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RC-19-1246 (2)OWNER'S BOND Issued: Amount: 07/17/2019 $ 500.00 Bond #: 000272-2019 Permit #: RC-05-19-1246 PAUL WEIMER, owner of property, in consideration of the issuance to me of a permit or permits to construct or repair a building or buildings at the following addresses: 960 NE 95TH ST Miami Shores, FL 33138 do hereby deposit the sum of: $500.00 and I agree that when such construction has been completed by me, within the meaning of the ordinances of this district, I will clear all premises and repair any property damaged by me, used for the deposit of material or equipment in the construction or repair and that, if I do not so clear and repair such premises immediately upon the completion of construction within the meaning of the ordinances, the district may clear and repair the same and pay the cost of such clearance and repairs out of the Builder's Bond, and return the remainder to me; and that, if I shall clear and repair the property immediately, then the Builder's Bond MI M1 1 SHORES VILLAGE WITNESS AND DATE: 07/17/2ro? Driveways and/or Sidewalks, before final inspection and bond can be approved for refund; all sod and yard work must be completed. Signature INSTRUCTIONS TO BUILDER: When the above mentioned construction is completed and the premises are cleared and repaired, take this bond to the District Building Department for a refund of your money in accordance with the above agreement. BUILDING INSPECTOR'S APPROVAL I hereby certify that the constructions contemplated under this Bond, has been completed and that the builder thereof has caused the surrounding premises to be cleared and repaired in as good condition as they were before commencing said construction. WHEN CLEARED AND REPAIRED BY THE DISTRICT: Amount of Bond: Cost of clearing and repairs done by District Balance due Builder: Cancelled: By: Bond refund payable to applicant only. ($10.00 CHARGE IF BOND IS LOST OR DAMAGED) Building Official Date Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date: 07/17/2019 Parcel Number 960 NE 95TH ST, Miami Shores, FL 33138 1132050070130 Contacts Permit NO.: RC-05-19-1246 Permit Type: Building (Residential) Work Classification: Alteration Permit Status: Approved Expiration: 01/13/2020 PAUL WEIMER Owner ZERO NINE CONSTRUCTION Contractor 960 NE 95 ST, MIAMI SHORES, 33138 MANAGEMENT LLC ALEJANDRO CAPO 55 MERRICK WAY STE 402, MIAMI, FL 33134 Business: 3058097644 Inspection Requests: Description: REMODEL KITCHEN, BATHROOM, 2 ROOMS & Valuation: $ 51,014.35 Inspec i 4949 DEMO Total Sq Feet: 1,000.00 Fees Amount Application Fee - Other $200.00 CCF $31.20 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $22.96 DCA Fee $15.30 Education Surcharge $10.40 Permit Fee $1,330.43 Scanning Fee $120.00 Structural Review ($90) $90.00 Structural Review ($90) $90.00 Technology Fee $38.26 Total: $1,998.55 Building Department Copy Payments Date Paid Amt Paid Total Fees $1,998.55 Check # 1236 07/17/2019 $1,798.55 Check# 1226 05/30/2019 $200.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructiorypnd zoning!' Futhermore, I authorize the above named contractor to do the work stated. 7 -1 7'- re: Owner / Applicant / Contractor / Agent July 17, 2019 Date Page 2 of 2 Ob� BUILDING PERMIT APPLICATION Miami Shores Village P�zc E Building Department MAY 3 0 o�s 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY' Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 (BBC 2� J Master Permit No. � b& 19 ` 124b Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP / ■ 9�` CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ! l 3a �� © -7 ' D ��C7 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): g2LX v�/LPhone#: Address: © /jam 9 City: M ' hs S State: l Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company p Address: O a ` /0 City: �r Itt►v� Qualifier Name: Phone#: Phon Zip: 331 Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: IN u_e_ Address: 6 ity: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration (�❑ New ❑ Repair/Replace I�1 Demolition - DEscription of Work: m' �` �L��—�" �-- rwS , S Specify color of color thru tile: r Submittal Fee $ 2 e �7 Permit Fee $ 3CF $ _ (' 2 O CO/CC $ Ts-r r•• aa- 7r Scanning Fee $ (a ' d Radon Fee $ ) 3 U DBPR $ 2 �� Notary $ Technology Fee $ Z-� Training/Education Fee $ I� Double Fee $ Structural Reviews a - Q Bond $ 'L TOTAL FEE NOW DUE $ (Revised02/24/2014) 2, 2�8 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 Zi 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 on estimated promise in good faith that a copy of the notice of commencement and construction lien h whose property is subject to attachment. Also, a certified copy of the recorded notice of col for the first inspection which occurs seven (7) days after the building permit is issued. inspection will not be approved and a reinspection fee will be charged. Signatur Signature C OWNER or AG/ET The foregoing instrument tN acknowledged before me this The foregoing in ( 1 day of 20J by n of e- lv 147e/ who is personally known to d12 �afY m (a Qom_ who is personally known to me or who has produced r L (elite-i L-1C&?5X-as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY Print- �. P Stephen C. Guerrero + State of Florida a MyCoommin pi a �Oa/06/2 20 Commission APPROVED BY J NOTARY PUBLIC: v lue exceeding $2500, the applicant must brochure will be deliverep to the person n�encement must be post d at the job site Ina absence of such osted notice, the ent was ackno 6ledged before me this 20 lq by Sign: Print: G G CIF Seal: SANDRA GARCIA .•:►a� "�a••. Notary Public - State of Florida • : • Commission N FF 926203 My Comm. Expires Oct 11, 2019 Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) Construction Estimate p kM File Name: 95th St Qty Craft@Hours Unit Material JUN 2 Labor Equipment Additional demolition for new structural design removal of joist, sub floor, trusses, walls etc. 1.00 BL@.0000 Ea 0.00 6,520.00 **Subtotal: 02.1 Demolition 0.0 0.00 6,520.00 Footing excavation by hand 12" deep x 20" wide (6.17 CY per CLF) 23.00 BC@2.300 LF 0.00 86.25 Wall footing forms 1 use 40.00 F5@2.800 SFCA 72.62 135.20 Reinforcing steel in footings, foundations and grade beams 5/8" diameter, #5 rebar (1.04 lb per LF) 118.00 RB@1.062 LF 75.52 69.62 Individual 3" high reinforcing steel chairs Steel 50.00-@.0000 Ea 33.15 0.00 Column footings Typical cost per CY 1.10 131 @.9630 CY 136.88 32.70 **Subtotal: 04 Concrete 7.1 318.18 323.77 Stem wall 8" thick wall 58.00 B9@6.960 SF 209.96 230.26 Add for grouting cores poured by hand, all cores filled 8" thick wall, (3.79 SF per CF) 58.00 B9@1.508 SF 77.14 49.88 Concrete block bond beams 8" wide, 8" high, 16" long 22.00 M 1 @ 1.584 LF 71.06 75.68 **Subtotal: 05 Masonry 10.1 358.16 355.82 Floor joists blocking 2" x 10", 1.77 BF per LF 17.00 C8@.3230 LF 19.89 15.30 195.60 195.60 )m A II 2.36 1M W- 3.34 . •. Page 1 Total 6,715.60 6,715.60 86.25 207.82 147.50 33.15 170.57 645.29 447.18 1.74 128.76 2.20 148.94 10.90 724.88 0.51 35.70 Construction Estimate d 111C s S j� File Name: 95th St Qty Craft@Hours Unit Material Tie straps 3/4" x 16-5/16" 20 ga. (ST2115) 45.00 BC@2.070 Ea 58.95 Blocking Studs for joist and beams 77.00 B1 @5.159 Ea 385.00 OSB sheathing 3/4" 102.00 BC@1.428 SF 61.20 Beams and girders 6" x 8" to 6" x 12" 356.00 C8@40.94 LF 3,631.20 Machine bolts 5/8", 11 threads per inch, Bolt Size 8" 190.00--@.0000 Ea 430.24 Labor to install machine bolts 8" to 10" long 190.00 BC@28.50 Ea 0.00 Box nails 8 penny, 2-1/2", 5-pound box, 725 nails, Galvanized 1.00-@.0000 Box 17.95 Box nails 10 penny, 3", 5-pound box, 660 nails, Galvanized 1.00-@.0000 Box 18.16 Structural steel beams and plates Under 20 pounds per LF 0.25 H8@3.500 Ton 1,025.10 Rectangular steel tube columns and plates 6" x 4" to 16" x 8", 21 to 50 Ibs per LF 0.25 H7@2.000 Ton 604.35 Wall plates 2" x 4" (.73 BF per LF) 12.50 B1@.1500 LF 6.25 Floor joists and blocking Labor Equipment Page 2 Total 77.85 2.25 139.05 175.56 5.39 565.95 54.06 2.04 117.30 1,929.52 56.96 5,617.68 0.00 0.00 430.24 1,069.70 32.30 1,102.00 0.00 0.00 17.95 0.00 0.00 18.16 215.63 110.09 1,350.82 127.10 63.63 795.08 5.13 0.25 11.63 Construction Estimate (a O /a� �'� sl- File Name: 95th St Qty Craft@Hours Unit Material Splices 70.00 C8@1.330 LF 81.90 Rough carpentry Headers, 4" x 12" 104.00 C8@6.968 LF 386.88 **Subtotal: 06 Wood and Plastics . 92.4 6,727.06 Gypsum drywall, 5/8" fire -rated board Ceilings 1206.00 D1 @30.15 SF 446.22 Gypsum drywall, 1/2" plain board Walls 2241.00 D1@40.33 SF 873.99 Drywall arch and corner trim Vinyl outside corner, 1-1/4" 60.00 D 1 @ 1.800 LF 13.80 Gypsum drywall and accessories All-purpose joint compound, 5Gal 5.00-@.0000 Ea 69.87 Gypsum drywall and accessories Perforated joint tape, 500' roll 4.00-@.0000 Ea 12.65 Gypsum drywall and accessories Drywall screws, 5 pound box 3.00-@.0000 Ea 66.40 Exterior surfaces, 3 coat Door and frame, 6 sides (2.5 doors/hour) 2.00 PT@.8000 Ea 0.00 Exterior surfaces, 3 coat Siding, smooth, wood (250 SF/hour) 8748.00 PT@122.4 SF 0.00 Interior surfaces, 3 coat Walls, ceiling flat latex, trim gloss (500 SF/hour) 13100.00 PT@183.4 SF 0.00 Pressue Clean Exterior Surfaces Page 3 Labor Equipment Total 63.00 2.10 147.00 328.64 9.36 724.88 4,061.48 284.88 11,073.42 1,097.46 36.18 1,579.86 1,479.06 44.82 2,397.87 65.40 1.80 81.00 0.00 0.00 69.87 0.00 0.00 12.65 0.00 0.00 66.40 30.60 0.92 31.52 4,723.92 174.96 4,898.88 7,074.00 262.00 7,336.00 Construction Estimate I b (j File Name: 95th St Qty Craft@Hours Unit �� C�+�"S* Material Labor Equipment Page 4 Total Baseboard (120 LF/hour) 1572.00 PT@15.72 LF 0.00 597.36 15.72 613.08 **Subtotal: 18 Interior Walls 394.7 1,482.93 15,067.80 536.40 17,087.13 Softwood molding, base (all patterns) 1/2" x 3-1/2" (allowance) 524.00 BC@8.384 LF 869.84 314.40 10.48 1,194.72 Softwood molding, casing 9/16" x 3-1/2" (allowance) 250.00 BC@5.750 LF 522.50 215.00 7.50 745.00 Straight stairs, red oak Add for straight rail, unbored 10.00 61 @.6000 LF 130.60 20.00 0.60 151.20 Straight stairs, red oak Add for newel posts, 3" x 3" x 44" 2.00 B1 @.6680 Ea 92.42 22.26 0.66 115.34 **Subtotal: 20 Millwork & Trim 15.4 1,615.36 571.66 19.24 2,206.26 Tile backer board bathrooms Floors (allowance) 324.00 T1 @9.720 SF 405.00 320.76 9.72 735.48 Tile backer board bathrooms Walls (allowance) 100.00 T1 @4.500 SF 125.00 149.00 4.00 27&00 Installation of tile in thin set mortar, floors bathrooms Stone; granite, marble, travertine, 3/8" thick (allowance) 324.00 TL@35.64 SF 800.28 1,273.32 123.12 2,196.72 Installation of tile in thin set mortar, walls bathrooms Stone; granite, marble, travertine, 3/8" thick (allowance) 100.00 TL@11.00 SF 247.00 393.00 49.00 689.00 **Subtotal: 23 Floor Coverings 60.9 1,577.28 2,136.08 185.84 3,899.20 Fiberglass batt insulation 3-1/2" Kraft face (interior new walls) 750.00 Al @4.500 SF 277.50 232.50 7.50 517.50 **Subtotal- 17 Insulation Construction Estimate Page 5 File Name: 95th St Qty Craft@Hours Unit Material Labor Equipment Total 4.5 277.50 232.50 7.50 517.50 Total Manhours, Material, Labor, and Equipment: 585.0 12,356.47 29,269.11 1,243.70 42,869.28 Subtotal: 42,869.28 5.00% Overhead: 2,143.46 3.00% Contingency: 1,350.38 8.00% Profit: 3,709.05 Estimate Total: 50,072.17 7.63% Tax on Materials: 942.18 Grand Total: 51,014.35 Miami shores village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756 8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida I -a++ requires Workers' Compensation insurance coverage under Chapter ado of the Florida Statutes. Fla. Stat..§ 440.05 allo++s corporate officers in the construction mdustrn to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Div ision of Workers' Compensation L'ntployer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner. must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if The officer o++ns at least 10 percent of the stock of the corporation, or in the case of an LLC. a statement attesting to the minimum 10 percent ownership: The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations: and The corporation is registered and listed as active ++ith the Florida Department of State. Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of t+vo years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has ackno++ledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she v+iII be the only person allowed to work on your project In these circumstances. Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGL THAT YOU HAVE READ THIS NOTICE AND UNDLRSTAND I -IS CONTENTS. Signature: Ow r State of Florids County of Miami -Dade f The forc-oing, was ackno++ledge before me this o�y day of /y _ . 20 / 1 . B}_ r9(i L ��;Mer ++ho is personall known me or has produced I _ I as identification. SANDRA OTERO tiLA I MY COMMISSION N GG276021 �.A,v' EXPIRES November 13, 2022 Zero Nine Construction Management LLC 8040 SW 69t" Street Maimi, FI 33143 Date: State of d County of It t - d e Before me this day personally appeared A�Mrn l Q QO who, being duly sworn, Deposes and says: he or she will he q/ be �E /Contactor7:7� ,lrn (r lrme, ) a person working on the project located at: ►,— 'rW <4— 1 i, I . - e-d - — r bscribed before me this 21day of 20_ft. Personally Or Produced Identification e of Identification Produced SANDRA GARCIA •�4�.RY P(Ie •i•- :° .`�•; Notary Public - State of Florida • = Commission N FF 926203 ? My Comm. Expires Oct 11, 2019 l" / / a Rnnded through National Notary Assn. \ _ ` ' lJ� Iyl Print, Type or Stamp Name of Notary RECEIVED _ : r Miami Shores Village Building Department 10050 NE 2°d Ave. Miami Shoves, FL 33138 305-795-22041 Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF B64PLOYMEW AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. JUN 2 12W I (We) have been retained by Mk ild if l ifia top inspector under the Fl d Building Code 6m Edition (2D17) and offend pads CoutttyAd Code at the project on te�stiirchxe as of 1706 - / _ � (date). I am a architec onal r ieensed in the State of Florida. registered Process Nuntben USpecial Inspector for Reinforced Masonry, Section 212Z4 of the FBC 6m Edition (2t117) t/ — Mrarru Dade County AdmlNstrative Code, Article 0 Section 8.22 Special Inspector for — Trusses > 35 ft long or 6 ft. high — 9W Frarning and Connections waldd or �W of Compaction — Precast Attachments — Ong Applications, Lt Weight Insul.Conc. _ Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform N 3: -('!S O I�G� 2. L1i/<09-M N�441'/1l%p "'fe) s� 4. — 'Special inspectors utilizing authorized representatives shall insure the authorized education or licen ure to perform the duties assi b S representative shall is qualified ns ofessional � Y 1� Inspector. The grmlificauona shall include liceasta�e as a by pr engineer or architect: graduation from an engb=ing education pmgram in civil or stiff duml graduation &um an architectural education program; successful completion of the NCEFS Fundamentals E or registration as building inspector or general contractor I (we) will notify the Miami Shores Building Department of any changes ratit; authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building convenient location on the site for reference by the Miami Shores Building Departmemust be �rn layed ct a mandatory inspections, as required by the Florida BuildingCode must be rformed Spector. All Building Department .Inspections performed by the by 11�mi Shores the mandatory inspections perfo by the eat FnrthpbsPeGWo onhired by the o work under eacr are in h to Building Permit, I will submit B ' at the time of the final inspection log a ting that, a best of m knowledge, the completed professional ' gm � in Y edge~ belief and Code and in J� ° above meet the intent of the Florida Building w . the a ply, • o. 5 :cl)_ o. FTATE OF ••�� //; 70 Engineer/Architect f NamePrint Address TVt)l &)J% :6j TOM MARINOS CML, STRUCTURAL 6Ea NO. 51562 JUN 21 2019 Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-22041 Fax 305-756-8972 NOTICE TO M]AMI SHORES BUILDING DEPARTIIffiNT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by M2 (/rl fZ/ i%%%U< to perform special inspector under the R d Building Code 6m Edition (2017) and fiAWnl Dade CountyAdmin a Code at the project on isted—aftwttxe as of �J� . � (date). I am a registered a�itec avg Icensed in the State of Florida. Process Number- (1C l j - l2 Y�- l/Speciai inspector for Reinforced Masonry, Section 2122.4 of fhe FBC P Edition (2017) lami Dade County Adrrtiristr M Code Article N Section 8-M Special inspector for — Trusses > 35 f t long or 6 ft. high _ SS eel Framing and Connections welded or bolted 21 ! 1 Compaction — Precast Attachments — Roofing Appicabons, Lt Weight Insti.Conc. _ Other Note. Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized on* representative to perform i .. r�r s o ie��91' 2. �� 5 Sin'! N��In�/ li, pe t"so/C s) 'Special inspectors utilizing authorized representatives $hall insure the authorized representative is by education or licensure to perform the duties assign by Special Inspector. The qualificationsall sbinclude l deensure as a professional engineer or architect: graduation firom an graduation fromen architecturalengineering education program in civil or shnxtural engineering; or registration as b ' education ��' mmmful oompletian of the NCEES Fundamentals Examination; adding inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regardingauthorized personnel Performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed convenient location on the site for reference by the Miami Shores Buildingct a mandatory inspections, as required by the Florida Building hem Inspector. All Building Department .Inspections performed by the fie' must be performed by the Miami Shores Inspector hired by the owner are in addition to the mandatory inspections perfo the Building Permit, I will submit g Further, upon completion of work under each inspection log f a at the time of the final inspection the completed professional . � a best of my knowledge, belief and Code and ink th above meet the intent of the Florida Building the Plans. ' 0. 5 �o..�STATE OF ZONAL i�Fs •�ORIOP•�� /� Engineer/Architea Name 14-M US /6M f77"101(4Az Address _ jilt)&)L L/l j t219 �P//, f S•` TOM MARINOS CIVIL„ STRUCTURAL REC,. NO. 51562 Property Search Application - Miami -Dade County Page 1 of 1 I Aw"PRAISER OFFIOU'l OF "InHE F"ROF`" Summary Report Property Information Folio: 11-3205-007-0130 Property Address: 960 NE 95 ST Miami Shores, FL 33138-2563 Owner PAUL WEIMER Mailing Address 960 NE 95 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths I Half 4/3/0 Floors 2 Living Units 1 Actual Area 3,714 Sq.Ft Living Area 3,124 Sq.Ft Adjusted Area 3,205 Sq.Ft Lot Size 19,800 Sq. Ft Year Built Multiple (See Building Info.) Assessment Information Year 2018 2017 2016 Land Value $712,577 $712,577 $663,062 Building Value $247,624 $232,515 $234,194 XF Value $39,532 $39,991 $40,447 Market Value $999,733 $985,083 $937,703 Assessed Value $595,1181 $582,878 $570,890 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $404,615 $402,205 $366,813 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 5-6 53 42.454 AC PL OF GOVT LOT 4 PB 5-90 E120FT OF N220FT LESS E30FT LOT F LYG S LOT S & LOT S LESS E30FT LOT SIZE IRREGULAR Generated On : 5/30/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $545,118 $532,878 $520,890 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $570,118 $557,878 $545,890 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $545,118 $532,8781 $520,890 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $545,118 $532.8781 $520,890 Sales Information Previous Sale Price OR Book -Page Qualification Description 10/29/2018 $1,060,000 31252-0488 Qua] by exam of deed 02/01/2002 $505,000 20231-2297 Sales which are qualified 04/01/1999 $420,000 18595-1579 Sales which are qualified 06/01/1987 $190,000 13306-2991 1 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 https://www8.miamidade.gov/Apps/PA/propertysearch/ 5/30/2019 .w yt. i •� yj �'�c ._ _. RIB E{tR-'_. �•>, uE SC63At .^*r"r¢nari i �#Y!:'R _ i Fuss Permits [ C4%w Gbftjocts VApplications Re�qua ft " Licenses ( sinessees Prol, Licenses Remittance Account Rental Properties LandL.ord L Drag a column Pleader and drop it here to group by that mlurn i Save Layout It Permit Numb Permit T 4 War& CL Status Applicat 7 Expirati. y�', Final Da Description Bain Address ] Unit > PT-4-16-1149 Paint Paint Closed 4/28/2016 7/18/2016 PAINT EXTERIOR 1140 NE 100 ST rr L41 PT-5-15-1263 Paint Paint Closed 5/27/2015 1011/2015 PAINTING EXTERIOR OF PROPERTY 544 NE 93 ST RC-1-18-71 Building (R€ Addition/Alt Expired 1/10/2018 10/21/2018 REMODEL MASTER BATHROOM BATH 1 BATH 2 AND 257 NE 91 ST !„ 1 DATE- �� 4 I STRUCTURAL DESIGN COMPUTATIONS � ��%� FOR Ur RESIDENTIAL RENOVATION G �� u WHIMER RESIDENCE 960 NE 95 STREET MIAMI SHORES, FLORIDA APRIL 27, 2019 ...... .... ...... ORDER No. A-102290 •• •• •••• •• PAGES: 43 +COVER MTS ENGINEERING Civil and Structural Consulting Engineers EB No. 28451 d Athanasios Tom Marinos, P.E., S.I. Civil/Structural Engineer Reg. No. 51562 TOM MARINOS CIVIL, STRUCTU L` REQ. Nd. 15:62 of • .NSF ,% 5 �r o SUM 4NAL ECG°°° ��ffflllv�o� PEMBROKE PINES — CORAL SPRINGS 18331 Pines Blvd, Suite 307, Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax:954.437.3137 MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT: W44 I M6& (2k- /a ORDER: 44-101309 CHIC ��7 ! 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM Ot WINDXpert 1.10(C) © 2006-2013, All Rights Reserved A901WIlk MTS Engineering Project ID: WHIMER RESIDENCE License No.1016-2012-14 A/E Professional: Tom Marinos, P.E., S.I. Billing Ref: A -=a Project Location: 960 NE 95 STREET, MIAMI SHORES, FL BUILDING/STRUCTURE INFORMATION Code Reference: ASCE 7-10 Eave Height: 20.00 Ridge Height: 28.00 Mean Height: 25.00 Dimension (B): 42.00 Dimension (L): 29.00 Roof Slope: 4.00 to 12 1 Degrees: 18.43 Gust Factor: 0.85 Rigid Structure Risk Category: II Building Exposure: D Roof type: HIP CONDITIONS Directionality Factor(Kd): Used with Load Combinations specified in Section 2 of ASCE 7 Topographical Factor: 1.00 Building Type: ENCLOSED Wind Speed: 175 Kz: 1.13 qz: 75.30 a: 3.0 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. 01 Building Type PRESSURES SHOWN ARE ULTIMATE WIND PRESSURES .•. US Units -Wind Speed in mph,Elevations,distances,eccentricity are measured in Feet;Areas in square feet (sVr*ssu ,,*Vs arbin QouQds p8r sgVre %-4 (P:F)y hear in pounds (Ibs);MomentfTorsion in pounds -root (lbs-ft) • • • ••• ••• . XAA-102290 WEIMER RESID\CALCS\WINDLOADS.wnd Page 1 of 6 V, 9" Q WINDXpert 1.10(C) © 2006-2013, All Rights Reserved MTS Engineering Project ID: WHIMER RESIDENCE I License No.1016-2012-14 A/E Professional: Tom Marinos, P.E., S.I. Billing Ref: A-102308 Project Location: 960 NE 95 STREET, MIAMI SHORES, I'L Wall Pressures -Main Wind Force Resisting System Elevation Kz qz Windward (+GCPi) Windward (-GCpi) Leeward (+GCpi) Leeward (-GCpi) Sidewall (+GCpi) Sidewall (-GCpi) 28 +1.15' 76.64, +38.5_6 +65.67 -45.56' -18.451 -58.36 -31.25 F 25 +1.11 75.3 +37.65 +64.76` -45.56i _ -18.451 -58.36' -31.25 20 +1.08 71.97, +35.39r _ +62.49 --45.56' -18.45: -58.36' -31.25 15, +1.03 68.64: +33.1X +60.23' -45.56: -18.45: -58.36 -31.25 r�ncs nmin we� • • • • • • • • • • .Wall Pressures PRESSURES SHOWN ARE ULTIMATE WIND PRESSURES .00 .•. .0. .•. .•• US Units -Wind Speed in mph,Elevations,distances,eccentricity are measured in Feet;Areas in square feet (ajl;•p essu;3s ar# inyo4ds 1 Wr sgyare g ( (*F):;hear in pounds (lbs);Moment?orsion in pounds -foot (Ibs-ft) • • • •.. ••• • X:\A-102290 WEIMER RESID\CALCS\WINDLOADS.wnd Page 2 of 6 WINDXpert 1.10(C) © 2006-2013, All Rights Reserved MTS Engineering Project ID: WHIMER RESIDENCE License No.1016-2012-14 A/E Professional: Tom Marinos, P.E., S.I.RN11 Billing Ref: A-102308 Project Location: 960 NE 95 STREET, MIAMI SHORES, FL Roof Pressures -Main Wind Force Resisting System Location Elevation Cp(min) Cp (max) Pressure(+GCpi) Pressure(-GCpi) JORMAL TO RIDGE (6 >_ 10°) Windward (Minimum Cp) Windward (Maximum Cp) Leeward Overhang Top (Windward) Overhang Top (Leeward) Overhang Bottom (Windward) 'ARALLEL TO RIDGE (All 0) _ Distance from Windward Edge: 0 to 12.5 ft Distance from Windward Edge: 12.5 to 25.0 ft Distance from Windward Edge: 25.0 to 50.0 ft Distance from Windward Edge: > 50.0 ft s 25; -0.71, 25 -0.15 j25" -0.59 j -0.59 i i 25 -0.711 -0.71 i I 25 -0.60'` -0.60' 25 +0.80! +0.801 ! 25! -1.19 -0.18' I 25i _ _ -0.76� -0.18 - 25 -0:64 -0.18 i 25 -0.59 -0.18 .00 • • • • • • • • • • • • • • • • • • ' ' • •Roof Pressures -59.00 _ -31.89 -23.15 +3.95 51.32 R -24.21 -59.00' -31.89 -51.96: _ -24.85 +37.65! +64.76 -89.72 -62.61 -62.20 -35.09 -54.52 -27.41 -51.32 -24.21 PRESSURES SHOWN ARE ULTIMATE WIND PRESSURES ••• ••• ••• ••• .•• US Units -Wind Speed in mph,Elevations,distances,eccentricity are measured in Feef;Areas In square feet (sjl1PWssutgs arg inpoLtds prr sgyarAfo ot (13F)i hear in pounds (lbs);Momenf/Torsion in pounds -foot (/bs-ft) • • • ••• ••• • X:W-102290 WEIMER RESID\CALCS\WINDLOADS.wnd Page 3 of 6 ••• • • • ••• • • WINDXpert 1.10(C) © 2006-2013, All Rights Reserved MTS Engineering Project ID: WHIMER RESIDENCE I License No.1016-2012-14 A/E Professional: Tom Marinos, P.E., S.I. J Billing Ref: A-102308 Project Location: 960 NE 95 STREET, MIAMI SHORES, FL Wind Load Cases -Main Wind Force Resisting System Case Elevation Wi (Reversed) se 2 (Reversed) se 3 plus (Reversed) se 4 plus (Reversed) PWK PLY Case 1 Leeward Shear 251 +64.76 1,0501 -45.56 1,050j 115,836 25� +64.76' 725i -39.821 _ 725}' 75,820.5, 25 +48.57, 1,0501 -34.17 1,050! 6.3 86,8771 547,325.1 25 +48.57 7251 -29.871 7251 4.35 56,869'247,380.15 25 +48.57 _ 1,0501 -34.17' 1,050 1 86,8771 25 +48.571 725 -29.871 7251 i 56,869! 25 +36.46 -25.65 1,050� 6.31 65,215.5I 25 +36.46, _1,0501 725' -22.421 7251 4.35` 42,6881 596,550.45 Pal ` tnr,r7 +) �� 0.75P N7 N7 lrfrµx &nPLx AWL7 Mr = 0.75 (PMx*P1j)Brex M, 0.75 (Pwr+.PJBrer ±PLY ex=t0.1JBx er=t0.158r Case 2 A75 P Wy • • 4 r x Case 3 A75PU e alaJ r pp rTi"I —1-T-1 r • •• waver ry; �� 1{ + i � + +% � {�Ll � 1 0.J4tr /x • a!ilrtr •• • Mr=0.563(Pwx+Pv rex+0.563(P.—rPLdBrer • • ex=t0.15Bx e7=f0.15Br Case 4 PRESSURES SHOWN ARE ULTIMATE WIND PRESSURES ••. .