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RC-12-20-2945, 304 NE 93rd St (2)Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ®BUILDING ❑ ELECTRIC ❑ ROOFING R- ECP-.ivIEi3 C C 2 2 2020 JB3k�- FBC 20 '-� Master Permit No. kL-L - (2l Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 304 NE 93rd St City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-3206-013-6350 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Brad Johnson & Linda Ayles-Johnson Phone#: 310.633.0960 Address: 222 Harbour Dr #101 City: Naples State: FL Zip: 34103 Tenant/Lessee Name: Phone#: Email: ail.com CONTRACTOR: Company Name: 4y1 to r come Phone#: 1US- LZ-3.30 3 9'/ Address: �. �,1 ao> q% Z Z q 7 i City: �� r) I State: �— Zip: 3 J 1 9 Qualifier Name: c � U II A 0'-' Phone#: 796 ` 703-5, / I State Certification or Registration #: G GG ) 5 ) Z L 7 DESIGNER: Architect/Engineer: Certificate of Competency #: hone#: Address: City: State: Zip: Value of Work for this Permit: $ �I 7 n (� Square/Linear Footage of Work: 3 0 C+ S Type of Work: ❑ Addition ❑ Alteration ❑ New bK Repair/Replace ❑ Demolition Description of Work: (.O f- L_ 0 f�' K (A C' H F N L3 4 fl-A V0ip 0 S 4N o O'V-H `� 2 Specify color of color thru tile: Submittal Fee $ 2 "' � Permit Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ _ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State 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 an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged, Signature 6-`�7/ Signature OWNER or AGENT The foregoing ink-lument was acknowledged before me this 1-7 day of DC 20 ZCD by PJW-cA . ��1'�11So r� , who is personally known to me or who has produced 'IPL 171nvtr h L -VtS c. as identification and who did take an oath. NOTARY PUBLIC: CONTRACTOR The foregoing instrument was acknowledged before me this 2-1 day of "D --77C_-- 20 Z O by C/i n'?C� ry who is personally kn to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: l Sig Print: oc5ey- -.q- fLv k-n Pri Seal: APPROVED BY (Revised02/24/2014) SHIRLEY DESIREE ARGUETA Notary Public - State of Florida Commission # CA 056036 Seal: ****************** Plans Examiner Structural Review �,1n Notary Public State of Florida Jfd Silvia R. Lnnlz GG 261155 E -vgee [,?r A2 as L*1 Zoning Clerk a Property Search Application - Miami -Dade County Page 1 of 1 AOFFICE OF THE P110PERTY" APPRAISER Summary Report Property Information Folio: 111-3206-013-6350 304 NE 93 ST Property Address: .Miami Shores, FL 33138-2828 BRADLEY A JOHNSON Owner LINDA D AYLES JOHNSON 304 NE 93 ST Mailing Address ................ _-... MIAMI SHORES, FL 33138 USA .... . .................. _...._.___.._ PA Primary Zone ............. __----- -------- .--_..__......__.._.............__-__-___...._-------._.._.-......_._ 1100 SGL FAMILY - 2301-2500 SQ 0101 RESIDENTIAL - SINGLE Primary Land Use .FAMILY: 1 UNIT Beds /Baths /Half 3 / 2 / 0 Floors 1 Living Units 1 Actual Area !Sq.Ft Living Area Sq.Ft Adjusted Area 2,334 Sq.Ft Lot Size '15,875 Sq.Ft Year Built 1949 Assessment Information Year 20201 2019 2018 Land Value ! $458,932 $428,412 $428,412 Building Value i $162,4461 $162,446 $162,446 XFValue ! $1,128'� $1,128 _-_ $1,128 --- Market Value ' ....._......... ._.._......... $622,506 ......... T $591,986 $591,986 Assessed Value $622,506j $591,986 $591,986 Benefits Information Benefit Type 1 20201 2019: 2018', Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 W1 /2 LOT 10 & ALL LOTS 11 & 12 BILK 47 LOT SIZE 125.000 X 127 OR 9242-1331 Generated On : 12/22/ Taxable Value Information 2020 2019' 2 County Exemption Value $0 $01 Taxable Value $622,506 $591,986 $591 School Board Exemption Value $0 $0 Taxable Value $622,506 $591,986 $591 City —�... Exemption Value �$0 $0 Taxable Value _ $622,506 $591,986 $591 Regional Exemption Value $0 $0 Taxable Value $622,506 $591,986 $591 Sales Information Previous ' OR Book - i Price Qualification Description Sale Page 32004 07/02/2020 1$699,000, Qual by exam of deed 0963 06/13/2018 I$695,0001 31028 ;Qual by exam of deed 0401 12/01/2005 $0 24099- jSales which are disqualified as a res 4481 of examination of the deed 00000- 'Sales which are disqualified as a res 02/01/1976 $1i 00000 of examination of the deed 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 Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/twww.miamidade.gov/info/disclaimer.asp https://www.miamidade.gov/Apps/PA/property search/ 12/22/2020 SUBILiN<33 PERMIT APPLICATION Miami Shores Village �IVF� N1AY 1 Building Department 9 2021 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY• Tel: (305) 7952204 Fax:-(305) 756-8972 INSPECTION LIME PHONE NiUMBER: I305Y.762-4:949 FBC 202-0 Master Permit No.((��Y 1C-a-w' nqs Sub Permit No. NBUILDING [] ELECTRIC u ROOFING u REVISION f__j EXTENSION RENEWAL PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP -CONTRACTOR- DRAWINGS. JOB ADDRESS: 304 NE 93 St City: Miami Shores County: Miami Dade Zio: 33138 Folio/Parcel#: 1 i-3206-013-6350 is the Building Historically Designated: Yes NO Occupancy Type: Load- Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleboider): Bradley AlJ hrson :Li:ncJa:D Ayles:Joh.nsan Address: 304 NE 93 St City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: Ram Construction MGM , Inc Address: 4781 SW 74Th Terrace :a 010; 633-0330 • w • i 1 . Phone#: 786-877-5156 City: Davie State: FI Zip: Qualifier Name: Rafael Antonio Morros Phone#: _ State Certification or. -Registration.#: CGC1530048 Certificate of Competency #: DESIGNER: `Arciaitect/,Engineer: Address: City: State QI2j Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Wo*: U Addition -0 Alteration �11),New f@@ Repair/Replace Description of Work: Interior Remodelation of the house Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technologyfee $ Structural Reviews $ Permit Fee $ Radon Fee $ TTaining/$ducation'fee -fi 33314 786-877-5156 Zip: 15,875 Sq Ft. .0t 'Demolition CCF $ CO/CC $ DBPR $ Notary $ . 0ouble fee$ Bond $ Q TOTAL FEE NOW DUE $ 60 I (P• 6 L1 (Revised02/24/2014) e- Bonding Company's Name (if applicable) Bonding Company's; Ad d ress: City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNEWS AFF1DAV1T: l certify that all the foregoing information is accurate and that all work will be clone 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 FINANCIN G, CO":S�:LT �,�,IITEt YOUR L€R6€2€R OR A": ATTORNEY BEFORE RECORDING' YOUR NOTICE OF. CO CIS MT. ;Notice ;to Apj,lica.nt: As.a co.iidition to' the:is3ua:nce.of.a'.bui.ldi.ng-pe:rmrt wrth.an.estimerted va.lue.exceeding25II0'the applicant,must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will'be charged. -Signature OWNER or AGENT The foregoing instrument was acknowledged before me this Signature CONTRACTOR The foregoing instrument was acknowledged before me this 18 day of M� 20 21 by 18 day of May 20 21 by Bradley A Johnson / Linda D Ayles Johnson who is personally known to me or who bas produced identification and who did take an oath. NOTARY PUBLIC: Rafael A Morros as -rye or who has_produced Sign: Yudith Vilegfit Print: sNotary Public State of Florida Seal: ,My Commission Expires April-29, 2023 who is personally known to identification and who did take an oath. NOTARY PUBLIC: as Sign: Yudith Vilc �`""" z Print: _ :Notary Public State of Florid Seal: ';,46FRO My Commission Expires 1111101, April-29, 2023 APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: RC-12-20-2945 Permit Type: Building (Residential) Work Classification: Alteration Permit Status: Approved Issue Date:06/02/2021 Expiration: 12/02/2021 Location Address Parcel Number 304 NE 93RD ST, Miami Shores, FL 33138 1132060136350 Contacts BRADLEY 10HNSON Owner RAM CONSTRUCTION MGMT, INC. Contractor 304 NE 93 ST, MIAMI SHORES, FL 33108 RAFAEL MORROS 4781 SW 74 TER, DAVIE, FL 33314 Business: 7868775156 Ins ection Requests: Description: INTERIOR REMODEL OF KITCHEN, BATHROOMS Valuation: $ 190,250.00 305 762 4949 AND OTHER AREAS. IMPACT WINDOWS REPLACEMENT. Total Sq Feet: 2,300.00 Fees Amount Application Fee - Other $200.00 CC F $114.60 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $85.61 DCA Fee $57.08 Education Surcharge $38.20 Permit Fee $5,507.50 Scanning Fee $15.00 Structural Review ($90) $90.00 Technology Fee $142.69 Total $6,300.68 Payments Date Paid Amt Paid Total Fees $6,300.68 Check # 003939 06/02/2021 $6,100.68 Check # 2681 12/22/2020 $200.00 Amount Due: $0.00 Building Department Copy 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 construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor ! Agehli / i% Date June 02, 2021 Page 2 of 2 OFFICF nr THE PR�IPFRTV APPRAISER Summary Report Property Information Folio: 11-3206-013-6350 304 NE 93 ST Property Address: Miami Shores, FL 33138-2828 BRADLEY A JOHNSON Owner LINDA D X LES .IOHNSON 304 NE 93 ST 1`8aiiing address MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ 0101 RESIDENTIAL -SINGLE Primary Land Use FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors i giving Units Y Actual Area Sq.Ft i ivLnig Area Sq-Ft Adjusted Area 2,334 Sq.Ft Lot Size 15,875 Sq.Ft 1949 Year Built Assessment ArtiormaVon Year 2020 2019 2018 Land Value $458,932 $428,412 5428,412 Building Value $162,446 $162,446 $162,446 XF Value $1,128 $1,128 $1,128 Market Value $622,506 $591,986 $591,986 Assessed Value $622,506 $591,,9W S591,9W Benefits Information Benefit I Type 2020 2019 2018 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal DescripitkW MIAMI SHORES SEC 1 AMD PB 10-70 W1/2 LOT 10 & ALL LOTS 11 8r 12 BILK 47 LOT SIZE 125.000 X 127 OR 9242-1331 Generated On: 5/12/2021 Taxable Value Information 2020 2019 2018 County Exemption Value $o $0 $0 Taxable Value $622,506 $591,9861 $591,986 School Board Exemption Value $0 $0, $0 Taxable Value $622,506 $591,986 $591,986 City Exemption Value j $0 $0 $0 Taxable Value S622,506 S591,9861 S591,986 Regional Exemption Wue S^ $01 So Taxable Value $622,506 $591,986 $591,986 Sales Information OR Previous Price Boo-- QuaGfication Des-mphon Sale Page 07/02/2020 $699,0C�30T6 Quar by exam of dived 31028- 06/13/2018 $695,000 Qual by exam of deed 0401 24099 Sales which are disqualified as a result of 12/01/2005 $0 4481 examination of the deed 00000- Sales which are disqualified as a result of 02/01/1976 $1 00000 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: RAM= CONSTRUTION MGMT. INC. Invoice No: 2271 Invoice Date: 05/05/2021 Due Date: 08/03/2021 4781 SW 74TH TERRACE Bill To: Brad and Linda Johnson DAME FL 33314 taytesjohnson@gmait_com, bjohnsonbja@gmaii.com 788-443-3276 222 Harbour Dr #101 Tax Reg N°: 0 Naples, FL 33103 Description PERMIT PROCESS - Permits are already approved - Change of contractor - Apply to get notice of commencement - City fees not included PREPARATION AND PROTECTION - Protect areas that can be damaged while construction (Including floors, cabinets, vanities and windows) Quantity Rate Amount 1 $570.00 $570.00 1 $1,400.00 $1,400.00 - Invoice 2271 - 05/05/2021 Description Quantity Rate Amount DEMOLITION WORK 1 $9,900.00 $9,900.00 - Disconnect electrical, mechanical and plumbing as needed - Remove all interior finishes and fixtures - Remove kitchen's side wall - APP remove partitions in'bedrooms' and bathrooms' areas - Remove all flooring in bedroom areas - Demo kitchen's ext wall to accommodate wider windows - Garage demolition -,Electrical,service demolition including.channels,in walls and ceilings *All disposal included - Move appliances to studio (fridge, stove, microwave)- - Remove flooring in kitchen - Demolition of bathrooms (showers, tile, fixtures, cabinets) - Move bathroom sinks, toilets to garage to sell - Demolition of MBR exterior wall for new window config - Demolition of door moldings and baseboards; remove all interior doors (except kitchen door) and exterior doors - Remove kitchen cabinets CONSTRUCTION WORK 1 $22,500.00 $22,500.00 2a Exterior repairs: 16,300.00 - APP block existing exterior openings - APP build out ext walls in kitchen.area to accommodate new windows and doors - Build new metal tie column on east side of new family room's slider door **footer is existing to remain **This detail is not on plans but it will be needed ** Column on SE corner of family room is existing to remain - APP create new metal beam reinforcements and tie beams in master bedroom's ext wall - APP create new reinforced columns in same areas - Excavate to accommodate new deck bases compaction certificate included - Repair stucco around new installations match finish as close as possible to existing - APP pour in (3) new reinforced cement platforms for new A/C units & pool pump - Close the opening of the garage with blocks and,stucco plaster from the inside and outside *Including framing of exit door in garage and structural reinforcement to code; blocks included WINDOW INSTALL 1 $20,850.00 $20,850.00 - Remove existing windows (39X100) - Install 39 new impact windows (39X350) - Install 22 new structural mullions (22X1`50) ** Additional opening structural reinforcement not included 2 111 - Invoice 2271 - 05/05/2021 Description DECKS WORK - APP-install new footers and support structure - APP install new PT wood stnictore - APP install new Trex decking system - All material included **handrail structures not included NEW INTERIORS J00 - Patch interior slab - waterproof, #3 reinforcemento si concrete FRAMING: - APP build new interior partitions and ceiling in hallway area - Create half wall to anchor new kitchen peninsula use metal frame - Build new side wall and soffits to accommodate new a/c ducts - Install new furrings and 1/2" drywall in laundry room's walls - APP install R4 or R7 insulation in all exterior walls **ceiling insulation not included **interior partition insulation not included - APP build (3) new shower bases & niches use PT wood and cement - Reinforce for shower enclosures - install backing to receive new fioating vanities and cabinetry - Wall finishes: - Install wall finishes:1/2" drywall for walls and ceilings, cement board for shower areas, green board for wet areas - Patch all walls & ceilings as needed smooth finish, match existing - APP create new fireplace base Use reinforced concrete **fireplace box is existing to remain - Create new fireplace wall use metal framing and 1/2" drywall smooth finish, primed - Build a garage door support column *Including garage and laundry room - Garage door installation (door not included) - LR/DR-ceilingrepair-included - Framing for new front door Quantity Rate Amount 1 $26,000.00 $26,000.00 1 $28,150.00 $28,150.00 - Invoice 2271 - 05/05/2021 Description TILING WORK: - Tile all interior's floors living spaces, bedrooms and bathrooms - Tile (3) showers, vanity walls & bathroom bases - rectified installations - mortar and grout included **tile not included - Tile fireplace base & den's niche (std install) ** Kitchen's backsplash included - Sealer included - S/B included (tile to be chosen). CARPENTRY - Install (9) prehung doors **doors, trim and hardware not included - Install (1) new pivot door **door, trim and hardware not included - Install new schlewters in living room area as bases - Install new regular bases in bedrooms areas **bases not included - Install (3) vanities **Closet shelving install not included, more info•needed PAINT WORK - Pressure wash all exterior walls - Caulk all fissures - Paint all interiors and exteriors - Use Benjamin Moore paint, commercial grade - Flat finish for interiors walls.and exteriors. - Semi gloss finish for trim & doors + ceiling white - Eggshell finish for bathrooms - Light colors only, no special primers included.- - Except for living room west wall: paint flat black Quantity Rate Amount 1 $19,800.00 $19,800.00 1 $4,100.00 $4,100.00 1 $12,300.00 $12,300.00 - Invoice 2271 - 05/05/2021 Description ELECTRICAL WORK - All new work in Romex - APP instal)ation of new beaker box system includes rewiring and new breakers - Burying of power line because it is running over the pool * Includes all conduit for wiring Living room/Family room: - Rough in and install (2) new sconces and switch - Rough in and install (10) outlets - Rough in and install (3) switches - Rough in and install (1) recessed light and (1) hanging light - Rough in and install (2) ext sconces and switch - Rough in and install pool light switch and JB to connect new pool light wiring to new pool light not included Rough in and install outlet in bedrooms' hallway - Rough in and install new mini sp)h service in bedrooms' ha)Jway **new main ceiling light rough in or install not included Kitchen: - Rough in and install ceiling fan and 3w switch - Rough in and install (6) recessed lights and 3w switch - Rough in and install (2) under cabinet systems & (2) switches - Rough in and install (3) pendants and switch - Rough in and install peninsula outlet - Rough in and install new dishwasher, coffee maker & hood outlets - Rough in and install (1) disposer outlet and switch - Rough in and install gas range 110v outlet -Rough in and install refrigerator's dedicated outlet - Rough in and install microwave's dedicated outlet - Rough in and install TV outlet - Rough in and install (6) GFI outlets Den: - Rough in and install air handler service - Rough in and install niche's recessed light and switch —Rough in. andinstall new TV outlet - Rough in a"d install (4) outlets - Rough in and install (4) recessed lights and switch - Rough in and install fan and switch Bedroom #3: - Rough in and install new closet light and switch - Rough in and install fan and switch - Rough in and install (4) outlets - Rough in and install (1) extra switch Bath #3: Quantity Rate Amount 1 $27,100.00 $27,100.00 5/11 Description - Invoice 2271 - 05/05/2021 Quantity Rate Amount - Rough in and install new sconce and switch - Rough in new switch and connect new exhaust fan - Rough in and install GFI Electrical panel foyer: - Rough in and install new outlet - Rough in and install (2) switches - Rough in and install (1) ceiling light Garage: - Rough in and install (3) GFI outlets - Rough in and install new switch and ext light - Rough in and install (1).switch - Rough in and install (1) garage openenr JB - Rough in and install (2) ceiling lights Laundry room: - Rough in and install (4) GFI outlets - Rough in and install ext light and switch - Rough in and install (1)_220v drier outlet - Rough in and install (2) switches - Rough in and install (2) ceiling lights (FIXTURES NOT INCLUDED) 6/11 - Invoice 2271 - 05/05/2021 Description Master Bedroom: Rough in and install (2) recessed lights and switch - Rough in and instaii (2) additionai recessed each one with