVINYL CHLORIDE (PVC) PIPE & FITTINGS (SCHEDULE 40). MATERIAL SHALL COMPLY WITH D-1784. TYPE 1. GRADE 1 COMPOUND. PIPE SHALL COMPLY NTH ASTM D-1785. 1.FITTINGS SHALL COMPLY WITH ASTM D-2467 SOCKET TYPE. SOLVENT CEMENT SHALL COMPLY WITH D-2564. 2. CONDENSATE DRAINS FROM AIR CONDITIONING UNITS: "PVC` SCHEDULE 40 PIPE & FITTINGS. 3. DOMESTIC WATER ABOVE GROUND: TYPE L COPPER PIPE NTH WROUGHT COPPER SOLDERED JOINT FITTINGS. TYPE K COPPER BELOW GROUND PIPE ACCORDING TO ASTM B-42. TUBE ACCORDING TO ASTM B-88. ALTERNATE FOR UNDERGROUND PIPE CAST IRON WATER PIPE ACCORDING TO ANSI A 21.6. STEEL PIPE (SCHEDULE 40, GALVANIZED) ACCORDING TO ASTM A120-68. 4. ALL CONTROL VALVES FOR DOMESTIC WATER SHALL BE CAST BRASS OR B-88 BRONZE GATE VALVES. 5. PROVIDE DIELECTRIC FITTINGS FOR JOINING DISSIMILAR METALS REVI51ON NO. DATE • • •• •1 • • • ••, 00*4 • • • • • 9 a :4 • •• ••• of • • • •• • • ••• •• • Q m IL L w 0cn 0 �DLU) c~nm wniOz�m 0 UZU_pl� zD_jw0cY) <7- oN m �<E2C) D Op��O� ULuLL_= cc u Lu - D (m Z m LLJ J Q u N� 30 L Lu CQ z Z O G DRAWN BY: 5J CHECKED BY: AT DATE: 07/ 10/2019 SCALP: 5HOWN =I r IIVr VJLV I�ILVI IAITIIVAL 1 IJ\li SCALE :1/4' - V-O' SLAB REFRIGi3tANT ONES GOPPER. ROUTE IN PARTITION TO ABOVE CIDJNG 4 TO ti C? KNOCKOUT FOR REFRIGERANT. DRAPI, POWER. AND SIGNAL LINES AUTO AIRSWEEP LOUVER DUCTLESS SPLIT SYSTEM DETAIL NOTE 1. PIPING AND FITTINGS FOR REFRIGERANT VAPOR (SUCTION) LINES SHALL BE INSULATED WITH INSULATION HAVING A THERMAL RESISTIVITY OF NOT LESS THAN R-4 AND HAVING EXTERNAL SURFACE PERMEANCE NOT EXCEEDING 0.05 PERM [2.87 NG/(S M2 PA)3 WHEN TESTED IN ACCORDANCE NTH ASTM E96. 2. REFRIGERANT CIRCUIT ACCESS PORTS LOCATED OUTDOORS SHALL BE FITTED WITH LOCKING -TYPE TAMPER -RESISTANT CAPS OR SHALL BE OTHERWISE SECURED TO PREVENT UNAUTHORIZED ACCESS. 3. ALL EXPOSED REFRIGERANT PIPING INSULATION TO BE JACKETED OR PAINTED NTH AV PROTECTIVE PAINT. EQUIPMENT SHALL HAVE -410A REFRIGERANT /DI—INECT OR CIRCUIT BREANER f LOCATI6V: BY ELECTRICAL CONTRACTCR.SINC E POINT SERVICE ROUTE CONDENSATE TO EXTERIOR SLOPED ROOF CAP. __ROOF METAL DUCT EXH. FAN GRILLE SIZE AS PER AIR INLET MFR. SPECS. BATHROOM EXHAUST BATHROOM EXHAUST DUCT SHALL BE SHEET METAL WITH BACK DRAFT DAMPER VENT THRU ROOF 6" ABOVE ROOF SURFACE WITH GOOSE NECK TERMINATION AND WITH CORROSION RESISTANT SCREEN MESH WITH 1/2" MAXIMUM MESH OPENING EXHAUST FAN SCHEDULE TYPE NUTONE MODEL / 606 Sig 4- DISCHARGE 50 CFM EXHAUST FAN DETAIL NTS MINI -SPLIT INDOOR UNIT (HIGH WALL MODEL) COND DRAIN OF AHU SHALL / BE FLOW WITH INTERNAL OVERR FLOW PROTECTION. FBC R-M1411.3.1 INDOOR UNIT TO BE SECURED WITH (4) KWIK BOLT 03/8-X3 WITH 2-1/2- MIN LINE COVER REFRIG. LINES SEE ATTACHED DOCUMENTS PER MANUFACTURE FOR INSTALLATION HVAC NOTES 1. ALL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2017. MECHANICAL. 