•. ••• US Units -Wind Speed in mph,Elevations,distances,eccentricity are measured in Feet;Areas in square feet (sD;15Wssu&s are in;oLtds ppr sgeardhgo6t (F2F)` hear in pounds (lbs);Moment/rorsion in pounds -foot (Ibs-ft) • • • ••• ••• • X:W-102290 WEIMER RES I D\CALCS\WIN DLOADS.wnd u • • • • • • • • •• •• • • • •• •• Page 4 of 6 WINDXpert 1.10(C) ©2006-2013, All Rights Reserved MTS Engineering Project ID: WHIMER RESIDENCE License No.1016-2012-14 A/E Professional: Tom Marinos, P.E., S.I. Billing Ref: A-102308 Project Location: 960 NE 95 STREET, MIAMI SHORES, FL Alternate/Low-Rise Buildings-Height:560 ft-Main Force Resisting System Load Case A Panel Surface GCpf qh Pressure (+GCpi) Pressure (-GCpi) : 1 +0.521 +75.30; +52.71 +25.60 +O 2 i _ -0.69I - +75.30 -38.40 -65.51 'r 3 -0.471 - - - _+75.30!-21.84) _ -48.94 ` y 4 1 -0.42 +75.30'-----18.07I -45.1-8 4 1E _ +0.78I- _ - +75.30+72.291 +45.18 2E I_ _ -1.07 +75.30, -67.021 -94.12 3E -0.67 - _ +75.30! _ _ -36.90' _ -64.01 4E _ _ _ -0.62 +75.30 -33.13I -60.24 1T _ +0.521 -----0.691 - _ _ +75.30 _ +39.53; 2T i +75.30,- - - -28.80 --- - - _+19.20 -49.13 3T I _ -0.471 -- +75.3& -16.38, -36.70 4T ( -0.42 j +75.30' _ -13.55, _ -33.88 Load Case B 1 � -0.45 +75.30: -20.33 -47.44 2 - _ -0.69 +75.301 -38.40i -65.51 3 _. - -0.37 _ -14.311 -41.42 4 - -0.45' _+75.30' +75.30 -20.33j _ _ -47.44 5 _ +0.40 - +75.30' +43.67i +16.57 6 - - - -i - _ -0.29 - --- +75.301 - - - - --- - -8.28 -35.39 1E -0.48 +75.301 -22.59] _ -49.70 2E_ -1.07+ +75.301 -67.02 -94.12 _ _ _ 3E -0.53 - -- - - - - +75�.30�1--- - - 26.361 --- - - - -53.46 4E 0.48 +75.30i- - - -22.59! _-- - 49.70 5E _ _ +0.61 +75.30� +59.491 +32.38 6E -- _ _ -0.43 - - - +75.30 • • • • • •1E6KT9 _ • • • • -45.93 +0.40 +75.30 • • $4i75•i • • • +12.43 6T -0.29I +75.30; • • • i -(;•212 i i • i• • -26.54 •• ••• •• • • • • •• i PRESSURES SHOWN ARE ULTIMATE WIND PRESSURES •• •.• • . . . . . . . . . . US Units -Wind Speed in mph,Elevations,distances,eccentricity are measured in Feet;Areas in square feet (s';/ressuils are in pou•dsper squareYoot (PIF),ihear in pounds (lbs);Moment/Torsion in pounds -foot (lbs-ft) • • •• • • • • • • • • • ••• ••• • X:W-102290 WEIMER RES ID\CALCS\WIN DLOADS.wnd • • • • • • • • • • Page 5 of 6 WINDXpert 1.10(C) © 2006-2013, All Rights Reserved MTS Engineering Project ID: WHIMER RESIDENCE 0%1 License No.1016-2012-14 A/E Professional: Tom Marinos, P.E., S.I. Billing Ref: A-102308 Project Location: 960 NE 95 STREET, MIAMI SHORES, FL Building Components and Cladding -Panel Pressures -Components and Cladding Component Elevation (ft) Length (ft) Width (ft) Area (sq.ft) Zone GCp+ GCp- + Pressure - Pressure )WS 51 2i 10 4 1 +1.00 -1.10 +53.31 -57.83 5 2; 10 5 +1.00' -1.40 +53.31 -71.38 STUDS 1 1 8 1.331 21.333' 4 1 +0.94 -1.04' +50.60 -55.12 1 8, 1.33' 21.333: 5 1 +0.94` -1.28 +50.60 -65.96 RAFTERS 12 1.33! 48 2 _ +0.36" -1.36 +24.40 -69.58 2H R UT_7T-T-7--� • • • • ROOF OVORHANG • • �� •} • • • 4• • • • i • oflldhel 14gra?n • • • • Wall Panel Diagram PRESSURES SHOWN ARE SERVICE WIND PRESSURES • • •• ••• • • • • • • • • • US Units -Wind Speed in mph,Elevationsdistances,eccentricity are measured in Feet;Areas in square feet (s0;P:,!s. res a in eoel� d9�e�•s� uai odt �PSF)Ghi:r in pounds (lbs);MomenUTorsion in pounds -foot (lbs-ft) • • • • • • • • • • • • • ••• ••• • XAA-102290 WEIMER RESID\CALCS\WINDLOADS.wnd Page 6 of 6 ••• • • • ••• • • MTS Engineering y; Civil and Structural Consulting Engineers it Coastal and High Wind Velocity Area Mitigation and Assessments J - EB No. 28451 PROJECT �i! r M�: '' t ` ORDER: '`'m-M- ENG: — CHK: n A TC. At --I C 4•6o�- rCY.itoimi 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT: th �� i M E4.1- a 1L Y31 ORDER: -/073di E N G: CHK: DATE: d) - 99 Goes 0000 r • .... •• •• ••:*o: •••• • • • • • • • 5sp Go 11! • • • �4 . 1 x /14 0 33 1 �I L u � l Z LjAj 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM t MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT: W k+1 M ZI- i72'69'` 1 e. Imo' �✓L t�G ��r � r � t/L- s v LL v® ORDER: kid? W ENG: '9►t CHK: DATE: -19 ..., � ... P0 •• . 0 • . 0 R • 3 • • • • •••••• • • y'�JPr T' vie•)00x� ..o.�+w. "�` .r_.► '9% ! :�` n E �! • • • (2• •••s• 5, a 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM WITS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT: u)4) t m f"r a; 1 I1a - PIS. ORDER: P—((; -1 0 15 ENG: CHK: DATE: ,. f -19 .. 1-A R 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM 5 MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT: '[JJ t�l Al 61Z a "'i�'4 10 V�� a ORDER: ENG:�! CHK: DATE: -19 •, .: tp . ...... . . . . ..... i . . . . • (Jsl� :Z! ... • • ••'••• • ...�..s.�rr .,. .. .- p p f� 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM y r� MTS Engineering Civil and Structural Consulting Engineers Coastal and Hiqh Wind Velocitv Area Mitiaation and AsSPccmPntc EB No. 28451 PROJECT: :. `� 1�� 1:� - ORDER: -la 2 5 o06 ENG: j&!'""" CHK: DATE:-19 • + • • • • r� i •• •• •••• •••• • E 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM 01; MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT:- R64; ORDER: 100k�- ENG: , 4 CHK A DATE: • 2: R •U-1 ..... 4A01 P .� _ lvz.,70- 400, Vw wo, =14 IV � Vk-j L-W j co� 7 18331 Pines Blvd, Suite 307 Pembr s, Florida 33029 Tel: 954,437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM WITS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT: W *� i m k� - r7 d 4' Eoo 006( gig (Oaq I ftvq) ORDER: ENG: "IYi C H K: .� DATE: ...... .. . .... •••••• Y • I/ij •••••• • •••• •••• �1 ":�M �Fr ic� ��•� ��••• 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT: '"'4 s,, J ORDER: A-7 t�j L) ENG: i n1 CHK: n n r im v— — &- , a. f - i a For d� • • • / f, - • • • • • 00 40 Vsee 000 �(\ tit '�: � � � �••••• i ••••• ••• • k f •••.•• �66 x (✓ 1. ' AS4 • • • • • • 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM (136 MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT: t'-0 !j .t I tftf�'a "' ' i Z ORDER: }f.J ENG: CHK: DATE: -19 000000 .... ...... ..., .... ..... ..... 1,0 lZap ..... I ell ,c"I.: 1 *6. 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 �Raat w•W:. PROJECT: tJ`�''�' I (2-&� i '0 1Ti ORDER: s� -1j-7 W ENG: .44L m K: �` CH DATE: "' /' -19 . . .... ...... .... .. .. ..... ...... .... ..... .. .. • • • • 000000 1.01 • •••.•. p- 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM 2) NITS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT: U*fIM&L P16'A,/-*D '04 z"- U C 05- OL ORDER: ENG: CHK DATE: -19 act' 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM 101 MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 284SI ICA PROJECT: VJ H( M ME, fG✓l�{sr � ORDER: -1' 04 ENG: + r 44 CHK: DATE: -19 � � � � � �i , mot` .� ... • T 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM NITS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT: ') I '� 5- + e'° ORDER: A.-/0 ENG: ►�'i'/'k'� CHK: DATE: - 99 4-rjfir•• aura tis .,- •••:•• •• • •••••• !C •• • • •• ••••• 0 •••• s . a7 ,36 0 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM / ORDER: (0 -16 d4 ENG:wi CHK: DATE: -19 MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT; KN A%k664 4_-� w {, ct U P, (4.' 4--1 W -2. r1 .�--)4 - J 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM� Member: BmX001 Load Case: D+L o.o -0.5 -0.6 2000 1000 .Q v 0 -1000 6000 4000 N 2000 0 WB2 MTS ENGINEERING Distance From Start (ft) VisualAnalysis 12.00.0020 ... . www.iesweb.com :: :. ' ::. • • • • ( cv-t . . .... . .. . . .... Tom Marinos, PE, SI Apr 20. 2019: 10:08 PM PROJECT:; I iY�Fti� 6: MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 US �. ORDER:« E N G: CHK: DATE: ` t .i -19 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM ORDER: �"`� J 7,30 . ENG: Ariwl CHK: DATE: MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT: /.044 I "",60�- 1'= r;A 1. z Gj. A'Lt. 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM sees sees • sees • sees • PROJECT: J-O �tt CA 15X,,e ervia NITS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 ORDER: 7t�� ENG: CHK: DATE: -19 HIZ _ J� ... . ..... . . • T 3 F,5 3 -3 lQ 2 Id rZl 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM, MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT: L-o'�F`'� (AJ t LA.- = c,fup f2o ORDER: A �d 21 v9 ENG: CHK: DATE: d -19 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM "~ a+� Member: WB5 Load Case: D+L o.00 -0.05 _ -0.10 A -0.15 -0.20 1000 0 -1000 -2000 3000 2500 $ 2000 '6 1500 1000 500 0 VisualAnalysis 12.00.0020 www.iesweb.com toll WB5 MTS ENGINEERING Distance From Start (ft) .. .•. . . .... .... .. ... .. .. . ... . . .. . . . . .. . . . . . . • •.. ... .... ....... . • • • • • • • • • • • •• •• • • • •• •• Tom Marinos, PE, SI Apr 20, 2019; 10:15 PM MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT: 1A)11h M 642 6'is 1 s ` W)p ORDER: ()-234 3 ENG: CHK: ,+ DATE: - - 0 j -19 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437,3137 EMAIL: INFO@MTSENGINEERING.COM Z� MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT: I J0 R, (VIA& a, fv�< 11 0 ORDER: ENG: CHK DATE: -19 we>(o 00 06 fee*** 0 0 9000 0 0 0 0 0 0 00 00 0000 0 0 0 0 :00:0: 0 0 0 0 -.00.0 0 0 ... 0 4— Iwo 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137, EMAIL: INFO@MTSENGINEERING.COM 0 30 Member: WB5 Load Case: D+L o.00 -0.02 c -0.04 >, -0.06 0 -0.08 -0.10 4000 2000 .Q 0 -2000 4000 3000 .Q N 2000 1000 0 WB6 MTS ENGINEERING Tom Marinos, PE, SI Apr 20, 2019; 10:22 PM z - -- ...............--------------------------------- z p------------- - -------- ......... -f-----.........------................... -- - ---- ----- -- ---.............. ------ ------ .................. ar 0.0 0.5 1.0 1.5 2.0 • • ••• 2.5 •• • • • . 3.0 3.5 4.0 4.5 5-n Distance From Start (ft) . . .... .... VisualAnalysis 12.00.0020 • • .. . . . . . . .. . . ... . .. .. ... ... www.iesweb.com ... ... .... ....... . . ...... . .. .. MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 284S1 PROJECT: �+, ,,A ,, , ap,<,/-o es Y PT ORDER: A-10 23(J 3 ENG: A;-. CHK: DATE: 'f -19 •• • . ... • • • . • ...... • • • • .... .... ..... .. ...... .... ..... .. .... .... .,.... ...... . . . .. . ... .... .. • • 6000 w 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.313Oil EMAIL: INFO@MTSENGINEERING.COM MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 Imp PROJECT: ORDER: .-to-L oz6 ENG:` CHK: DATE: -19 ce; T" T,% Z F'�7. LOAD cc Z) p P1� c cir-J) --- �., Ar Or .... .. . ..... . . . . ...... co-e0s \ :r 45".; 4- cti" 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM 3 F Pr? 54, PROJECT: J,,-5 Ab ("NZ `Z�i'i<10 c-)' ('0'Acs'. rJ MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 ORDER: UZ� dq ENG: _7v� CHK: DATE: / -1 g 7) L 122 - 196 . . .... ...... t 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT:-- ! .V ORDER: A --I d zuj ENG: CHK: , DATE: ,' {-. 0 Soo - --+rwa.m.. • may♦ • • �4� �� ♦ • ♦ • �•1']• • • • • • • •so 09 • •••••• ',� � � l� �,`..+° � �� v �/�' �f f„� '"' Lam' � 6:� �" �:3 �:y �!•,�j �•� �� f" �. • • 41U p.�, WOW 1 VW-6,. 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM, Member: W135 Load Case: D+L o.o 6000 4000 2000 A > 0 -2000 20000 15000 10000 N 5000 0 VisualAnalysis 12.00.0020 www.iesweb.com FLR JOISTS WITH PT LOAD MTS ENGINEERING Distance From Start (ft) • • • • • • • • • • .. ..IF...0 & 00... . . . ... ... • .... ....... . Tom Marinos, PE, SI Apr 20, 2019; 10:42 PM Project: FLR JOISTS WITH PT LOAD Tom Marinos, PE, SI, MTS ENGINEERING April 20, 2019 X:\A-102290 WHIMER RESID\CALCS\ Design Group Results Design Group: FLR JOIST per AISC ASD (2010) Designed As: W8x13, Material: \Steel\ASTM A36 Strong Deflection Check Member Result Offset Demand dy Name Case ft in W 65 D+L 5.460 -0.352 Strong Flexure Check Member Result Offset Demand Mz Name Case ft lb-ft W B5 D+L 3.540 19479.123 Strong Shear Check Member Result Name Case WB5 D+L Offset Demand Vy ft lb 0.000 5784.187 Capacity dy Code Unity Details in Ref. Check 0.600 IBC 1604.3.1 0.59 OK Capacity Mz Code Unity Details lb-ft Ref. Check 20479.041 F2-1 0.95 OK Lb = 0.000 ft, Cb = 1.000 Capacity Vy Code Unity Details lb Ref. Check 26462.880 G2-1 0.22 OK • • • ••• ••• • P a gt;1 • • • • • . 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Tom Marinos, PE, SI Apr 20, 2019; 10:48 PM MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT: ORDER: r� J3 ENG: CHK: DATE: C °' -19 i 6 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT; t fYL F t: p ORDER: A -1 a3 d 3 ENG: Z CHK: DATE: Z / -19 _r�'"�.,••• -•�•��'�'�nuwv+rn:ew.woru;+aaw.r�r.+uw.:>own++..�eycsasx�.ss.q��y.�aiwaa�rM- �- F � °'r"'j� 4 '� o �. V '� fly., � � � � � � � �� • • • • • ....... ... .... . : P 1 ...... . . . . lows` .. • • . • • . 006 �.-+fig?`: � � ...... .... .... 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YZ�-.�' .. - it " i I - &- p 18331 Pines Blvd, Suite 307 Pembroke—PitmWs°'Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM y t 4, MTS Engineering Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 PROJECT: ri i ..y C' ��W.At�yY1 ORDER: k ENG: CHK: DATE: 000 • • • •••••• •• • ••• • •••••• • • ••• ii '`� 7 1 Nd MX 18331 Pines Blvd, Suite 307 Pembroke Pines, Florida 33029 Tel: 954.437.3111 Fax: 954.437.3137 EMAIL: INFO@MTSENGINEERING.COM J • FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: L! This checklist A Form R405 report that documents that the Proposed Design complies with Section • • • • • R405.3 of the Florida EnergyCode. This form shall include a summary page • • • • �' • rY P 9 .. ... • 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 t4a4GW3 .,. ..... • 0 • see** 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 Seetion R403.7 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) A completed Envelope Leakage Test Report (usually one page) C�J If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 5/1/2019 2:28:47 PM 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: Weimer Residence Builder Name: Street: 960 NE 95th Street Permit Office: City, State, Zip: Miami Shores, FL , 33138 Permit Number: Owner: Paul Weimer Jurisdiction: Design Location: FL, Miami County:: miami-Dade (Florida Climate Zone 1 ) 1. New construction or existing New (From Plans) 9. Wall Types (2736.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 2736.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1671.7 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1671.70 ft2 6. Conditioned floor area above grade (ft2) 2986.78393554 b. N/A R= • • ft2 Conditioned floor area below grade (ft2) 0 c. NIA : ••R= •••. ft2 •••••• • ' • 11. Ducts "g ft2 • 7. Windows(743.9 sqft.) Description Area a. Sup: Crawlspace, Ret: Crawlsp'aLe,7lf I. VestPow• 6 9298.67 ...... a. U-Factor: Dbl, U=1.06 588.44 ft2 b. Sup: Attic, Ret: Attic, AH: Attic. • • • • • 6 298.67• SHGC: SHGC=0.43 • • • • • • • ••••••. b. U-Factor: Dbl, U=1.06 155.45 ft2 12. Cooling systems '. •..' kBtu/tR• • l�fflciency SHGC: SHGC=0.34 a. Central Unit58.4 b. Central Unit 9EER:16.00 • • • �: •: 34.0 08tt8:15.00' • • • • c. U-Factor: N/A ft2 • • • • • • • • ..... • SHGC: 13. Heating systems : • • : • : kBtu/hr • Efficiency .' d. U-Factor: N/A ft2 a. Electric Heat Pump • • 24.6 HSPF:25.00.0..;. SHGC: b. Electric Heat Pump • • 17�' MlbF:25.00� Area Weighted Average Overhang Depth: 0.000 ft. • • • • .. • Area Weighted Average SHGC: 0.411 14. Hot water systems • . % • a. Electric Cap: 90 gallonsEF: 8. Floor Types (2984.7 sqft.) Insulation Area 0.980 a. Floor Over Other Space R=0.0 1381.00 ft2 b. Conservation features b. Crawlspace R=19.0 946.48 ft2 None c. other (see details) R= 657.20 ft2 15. Credits WHF, Pstat Glass/Floor Area: 0.249 Total Proposed Modified Loads: 101.48 PASS Total Baseline Loads: 102.57 I hereby certify that the plans and specifications covered by Review of the plans and Srgr this calculation are in complia with the lorida Energy Code. specifications covered by this calculation indicates compliance ,V1"E ti0. �O� with the Florida Energy Code. „' •." =ir.'':,•„ O ... PREPARED BY: Before construction is completedr.- DATE: this building will be inspected for Cc Q 0 e� a compliance with Section 553.908 * two y� I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COp WE OWNER/AGENT: -__ _ _ BUILDING OFFICIAL: _ - - DATE: DATE: - Compliance requires certification by the air handier 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 3.00 ACH50 (R402.4.1.2). - Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 5/1/2019 2:29 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2017 PROJECT Title: Weimer Residence Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2987 Lot # Owner Name: Paul Weimer Total Stories: 2 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 960 NE 95th Street Permit Office: Cross Ventilation: No County: miami-Dade Jurisdiction: Whole House Fan: Yes City, State, Zip: Miami Shores, Family Type: Single-family FL, 33138 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V/ Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 51 90 70 75 149.5 .054 Low BLOCKS • • ... .' Number Name Area Volume ...; • • 1 Blockl 1603.680 12829.4 • . ' • • • 2 Block2 1383.103 11064.8 ..: • .. • • • • SPACES ••�• ��•�' Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished:. • .dooled ' Nelifeb 1 Entrance 139.7026 1117.6 No 1 0 1 • 0-* Yes • •lies : Ve's•: 2 VestPowderClosets 87.68086 701.4 No 1 0 1 Yes -lies Yes 3 Living Room 320.7699 2566.2 No 3 0 1 Yes Yes Yes 4 Breakfast 180 1440 No 2 0 1 Yes Yes Yes 5 Kitchen 218.3281 1746.6 Yes 2 0 1 Yes Yes Yes 6 Florida Room 297.25 2378 No 3 0 1 Yes Yes Yes 7 Dining Room Green 359.9495 2879.6 No 2 0 1 Yes Yes Yes 8 Guest Bedroom 1 242.5765 1940.6 No 1 1 1 Yes Yes Yes 9 Stair Hall Hall Dress 319.4515 2555.6 No 1 0 1 Yes Yes Yes 10 Guest Bedroom 2 G 247.509 1980.1 No 1 1 1 Yes Yes Yes 11 Hall Gallery 153.9027 1231.2 No 1 0 1 Yes Yes Yes 12 Master Bathroom 109.17 873.4 No 1 0 1 Yes Yes Yes 13 Master Bedroom 310.4933 2483.9 No 2 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet_ 1 Crawlspace Entrance 15.5 ft 0 139.7 ft' 19 0 0 1 2 Crawlspace VestPowderClose 18.75 ft 0 87.68 ft' 19 0 0 1 3 Crawlspace Living Room 39 ft 0 320.77 ft' 19 0 0 1 4 Crawlspace Breakfast 1 ft 0 180 ft' 19 0 0 1 5/1/2019 2:29 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 6 FORM R405-2017 FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 5 Crawlspace Kitchen 30 ft 0 218.33 111:2 19 0 0 1 6 Slab -On -Grade Edge Insulatio Florida Room 35 ft 0 297.25 ft2 -__ 0 0 1 7 Slab -On -Grade Edge Insulatio Dining Room Gre 40 ft 0 359.95 ft2 --- 0 0 1 8 Floor Over Other Space Guest Bedroom 1 ___ -__ 242 ft2 0 0 0 1 9 Floor Over Other Space Stair Hall Hall Dre 319 ft2 0 0 0 1 10Floor Over Other Space Guest Bedroom 2 247 ft2 0 0 0 1 11Floor Over Other Space Hall Gallery __-_ _-__ 154 ft2 0 0 0 1 12Fioor Over Other Space Master Bathroom ____ ____ 109 ft2 0 0 0 1 13FIoor Over Other Space Master Bedroom 310 ft2 01 . • • �, , „ U �1• ROOF ...... .. . • ...... / Roof Gable Roof Solar SA , „ mitt Ergitt peck • Piteh a V # Type Materials Area Area Color Absor. Teste%• T8%t%d 2nsul. �dq%' 1 Gable or shed Composition shingles 1793 ft2 402 ft2 Medium 0.96 No* • • • • 0.9 'No. • .' 20 , ,?AfC , • ATTIC ...... V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Partial cathedral cei Vented 300 1603 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type _ 1 Under Attic (Vented) Dining Room Gre 30 Double Batt 288.64 ft2 0.11 Wood 2 Under Attic (Vented) Guest Bedroom 1 30 Double Batt 242.58 ft2 0.11 Wood 3 Under Attic (Vented) Stair Hall Hall Dre 30 Double Batt 319.45 ft2 0.11 Wood 4 Under Attic (Vented) Guest Bedroom 2 30 Double Batt 247.51 ft2 0.11 Wood 5 Under Attic (Vented) Hall Gallery 30 Double Batt 153.9 ft2 0.11 Wood 6 Under Attic (Vented) Master Bathroom 30 Double Batt 109.17 ft2 0.11 Wood 7 Under Attic (Vented) Master Bedroom 30 Double Batt 310.49 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Space Sheathing Framing Solar Below _ #_ -Ornt To- Wall Type - R-Vatue Ft InEt-In--Area R-.Value_Fraction-Absor^.Grade"/o- 1 S Exterior Frame - Wood Entrance 13 15.66 0 8 0 125.4 ft2 0 0.8 0 _ 2 S Exterior Frame - Wood VestPowderC 13 9.833 0 8 0 78.6 ft2 0 0.8 0 3 E Exterior Frame - Wood VestPowderC 13 8.917 0 8 0 71.4 ft2 0 0.8 0 _ 4 S Exterior Frame - Wood Living Room 13 11.91 0 8 0 95.4 ft2 0 0.8 0 _ 5 W Exterior Frame - Wood Living Room 13 26.91 0 8 0 215.4 ft2 0 0.8 0 6 E Exterior Frame - Wood Kitchen 13 17.58 0 8 0 140.6 ft2 0 0.8 0 5/1/2019 2:29 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below To Watl_Type Space R-Value F-t-In-F_t_-In Area Rllalue-Fraction_-4bsor-_Grade'!o 7 N Exterior Frame - Wood Kitchen 13 12.41 0 8 0 99.4 ft2 0 0.8 0 8 W Exterior Frame - Wood Florida Room 13 20.5 0 8 0 164.0 ft2 0 0.8 0 9 N Exterior Frame - Wood Florida Room 13 14.5 0 8 0 116.0 f12 0 0.8 0 10 E Exterior Frame - Wood Dining Room 13 26.5 0 8 0 212.0 f12 0 0.8 0 11 S Exterior Frame - Wood Guest Bedroo 13 11.83 0 8 0 94.6 ft2 0 0.8 0 12 W Exterior Frame - Wood Guest Bedroo 13 20.5 0 8 0 164.0 ft2 0 0.8 0 13 S Exterior Frame - Wood Stair Hall Hall 13 15.58 0 8 0 124.6 ft2 0 0.8 0 14 S Exterior Frame - Wood Guest Bedroo 13 9.167 0 8 0 73.4 ft2 0 0.8 0 15 E Exterior Frame - Wood Guest Bedroo 13 27 0 8 0 216.0 ft2 0 0.8 0 16 N Exterior Frame - Wood Guest Bedroo 13 9.167 0 8 0 73.4 ft2 0 0.8 0 _ 17 N Exterior Frame - Wood Hall Gallery 13 16.75 0 8 0 134.0 ft2 0 0.8 0 18 S Exterior Frame - Wood Master Bathro 13 3.333 0 8 0 26.6 ft2 0 0 • • • • 0.8 0 19 W Exterior Frame -Wood Master Bathro 13 8.083 0 8 0 64.6 ft2 • 60 � t. • • 20 W Exterior Frame - Wood Master Bedro 13 20.25 0 8 0 162.0 f12 . • i 0• • ' ..' ;00.8 .8 0- • . • 21 N Exterior Frame - Wood Master Bedro 13 15.33 0 8 0 122.6 ft2 • • • V• • • 0.8 • 0 • 22 E Exterior Frame - Wood Master Bedro 13 20.25 0 8 0 162.0 ft2 • 0 • 4' . :0.8 ' 0 • DOORS •i•••• •••• • ••••• •• •• .... # Ornt Door Type Space Storms U Value 14-ift;'; Height Area • Ft • In. Ft• Ig • .••••_• 1 S Wood Entrance None .2 .1 ; ,' • .1 • Oft2 • 60 •Soso WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Metal Double (Tinted) Yes 1.06 0.43 Y 7.8 ft2 0 ft 0 in 0 ft 0 in None None 2 S 2 Metal Double (Tinted) Yes 1.06 0.43 Y 11.9 ft2 0 ft 0 in 0 ft 0 in None None 3 E 3 Metal Double (Tinted) Yes 1.06 0.43 Y 11.9 ft2 0 ft 0 in 0 ft 0 in None None 4 S 4 Metal Double (Tinted) Yes 1.06 0.43 Y 11.9 f12 0 ft 0 in 0 ft 0 in None None 5 E 6 Metal Double (Tinted) Yes 1.06 0.43 Y 11.9 ft2 0 ft 0 in 0 ft 0 in None None 6 N 7 Metal Double (Tinted) Yes 1.06 0.43 Y 8.5 ft2 0 ft 0 in 0 ft 0 in None None 7 W 8 Metal Double (Tinted) Yes 1.06 0.43 Y 42.1 ft2 0 ft 0 in 0 ft 0 in None None 8 W 8 Metal Double (Tinted) Yes 1.06 0.43 Y 33.3 ft2 0 ft 0 in 0 ft 0 in None None 9 N 9 Metal Double (Tinted) Yes 1.06 0.43 Y 55.0 ft2 0 ft 0 in 0 ft 0 in None None 10 E 10 Metal Double (Tinted) Yes 1.06 0.43 Y 103.3 ft2 0 ft 0 in 0 ft 0 in None None 11 E 10 Metal Double (Tinted) Yes 1.06 0.43 Y 42.2 ft2 0 ft 0 in 0 ft 0 in None None 12 Skylt Metal Double (Tinted) Yes 1.06 0.34 Y 155.4 ft2 0 ft 0 in 0 ft 0 in None None 13 S 11 Metal Double (Tinted) Yes 1.06 0.43 Y 9.7 ft2 0 ft 0 in 0 ft 0 in None None 14 W 12 Metal Double (Tinted) Yes 1.06 0.43 Y 19.3 ft2 0 ft 0 in 0 ft 0 in None None 15 S 13 Metal Double (Tinted) Yes 1.06 0.43 Y 9.7 ft2 0 ft 0 in 0 ft 0 in None None 16 S 14 Metal Double (Tinted) Yes 1.06 0.43 Y 9.7 ft2 0 ft 0 in 0 ft 0 in None None 17 E 15 Metal Double (Tinted) Yes 1.06 0.43 Y 19.3 ft2 0 ft 0 in 0 ft 0 in None None 18 N 16 Metal Double (Tinted) Yes 1.06 0.43 Y 9.7 ft2 0 ft 0 in 0 ft 0 in None None 5/1/2019 2:29 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2017 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V/ # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 19 N 17 Metal Double (Tinted) Yes 1.06 0.43 Y 31.3 ft2 0 ft 0 in 0 ft 0 in None None 20 N 17 Metal Double (Tinted) Yes 1.06 0.43 Y 23.0 ft2 0 ft 0 in 0 ft 0 in None None 21 W 19 Metal Double (Tinted) Yes 1.06 0.43 Y 8.0 ft2 0 ft 0 in 0 ft 0 in None None 22 W 20 Metal Double (Tinted) Yes 1.06 0.43 Y 20.0 ft2 0 ft 0 in 0 ft 0 in None None 23 W 20 Metal Double (Tinted) Yes 1.06 0.43 Y 8.0 ft2 0 ft 0 in 0 ft 0 in None None 24 N 21 Metal Double (Tinted) Yes 1.06 0.43 Y 52.0 ft2 0 ft 0 in 0 ft 0 in None None 25 E 22 Metal Double (Tinted) Yes 1.06 0.43 Y 8.0 ft2 0 ft 0 in 0 ft 0 in None None 26 N 21 Metal Double (Tinted) Yes 1.06 0.43 Y 21.0 ft2 0 ft 0 in 0 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH NCH 50 • • • • • 1 Wholehouse Proposed ACH(50) .000152 1194.7 65.59 123.35 .1295 •' • 3 • • • • . • • • , HEATING SYSTEM """ • •.••.: # System Type Subtype Efficiency_ Capacity • • • • • • .91A qtj + _ 1 Electric Heat Pump/ None HSPF:25 24.55 kBtu/hr • ; •' ; 000610• syS#t • • 2 Electric Heat Pump/ None HSPF:25 17.05 kBtu/hr 2 sys: • • • • • • • • • • COOLING SYSTEM • • ; •+ • • • 000000 # System Type Subtype Efficiency Capacity Air Flow SHR : • 9Iock Ducts ' 1 Central Unit/ None SEER: 16 58.4 kBtu/hr 1752 cfm 0.75 1 sys#1 2 Central Unit/ None SEER: 15 34.8 kBtu/hr 1044 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Attic 0.98 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS --- Supply --- - Return -- Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Crawlspace 6 298.67 Crawlspace 74.669 Prop. Leak Free VestPowder - cfm 48.1 cfm 0.03 0.75 1 1 2 Attic 6 298.67 Attic 74.669 Prop. Leak Free Attic --- cfm 41.5 cfm 0.03 0.75 2 2 5/1/2019 2:29 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 6 [-(,)KM K4Ub-ZU1 / TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Heating [[ jJan [X] Jan (( jFeb (X) Feb Mar Mar A r Apr € Ma May rl Jun Jun Jul Jul Au ri Aug X Se Sep Oct Oct Nov NNov Dec Dec Venting [[ ]) Jan [[ ]) Feb X Mar Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 r • • • 5/1/2019 2:29 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 6 of 6 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows- Description a. U-Factor: Dbl, U=1.06 SHGC: SHGC=0.43 b. U-Factor: Dbl, U=1.06 SHGC: SHGC=0.34 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Floor Over Other Space b. Crawlspace c. other (see details) 960 NE 95th Street, Miami Shores, FL, 33138 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 2736.00 ft' b. N/A R= ft2 1 c. N/A R= ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 •1 I!,0 ft' 2987 b. N/A • R= • + • + ft' Area c. N/A • 110 • Rs • • • : ft' 588.44Area ft' 11. Ducts 000000 • • • R • ft' a. Sup: Crawlspace, Ret: CrawlsparA �$q VestPow 6 •298.67 b. Sup: Attic, Ret: Attic, AH: Attic 6 298.67 155.45ft' ••'••. .