a switch - Rough in and install fan and switch - Rough in and install (6) outlets - Rough in and install ceiling light and switch in walk in closet Master Bathroom: -Rough in and install (3) new sconce and switch - Rough in new switch and connect new exhaustfan - Rough in and install (2) GFI - Rough in and install new shower recessed and switch Bedroom #2: - Rough in and install (4) recessed lights and switch - Rough in and install new closet light and switch - Rough In and Install new TV outlet - Rough in and install (6) new outlets Bath#2: - Rough in and install (2) new sconce and switch - Rough in new switch and connect new exhaust fan - Rough in and install (1) GFI - Rough in and install new shower recessed and switch Exterior: - Rough in and install (3) GFI outlets - Rough in and install (7) soffit lights - Rough in and install compressor service - Rough in and install new laundry mini split unit service - Rough in and install pool pump service - Rough in and install new Tankless service - Rough in and install bedroom side mini split service General: - Rough in and install (7) interconnected smoke detectors **All recesse dligths included **All Decora outlet and switches included - All A/C components included (air handlers, compressors, etc) (FIXTURES NOT INCLUDED) Quantity Rate Amount 1 $0.00 $0.00 - Invoice 2271 - 05/05/2021 Description PLUMBING WORK - Laundry room: - Replace existing laundry sink and angle valves **existing waterlines and drains to remain Kitchen - Relocate sink and dishwasher - Install new sink, faucet, dishwasher and disposer *Refrigerator waterline included Bath #3: - Rough in new drains for shower, toilet and sink - Rough in new shower, sink & toilet waterlines all work in copper - Rough in new shower liner and drain - Rough in new valve and shower head - Rough in new faucet shut off valves - Rough in new toilet angle valves - Final installs **shower handheld or additional valve install not included Master Bath: - Rough in new drains for shower, toilet and sink - Rough in new shower, sink & toilet waterlines all work in copper - Rough in new shower liner and drain - Rough in new valve, transfer valve and shower head - Rough in new faucet shut off valves - Rough in new toilet angle valves - Final installs Bath #2: - Rough in new drains for shower, toilet and sink - Rough in new shower, sink & toilet waterlines all work in copper - Rough in new shower liner and drain - Rough in new valve and shower head -Rough in new faucet shut off valves - Rough in new toilet angle valves - Final installs **shower handheld or additional valve install not included (FIXTURES NOT INCLUDED) Quantity Rate Amount 1 $18,200.00 $18,200.00 - Invoice 2271 - 05/05/2021 Description Quantity Rate Amount General: 1 $18,900.00 $18,900.00 Rough in: and install (2) air handier's drain lines - Replace home's shut off valves - 4b Replace home's interior cast iron pipes to exterior walls 4,500.00 - Bathrooms and kitchen only **laundry room's are existing to remain - 4c: Replace home's exterior cast iron lines to existing septic tanks on east & south of property - Includes.excavation **does not include emptying of septic tank **Home's existing water service line is existing to remain, no changes included in this proposal **Existing ventilation pipes to be used. No new ventilation pipes are included in this proposal (FIXTURES NOT INCLUDED) - connecting gas lines for tankfess, dryer and stovefoven combo 1 $2,500.00 $2,500.00 MECHANICAL WORK: 1 $17,200.00 $17,200.00 - Supply and install new Laundry room's mini split - Supply and install main area A/C unit - Supply and install new bedrooms' A/C unit - APP rough in new A/C ducts - APP install (2) new linear diffusers - APP install (13) new A/C diffusers - APP install (3) new bathroom exhaust fans and either duct to ext walls or roof (**roof repair not included) - Connect new kitchen hood and exhaust to roof **roof repair not included - Rough in and install (4) return vents PERMIT MANAGEMENT 1 $6,500.00 $6,500.00 - Includes expediting and inspections - Trash removal and protection of new flooring and new windows once they are installed *Up to 3 dumpsters .SUPERVISION FEE 1 $18,200.00 $18,200.00 - Project management, supervision full time, inspections and scheduling GENERAL CONDITIONS AND FEES 1 $20,000.00 $20,000.00 - Invoice 2271 - 05/05/2021 Subtotal Discount 0% Total PAID Balance Due Comments The time frame of this project not including the pool will be 8 to 14 weeks after receiving the permits. Lead time 1.5 weeks -After this time, there will be a penalty of $1,000 a week for the first 3 weeks -After this, the penalty will go up to $2,000 per week for the next 2 weeks -After this, the penalty will go up to $2,500 per week $274,170.00 $570.00 $0.00 $273,600.00 $54,720.00. $218,880.00 Job site is to be tidied up at the end of each day. Any delays caused by owner shall be communicated to owner writing within 24 hours occurring of the event causing the delay. Contractor acknowledges that owner delays may aggregate up to 2 weeks before any of the above penalty levels are changed and then will be changed by adding day -for -day delayed and the penalty amounts pro -rated for any partial weeks. (Electrical and fixtures mounting included) NOT INCLUDED: Any work in exterior soffits or fascia board Any walkways in the front of the house Pool cement patio, new pool, impact windows/doors New exterior or interior screens in garage sides Fixtures, tile, wallpaper & wallpaper installations. Cabinetry, countertops & installations. Sub Zero/Wolf/Miele installs Mirrors, shower enclosures and any other finishing materials not specified Living room's wood wall and secondary screen Landscaping Permit, permit fees and any Items not listed in above "Scope of Work" Extra charge if architectural plans ace requited: - Our architect will draw and provide construction plans - Plans are sealed by our engineer ($4,500) The payment process is: 20% Up front to start the work and change of contractor 20% When the demolition is completed" - Invoice 2271 - 05/05/2021 20% When the flooring work is in the middle finished 20% When ceilings are finished 20% When all work is finished including all punch list items Wire. instructions:. BLUE CREW 1345 NE 204 ST MIAMI FL 33179 >ACC# 2952581615 >ROUTING# 121000248 (DOMESTIC) >SWIFT: WFBIUS6S (INTERNATIONAL) >WELLS FARGO BANK, N.A >420 MONTGOMERY >SAt3'FRAWiSC0 CA S41Cl4 Thank you for your business! RAM CONSTRUCTION MGMT, INC. 051051202i Brad and Linda Johnson 05/05/2021 Miami shores Village Building Department 10050 N. E. 2nd Avenue .Miarraa Shores, .Florida 33138 Tell: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION ii ii i7it;4\F�V i'\!i\"4V fl i�l45�i{%%�Vii'S l"�`VLRR \S{iLSi iiYiiiii�V tiV A CRY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. (,COPY (OF WORKERS.f,�ON4P N:SATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: � 1 .1 rTEST'�[CATE 0F4':r ny�°�TENC'l'F QUALIF.�ER V W 1 VJ V. :I \ J.1 J'V .I L DD JJ E . 1. I 'Coi Y 0E-1_vC,i � ` s i si'�ot= S `i X- RE :EVT ti COPY -OF STATE REGISTERED CONTRACTOR LICENSE OR VIAM:I -DADE COUNTY M;UI�ICIPAL CONTRACTOR'S TAX RECEIPT. COPY OF LIABILITY INSURACE* CORY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMP TION must have r'VOTICE TO OWI t'rR form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI-SHORES VILLAGE BLOG DEPT 10050WE 2ND AVE -Certificate-must-sppeeify;the description of -operations or contractor keense number. ■■ae■■■■oa��oaa��a��o®sa��■■�a�eo��s®eaa��ea��0�roe■■�oe��oae��o��m��eme®��■ BUSINESS NAME: RAM CONSTRUCTION MGMT. INC BUSINESS ADDRESS: BUSINESS PHONE:,( 786 ) CELL PHONE ( ) 44781 SW 74TH TERRACE CITY DAVIE 877-5156 FAX NUMBER ( ) QUALIFIER'S NAME: STATE h1 ZIP 33314 QUALIFIER'S LIC NUMBER: CGC-1530048 91 pfr Ron DeSantis, Governor Halsey Besh6art, Secretary bpr STATE OF FLORIDA Wg PEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION aNSTRUC'r101q.INUU, 1'R'Y-LICENSING BOARD THE GENERAL CANT' RACT0k h1ERElN IS UR1,-;IFit[) UNDER fl-18 PI OVISIC N> OF CHAPTER 4� FLOR;1QX-- '0ATUTE5_ M O II--16S,` RA,'Tt l; I O RAM'CONST� UCTION' MGMIT. IN�C: ~I 4781`SVW 74-TH 'Fi RRACF C AVIE... FL 33314. LIONISE NUM EIR ' CGC153- 048 E XPIRATION DAT---] A JGUST 31, 2022 Always verify licenses orilint, at My FloridaLicgilse.cc:►m Do not alter this document in arty form. This is yo�.ar license. It is urilawfUl for anyone, other than the licensee to use this document. BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT TES-S. Andfews,-Ave.,-Rm.: A-100, Ft. LauderdaJe,-FL 333Q1==1:895.= 954=83.1=400a VALID OCTOBER 1, 2020 THROUGH SEPTEMBER 30, 2021 DBA:RAM CONSTRUCTION MGMT, INC Receipt#:GENER L3CONTRACTOR (GENERAL Business Name: Business Type:CONTPaCTOR) Owner NaMe: RAFAEL A MORROS Business Location: 4781 SW 74TH TER _DAV_1Z Business Phone: 7868775156 Rooms Seats :Business Opene€t:0211812021 State/County/Cert/Reg :CGC 15 3 0 0 4 8 Mxetn ion -Code: Employees Machines Professionals 2 J )Foy Verook4)BUW.