2. ALL EQUIPMENT SHALL BE NEW, FREE FROM DEFECTS AND WITH MANUFACTURER'S WARRANTY. • • 3. ALL MAIN DUCTS SHALL BE FLEXIBLE FIBERGLASS IN ACCORDANCLO WTH • S.M.A.C.N.A. STANDARDS. • • • • s 4. FLEXIBLE DUCT WORK MAY BE USED FOR BRANCHES TO DIFFU�gS • INDICATED ON DRAWINGS. FLEXIBLE DUCTS SHALL BE U.L. 181 USTtD' a'I SPIRAL STEEL INTERNAL REINFORCING, 1-1/2" FIBERGLASS INSULATIOI POLY-TYLENOL JACKET FABRICATED WITH S.M.A.C.N.A. STANDARDS.• • 5 FIRE DAMPERS SHALL NOT BE REQUIRED WHERE DUCT SAW PENETRATE 1-HOUR FIRE RATED WALLS OR PARTITIONS. 000000 6. NO 90' TURNS IN SLEEVES FOR REFRIGERANT LINES. ♦•• ••• 7. ALL AIR CONDITIONING UNITS, AIR HANDLERS, REFRIGERATION EONINMEYT• • AND/OR APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, IFERVI9E, • REPAIR AND REPLACEMENT. • • B. AN HVAC EFFICIENCY CARD, AS PER THE ENERGY EFFICIENCY CODE FOFP BUILDING CONSTRUCTION, SHALL BE SIGNED BY A REPRESENTATIVE•OF TIRE • HEATING AND COOLING EQUIPMENT CONTRACTOR AND POSTED CIQ A • PROM[-NENT LOCATION ON THE CABINET OF THE INDOOR AIR HANDLER UNIT AT THE TIME OF INSTALLATION. BY OWNER. 9. ALL DUCT PENETRATIONS THROUGH CEILINGS AND WALLS SHALL BE AIR TIGHT USING APPROVED CLOSURE SYSTEMS (E.G., SEALANTS). 10. ALL TRAVERSE JOINTS, LONGITUDINAL SEAMS AND DUCT WALL PENETRATION OF DUCTS AND JOINTS OF RIGID AND FLEXIBLE DUCTS NTH OTHER AIR DISTRIBUTION SYSTEM COMPONENTS SHALL MECHANICALLY ATTACHED AND SEALED TO 100 PERCENT CLOSURE USIG APPROVED CLOSURE SYSTEMS. 11.TAPES OF APPROVED CLOSURE SYSTEMS SHALL EXTEND NOT LESS THAN 1 INCH ONTO EACH OF THE MATED SURFACE AND SHALL TOTALLY COVER THE JOINT. WHEN USED IN RECTANGULAR DUCTS, TAPES SHALL BE USED ONLY ON JOINTS BETWEEN PARALLEL RIGID SURFACES AND ON RIGHT ANGLE JOINTS. 12. ALL HVAC SYSTEMS SHALL BE BALANCED TO DELIVER AIR QUANTITIES INDICATED ON DRAWINGS. ACCEPTABLE TOLERANCES OF PLUS OR MINUS 107 13. INSULATION FOR ALL AIR DISTRIBUTION SYSTEM COMPONENTS SHALL BE R-6. 14. INSTALL THERMOSTATS 5 FEET ABOVE FINISH FLOOR. 15. THE FLEXIBLE DUCT CONSTRUCTION AND INSTALLATION SHALL CONFORM TO THE SMACNA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS. NO METALLIC RIGID DUCTS IN THIS PROJECT. THE DRAWINGS ARE DIAGRAMMATIC. REV6gN NO. DATE 01 07.202D ... . j. 10 � N O N .18. LO I_ I N Z NO Q Z r Z Z U N 10 Z � V) Q IL a�2 Z p 0 a< O O U ON c W IL - C d W 0 O LUCID m W w im Q LL Z W C9 ZO W 00 :2 Z o g DRAWN BY: SK CHECKED BY: DATE: 01.07.2020 SCALE: SHOW SHEET: M-1 Pnvrv.aVv B1IVVEllr ullly .Ill_ I SCALE:11V -ram SLAB REFRIGERANT UNES CDPPER ROUTE IN ttTQ.C! 1b ABOVE CEIUNG & TO M4' YIN. CONDENI-.._ ._... ................ .. .. V C? KNOCKOUT 1. REFRIGERANT, DRAM, POWER. AND SIGNAL LNES l AUTO AIRSWEFP LOUVER DUCTLESS SPLIT SYSTEM DETAIL 1. PIPING AND FITTINGS FOR REFRIGERANT VAPOR (SUCTION) LINES SHALL BE INSULATED WITH INSULATION HAVING A THERMAL RESISTIVITY OF NOT LESS THAN R-4 AND HAVING EXTERNAL SURFACE PERMEANCE NOT EXCEEDING 0.05 PERM [2.87 NG/(S - M2 PA)] WHEN TESTED IN ACCORDANCE WITH ASTM E96. 2. REFRIGERANT CIRCUIT ACCESS PORTS LOCATED OUTDOORS SHALL BE FITTED NTH LOCKING -TYPE TAMPER -RESISTANT CAPS OR SHALL BE OTHERWISE SECURED TO PREVENT UNAUTHORIZED ACCESS. 3. ALL EXPOSED REFRIGERANT PIPING INSULATION TO BE JACKETED OR PAINTED WITH AV PROTECTIVE PAINT. OUIPMENT SHALL HAVE -4TOA REFRIGERANT SCONNECT OR CIRCUIT BREAKER OCA,ON: BY ELECTRICAL CONTRACTOR.SMGLE POINT SERMCE ROUTE CONDENSATE 10 EXTERIOR SLOPED ROOF CAP. METAL DUCT EXH. FAN J GRILLE SIZE AS PER AIR INLET MFR. SPECS. BATHROOM EXHAUST BATHROOM EXHAUST DUCT SHALL BE SHEET METAL WTH BACK DRAFT DAMPER VENT THRU ROOF 6" ABOVE ROOF SURFACE WITH GOOSE NECK TERMINATION AND WITH CORROSION RESISTANT SCREEN MESH WITH 1/2- MAXIMUM MESH OPENING EXHAUST FAN SCHEDULE TYPE NUTONE MODEL ® 606 SIZE 4. DISCHARGE 50 CFM EXHAUST FAN DETAIL NTS ROOM AIR -CONDITIONER (SPLIT) -NDOOR MODEL LSO90HSV5 OUTDOOR MODEL LSO90HSV5 SEER 23.5 COOLING CAPACITY 9000 Btu/h HEATING CAPACITY 10800 Btu/H HSPF 11.3 EER 14.52 HSPF 11.3 AHRI REFERENCE NUMBER 10567394 JOLTAGE 208/230 V-1Ph-60H JO. UNE —ROUTE CONDENSATE TO MIERIOR RHEDSTAT MINI SPLIT UNIT DETAIL (OUTDOOR UNIT) HVAC NOTES 1. ALL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2017, MECHANICAL 2. ALL EQUIPMENT SHALL BE NEW, FREE FROM DEFECTS AND WITH MANUFACTURER'S WARRANTY. • • 3. ALL MAIN DUCTS SHALL BE FLEXIBLE FIBERGLASS IN ACCORDANCE*&TH • S.M.A.C.N.A. STANDARDS. 666960 4. FLEXIBLE DUCT WORK MAY BE USED FOR BRANCHES TO DIFF• • INDICATED ON DRAWINGS. FLEXIBLE DUCTS SHALL BE U.L.. 181 UM, SPIRAL STEEL INTERNAL REINFORCING, 1-1/2- FIBERGLASS INSULATION•"" POLY-TYLENOL JACKET FABRICATED WITH S.M.A.C.N.A. STANDARDS. • • 5 FIRE DAMPERS SHALL NOT BE REQUIRED WHERE DUCT SYS•TE•MS•• • PENETRATE 1-HOUR FIRE RATED WALLS OR PARTITIONS • • • • • • • • 6. NO 90' TURNS IN SLEEVES FOR REFRIGERANT LINES. •• •• 7. ALL AIR CONDITIONING UNITS, AIR HANDLERS, REFRIGERATION EQ"" • • AND/OR APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, StRVICR • REPAIR AND REPLACEMENT. • • B. AN HVAC EFFICIENCY CARD, AS PER THE ENERGY EFFICIENCY CCIE FOj?