• 12. Cooling systems • • • •kBtu/hr "fic9e'hcy ft' a. Central Unit • • ; • •; 58.4 PEOR'1.6.00 b. Central Unit • • . • 34.8 SEE" 5.00 ft' 0.000 ft. 0.411 Insulation Area R=0.0 1381.00 ft' R=19.0 946.48 ft' R= 657.20 ft' 13. Heating systems • jtu/hr • Efficiency a. Electric Heat Pump 24.6 **NW*26.00 b. Electric Heat Pump • • • 17.1 1iSPF:25.00 •• • • •• 14. Hot water systems • • • • a. Electric Cap: 50 gallons EF: 0.98 b. Conservation features None 15. Credits WHF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: 0, S1-47�O.n tic *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/1/2019 2:29 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 960 NE 95th Street Permit Number: Miami Shores, FL , 33138 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with t h ere uirements of Sections R402.4.1 through R402.4.5. • • • w •••• •••••• Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be'brmiitted to • • comply with Section C402.5. • • • • • • • • • • •••••• • •••• • R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 ancdF3�4'1.2. ThIbival;i methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallatlonThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be instelied.in accordancowith the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. 01/hjre regWred 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 severf WC • •' 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)(f), (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 -burning 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 IeakagdNindows, 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. 5/1 /2019 2:29 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia 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: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. • • • • R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each sepaiate Yeating and ft11Rg system • • • • • R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric-resistarip; 0 .shall have controls ' that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet trg Pe ating load. ' • • • • • • R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primar�yy air eantainment passageways • • • • for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealedis iwrofdance 111tq SgQtion C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria beJ(" ... ";'' • • • • • • • • • • • • Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in SecCrart553.993(99or • • • (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes'toUoCubstantially teak free" in • • accordance with Section R403.3.3. ' • • • • .. • ; 0 •••••• R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturers designation for an air leakage ofrnomore titan 2 percent of* • the design airflow rate when tested in accordance with ASHRAE 193. 0' ' 0 • • : •' ; R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methofyit.• • 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 manuf, air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 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 duct 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. R403.4 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. 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. 5/1/2019 2:29 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian 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'/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 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 permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) 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 the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annu&6 olar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Cent9r.Qi4ep1bry of • • • • • • Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, test "ods ford oil r Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. CgII��tQr�s in installed sofas • • water -heating systems should meet the following criteria: • " ' • • • • • • 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and • • • . • • 2. Be installed at an orientation within 45 degrees of true south. ' • ...' • • • 00 R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets thd'rt§dJ%:nents of 4he.. Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approvedea mns of venUlatjgp' including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic er.gsa ky dampers that close when the ventilation system is not operating. : ' ; • • ••. R403.6.1 Whole -house mechanical ventilation system fan efflcacy.When installed to function as a whole- �ot�se mechani.cal•• 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, th��2"11 be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 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 cfm/watt <90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 5/1/2019 2:29 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia 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. Exceptions: Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. 11403.7.1.2 Heating equipment capacity. 6906 R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculetedacsording to•S&flon • • • •.. R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the delii n cooling load evmvif .' the design heating load is 1.15 times greater than the design cooling load. • • • • • • • • : • R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of thle%gign requirements ....6 calculated according to the procedure selected in Section R403.7.1. 000000 0000 • • ; • • • •• •• • • 000000 • R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural iirafiat0ospherg'c 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 hearing equipmentcVaeiLy on an: • intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or"Rtrolled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 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, 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). 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. 5/1/2019 2:29 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia 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. R403.11 Portable spas (Mandatoe%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. • •••• •••••00*00 •••••• •••• • • . • • • . • 0000 5/1 /2019 2:29 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia 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: Weimer Residence Builder Name: Street: 960 NE 95th Street Permit Office: City, State, Zip: Miami Shores, FL, 33138 Permit Number: Owner: Paul Weimer Jurisdiction: Design Location: FL, Miami COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to • • • • unconditioned attic spaces shall be sealed. • • • • Walls The junction of the foundation and sill plate shall be sealed. Cavities within corr;6o nd:headers pf %Wge walls The junction of the top plate and the top of exterior walls shall be shall be insulated by cppVjptely filWngt he cavity with a sealed. material having a taprpfilbrpistance of R-3 per indh•' Knee walls shall be sealed. minimum. ' • 41 Exterior thermal erwetope jnsulatigp-for framed walls shall be installed in 9LM&ntial contact ass continyqup alignment with the�aier. • • • • • Windows, skylights The space between window/door jambs and framing, and • 0' • • • • • • • 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 shill 4EPi� stalled to Goo • (including insulation. maintain permanent contact with theurderside 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 walls. 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 is. Recessed lighting 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 airtight 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 extend behind Dioina and widna. 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 between fire so inkler cover plates and walls or ceilinas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC400. 5/1/2019 2:29 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Weimer Residence Builder Name: Street: 960 NE 95th Street Permit Office: City, State, Zip: Miami Shores, FL, 33138 Permit Number: Design Location: FL, Miami Jurisdiction: Cond. Floor Area:: 2987 sq.ft. Cond. Volume: 23894 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics .... • Required ACH(50) from• • * . a • *.: • FORM R405-2017 """ • 00000 Tested ACH(50)*:••:•....• 06;609 .. .. i•�.-.._ *00000 *Tested leakage m4f 50 %fts than or equal to the required ACH(50) shown on FornrR 05- 017 for...:. this building. If the tbsteV64CH(50; is less than $ the building must haVVa mechanical ventilation,... • system. .... R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches 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)(f), (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. 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; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: 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)(f) (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. DATE: BUILDING OFFICIAL: DATE: 04Ili E Sr4 �0 5/1/2019 2:30 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Building Input Summary Report PROJECT Title: Weimer Residence Address type: S Building Type: User Bedrooms: 3 Lot #: Owner: Paul Weimer Conditioned Area: 2987 Block/SubDivision: Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 960 NE 95th Street Permit Office: Rotate Angle: 0 County: miami-Dade Jurisdiction: Cross Ventilation: No City, State, Zip: Miami Shores, Family Type: Single-family Whole House Fan: Yes FL, 33138 New/Existing: New (From Plans) Terrain: Rural Year Construct: Shielding: Moderate/Rural Comment: CLIMATE Design Design Temp Int Design Temp Heating Design • • Daily temp Location Tmy Site 97.5% 2.5% Winter Summer Degr� Days• Moisture • .*Range.,,,,, FL, Miami FL_MIAMI—INTL—AP 51 90 70 75 141..5 • • • 56 • • • • I;ow • • • • • . • • UTILITY•••••• •' �.•.• Fuel Unit Utility Name Monthly Fixdtlgd5t ..Znit • • • Electricity kWh EnergyGauge Default 0.000 • •; • 0 •0.12 • Natural Gas Therm EnergyGauge Default 0.000 • • 9.68 Fuel Oil Gallon EnergyGauge Default 0.000 • ; • • • 1.010 • • • • Propane Gallon EnergyGauge Default 0.00'..' ; 0.40 : • •.. • � SURROUNDINGS ----Shade Trees-------- ------Adjacent Buildings----- Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 Blockl 1603.680908203'IM829.447265625 2 Block2 1383.1030273437911064.82421875 5/1/2019 2:31:04 PM EnergyGauge® / USRCSB v6.0 Page 1 Building Input Summary Report SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Entrance 139.7026 1117.621 No 1 0 Yes Yes Yes 2 VestPowderClosets 87.68086 701.44688 No 1 0 Yes Yes Yes 3 Living Room 320.7699 2566.1592 No 3 0 Yes Yes Yes 4 Breakfast 180 1440 No 2 0 Yes Yes Yes 5 Kitchen 218.3281 1746.6248 Yes 2 0 Yes Yes Yes 6 Florida Room 297.25 2378 No 3 0 Yes Yes Yes 7 Dining Room Green Room 359.9495 2879.596 No 2 0 Yes Yes Yes 8 Guest Bedroom 1 242.5765 1940.612 No 1 1 Yes Yes Yes 9 Stair Hall Hall Dressing 319.4515 2555.612 No 1 0 Yes Yes Yes 10 Guest Bedroom 2 Guest Bath 247.509 1980.072 No 1 1 Yes Yes Yes 11 Hall Gallery 153.9027 1231.2216 No 1 0 Yes Yes Yes 12 Master Bathroom 109.17 873.36 No 1 0 Yes Yes Yes 13 Master Bedroom 310.4933 2483.9464 No 2 1 Yes was. Yes FLOORS (Total Exposed Area ;4604 sq.ft.) # Floor Type Space Exposed Perim Perimeter R-Value Area Joist R-Valtito • • • Tile 14/ood C.arpe 1 Crawlspace Entrance 15.5 0 139.7 ft 19 0000 0 •....b 010001 2 Crawlspace VestPowderClosets 18.75 0 87.68 ft 19000000 0 . • • * 0 1 • 3 Crawlspace Living Room 39 0 320.77 ft 19.'..' 0 •0 •0 i 4 Crawlspace Breakfast 1 0 180 ft 1400000 o . . 0 0 ' Too:* 5 Crawlspace Kitchen 30 0 218.33ft 12• • 0 ' 0 1 • 6 Slab -On -Grade Edge Ins Florida Room 35 0 297.25 ft -- ' 0 ; 0 . . : � 0 04 ..:. 7 Slab -On -Grade Edge Ins Dining Room Green Ro 40 0 359.9495 ft .' .' 0 • 0 . 1 8 Floor Over Other Space Guest Bedroom 1 - - 242 ft ' • • 0. .. 0 ;'I• • • : 9 Floor Over Other Space Stair Hall Hall Dres - --- 319 ft 0'.;.. • 0 1 10 Floor Over Other Space Guest Bedroom 2 Gues - -- 247 ft 0 0 1 11 Floor Over Other Space Hall Gallery --- -- 154 ft 0 0 1 12 Floor Over Other Space Master Bathroom --- -- 109 ft 0 0 1 13 Floor Over Other Space Master Bedroom -- --- 310 ft 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1793 ft' 402 ft' Medium 0.96 No 0.9 No 20 26.6 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Partial cathedral ceiling Vented 300 1603 ft' N N 5/1/2019 2:31:04 PM EnergyGauge® / USRCSB v6.0 Page 2 Building Input Summary Report CEILING (Total Exposed Area = 1672 sq.ft.) # Ceiling Type Space R-Value Ins. Type Area Framing Fraction Truss Type 1 Under Attic(Vented) Dining Room Green Ro 30.0 Double Batt 288.6ft2 0.11 Wood 2 Under Attic(Vented) Guest Bedroom 1 30.0 Double Batt 242.6ft2 0.11 Wood 3 Under Attic(Vented) Stair Hall Hall Dres 30.0 Double Batt 319.5ft2 0.11 Wood 4 Under Attic(Vented) Guest Bedroom 2 Gues 30.0 Double Batt 247.5ft2 0.11 Wood 5 Under Attic(Vented) Hall Gallery 30.0 Double Batt 153.9ft2 0.11 Wood 6 Under Attic(Vented) Master Bathroom 30.0 Double Batt 109.2ft2 0.11 Wood 7 Under Attic(Vented) Master Bedroom 30.0 Double Batt 310.5ft2 0.11 Wood WALLS (Total Exposed Area = 2736 sq.ft.) Adjacent Cavity Width Height Sheathing Framing Solar Below # Omt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade 1 S Exterior Frame - Wood Entrance 13 15.7 0 8.0 0 125.4ft2 ' ..0-- 0.8 0 %' • 2 S Exterior Frame - Wood VestPowderClosets 13 9.8 0 8.0 0 78.6ft2 0 • ;0;0.8 0 % • 3 E Exterior Frame - Wood VestPowderClosets 13 8.9 0 8.0 0 71.4ft2 d • • •0.8 Oil/. • 4 S Exterior Frame - Wood Living Room 13 11.9 0 8.0 0 95.4ft2 "'0'. • 0.8 Q % 5 W Exterior Frame - Wood Living Room 13 26.9 0 8.0 0 215.4ft2 • •0 • • .0.8 D-if • • 6 E Exterior Frame - Wood Kitchen 13 17.6 0 8.0 0 140.6ft2 • • 0 • ', •' .:0.8 0 % 7 N Exterior Frame - Wood Kitchen 13 12.4 0 8.0 0 99.4ft2 .. • p.. 0.8 8 W Exterior Frame - Wood Florida Room 13 20.5 0 8.0 0 164.0ft2 • Q. • 0 0 • • . 0.8 b'°Io' • 9 N Exterior Frame - Wood Florida Room 13 14.5 0 8.0 0 116.Oft2 0� •' 0.8 '0•%• 10 E Exterior Frame - Wood Dining Room Green 13 26.5 0 it 8.0 0 212.Oft2 • • . 0.8 0 %. 11 S Exterior Frame - Wood Guest Bedroom 1 13 11.8 0 8.0 0 94.6ft2 0 ' 0.8 •4°b.; 12 W Exterior Frame - Wood Guest Bedroom 1 13 20.5 0 8.0 0 164.0ft:• 0• o 0.8 0 /o 13 S Exterior Frame - Wood Stair Hall Hall Dr 13 15.6 0 8.0 0 124.6ft2 • • 0 • . • 0 0.8 :0 Wd • 14 S Exterior Frame - Wood Guest Bedroom 2 Gu 13 9.2 0 8.0 0 73.4ft2 0 ' • 0.8 0 % 15 E Exterior Frame - Wood Guest Bedroom 2 Gu 13 27.0 0 8.0 0 216.0ft2 0 • • 0.8 0 % 16 N Exterior Frame - Wood Guest Bedroom 2 Gu 13 9.2 0 8.0 0 73.4ft2 0 0.8 0 % 17 N Exterior Frame - Wood Hall Gallery 13 16.8 0 8.0 0 134.0ft2 0 0.8 0 % 18 S Exterior Frame - Wood Master Bathroom 13 3.3 0 8.0 0 26.6ft2 0 0.8 0 % 19 W Exterior Frame - Wood Master Bathroom 13 8.1 0 8.0 0 64.6ft2 0 0.8 0 % 20 W Exterior Frame - Wood Master Bedroom 13 20.3 0 8.0 0 162.0ft2 0 0.8 0 % 21 N Exterior Frame - Wood Master Bedroom 13 15.3 0 8.0 0 122.6ft2 0 0.8 0 % 22 E Exterior Frame - Wood Master Bedroom 13 20.3 0 8.0 0 162.0ft2 0 0 0.8 0 % DOORS (Total Exposed Area = 0 sq.ft.) Width Height # Omt Adjacent To Door Type Space Storms U-Value Ft In Ft In Area 1 S Exterior Wood Entrance None 0.20 0.10 0 0.10 0 0.0ft2 WINDOWS (Total Exposed Area = 744 sq.ft.) Wall --Overhang-- # Omt ID Frame Panes NFRC U-Factor SHGC Imp Storm Area Depth Separation Interior Shade Screening 1 S 1 Metal Double (Tinted) Yes 1.06 0.43 Y Y 7.8ft2 0.0 ft 0 in 0.0 ft 0 in None None 2 S 2 Metal Double (Tinted) Yes 1.06 0.43 Y Y 11.9112 0.0 ft 0 in 0.0 ft 0 in None None 3 E 3 Metal Double (Tinted) Yes 1.06 0.43 Y Y 11.9ft2 0.0 ft 0 in 0.0 ft 0 in None None 4 S 4 Metal Double (Tinted) Yes 1.06 0.43 Y Y 11.9ft2 0.0 ft 0 in 0.0 ft 0 in None None 5 E 6 Metal Double (Tinted) Yes 1.06 0.43 Y Y 11.9ft2 0.0 ft 0 in 0.0 ft 0 in None None 6 N 7 Metal Double (Tinted) Yes 1.06 0.43 Y Y 8.5ft2 0.0 ft 0 in 0.0 ft 0 in None None 7 W 8 Metal Double (Tinted) Yes 1.06 0.43 Y Y 42.1W 0.0 ft 0 in 0.0 ft 0 in None None 8 W 8 Metal Double (Tinted) Yes 1.06 0.43 Y Y 33.3ft2 0.0 ft 0 in 0.0 ft 0 in None None 9 N 9 Metal Double (Tinted) Yes 1.06 0.43 Y Y 55.0ft2 0.0 ft0 in 0.0 ft 0 in None None 10 E 10 Metal Double (Tinted) Yes 1.06 0.43 Y Y 103.3ft2 0.0 ft0 in 0.0 ft 0 in None None 11 E 10 Metal Double (Tinted) Yes 1.06 0.43 Y Y 42.2ft2 0.0 ft 0 in O.0 ft 0 in None None 5/1/2019 2:31:04 PM EnergyGauge® / USRCSB v6.0 Page 3 Building Input Summary Report WINDOWS(Continued) 12 Skylt Metal Double (Tinted) Yes 1.06 0.34 Y Y 155.4ft2 0.0 ft 0 in 0.0 ft 0 in None None 13 S 11 Metal Double (Tinted) Yes 1.06 0.43 Y Y 9.7ft2 0.0 ft 0 in 0.0 ft 0 in None None 14 W 12 Metal Double (Tinted) Yes 1.06 0.43 Y Y 19.3ft2 0.0 ft 0 in 0.0 ft 0 in None None 15 S 13 Metal Double (Tinted) Yes 1.06 0.43 Y Y 9.7ft2 0.0 ft 0 in 0.0 ft 0 in None None 16 S 14 Metal Double (Tinted) Yes 1.06 0.43 Y Y 9.7ft2 0.0 ft 0 in 0.0 ft 0 in None None 17 E 15 Metal Double (Tinted) Yes 1.06 0.43 Y Y 19.3ft2 0.0 ft 0 in 0.0 ft 0 in None None 18 N 16 Metal Double (Tinted) Yes 1.06 0.43 Y Y 9.7ft2 0.0 ft 0 in 0.0 ft 0 in None None 19 N 17 Metal Double (Tinted) Yes 1.06 0.43 Y Y 31.3ft2 0.0 ft 0 in 0.0 ft 0 in None None 20 N 17 Metal Double (Tinted) Yes 1.06 0.43 Y Y 23.0ft2 0.0 ft 0 in 0.0 ft 0 in None None 21 W 19 Metal Double (Tinted) Yes 1.06 0.43 Y Y 8.0ft2 0.0 ft 0 in 0.0 ft 0 in None None 22 W 20 Metal Double (Tinted) Yes 1.06 0.43 Y Y 20.0ft2 0.0 ft 0 in 0.0 ft 0 in None None 23 W 20 Metal Double (Tinted) Yes 1.06 0.43 Y Y 8.0ft2 0.0 ft 0 in 0.0 ft 0 in None None 24 N 21 Metal Double (Tinted) Yes 1.06 0.43 Y Y 52.0ft2 0.0 ft 0 in 0.0 ft 0 in None None 25 E 22 Metal Double (Tinted) Yes 1.06 0.43 Y Y 8.0ft2 0.0 ft 0 in 0.0 ft 0 in None None 26 N 21 Metal Double (Tinted) Yes 1.06 0.43 Y Y 21.0ft2 0.0 ft 0 in 0.0 ft 0 in None • • • • None INFILTRATION "• • # Scope Method SLA CFM50 ELA EgLA ACH ACH50 Spac@(s) 1 Wholehouse Proposed ACH(50) 0.00015 1195 65.59 123.35 0.1295 3.0 •AII • • ..... ...... .... . MASS000000 . # Mass Type Area Thickness Furniture Fraction S pace :0 0 0 : 0 • ....: 1 No Added Mass 0 ft2 0 ft 0.30 " Entrance: o • • " o: 2 No Added Mass 0 ft2 0 ft 0.30 VestPowderClosQls• • 3 No Added Mass 0 ft2 0 ft 0.30 Living Room 4 No Added Mass 0 ft2 0 ft 0.30 Breakfast 5 No Added Mass 0 ft2 0 ft 0.30 Kitchen 6 No Added Mass 0 ft2 0 ft 0.30 Florida Room 7 No Added Mass 0 ft2 0 ft 0.30 Dining Room Green Room 8 No Added Mass 0 ft2 0 ft 0.30 Guest Bedroom 1 9 No Added Mass 0 ft2 0 ft 0.30 Stair Hall Hall Dressing 10 No Added Mass 0 ft2 0 ft 0.30 Guest Bedroom 2 Guest Bath 11 No Added Mass 0 ft2 0 ft 0.30 Hall Gallery 12 No Added Mass 0 ft2 0 ft 0.30 Master Bathroom 13 No Added Mass 0 ft2 0 ft 0.30 Master Bedroom HEATING SYSTEM # System Type Subtype AHRI # Efficiency Capacity ---Geothermal HeatPump- Ducts Block kBtu/hr Entry Power Volt Current 1 Electric Heat Pump None HSPF: 25.00 24.6 0.00 0.00 0.00 sys#1 1 2 Electric Heat Pump None HSPF: 25.00 17.1 0.00 0.00 0.00 sys#2 2 COOLING SYSTEM # System Type Subtype AHRI # Efficiency Capacity Air Flow SHR Duct Block kBtu/hr cfm 1 Central Unit None SEER:16 58.4 1752 0.75 sys#1 1 2 Central Unit None SEER:15 34.8 1044 0.75 sys#2 2 5/1/2019 2:31:04 PM EnergyGauge® / USRCSB v6.0 Page 4 Building Input Summary Report HOT WATER SYSTEM # System Type Subtype Location EF Cap Use SetPnt Fixture Flow Pipe Ins. Pipe length 1 Electric None Attic 0.98 50.00 gal 60 gal 120 deg Standard None 97 Recirculation Recirc Control Loop Branch Pump DWHR Facilities Equal DWHR Other Credits System Type length length power Connected Flow Eff 1 No NA NA NA No NA NA NA None DUCTS Duct--------Supply-------- ---------Return-------- Air CFM 25 CFM 25 HVAC # # Location R-Value Area Location R-Value Area Leakage Type Handler TOT OUT QN RLF Heat Cool .•0r 1 Crawlspace 6.0 299 ft' Crawlspace 6.0 75 ft= Prop. Leak Free VestPowder -- : - . • • 0.03 Y t."' • - -- 16+I •. 2 Attic 6.0 299 ft' Attic 6.0 75 ft= Prop. Leak Free Attic -- • =-- ' 0.03 ,,0.76• : 2 2 . ••...• • TEMPERATURES • • ea. Programable Thermostat: Y Ceiling Fans: N • . •' • • • • . •.. , Cooling [ ] Jan Heating [X] Jan [ ] Feb [ ] Mar [X] Feb [X] Mar [ ] Apr [ ] Apr [ j May [XI Jun [XI Jul [ ] May [)Jun Jul [XI Aug Aug [XI Sep ' •;[•]tit "} ►Iew Sep • • [ ] QPg .. [ ] [ ] [ ] [•]•Oct rlpy" [X] pgi Venting []Jan [ ] Feb [X] Mar [XI Apr [ ] May []Jun [ ] Jul [ ] Aug [ ] Sep • •[Xj Qct [X] l jov [ ] Dec • • Thermostat Schedule: HERS 2006 Reference Hours ••.... • . � ••i•• Schedule Type 1 2 3 4 5 6 7 8 •8•' ; 10 • 11 • Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MISC ELECTRICAL LOADS ID Type Screen Location Item Quantity Catagory Operating Schedule Off Standby 1 Misc Elec Load Simple Default Main 1 1 HERS2011 1 5/1/2019 2:31:04 PM EnergyGauge® / USRCSB v6.0 Page 5 Building Input Summary Report APPLIANCES & LIGHTING SCHEDULES Appliance Schedule: HERS2014 Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Occupancy peak: 400 Btu AM 0.930 0.930 0.930 0.930 0.930 0.930 0.930 0.980 0.460 0.270 0.270 0.270 % Released: 100 % PM 0.270 0.270 0.270 0.270 0.330 0.610 1.000 1.000 0.930 0.930 0.930 0.930 refrig peak: 0 W AM 0.824 0.804 0.784 0.764 0.744 0.734 0.744 0.754 0.764 0.794 0.814 0.854 % Released: 100 % PM 0.854 0.864 0.884 0.904 0.925 0.945 0.925 0.915 0.904 0.894 0.874 0.854 calash peak: 0 W AM 0.200 0.100 0.050 0.050 0.050 0.075 0.200 0.375 0.500 0.800 0.950 1.000 % Released: 30 % PM 0.875 0.850 0.800 0.625 0.625 0.600 0.575 0.550 0.625 0.700 0.650 0.375 E-cDry peak: 0 W AM 0.200 0.100 0.050 0.050 0.050 0.075 0.200 0.375 0.500 0.800 0.950 1.000 % Released: 15 % PM 0.875 0.850 0.800 0.625 0.625 0.600 0.575 0.550 0.625 0.700 0.650 0.375 dWash peak: 0 W AM 0.139 0.050 0.028 0.024 0.029 0.090 0.169 0.303 0.541 � 0.5" 0.502 0.443 % Released: 60 % PM 0.376 0.396 0.334 0.323 0.344 0.448 0.791 1.000 O v 0.597 • M83 o.2" • • • • E-rOven peak: 0 W AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 •0� 4i" 0.343 • • 0.313 QAQa % Released: 80 % PM 0.457 0.343 0.286 0.400 0.571 1.000 0.857 0.429 't?264i• • 0.229 •0.171 9.114 Ns peak: 226 W AM 0.100 0.050 0.050 0.050 0.100 0.200 0.400 0.450 •0.4Q6 0.206 • • .%I00 0.100 % Released: 100 % PM 0.050 0.050 0.150 0.450 0.850 1.000 0.950 0.800 •Q.JA 0.250� • 0.150 ti.*1bebe • • • � • ••••• cFan peak: 0 W AM 0.600 0.600 0.600 0.600 0.600 0.600 0.600 0.250 •4 250 0.250"'A.250 4!266• % Released: 100 % PM 0.250 0.250 0.250 0.250 0.250 0.250 0.550 0.600 •O.�aa; 0.600 •0.600 0.6061' Igts-in peak: 0 W AM 0.160 0.150 0.160 0.180 0.230 0.450 0.420 0.260 0.128 0.1(• ''b..120 '0.110 % Released: 100 % PM 0.160 0.170 0.250 0.270 0.340 0.550 0.600 0.880 44000: 0.840 . D.510 i#80. Igts-out peak: 0 W AM 1.000 1.000 1.000 1.000 1.000 0.750 0.750 0.000 0.000 0.000 0.000 0.000 % Released: 0 % PM 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.750 0.750 0.750 1.000 Igts-gar peak: 0 W AM 0.000 0.000 0.000 0.000 0.000 0.500 0.750 1.000 0.750 0.500 0.000 0.000 % Released: 0 % PM 0.000 0.000 0.500 0.500 0.750 1.000 0.750 0.500 0.000 0.000 0.000 0.000 MEL peak: 358 W AM 0.500 0.500 0.500 0.750 0.750 0.850 1.000 1.000 1.000 1.000 0.900 0.900 % Released: 90 % PM 0.900 0.900 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.850 0.750 0.750 5/1/2019 2:31:04 PM EnergyGauge® / USRCSB v6.0 Page 6 of 6 LOAD L.ALCVLAT1vN•F Weimer Residence HVAC Load Calculations for Paul Weimer 960 NE 95th Street Miami Shores, Florida 33138 REsIDEcN'TIAL FVHVACHVAC LoADs . . .... .... . ...... .. . .... . . . . . • 0 0 • • : Prepared By: Marc Touze PE Touze Engineering Consultants Inc. 6731 SW 63 Court Miami, Florida 33143 305-666-0874 Wednesday, May 01, 2019 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Touze Engineering Consultants Weimer Residence ® South Miami, FL 33143 _ _ _ Page 2 Project Report General Project Information Project Filename: _ C:\Users\Station3WppData\Local\Elite Software\Rhvac 9\Load Calculations.rh9 Project Title: Weimer Residence Designed By: Taylor And Taylor Project Date: Friday, October 22, 2010 Client Name: Paul Weimer Client Address: 960 NE 95th Street Client City: Miami Shores, Florida 33138 Company Name: Touze Engineering Consultants Inc. Company Representative: Marc Touze PE Company Address: 6731 SW 63 Court Company City: Miami, Florida 33143 Company Phone: 305-666-0874 Design Data _71 Reference City: Miami, Florida Building Orientation: Front door faces North Daily Temperature Range: Low • • • • Latitude: 25 Degrees .... .... Elevation: 7 ft. .. . . ... • Altitude Factor: 1.000 . Outdoor Outdoor Outdoor Indoor Indoor Grads • • • • • • Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb DifferenW • • • • • • • • • • Winter: 47 44.1 n/a n/a 72 nf$••; 0••91 Summer: 90 77 56% 50% 75 03500 ...... •••••0 • • • • • • • • 4 . . LCheck Figures -. , • • • Total Building Supply CFM: 3,751 CFM Per Square ft.: .0. 1.256o Square ft. of Room Area: 2,987 Square ft. Per Ton: • • • • • • 326• Volume (ft'): 23,895 0000 Building Loads — — Total Heating Required Including Ventilation Air: 40,876 Btuh 40.876 MBH Total Sensible Gain: 82,501 Btuh 93 % Total Latent Gain: 6,114 Btuh 7 % Total Cooling Required Including Ventilation Air: 88,615 Btuh 7.38 Tons (Based On Sensible + Latent) 9.17 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM LRh6v—ac - Residential & Light Commercial HVAC Loads Elite Software Development, Incze Engineering Consultants Weimer Residence th Miami, FL 33143 _ Page 3 Miscellaneous Report System 1 Main Floor Outdoor 6utd0or Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 47 44.1 80% n/a 72 n/a Summer: 90 77 56% 50% 75 54.55 System 2 Copy of Main Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Writer: 47 44.1 80% n/a 72 n/a Summer: 90 77 56% 50% 75 54.55 uct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: No No Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. .... Maximum Height: 0 in. 0 in. •.... • • • • • Outside Air Data • • • • • Winter _ Summer •••••• •� ••••� In filtrafon S ecified 0 000 AC/hr 0 000 AC/hr • • • • • • p 0 CFM 0 CFM Infiltration Actual: 0.000 Above Grade Volume: X 23,895 0 X 0.0167 Total Building Infiltration: 0 Total Building Ventilation: 0 AC/hr 0.000 AC/hr Cu.ft. X 23,895 Cu.ft. Cu.ft./hr 0 Cu.ft./hr X 0.0167 CFM 0 CFM CFM 0 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: Infiltration & Ventilation Latent Gain Multiplier: Infiltration & Ventilation Sensible Loss Multiplier: Winter Infiltration Specified: 0.000 AC/hr (0 CFM) Summer Infiltration Specified: 0.000 AC/hr (0 CFM) 16.50 = (1.10 X 1.000 X 15.00 Summer Temp. Difference) 37.08 = (0.68 X 1.000 X 54.55 Grains Difference) 27.49 = (1.10 X 1.000 X 25.00 Winter Temp. Difference) ---System 2--- Infiltration & Ventilation Sensible Gain Multiplier: 16.50 = (1.10 X 1.000 X 15.