%0 )00ly j Number of Machines: Vending Type: � Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 " 0.00 0.00 1, 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS TKIS'I ECC .'IES A TAX'RECElPT T1lis tax is levied for t� e privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that JUs an compliance vAAtb State ADOocaldaws and iriegulations. Mailing Address: RAN:.CONSTRUCTION-MGMT, .INC-Recelpt-#WWK-20-00b65800 4781 SW 74TH TER Paid 02/22/2021 27.00 DAVIE, FL 33314 2020 -2021 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2020 THROUGH SEPTEMBER 30, 2021 DBA: Business INaene: CONSTRUCTION r$G ', INC -Owrter.Mame: RAFAM. A -MORROS Business Location: 4781 SW 74TH TER DAVIE Business Phone: 7868775156 ReCe=ipt:#: IS 0- 313 73 0 Business Ty p: GENERAL, CONTRACTOR ( GENERAL CONTRACTOR) -Business-Opened' 0.2 / 18:/ 2 021 State/County/Cert/Reg : CGC 15 3 0 0 4 8 Exemption Code: Rooms Seats Employees Machines Professionals. 2 Signature 'For Vending Business Only -Venfna T}� �Nnrrihar-rAWar"ne-S'vve: Tax Amount Transfer Fee NSF Fee Penalty I Prior Years I Collection Cost I Total Paid 27.00 0.00 0.00 0.00 1 0.001 0.001 27.00 Receipt #WWW-20-00165800 Paid 02/22/2021 27.00 ACORN® DATE (MM/DD/YYYY) -CERTIFICATE -OF LIABILITY �051t312021. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if theccertif sate holder is.an,ADDI'TkON'AL iNS'URED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. if S1UJBROGATt014i IS WAIVED, subject to the teams arxl,conditions of, the policy, certain policies may reduidre an endorsement. A statement on I this certificate does not confer rights to the certificate holder in Lieu of such endorsement(s). PRODUCER CCOONTACT Kary Fuenmayor -PHONE 4I954) 74'4-187.5 WC uo : �1954) 7/434511 -EStFeL'a,insurance #275 - E-MAIL enc estrellainsurance.com ADDRESS: a g Y275 C 4651 S. University Dr INSURERS AFFORDING COVERAGE NAIC # INSURERA: SIS WHOLESALE INSURANCE SERVICES Davie FL 33328 INSURED -agSURER B : MidSOLth Mutual Insurance Company INSURER C : Ram Construction MGMT. Inc. INSURER D 3 4781 Sw 74th Ter INSURER E : INSURER F : Davis FL 3331,4 CnVFRAC-0FA CERTIFICATE NIJMRER7 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR t TR TYPE OF INSURANCE ADDL ,Ngry:� SIiBR �:A POLICY NUMBER P@ilCY EFF I41�JDG1UY 1 POLICY EXP , 4_01ulsOIYMtY1 LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE OCCUR 1 DAMAGE TO RENTED PREMISES Eaocc+mrence $ 50,000 - - MED EXP (:.� person) ry one $ �5,000 I i " 7 PERSONAL & ADV INJURY $ 1,000,000 A X PCA5026-PC381956 12/22/2020 12/22/2021 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 1,000,000 PRODUCTS - COMP/OP AGG $ 1,000,000 POLICY PRO F] LOC JECT I i OTHER: _ -- AUTOMOBREL7ANOTY I I I I -GOMBINED'SINGLE..LIMIT I$ 14Ea aocnerz: if ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED - AUTOS ONLY AUTOS „ HaRED, �. NON-OWN.EO- AUTOS ONLY AUTOS ONLY �, BODILY INJURY (Per accident) $ �, ! PPOPERTY DAMAGE , a Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED ,* I/ RETENTION $ I Is I B WORKERS COM PENSATIOM ,AND EMPLOYERS? LIABILITY y! y ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIME MBERE:XCLUDED? My '(M yn NIA A � `I ! 1092974 02/11 /2021 02/11 /2022 . ii STATUTE I�. LORW I. E.L. EACH ACCIDENT $ 1,000,000 'E'L:OSEA-'EA�ENIPLONYL-EE $ -1,000,000 I E.L. DISEASE - POLICY LIMIT 1 $ 1,000,000 IIII ,lfq,descr.ib.undo DESCRIPTION OF OPERATIONS below I DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached it more space is required) u RAM CONSTRUCTION WGMT.'INC. LICENSE NUMBER: CGC1530048 /+COTICl/"ATC unt nco r_ANCFI I ATInN ^ Miami Shores Village Building Department t 1`0050 NE 2nd Ave. IMiami Shores, FL 33138 � SHOULD ANY OF THE ABOVE DESCRIBED- POLICIES SE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Kary Fuenmayor © 1988-2015 AGUKD wKYVKA I ►UIv. Aii rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD STRUCTURAL CALCULATIONS FOR REMODELING TO ONE STORY --T RESIDENCE :...:. 304 NE 93RD ST. •• • MIAMI SHORES, FLORIDA •�•• •••• November 161", 2020 Alisina Malek, PE FL PE# 70601 II#it,"" Digitally signed byAlisina ��S\NA•M'��''% Malek Q•. ENSF'•.� DN: c=US, o=ASM No. 70601 ••:* Consulting Engineers, • * _ ou=A01410D0000016F8F STATE OF : 0 ; 5383500000EB2E, .r'•:c�OR\OP•��cn=AlisinaMalek 0 '�, c�ss�• • • • • .. . 1%1. Date: 2020.1 1.17 14:43:11 Table of Contents Design Criteria : • • •: • Reinforcing the existing concrete beam ...... . .. ..... .... . .. ..... Wood deck design ' .. .. . .. ..... . . .. . ..... • Design Criteria o Florida Building Code 2017, 6"' Edition o ASCE 07-10 o ACI-318-14 o A.I.C.S. 14TH EDITION Materials o Concrete Strength at 28 days — 3000 PSI o Steel A36 (Fy=36 ksi) o Steel A992 (Fy=50 ksi) o A325 Bolt ( Fy=60 ksi) o Wood Lumber: Southern Yellow Pine Grade 42 • Gravity Design Load ■ Supper Imposed DL: 10 PSF (Ground FL- Deck) ■ Live load: 60 PSF (Ground FL- Deck) ■ Supper Imposed DL: 25 PSF (Roof) ■ Live Load: 30 PSF (Roof) • .. . . • • • • • • • • • • • • • • • . . .. . ..... �. n t f - jog - SHEFTNO.— OF CALCIJLATEO ©Y.— ,_��_,.--,-., DAIC--_ f • CHECKEGBY OATS—.__: SCALE _ _ f t ?i�� __i_�f`��,'�a�_-t-+--`�-�y-��' { t Ix- � _i�`1_}�-- s�-=�f��i� u-� 1• i t I----� t #_' a f z � [ } � � � ICJ �� - # T I f i 1 �I � •Y •�- � : • • • • • • • ( I } f —'t---# L 3 In-4 � r'�%�_ c }L {_ 3` { �� ✓��_ T' l�pZ'i��J--iU 5— �j—� — I ---t'-;a �'- i 1 - j t 1 I , ! 4 i i i ... ......... ._...... ........... ................. _._. ..._._... ............."" __.. __.._ . __._ __._... _........ ...... ......... ____. ___ ..............._; SHEET KO: --_ OF CALCJLATEO.©Y- [} CHECKEO BY DATE. �O C� 0 Project Title: 0 Engineer: Ayles-Johnson Addition Project ID: 304 NE 93rd Street Project Descr: Miami Shores, FL 0 - Wood Beam Software copyright ENERCALC, INC. 1983-2020, Build:12.20-8.24 law DESCRIPTIO Johnson Renovation- Wood Deck-2- 2x6 wood joist Span=6-6" (9' wide wood deck) CODE REFERENCES Calculations per NDS 2015. IBC 2015, CBC 2016. ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method>Ilowable Stress Design Fb + 1,000.0 psi E : Modulus of Elasti Load CombinatiASCE 7-10 Fb - 1.000.0 psi Ebend- xx 1,400.0 ksi Fc - Prll 1,400.0 psi Eminbend - x 510.0 ksi Wood Species Southern Pine Fc - Perp 565.0 psi Wood Grade No.2: 2"-4" Thick: 5"-6" Wide Fv 175.0 psi Ft 600.0 psi Density 34.330 pcf Beam Bracing Beam is Fully Braced against lateral -torsional buckling • • D(0_045) Lr(0.24) .... . • • • • • • • • .. • • • • • • • • • . 2-2x6 ...... • • • Span = 6-50 ft • • • • Applied Loads 1�e lh d "or -,ii ._ Uniform Load : D = 0.0450, Lr = 0.240 , Tributary Width = 1.0 ft DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.955. 1 Maximum Shear Stress Ratio = 0.332 : 1 Section used for this span 2-2x6 Section used for this span 2-2x6 fb: Actual = 1.194.17psi fv: Actual = 72.53 psi Fb: Allowable = 1.250.00psi Fv: Allowable = 218.75 psi Load Combination +D+Lr Load Combination +D+Lr Location of maximum on span = 3.250ft Location of maximum on span = 6.049ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.167 in Ratio = > 360 Max Upward Transient Deflection 0.000 in Ratio = <360 Max Downward Total Deflection 0.198 in Ratio = > 180 Max Upward Total Deflection 0.000 in Ratio = <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd CF/V C i Cr Cm C t CL M fb Fb V fv Fv D Only 0.00 0.00 0.00 0.00 Length = 6.50 ft 1 0.210 0,073 0.90 1.000 1.00 1.00 1.00 1.00 1.00 0.24 188.55 900.00 0.13 11.45 157.50 +D+Lr 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.50 ft 1 0.955 0.332 1.25 1.000 1.00 1.00 1.00 1.00 1.00 1.51 1,194.17 1250.00 0.80 72.53 218.75 +D+0.750Lr 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.50 ft 1 0.754 0.262 1.25 1.000 1.00 1.00 1.00 1.00 1.00 1.19 942.77 1250.00 0.63 57.26 218.75 +0.60D 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.50 ft 1 0.071 0.025 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.14 113.13 1600.00 0.08 6.87 280.00 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+Lr 1 0.1977 3.274 0.0000 0.000 Load Combination Support 1 Support 2 Overall MAXimum 0.926 0.926 Overall MINimum 0.780 0.780 D Only 0.146 0.146 +D+Lr 0.926 0.926 +D+0.750Lr 0.731 0.731 +0.60D 0.088 0.088 Lr Only 0.780 0.780 . • • • see 0 • ..•.•. . • • • • 00000 • . es . • . 000960 • • • •• • ....•. • • • .• • . .. • .•. • • • . DESCRIPTIO Johnson Renovation- Wood Deck-2- 2x6 wood joist Span=5-4" (6' wide wood deck) CODE REFERENCES Calculations per NDS 2015. IBC 2015, CBC 2016. ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Methodallowable Stress Design Fb + 1,000.0 psi E : Modulus of Elasti Load CombinatASCE 7-10 Fb - 1,000.0 psi Ebend- xx 1,400.0ksi Fc - Prll 1,400.0 psi Eminbend - x 510.0 ksi Wood Species Southern Pine Fc - Perp 565.0 psi Wood Grade No.2: 2"-4" Thick: 5"-6" Wide Fv 175.0 psi Ft 600.0 psi Density 34.330pcf Beam Bracing Beam is Fully Braced against lateral -torsional buckling • D(0 03) Lr(0.18) • • • • • • • • Y Y • • 2-2x6 • • •• •• • • • • •• i"•••••• • Span =5.330ft • •• . ••••�• Applied Loads Sei i._e loads entered- Load Fact--rs ,.,Jll b-, °cr rU ; Uniform Load : D = 0.010, Lr = 0.060 ksf, Tributary Width = 3.0 ft DESIGN SUMMARY • _ • Maximum Bending Stress Ratio = 0.473 1 Maximum Shear Stress Ratio = 0.194 : 1 Section used for this span 2-2x6 Section used for this span 2-2x6 fb: Actual = 591.66psi fv: Actual = 42.34 psi Fb: Allowable = 1.250.00psi Fv: Allowable = 218.75 psi Load Combination +D+Lr Load Combination +D+Lr Location of maximum on span = 2.665ft Location of maximum on span = 4.883ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.056 in Ratio = > 360 Max Upward Transient Deflection 0.000 in Ratio = <360 Max Downward Total Deflection 0.066 in Ratio = -' >=180 Max Upward Total Deflection 0.000 in Ratio = <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd CF/V C i Cr Cm C t C L M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length = 5.330 ft 1 0.094 0.038 0.90 1.000 1.00 1.00 1.00 1.00 1.00 0.11 84.52 900.00 0.07 6.05 157.50 +D+Lr 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.330 ft 1 0.473 0.194 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.75 591.66 1250.00 0.47 42.34 218.75 +D+0.750Lr 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.330 ft 1 0.372 0.152 1.25 1.000 1.00 1 00 1.00 1.00 1.00 0.59 464.87 1250.00 0.37 33.26 218.75 +0.60D 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.330 ft 1 0.032 0.013 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.06 50.71 1600.00 0.04 3.63 280.00 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+Lr 1 0.0659 2.684 0.0000 0.000 DESCRIPTIO Johnson Renovation- Wood Deck-2- 2x6 wood joist Span=5'-4" (6' wide wood deck) Vertical Reactions Support notation : Far left is # Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.560 0.560 Overall MINimum 0.480 0.480 D Only 0.080 0.080 +D+Lr 0.560 0.560 +D+0.750Lr 0.440 0.440 +0.60D 0.048 0.048 Lr Only 0.480 0.480 • •• •• • •• •••••• • 0 Project Title: 0 Engineer: Ayles-Johnson Addition Project ID: 304 NE 93rd Street Project Descr: Miami Shores. FL 0 Wood Beam Software copyright ENERCALC, INC. 1983-2020, BuiId:12.20.8.24 DESCRIPTIO Johnson Renovation- Wood Deck- 2x6 wood joist @2'-0" o/c Span=5'-10" (6' wood deck) CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis MethoAllowable Stress Design Fb + 1,000.0 psi Load CombinatiASCE 7-10 Fb - 1,000.0 psi Fc - Prll 1,400.0 psi Wood Species Southern Pine Fc - Perp 565.0 psi Wood Grade No.2: 2"-4" Thick: 5"-6" Wide Fv 175.0psi Ft 600.0 psi Beam Bracing Beam is Fully Braced against lateral -torsional buckling D(0.02) Lr(.0 12) 2x6 Span = 5.830 ft E : Modulus of Elasti Ebend- xx 1,400.Oksi Eminbend - x 510.0 ksi Density • • • Applied Loads Seivi_e loads erteiec r ,=:_ Uniform Load : D = 0.010, Lr = 0.060 ksf, Tributary Width = 2.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.75S 1 Maximum Shear Stress Ratio = Section used for this span 2x6 Section used for this span fb: Actual = 943.82psi fv: Actual = Fb: Allowable = 1.250.00psi Fv: Allowable = Load Combination +D+Lr Load Combination Location of maximum on span = 2.915ft Location of maximum on span = Span # where maximum occurs = Span # 1 Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection 0.108 in Ratio = -360 Max Upward Transient Deflection 0.000 in Ratio = <360 Max Downward Total Deflection 0.126 in Ratio = -180 Max Upward Total Deflection 0.000 in Ratio = <180 34.330 pcf •••••• •• ••••• go • • • go 6 • •••••• •••• 0.287 : 1 2x6 62.83 psi 218.75 psi +D+Lr 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd CF/V C i Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length = 5.830 ft 1 0.150 0.057 0.90 1,000 1.00 1.00 1.00 1.00 1.00 0.08 134.83 900.00 0.05 8,98 157.50 +D+Lr 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 5.830 ft 1 0.755 0.287 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.59 943.82 1250.00 0,35 62.83 218.75 +D+0.750Lr 1,000 1.00 1.00 1.00 1,00 1.00 0.00 0.00 0.00 0.00 Length = 5.830 ft 1 0.593 0.226 1.25 1.000 1.00 1.00 1.00 1.00 1,00 0.47 741.58 1250.00 0.27 49.36 218.75 +0.60D 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 5.830 ft 1 0.051 0.019 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.05 80,90 1600.00 0,03 5.39 280.00 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+Lr 1 0.1257 2.936 0.0000 0.000 0 Project Title: 0 Engineer: Ayles-Johnson Addition Project ID: 304 NE 93rd Street Project Descr: Miami Shores, FL 0 Printed: i7NOV 2020. 5:03PM Wood Beam r Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 DESCRIPTIO Johnson Renovation- Wood Deck- 2x6 wood joist @2'-0" o/c Span=5'-10" (6' wood deck) Vertical Reactions Support notation : Far left is #' Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.408 0.408 Overall MINimum 0.350 0.350 D Only 0.058 0.058 +D+Lr 0.408 0.408 +D+0.750Lr 0.321 0.321 +0.60D 0.035 0.035 Lr Only 0.350 0.350 • •••• • •• ••••• • • • • • • • • • • • • • :0. • • • • • • • • • • • • • • • • •• • •••••• •• • •••• • • • FORMS FLORIDA BUILDING CODE, ENERGY CONSERVATION Residential Building Thermal Envelope Approach FORM R402-2017 Climate Zone ❑ Scope: Compliance with Section R401.2(1) of the Florida Building Code, Energy Conservation, shall be demonstrated by the use of Form R402 for single- and multiple -family residences of three stories or less in height, additions to existing residential buildings, alterations, renovations and building systems in existing buildings, as applicable. To comply, a building must meet or exceed all of the energy efficiency requirements on Table R402A and all applicable mandatory requirements summarized in Table R402B of this form. If a building does not comply with this method, or by the UA Alternative method, it may still comply under Section R405 of the Florida Building Code, Energy Conservation. PROJECT NAME NEW HVAC EQUIPMENT BUILDER: ANDADDRESS: 304 NE 93rd ST. OWNER: MIAMI SHORES, FL. 33138 PERMITTING OFFICE: MIAMI SHORES • • Mr. & Mrs. Brad Johnson JURISDICTION NUMBER: 2 3 2 6 0 0 : .0. • 9. • •9 • • • • • • • • • • • General Instructions: PERMIT NUMBER: set* 1. Fill in all the applicable spaces of the "To Be Installed" column on Table R402A with the information requested. /ZII Fro �e Installed" values must b�• • • • � equal to or more efficient than the required levels. 00000, • • • o • 1 • 2. Complete page 1 based on the "To Be Installed" column information. 0000 • • • • • • or • • 3. Read the requirements of Table R402B and check each box to indicate your intent to comply with all applicable ifter>e.• • • • • • 00000 4. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent r;,104also sigryand• date the fong.• • •k • 1. New construction, addition, or existing building 1. EXISTING BUILDING • • • • • • ••r • 2. Single-family detached or multiple -family attached 2. • • • 3. If multiple -family, number of units covered by this submission 3. • • • • • • • • • A • 4. Is this a worst case? (yes/no) 4. • • 0000 ••• • • • 5. Conditioned floor area (sq. ft.) 5 NA • • • • 6. Windows, type and area a) U-factor: 6a. NA b) Solar Heat Gain Coefficient (SHGC) 6b. NA ' c) Area 6c. NA NA 1 "s 3 7. Skylights' _ �¢7r:a7 a) U-factor: 7a. b) Solar Heat Gain Coefficient (SHGC) 7b. NA ' 8. Floor type, area or perimeter, and insulation: " a) Slab -on -grade (R-value) 8a. NA ter.,.. b) Wood, raised (R-value) 8b. Py ' c) Wood, common (R-value) 8c. pai d) Concrete, raised (R-value) 8d.� e) Concrete, common (R-value) 8e. 1 9. Wall type and insulation: ' a) Exterior: 1. Wood frame (Insulation R-value) gat. NA 2. Masonry (Insulation R-value) 9a2. b) Adjacent: 1. Wood frame (Insulation R-value) 9bl. ' 2. Masonry (Insulation R-value) 9b2. ' 10. Ceiling type and insulation a) Attic (Insulation R-value) 10a. NA b) Single assembly (Insulation R-value) 10b. ' 11. Air distribution system: a) Duct location, insulation 11a. CONDITIONED SPACE. R-4.2 b) AHU location 11b. INTERIOR ' c) Total duct leakage. Test report attached. 11c. cfm/100 s.f. Yes El No 12. Cooling system: a)type 12a. (1) split and (2) mini splits 17 b efficient Dg.,.Ilys dby, ", 12b.(1)16, (1) 16.5 & (1) 17 SEER y - Zub 11a g y a) -type ® � ManJ °";< ° "°"""° °9" 13a.(1) ELEC . STRIP. & (2) HEAT PUMPS 13. Heating system: a t e ' �C fi. -- - - 'Z "a"=aoi<ia aaoomizns9 °i (1) 1 COP (1 10 . 5 & (1) 9 HSPF b) efficiency , a ,<"_,"a", 13b. k�. I j g 'Z0bfl1Jga-Zublllxga 14. HVAC sizing caleulation:'attached �� Day 2D2O12.,en«:n 14. Yes ❑ No ❑ J ' 15. Water heati�system:, a) type ` � 15a NA r b) efficie cy (J 15b. I hereby certif�th�t ohe• .lafns a rAe, ifi,,ations covere It this form are Review of plans and specifications covered by this form indicate ' in compliantlye it h � r P ng ode, Energy C, s6' atr ' compliance with the Florida Building Code, Energy Conservation. Before PREPARED B� \ 1 Date -�� construction is complete, this building will be inspected for compliance in ' I hereby certify,t ttNis building is in-compliance'with the Florida uilding accordance with Section 553.908, F.S. i Code, Energy Con eLS,ation� n CODE OFFICIAL: OWNER/AGENT: I! 6T' �O�D}at�e: Date: FLORIDA BUILDING CODE: -:Eti RGYIC.ONSERVATION, 6th EDITION (2017) R-55 FORMS TABLE R402A BUILDING COMPONENT PRESCRIPTIVE REQUIREMENTS' INSTALLED VALUES Climate Zone 1 Climate Zone 2 Windows U-Factor = NR U-Factor = 0.40' U-Factor - NA SHGC = 0.25 SHGC = 0.25 SHGC = NA Skylights U-factor = 0.75 U-factor = 0.65 U-factor = NA SHGC = 0.30 SHGC = 0.30 SHGC = Doors: Exterior door U-factor = NR U-factor = 0.403 U-factor= Floors. Slab -on -Grade NR NR Over unconditioned spaces' R-13 R-13 R-Value = Walls°: Ext. and Adj. Frame R-13 R-13 R-Value = NA • • Mass •••••• Insulation on wall interior R-4 R-6 R-Value = • • • • Insulation on wall exterior R-3 R-4 R-Value*-• • • • • • Ceilings' R=30 R=38 R-Valut t • • • • • • Air infiltration Blower door test is required on the building envelope to verity leakage <_ 1 ACH; Total lea age =IkCH test report provided to code official. Test re erP3ttdchedv • • • Yes •li%L� NA • • • • Air distribution system': Air handling unit Not allowed in attic • • • • • • • • • Locati;i*o;; T)31TI0➢•fE�• :�AC Duct R-value R-value >_ R-8 (supply in attics) or >_ R-6 (all other duct locations) R-Value = 4 . 