• BUILDING CONSTRUCTION, SHALL BE SIGNED BY A REPRESENTATIVE F_ IHE • HEATING AND COOLING EQUIPMENT CONTRACTOR AND POSTED ONE A • PROMI-NENT LOCATION ON THE CABINET OF THE INDOOR AIR HANDLER UNIT AT THE TIME OF INSTALLATION. BY OWNER. 9. ALL DUCT PENETRATIONS THROUGH CEILINGS AND WALLS SHALL BE AIR TIGHT USING APPROVED CLOSURE SYSTEMS (E.G., SEALANTS). 10. ALL TRAVERSE JOINTS, LONGITUDINAL SEAMS AND DUCT WALL PENETRATION OF DUCTS AND JOINTS OF RIGID AND FLEXIBLE DUCTS WITH OTHER AIR DISTRIBUTION SYSTEM COMPONENTS SHALL MECHANICALLY ATTACHED AND SEALED TO 1GO PERCENT CLOSURE USIG APPROVED CLOSURE SYSTEMS. ll.TAPES OF APPROVED CLOSURE SYSTEMS SHALL EXTEND NOT LESS THAN 1 INCH ONTO EACH OF THE MATED SURFACE AND SHALL TCTALLY COVER THE JOINT. WHEN USED IN RECTANGULAR DUCTS, TAPES SHALL BE USED ONLY ON JOINTS BETWEEN PARALLEL RIGID SURFACES AND ON RIGHT ANGLE JOINTS. 12. ALL HVAC SYSTEMS SHALL BE BALANCED TO DELIVER AIR QUANTITIES INDICATED ON DRAWINGS. ACCEPTABLE TOLERANCES OF PLUS OR MINUS 107 13. INSULATION FOR ALL AIR DISTRIBUTION SYSTEM COMPONENTS SHALL BE R-6. 14. INSTALL THERMOSTATS 5 FEET ABOVE FINISH FLOOR. 15. THE FLEXIBLE DUCT CONSTRUCTION AND INSTALLATION SHALL CONFORM TO THE SMACNA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS. NO METALLIC RIGID DUCTS IN THIS PROJECT. THE DRAWINGS ARE DIAGRAMMATIC. SBU WkNI 6rac el - Beta release v 1.1 u.x e� rris) Q� j ti oo n P S 4 Mmwvam F O 1 4tA S° _ I I I' a :. vow: ®reia ceremv¢p�maseraa.bsva�,.o.s,mn=,nam„mberreerbb.rea.m�n.ne:e,� nnvvbmmm 6rm8mapbha lbdWbvvv.YaM1am�m�e�b,� teaiKNmivW®m1YvP(y6maWmcrtlbB'v vteatl�nsmlb®ammmOvn�a._.mm��Umlb�Oebrnampbm�� .mdspmb®ddYv Mmnmvni vaYxf mvCRbmeveZ REV15ION NO. DATE • t•• ••• •• • • • • • Q m Lu - I- Lu O JJ 0N� Z LLiLn m w N Q LL Ozo z5UWp G Q ^ Q o OQ 1 J LO O QU / ULL.ILL—=�. LL.Ilu - �m Lu z ch J Q �� O �LL �O O z(f) oC � LLJ m Q z o� DRAWN BY: 5J CHECKED BY: AT DATE: 07/ 10/2019 5CALE: 5HOWN M- AP OF BOUNDARY NURV30Y 11.40' MEDIAN NW 2nd A VENUk - ................ , . . . .. .. . .. ................. .. ................. .. 75' -TOTAL- R"47 OF WAY ......... :o.109?.:.:.:.:.:.:.:.:.:.:.:.:.12'. ASPHAL'i.RAYVEMENr.:.:.:.:.:.:.:.:.:.:.:.:.;. o .. �o:..'.$ .'. '.....................................I..............� ............. o ................te7.'................................................ o . .. . .I M WEST RIGHT OF WAY LINE . BS?HACT • • • • • • 11.35' PARKWAY 5-SIDEWALK— 018 70. 