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 37.08 = (0.68 X 1.000 X 54.55 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 27.49 = (1.10 X 1.000 X 25.00 Winter Temp. Difference) Winter Infiltration Specified: 0.000 AC/hr (0 CFM) Summer Infiltration Specified: 0.000 AC/hr (0 CFM) \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM Rhvac - Residential & Light Commerc Touze Engineering Consultants South Miami, FL 33143 Load Preview Report Weimer Residence Page 4 Has Net Rec ft.2 Sen Lat Net Sen Sys Htg s Sys Sys Act Duct Scope AED Ton Ton /Ton Area Gain Gain Gain Loss CFIVBuilding CFM CAM Size 7.38 9.17 326 2,987 82,501 6,114 88,615 40,876 531 3,751 3,751 System 1 Yes 4.64 5.79 277 1,604 52,114 3,584 55,698 27,554 358 2,363 2,369 17x23 Zone 1 1,604 52,114 3,584 55,698 27,554 358 2,363 2,369 17x23 1-Entrance 140 1,590 230 1,820 1,820 24 72 72 1-5 2-Vest/Powder/Closets 88 2,316 230 2,546 1,761 23 105 105 1-6 3-Living Room 321 3,892 690 4,582 4,082 53 177 177 2-6 4-Breakfast 180 1,706 460 2,166 1,733 23 78 78 1-5 5-Kitchen 218 5,734 824 6,558 3,140 41 261 261 3-5 6-Florida Room 297 7,221 690 7,911 4 661 61 328 328 3-6 7-Dining Room / Green Room 360 29,655 460 30,115 10,357 135 1,348 1,348 13-6 System 2 Yes 2.74 3.38 410 1,383 30,388 2,530 32,918 13,322 173 1,382 1,382 13x18 Zone 1 1,383 30,388 2,530 32,918 13,322 173 1,582 1,382 13x18 8-Guest Bedroom 1 243 5,789 460 6,249 1 969 26 263...263 3-5 9-Stair HaIJ Ha:U Dressing 319 3,723 460 4,183 1,442 •18 • 19%• • 049 Yam, 10-Guest Bedroom 2 / Guest Bath 248 6,792 460 7,252 2,454 • 32 309 •.309 • 3 , 11-Hall / Gallery 154 3,819 460 4,279 2,052 • •27 174 • 144 "51 4 12-Master Bathroom 109 1,909 230 2,139 7148•00t0 87 • 87 4-5 • • • . 13-Master Bedroom 310 8,358 460 8.818 4,VI •' •••• • y1 3§e •• • 3T0 •• 4-6 660.4 i• • \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM Rhvac -Residential & Light Commercial HVAC Loads Elite Software Development, Inc, j Touze Engineering Consultants Weimer Residence South Miami, FL 33143 _ _ Page 5 Total Building Summary Loads Component Area Sen Lat yen Total Description Quan Loss Gain Gain Gain Minimum Window: Glazing -Minimum Window, u-value 596.8 15,811 0 26,404 26,404 1.06, SHGC 0.43 8Ar-swi: Glazing -Skylight, Flat single pane reflective, 155.4 4,003 0 16,267 16,267 small curb, wood sash, curb R-6 or more, light shaft R-6 or more, horizontal, u-value 1.03, SHGC 0.34 12C-Osw: Wall -Frame, R-13 insulation in 2 x 4 stud 2139.2 4,867 0 4,967 4,967 cavity, no board insulation, siding finish, wood studs 16A-0: Roof/Ceiling-Under Attic with Insulation on Attic 133.2 1,359 0 4,021 4,021 Floor (also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-0 insulation 1613-7: Roof/Ceiling-Under Attic with Insulation on Attic 1383.1 3,872 0 8,365 8,365 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-7 insulation • • • • 20P-0c: Floor -Over open crawl space or garage, Passive, 946.5 9,110 ; 0 • • • 5,102 • • • 5,41 OQ- no insulation, carpet or hardwood • • • • • • • • . 22A-pl: Floor -Slab on grade, No edge insulation, no 75 1,854 • •0: • • • S• : • • 0• insulation below floor, any floor cover, passive, light 000000 • dry soil 66066 •... Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: Ventilation: Winter CFM 0, Summer CFM: 0 0, Summer CFM: 0 Total Building Load Totals: 40,876 .a••• 65,116••• 65,1W 25 5,194 • •: 7106• •- 13,M* 194 • • • •: 7,0W • 7 44T 820 : •: 2,796• 2,796* 0 0 :.p.:. .. . 0 : 0•*• 0 :.4. 40,876 6,114 82,501 88,615 Check Figures _ - - Total Building Supply CFM: 3,751 CFM Per Square ft.: 1.256 Square ft. of Room Area: 2,987 Square ft. Per Ton: 326 Volume (ft3): 23,895 Buildin Loads__ Total Heating Required Including Ventilation Air: 40,876 Btuh 40.876 MBH Total Sensible Gain: 82,501 Btuh 93 % Total Latent Gain: 6,114 Btuh 7 % Total Cooling Required Including Ventilation Air: 88,615 Btuh 7.38 Tons (Based On Sensible + Latent) 9.17 Tons (Based On 75% Sensible Capacity) Notes l Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Touze Engineering Consultants Weimer Residence South Miami, FL 33143 Page 6 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) Fdomponent Area Sen Lat Sen Total (( Description Quan Loss Gain Gain Gain Minimum Window: Glazing -Minimum Window, u-value 339.8 9,002 0 16,402 16,402 1.06, SHGC 0.43 8Ar-swi: Glazing -Skylight, Flat single pane reflective, 155.4 4,003 0 16,267 16,267 small curb, wood sash, curb R-6 or more, light shaft R-6 or more, horizontal, u-value 1.03, SHGC 0.34 12C-Osw: Wall -Frame, R-13 insulation in 2 x 4 stud 978.2 2,226 0 2,272 2,272 cavity, no board insulation, siding finish, wood studs 16A-0: Roof/Ceiling-Under Attic with Insulation on Attic 133.2 1,359 0 4,021 4,021 Floor (also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-0 insulation 20P-0c: Floor -Over open crawl space or garage, Passive, 946.5 9,110 0 5,102 5,102 no insulation, carpet or hardwood 22A-pl: Floor -Slab on grade, No edge insulation, no 75 1,854 0 0 0 insulation below floor, any floor cover, passive, light dry soil 000000 Subtotals for structure: 27,554 :0 • • • 44,0614"' 44,0r4' :' People: 14 3,226• ' 4,20b :': 7,420 • J. Equipment: 364':0 2,281 2,(At' " Lighting: 460 • • 1,569 Ductwork: 0 • a • • • • • b ' 0 ' Infiltration: Winter CFM: 0, Summer CFM: 0 0 a� b• •' ' 4m i'. System 1, Zone 1 Load Totals: 27,554 ...... .... ..... 3,5i34'..' 52,1'14...' 55,6�,•,• le Check Fi ures • Supply CFM: 2,369 CFM Per Square ft.: ;""1.477 • Square ft. of Room Area: 1,604 Square ft. Per Ton: ' ..' 277 ; • • • • ; Volume (ft'): 12,830 • Total Heating Required: 27,554 Btuh 27.554 MBH Total Sensible Gain: 52,114 Btuh 94 % Total Latent Gain: 3,584 Btuh 6 % Total Cooling Required: 55,698 Btuh 4.64 Tons (Based On Sensible + Latent) 5.79 Tons (Based On 75% Sensible Capacity) [Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Touze Engineering Consultants Weimer Residence South Miami, FL 33143 _ Page 7 System 2, Zone 1 Summary Loads (Average Load Procedure for Rooms) _) Component Area Sen Lat Sen Total Descrition Quan Loss Gan Ga`n Gain, Minimum Window: Glazing -Minimum Window, u-value 257 6,809 0 10,002 10,002 1.06, SHGC 0.43 12C-Osw: Wall -Frame, R-13 insulation in 2 x 4 stud 1161 2,641 0 2,695 2,695 cavity, no board insulation, siding finish, wood studs 1613-7: Roof/Ceiling-Under Attic with Insulation on Attic 1383.1 3,872 0 8,365 8,365 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-7 insulation Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM 0, Summer CFM: 0 System 2, Zone 1 Load Totals: 13,322 0 21,062 21,062 11 2,530 3,300 5,830 0 4,798 4,798 360 1,228 1,228 0 0 0 0 0 0 �0*• 0 13,322 2,530 30,3$$..' 32,1M. • Check Figures ...... •.. • ; �� _ _ Supply CFM: 1,382 CFM Per Square ft.: _ ...:.. 0.999. Square ft. of Room Area: 1,383 Square ft. Per Ton: .... 410; • • • Volume (ft3): 11,065 .... .. .. .... Zone Loads _ �•�� •••• ••� • Total Heating Required: 13,322 Btuh 13.322 MBH • • • • • • • • • • • • Total Sensible Gain: 30,388 Btuh 92 % ; • •; •; • Total Latent Gain: 2,530 Btuh 8 % ; • •; • • • • Total Cooling Required: 32,918 Btuh 2.74 Tons (BpseV4Qn Sensible + Latert,ti 3.38 Tons (Based On 75°4 gensjble • Capacity) • • • • [Notes _ _ _ - Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. STouze Engineering Consultants Weimer Residence outh Miami, FL 33143 _ Page 8 Detailed Room Loads - Room 1 - Entrance (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 8.9 ft. System Number: 1 Room Width: 15.7 ft. Zone Number: 1 Area: 139.7 sq.ft. Supply Air: 72 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 1,118 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 72 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 530 ft./min. Percent of Supply: 0 % Runout Air Velocity: 530 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.232 in.wg./l00 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S -Wall-12C-Osw 15.7 X 8 117.5 0.091 2.3 267 2.3 0 273 S -GIs-Minimum Window shgc-0.43 7.8 1.060 26.5 208 25.0 0 196 0%S (2) • Floor-20P-Oc 15.7 X 8.9 139.7 0.385 9.6 1,345 ;5.4• • • • • Subtotals for Structure: 1,820 Infil.: Wn.: 0.0, Sum.: 0.0 125 0.000 0 0.000:.. 0. • 0 Ductwork: People: 230 lat/per, 300 sen/per: 1 Lighting: 20 Room Totals: . .... 230 .. =. 1,820 •••• •• 289••* 1,59(1• 0000 .. . . .. . . \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM [Rhvac - Residential & Light Commercial HVAC Loads Touze Engineering Consultants F] Elite Software Development, Inc. Weimer Residence South Miami, FL 33143 _ _ Pa e 9 Detailed Room Loads _- R_ o_om 2 - Vest/Powder/Closets (Average Load Procedure) FGer-eraI Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 8.9 ft. System Number: 1 Room Width: 9.8 ft. Zone Number: 1 Area: 87.7 sq.ft. Supply Air: 105 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 9.0 AC/hr Volume: 701 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 105 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 536 ft./min. Percent of Supply: 0 % Runout Air Velocity: 536 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.184 in.wg./100 ft. Actual Summer Infil.: 0 CFM Area -U- Htg Sen Clg Lat Sen [Item Description _ _ Quantity_ Value HTM Loss HTM Gain Gain S -Wall-12C-Osw 9.8 X 8 66.8 0.091 2.3 152 2.3 0 155 E -Wall- 1 2C-Osw 8.9 X 8 59.5 0.091 2.3 135 2.3 0 138 S -GIs-Minimum Window shgc-0.43 11.9 1.060 26.5 315 24.9 .'d". 296 0%S • E -GIs-Minimum Window shgc-0.43 11.9 1.060 26.5 315 5Y3• . 00 :' 681• 0%S • • • • Floor-20P-Oc 9.8 X 8.9 87.7 0.385 9.6 844 V.49 0' 0'see Subtotals for Structure: 1,761 '....' .:Q..: 1,7.4.3..,� Infil.: Win.: 0.0, Sum.: 0.0 150 0.000 0 O.ppp. • • •Q • •V I• • Ductwork: 0 ..'..' '....• ..0..�.. People: 230 lat/per, 300 sen/per: 1 Lighting: 80 Room Totals: ..•,•• 230• 300•• . . 1,761 ... 2,3-16 \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM Rhvac - Residential & Light Commercial HVAC Loads Touze Engineering Consultants Elite Software Development, Inc. Weimer Residence South Miami, FL 33143 _ Page 10 Detailed Room Loads -Room 3 -Living Room (Averag_e Load Procedure) General _ Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 26.9 ft. System Number: 1 Room Width: 11.9 ft. Zone Number: 1 Area: 320.8 sq.ft. Supply Air: 177 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.1 AC/hr Volume: 2,566 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 88 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 451 ft./min. Percent of Supply: 0 % Runout Air Velocity: 451 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.131 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Description Quantity Value S -Wall-12C-Osw 11.9 X 8 83.5 0.091 W -Wall- 1 2C-Osw 26.9 X 8 215.3 0.091 S -GIs-Minimum Window shgc-0.43 11.9 1.060 0%S Floor-20P-Oc 11.9 X 26.9 320.8 0.385 Subtotals for Structure: Infil.: Win.: 0.0, Sum.: 0.0 Ductwork: People: 230 lat/per, 300 sen/per: Lighting: Room Totals: 311 3 80 Htg Sen Clg Lat Sen HTM Loss HTM Gain Gain 2.3 190 2.3 0 194 2.3 490 2.3 0 500 26.5 315 24.9 .' 417 . 296 9.6 3,087 'S4 .' Q'; 1,72900 4,082 • •„• Q 2,31�J� 0.000 0 o.QgQ, 0 ; • a 0 . I; '....' 2:3.. ..'..' 4,082 ;••;•; 69G 3,892�' • • ...• 0 see \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Touze Engineering Consultants Weimer Residence South Miami, FL 33143 10 Page 11 Detailed Room Loads - Room 4 - Breakfast (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 15.0 ft. Zone Number: 1 Area: 180.0 sq.ft. Supply Air: 78 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.2 AC/hr Volume: 1,440 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 78 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 569 ft./min. Percent of Supply: 0 % Runout Air Velocity: 569 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.267 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain Floor-20P-Oc 15 X 12 180 0.385 9.6 1,733 5.4 0 970 Subtotals for Structure: 1,733 .a.. 970 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 . 0 'Add, 690494, Ductwork: 0 ' ..' ; • . , 0 • People: 230 lat/per, 300 sen/per: 2 .... , . 46 6QQ. ; • Lighting: 40 ...:.. 1�6 Room Totals: 1,733 • • • • • 460 1,7W • .... .. .. ..... ...... .... ... . . . . . ...... • • • . • • \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM -Residential 8� Light Commercial HVAC Loads Elite Software Development, Inc. CRhvac Touze Engineering Consultants � Weimer Residence South Miami, FL 33143 — - Page 12 Detailed Room Loads - Room 5 - Kitchen (Average Load Procedure) General —1 _ Calculation Mode:_ _ _ _ Htg. & clg. _ _ Occurrences: - 1 Room Length: 17.6 ft. System Number: 1 Room Width: 12.4 ft. Zone Number: 1 Area: 218.3 sq.ft. Supply Air: 261 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 9.0 AC/hr Volume: 1,747 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 87 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 637 ft./min. Percent of Supply: 0 % Runout Air Velocity: 637 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.334 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E -W6ll-126-0sw 17.6 X 8 128.8 0.091 2.3 293 2.3 0 299 N -Wall-12C-Osw 12.4 X 8 90.9 0.091 2.3 207 2.3 211 E -GIs-Minimum Window shgc-0.43 11.9 1.060 26.5 315 57.3 �0 .' Vy• '. 681 0 O%S: ••• •••• ••.• N -GIs-Minimum Window shgc-0.43 8.5 1.060 26.5 224 2t*1 . ` CC % 212' 100%S ••.:.• •• • .... Floor-20P-Oc 12.4 X 17.6 218.3 0.385 9.6 2,101 ' Vt 0' 1,; 77. Subtotals for Structure: 3,140 ••.• '..••' Infil.: Win.: 0.0, Sum.: 0.0 240 0.000 0 O.QQQ.. . f�. • p. Ductwork: 0 ..' ..' • . , �' .. Q. People: 230 Iat/per, 300 sen/per: Equipment: Lighting: Room Totals: [Equipment Cooing_ Loads _ Cooking range with hood - four burners on high heat Toaster Microwave Refrigerator or freezer - 16 cubic feet Total 80 3,140 • • • 460. 600,' .364. 2,�$)• ; ...... 273 •8 �4•• 5M' 0900 intinuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In -Use Used Load Load Btuh_ Hour Btuh Btuh 0 __Btuh 0 __Output 100 _per 100 0 0 3532 392 100 10 353 39 4949 1732 75 25 928 325 1000 0 100 100 1000 0 2281 364 \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM Rhvac -Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Touze Engineering Consultants Weimer Residence South Miami, FL 33143 Page 13 Detailed Room Loads - Room 6 - Florida Room (Average Load Procedure) - -- - - - -- -- - General 1 Calculation Mode: Htg. & cig. Occurrences: - 1 Room Length: 20.5 ft. System Number: 1 Room Width: 14.5 ft. Zone Number: 1 Area: 297.3 sq.ft. Supply Air: 328 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 8.3 AC/hr Volume: 2,378 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 109 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 557 ft./min. Percent of Supply: 0 % Runout Air Velocity: 557 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.199 in.wg./100 ft. Actual Summer Infil.: 0 CFM Description Q W -Wall-12C-Osw 20.5 X 8 N -Wall-12C-Osw 14.5 X 8 W -GIs-Minimum Wndow shgc- 0.43 0%S W -GIs-Minimum Window shgc- 0.43 0%S N -GIs-Minimum Window shgc-0.43 100%S Floor-22A-pl 35 ft..Per. Subtotals for Structure: Infil.: Win.: 0.0, Sum.: 0.0 Ductwork: People: 230 lat/per, 300 sen/per: Lighting: Room Totals: Area -U- Htg ben antity Value HTM Loss 61 42.1 33.3 55 35 280 3 80 0.091 1.060 1.060 1.060 0.989 2.3 26.5 26.5 26.5 24.7 1 11 k Gain 202 2.3 0 206 139 2.3 0 142 1,115 57.3 ••b'•. 2,412 • . •.•• 00001 883 5i*3 0 '• a•: 1,911�� 1,457 '1��a •' d 1,�77• •..• • 865 to • b " "D• 4,661 ...... ••'•.' ...• .•. 6,Doi . 0 : • : .. D. 1. • • 900 • . 2ys• 4,661 990P • 7,221 • \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM Elite Software Development, Inc. Rhvac - Residential & Light Commercial HVAC Loads Touze Engineering Consultants 1 Weimer Residence South Miami, FL 33143 Page 14 Detailed Room Loads - Room 7 - Dining Room / Green Room (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 26.5 ft. System Number: 1 Room Width: 13.6 ft. Zone Number: 1 Area: 359.9 sq.ft. Supply Air: 1,348 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 28.1 AC/hr Volume: 2,880 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 13 Actual Writer Vent.: 0 CFM Runout Air: 104 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 528 ft./min. Percent of Supply: 0 % Runout Air Velocity: 528 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.179 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg La t Sen Description_ Quantity Value HTM Loss HTM Gain Gain i _ E -Wall-12C-0sw 26.5 X 8 66.5 0.091 2.3 151 2.3 0 154 E -GIs-Minimum Window shgc-0.43 103.3 1.060 26.5 2,738 57.3 0 5,923 0%S E -GIs-Minimum Window shgc-0.43 42.2 1.060 26.5 1,117 57.3 .7 * * . 2,417 O%S . • •••. •.. UP-Sky-8Ar-swi shgc-0.34 155.4 1.030 25.8 4,003 104.0 0 .0 ;': 16,267 UP-Ceil-16A-0 21.2 X 13.6 133.2 0.408 10.2 1,359 39.E ; • • 0' 4,02f Floor-22A-pl 40 ft..Per. 40 0.989 24.7 989 9.0• • • • 0 ' :o90 Subtotals for Structure: 10,357 • • • • •Q• • ; 28,7i%,G Infil.: Win.: 0.0, Sum.: 0.0 212 0.000 0 0.00bo 0 0 go.. A ; Ductwork: 0 • • • People: 230 lat/per, 300 sen/per: 2 • • 466- , - 600 Lighting: 80 27.3g Room Totals: 10,357 4Ad 0 0 0.29,656N • \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM - Rhvac -Residential & Light Commercial HVAC Loads Touze Engineering Consultants Elite Software Development, Inc. Weimer Residence South Miami, FL 33143 _ Page 15 Detailed Room Loads - Room 8 - Guest Bedroom 1 (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 20.5 ft. System Number: 2 Room Width: 11.8 ft. Zone Number: 1 Area: 242.6 sq.ft. Supply Air: 263 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 8.1 AC/hr Volume: 1,941 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 88 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 643 ft./min. Percent of Supply: 0 % Runout Air Velocity: 643 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.340 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain_ _ Gain S -Wall-12C-Osw 11.8 X 8 85 0.091 2.3 193 2.3 0 197 W -Wall-I2C-Osw 20.5 X 8 144.7 0.091 2.3 329 2.3 0 336 S -GIs-Minimum Window shgc-0.43 9.7 1.060 26.5 256 24.9 0 241 0%S W -GIs-Minimum Window shgc- 19.3 1.060 26.5 512 57.3 .Q.. 1,108 0.43 0%S (2) ' • UP-Ceil-166-7 20.5 X 11.8 242.6 0.112 2.8 679 6 Q• ; .0 ... 1,467 . Subtotals for Structure: 1,969 ...... 0 A • : 3,349- • Infil.: Win.: 0.0, Sum.: 0.0 259 0.000 0 0.000:.. 0 • ; Q.. Ductwork: 0 ....0 0 • 0 People: 230 lat/per, 300 sen/per: 2 00000 40 • • 60%— Equipment: ...... 0 • • 1,6550' Lighting: 60 ..' .. 6000 205 •' Room Totals: 1,969 :'•:': 460 ' 5,789 • . . ... iEquipmcnt Cooling Loads _ •~• Continuous Continuous • • •• 0 Output Output Average Percent Sensible Latent Sensible Latent In -Use Used Load Load Litem Name Btuh Btuh Output per Hour Btuh Btuh Color television 683 0 100 100 683 0 Stereo 375 0 100 100 375 0 Desk radio or clock radio 52 0 75 100 39 0 Computer and monitor 1536 0 35 100 538 0 Total 1635 0 \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM Rhvac - Residential 8 Light Commercial HVAC Loads Elite Software Development, Inc. 1 Touze Engineering Consultants Weimer Residence South Miami FL 33143 In Pap 16 Detailed Room Loads - Room 9 - Stair Hall/ Hall% Dressing (Average Load Procedure [General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 20.5 ft. System Number: 2 Room Width: 15.6 ft. Zone Number: 1 Area: 319.5 sq.ft. Supply Air: 169 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 2,556 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 85 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 621 ft./min. Percent of Supply: 0 % Runout Air Velocity: 621 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.317 in.wg./l00 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Desorption Quantity Value HTM Loss HTM Gain Gain S -Wall-12C-0sw 15.6 X 8 115 0.091 2.3 262 2.3 0 267 S -GIs-Minimum Window shgc-0.43 9.7 1.060 26.5 256 24.9 0 241 0%S UP-Ceil-16B-7 20.5 X 15.6 319.5 0.112 2.8 894 6.0 •0 • • • 1,932 Subtotals for Structure: 1,412 .' . • °Q • • 2,440 Infil.: Win.: 0.0, Sum.: 0.0 125 0.000 0 0.000 0 Ductwork: 0 • • • 0 People: 230 lat/per, 300 sen/per: 2 """ 4600 40• Equipment: .0000. "" .00 . 4h Lighting: 60 ""• • • • • 2oN Room Totals: 1,412 ...... • • • • • • .... 46D...' 3,722. • [Equipment Cooling Loads ram.-.•-. _ Continuous Continuous Output Output Average Percent • *Sensible : .". Latent Sensible Latent In -Use Used Load '•" Load Item Name Btuh Btuh Output per Hour _ Btuh Btuh Vented clothes dryer - 10 �1707 0 50 50 427 0 percent to space Clothes washing machine - 205 0 50 50 51 0 10 percent to space Total 478 0 \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM Rhvac --Residential & Light Commercial HVAC Loads 9 Elite Software Develo ment, Inc. P Touze Engineering Consultants ® Weimer Residence South Miami, FL 33143 Page 17 Detailed Room Loads - Room 10 - Guest Bedroom 2 / Guest Bath (Average Load Procedure) rGeneral Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 27.0 ft. System Number: 2 Room Width: 9.2 ft. Zone Number: 1 Area: 247.5 sq.ft. Supply Air: 309 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 9.4 AC/hr Volume: 1,980 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 103 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 524 ft./min. Percent of Supply: 0 % Runout Air Velocity: 524 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.176 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item E -Wall-12C-Osw 27 X 8 N -Wall-12C-0sw 9.2 X 8 S -GIs-Minimum Window shgc-0.43 0%S E -GIs-Minimum Window shgc-0.43 0%S (2) N -GIs-Minimum Window shgc-0.43 100%S UP-Ceil-16B-7 27 X 9.2 Subtotals for Structure: Infil.: Win.: 0.0, Sum.: 0.0 Ductwork: People: 230 lat/per, 300 sen/per: Equipment: Lighting: Room Totals: 196.7 63.7 9.7 19.3 9.7 247.5 363 E -U- Htg Sen Clg Va;ue HTM Loss HTM 0.091 0.091 1.060 1.060 1.060 0.112 2.3 2.3 26.5 26.5 26.5 2.8 0.000 447 145 256 512 256 693 2,454 0 0 2,454 2.3 2.3 24.9 • • 51.8•' w.•..• 25.0o o o o •.. ••..•• 0.066 • ....•. • Lat Sen Gain Gain, 0 148 0 456 0 148 •0•••• 241 460•••- b 460 1,108 ••. •.• 24Z.... 1,4V: • 3,84A. ... 0 • 609 21147• • • 205 6,792 Equipment Cooling Loads Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In -Use Used Load Load LItem Name Btuh Btuh Output per Hour Btuh Btuh Color television 683 0 100 100 683 0 Stereo 375 0 100 100 375 0 Desk radio or clock radio 52 0 75 100 39 0 Computer and monitor 1536 0 35 100 538 0 Laser printer 512 0 100 100 512 0 Total 2147 0 \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM Rhvac - Residential & Light Commercial HVAC Loads Touze Engineering Consultants Elite Software Development, Inc. Weimer Residence South Miami, FL 33143 Page 18 Detailed Room Loads - Room 11 - Hall / Gallery (Average Load Procedure) �General — - Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 7.4 ft. System Number: 2 Room Width: 20.8 ft. Zone Number: 1 Area: 153.9 sq.ft. Supply Air: 174 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 8.5 AC/hr Volume: 1,231 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 87 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 637 ft./min. Percent of Supply: 0 % Runout Air Velocity: 637 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.333 in.wg./l00 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Son Clg Lat Son Description_ Quantity Value HTM Loss HTM Gain Gain N -Wall-12C-0sw 16.8 X 8 79.7 0.091 2.3 181 2.3 0 185 N -GIs-Minimum Window shgc-0.43 31.3 1.060 26.5 830 25.0 0 784 100%S N -GIs-Minimum Window shgc-0.43 23 1.060 26.5 610 25.0 0 576 100%S .... UP-Ceil-1613-7 7.4 X 20.8 153.9 0.112 2.8 431 6.0 • Q...' 931. • Subtotals for Structure: 2,052 ' • • ; • ; 2,476 . Infil.: Win.: 0.0, Sum.: 0.0 134 0.000 0 �A 0.000.... 9 • 617• • • • Ductwork: 0 ....•• • :,..., People: 230 lat/per, 300 sen/per: 2 •.•. 460 00 • 600 ' Equipment: ' .. • • • • 6 538-:- . Lighting: 60 ...... 0000 0 2W " Room Totals: 2,052 •'�"� 46d"* 3,81Y Equipment Coolin Loads :..... Continuous Continuous '..' • Output Output Average Percent Sensible • : • • ' Latent Sensible Latent In -Use Used Load Load Item Name Btuh Btuh Output per Hour Btuh Btuh Computer and monitor 1536 0 35 100 538 0 Total 538 0 \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM Rhvac - Residential & Light Commercial HVAC Loads Touze Engineering Consultants ® Elite Software Development, Inc. Weimer Residence South Miami, FL 33143 Page 19 Detailed Room_ Loads - Room 12_- Master Bathroom (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 _ Room Length: 10.0 ft. System Number: 2 Room Width: 10.9 ft. Zone Number: 1 Area: 109.2 sq.ft. Supply Air: 87 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 6.0 AC/hr Volume: 873 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 87 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 636 ft./min. Percent of Supply: 0 % Runout Air Velocity: 636 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.333 in.wg./100 ft. Actual Summer Infil.: 0 CFM item Area -U- Htg Description Quant4 Value HTM _ S -Wall-12C-0sw 3.3 X 8 26.7 0.091 2.3 W -Wall-12C-Osw 8.1 X 8 55 0.091 2.3 W -GIs-Minimum Window shgc- 9.7 1.060 26.5 0.43 0%S UP-Ceil-16B-7 10 X 10.9 109.2 0.112 2.8 Subtotals for Structure: Infil.: Win.: 0.0, Sum.: 0.0 91 0.000 Ductwork: People: 230 lat/per, 300 sen/per: 1 Lighting: 60 Room Totals: Sen Clg Lat Sen Loss HTM Gain Gain 61 2.3 0 62 125 2.3 0 128 256 57.3 0 554 306 748 0 0 748 A.. 230 • 230• •• • • • • • • 1,404 - 0 000 3QQ. 205 1,909 ... ... . \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM rRhac - vResidential 8 Light Commercial HVAC Loads Elite Software Development, Inc. Touze Engineering ConsultantsIn Weimer Residence South Miami, FL 33143 _ Page 20 Detailed Room Loads - Room 13 - Master Bedroom (Average Load Procedure) Calculation Mode: Htg. & clg. Room Length: 15.3 ft. Room Width: 20.3 ft. Area: 310.5 sq.ft. Ceiling Height: 8.0 ft. Volume: 2,484 cu.ft. Number of Registers: 4 Runout Air: 95 CFM Runout Duct Size: 6 in. Runout Air Velocity: 484 ft./min. Runout Air Velocity: 484 ft./min. Actual Loss: 0.150 in.wg./100 ft. Item Area -U- Descri lion Quantity Value W -Wall- 1 2C-Osw 20.2 X 8 132.3 0.091 N -Wall-12C-Osw 15.3 X 8 69.3 0.091 E -Wall-12C-Osw 20.2 X 8 129.3 0.091 W -GIs-Minimum Window shgc- 20 1.060 0.43 0%S W -GIs-Minimum Window shgc- 9.7 1.060 0.43 0%S N -GIs-Minimum Window shgc-0.43 53.3 1.060 100%S E -GIs-Minimum Window shgc-0.43 9.7 1.060 0%S E -GIs-Minimum Window shgc-0.43 23 1.060 0%S UP-Ceil-16B-7 15.3 X 20.2 310.5 0.112 Subtotals for Structure: Infil.: Win.: 0.0, Sum.: 0.0 447 Ductwork: People: 230 lat/per, 300 sen/per: 2 Lighting: 60 Room Totals: Occurrences: 1 System Number: 2 Zone Number: 1 Supply Air: 380 CFM Supply Air Changes: 9.2 AC/hr Req. Vent. Clg: 0 CFM Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 0 CFM Actual Summer Infil.: 0 CFM Htg Sen Clg Lat Sen HTM Loss HTM Gain Gain 2.3 301 2.3 0 307 2.3 158 2.3 0 161 2.3 294 2.3 0 300 26.5 530 57.3 0 1,146 •••• 26.5 256 57.3 • A..' 26.5 1,413 • • 2�.goo• ••• •A.' 26.5 256 ••.