2 Air leakages: •••••• • • • • Duct test Postconstruction test Total leakage <_ 4 cfm/100 s.f. <_ • • • • • Total leakage - frrfllPi sP.f. Rough -in test Total leakage 4 cfm/100 s.f. (air handler installed) i Test report gttaQF ed? Yes ElNo Total leakage <_ 3 cfm/100 s.f. (air handler not installed) Ducts in conditioned space Test not required if all ducts and AHU are in conditioned space Locations • • • • • • • • Air conditioning system: Minimum federal standard required by NAECA6: Central system <_ 65,000 Btu/h SEER 14.0 SEER = 16 16.5 0 17 Room unit or PTAC EER [from Table C403.2.3(3)] , EER = Other: See Tables C403.2.3(1)-(11) Heating system: Minimum federal standard required by NAECA6: Heat pump 5 65,000 Bluth HSPF 8.2 HSPF = 10.5 & 9 Gas furnace, non -weatherized AFUE 80% AFUE = Oil furnace, non -weatherized AFUE 83% AFUE = Other: Water heating system (storage type): Minimum federal standard required by NAECA6: Electric' 40 gal: EF = 0.92 Gallons =NA 50 gal: EF = 0.90 EF- Gas fired' 40 gal: EF = 0.59 Gallons = 50 gal: EF = 0.58 EF- Other (describe): NR = No requirement. (1) Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method. (2) For impact rated fenestration complying with Section R301.2.1.2 of the Florida Building Code, Residential or Section 1609.1.2 of the Florida Building Code, Building, the maximum U-factor shall be 0.65 in Climate Zone 2. An area -weighted average of U-factor and SHGC shall be accepted to meet the requirements, or up to 15 square feet of glazed fenestration area are exempted from the U-factor and SHGC requirement based on Sections R402.3.1, R402.3.2 and R402.3.3. (3) One side -hinged opaque door assembly up to 24 square feet is exempted from this U-factor requirement. (4) R-values are for insulation material only as applied in accordance with manufacturer's installation instructions. For mass walls, the "interior of wall` requirement must be met except if at least 50 percent of the insulation required for the "exterior of wall" is installed exterior of, or integral to, the wall. (5) Ducts & AHU installed "substantially leak free" per Section R403.3.2. Test required by either individuals as defined in Section 553.993(5) or (7). Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. The total leakage test is not required for ducts and air handlers located entirely within the building thermal envelope. (6) Minimum efficiencies are those set by the National Appliance Energy Conservation Act of 1987 for typical residential equipment and are subject to NAECA rules and regulations. For other types of equipment, see Tables C403.2.3(1-11) of the Commercial Provisions of the Florida Building Code. Energy Conseroruion. (7) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume). (8) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume). R-56 FLORIDA BUILDING CODE — ENERGY CONSERVATION, 6th EDITION (2017) FORMS TABLE R402B MANDATORY REQUIREMENTS Component Section Summary of Requirement(s) Check Air leakage R402.4 To be caulked, gasketed, weatherstripped or otherwise sealed per Table R402.4.1.1. Recessed lighting: IC -rated as having <_ 2.0 cfm tested to ASTM E 283. Windows and doors: 0.3 cfm/sq. ft. (swinging doors: 0.5 cfm/sf) when tested to NFRC 400 or AAMA/WDMA/CSA 101/I.S. 2/A440. Fireplaces: Tight -fitting flue dampers & outdoor combustion air. X Programmable R403.1.2 A programmable thermostat is required for the primary heating or cooling system. thermostat NA R403.3.2 Ducts shall be tested as per Section R403.3.2 by either individuals as defined in Section 553.993(5) or (7), Florida Air distribution system R403.3.4 Statutes, or individuals licensed as set forth in Section 489.105(3) (t), (g) or (i), Florida Statutes. Air handling units are not allowed in attics. • • X Water heaters R403.5 Comply with efficiencies in Table C404.2. Hot water pipes insulated to >_ R-3 to kitcher•outlet*, other cases. • • Circulating systems to have an automatic or accessible manual OFF switch. Heat trap%gViFed:or vertical Dipe • risers. • 0 NA Swimming pools & spas R403.10 Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas 11 111%fnfnimum therml • efficient is 82 % . Heat um pool heaters minimum COP is 4.0. Y pump •••• •• • N'�1• Cooling/heating R403.7 Sizing calculation performed & attached. Special occasion cooling or heating capacity regyireil, separate;ysteinpr X• • equipment variable capacity system. Lighting equipment R404.1 At least 75 % of permanently installed lighting fixtures shall be high -efficacy lamps. 0000 • • • N• • • • •• • •••• • • FLORIDA BUILDING CODE — ENERGY CONSERVATION, 6th EDITION (2017) R-57 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. ERA Technical Services New Hvac Systems Miami, FL 33177 Page 1 Project Report General Project Information Project Title: New Hvac Systems Project Date: 10-30-2020 Client Name: Mr. And Mrs. Ayles-johnson D'9"a'ly ,g,,d by Jo i Client Address: 305 Ne 93rd St. Juan z Dr, �=S, o-2ubJ1agz J ONU Daslgo Client City: Miami Shores, FI. 33138 Ou' =A01410C000001]2A997D1 Company Name: Zubillaga Design AC0000994C. cn-1-bI Zubillaga 2„h��'49a Company Representative: Juan Zubillaga Hate: 2020A 2.16 0500 11'42:49 Company Address: 200 Crandon Blvd. Suite 314 Company City: Key Biscayne, Fl. 33149 Design Data Reference City: - - Miami, Florida 00 0.. • .... • _ - .. Building Orientation: Front door faces South 000600 '..' ....:. Daily Temperature Range: Low ...... Latitude: 25 Degrees .... .. ...... Elevation: 7 ft. '....' '..' ..... Altitude Factor: 1.000 ...... .. . ..... ' Outdoor Outdoor Outdoor Indoor Indoor .. .. Gra�r4F. . .. ...... .' Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Differelce' Winter: 47 44.1 n/a n/a 70 41/a '..' Summer: 90 77 56% 50% 75 055' Check Figures Total Building Supply CFM: 1,985 CFM Per Square ft.: 0 776 Square ft. of Room Area: 2,558 Square ft. Per Ton: 550 Volume (ft'): 22,319 Building Loads Total Heating Required Including Ventilation Air: 46,765 Btuh 46.765 MBH Total Sensible Gain: 43,654 Btuh 78 % Total Latent Gain: 12,199 Btuh 22 % Total Cooling Required Including Ventilation Air: 55,853 Btuh 4.65 Tons (Based On Sensible + Latent) Notes - Rhvac is an ACCA approved Manual J, D and S 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. F:\ ...\JOHNSON RESIDENCE HEAT LOAD.rh9 Wednesday.. December 2, 2020, 12:11 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. ERA Technical Services New Hvac Systems Miami, FL 33177 Page 2 System 1 Master Bedroom And Bedroom #2 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1A-cm-o: Glazing -Single pane, operable window, clear, 300.2 6.422 0 10,635 10,635 metal frame no break, U-value 0.93, SHGC 0.5 11 D: Door -Wood - Solid Core, U-value 0.39 21 188 0 246 246 14E-5-8b: Wall -two courses brick, brick on concrete or 8 1087.8 3,302 0 2,298 2,298 inches concrete. two courses (8 inches) brick with R- 5 board insulation, U-value 0.132 18A-19: Roof/Ceiling-Roof Joists Between Roof Deck 441 517 0 675 675 and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark • Membrane, Dark Tar and Gravel, R-19 blanket or • • • • • • loose fill, U-value 0.051 • 18A-19: Roof/Ceiling-Roof Joists Between Roof Deck 818 1,336 • p• • • • 1 70042' • • • 1, 7.4d? •; • and Ceiling or Foam Encapsulated Roof Joists, Dark : or Bold -Color Asphalt Shingle, Dark Metal. Dark • • • • • • • • • • • • Membrane, Dark Tar and Gravel, R-19 blanket or 0000 • loose fill, U-value0.071 .... •••••• . .. ..... 22A-ph: Floor -Slab on grade, No edge insulation, no 223 6,965 • Q• • • • •• 0• • • • ••�••• • A • • • insulation below floor, any floor cover, passive, heavy • • • • • • • • moist soil, U-value 1.358 . . .. . • ...... Subtotals for structure: 18.730 • 0 15,5Z)6 ••• 15,506 . People: 0 •0. • 0... :.0... : Equipment: 250 5*00... • 750 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 185, Summer CFM: 97 4,672 3,605 1,603 5,208 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 1 Master Bedroom And Bedroom #2 Load Totals: 23,402 3,855 17,699 21,554 Check Figures Supply CFM: 805 CFM Per Square ft.: 0.639 Square ft. of Room Area: 1,259 Square ft. Per Ton: 701 Volume (ft'): 11,667 System Loads Total Heating Required Including Ventilation Air: 23,402 Btuh 23.402 MBH Total Sensible Gain 17,699 Btuh 82 % Total Latent Gain. 3,855 Btuh 18 % Total Cooling Required Including Ventilation Air: 21,554 Btuh 1.80 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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. F:\ ...\JOHNSON RESIDENCE HEAT LOAD.rh9 Wednesday, December 2, 2020, 12:11 PM Rhvac - Residential & Light Commercial HVAC Loads r, Elite Software Development, Inc. ERA Technical Services New Hvac Systems Miami, FL 33177 Page 3 System 2 Family, Kitchen, Den. Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1A-cm-o: Glazing -Single pane, operable window, clear, 265A 5.677 0 9,650 9,650 metal frame no break, U-value 0.93, SHGC 0.5 11 D: Door -Wood - Solid Core, U-value 0.39 21 41 0 82 82 14E-5-8b: Wall -two courses brick, brick on concrete or 8 1043.4 3.169 0 2,204 2,204 inches concrete, two courses (8 inches) brick with R- 5 board insulation, U-value 0.132 14E-5-8b: Part -two courses brick, brick on concrete or 8 1165.1 769 0 1,538 1,538 inches concrete. two courses (8 inches) brick with R- 5 board insulation, U-value 0.132 18A-19: Roof/Ceiling-Roof Joists Between Roof Deck 954.8 1 120 0 1,4.6.1. and Ceiling or Foam Encapsulated Roof Joists, Dark • or Bold -Color Asphalt Shingle, Dark Metal, Dark ...... . .. • Membrane, Dark Tar and Gravel, R-19 blanket or ...... loose fill, U-value 0.051 • • • • • • 20P-11: Floor -Over open crawl space or garage, Passive, 284.3 510 • Q. 3; 0•. • 3.1D, R-11 blanket insulation, any cover, U-value 0.078 • Subtotals for structure: 11,286 .0�.. 15,Z . •' 15,246• • • • People: 4 800•... 920 . 1,720 • Equipment: 1,Ob0 2,000 3,Oer70••:• Lighting: 0 0 :0*..� .0 Ductwork: 0 0 0. * 0.00 : be e e Infiltration: Winter CFM:221, Summer CFM: 115 5.601 4,278 1,9b3...� 6,181 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 2 Family, Kitchen, Den. Load Totals: 16,887 6,078 20,068 26,146 Check Figures Supply CFM: 912 CFM Per Square ft.: 0.956 Square ft. of Room Area: 955 Square ft. Per Ton: 438 Volume (ft'): 7,956 System Loads Total Heating Required Including Ventilation Air: 16,887 Btuh 16.887 MBH Total Sensible Gain: 20,068 Btuh 77 % Total Latent Gain: 6,078 Btuh 23 % Total Cooling Required Including Ventilation Air: 26,146 Btuh 2.18 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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. F:\ ...\JOHNSON RESIDENCE HEAT LOAD.rh9 Wednesday, December 2, 2020, 12:11 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. ERA Technical Services New Hvac Systems Miami, FL 33177 Page 4 System 3 Garage Summary Loads Component - Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1A-cm-o: Glazing -Single pane, operable window, clear, 18 385 0 1,118 1,118 metal frame no break, U-value 0.93, SHGC 0.5 11 D: Door -Wood - Solid Core, U-value 0.39 17.5 157 0 205 205 14E-5-8b: Wall -two courses brick, brick on concrete or 8 568.9 1,727 0 1,203 1,203 inches concrete, two courses (8 inches) brick with R- 5 board insulation, U-value 0.132 18A-19: Roof/Ceiling-Roof Joists Between Roof Deck 344.2 404 0 527 527 and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold -Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-19 blanket or • • • • • • loose fill, U-value 0.051 • • 22A-ph: Floor -Slab on grade, No edge insulation, no 77 2,405 Q. • • • ; 0• • • • �. insulation below floor, any floor cover. passive, heavy • • • • • • •; • • moist soil, U-value 1.358 •0000• Subtotals for structure: 5,078 • �•.. • 3,Oo3•. • • 3,04• • • People: 1 200.... NQ 48g:•.• Equipment: 1,0000.. • 2,Ob0•.. • 3,000.... Lighting: 0 ...... 0 . 0 . • Ductwork: 0 :0 .0 . • Infiltration: Winter CFM: 55, Summer CFM: 29 1,398 1,OO6 4:40..0 1,540 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0O.• : Q... :b...: AED Excursion: 0 0 1%...� 130 System 3 Garage Load Totals: 6.476 2,266 5,887 8,153 Check Figures Supply CFM: 268 CFM Per Square ft.: 0.778 Square ft. of Room Area: 344 Square ft. Per Ton: 507 Volume (ft'): 2,696 System Loads Total Heating Required Including Ventilation Air: 6,476 Btuh 6.476 MBH Total Sensible Gain 5,887 Btuh 72 % Total Latent Gain: 2,266 Btuh 28 % Total Cooling Required Including Ventilation Air: 8,153 Btuh 0.68 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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. F:\ ...\JOHNSON RESIDENCE HEAT LOAD.rh9 Wednesday. December 2, 2020, 12:11 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. ERA Technical Services New Hvac Systems Miami, FL 33177 Page 5 System 9 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--- 1 Living Room 441 8.588 112 3-0 0 5,335 1,100 243 243 Zone 1 subtotal 441 8,588 112 5.335 1,100 243 243 ---Zone 2--- 2 Master Bedroom 818 14,814 192 6-0 0 14,509 2,755 660 660 And Bedroom #2 Zone 2 subtotal 818 14,814 192 14,509 2,755 660 660 System 1 total 1,259 23,402 304 17,699 •3,855 �8�5%• 80�•••• Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to deterinipe glass sarssible gains .' at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling show"above arm lat.intende"00 0 to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are fci the hour it which . the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based aathe "Average Load :'••': Procedure +Excursion" method. ..•. ,. ..... Cooling System Summary • Cooling Sensible/Latent Sensible Latent Total • Tons Split Btuh :' 141% Btuh • • Net Required: 1.80 82% / 18% 17,699 • 3,851 . . :•• '• 21,5W*0 • • • •.•••• F:\ ...\JOHNSON RESIDENCE HEAT LOAD.rh9 Wednesday, December 2, 2020, 12:11 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. ERA Technical Services New Hvac Systems Miami, FL 33177 Mal Page 6 System 2 Room Load Summary Htg Min Run Run Cig Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name 1-- SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 3 Family, Kitchen, 955 16,887 219 9-0 0 20,068 6.078 912 912 Den. System 2 total 955 16,887 219 20,068 6,078 912 912 Cooling System Summary , Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.18 77%/23% 20,068 96,0 8 �••••• 26.14F�,•�• .• . •. . • • ..•. . •• .•... • . •. . ...... • . . • •••••• 0 see* FA ...UGHNSON RESIDENCE HEAT LOAD.rh9 Wednesday, December 2, 2020. 12:11 PM Rhvac - Residential & Light Commercial HVAC Loads ERA Technical Services' Miami, FL 33177 System 3 Room Load Summary Htg Min Run Room Area Sens Htg Duct No Name _ SF Btuh CFM Size ---Zone 1--- _ 4 Garage 344 6,476 84 3-0 System 3 total 344 6,476 84 Cooling System Summary Cooling Sensible/Latent Tons Split Net Required: 0.68 72% / 28% Elite Software Development, Inc. New Hvac Systems Page 7 Run CIg Clg Min Act Duct Sens Lat Clg Sys Vel Btuh Btuh CFM CFM 0 5,887 2.266 268 268 5,887 2,266 268 268 Sensible Latent Total Btuh Btuh Btuh 5,887 2.266 8,153 ...... . .. ...... .... . .. ..... ...... .. . ..... .. . .. ...... . . .. . ...... • • • • 000 • • • 0000 • 0000 F:\ ...\JOHNSON RESIDENCE HEAT LOAD.rh9 Wednesday, December 2, 2020. 12:11 PM Approved for use at: Juan J 304 NE 93 St. Z u b i I I a g a `_ u'rP ,Oh.. D: F €t. L:; Eae , 1 1L 33442 REPORT HOLDER: GOODNIiAN MANILIFACTURING COV;P/�N'Y, L.P. 5151 S:AN FELIPE STREET HOUSTON, T . 77056, USA 877-254-4729 1 GOOD [tIiANIvIlFG.001':l SCOPE OF EVALUATION (cornpliance with t}ic, following codes): Technical valuation Report DIVISION: 23 08 00—COMMIS51ONING OF HVAC THIS 00CUN'tENT CONTAINS (") PAGES: THE FIRST PAGE MUST BEAR AN ORIGINAL SiGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (Sul)-gr.,ct to 1, 2021 or nex. cote, i;Yt.:!"..,IIiiftCr.} THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY, NO ELECTRICAL OR TEMPERATURE PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. This FI -u Evaiu2tl ,r; Reric't €s I)eirt sec in a;;cord .11— _J*'h the Evt,r.tnle�nts of the Florida Building Code Sixth Edition (2017) per FBC Secti;n 104.11,1 FNIC 301.15, FB Hdi-lo Ch. 'I8, ASCF 7 101 FRC; Existing Building _.t-tt<_,tis 707.1, 7F07-2, FE(: Building 1522,2, and FSC Rcsiaential t41120-121, it€1301.1, FQ, 4'=.=. , including Brciward County Administrative ProviItionS 1073A, The- pro iuci nr t+tt(i Oil thi" report has beer) tested atlt3 Or G,aIU1 Ii 3C) aZ� SL-:Rri ilio.d ht ois , IN ACCORDANCE WITH THESE CODES EACH OF THESE REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED SEAL OF THE EVALUATING ENGINEER. SUBSTANTIATING DATA: • Product Evaluation Documents Sub,,4,anti€ tin^y douirnetM ion has bee i s.lvrr.:iit'c: to pmvirdie this TER and is s� In3mc.rized if) the sections below, • Structural Engineering Calculations Structural engineering cal^ulc,tlCins Ilav, teen prepared hich r -;tiluate the , p,-irative>, and'or ialio ,; an2,lysiS :o ��L,a;i[y theprodoct based on follow rit desitin ciil(.>ria: • i':1 'K:rer,.ini <:i(ti.v .: ni>, lar'<<te I i€"iCi ('re.4U':vr incc r r; Integrity • maximum ait r t h Idi. slidi,) r F 7 Iin , iYi relent ( ala,slstt_;ri iFr� 1"mmi€<ty d NOTNo 313ri,Wert i t ; L Il sak>I = i b'-en t1I it) Ine design (,I this )rode€c+ I i-?-soft Er%,L.I c. to carry, , t ,hc Caiculations present iI) iF:Is ; c art. INSTALLATION: hhv i - :Tucisi listed a staatl ue uiat'tac ri strict cavrnikh�mcu _Ir- ides T'i-R t nrlr I`2ccurer ,ir Ic'4t nu 1el f c fl -,tt The ploduct Con;po I ., nls shall be 1;)(,'vi alL t.`;fl t C lal lh+' mar F,f ;cturer I rtwi;ied piodmt Spl rci'iG-�tiorS. A'! sc!eti s st Iut4 In act:crd e[ ice v-rith the t112 a ,tore-_y I>ublis3E.:i irzSi lt<:titin in , .ictirris;. U;VIITAI IONS & CONDITIONS OF USE: Of 'Iii;> prOdLi t ._ii rli lr< in strict n^ c cs:nr Y:% t!li; .mF wL ri;:,t d hGrc.€=. _C't ftrl 3' h<,ti Ii"COtF ri ,t?lifl,ilat .i':..:it; C,U;t:;lr'It50f ,15ti OPTIONS: 1`lils c .2;L.Ciiio:t is vj,,lid for all G )CDr 0t I. r:;rr''G s , :E;s .,i it ';3i.' :a,e lat;a'ted on the final pilre. FINISH, C DI TER-16-3146.4 Ftorida Btiddingg Code Sixth Edition (2017) NOTE: GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DiFFER IN APPEARANCE: UNiT CASING MATERIAL r i • Ir I�•t-r €dr f 7C_ '?i3yU gt,i rli.Z(;d �pc.et S3eu1.1- s_e53 C:i n i r t it,C� • • •vL 22na g;>>v�ni ed '.,heet steel AS - M f!3:i .c1ld i�.!?eo � ter l IOr b,,t„ lI0r.