00" . MM) a9_ 141. 9 9' C R) 25.00' Fd ' I.P. dLOCK ,9 o Q ��•�'� Fd Y1 I.P. Fd J� LP. CORNER .� to Lot - 20 CONCRETE -e , 0- Lot - 18 CIADRIVEWAY `" `" I ` SZ STEPS 7.97' PORCH 15.111 9.95'11 ?4 12.9 �� a+ ago' i Garage^ $ _ ELE1t180• One Story °O Residen-ce No. 10928 A/C if- 0.7' 0.03' 1a6o' Is 41.40 7.9 2.4' CONC. TILE I p o 2a00 I o z N I Ln \ I N Y STEPSbb J 1,\ i 0 10' 20' 40' W 'b Y 2 \b Z = \ w WI 1 Inch = 20 Feet. �{ CO 6 to b 4' WOOD FENCE 0.9' f - (BAD SHAPE) 2.4' LA (L Fd�' 70.00' (R&M) o Cq 6' METAL FENCE Lot - 6 Lot - 7 Lot -8 Block 13 Block 13 I Block 13 WET MIAMI SHORES SECTION IV P.B. 46 — PG. 53 LOCATION MAP (NOT TO SCALE) LEGAL DESCRIPTION: Lot 19, "SHORELAND HEIGHTS", according to the Plat thereof, as recorded in Plat Book 43 at Page 85, of the Public Records of Miami -Dade County, Florida. WITHIN ZONE:X ELEVATION: N/A COMMUNITY: 120652 PANEL No.: 0139 SUFFIX: DATE: 09/ 11 /2009 ORDER NO.: M•11276 FIELD BOOK 'FILE' DATE: JULY 30, 2019 UPDATE UPDATE FOR'. x O yy m E U 00*0®1413®® U � 'ice'. • • a m • • • pQ 1�Yy Y� LLJ1 •• ,++ LL J•W � F� m O O � i •• � S =� �,� W 3 F ��•• f o 3 u u m d � LlIto • • • W d �I Z �/� � L 3 •a a f f • : °E LLO Z Z ) • �O,o W J p ■■7 O C ' � C. R'TCNNVI O>i m R Z w � 0Z Yp g o LLF O O F y O Z? m Q F p?p 0 m 0 1 1 6 LL LL m 1 Z C' z U mo.2. sZ dzrc J LLLL LL LL L J L C' LL L 2> V o x z LLLLLLLLLJ v„_LZ z G Z f J R $m� uQ Zp Z mS� pS z Zz VSNU p Uut�UE V m m S J J O = 3amuu uuuu uo� 10928 N.W. 2nd AVENUE MIAMI SHORES, FL. 33168 ELIZABETH WHITNEY II HEREBY CERTIFY: THAT THIS DRAWING REPRESENTS THE RESULT OF A SURVEY OF THE THIS SURVEY IS NOT VALID WITHOLFT THE WITHIN DESCRIBED PROPERTY ME OR UNDERTHERE ARE NOENCROACHMENTSDIRECTION. D NLESSSDSRHAOWWNG AND SAID WERE PREPARED B I FLORIDA LILICENSED SURVEYOR AND ORIGINAL RAISED AND D MAPPER A I ' THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. ' EXAMINATION OF THE ABSTRACT OF TITLE WILL 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 RECORDS. • LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. ' UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT AN ATTEMPTED TO LOCATE FOOTINGS AND/OR FOUNDATIONS. • NOT VISIBLE ENCROACHMENTS WERE FOUND ON THE PROPERTY, UNLESS SHOWN. • IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D. 1929 • BENCH MARK USED B.C. No. N-566, WITH ELEVATION: 10.78' (NGVD 1929) NAROISO J. RAMIREZ PROFESSIONAL LAND SURVEYOR & MAPPER No. 2779 STATE OF FLORIDA 8341 SUNSET DRIVE MIAMI, FL. 33143 TEL: (305) 596-0888 & (305) 595-OM E-MAIL: atlantIcservloe@be8south.net