••• 57.� �, • 26.5 610 0000 • 51-03000 '..'.�: D.•• 2.8 869 • • • • U. • • • • • 0 . ... 4,687 : 0 •Q • 0.000 0 0.000 00 0 460••• 4,687 460 564 1,335.E 55� ••• 1,318: ••• 1,878 7,5" 7l . v 600 205 8,358 \\server\d .\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM a Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Touze Engineering Consultants Weimer Residence South Miami, FL 33143 Page 21 System 1 Room Load Summary Htg Min Run Run Clg Clg Pr in Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM _ _Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Entrance 140 1,820 24 1-5 530 1,590 230 72 72 2 Vest/Powder/Clos 88 1,761 23 1-6 536 2,316 230 105 105 ets 3 Living Room 4 Breakfast 5 Kitchen 6 Florida Room 7 Dining Room / Green Room System 1 total System 1 Main Trunk Size Velocity: Loss per 100 ft.: FCoolm2 System Summary 321 4,082 53 2-6 451 3,892 690 177 177 180 1,733 23 1-5 569 1,706 460 78 78 218 3,140 41 3-5 637 5,734 824 261 261 297 4,661 61 3-6 557 7,221 690 328 328 360 10,357 135 13-6 528 29,655 460 1,348 1,348 1,604 27,554 358 52,114 3,584 2,369 2,369 17x23 in. 873 ft./min 0.072 in.wg cooling 5ensible/Latent Sensible Latent • • • • Total Tons Split Btuh Btuh Btyb Net Required: 4.64 94% / 6% 52,114 .3 84• Goo 55,698 Recommended: 5.79 75% / 25% 52,114 1 �,� 71 * • , - ; 69,4$5. eo • (Equipment Data ...... j Heating System Cooling System,,. • Type: Electric Resistance Standard A40Gooditioner • • • Model: ...... .... ... Indoor Model: • • • Brand: Description: 0 0 0 0 • •' Efficiency: 0% 0 SEER 000000 • Sound: 0 0 Capacity: 0 Btuh 0 Btuh • Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM r Rhvac - Residential & Light Commercial HVAC Loads Touze Engineering Consultants Elite Software Development, Inc. Weimer Residence South Miami, FL 33143 _ Page 22_ ( System 2 Room Load Summary _ Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 8 Guest Bedroom 1 243 1,969 26 3-5 643 5,789 460 263 263 9 Stair Hall/ Hall/ 319 1,412 18 2-5 621 3,723 460 169 169 Dressing 10 Guest Bedroom 2 248 2,454 32 3-6 524 6,792 460 309 309 / Guest Bath 11 Hall / Gallery 154 2,052 27 2-5 637 3,819 460 174 174 12 Master Bathroom 109 748 10 1-5 636 1,909 230 87 87 13 Master Bedroom 310 4,687 61 4-6 484 8,358 460 380 380 System 2 total 1,383 13,322 173 30,388 2,530 1,382 1,382 System 2 Main Trunk Size: 13x18 in. Velocity: 850 ft./min Loss per 100 ft.: 0.095 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.74 92% / 8% 30,388 2,530 32,918 Recommended: 3.38 75%/25% 30,388 �0,1A6 40,51F as—• . ... Equipment Data _ •.. •-0_, ' ..' • • Heatino System Coolino Sys p!Z,, Type: Electric Resistance Standard Air C-onditioner Model: .... .. .". ... " Indoor Model: ...... .... .. . Brand: ' Description: 0 0 • Efficiency: 0% 0 SEER ; • • • ; . • • • Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh see* Latent Capacity: n/a 0 Btuh i \\server\d ...\Load Calculations.rh9 Wednesday, May 01, 2019, 1:36 PM MIAMI-DARE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building coded"'. This product is approved as described herein and has been designed to comply will,? Otte Florida T3 ildin • . * • P Pp g P y . �.. $ g .' Code, including the High Velocity Hurricane Zone. ...... .... ; ....,. DESCRIPTION: Series "Eco-Guard 500" Outswing Aluminum Casement Wi Oc6 •- L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Out* * ing Casameflt :Wdw...... (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/17.4) spared b; %z_Paroo:.. • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade. CcaiAy Pro'4T4.Control..... Revision stamp with the Notice of Acceptance number and expiration date by:*C:4iami-Dade County Product Control Section. • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • : • • • •: LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,. cits' state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, 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 No. 15-0406.10 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P. E. NOA No. 17-1011.22 MIAMi•DADE COUNTY Expiration Date: May 19, 2021 (zo 2017 Approval Date: December 21,2017 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TABS 20;-94 ...... • • • • • • along with marked -up drawings and installation diagram of a da"Indnt windoay. . • prepared by Hurricane Engineering and Testing, Inc., Test Reps No. • • • • • • • • HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed'Affdttaled by Candido;....: F. Font, P.E. • • • .... .. .. ..... (Submitted under NOA No. 11-0309.06) ...... .... ..... 00*00* C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying w>;t6 5 '• "• Edition (2014), prepared by Al-Farooq Corporation, dated QJ17t15 a4d Q�/23/1-4 ••••; signed and sealed by Javad Ahmad, P.E. • 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5111 Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTn4UED) 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/17, prepay ed by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.F,. '....• ...... . . B. TESTS ...... .. . ...... 1. None. ... • .. 0000*0 0.. .. ..... C. CALCULATIONS ' 1. None .. .. 00060 ...... ...... D. QUALITY ASSURANCE """ 1. Miami -Dade Department of Regulatory and Economic ResourcesR). :. • •.: E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 26, 2017, prepared by Al- Farocq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 07/02/15 and expiring on 05/19/21. ajar, ?_A6W Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E-2 ECO-GUARD SERIES-500 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO EN'IRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDDION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN 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 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 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. 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 FTC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. - MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN OR SMALLER) — 75.0 PSF 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS .090' Interlayer 090" Interlayer sifolPVB Trosifol PVB \I, By 'kuraray America, Inc.' rBy 'kurorcy America, Inc.' ,1/8' HEAT STREN'D. GLASS I r1/B- HEAT STREN'D. GLASS " I 51UCONE a c CORNING 899 Im �l is z IN klDOW i N w 1� GLASS TYPE X 37` WINDOW WIDTH �� u) 35` o VENT WIDTH Z FALSE MUNTINS 29 3 8` Z (SURFACE APPUED) D.L OPG. rn Q Z. < MAY BE USED 2 3; lg O WN`^ OI — ---- O G M / o V�W� 'I / pz„, / paoo .Wl C /''/ .— 0 C Z 0 N L O f m _a 3 i . 2 0 N xQxQ N Q W IN f f np rF by U OZW _ Z X n = o 3 II N g J m 3 V) �Io B It IW 2 II \ w'V) W !n H- w 6 POINT LOCK c' 1O z 12` '3 0 M cmi MAX. 7' MAX. _LOCKING POIN HEAD HEAD/SILL SEE CHART o Z a0 - h SILL CORNERS 3 m NO. OF WOW. HEIGHT KEEPERS 3 Z o TYPICAL ELEVATION0 "T SASH o I 0 0 o M 26' 2 U w 38-3 B" 3 yr W a] :2 50-5 63' 5 76" I 6 3/16" HEAT STREN'D. GLASS o 090" Interlayer tlIS PVB��Tro7ifol By kuraray America, Inc.' P r-3/16" HEAT STREN'D. GLASS zla � 5 SILICONE pp SIUCONE DOW CORNING 899 F C DOW CORNING 899 to ••• . I. i.�� • •• �m � N • •. I • �'n•* •• 3 • 9 1. I �� ••• • f 20 •• • • • II .IiIIt 20I 19 AT /4 POINTS 0a' Pal- W" • • SETTING BLOCKS" INSUL j. M. GLASj � � • a NOTCH GLAZING JEAQ LEG • • GLASS TYPE 'M' TO CLEAR BLOCI`5 • • • • • • • • • • GLAS• • IAE :B' GLAZING OPTIONS ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION w a = a DECLARATORY STATEMENT DCA05—DEC-219 c o a `71111 I11 t/fl ^ ^ :"DUCT REVISED )�•' VCENSF'• ;'V „ w - i I 70592 I ..••n•yicg wh the Ftcf6ia L Esphctiao Uate �lrawing no. Nu mi Uk Prada t Caulrnl • F 05 oa�or_ ° W 1 1 EDGE DLST. _ TYPICAL ANCHORS i SEE ELEV. Illy { FOR SPACING WOOD BUCK METAL F�_________________ c e e .aa ESE ]STRUCTURE I COUNTY MUALLION hE MULLION ANCHORS I a Q" i SEE SEPARATE N. I I EDGE 1 DIST. _z— II TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1BY WOOD BUCK 17 00 TYPICAL ANCI SEE FOR SP/ TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (F-177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO CLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—TS MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f•c — 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f•m = 2000 PSI MIN ``\\\\11111 I717 / m J a J v 3 3 V) rz i a w W V)w } c� z 3rnN S O ODo � X Z3�m 3 O ryJ 8 c) oo n Wcom1, P I • • • •• JCENSF'••. ' s .. P.kf.Dt `%l 20..`:D o � r� •. • � • • • • • Axc; ts,x IM,17-!0!l•1 = . • ICAL C80R� • • • F}pintion Date Q 13 ST 6�; • • SE LL��yA.N ,• • • •• • • _ ATE OF ((/� drawing no. • ••FO SP.rIN: • • • • s'S'Gn )4� OR1D/•. •''�\�� i W�i Mi-,i LroJe Prut:.�4 r rtvoi / � a J ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • U0 � w ,/4' MAx. � >> SHIMS 1/4" MAX. m MAX. _ Z m 3 SHIM © O WO I SHIM 0 F "' 5 WOOD BUCK H W n • 18 4 B 12 Q f 2 N a _ TYPICAL ANCHORS ND- 0 0 TYPICALANCHORSSEE EIF/. __________SCREEN OPT. ________________ v.v FOR SPACING C UI SEE ELEV. 0 w FOR SPACING I 0 Vim! p V O W 0 0 1 1/4 ' 0to tn2W 7U,_o 7S Q W O fFEXTERIOR . MEfAI FOR SPACING 0 STRUCTURE �, D.L OPG. TRUMETAL _ m VENT WIDTH � J WINDOW WIDTH o � n W w f jri v� w c� V) ca In w z 0� rM M MIAMI—DADE COUNTY 00 I APPROVED MULLION Z '� SEE SEPARATE NOA 3 m 2 Y TYPICAL ANCHORS 4J n SEE ELEV. FOR SPACING o 0 N o i I I O II II II II II II G u I I L__J pia Z 4� W'NDOw W'DTH WINDOW WIDTH oI^ 42 • • • • • • • • �� e+r7��(yp ///' PRCUI;CfiiE:VISSll r, � � Nrompl��ng wnh the FtoriAa — - r cild�ng Cade — .70592 • • • • • • /.^cepLvse No ( !OI/.1L � � � � — o u c t • • • • • • • • • • • • Expiration Unto • • • • • • • • • • • • • • • • i3Y—drain9TATE OF • • • • • • • • • • • Mismi Uede PrcAc:ct OR101",.:,�� W 1 1 _ 05 • • • • • • • • //// 01VAL \\ I /11111tt11Y [sheet 3 of 6 ••• • • • • ••• • ••• • •• • • •• p Lc TYPICAL ANCHORS SEE ELEV. FOR SPACING, O ALT. 11`T_ .•.:mow METAL r- ----'-----------i� TYPICAL ANCHORS � I MNMI—OAOE COUNTY APPROVED I � SEE ELEV. FOR SPACING STRUCTURE II MUWON &MULLION ANCHORS SEE SEPARATE NOA II A I� II I I EDGE DIST. j _ i N � TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING n TYPICAL SEE ELEV. FOR •• ••• • • • • • N INSTALLATION DhtXILS *M;H MiKSH .PRAYE :AD DER •..� "Cr REVISE} mvli�µ9 —Lh Us'FI.'r>3e • � Arceptartce Pk : • • • • • • • � • • • Eayi: _,on IYte Ell • • • • • • • • • • • • • • • Mart:iPma—- Cmlroi� • .. .... ....... J I m i c�c N Z W y Q } z `O 0 t� � Z 3� 3 Z W o 0 M n 0 U OW - W co ): •'' ENSF � a N . 70592 • STATE OF.6y� j drawl s' 'FOR: I W 1 1 05 I I B1 FRAME HEAD/SILL/JAMB VENT Ij�I 519 I .803 .045 1.047 f-- O GLAZING BEAD (5/16" LAM. GLASS) F�.130 .BO3 .045 1.172 �I GLAZING BEAD (INSUL. LAM. GLASS) 394 � � .a5a i-y 1,047 L 3B GLAZING BEAD (7/16" LAM. GLASS) 2..06 2 062 500 69 13 2.611 15 FLUSH FRAME ADAPTER IS CORNER KEY 245 .780 �, 120 L 1.256 T—f SNUBBER - FRAME 245 .7i I_�.1211 .1211 SNUBBER - VENT ITEM) PART / QUANTITY DMCNU'1'ION MATERIAL MANF./SUPPLIRR/REMARKS 1 E501 4 FRAME HEAD/SILL/JAMB 6063-T6 - 2 E502 4 VENT 6063-T6 - 3 FY108 AS RECO. GLAZING BEAD (5/16' LAM. GLASS) 6063-TB - 3A E505 AS REGO. GLAZING BEAD (INSUL LAM. GLASS) '6063-T6 - 3B FYI09 AS REQD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 4 E508 AS REQD. SNUBBER - VENT, FULL LENGTH 6053-TB - 4A E509 AS REQD. SNUBBER - FRAME, FULL LENGTH 6063-TB - 5 E505 OPTIONAL SCREEN FRAME 6063- 5 - 7 #10 X 1-1/4" AS REQD. FRAME AND VENT ASSEMBLY SCREWS H WH SMS 8 E203 AS RE0O. BULB wEATHERsTwPWG, DUROMEIER 65 SANTOPRENE ULTRAFAB 9 E203 AS RE00. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB 10 35.1200.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) #10 X 5/8- SOS 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 12 - 6/ VENT KEEPER STEEL - 13 - 1/ VENT ROTO OPERATOR ZAMAK/5TL TRUTH 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 15 FY720 AS REQD. FLUSH FRAME ADAPTFR ANTI SAG SKATE 6063-T6 OPTONAL 16 - 3 NYLON M&M PLASTICS 17 /10 X 1-1/4" 2/ SKATE FH BOB SKATE SCREWS - - EPDM SILICONE - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" O.C. DUROMETER 80±5 SHORE A FRANK LOWE 18 AS REQD. Fh SMS SNUBBER SCREWS 19 - 2/ LITE SETTING BLOCK, 3/16' X 3/4' X 4" LONG 20 FLB-50 - CLASS SPACER - 1/8" HIGH 21 - I - INSUL GLASS EDGE SPACER ST. STEEL i CARDINAL XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.DO4 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8' P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS OPERATOR: ••• ••• • • • • • •• SINGLE ARM ROTO OPERATOR •#52,13.01: B% tUl:' LOCATED AT SILL END • • • • FASTENED WITH (6) #10 X 1" P•PH SM5 • • • • OPERATOR TRACK #30175 AT OTTDT.1•AL • • • • • • • • FASTENED WITH (2) #10 X 1" P PH SMS • • , u'a "�' PC-lolhLb • • • • ctPireLio�lOax zl .. . . • • • • • • Y;:1aa tJa'lo P° C4scrnl ANTI —SAG SKATES_ • • 000 • • VINYL ANTI -SAG SKATES;? 'M&M•PLASTICFs' • (2) AT LOCK STILE AT 6s3.' Flab 1DPAOAOM LS• (1) AT BOTTOM RAIL AT 4i FROM•L�SAI CK S * • EACH FASTENED WITH (2) #10 X 1-1/4" P FH Stl* ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • jl uo w o I z �m J C q a IL 4 m Oa0 o: V i IL 0tor 05,gm O a 8 °.3t2. Q 20 n Z 0 m J O D E � Q W 01 f F ENS '••'C7 � I •� _ drawing no. )RIDPA';�1�, yy 1 1-05 1. �/ :,10 w 0 � 'L r 3 O e•i� IL a i Z 1 a 74 O U O O O g� got � OG -- to — 8 14 pa°coa 110-A #NU � / O / 3 V ^n w z i 3 rM O oM � _I I 3 200 L O poo Q N J v N Q 'n ww w W co:� C--- VENT CORNER FRAME CORNER % t� a oo ••• ••. . . . • . .• `o's • • . • . . 0 • • • • • �P '' cErasF •. kEVISED smrnpiyity5 w�ih tlx Ftcmt� i N �_ • • • • • ncaeptma No • • • • • • • • • • • • oq—rum Dme • • • • • • • • • • gv ATE OF dgrowinno-05 • • • • • • • • • • • • • MLaei Dede P�ductCpMni ORIDP.•' �� ` NAL ////ttiitttN sheet 6 of 6 MIAMI DADE ._ MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Eco Window Systems, LLC 8502 NW 80`e Street Medley, Fl. 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and Ile AHJ may immediately revoke, modify, or suspend the use of such product or material -,yithirr their j * 'Wiction. ...... RER reserves the right to revoke this acceptance, if it is determined by Miami—IJ'ade• County Rvoduct • • Control Section that this product or material fails to meet the requirements of -the applMObuildingc icoe. *go*:* This product is approved as described herein, and has been designed to comply wit��e Florida Building � Code, including -the High Velocity Hurricane Zone. • 0000 • • 0 • � � • • 00 go DESCRIPTION: Series "ECO--Guard Clipped" Aluminum Tube Mullion — I-MLI.• • o ..., • • APPROVAL DOCUMENT: Drawing No. _M14-01 Rev. A, Series titled `'A1-umin4m Tube Iffi lion", • • • • • • •.. sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17„ prepar••ed by Al'Farooq •. Corporation, signed and sealed by Javad Ahmad P. E., bearing the Miami Dade �ourjty Proc;xA •(:ontrol ' • • •' • Section Revision stamp with the Notice of Acceptance number and Expiration date. b.,; the N�iar� Dade o • • o e o County Product Control Section.' 0090 • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, s-e.ries, 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 ol'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 No. 14-0529.16 consists of this page 1 and evidence pages E—1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-1218.14 MIAMbDADE CqUNM—i Expiration Rate: October 23, 2019 Approval Date: February 22, 2018 0L/tt I t� Page I Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0529.16 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation, signed and sealed by Javad Aharad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test; per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of a clipped 44"inum mullion at fixed windows, prepared by Hurricane Engineering: & ��sting,•o s ~I est • • Report No. IET148-2192A, dated 01 /15/09, signed and seale(f t Candi46 Z � f ont, • ... .. .. , P. E. ...... ...... 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201.-,b4 • • • •: 2) Cvclic Wind Pressure Loading per FBC, TA9�2Q6-094 along with marked —up drawings and installation diagram oVJ0C1lpped,afum�num•.:..• mullion at a fixed window/ a single hung window, prepared by�JV;A cane EAJ lMeering• • • •; - & Testing, Inc., Test Reports No.'s BETI-08-2192B and NEW* 8-2166C, both dated 01/15/09, signed and sealed by Candido F. Font, P. E. : 0 • 4. Test reports on: 1 Air Infiltration Test per FBC TAS 202-94 •. . 2) Uniform Static Air Pressure Test; Loading per FBC, TAS0 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 241 1.32.1, and TAS 202-94 along with marked —up drawings and installation diagram of a clipped aluminium mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. IIETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, .complying with FBC-2010 and FBC 51" E-dition (2.014), prepared by Al—Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge i1'1. Plasencia, P. E. P .-duct Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 E-co Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENT'S 1. Statement letter of no financial interest, conformance to and complying with FBC-2010 and FBC 5`" Edition (2014), issued by Al—Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s BETIA8-2192A, HETI4$219213, HET148-2166A and HET148-2166C, all issued by Hurricane Engineering & Testing, ine., dated 01/15/09, signed and sealed by Candido F. Font, P. E. .... 4. Proposal No. 08-0236 issued by the Product Control, dated 0( /0; /08, .9igfetl by .... Manuel Perez, P. E. .. ; •; • • .. .0 000040 ...... G. OTHERS • ... � • • ... • 1. None. •••• •. .. 000*0 2. NEW EVIDENCE SUBMITTED :0*0*0 ' "' " • • ••• •• .A. DRAWINGS 1. Drawing No. M14-01 Rev. A, Series titled "Aluminum Tube Muilior[•,'Sheets 1, • through 9 of 9, dated 05/19/14 with the latest revision dated 11!1'9/l r p_rep��r�d.b�y Al i'•'•; Farooq Corporation, signed and sealed by Javad Alin ad, P_ E. fee* B. TESTS 1. None. C. CALCULATIONS 1. Structural analysis, complying with FBC 6` Edition (2017), prepared by Al—Farooq Corporation, dated 11/30/17, signed and sealed by Javad Ahmad, P. E. D_ QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-2 arge M. Plasencia, P. E. Prod ct Control [Tait Supervisor NOA No. 17-1218.14 Expiration Date: Oeto-her 23, 2019 Approval Date: February 22, 2018 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F_ STATEMENTS 1. Statement letter of conformance to FBC 611 Edition (2017) and of no financial interest, issued by Al—Farooq Corporation, dated 11/14/17, signed and sealed by Javad Ahmad, P. E_ G. OTHERS 1. This NOA revises NOA #14-0529.16, expiring on 10/23/19. .... .. .. ..... • • •ffff • •.•• ffffff • • ffffif Jorge M. Plasancia, P. E. Pro uct Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 E-3 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULUONS USING MULLION PROPERTLFS ONLY NOTES: THIS PRODIXT HAS BEEN DESIGNED AND STED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDMON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). ALL GLAZING PRODJCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE'. WIND LOAD, WATER INFILTRATION, FIX2CED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 26Y W000 SUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. .ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF`S INSTRUCTIONS SPECIF:EII EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSNG OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. All SHIMS TO BE HIGH IMPACT, NON-METIALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROV:OE INFORMATION FOR A SITE SPECIFIC PRQIECT, `. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECM4G THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESSTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REAEWED BY BUILDING OFFICIAL INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR. OPENING. STEP 2 USE MAMi-OADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH S7<P 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS STEPS ON S7EF7 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE TUBULAR SHAPES (••-2.000 ALLOY = 6063-T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING • •• • • • • ••• • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florida Building Code • • • • • • • NOA-Nov 1 j-1218.14 � • � � � � • Expira�onbat 1 3/2019 • • • • • • • • : • • Miaml� rot t Control • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • il �%ftu z o-W O Z .• A F W Q f ? N 0 6 0w2 0X a N LL O H � N n 0 13L It z m Q W j 1i b {L Z N O ID m Q W Q f v \`\ A# S.' V�BNSF o •, I LIZ 14 14 I••�!.STOF !y`�// drawing no. 1.000 125 F 12`_ 4.D00 Ix = .9502 IN\4 Ix = 2.0374 IN\4 I Sx = .6335 m\3 Sm = 1.0187 IN\3 1 X 3 1 X 4 STD. MULLION STO MULLION 6063-T8 5063-T6 1/2- (I MIN. ANGLE CLIP 6063-T6 �{ ,.000 .375 .125 3.000 .375 Is = 1.538 IN\4 Sx = 1.0254 M\3 1 X 3 CUSTOM MULUON 6063-T6 Nzsii OPT1/2- MIN.. MIN_ MU.UON CLIP 6063-T6 j 1.000 4.000 .125 .375 T Ix = 3.1878 IN\4 Sx = 1.5939 I14\3 1 X 4 CUSTOM MULLION 6063-T6 (�- 2.000 1, 125 125 4.000 Ix = 2.9762 IN\4 8x = 1.4881 IN\3 2 X 4 STD. MULJON 6063-T6 m NCTCd �I ////11 •• •. OPTIONAL �I �/• 2. • R4N. • •.• i/2- MIN. •• ••0 MULLION GLIP 8053-Tfi • 125 H Ix = 8.2757 IN\4 Sx = 2_7586 IN\3 2 X 6 STD. MULLION 6063-T6 • • • . •• PRODUCT REVISED as complying with the Florida Building Code Noa-N.. 17.121 & 14 • • • • • Expir4q,-Dqe W-123t2019 • • • • 4u - miam' a or:Vct Control • •.• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Ix = 152031 IN\4 Ss = 5.01577 IN\3 2 X 6 F!�."W MULLION 6063-T6 �%.0 z �m O Z N 0Hp9��m U N h V �ptiri 0ano.+ � C v H D m Q 9) LL N tLz°j •O m z c < Q °.I. 01 f f U Z O n D I, j v to w ILI } or m cr, N F- ~ 3 Ln n F0 Z E 2 o �I O oQ w aIILI FN3a �. n 1'. TATE OF :.dl&9� drawing �c�a�•-• _��..� .I M14-01 I� DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WI(,TDOW DIMS. WIDTH (W) yULL SPAN I X 3 STD. 1 X4 STD. 1 X 3 1 X4 CUSTOM CUSTOMS 2 X 4 STD. 2 X 6 STD. 216 HEAVY 19-1/8" 26-1/2' 42" 48" 54" 60" 66' 72 38-3/8' 120.0 120.0 1z0.0 120.0 120.0 120.0 120.0 120.D 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120L 120.0 1237" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 k2l120.0 12110 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.G 120.11 110.0 j 120.0 120.0 120.0 112.5 120.0 120.0 120.0 123.0 120.0 120.0 102.3 120.0 120.0 120.0 120.0 120.0 120.0 93.8 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 26-1/� 30' 3Y 42" 48. 54' 60" 66' 72" 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 12.0.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200. 120.0 120.0 1 120.0 120.0 120.0 116.8 120.0 120.0 12O.0 120.0 120.0 170.0 120.0 170.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120L 120.0 103.8 120.0 120.0 120.0 120.0 120.0 120.0 93.4 120.0 120.0 120.0 120.0 120.0 120.0 94.9 120.0 120.0 120.0120.E 120.0 120.0 77.9 120.0 !20.D 120.0 120E 720.0 120.0 19-1/8' 26-1/2- 30" 37' 42" 48' 6 66' 72- 1 50-5/8" T20.0 1120.0 120.0 120E 1ZD.0 T20.0 i20.0 120.0 1E 1 120.D 120.0 120.0 120.0 120.0 120.0 120.0 1200. 120.0 120.0 120.0 120E 103.1 120.0 120.0 120.0 1 120.0 120.0 120.0 908 120.0 120.0 1LD.0 1 120.0 120.0 120.0 79.5 120.0 1200. 120.0 120.0 120.0 120.0 70.6 1125 111.8 1200. 120.0 120.0 120.0 53.6 101.3 100.4 120.0 120.0 120.0 1 120.0 57.8 921 913 120.0 120. 12D.D 72Q120.0 53.0 84.4 83.7 120.0 20.0 10 120.0 0 19-1/3 F-1/2' ' 30" 37' III 42' I 48' 54" 60" 66' 72 63' 1 ' 120.0 120,0 120.0 120.0 I 120.0 1 120.0 1 120.0 89.0 120.0 1200. 120.0 120.0 ( 120A 120.0 78.6 120E - 120.0 120.0 ' 120.0 120.0 120.0 63.7 104.3 1032 120.0 120.0 120.0 120.0 58.1 91..9 1 90A 120E 120.0 112(1-0 120.0 43.1 80: T7c_.5 120.0 108.3 120.0 120.0 120.0 43.7 71.5 70.7 111.5 120.0 120.0 393 643 63i6 975 I 10Q3 120 2 1 120.0 35.7 59 s 57:8 88,6 912 120E 120.D 32.7 53.6 53.0 Si.3 83.6 120.0 120.0 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1 X 3 STD. 1 X4 STD. 1 X3 1 1 X 4 CUSTOM CUSTOM 2 X 4 M. 1 2 X 6 I STD. 2 X 6 HEAVY WIDTH (W) MULL SPAN 19-1/8' 2fi-1/z' 30' 37' 42" 48, 54' 60" 66" 72' 1 74-1/4' 75.3 120.0 120.11 120.0 120.0 120.0 120.0 54.3 103.4 88.0 120.0 120.0 120.0 120.0 48.0 91.3 77.7 120.0 120.0 120.0 120.0 38.9 74.0 63.0 111.9 116.3 120.0 120.0 34.3 652 55.5 98.6 102.4 120.0 120.0 30.0 57.1 48.6 86.3 89.6 120.0 120.0 26.7 50.7 43.2 76.7 79.7 120.0 120.0 24.0 45.7 38.9 69.0 71.7 120.0 120.0 21.8 41.5 35.3 627 652 119.7 120.0 - 38.0 324 57.5 59.7 1 109.7 120.D 19-1/8" 26-1/2' 30' 37- 42' 48" 54' 60" 66' 72- 84" 52.0 110.6 84.2 120.0 120.0 120.0 120.0 37.5 798 60.8 120.0 117.7 120.0 120.0 33.2 70.5 53.7 106.3 104.0 120.0 120.0 26.9 57.2 1 43.5 86.2 84.3 120.0 120.0 23.7 50.4 38.3 76.0 742 120.0 120.0 20_7 44.1 33.5 6S5 65.0 170 120.0 - 39.2 29.8 59.1 57.8 113.5 120.0 - 38.3 26.8 53.2 52.0 1022 120.D - 32-1 24.4 48.3 473 43.3 92.9 1Z0.0 - 29.4 22.4 44.3 05.2 120.0 19-1/8' 26-i/2' 30' 37' 42' 48' 54" 60' 66' 7, 96' 34.8 74.8 56.4 11E9 109.3 120.0 120.0 25.1 54.0 40.7 844 78.9 120.0 120.0 22.2 47.7 1 36.0-74.5 29.2 1 50.4 69.7 120.0 120.0 - 38.7 56.5 120E 120.0 - 34.1 1 25.7 532 49.8 110.9 12C.0 - 29.8 22.5 46.6 43.5 97.0 862 120.0 120.0 - 25.5 - 41.4 38.7 - 23.8 - 37.3 34.8 77.6 120.0 120.0 - 2!.7 - 33.9 31.7 1 70.6 - - I - 1 31_1 29.0 64.7 1183 19-1/8' 126-1/2' ff 30" 37" 42" 48' 54' 60 66' 72- I I I 108" - - - 112.1 76.8 1 120.0 120.0 59.3 55.4 12C.0 120.0 = = = 523 49S 120.0 120.0 - - - 42.4 39.7 i 98.7 120.D r I - - - 37.4 32.7 35.0 57.0 120.0 - - - 30.6 76.1 120.0 - - - 29.1 27.2 67.6 120.0 26.2 24.5 60.9 111.3 _ 23.8 22.2 55-3 101.2 _ - 21.8 20.4 50.7 92.7 ALL LOADS ARE EXT.(+)/1NT.(-) NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BEPNEEN WIDTHS ALLOWED) MULLIONS DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X3 STD. 1 X 4 STD. 1 X3 CUSTOM 1X 4I2 CUSTOM X4 STD. 2 X 6 STD. 2X6 HEAVY WIDTH (W) MULL SPAN 19-1/8' 25-1/2- W. 37' 42' 48" 54' 72" 120' - - - 59.9 56.0 120.0 120.0 - - - 43.2 40.4 110.9 120.0 - - - 382 35.7 97.9 120.0 - - - 30.9 28.9 79.4 120.0 - - - 273 25.5 69.9 120.0 - - - 23.8 22.3 61.2 111.8 - - - 21.2 - 54.4 99.4 - 49.0 89.5 - 44.5 81.3 - - - - - 40.8 74.6 19-1/8" 25-1/2' 30' 37" 4Z' 48' 54' 60" 66' 72' 132' - - - 45.0 42.0 118.8 120.0 - - - 32.5 30.3 84.3 120.0 - - - 28.7 26.8 74.5 120.0 - - - 23.2 21.7 60.4 110.8 _ _ _ 2 05 1 - 1 532 97.6 - - - - ( - 48.5 85.4- - - - - - 41.4 75.9 - - - - - 372 68.4 - - - - - 33.8 62.1 - - - - - 31.0 57.0 19-1/8" 26-1/2- 30' 37' 42' 48' 54' 60' 72' - - - 34.8 32.4 90.0 120.0 - - - 1 25.0 23.4at - - - 22.1 20.6 - - - -- - - - - - 41.0 1 75.2 1 - - - - - 31.9 58.5 - - - - - 28.7 25.1 52.6 47.9 - - - - - 1 23.9 43.9 ARCHES TO BE INSCFCSM M2ONTA1 MILLION INSME ii CTANWILAR SWE-\ GLAZING PRODUCT T``\\�•, 31 i MUWON z GLAZING I GLAZWG a z PRODUCT PRODUCT j y I GLAZING GLAZING I PRODUCT PROOUCI W7 W2 MLILLICN SPAN •• ••• • • • • • •• • •• • • • • • AiE•• 1WIQ1 L, ML'lLJQV *\RR4N:ENiS• • • • • • • • • • • PRODUCT REVISED WIDTH (W) = W7 s complying with the Florida 2 Building Code Non -No. 17.1218.14 • • 000 • • • %.pioojl Date 10123/2019 • • • • • • • • • •a1D Product Contml • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �\\t\:1\111111/ 7fi I ll�� 0�.7ATE OF 7R�1y drawing no. 1 / M14-01 DESIGN LOAD CAPACFPY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3 WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE �� a WIDTH (W) MULL SPAN A2 A4 A6 B2 B4e Bob WIDTH (W) MuLL SPAN A2 A4 AS E2 114a 134b MOTH (W) MULL SPAN A2 A4 A8 B2 R4a I B4b 19-1/8" 26-1/2- 30' 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8 26-1/2' 30' 37' 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8' 26-1/2- 30' 37' 97.9 120.0 120.0 82.7 964 120.0 Z a Q Z n m 120.0 120.0 120.0 120.0 114.2 120.0 120.0 731 105.4 120.0 70.6 120.0 120.0 45.3 65.2 I 90.6 120.0 120.0 120.0 120.0 120.0 120-0 120.0 120.0 100.8 120.0 120.0 646 93.1 120.0 62.4 50.6 108.8 120.0 40.0 57.6 80.0 120.0 101.4 120.0 120.0 81.8 120.0 120.0 52.4 75.5 104.8 882 120.0 32.4 46.7 64.9 120.0 120.0 120.0 82.3 120.0 120.0 72.0 120.0 120.0 452 665 92.4 44.6 39.0 118.6 28.6 41.1 57.1 42' 48' 38-3/8' 42- 48' 74-1/4' 42' 48' 120" 77.7 d w C� IQv µ1 120.0 120.0 120.0 78.2 112.6 120.0 63.0 109.9 120.0 40.4 I 582 80.8 68.0 102.0 25.0 36.0 50.0 108.4 120.0 120.0 69.5 100.1 120_0 56.0 97.7 120.0 35.9 51.7 71.8 34.7 60.4 90.7 1 22-2 32.0 44.4 54' 60' 54' 60" 54" 60" O N O (? Q 97.6 1 120.0 120.0 62.5 90.1 120.0 50.4 1 87.9 120.0 1 32.3 48.5 1 64.6 31.2 54.4 81.6 20.0 28B 40.0 88.7 81.3 120.0 120.0 120.0 56.9 81.9 113.7 45.B 79.9 119.9423 58.8 28.4 49.5 74.2 - 262 36.4 66' 72' 66" 7Z" 66' 72' Q' C m Q 0. O Q c •1 120.0 52.1 75.0 1042 42.0 733 109.9 26.9 383 5}.9 28.0 45.3 68.0 - 24.0 33.3 19-1/8' 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2' 120.0 120.0 120.0 89.8 120.0 120.0 19-1/8' 26-1/2" 59.0 120.0 120.0 57.0 821 114.1 91 015 O Q Z. j� 120.0 120.0 120.0 120.0 120.0 120.0 100.9 120.0 120.0 64.7 93.2 120.0 64.2 112.0 120.0 41.2 59.3 82.3 120.0 120.0 120.0 114.3 120.0 120.0 89.1 57.1 823 1143 56.7 96.9 120.0 36.4 52.4 727 30' 37' - 30' 37" 420.0 120.0 30" 37' (: Z 15 2 m w 1.20.0 120.0 120.0 92.7 120.0 120.0 723 120.0 120.0 46.3 66.7 927 46.0 802 120.0 29.3 42-5 59.0 120.0 111.4 1Zu 12C.0 Bi.6 117.6 120.0 63-7 111.0 120.0 4CE 58.8 514 40.5 70.6 106.0 26.0 37.4 I 51.9 42' 4A' 54' 42' 42' 46' 54' 84" I 81.6 71.4 42' 48' 54" 132" `nO 120.0 120.0 71.4 102.9 120.0 55.7 97.1 120.0 35.7 35.5 61-8 927 227 32.7 45.5 I m 99.0 120.0 120.0 63.5 91.4 120A 495 86.3 120-0 31.7 45.7 6}.5 31-5 54.9 82.4 202 29.1 40.4 89.1 120.0 120.0 57.1 823 114.3 44.6 77.7 116.6 28.6 41.1 57.1 234 25.8 23.6 49.5 74.2 - 26.2 36.4 60" 66' 72' 6C" 66' 72' 60' 66' 72' Z O J j ^3 vi 81.0 74.3 1200. 120.0 120.0 1 51.9 74.8 1 103.9 40-5 70.6 106.0 26.0 37.4 51.9 45.0 41.2 67.4 - 23.8 33.1 120.0 47.6 68.6 95.2 37.1 54.8 97.1 23.8 343 47.6 61.8 - 21.8 30.3 19-1/8- 25-1/2- 30' 42' 54' 60' 66' 72' S0-5/8'92.4 I 120.0 170.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2" 30' 37' 42' 48'96' 54' 60' 66' 72' I I 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8" 26-1/r 30' 37" 42' 48" 54" 60' 65" 72' 14+ 01.6 120.0 120.0 52.3 75.3 104.6 J I co , Z I Q llJ F- ✓) C119.9 O m r1 Z _j A Z ,� C) -. E w 120.0 120.0 12D.0 197.3 120.0 120.0 120.0 88.3E120.0 78.0 12D.0 55.6 815 113.2 5" 1026 120.0 37.7 54.3 75.5 120.0 120.0 120.0 94.8 120.0 12AA 50.0 720 100.0 52.0 90.7 120.0 33.3 1 48-0 56.7u 120.0 120.0 76.9 110.7 120.0 63.2 12000 405 58.4 61.1 422 735 110.3 27.0 38.9 54.i 105.7 120.0 120.0 67.7 97.5 120.0 55.7 120.0 35.7 51.4 71.4 37.1 64.8 97.1 23.8 34348' 120.0 120.0 59.3 I 85.3 118.5 48.8 1200. 31.3 45.0 62.5 32.5 56.7 85.0 20.8 30.0 41.7 622 120.0 120.0 52.7 75.9 105.3 94.0 68-2 43.3 I 75.6 113.3 27.8 40.0 55.6 28.9 50A 75.6 - 26.7 37.0 74.0 120.0 120.0 47.4 68.3 39.0 68.0 102.0 1 25.0 36,0 50.0 25.0 45.3 68.0 - 24.0 672 117-2 120:O 43.1 62.1 355 61.5 92.7 22.7 32.7 I 45.5 2},6 412 6i.8 - 21.8 3C.3 61.6 107.5 120.0 39.5 1 56.9 79.0 32.5 $6.7 85.0 20.6 30.0 41.7 21.7 37-8 56.7 - 20.0 1 27.B 19-1/8' 26-1/2" 30' 120.0 120-D 118.9 120.0 120.0 120.0 120.0 120.0 120.0 1195 86.3 762 120.0 120.0 109J 120D 120.0 120.0 19-1 /8" 26-1/2' 30' 108.8 785 692 120.0 120.0 120.0 120.0 120.0 120.0 69.7 50.3 44.4 100.4 I 72.5 64-.0 120.0 1DO.6 55.9 TyPrAL \ Y- ARCHES 70 BE INSCRIMM 7ypIG1 rIH510E RECTANOIAM SVPE �µ I �HORIZGNTAL MULLION W co: n O 37' 42' 96.4 84.9 120.0 1.- 120.0 120.0 61.8 54.4 89.0 78.4 120.0 105.8 37' 42' S62 49.5 98.0 W3 120.0 120.0 38.0 31.7 51.9 45.7 72.1 0.5 _ ` CLAZ \} PRODucr ` 48' 63' 74.3 120.0 120.0 47.6 68.6 952 A8' 108" 433 75.E 113.3 27.8 40.0 55.6 1 54' 60' 66" 72- 66.0 S9.4 54.0 49.5 115.1 iC3.6 942 86.3 120.0 120.0 120.0 120.0 42.3 3B.1 34.6 1 31.7 fi1.0 54.9 49.9 35.7 84.7 76.2 69.3 63.5 54' 60' 66' 72" 38.5 34.7 31.5 28.9 67.2 60.4 54.9 5C.4 100.7 90.7 82.4 75.6 24.7 222 20.2 - 35.6 32.0 29.1 1 26.7 49.4 44.4 40.4 37.0 �MUWON GLAZING GLAZV4G . ANCHOP. PRODUCT PRODUCT �ET4L #1a 3 1) ( GLAZING CLAZiNG PRODUCT PR000Cf ANCHOTYPICARS ANCHORS I m Q i ALL LOADS ARE EXT.(,)/INT.(-). PiCAL ANCHORS w ws_ i 61ULL'ON SPAN m NOTE: c o ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOP. ANCHORS DESCRIP ION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) Ai�CT�t'ORS • • • • • • • • • TWIC.A� 4AULLION ARRANGEMENTS i i ••i i i i • `111U1un11rr//7 • • • • • • • i �w) - 2 or -sF''• • • • • • • • • • • • PRODUCT REVISED _ TOEX =` as -plying with the Florida : Building Code _ NOA . 17-'1216.i4 - It • • • •: • ExprAoe��123/261 So • • •/, LATE OF ({/�� :•. ` _.- . . \�`�' ° o�.•C" M • • • • • • Mia e • �d: ct Con. of • • /A/// Al- 110` ` o lrl I drawing no. M14-01 Lsheet 4 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP (1 ON EACH W9NG) 1 PER ANGLE \ �NCR R I \ \ OR I MREI \ \ AL U L /2X [FLOATING I I CLIP 7 11 11 2 X 1/8' I I I I SNUG FIT INSIDE MULL U U ALUM ANGLE j114 SMS !� t #14 SMS 1-3/4" O.C. MPL 4 P.R CUP I I 1-3/4' O.C. — I 2 PER ANGLE ! 1 1 M ANCHORS TYPE `A2' TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) 114 SMS-I / j 1-3/4- 0-C. MIN. 4 PER CUP T- ANCHORS TYPE `A4' TYPICAL ANCHORS 2 PER ANC E �1\ \ ��\ R CUP INSIDE MULL 114 SMS 1 -3/4' O.C. U.N. 2 PER ANGLE X 1/8' ANGLE TYPICAL ANCHORS: ANCHOR TYPES SUB_RRATE MIN. DZED]MIN. EDGE DISi. 1/4' Dtk ULTRACONS BY 'ELCO` - CONCRETE I 1-3/4' 2-1/2' (F-177 KSI, Fy=KSI155 ) 1/4- DIAL SELF DWWNG SCREWS METAL 1/8" 3/4" (GRADE 5 CRS) CONCRETE - f'c - 3000 PSI MIN. METAL - 1/8' MIN. THK. STEEL Fy = 36 KSi MIN. 1/8" MIN, THK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX OR FIAT HEAD. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MU11O15. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BPJMINOUS PAINT OR WATER -WHITE METHACRYLAic LACQUER U "3 m4` o' rl Z q n Ci o Q i L 3 10% 'OL a�W � �o� k O�i'a� C1oWa 0wi-to 8 0 H. w a 0 LLZm_� Q W Cm•1 f F d UJ J O vi J 2� w w W 1r ~ 3 to N M Z J c Z Z 3w f 3Z� n 7 Q L) U W w�� • • • • • • • • • \t\1111111/�1.gj PRODUCT REVISED $ y. as complying with the -Florida Building Code !aOA-Ho. 17-1218.14 •• ••• • • • fi • • • • • • 13c'Irayon •at.10/23/2019 0 ATE OF � ly�� drawing no. • • • : • • • • • • • Mia ::a : •duct Control 7YYY'QIilT�1" t \t�\t\ sheet 5 cf 9 , ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICALANCHORS ACH WING) 6 PER CLIP (3 ONNEACH 3 PER ANGLE M 6 U II II a T � 11 1 I N ® ® ® + I S _____ L________________J II II I I V 4 I I II I ; GJP I1 i I I I FTT INSIDE MULL SNUGI FIT SNUG L1 1-3/4' O.C. MIN. I� 1-3/4. O.C. MN. I 6 PER CUP I� 3 PER ANGLE *0- 0 TYPICAL ANCHORS TYPE `A6' 2 X2A 1/8' ALUM ANGLE TYPICAL ANCHORS: ANCHOR TYPES I SUBSTRATE MIN. EMBEU. M;N. EDGE GIST. 1/4- DIA. ULTRACONS B/'FLCO' CONCRETE 1-3/4' I 2-1/2" (Fu=177 KSI. Fy=155 KSI) 1/4' OIA SELF ORILUNG SCREWS METAL 1/8- 3/4' (a-ADE 5 CPS) CONCRETE = f'c - 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8- MIN. THK. ALUMINUM (6063-T5 MIN_) ANCHORS MAY BE HEX OR FITS HEAD. ALL CLIPS AND ANGLES TO FTT SNUG INTO TJBE MUWONS. CUPS OR ANGLES CONNECTED 04RECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• PRODUCT REVISED aS complying with the Florida Building Code NOA-No. 9 7-T215,14 •• ••• • • • • • •E:.0ralln Da 006?3 00 •By • • • • • •Milmi-0 Pmdudt CWtrc* ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • P-'" •2T i I o i p I� I . � • .,� � •.,gam \ `\ N& 05g4 o I ��•• A7E CF '.�y� drvwing o /.))))Rd�L1Y1�� IShett 6 of 9 TYPICAL ANCHORS TYPICAL At 2 PER CUP (1 ON EACH WING) 1 PER •\\ \\ \\\ — � 1 I 1 � IL_________J u 4 FLOATING CLIP j SNUG FIT INSIDE MULL �14 SMS I #14 SMS 1-3/4- G.C. MI.N. 1-3/4. O.C. MIN, 4 PER CLIP 2 PER ANGLE I z a ANCHORS TYPE 'B2' T 1 1 9 I 1 I I I TYPICAL ANCHORS 4 PEP CUP (2 ON EACH WING) CUP 14SDE MULL #14 SMS 1-3/4' O.C. MIN. 2 PER ANGLE #T4 SMS 1-3/4' O.C. M!NN 4 PER CUP NCHORS TYPE 'B4a' II II 2 x 2 x U ALUM ANGLE TYPICAL ANCHORS 2 PEH ANGLE \ OR 4. ' 'W O I a_ FW in Q'oo`m O wN dot � O V N ti n O�>r' OREMOWcoJ (a n N K m Q W jtZ N u. Zy_ t7 f00� v Q . 0 F � O m J1 Z J O TYPICAL ANCHOPS: I :) Ll ANCHOR TYPES SU95TRATE MIN. EMBED. MIN. EDGE IIIST. En F- l..l /4• DVk ULTRACONS BY CO''ELMASONRY 1-3/4' 2-1/� W } C (Fu-177 KSI, Fy-155 Ks) WOOD 7-1/2' 1' m (n N m I 3�«n Q O WOOD - 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = C.55 MN. j �+ MASONRY - C-90 HOLLOW/FILLED BLOCK f'm - 2000 PSI MIN. IBY OP, 2BY WOOD BUCKS NOT BY EDO WINDOW 7 n MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSEM AND TRANSFER THE7d TO BU, DING STRUCTURE l a U m w Il! ANCHORS MAY BE HEX OR FLAT HEAD. I II I II I I i211 21 1/E' I U ALUM ANGLE •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• Lu a a "I PRODUCT REVISED ' as ccmpiyirm with the Florida Building CCoodd® • • • • a IiOA-No.e 7-iT'I8.'14• �• �Ex�ilai0, tat 0 3r10f) • • • • •BY • • 4jiam' Produyt��tro •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J�6, 7p-` � 1 .-•- ZOF ty; drawing no. .zi`s kFk(((4�:°P'•,�,��/ I M 14-01 s/�NALIIIIII1� \�` sheet 7 of 9 4.V w TYPICAL ANCHORS TYPICAL ANCHORS Z n m Z 4 PER CLIP (2 ON EACH WING] 2 PER 'ANGLE 0 #14 SMS 1-3/4' O.C. MIN. 6 PER CLIP NCHORS TYPE `BW �I CUP INSIDE MULL 11 114 SMS 1-3/4- O.C. MIN.7 DLE 3 PER ANCLE 2 X 2 X 1/B' ALUM ANGLE C O p A Ou�`0 QLiv'm r � V off. o-m o Q CL0� �00�2 N N O m a W Z I q^ LL ZN_o Rp j ii aWAF U � z J � Z m O J V) � TYPICAL ANCHORS: ANCHOR TYPES a- DLl ULTRACONS 9Y 'ELCO` SZ1B5?•T: MASONRY MI.N. EMBEO. 1-3/a" MIN. EDGE DISi. 2-1/2" W j iN W } K Ln (Fu-1TI Xsl, Fy-155 KSI) WOOD 1-1/2" 1' O0n WOOD 213Y WOOD BUCKS OR WOOD STRUCTURE S.G. = O.SS MIN. j O m �+ Z W MASONRY = C-SG HOLLOW/f1LLED BLOCK f'm = 2000 PSI MIN. _Z m 3 IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW I J O p MUST SUSTAIN LOADS IMPOSED BY GAZING SYSTEM AND TRANSFER Q t7 THEM TO BUILDING STRUCTURE. W w F ANCHORS MAY BE HEX OR FLAT HEAD. O 1/ PRODUCT REVISED = ,1 as complying with the Florida = Building Code Noa-No. 17.1218.14 • • • • : • • • • • • 4.iratIv DT e 1 /2019 d OF (y�� drawing no. XN • • •• • • • miam -0a oQycttontroi •iY�Y �IZI%a�-1`�``` i5hec: 8_�f 9 • • • •• • • •• •• • • • •• •• ••• • • • ••• • • p14 SMS SEE CHART FOR OUANTTTIES TUBE MULLION ------------ ------- ANCHOR NO. OF CHART SCREWS 114 FH SMs 2 TYPE Pg 3 2/ SIDE I 1/8' THICK ALUM CHANNEL IJ NGTH TO FIT SNUG INTO MULLION TUBE MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAUL( JOINT AFTER A--EMBLY #14 FH SMS -1-1/2' O.C. MN. ACCESS HOLE SEE CHART FOR 0U/UfRT1E5 I � I THIS SCREN CAN BE FH INSTALLED IN EITHER I J 21 PER CUPS C'RECTION 7 . � I I 1' O.C. MIN. I I I I I 1-3/4` X 2' % 1/8- (FOR 28Y TUBE) 3/4- X 2' X 1/8- FOR (1 BY TUBE)- ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO META_ CONNECTION J14 SMS SUBSTRATE Ed. = MIN. EDGE DIST. !MIN. CL TO CL SPACING ALUMINUM 5/R' 1/2' •• ••• • • • • • •• PRODUCT REVISED as complying with the Florida Building Code NOA-Na. 17-1218.14 ..... • . . . . '9xPlrati fn Lyle 1d/ /2019 • • • • • • • Mi. -Da roiucQ5ontrel ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 70582 OF ' C�� drawing oV of �iTT��1�j111� I sheei 9 of 9 M IAM I -DADS MIAMI-DADE COUNTY r PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County PrgdttCt•Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade;Cogf it ) reseAVfhe right to have this product or material tested for quality assurance purposes. If this proatict or matsria'll ils to •. •••••• may * e•'t•*#ng*• and the AI�J y • perform in the accepted manner, the manufacturer will incur the expense of such immediately revoke, modify, or suspend the use of such product or material within.tl0.Vir lurisdiition REIN • • • •; reserves the right to revoke this acceptance, if it is determined by Miami-Dade•'�.pppfy ProtluptJ7.ontroL.... Section that this product or material fails to meet the requirements of the applicable.builcling code.... ..:.. • This product is approved as described herein, and has been designed to comply with * e Florida 43uilding • • • • Code, including the High Velocity Hurricane Zone. • • • • • • • DESCRIPTION: Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I. • • • • • • • APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series-300'Alum:'ixed.Wd". • (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by Al•Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 renews NOA# 17-1102.20 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-1220.06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 /�1 �0 P Ip Page 1 Eco Window Systems, LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • see*** 2) Uniform Static Air Pressure Test, Loading pC•FB'C TAS=94 '. 3) Water Resistance Test, per FBC, TAS 202-W : • • 000 • • • • • • • • • • • • • along with installation diagram of a 97 1/4" wide x 96 1/8" hig%Frq-Guard.series 300:"•': aluminum double fixed window, prepared by Hurricane Enginearaxg & Testing-41c., • • • • • Test Report No. HETI-08-2192A, dated 0l/15/09, signed and sellegby CgAdtdg F. • • • • • • Font, P.E. •• •• •••• •••••• (Submitted under NOA#09-0413.08) • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2Q1-94 : • • • • • 2) Cyclic Wind Pressure Loading per FBC, TA•S eO!-94 : • • • • 0 • • • • 4 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guard%ttfes 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) Manuel P ez, E. Product Control xa iner NOA No. 1 20.06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 518" wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .... 2) Uniform Static Air Pressure Test, Loading jer FBC TASi0e-94 .... • 3) Water Resistance Test, per FBC, TAS 202-94' .' '. along with installation diagram of a 50 5/8" wide x 63 1/4" higXt Guard7series 30(1• •• aluminum fixed window, prepared by Hurricane Engineering &.jq�ting Inc., Test Report No. HETI-08-2195A, dated 01 / 15/09, signed and sealet.lay-Candido F* Zont, • • • • • P.E. ...... .... ..... (Submitted under NOA#09-0413.08) " ' "� • • • . . . . ...... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBq fry; • • Edition (2017), dated 10/13/17, prepared by Al-Farooq Corporation, signed!Md sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc, for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014), with FBC 61n Edition (2017), and of no financial interest, dated October 13, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Manuel Pe z, E. Product Control kxamiAer NOA No. 1 - 0.06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E - 2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. Notice of Acceptance No. 15-0715.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 09/03/15 and expiring on 06/17/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS .... 1. None. . . .... ...... • B. TESTS ...... .. . ...... 1. None. G•e••* • 0000 • .... .. .. ..... C. CALCULATIONS ...... .... ..... • 1. None. *see**.... ...... . . . . ...... D. ASSURANCE • • • • • • QUALITY 1. Miami -Dade Department of Regulatory and Economic Resource UR). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1102.20, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 01/11/18 and expiring on 06/17/19. 'k?je'� - Manuel Perez Product Control Ex in r NOA No. 18-1 .06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-3 -1soe� zsa2 71, Dfi2 ' :47 69 1.813 T� 875 I 1.000 2.611^I .062 FLUSH FRAME ADAPTER h2.75D O FRAME HEAD/SILL/JAMB .750 ---j .61' 3803 .OSpJ� Q GLAZING BEAD F 1.0701 � ;'S ` OSD O ANCHOR COVER ECO—GUARD SERIES-300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH ED70N)/2017 (6TH 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 SHALL BE CORROSION RESISTANT, SPACED AS SHOWN 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 SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. 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 SEAUNG 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 FALS (SURFAC MUNTINS D.L.OPG. APPUED) A OPTIONAL 3 I li II II C n u a u u II II II II I. .I o � u n u n II II II II II II II II II II II II II II 11 It B 3 I fi" . 1z" MAx. HEAD/SILL HEAD/SILL CORNERS kaugZ • GLASS D.L.O. D'MS, D.L.O. HEIGHT = WINDOW HEIGHT — 3.625" D.L.O. WIDTH = WINDOW WIDTH — 3.625" NODUCT RENEVlt'4 eraT:lltag wlth the F/bI r/nflf. Ac; .d c dd•R � 8 a • • • • • • • • • �.� AH THESE WINDOWS ARE RATED FOR NRGE & SMALL WSSILE IMPACT. • • • ��'• SFE �' a SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED DIu1UPbC W with the Florida me ode • • • • • • • • .4eega,• • • • • • • • • % 0 ••. TE Op At drawing no. • • • • • • • I� 81n►D°'k rodret r,.ontrul '%f" .. • RfD .•� •,�.,< uf09 _20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• "SIREN-D. GLASS 3/16' ANN. GLASS i 090" Interlayer yer Trosifol PVB By 'Kuraray America, Inc.' America, Inc.' 3/16" ANN. GLASS HEAT STREN'D. GLASS SILICONE SILICONE o: DOW CORNING 899DOW CORNING 899 C GE SCS 2000 k+GE SCS 2000 i m i m60" m66" ' 'a m5OINTS U ES WIDER8 ON LTFSAT 1/4 PONTS AT 1/4 P WIDER 36' ONLYTHAN 36' DNLY #a X 1-1/4" SMS$8 X 1-1/4' SMS AT 3-1/2" FROM ENDS AT 3-1/2' FROM ENDS AND 10' O.C. MAX. AND 10' O.C. MAX. GLASS TYPE 'C' GLASS TYPE 'D' GLAZING OPTIONS ' IOW-.- WI-DTH.I WINDOW "7TH WINDOW Y WIDTH ,I r- r----� U 3 I q r I WINDOW W WIDTH WINDO WINDOW WIDTH i" 3 ; 1 F7_ L J W�D� r WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH S j I L_ J LE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE BY INSCFCBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS FTSH.I.NIN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. u� � w N O 3 Z a a U DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF ITIITDOX ➢DIS. GLASS TYPE 'C' Gricc TYPE '0' iPWDOA DIMS. GLASS TYPE 'C, CLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) EXT.(+) I--(-) EXT.(+) 1NT.(-) Z m m O W Q M1 �, p boNy ` 1. d N 1pF-. p m LL C U N N a dmc5 OBON XTHAN Q w e42" tD48" Qmf k+Lj 24" 30• 36" 42• 48' 54• 72" 36. 75.0 80.0 80.0 90.0 28-t/2• 37" 53-1/8" 74' 26, 75.0 80.0 80.0 90.0 75.0 80.0 80.0 DOO 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 90.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 26-1/2" 37" 53-1/6" 74" 38_3/B" 75.0 75.0 80.0 80.0 90.0 75.0 80.0 80.D 90.0 80.0 eo.a 90.D 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 50.0 80.0 90.0 75.0 80.0 80.0 90.134 75.0 80.0 80.0 90.0 28-1/2' 37" 53-1/8" 74" 50-5/B' 75.0 80.0 80.0 90.0 24" 30" 36' 54" 50• 66, 72' 46.75.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 71.3 76.0 80.0 90.0 75.0 80.0 80.0 90.0 71.3 73.1 80.0 90.0 60.0 80.D 90.0 26-1/2" 37' 53-1/8' 63' 75.0 BO.D 00.0 90.0�Z5 75.0 80.0 80.0 90.0 75.0 80.0 BO.0 Sao 75-0 80.0 80.0 90.0 67.9 72.5 80.0 90.0 75.0 80.0 80.0 90.0 26-1/2" 37 53-1/8" 76' 75.0 80.0 1 80.0 90.0 j 90.0 J W C 52 I � o w U rn J m W W p Nro 3 y r7 a Q m I 3 Z n U o 1 U ,n W J W m� O 75.0 80.0 80.0 90.0 75.0 80.0 80.0 75.0 76.6 80.0 90.0 67.9 69.9 80.0 90.0 24' 30" 36" 42' +8' 54" 60" 66' 72• 60" 75.0 80.0 80.0 90.0 W L L TOTE WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. yl ••T ''t"K` `7`a'�` E+•+1. 't,l--_��s.iA`L�-• C3i • ;,,5-, y'r:.t- C'w•{--1 I lJ NOTE: GLASS CAPACITIES ON THIS SHEET ARE •EKSED ON ASTM E1300-09 (3 SEC. GUSTS). • tt111I11111 • \�tt / /Y77 • • • p,�t^::......�i�' _ 6• PRODUC-RF.VL�...7 _• - • a•oo'a?).ag w+rtt the ETaida • •E WmF Cade �z •fzc,�tcct TNa1 '... TATE OF .. .� „,�7 •.21D�•'• �� • • • �� (11 • • • �Y-=TIP^ �b4v 777 s/� �� h'.t2mi Das P.r:.ent;ol 7yY11 A4AL j17�t 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 66WB 71.3 80.0 90.0 90.0 602 54.2 80.0 F 60.2 64.2 80.0 90.0 60.2 64.2 80.0 90.0 24' 30' 36' 42" 48" 54' 60" 72" 75.0 80.0 80.0 90.0 75.0 BO.o 80.0 90.0 75.0 80.0 80.0 80.0 90.0 90.0 75.0 80.0 75.0 76.6 80.0 90.0 f1 - S c RI'� Lssi o C 66.8 71.3 80.0 90.0 60.2 64.2 BOA 90.0 24" 30" 42" 48" 54" 75.0 80.0 80.0 90.0 75.0 80.0 BO.D 90.0 75.0 80.0 80.0 90.022�._0% 70.0 70.0 80.0 90.0 65.6 85.6 80.0 90.0 64.3 64.3 80.0 90.0 . 24" 30 36" 42• 48• 96" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 aa.o 75.0 a. 76.2 s 6 80.0 90.0 g0 c - ' , e m a . a` o W c •59.9 5•.9 •�O,U •90E 24' 30" 36" 42" 1DB' 8 o 90 0Y.0 •8.0 • �0.0 906 74.5 74 90.0 " 61.5 61. 61.10%.0* 0 24• 30" 36" 120•• • 75.0 75.0• 80. 80.• 90.0 •90.0 WOg-ZO 74.5• 74. 90.0 • • • • • • • • • • • • • `sheet 2 of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 7 \ , WOOD BUCK SEE ELEV. FOR SPACTNC METAL TYPICAL ANCHORS 2 ODD BUCK (�V STRUCTURE SEE ELEV. FOR SPACING OR T� o . ... MLAMI—DARE COUNTY APPROVED WOOD RE EDGE DIST, ` ^d � MULLION k MULLION ANCHORS - • o et ` q + EDGE SEE SEPARATE NOA EDGE Z y n 3 DIST. n W EDGE DISi. It 6 s Ow�`� O I > > s O�i'a� I au n c n (i°Wd IX i� o .3 j! !I TYPICAL ANCHORS TYPICAL ANCHORS 0 !I SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING K Z g n aw !L z a o �nm<� I, aW,E� jl TYPICAL ANCHORS: SEE ELEV. FOR SPACING !I y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ] (4' DIA. ULTRACON BY 'ELCO' (Fu=177 KSL Fy=155 KSI) = N AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES j 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Iv J ii THRU 1BY BUCKS INTO CONC. OR BLOCKS uj i! !; 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) n ii !! 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) !i DIRECTLY INTO CONCRETE OR BLOCKS } 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) �� N L W #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)I IT INTO MIAMI—DADE COUNTY APPROVED MULUONSOR z � a, z W jl ii INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 3 0 n i! i! (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE o U N� ALUMINUM: 1/13" THK. MIN. (6063-TS MIN.) u M! 02 Ij jj STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) 'I II (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE it !I INTO CONCRETE AND MASONRY = 2-1/2" MIN. u, 3f !i !i INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. iI it WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. y g 8 it it C-90 HOLLOW/FILLED BLOCK AT JAMBS Vm - 2000 PSI MIN. I � !i 6 2 SEALANT:"- i 3 • • • • • • ALL•JOIKr6S AND EWE CONNECTIONS SEALED WITH • • • • J4NT•SEOLEi, • m o < • • • •• • • • • • C PRODUCT I1 Vis�D _ . a q e. ya cl A v :cKSN: EuJdmp CMcMtI Ik Florid. ANCHORSP9 e• •' • • .. • I8�122Q 0(0 .aeprn;Ic�f�) -lI0 _ r �` 8 u q \ J I SEE ELEV. p .' • f:- ,•:: f_ Ex06De I FOR SPACING 'BY ° ° TY" ANCHC*St1i • • iFabl11/�19 �p�.', TATE OF � ((�� drawing no. T°WOOD BUCK SEEDE1EW • :'•l• S G� ORIDA. •',[�� FDT•SPACING • • . ,aa�,,a7W�9-20EDGE D15T.•• • • • / / • • • • /// �oIV ��// rA/elTTill``t (sheet3of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TTEM $ PART RKQD. DESCRIPTTDN MATERIAL MANF./SUPPLIER/REMARKS 1 FY301 2 FRAME HEAD/StLL/JAMB 6063-T8 - 2 FY302 AS REOD. GLAZING BEAD- 7/16• CLASS 6063-T6 - 3 FY303 AS REOD. ANCHOR COVER 6063-T5 - 4 E203 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FL13-50 1 GLASS SPACER - 1/8" HIGH SILICONE CRS FRANK LOWE PH SMS 6 j10 x 1" B FRAME ASSEMBLY SCREWS 7 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 8 - 2/ LITE SEDING BLOCK EPDM DUROMEfEIt 8525 SHORE A CIRCULAR WINDOWS CORNER DLTAIIS MAX. YPICAL ANCHORS EE ELEV. OR SPACING w J( TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • ••• • ••• •• • • • •• R0+4UC'f P.ETI£�Pq �.•_ �.�i:i0 wY6 Cte ?ia x PROD T C ii R5V7SBE) 4-i;'o+ r�„j. '� ��; J.Sinb wtW fhc F1oryg6 h� zi ade :.^.duet Ca;Cd • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • reymu Z mm q OZh O0 JN N of Uo, o M go 0 IL a 0 0 � In QwU) LLZa�m Q womii� MITER CORNERS .7 2 s B�� p• ATE OF 4� dmvng no. O ALT. TYPICAL ANCHORS SEE ELFV. FOR SPACING TYPICAL ANCHORS SEE EL . FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING — MWN—DADE COUNTY APPROVED MULLION h MULLION ANCHORS SEE SEPARATE NOA EDGE LI EDGE TYPICAL SEE ELEV. FOR I/4" MAX. : O eu'I 1 . � ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING ttODUCT .. romplyinx whh fht Phnli 4leidi.g Cnde Expinano Mfr 024 •• ••• • • ••• • • • •• R • • • • • • • 'tiem IlAdr PfpthMC INSTALLATION DETAILS WIT$•FLDSfI•FRA%; ADAPT;R • •• PROMCT REVI W --lynrsg with the Flmido z Builie+e Ccxk = • • • • • • f Ancp�nce No i- O . Z - • • • • • • • • aR1D� I?..0 �. �hrwiue�i • • • • • • • • • • ••• • ••• • L Camr+1 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IN 70 2 S a TAt'E OF �<yi I drawingv no. Sn.•...... a� W09-20 MIAMI•DADE 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.miamidade.gov/economy ECO Windows Systems, LLC 9114 N. W. 106" Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,' modify, or suspend the use of such product or material within their jurisdiction. RER reser;s� *lia right to O 9 yoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this j)jg4yct or %aSeriil fail %tjo. .; meet the requirements of the applicable building code. * 0 0 j.. This product is approved as described herein, and has been designed to comply with the FIQ64a Building Code, including the High Velocity Hurricane Zone. ease • • • • • • • • • DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. '""' "". .. .. .... ...... APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 600 Alum OZ,wiug Entrance�oor (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, datecf01/13/121 anddast ....:. •.•..• revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami-)�ad��ountyeProduct Control Renewal stamp with the Notice of Acceptance number and expiration date by the MiaTfti-Dads (;&%ty • Product Control Section. "" MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #18-0319.13 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 18-1220.11 MIAMI•DADE COUNTYM Expiration Date: March 20, 2024 Approval Date: January 17, 2019 I G` Page 1 l�q ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 0009 5) Cyclic Wind Pressure Loading per FBC, TAS 20�-94• • of** • **so:* 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202' 94' : . ..* along with marked -up drawings and installation diagram of an aluminum O at+ssirig FreA4 door, • • ^ • ` • prepared by Hurricane Engineering & Testing, Inc., Test Report No. """ :. • • • HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETj- fj-4027d4*t •$3/16;••�� 26/12, all signed and sealed by Rafael E. Droz-Sella, P. E. +... ..:..' Note: The above referenced test reports have been revised by an addendurrrlet#vr dated 3nne•29, 20 2,*: issued by Hurricane Engineering & Testing, Inc., signed and sealed by RaltrV..:)roz-Sella, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying withZBG2014{5'%Editioil,''': prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javac�•Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the `Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS l . Statement letter of conformance to FBC 2014 (511 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. 1 // L ef1n�.`. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6th Edition), prepared by Al Farooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed by Javad Ahmad, P.E.(submitted under file #17-1102.18) D. QUALITY ASSURANCE �•" . . .... ...... 1. Miami Dade Department of Regulatory and Economic Resources (RERJ, • • 0 • E. MATERIAL CERTIFICATIONS 0 0 0 " ' """ 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc'.! n r E.I.DuPont 1Z... Nemours) for the "Trofosil ® (Clear & Ultra clear) PVB Glass interlAyexS'•, expifj� pn 07/QV.1.9, 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Comlany (MA) £es their ..:..' "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. ' • • • �• • • • • • • • • F. STATEMENTS .. •... 1. Statement letter of conformance to FBC 5111 Edition (2014) and FBC 6t4 E4kjon (2b'In*k of no • 900000 financial interest, prepared by Al Farooq Corp., dtd 10/04/17, signed & s8Aled'by J4ajrljunad' P.E.' .... G. OTHER 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (submitted under file # 18-0319.13) 1. Statement letter of conformance to FBC 61h Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA #18-0319.13, expiring 03/02/2024. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOJIREMENTS OF THE 2017 (6TH EDTION) 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 SHALL BE CORROSION RESISTANT, SPACED AS SHOWN 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 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 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMA"ON 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. -1/6" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB �By 'Kuroma roy Aerica, In' 1/8" HEAT STREN'D. GLASS SILICONE z m DOWSIL 899 N 5 2e 14 B\ K \ / GLASS TYPE 'G1' " TREN'D. GLASS ` LU erlayer `R�1@VBray America, Inc.' Z" HEAT STREN'D. GLASSOn �_SILICONE G nDOWSIL 899 O1ca N 4BO,' IL6on O h O a .�i/ SETTING BLOCKS AT LAM. GLASS WjLL Z to . a REDD. FOR WIDTHS EXCEEDING 36' ONLY. NOTCH GLAZING BEAD LEG TO 02 n J 05 Q CLEAR BLOCKS Q W GLASS TYPE 'G2' r—— /8" TEMP. GLASS 6/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' FIX' HEAT STREN'D. GLASS IDOWSIL SILICONE899 I _ni K o \ / GLASS TYPE 'G3' JCT 'i� -Aal With at ne o nnepeusa Ne I _l2Zo�lI CARDINAL XL EDGE SPACER I ST. STEEL 36 I I SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS •• ••• •• • • • •• • • • • • • • • •• • • THESE DOORS ARE RATED FOR LARGE & SMA•L MI9EAE•IMPACC�• • • SHUTTERS ARE N0T REQUIRED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •RODUC f REVtBFO >o �ptylo;-ilk the FTo" binding Cade AoeepMace No 1-0319•/3 Eipft'ati• Data .rtr2zo. L!''� AH )�•' uCENS f •-. 70592 ; '•.M�ilvS 2D18� f� n n drawing no. W 12-08 im 39 3/4" MAX. 76" MAX. 37 3/16" MAX.FRAME WIDTH FRAME WIDTH FRAME WIDTHHEAD & SILL ANCHORS zAT STILE ENDS O 12" (4) AT 3" O.C. 12' 12" F w < 5" MAX. MAX. 5" MAX. I�+ /T� MAX. 5' MAX.' Q 6 HEAD/SILL A SE`� HEAD/SELL I q 1 , SAD HEAD/SILL F SIEL�L 0 O N �. � O CORNERS CORNERS Y CORNERS A w ry - - Ot o>ro aC¢m °o z O m l Z n LOCK OPTIONS / ij E LOCK OPTIONS / n #1 OR #2 / u $1 OR #2 (OPTION 2 SHOWN) _ (OPTION 2 SW H Q w m F SEE SHEET 7.1 -- SEE SHEET txi / j FOR DESCRIPTION FOR DESCRIPTION! x �� V) W } of z V) V) wM m G 10�� N Z 1m I II ACTIVE INACTIVE ACTIVE 3 2 y li 04 SURFACE APPLIED m„ ¢ m w x m w h O, IF z SURFACE APPLIED z SURFACE APPLIED z N W oU FALSE MUNTINS OR 7' 26 15/1fi" ¢ FALSE MUN^NS OR 26 15/16" 26 15/16" ¢ FALSE MUMINS OR 32 3/4" ¢ ¢ J ° - o o DECORATIVE GRILL D.L. OPG. o DECORATIVE GRILL D.L. OPG. D.L. OPG. o DECORATIVE GRILL D.L. OPG. o--i MAY BE USED MAY BE USED MAY BE USED 37" MAX. 37" MAX. '-RYYUCT LEAF WIDTH LEAF WID� TH 9 .Nromi� s m Bolding Code `� (X) (XX) AatcRlenceNo I's-12,76.If (0) s �� nxt< `•°Y STAND ALONE SINGLE SIDELITE 0Io o DOORS LOAD CAPACITY -PSF D . ��•. .-. SEE SHEET 3 FOR CAPACITY _ m wi aa�i n,ne rrndect i `u a a ?I SINGLE DOORS (X) 3 DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME vQoDUC r REVISED WIDTH WIDTH HEIGHT EXi.(+) INT.(-) .. N as Cmtpl71eg wish the klori4 y, _ - _ 39-3/4" 37" 98" 70.0 75.0 • • • hupeixee Ig-O31 •�� 'm lb c nl a $ 5 • • • • • • • � der Date GLASS D.LO. DIMS. • • • • • • • • • • • • Cwhoi `��\ J�,� AhQ� //p •I h D.L.O. HEIGHT = FRAME HEIGHT - 11.125" )�:•'vGENSF•�® i Q D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" Pa �0 70592 O.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 • • • • • • • • • - �-� I / t _ - NOTE: • • • • • • • • • �= GLASS CAPACITIE; ON•THIB aFIFET•ARE• •• • • Cole �e ® 3 TE �[ ` drawing no. NOTE BASED 011•7STM:1300-%13 SF�• GUST;). • • • - Ix\o�;-.••�� W 2_Q$ EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION �'� •'' •" �� BY BUILDING OFFICIAL DECLARATORY STATEMENT DCA05-DEC-219 /////®®��\\�\\\\` sheer t -2-- f DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME EXT.(+) WIDTH WIDTH HE 76' 37' 98' •'•0 • • 740 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELTIES SIDELRE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 661 24 30 36 37 92 70.0 75.0 69.8 64.1 69.8 644 1 63.3 1 63.3 24 30 36 37 98 63.3 63.3 57.8 57.8 53.1 52.4 53.1 52.4 S SINGLE SIDELITE WIDTH DESIGN LOAD CAPACITY - PSF SIDELTTES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDEUTE FRAME WIDTH INCHES SIDELTTE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 70 00 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 I 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 68.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 6 9.8 64.1 64.1 70.0 70.0 75.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 96 63.3 63.3 70.0 j 75.0 57.8 I 57.8 70.0 75.0 53.1 53.1 70.0 75.0 52.4 52.4 70.0 75.0 REINFORCING AS REDD. SEE CHART 39-3/4" MAX (SINGLE) SIDELr1E WIDTH 76• MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. G1.A55 D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.436" 48• MAX. U .W TESTED FRAME WIDTH I �� o HEAD k SILL ANCHORS AT STILE ENDS c' CLUSTER OF _ (4) AT 3. O.C. Z 6• (4) ANCHORS 0 M ry AT HEAD/SILL 12• H w m 5" MAX. 3• MAX. Q d n HEAD/SILL F TYP. I - A SILL 0 0° `- n 0 CORNERS I ��', �` d w N ' 0 t 'w n a°o 00 ----Ir---- I 7- A E I I I \ 0 3 m m of m Io v J I V) L04OPAIOt S V) w Q7 OR/12 w (n vJ I\ 1 (0. N 1 S 0 (1) Z U) 1- 10 I I ! I I I I I Sp�EE. SHEET �.1 �w n B ii \\ ( / DESCRI TIO 5 3 t� m of O10 N J m �IZ3�m INACTIVE Opo SURFACE APPUED s z N W FALSE MUNTINS OR 32 3/4" 26 15/16• 26 15/'6• e _ DECORATIVE GRILL D.L. OPG. D.L. OPC. D.L. OPG. 1O ' S MAY BE USED 0 37" DRSDUCT BENEWO LEAF WIDTH ro•plying wir6,he F1M W D Bxidiog C.d, SIDELITE FRAME WIDTH I 39 3/4• MAX. (SINGLE) 4ccept.nce ho Ill- 1?70 MAI•�i �I� o m .� L 76• MAX. (DOUBLE) 8xpirainn Onfc _ SEE CHART AT LEFT DOOR FRAME WIDTH BT, (OXXO) .+umiD.ae cadet c 61 a W u vz�g�ao MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 c vnlc^ • • • • • • • • • PRODUC I' REVISED • • • • • • • • • • • • cmplylxg wilh the FTmily itliGttlw NSA Dat'.� 1-�„",r, '�'• GE -c® - 7� 4K� 70522 NOTE: • • : •ON TH� • �E`mo•�RE I • • • • Ard` C°•rai _ /: 15 20.4 - GLASS C• ii•ACITIES I • • • A f OF BASED ON ASTM•E1300-59 13 SLC. GISTS • • • 'draWing no. AND FL( %D& B�DING %lS•s,, �ed�`.`� W� 2-08 IS DECLARAT6RY ST TEMENT DAO E•C-21?00 • -__--- - "/ 11 nIT111\` (sheet ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • v16" MIN. TYPICAL ANCHORS THROW BOLT EDGE DIST. SEE ELEVATIONS PENETRATION FOR SPACING 1 , O I I I I I I I I I I I I PROPERLY SECURED 2BY WOOD BUCK EDGE DIST. 1BY WOOD BUCK OR WOOD STRUCTURE EDGE C'ST. SEE NOTE SHEEP I = Ea TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING 1' GLAZING OPTIONS i SEE SHEET 1 u S2 a �i 0 C 11BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER JI a d BI _ THEM TO THE BUILD`NG STRUCTURE. F I � k TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY •ELCO• (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD CLICKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) LO 1/2" MIN. THROW BOLT PENETRATION I I I I I I I I I I I I � I DIST. c �"TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE s TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING -------------------- jl MWAI-DADE COUNTY APPROVED Ij I CUPPED MULLION I :SEE SEPARATE N A I II II O W TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1 4" MIN. EMCcD INTO CONCRETE HEAD JAMBS / ( / ) rADSUCTRERgww °80DUC(6EViSFD wi1Y IYt Flaiir 1-1/4'• MIN. EMBED INTO BLOCKS (JAMBS) I uyl°Y PU+°6 rR66e/A�tifr Bu"int; Coae jg-l2 ZG • l ( r caaDl b°lal°R C°a0 5.13 A.113-" NoJp=v_.+-•-- DIRECTLY INTO 1-1/4" MIN. CONCRETE OR BLOCKS EMBED INTO CONCRETE (HEAD/SILL/JAMBS) Acxepunn N° rxpinrion I)ae SaP)+°W D•Ic---�1•}'�� \� kSL,- kk 1 11 By 1S 1•`� �°^� 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) W..1 Dnd rW*d jYraYKS #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) • • • • • • • • • • • • (3) THREADS MIN. PENETRATION BEYONQ SUBSTRAIfE • • • • • • • ALUMINUM: 1 8" THK. MIN. (6063-T5 M • • • • • • • • STEEL: 1/8" THK. MIN. (Fy = 36 KSI MINA • • • • • • • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLA•iEE OR F•A"D) • • • • • • • TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-14" :'I i • • • • INTO WOOD STRUCTURE = 1" MIN. • • • • • • • • • • INTO METAL STRUCTURE = 3/4" M119.0 • • • • • • • • • • • • • • • •• • • WOOD AT HEAD OR JAMBS SG - 0.55 MIN! • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS f•c S 30004PSI MIN. • 000 000 • C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR DETAILS `\\\111111111//j ,, ='\ w I a �%� • �. 70582 III � v/"A I i 1018 _ l$ x ,jo C= . • TE OF (yam drawing no� �. ai4.. �./ I Wl 2-00 I 1/4" MAX. E SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE,) SEE SPEC SHEET 4 I� 1/4" MAX. HIM TYPICAL ANCHORS�,_SEVFOR SPACIN� ACTIVE LEAF INACTIVE LEAF 3 CONCEALED FLUSH BOLTS E 1/4" MAX. LEVERS AT STILE FACE SHIM 1 EXTERIOR _ 37" MAX. _ LEAF WID'M 39 3/4" MAX. SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSCLE O [��:lll o U W w 0 iBY . WOOD BUCK Z m, 3 0 m z w ry Q � Z NIII a sm O W � c • ~ 0' t w .o. TYPICAL ANCHORS A Q ' NSEE ELEV. 0 ro ail FOR SPACING G Z '0p 0 i o Ai � N ZN �j w IQ 7 W Y1 LOCK OPTIONSQ J imQ w W of f r #1 OR #2 T— (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION 1/4" MAX- V U m SHIM I � J N CONCEALED FLUSH BOLTS 20Y WOOD B K 12 N LEVERS AT STILE FACE OR W / ACTIVE LEAF WOOD STR TUBE EE NOTE HEET 1 w O 0,0 — — 3zl�^ n O O Q TYPICAL ANCHORS SEE ELEV. D.L.O. FOR SPACING s In LEAF WIDTH '° 901°PIYi°g with TLe t'Mf{fy 2 Bo^ Cede A nn No It l220•(( 76" MAX. yy DOUBLE DOOR FRAME WIDTH i t1an D't�`Zy S a 2 POINT LOCK ASSEMBLY lcc` 4 POINT LOCK ASSEMBLY •RODUCf REYISFO s e°retyiag with The R.Ah INACTIVE LEAF ~ T;'E*EA�I• • • • BT++bIag Cede • • • • • • • AaccPT"" No G 31 �j -13 y i 8 8 S = 26 • • • • • • • • • `S�� \ U.,�..-. a�- 1Y11111111 //T7 oc jrz— EXTERIOR • • • • • • • • • T OF �(/ drawing no. DOOR DETAILS _ LOCK OPTION !1 Y7j4fi-11111111 sheet 5 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX. SHIM 1BY WOOD BUCK TYPICAL ANC HORS SEE ELEV. a FOR SPACING EXTERIOR D.L.O. 42 AT 86" HT. 37" AT 98" HT. GLAZING OPTIONS REINFORCING SEE SHEEP 7 O C. SMS O 16 AS RSHE 1/4" MAX. H AT 6" FROM ENDS SEE SHEET 3 SHIM . AND 11" O.C. MAX. 6 6 tA 16 I I 26 13 I I 24 I - I - TYPICAL ANCHORS L- SEE ELEV. 7-71 FOR SPACING 23 14 115 3 26 4 t� D.L.O. �{ 79 9 D.L.O. a aA EXTERIOR LEAF WIDTH 39 3/4" (SINGLE) SIDELITE VIIE H _ _ _ _ _ _ _ 76" (DOUBLE) x N TYPICAL ANCHORS SEE ELEVAT;ONS 1/4• MAX.H FOR SPACING H— E� IST. _ SHIM 'I TYPICAL ANCHORS SEF ELEV. FOR SPACING U O I I C EDGE DIST.� SEE ELEVAT'ONS TYPICAL ANCHORS FOR SPACING • • • • • • • • • M^^. uwn rnrvnc niu • • • • • MA. t%lT *A4AtE V"UH • • .•adDLir ,�srlc�►�s • • • • • v cnmplydnR wRh tYe •RODUC f REVIM0 9uidioq Cnde r cusplydog with fYc Flacfic Aneptunce No )g^1272o•U 4mding Cola • • ! tbiP�t nn tkm[� • Arc necc Nn i a 3! • n5• o • • zm[ D•ie duf • • •�S • • • • • • • • C•uaet ISIDELITE DETAILS 1 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �p • 'ucv 74sF 70592 n a i 1U18 y T OP n0.1 er•` RtD�'_�`�o W12-08 1 ITEM / PART R RE6D. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-Tfi - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIOELITE TOP k BOTTOM FRAME 6063-T6 - - 4A E626 - SIDELITE 9" BOTTOM FRAME SIDE_fTE FRAME JAMB 6063-T6 5 E605 - - 6063-T6 - - 6 E606 SIDELITE SUP ON JAMB 6063-T6 7 E607 - LEAF TOP h BOTTOM RAIL 6063-T6 -_ - 7A E825 - LEAF 9' BOTTOM RAIL 6083-T6 B E608_ - LEAF W'STRIP ADAPTER 6063-T6 - - 9 E609 - LEAF HINGE STILE 6063-T6 10 E610 - LEAF LOCK STILE 6063-T6 - - 11 E611 - LEAF ASTRAGAL STILE 8063-T6 12 E612 - LEAF ALIGNMENT BRACKEF _6063-Tfi 6063-T6 - 13 E613 = LEAF CLAMP 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 806J-T6 12' LONG 14 E614 - GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 - - 14A E109 - GLAZING BEAD (7/16' LAM. GLASS) GLAZING BEAD (INSUL. GLASS) 6063-T6 15 E615 - 6063-T6 - - 18 E616 - SNAP COVER 8063-T6 17 E613 - BOLT SUPPORT 6063-'S 6063-T6 NOT SHOWN_ - 1B - AS REOD. SKIELRE MULLION REINFORCING 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN h ASSOC. 20 F31202 - FLUSH BOLT LEVER CONCEALED FLUSH BOLT ROD - SULLIVAN h ASSOC. 21 FBk91455 - ST STEEL SULUVAN & ASSOC. 22 b12 SMS AS REOD. FRAME ASSEMBLY SCREWS - - 23 Al2 X 3/4" - HINGE INSALIATION FASTENERS FH SMS 24 - - � 3/B' DIA. THREADED R00 STEEL - _25 26 W71323 - PILE WSTRIPPING _) WOOL BULB W'STRIPPING SANTOPRENE ULTRAFAB E2061B-KN-3020 E206 - EPDM ULTRAFPB 27 - GLAZING BEAD BULB 54MOPRENE 28 - E622 - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 - FLUSH BOLT CUP NYLON - 30 D!OIRC - BLACK DOLT SUPPORT BLOCK PO'.YLZHYLENE POLYETHYLENE INTERLOCK 31 UlU1 WB - WHITE BOLT SUPPORT BLOCK ACME PLASTIC - 33 �'1G X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - 34 - 2/ UTE SETTING BLOCK, 1/4' % 1/2' % 4' SONG EPDM AT 6' FROM EACH END, DUROMETER 8035 35 - 2/ LITE SETTING BLOCK, 1/4" % 3/4' % 4" LONG EPDM AT 6' FROM EACH END, DUROMETER 80t5 w O N m 3 f 2 Q: O In � 0 t y n 0>~ 0 aco g h 0 g Iz m Q W h W u m 'i Z Of ^. J�m¢� Qwmf�J O (3 0 z _J 1 g LIJ w } W N V) 3LM� So 0 C, 0 00 J m g 3 z }� m W n n () 00 p H W� W c0 f O o n o ffi o uskklo� SEALANTS: m g ALL JOINTS AND FRAME CONNECTIONS SEALED WITH wl r SCHNEE MOREHEAD JM5504 SEALANT. • m •• ••• • • • • • •• aIo� • •• • • • • ••• • • • • • • e • • • ```111 LI IIItII� ' • • • • • '-RDDUc E QEY�BD a amPtying R6 se/Y11O1 '^—PMnP. wit►14 PLiY )p •'' CENy�'•.® ' 4 Cefding. Cnee Uatli�g C.M i n A—pt ntt No �� IZZd• )� Aoccgance Na .7C592 • • • ntiw Dne(.f • E�gritlne DnteW19 — 2O�'0"' = o . . 1 . • • •I Prwioet C..•d \� I a u RT OF �� drawing no. ••• :• ••• ••• ••• ••• .AlO IDP,.•- A ..� ,� ��\� W12-08 i7 /� •' �1UnI1LNL� sheet 7 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOCKS ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DLA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2- DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2- FROM BOTTOM HIVGES: 3-1/2" X 7-5/8" X 122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC, 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION #2: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2- THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 18-32 X 1/2- FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2- X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) Q8-32 X 1/2" FH MS I / ACTIVE }1' INACTIVE ACTIVE -Raba l RSNg"m ea romplyleg wim 4*•T1pft 8eidieg Code • • • • • • • • • 0—pm•&No (g' l22Q ) • • • • • • • • • Tniflion 11e7eZp`2�// 41 •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • •• • • • ••• ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • "OOUC F REVIMO is Iwaplyiey w•if� t4 FTri4 besdiog Cede I�—� I Aeixpduce No y t.SapNYw Dete 1�1 ��1(5 aF �?J�® AH ee'�ceNmSF n 7 J192[q 018: itOF y�U Z yn A W Q IL C N OWN N O Ui'm1 LL �» 0 L0 7 d ONy�� O Q W j Ji 0 LL E 0 - J 004 _ Q W In f F arawing no. W12-08 4.000 �I .078 .625 1.625 I I� 2.062 i DOOR FRAME HEAD/SILL 4. 0 SIDELITE TOP & BOTTOM FRAME �.329 Fes- 1.812 --I 0 FRAME COVER b r-.687 .05 I+ 7 154 � F� 16 SNAP COVER F-1.500 -1 37 DOOR FRAME JAMB 25 1.750 078 4.031 4.750 Ia1.507 d LEAF TOP/BOTTOM RAIL 4.719 .078 1.750 1.507 4.000 --N O LEAF HINGE STILE 5.344 a.000 Z" - - 11 �al 2.081 1.750 1.507 I - � : I 078 o LEAF LOCK STILE 75.34,4 -07_[: 1.7502.081 1.50 I�- 4.000 -------I tt LEAF ASTRAGAL STILE SIDELITE FRAME JAMB h-.394 .803 Ih.}�.p4I5 .803 _I 7 L I�.O50 .81T0'3�� I .045 k- 1a GLAZING BEAD 14a GLAZING BEAD 1s GLAZING BEAD 5/16- GLASS 7/16- GLASS INSUL. GLASS Ia 1.507 --•I 3. 8.250 7.531 f� 1.750 �7n 9" BOTTOM RAIL 8.231 4A SIDELITE 9" BOTTOM FRAME p 1.500- II ° 312 .062 J LEAF W'STRIP ADAPTER 09a 312 442 1 .584 1z LEAF ALIGNMENT BRACKET 7sa� 1�.281 �{ 375 125 1.5 Ei _125 3.781 I74 t3 LEAF CLAMP HINGE BACK-UP PLATE •• ••• • • • • •• • -�I 7� •e •• 91DEINTE MULLION REINFORCING • •• ••• • • • • •• •ADDUC f BEVf8a 7qq�a •• 4.•i• • ;.7p, with LYl FUIW • • .i 18 • • •• • • • • . . • A•<yr.� yn 3 • •2�i�et� �- • • • • • • JMi CN•a/ 6 SIDELITE SLIP ON JAMB ••• • • • • ••• • • • • • • • • • • • • sRobUC11tSNtrw Boididi.ng g Cod< 5 Eapinrinn I)nfe �a I •zn L�.tl. ipiami O.d r<.ae�t I '^ .70532 ` lAR 2018 - TA clf fy� drawing no. °Pa�C�`�� I W12-08 SIDELITE FRAME CORNER LEAF CORNER SIDELITE MULLION SLIP ON JAMB CORNER 'RODUCT ROOM complying with am FWfj& •• •.• • • • •BOW"gC4%IS-122D•[I • • • • • • •higpn�e No • •• • • • • •• • Wt 1• • • 000 • • • M1�1. Fl°-iY1L .• ••• . . .... .... .. •• •• . . . ... .•. • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • zz y°l�U Z y n m Q L ? N a 0wN`xx" CL 0 W 0 �Nr O>M as -m a pea<°i 0 .5 Q O Q W D I LL Z - o O 4 M J 50. Q W 0) L� N Uo J vO J J SO � ZU o s w ~ Z W !n w � Z N a �13 tM 13 0 i 1 z� a O C)o0 W 00: g •RODUCr REVISM ouF W'g' 0 tr welP1YIH with Di° Fluff[ 33 Ueuiing CeAo A rl Mi a' Wain P Ce°•d I � v = ='. W �.Iq I ST EOF ••fS/� drawing no r�n.�z • •°P_�c�`� W12-08 M IAM 1•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC SS02 NW 80 Street Medley, EL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County PrgthfdV%ontrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade:Coi&t ) resePe the righf to have this product or material tested for quality assurance purposes. If this product or mab ria'•�ails to • • perform in the accepted manner, the manufacturer will incur the expense of such • • • • • • and the •J may.• • • • • • P P P �� QH . immediately revoke, modify, or suspend the use of such product or material within lwir jurisdiction. REIN • • • •; reserves the right to revoke this acceptance, if it is determined by Miami -Dade UiwTy Pro&cf .ControL • • • • Section that this product or material fails to meet the requirements of the applicableo* ii4i: g code! • • • • • •: • • • This product is approved as described herein, and has been designed to comply "I P the Floriea -Building • • •:- Code, including the High Velocity Hurricane Zone. ; ' 00 . . . ...... DESCRIPTION: Series "250" Aluminum Horizontal Rolling Window — L.M.4 ; • ° • • • • APPROVAL DOCUMENT: Drawing No. 18-48D, titled "Series-250 Alum. Horiz! Rolkng Wd • • • • (L.M.I.)" sheets 1 through 7 of 7, dated 04/23/18, with revision A dated 06/18/18, prepared by Al'PMoq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0426.09 Expiration Date: August 30, 2023 t�3� 1S Approval Date: August 30, 2018 Page I Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 18-48D, titled "Series-250 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 04/23/18, with revision A dated 06/14/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 261;94: , 000 5) Large Missile Impact Test per FBC, TAS 2G4.94. 11.00 6) Cyclic Wind Pressure Loading per FBC, TAS-103-94 - 7) Forced Entry Test, per FBC 2411.3.2.1, and.11AS.202-9A . jb along with marked -up drawings and installation diagram of a sVrie�s�;50 alUNIA"m horizontal sliding window, prepared by Fenestration Testing Labbrafory, I ..,.TBst Report No. FTL-9830, dated 10/24/17, with addendum letter ctated-06/15/18, signed and sealed by Idalmis Ortega, P.E. - - :---:- . .00 C. CALCULATIONS -' ' - -- 1. Anchor verification calculations and structural analysis, complying with FITUPI Edition (2017), dated 04/24/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition (2017), and of no financial interest, dated January 4, 2018, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Proposal No. 17-0420 issued by the Product Control Section, dated June 9, 2017, signed by Manuel Perez, P.E. G. OTHER 1. None. Manuel P ezj P.E. Product Control EXAiner NOA No. 18-0426.09 Expiration Date: August 30, 2023 Approval Date: August 30, 2018 E-1 3/16" TEMP. GLASS 5/16" AIR SPACE 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS .090" Interlayer 090" Interlayer Trosifol PVB Trosifol PVB By 'kuraray America, Inc.' By 'kuraray America, Inc.' r3/16" HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS a: F z ra SIUCONE z F. SILICONE N DOWSIL 791 N DOWSIL 791 io 22 11 m 22 I 1 I '1 II I II I 23 23 I � z 3 0 o w E ' / AT 1/4 POINTS ON LITES 31 11 '�' AT 1/4 POINTS 29 WIDER THAN 36" ONLY 28 ALL SIZES GLASS TYPE 'A' GLASS TYPE 'Al' 7/16- OVERALL LAM. GLASS 15/16' OVERALL INSUL. LAM. GLASS — - GLAZING OPTIONS SERIES-250 (L.M.I.) ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMCINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION NOA WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY Wr H THE REQUIREMENTS OF THE 2017 (61H 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 SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR S-JCCO. 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 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIF,C PROJECT, i.e. UFE 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. 120" WINDOW WIDTH 4' MAX. 11 3/16' 6' MAX. HEAD/SILL MTG. STILE MAX. ENDS 3 HEAD CORNERS SILL I I -- II II II II II II I C I I� II I I o � _j 4 11 II �1 4 i ---11___ 'I FALSE MUNTINS 26 7 6 (SURFACE APPLIED) - / 53 5/6' MAY BE USED D.L.OPG. D.L OPG. 31" VENT WIDTH TYPICAL ELEVATION (TESTED UNIT) 26 y�U Z OZ ;N ul Qf �n 0 N Ow��^ n H xx oG�n CL V G W •i 0. � IL a 10 0b¢ X Vi vl0 n m Q W j 8 g ^ mod �?Of 2 Jz Qwmi U J J J FTHEK WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. u SHUTTERS ARE NOT REQUIRED. d g LAMINATED GLASS � � � • • • INSUL. LAM. GLASS 000 • • � LARGE MISSILE IMPACT .„ � e • • • • • 11111111111/y � o < ENS � 1 • • .7D592 - o I • .Rv:•c,l lta.: �Syln6akh35i T� : .•. ' {7 = __ � a a • -wry:�t, cd{ n27,2018 - °y :T �y->: •/e��/y9n,,�, ��O ••.• TE Of 0.0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i 3 c 3 WINDOW WIDTH (1/2W) (1/2W) �J Li XO OR OX LEFT & RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS WINDOF DIMS. I MAX. D.L.O. WIDTHS WIDTH HEIGHT VENT FIXED 84" 50-5/8" 38' 1 38" 74" 63" 33" 33" 64" 72" 28" 28' 61" 76" 26-1/2 26-1/2' (I/3W) (1/3W) (1/3W) I XOX OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH WINDOW DIMS. MAX. D.L.O. WIDTHS WIDTH HEIGHT VENT FIXED 120" 50-5/8' _ 63' 35-13/16" 35-13/16" 113' 33-7/16" 33-7/18" 99' 72" 28-13/16' 28-13/16" 92" 76' 26-7/16" 26-7/16' XO OR OX OPERATING VENT TO BE 1/3 Of THE WINDOW WIDTH WINDOW DIMS. I MAX. D.L.O. WIDTHS WIDTH I HEIGHT VENT I FIXED 120" 50-5/8" 37-5/16" 74-11/16' 106" 63" 32-11/16' 65-5/16' 93" 72' 28-5/16' 56-11/16" 88" 76" 26-11/16' 53-5/16' WINWw wln7 o- MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 70.0 PSF INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED USE ABOVE LOADS FOR WINDOWS WITHOUT ADD -ON RISER. INSTALLATIONS WHERE WATER INFILTRATION REISTANCE IS REQUIRED USE ADD -ON RISER FOR ABOVE LOADS. OR XOX LIMIT MAX. EXTERIOR(+) LOADS TO +60.0 PSF FOR WINDOWS WITHOUT RISER. OPERATING VENTS TO BE 1/4 OF THE WIN•DO. WI:: • • • • •SEF•SHEET•26FOR DETNL. • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • ��11111111//// WINDOW DIMS. MAX. D.L.O..WIDTHS WIDTH HEIGHT VENT FED 144' 50-5/8" 32-7/8' 6"1/16� 144" 63' 32-7/8' 65-11/16' 12C 72" 28-3/8" 56-11/16" 120" 76' 26-7/8' S3-11 16" . . • . . . . . . • . .. .. . . . .. .. ... . . . ..• . . CEN,9�c 1 ,. 70592 tw 27,2018n: nF : & n B e� drawing o no.1 18-48D I TYPICAL ANCHORS METAL STRUCTURE 1BY WOOD BUCK N W EDGE MIAMI-DADE COUNTY APPROVED DIST. MUWON k MULLION ANCHORS `t m � o , EDGE Z m NI' SEE SEPARATE NOA 3 DIST. Q Z EDGE }03 ^ a DIST. O 0o o `� o WOO N IL W U O�in� \In �N V Wei o'mor� s pa0� Q -6�2o1 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS O SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING SEE ELEV. FOR SPACING Q W ? Jzoa Q wmi WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. o WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING g � " m W1 = 1/4" X 2-1/4" WEEPHOLES WITH BAFFLE AT 4" 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) FROM EACH END AND 37-1/2" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES J.� M W2 = (3) 1/4" DIA. WEEPHOLES AT 1/2" O.C. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) � LLI AT CENTER OF EACH LITE THRU 1BY BUCKS INTO CONC OR BLOCKS to 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) p N 11 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS ¢ �M N 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o Z m 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 11 3 3 Z> N I LJ i14 M ORS F DRILLINGSCREWS (GRADE 2 CBS) w O N J INTO MIAMI-DADE COUNTY APPROVED MULLIONS W U J OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS SILL RISER ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) 13 A5 REDO. STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) SEE SHEET 2 STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED FOR LIMITATIONS ( )ol TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. r INTO WOOD STRUCTURE = 1" MIN. u INTO METAL STRUCTURE = 3/4" MIN. \ (.. •.� • • • • • • • • WO•D AT HEAD, SILL OR JAMBS SG = 0.55 MIN. m - • � • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. • N • •• • • • • Col= { • • • • • • • • • L• $0 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. - 8 • • • • • • • • • • • • —� 3 • • • • • • • • .70592 3 ♦ • • • • • • • •• • 1P�l�117[I(1 8 un27,2018X` g y° TYPICAL AACHOR: • • • • • • • • • •'•�C O SATE OF �� drawmg no. SEE SPAS C - 14, yuaJ♦ F<ORIOP.•'' ` FOR SPACING-l./rrn0✓.O.SQ-i. iS\a�_"• lC%.� 18-48D • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • © O LOCK TYPE t VENT WIDTH 1/4' MAX. SHIM D.L. OPG. T 6 24 L I 524N II eTYP ICAL N ACHORS SEE ELEV. I ------- SCREEN OPT. 2Ura ----- FOR SPACING 27 METAL 6 1 4 STRUCTURE WINDOW WIDTH XO LAyou LOCK / r^ 1 (F\ TYPIG F O/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 12 v v 0 1BY > WOOD BUCKS S — inry ° v MWAI-DA➢E COUNTY SEE may, u c APPROVED MULLION FOR SPACING SEE SEPARATE NOA c u - CENgE Q 9 SCREEN RRM. • • !•:.ri: 9v:n7�s c - x = o -` a - - - - - i • • i • • •• <f A n27,2018X_ 9 m _ _ _ _ _ _ _ • • • • • • • •1•' / STATE OF �� drawln • • • 000 • • •;�lA.,iT �dc i'. J6uf• Cenftn �® '��` 9 •.FtOR1O�.•' 18-48D S/•...... �t,G.� WINDOW W'DTH WINDOW WIDTH !YYNAL1T�� sheet ,4of 7 ••• • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS Pyyyyyy�� ////// SEE ELEV. �/FOR SPACING n e � � I O � � 28 \ N I ALT 10RS f n 0 {.0 W "� 1 0 EDGE MUMI-DADE COUNTY APPROVED DIST. MULLION & MULLION ANCHORS • -�' SEE SEPARATE NOA Z r EDGE DIST. Q w 2 N 0Op`m o CL o 28 a h 28 C N LL vpW~i O?M Q mOp g dl ry TYPICAL ANCHORS TYPICAL ANCHORS Q W O LL a SEE ELEV. SEE EL7EV. Z n FOR SPACING FOR SPACING ,� C7 Io Q ttauu Q W OM f F -I O U 3 o J J 3 Z J CC n G � WV � W N } � 1 /4' MAX. SHIMS O 0 '. � �H cD 3 t M r 0 0" TYPICAL ANCHORS SEE ELEV. 28 ALT. Z 'o 3 FOR SPACING ,�_ LWO).--- a _ 1/4' o ae - a g � � u n < I uL •• ••• • t- • • • • • • • • • •• • • • o a = • • • • • • • • • 111111111 r�� u � < INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER .. . • . . . • &P;p,Red 21=rryri.u& a 0.70592 •• • • • • • a - n27,2016�X,_ a 9 �' • • • : • • • • • • • • • •y�y3d` P ®'... STATE OF (U� drawing no. 18-48D • • • • • • • • • • ••• • • • ••• • • Ot FRAME HEAD O FRAME SILL 062 372 .250 1.521 63i SILL TRACK 078 2. 3.521 X..�2 4--1.688- O MOV. FRAME JAMB -1.3381 715 j 1.434 813 IL.2 1.411 --II VENT TOP/BOTTOM RAIL )3 1 OB JAMB STILE - 2.063 078 63 F1.411 1.611 062 0 tl.250--4 O MEETING RAIL 2.344 - 1.631 411 .062 .078 III��JJJ 531 O FIXED MTG. RAIL [-1.188 - _ I. o7e 3.375 3.292 062 875 688 O FIXED FRAME JAMB �-1.247 1.254 1--.963 -+ 25 SPRING LOADED LATCH 107� II 1� .062 _L 30 SILL SUPPORT 4Z4 040 12 SCREW COVER .6J5 r 719 I ,050 .803 _ .926 ITEM PART y QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E251 1 FRAME HEAD 6063-76 6063-TS - 2 E252 1 FRAME SILL - 3 E255 t SILL TRACK INSERT 6063-T6 - 4 E253 AS REDD. MOV. FRAME JAMB 6063-T6 - 5 E151 AS REOD. FIXED FRAME JAMB 6063-T6 6063-T6 - 6 E154 1/ VENT FIXED MTG. RAIL - 7 E155 I/ VENT VENT INTERLOCK 6063-T6 - 8 E254 1/ VENT JAMB STILE 6063-T6 - 9 E157 2/ VENT TOP AND BOTTOM RAIL 6063-T6 6063-T6 - - 10 1 E159 AS READ. GLAZING BEAD (LAM. GLASS) ICA E158 E256 AS REDD. AS RE00. GLAZING BEAD (INSUL. LAM. GLASS) 6063-TB - 11 FIX RAIL RONF., FULL LENGTH 6063-T6 6063-T6 - 11A E256 AS REDD. SHEAR BLOCK, 2' LONG 12 E162 AS REDD. SCREW COVER PVC 6063-T6 - 13 E204 AS REDD. ADD -ON SILL RISER USE AS READ. 14 E257 4/ VENT ROLLER HOUONG & GUIDE CELCON - 15 FY209 2/ VENT ROLLER ROLLER PIN BRASS - 16 FY210 2/ VENT ST. STEEL - 17 #10 X 1' AS REDD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 17A #10 X 1-1/4' 2/ CORNER FLUSH FRAME ADAPTER FASTENERS CRS FH SMS 18 #10 X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) FIN SEAL W' ;TRIPPING CRS P.H. SMS 19 W23181 AS REDD. - ULTRAFAB 20 Q30OT190 AS REDD. BULB SEAL O-LON SCHLEGEL 22 E203 AS REDD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65t5 FRANK LOWE 23 FLB-50 AS REDD. 2/ VENT GLASS SPACER SILICONE 24 SL203P SWEEP LATCH - SULLIVAN & ASSOC. 24A #8 X 1/8' 2/ LATCH 2/ VENT LATCH INS. SCREW SPRING LOADED LATCH ST. STEEL OH SMS 25 FY113 6063-T6 - - PREFERRED ENG. PRODUCTS 25A - 1/ LATCH LATCH SPRING ST. STEEL - 26 WA2L 2/ WDW. WEEP VALVE 27 - 1/ VENT 5/16' BOX SCREEN FLUSH FRAME ADAPTER - OPTIONAL 28 E161 - 6063-T6 OPTIONAL 29 - 2/ LIFE SETTING BLOCK _ SILL SUPPORT INST EPOM 6063-T6 DUROMETER 8035 SHORE A 30 - 1 - 31 - - INSUL GLASS EDGEERSPACER ST. STEEL CARDINAL XL .173-I SEALANT: o fl ALL JOINTS AND FRAME CONNECTIONS SEALED WITH � fj JOINT SEALER. d g 719 .050 .803 T 1.220 I Y�••• •'0� • • • •• ._ �o +II • + • • �� • • 926• • • • • • • • • �o of r� D GLAZING BEADS •• ®� 73 :SILt •R�ER� ••• \1UUIlI/j 0 nt 0 .805 �� 3.153 • • • • o .500 062 • 7^44 • • • •125 • •I • • •1.2.6 • • • • • • • • • �.y: +cQ n rumpiginp wY6 p• - No.70592 = - - _ 15 : * - - 7� I .078 -8. • I • • • s • -1 • •• • • • • t� • • • •• •F;''-'+ Baid) C.Jeq� • i'x'i,a( • • • A' fl�99 �1��1'7 - Jun27,2018�� J� STATE OF o '•. Q/ � drawing no. II- ---III 3.230 1t 1.377 -� FIX. RAIL REINF. N.i.a!:).a•r.cM1n�:•+�-�ntrol 'e<OR1Dq;.••' ��: 2e FLUSH FRAME ADAPTER 1 SHEAR BLOCK • • • • • • • • • • ••• • • • ••• • • FLUSH FRAME ADAPTER CORNER VENT TOP/BOTTOM CORNERS • • • • • • i FRAME BCTiOM CORNER JO�at: J o diem! Dade 1'��uct C ' •ro • • • • • • • • • • • •• •• • • • s• •• ••• • • • ••• • 0 o I —J•p m a ~ n W N a Q i Z n 17 0 e a O N U jjO` W �dy vow.+ Oi�p� Osr.F aW=LLB J�1DQ� Qwmi� o" 705S2 3 [n27,2018g= a TE OF 6--g d,awin a no.1 >[[to�I•C�` 18 48D I It MIAMI•D,ADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.flov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-IZade CcLp tyRER- • • • • • Product Control Section to be used in Miami -Dade County and other areas where M WdGed by thGA "ority • • Having Jurisdiction (AHJ). . ' ' ...... .. ...... This NOA shall not be valid after the expiration date stated below. The Miami-DadeC* 4m y Product -Control . Section In Miami -Dade County) and/ or the AHJ in areas other than Miami -Dade Lh rese hari ht • • •' to have this product or material tested for quality assurance purposes. If this prodlibt br materIll fails to • • ; • • • perform in the accepted manner, the manufacturer will incur the expense of such teNtAA and tW M11 may • • • • immediately revoke, modify, or suspend the use of such product or material within 14 fir iurisdicrion RER " ' reserves the right to revoke this acceptance, if it is determined by Miami -Dade ::oCnty Proquct•�ontrol ' • Section that this product or material fails to meet the requirements of the applicable buildurg code.* • • • • This product is approved as described herein, and has been designed to comply vvitk'th@" Florida &rilding; • • • •; Code, including the High Velocity Hurricane Zone. • • : • • DESCRIPTION: Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W09-08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 renews NOA No. 17-1011.23 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-1220.05 Expiration Date: April 08, 2024 flAvi ,� Approval Date: January 2 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and NOA No.14-0317.02) 2. Drawing No. W09-08, titled "Eco-Guard Series.100 Alum. S.H. Wdw. (L.M.I.)", sheets I through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepa&e by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.P,. • • • • • • • • • (Submitted under previous NOA No. 17-1011.23) B. TESTS • • • • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per-PBC, TABS dif-94 2) Large Missile Impact Test per FBC, TAS 20T-Vzr: 3) Cyclic Wind Pressure Loading per FBC, TAX ;D' 94 4) Forced Entry Test, per FBC 2411.3.2.1, and:TAS 202-94 along with marked -up drawings and installation diagram of an &rpinum speng" Aung window, prepared by Fenestration Testing Laboratory, Inc., Tesf Rerfort NC).. • • • FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0317.02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-10( aluminum single hung window, prepared by Hurricane Engineering & Testing Inc Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F Font, P.E. (Submitted under NOA No. 09-0224.07) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-10( aluminum single hung window, prepared by Hurricane Engineering & Testing Inc Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F Font, P.E. (Submitted under NOA No. 09-0224.07) c Manuel P .E. Product Contro Exam' er NOA No. -1 .05 Expiration Date: April 08, 2024 Approval Date: January 24, 2019 E - 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4" wide x 76" high ECO-Guard Series,100 aluminum single hung window, prepared by Hurricane Enginegrring•4 Testiag•Inc. • • • •.. Test Report No. HETI-08-2168, dated 12/15/09, signed and sealed by Car0dV . ..... • •, • • Font P.E. • ..... . (Submitted under NOA No. 09-0224. 7 • • • . ...... 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201•-04 • • • • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS M'3-94 . • • • •. • • • • along with installation diagram of a 53-1/4" wide x 76-1/4" higl�IC,.�;Guard l{-nes-10('* aluminum single hung window, prepared by Hurricane Engine4rint & Tes-ing jnc. Test Report No. HETI-08-2170, dated 12/15/09, signed and sqlec.by Cana*WT. Font, P.E. .. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 15-0406.12) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 15, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 17-1011.23) 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory, Inc., dated 12/09/14, signed and sealed by Marlin D. nson, P.E. (Submitted under NOA No. 14-0317.02) Manue Pe .E. Product Control xam er NOA No. 18- 0.05 Expiration Date: April 08, 2024 Approval Date: January 24, 2019 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Product Control Section Supervisor. (Submitted under NOA No. 14-0317.02) 4. Laboratory compliance letters for Test Reports No. HETI-08-2166A, HETI-08-2166C, BETI-08-2168 and HETI-08-2170, all issued by .t4Vricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed t7 CandiF4e•.'Font,...... P.E. .. ... • (Submitted under NOA No. 09-0224.07) .. . ...... ...... G. OTHERS . 1. Notice of Acceptance No. 15-0406.12, issued to Eco Window Syfee:s, LLG for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.V.I.;'pprove� on 07/02/15 and expiring on 04/08/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. La CALCULATIONS 1. None. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1011.23, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved 12/21/17 and expiring on 04/08/19. Manuel Perez, ZP. . Product Control Exami er NOA No. 18-1220. Expiration Date: April 08, 2024 Approval Date: January 24, 2019 E - 3 ECO-GUARD SERIES-100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH ED" WN)/2017 (6TH 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 SHALL BE CORROSION RESISTANT, SPACED AS SHOWN 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 SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG, CODE k 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 RECENING THIS PRODUCT AND SEAUNG 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 HEAD CORNERS o 0 4 x 0 0 z_ x m � m .- n FALSE MUNTINS� (SURFACE APPLIED) OPTIONAL 53 1/8- WINDOW WIDTH 47 3/R' D.L.O. (FIX. UM 12' MAX. . A HEAD 3 II �I fl II �I IT u 1 II B II 3 11 II 11 u II II II II u II y II II NO ANCHORS AT SILL 47 3/8' U.LU. LYCI'llJ 50 3/16' EQUAL LITES mw <z HEAD CORNERS U D SWEEP LATCHES 4 AT 12-1/2' FRDM ENDS , TIP. X< 3 m $d 2 n x p ci n3 g ci d� FALSE MUNTINS� (SURFACE APPLIED) OPTIONAL SPRING LOADED LATCHES AT 7' FROM ENDS OPTIONAL TO SWEEP LATCHES TIP. TYPICAL ELEVATIONS TESTED UNITS 53 47 3/8' D.L.O. (FIX. UM) 12' MAX. A HEAD 3 I' ii I li n 4 I; jr 'I II II 7=4--u---- '--- 8 II 3 li II II 11 C II II 3 II I; II NO ANCHORS AT SILL 47 3/8' U.LV. LV Ln IJ 50 3/36' UNEQUAL LIfES (ORIEL TYPE) ROOLICT RENI'MfIC ' ea e^IaDhi^p, vtt6 thL FIerMA 4�u?eg ca: lb 05 AcacP...., N, 24- • • • • • • • j-'V n Data • • • • • • �:�.: at ar4e mod ?HESE WINDOWS ARE RATED FOR LARGE k SMALL MISSILE I ACT. • • • • • • )F MODUCTTBVISF.D SHUTTERS ARE NOT REQUIRED. cmrylylrg wiiF. the FloriAx • • • • • • 3ald:aa Cai•: AWeptance No •• • • • Iq • '� • 0'. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • tj U �� W m 0 I Z ro m 0 m �I = r. 0,0 o 0 wry m �m m h 4 � n 00 R OR 0ieoo O,yI N W 1• "z N {:. Zm—m a m 'd dim a z m • < O � U m o J v� m i � o ui W c V) 0 �m J O N W J w Ww-w sF � Rk I SB2 OF.!(�� drawing no. EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPES 'A', 'B' k 'C' N1DTH HEIGHT EXT.(+) 1NT.(-) 19-1/B' 24' 25-1/2" 32' 37' 40' 48' 53-1/8' 26" (3) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.D 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24" 26-1/2' 32' 37' 40" Q. 53-1/8' 38-3/8- (4) 75.0 90.0 75.0 90.0 75.0 90.0 90.0 75.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24' 26-1/2' 32' 37' 40' 48" 5J-1/8" 50-5/8' (5) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8' 24' 26-1/2' 32" 37' 40" Q. 53-1/8' 63' (6) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24' 26-1/2' 32' 37' 40'48' 76' (7) 75.0 90.0 75.0 90.0 75.0 90.0 �7A53-1/8" EQUAL LITES a i U 0 U 0 ut 1/8" HEAT STREN'D, GLASS 090' Interlayer r Trosifol PVB w By 'kuraray America, Inc.' a a 1/8' HEAT STREN'D. GLASS Z Z Za W rc rSIUC aoo R n � �! �AT 1/4 POINTS ON LTIES 13 WIDER THAN 36' ONLY GLASS TYPE 'A' NOTE -- GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPES 'B. A< C. WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) 19-1/8' 24' 26-1/2' 32' 37' 40" 48" 53-1/8' 50-5/8" (5) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 0 75-0 90.0 0 75.0 90.0 19-1/8, 24' 26-1/2" 32' 37' 40' 48" 53-1/8' 63' (6) .0 75.0 90.0 .0 75.0 90.0 F-0 .0 75.0 90.0 .0 75.0 90.0 .0 75.0 90.0 .0 75.D 90.0 75.D 90.0 75.0 90.0 19-1/8" 74" 26-1/2" 32' 57" 40" 48' 53-1/8, 76" (7) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 - 75.0 90.0 HEAT STREN'D. GLASS 090, Interlayer Trosifol PVB By 'kuraray America, Inc.' r-3/16" HEAT STRIEN'D. GLASS SILICONE i DOW 899 `41 8AT 1/4 POINTS ON LTTES 1] WIDER THAN 36' ONLY GLASS TYPE 'B' GLAZING OPTIONS WIDTH m UNEQUAL LffES (ORIEL TYPE) TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. ROOUCI'RE0$ 1 /8' HEAT STREN'D. GLASS .a nrh:4y wd:tb 191 Flot'fh 5nk: ay (:odc C 5/16- AIR SPACE ktr ^rscdo 2� �7 1/8' HEAT STREN'D. GLASS sP1rz1. aUstr �ZQ• .090" Interlayer Trosiol PVB By 'kuraray America. Inc.' I. I it 1/B" HEAT STREN'D. CLASS F SILICONE i ya DOW 899 21 m ] 18 13 \ 0 SETTING BLOCKS AT • • • • LLyF�11 CLASS AND INSUL LAM. GLASS • • • • • �ICT�Ii GLAZING BEAD LEG TO CLEAR BLOCKS • • • • • • • • 111L11111f1I/// eB • � • • • •i `_ � ,P.-•V Nam•. i 13 AT 1/4 POINTS ?!tODl)L7 RSV23LD _ N .7 92 T4 ALL SIZES mu:•nflyu:g w.6 Bix Florida Suiki.2Ccie - • �. • • •GLS4•So"•TYPE 'ty •ccentanuviJo - o1I.13 '. A'. • • •Exl•:eriae D: �g%O ATE ofRIVP- .[(7�: • • • • • • •Miami Dsda �red<.•I CdsN • i s • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 drawing no. W09-08 1BY TYPICAL ANCHORS WOOD BUCK SEE ELEV. FOR SPACING a .n.� .EDGE'ORT. e a + y e a I� J d OPTIONAL TO BOTTOM LATCH MWAI-DARE COUNN APPRDVEDMUWON hMULLON ANCHORS SEE SEPARATE NOA c EDGE DIST H2- i IL 0 g Ooo`V'o. IL �_ zt 0'c>ro o TYPICAL ANCHORS TYPICAL ANCHORS 0 a O o ti SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 0 t m m, o a a6 Z✓) LL _ o O N Q Z ,n Q wsf WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM N AND TRANSFER THEM TO THE BUILDING STRUCTURE. s U a v J h TYPICAL ANCHORS: SEE ELEV. FOR SPACING o m 1 /4' DIA ULTRACON BY 'ELCO' (FM=177 KSI, FY-155 KS) � _ n INTO 2BY WOOD BUCKS OR WOOD STRUCTURES `^ F w LL 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) fn THRU 1BY BUCKS INTO CONC. OR BLOCKS 8 N 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 3' z m n 1-1/4' MIN. EMBED INTO BLOCKS O oM DIRECTLY INTO CONCRETE OR BLOCKS W N pro m u- Z li 3 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 0 3 z� m 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) ON- M J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o W U u�i -J W IOW INTO MIAMI-DARE COUNTY APPROVED MUILUONS O OR INTO METAL STRUCTURES (HEAD/JAMBS) Q (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) ; (STEEL IN CONTACT WITH ALUMNUM TO BE PLATED OR PAINTED) Sow o TYPICAL EDGE DISTANCE S B INTO CONCRETE AND MASONRY = 2-1/2" MIN. m a S INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. c m = n • • • • qpOVR AT FAD, SILL ORt; JAMBS f•c a 3000 PSI MIN. C-40 • j10L+OWF'ILI ''ORAL g'OCiH� BLOCK AT JAMBS f'n = 2000 PSI MIN. anPr n� gun e•Flwlds • • • • • • • YCM '-• No 70592 y..w *..e Flxida � •: 1!7 _ kk r.J:e f>!w_r • ,u Nb IT)oll.}'i'-�. �/ _ i� D � 8 o SEALANT: • • • ei T' �W�� TATE OF �4j- • wsc L^4 c-1,ho • f LORIDP.•�.` ALL JOINTS AND FRAME CONNE�TI01V5 5,4tED WITrI• • Dnde • '��ONAL drowing9 no. W09-08 JOINT SEALER. • • Fis 1 • �. • \fit\\\sheet 3 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O to 1�1 P Z m ti 0 Z mp Z Op V 31 O Gr u V UNn pw� M MIAMI-DADE COUNTY' QILan SEEAPP SEPARATE E ABAMULLION NATYPICAL ANCHORS Q 'a C + SEE ELEV. FOR SPACING Z p n Q W O Kol ym Q W M F O __-- - ----__ - N N a '+ In -- --- a y W NW WINDOW WIDTH WINDOW WIDTH g � i 3tn n 7 O o � v Z c m c Z� n TYPICAL ANCHORS N J ..- SEE ELEV. FOR SPACING I C.I N w W Ld o m r 1/4' MAX VENT WIDTH SHIMS 1�• 1/4' MAX SHIM WOOD BUCKS S,..M META. 9 STRUCTURE I Ijs; 0 7 20 a C v,. TYPICAL ANCHORS M S a B a SEE ELEV. 1 2` - _. _... -._: _:-. _.-. ._._. _. . - •. FOR SPACING TYPICAL ANCHORS x q SEE ELEV. FOR SPACING .w0trmia Cf le trY W�ry� o � � ' 1 1,/2" A^rr •!ucr No) ' 'F�✓' o .. - n n D2t, }'i o o '" SCREEN OPTIONAL-______-7"—" 1/4" �x • • • • • • • m o 0 8 S w 3 MASONRY p Br.. • • • c u o ti'«;c t.Ec PT.aci Q'a11R • to EXTERIOR ( • 000 • • • • • • • 3 i PP.ODUCT REVISED i D.L OPG. a/ cwnpiyiag witA Um Florida - _ 2 • • • • 3:dld:eg Code xvrce i� 1�-IOR.t3 • • - a a 5 WINDOW WIDTH =• :rvpi+eeiao �e - j�gjfOdtf : • : : • • • STATE OF - 6(/\ drawing no. • • •tfemniD -�,rr d • •• 000 •.!t20RIDP. '�\�� W09-08 • • • • • • • • • ��i�s�OfyAl1�� sheet 4of 6 I'Tz?M / PART � RSQD. DESCRIPTION MATERIAL MANE./S[JPPISER/EEMARES 1 FY101 1 FRAME HEAD 6063-T6 - 2 FY115 1 FRAME SI ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • '-VTYPICAL ANCHORS SlE ELEV. FOR SPACING mz U � TYPICAL ANCHORS COUNTY APPROVED VULUON ANCHORS TYPICAL ANCHORS Ss ELEV. FOR SPACING1�^ ^`\ � INSTALIATION DETAILS WUH FLUSH °° �� ° *"°mn no � WOS-0}| I 2.750 •�062 1.688 813 2.812 FRAME HEAD 202-1 Q FRAME J 062 2.188 1.375 1 579 7.001 045} 1.422 Q FlX. MEETING RAIL .340 1250 .062 J 2.00J II� 1.i40-�I VENT TOP RAIL 1 O VENT BOTTOM RAIL FRAME SILL AMB .394-�{—{.130 .0503 .0453 O 1.047 ® 1.047 GLAZING BEADS [-1.434—{ 7.067 .062I�I szt 1 O VENT SIDE RAIL 73 1254 t 247 1.445 .078 .963 it SPRING LOADED LATCH —2.688 .D6z� .5C0 f 69 2.B11� O FLUSH FRAME ADAPTER 7 14 Rower REPEvnu a complying wkY the rkoft • • %.'*g Cott 1 Ls 0 '�• 4•Yn�<^i� 5 •• e �W+e Z4 FRAME CORNERS DETAIL ?RODUCT REVISED az a,a,ptying wi% dt Ftod", • • • • • Euilrcigfoca • • •• • zpinlon ?ive�q♦ • • • • •• aY Ai 42I� • • • • • Miami � •� • • • • • • • • • • • • • • • •• •• • • • •• •• 14 A F ' C'�IQ �� P••• GEr1sF' i ' n :�O••• TE OF [(7�� dtowing no. .RtoR.a�,•e�' W09-08 Construction Estimate File Name: 95th St Project Qty Craft@Hours Unit Material C - Gs ` ( <:7) - ( 24�6 Page 1 Labor Equipment Total Zero Nine Construction Management, LLC 8040 SW 69th St Miami, FL 33143 Project name: Paul Weimer Project RECEIVED Project adddress: 960 NE 95th St, Miami Shores, FL 33138 JU 15 2 19 Schedule of values: 07/12/19 BY: Additional demolition for new structural design removal of joist, sub floor, trusses, walls etc. 1.00 BL@.0000 Ea 0.00 6,520.00 195.60 6,715.60 **Subtotal: 02.1 Demolition 0.0 0.00 6,520.00 195.60 6,715.60 Footing excavation by hand 12" deep x 20" wide (6.17 CY per CLF) 23.00 BC@2.300 LF 0.00 86.25 0.00 86.25 Wall footing forms 1 use 40.00 F5@2.800 SFCA 72.62 135.20 0.00 207.82 Reinforcing steel in footings, foundations and grade beams 5/8" diameter„#5 rebar (1.04 lb per LF) 118.00 R13@1.062 LF 75.52 69.62 2.36 147.50 Individual 3" high reinforcing steel chairs Steel 50.00 _@.0000 Ea 33.15 0.00 0.00 33.15 Column footings Typical cost per CY 1.10 131 @.9630 CY 136.88 32.70 0.98 170.57 **Subtotal: 04 Concrete 7.1 318.18 323.77 3.34 645.29 Stem wall 8" thick wall 58.00 139@6.960 SF 209.96 230.26 6.96 447.18 Add for grouting cores poured by hand, all cores filled 8" thick wall, (3.79 SF per CF) 58.00 B9@1.508 SF 77.14 49.88 1.74 128.76 Construction Estimate File Name: 95th St Project Qty Craft@Hours Unit Material Labor Equipment Page 2 Total Concrete block bond beams 8" wide, 8" high, 16" long 22.00 M 1 @ 1.584 LF 71.06 75.68 2.20 148.94 **Subtotal: 05 Masonry 10.1 358.16 355.82 10.90 724.88 Floor joists blocking 2" x 10", 1.77 BF per LF 17.00 C8@.3230 LF 19.89 15.30 0.51 35.70 Tie straps 3/4" x 16-5/16" 20 ga. (ST2115) 45.00 BC@2.070 Ea 58.95 77.85 2.25 139.05 Blocking Studs for joist and beams 77.00 B1 @5.159 Ea 385.00 175.56 5.39 565.95 OSB sheathing 3/4" 102.00 BC@1.428 SF 61.20 54.06 2.04 117.30 Beams and girders 6" x 8" to 6" x 12" 356.00 C8@40.94 LF 3,631.20 1,929.52 56.96 5,617.68 Machine bolts 5/8", 11 threads per inch, Bolt Size 8" 190.00--@.0000 Ea 430.24 0.00 0.00 430.24 Labor to install machine bolts 8" to 10" long 190.00 BC@28.50 Ea 0.00 1,069.70 32.30 1,102.00 Box nails 8 penny, 2-1/2", 5-pound box, 725 nails, Galvanized 1.00--@.0000 Box 17.95 0.00 0.00 17.95 Box nails 10 penny, 3", 5-pound box, 660 nails, Galvanized 1.00--@.0000 Box 18.16 0.00 0.00 18.16 Structural steel beams and plates Under 20 pounds per LF 0.25 H8@3.500 Ton 1,025.10 215.63 110.09 1,350.82 Construction Estimate File Name: 95th St Project Qty Craft@Hours Unit Material Rectangular steel tube columns and plates 6" x 4" to 16" x 8", 21 to50lbsper LF 0.25 H7@2.000 Ton 604.35 Wall plates 2" x 4" (.73 BF per LF) 12.50 B1 @.1500 LF 6.25 Floor joists and blocking Splices 70.00 C8@1.330 LF 81.90 Rough carpentry Headers, 4" x 12" 104.00 C8@6.968 LF 386.88 **Subtotal: 06 Wood and Plastics 92.4 6,727.06 Gypsum drywall, 5/8" fire -rated board Ceilings 1206.00 D 1 @30.15 SF 446.22 Gypsum drywall, 1/2" plain board Walls 2241.00 D 1 @40.33 SF 873.99 Drywall arch and corner trim Vinyl outside corner, 1-1 /4" 60.00 D 1 @ 1.800 LF 13.80 Gypsum drywall and accessories All-purpose joint compound, 5Gal 5.00--@.0000 Ea 69.87 Gypsum drywall and accessories Perforated joint tape, 500' roll 4.00--@.0000 Ea 12.65 Gypsum drywall and accessories Drywall screws, 5 pound box 3.00--@.0000 Ea 66.40 Exterior surfaces, 3 coat Door and frame, 6 sides (2.5 doors/hour) Labor Equipment Page 3 Total 127.10 63.63 795.08 5.13 0.25 11.63 63.00 2.10 147.00 328.64 9.36 724.88 4,061.48 284.88 11,073.42 1,097.46 36.18 1,579.86 1,479.06 44.82 2,397.87 65.40 1.80 81.00 0.00 0.00 69.87 0.00 0.00 12.65 0.00 0.00 66.40 Construction Estimate File Name: 95th St Project Qty Craft@Hours Unit Material Labor Equipment Page 4 Total 2.00 PT@.8000 Ea 0.00 30.60 0.92 31.52 Exterior surfaces, 3 coat Siding, smooth, wood (250 SF/hour) 8748.00 PT@122.4 SF 0.00 4,723.92 174.96 4,898.88 Interior surfaces, 3 coat Walls, ceiling flat latex, trim gloss (500 SF/hour) 13100.00 PT@183.4 SF 0.00 7,074.00 262.00 7,336.00 Pressue Clean Exterior Surfaces Baseboard (120 LF/hour) 1572.00 PT@15.72 LF 0.00 597.36 15.72 613.08 **Subtotal: 18 Interior Walls 394.7 1,482.93 15,067.80 536.40 17,087.13 Softwood molding, base (all patterns) 1/2" x 3-1/2" (allowance) 524.00 BC@8.384 LF 869.84 314.40 10.48 1,194.72 Softwood molding, casing 9/16" x 3-1/2" (allowance) 250.00 BC@5.750 LF 522.50 215.00 7.50 745.00 Straight stairs, red oak Add for straight rail, unbored 10.00 131 @.6000 LF 130.60 20.00 0.60 151.20 Straight stairs, red oak Add for newel posts, 3" x 3" x 44" 2.00 131 @.6680 Ea 92.42 22.26 0.66 115.34 **Subtotal: 20 Millwork & Trim 15.4 1,615.36 571.66 19.24 2,206.26 Tile backer board bathrooms Floors (allowance) 324.00 T1 @9.720 SF 405.00 320.76 9.72 735.48 Tile backer board bathrooms Walls (allowance) 100.00 T1 @4.500 SF 125.00 149.00 4.00 278.00 Installation of tile in thin set mortar, floors bathrooms Stone; granite, marble, travertine, 3/8" thick (allowance) 324.00 TL@35.64 SF 800.28 1,273.32 123.12 2,196.72 Construction Estimate File Name: 95th St Demo Structural breakout Qty Craft@Hours Unit Material Installation of tile in thin set mortar, walls bathrooms Stone; granite, marble, travertine, 3/8" thick (allowance) 100.00 TL@.0000 SF — **Subtotal: 23 Floor Coverings 0.0 -- Fiberglass batt insulation 3-1/2" Kraft face (interior new walls) 750.00 Al @.0000 SF -- **Subtotal: 17 Insulation 0.0 — Page 5 Labor Equipment Total 689.00 -- 3,899.20 517.50 __ -- 517.50 Total Manhours, Material, Labor, and Equipment: 0.0 — — Subtotal: 5.00% Overhead: 3.00% Contingency: 8.00% Profit: Estimate Total: Contracts Owner S -- 42,86918 42,869.28 2,143,46 1,350.38 3,709.05 50,072.17 942.18 51,014.35 Date: l 1� Date: /