�;G * • • i_ • pan, 2€:.'t'1 .1n.Avsnrrod Sheet ';.?='r I A 'r ii�i it'S `•-via r01�.(� StG�SI for € t3 1a !;e� RI i car, t t tors 4 side coin r "etched Nilh . -ar > • KnO,.hD.,E provided (ortl,ia,, £= 'ontrol co.tts.ct., 000006 • • INSTALLATION: • • • • • • • • • Jt'all `Qliov.` tranufacturei ,rr,I tC.ai; iS:•P�� Ri 2's tlip it c� •CIO - .:r .•*'j' • r,t=rglti, STRUCTURAL PERFORMANCE: • • • • • • • • + • • • • moCros reletenced hPreir, ,.[E �tah,c.•;•t• •',•y P:,I �ivi 2U t�tsi #� hr i3"teaicxi_� • e Sr E-r 1il t`:xpD`:UrQ Cate xC tip . C. x I;P • � • • ! ! • • • • • ?t, L( a - 9 tna;lod nq I irnl (ulti for E to SW Page ;:.1°•F ' I r • • ulr) tee and, i dudlnn 170m h l0hili? tot i:3 tc' R�•Pau' ^fORll' . H ! 12 • •. • • • Up IV � ��nl1r, (VNit for Lip to °t i't'I •tsnn I• ' h FeK44,i • • C-rr and of Roof l.ppli olio- Per in=talta io , in trlr , _nst • .... • lie I o` Helurd ,..I,t,4t 4 {o :itc, Hurricane Ton; Maximum Rated Wind Pressure' 119psf Lateral 93psf Uplift (ASID Sites pacific wind an<I ' iS May mochice aRef ri-t€ Ifniitati0n, r.:�,:3r En FiY.In1UlYi sir: C7 YII F'1 prblsstire is E.r---t ...... ABOUT THIS DOCUMENTEli ENGINEER -CERTIFIED INLER C:E RrIFIED ORIGIl, VARIll ti'r" t 0RF:INFORMATIO CAN BE FOUIID BY VlI;ITIEICFNCINIE RINGEXPRESS((��i it}r�E .. (R itf SCANNING CrR LISING HE 1!EB ADDRESS I UC Nt7 t ERE r •" ? THIS DOCUMENT NOT VALID WITHOUT` ORIGINAL ENGINEER CERTIFICATION ECA!CI.},t;; ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SEAL REQUIRED "O BE VALID PER CODE: Frank L. Bennardo, P.E., SECB ENGINFFRING EXPRESS"' t, 0 Signed by if Checked: Cordon DiBattisto, PE FL PE 40046549 FLCA tt9BA'5 FL PE 982328 NOTICE: IF THIS PAGE DOES NOT CONTAIN AN ORIGINAL SIGNAFURE & ENGINEER SEAL: if: THERE IS A DIGn"At. SIGNATURE ON PAGE), I HIS DOCUMENT -IS P^,R ;,OP A CIGITALtY SIGNED PILE, SHALL REMAIN IN DIGITAL FORMAT-& PRIN -ro COPIES Ott THix DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. IF -i-MPF IS NO DI T :.i. S,Gt1 Tl1RE: ON FACE I OR THIS PAGE DOES NOr CONTAIN AN E NGINEER'S ORIGINAL SIGNAL (IRE & SEAt, THIS DOCUMEN I IS A COPY/DRAFT. l. -Ali RiLhm f VC te 60 c AP ROVEI OORC .� -` i ., ..6 I �. ,t „d,., ..£C ..C.,• _ .. - I U...4t�0 GOODMAN SPLIT SYSTEMS Engifieering Express`" I TER-16-3146.4 SECTION 2 PRODUCT INSTALLATION! Condens[ Roof or ground structure l subs (concrete, steel, _ schedule below) TIE -DOWN STRAP & CLIP SCHEDULE TIE -DOWN CLIP (GROUND APPLICATION) m clips. See ASTM A653 G60 galvanized cold tolled steel 0.072" thick for all )elow for cabinets tied down at ground rations (Goodman Bracket): fasten cabinet using (2) anchors per clip from Anchor to Host Structure Schedule Table. Clip integrates into base pan slot. Cabinet Root Height' Exp C Roof Height" Exp D Tie -down Straps W (Tie WILL pbs) -down clips. Total � I Al Ground Ground 0 NA 4 60' 80' 25' f35' D NA. R �. 12tf (.ism 60 (85' 0 3W, 2W (250') 0 4W B1,B2 Ground 0 NA 4 0 400 1201150') r(ffi') 400200 f250)Ground C1, C2, C3, C4, CS 0 NA 4 60` (80') _ 25 {3Sj 2 t 120 (IS01 60 t '" 2 SW, 209 250' 115 L501 2 wo D1, D2, D3, D5, D6 Ground Ground fJ NA 4 6U (80) 25 (3``) — 600D4, S 12Cf (150 j 60` (ti'l 2. 600 203 (250` 115`(75fi') 7 600 ANCHOR TO HOST STRUCTURE SCHEDULE Cabinet Roof Height" Exp C Roof Height' ExpD Anchor Type Concrete 3,00OPsi 1/8" Min A36Steel 1/8" Min 6061-T6 Alum Ground Ground A NIA PJ A 25' (35 N A B B Al M 60 85Y �N/A B11571507 N A B R Ground Ground A N A NLA � � 25 35 .... N A ._....._.. B B Bl, 62 120' 150' 60' (85') N/A B B ' 200' 250 Ground 115 150 N/A A B N A B N A C1, C2, C3, 60' 80' _Ground N/A B B C4, C5 120' 150' N/A BB 200' 250' 1 N/A B B Ground Ground A N A N/A DI, D2, D3, Ci0` gp' I N/A B B D41 D51 D6 120' 150' 4 � N/A R _ B _ 200' 250' il. t N A 8 B TIE -DOWN CLIP (GROUND AND ROOF APPLICATION) Miami Tech CUTO I" wide and any length ASTM A653•galvan�zed steel 0,07" thick for all catxtetetisd down to a roof str jjd%e; fastdh clip to structurg • • • : • usin�oinchor from Anchot•Schedule to • HUSLjtil Utre Tabs anti 0 #10 x 1/2"• • • SS 410%elf-drilling screw to fasten clip to unii tiase pan. See Tie -down Strap• a8• • • Clip" t2tiytle Tabs: % ci}(1•amount' • Hurriir+ ew kit #DGACU1D36K • • • • • •••••• •• • ••••• Tie -down Strap & Clip Type: (for roof apptcations) 90 •••••• • • Working Load Limit (WLL) is strap's manufaitilrer-specified►fiier strap. A • .,• • • • minimum strap width of 1" is required for ailpbinejs. • • • • • • Clips heights shall be adequate to fit SMS vothi: iiraw. pan height, lerify height• • • • on site. • • Clips should be placed at center on each side and equally spatCdt for ground mounted condition. See details in page 3. for roof mounted condition. *The value shown in parentheses indicates the allowable roof height in 170mph conditions. i.e. 60' (80) indicates an allowable roof height of 60' for 175rnph or 80' for 170mph Vult. Note; IrVertical Strap2ingl 1. Tie -down straps shall be wrapped around unit and roof stand rail and shall be tightened using the buckle. Provide two straps per unit. 2. Strap material shall be either high strength webbing and shall be compliant for exterior grade use if they contain plastic components, per FBC chapter 26. Or 1" wide 229a ASTM A653 steel Strap secured with (2) #14 SS sins to the bottom of the stand rail. 3. For 200 MPH Nan-HVHZ, use (2) metal straps. up to bb' MRH Exposure C. Anchor Types to Host Structure: A. - u4" ELCO ULTRACON SS4 Anchor embedded 3" in 3.000 psi concrete. 2 1/2" from edge minimum. B. - 1/4" -20 LING SS 316 bull min. 112" from edges with nut and 1" CD washer. NA. - No anchors apply. IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE 15 CAPABLE OF WITHSTANDING THE RATrWr;IENFFa GRAVITY, LATERAL, XPRFSS AS TODUPLIFT FORCES BY THE INTEGRITY OF THE HOST STRUCTTURIGW NO WARRANTY E TO CARRY DESIGNOF ANY FORCE LOADS INCURRED BIND, EXPRESSED OY THIS (S OFFERED BY UNIT, FNGINEIE.RiNG Exi-RESs"' 160 SW 12'" AV[- SUP E 1.06 DFT ,f t?I D BEACH FI , 3442_ Page 2 '.E (954) 354-0660 Ef tz.i rtriNc;Ex�eLs� �c'fut Goti[}tJ1Atd SPLIT SYSTEMSEngineering Expr-ess-�4 I TER-16-3146.4 NOTES' 1. 3"X)-X1/8" ALUMINUM ANGLE SHALL BE 6061-16 AND SHAI.t OVERHANG R" STRAP AND CLIP LAYOUT ROOF INSTALLATIONS ..................-----.UNIT DEPTH - -...... —STAND SPREAD --t MECHANICAL UNIT ROOF MOUNTED PLAN VIEW Tit -DOWN CI IV PER SCHEDULE. SPACED AT 1" MECHANICAL UNIT ;IC E NOTE 4 RAP EDNLE MAXIMUM PROM STAND RAIL PER SIDE, 2, CONDENSER SHALL REST ON TOP Of I HE STAND RAIIS. .>. CLIPS MAY NOT COINCIDE WITH RAIL BELOW. ATTACHED ANGLE. USING (21 THRUROLT V,I/ NUTAND 1.001.) WASHER. 4, "HE -DOWN CLIPS ICR CABINETS COUAL OR. SMALLER THAN 26" WIDE SHAH. SE LOCATED 1" EROPA EDGE MIN. MECCHANICAL (2) 410 SN' CI.I P, TYP. E-DOWN CLIP PER ;HEDULE, SPACED I 1". SEE NOT E 4 •••••• • 1LUMI�JUNT �i:SQ:, STAND I -RAIL `YP- ATT♦ACHEDTORAILSUSING (BY SEPARATE• R-1% L'lil 5g 316 THRL!' & CERTIFICATION) • NUI AN01" OD WA[•tER • • • • MECHANICAL UNIT TIE-D`DVjr4 DETAIL • • • • (SECTION C-C') • • •••• STANO I -RAIL ISY SEPARATE 2"XIj8-ALUMINUM MECHANICAL UNIT RESTING ON STAND RAILS CERTIFICATION} ;I.E,TYP.ATTACHUD SECTION A -A' RAILS USING (2) i' SS 316 THRUBOLT 1E-DOWN CLIP PER NUT A.NO 1" OD ;2) F 10 sms PER SCHEDULE, SPACED SEIER CLIP, TYP. AT 1„ $P,rNOTE s (I)V.i-mA SS 116 STAND I -RAIL (2) T,.DIA SS 316 iHRI 801 T WJ (BY SEPARATE 1HiiUBOLT WITH NOT NUT AND 1" Ot) WASHER i t F K,ATION) AND WASHER, PER CLIP, tt TYP_ MECHANICAL UNIT RESTING ON STAND RAILS FRONT VIEW (SECTION B-B') s"xz"Xll£3-'ALUMINUM MECHANICAL UNIT RESTING ON STAND RAILS ANGLE, TYP.ATIACHED SIDE VIEW TO RAILS USING (2)h" DIA 55 316 THRUBOLI Note: it,5 , lers must ensure that screws used to faster the tie -down clips with the unit base pan do not touch the Cnii Eireventing and damaq&. All IN/ NOT AND 1" OD pieces and instillati011 parts per Miami Tech Hurricane hit #DGACUTD36R WASHER ENCIIJEERIr G EXPRES;'`) 160 SW 1Z1" AVE, SUITE 106 DEFRPIE` u PI Get H I: t 442 Page 3 (954) 354-0660 ENGINEEFINL,FXt�RESS.COtA GOODMAN SPOT SYSTEMS Engineering Express' I TER-W-3146.4 1"X22oa CONTINUOUS GALV.ASTM A653 STEEL STRAP SHALL PASS OVER UNIT I O I- BEnM ON OPPOSITE SIDE AT S-1/2" FROM END. STRAPS SHALL BE SECURELY TIGHTENED SNUG AGAINST UNIT 22 GA (0,0299- MIN. v } Fu=58KSI MtN.) STEEL A/c HOUSING UNIT f / r-/ �._ ISOLATOR PADS BEYOND. MIN. {OPTIONAL r f - EEEi (2) .74 SA[ Gr 2 MIN 30" LONG NAND--' II MIN, SFAS AT EACH STRAP END RAIL •I 'to UNIDERSIDE OF I -BEAM SECTION 4 SUPPORTING CALCULATIONS & SUMMARY FORCES SUMMARY • • • • • • • Cabinet Outside Dimensions weight Range (Ibs) Roof Height' Exp C Roof i Height"' Exp D Lateral Pressure (Psf) Uplift Pressure (Psf) Max Force (lbs) Max Overturn (Ibs-in) • Max • • b}( 4(IRr-4)0 • • • Uplift Force � (Ibs) • _• D (in) w (in) H (in) Al eojl -... 23.0 25.7 10 .:•cund G,nand d3A 0.0 170_5 22G£-1 W6 0.0 • 23A 23.0 2 .7 60'mo,) =) 380.0 - 7970. ?46.5 • 8-9 23.0 i 3.0 2 .7 120' 1150) 60' 01s io9.5 84.0 437.2. 9166 s ayE 308 � 23:0 23.0 25.7 20C'(25D'J 115 {1S0' 118,3 93.4 485.6 10i654 442.9 341A • 81,82 26.0 2.6.0 32-5 1G3-133 Ground Ground 43A_.. 0.0 252.? 4100.3 157.70 0.0 • 26.0 26.0 32.5 60'(EO') 2� I351 92.6 72.1 543.2 132E7.0 •`.ij1.0 3431 2.6.A 2a'.0 32.5 120`(150') 63'18S'i 106.5 84C 624.9 15281J 5a7.$ 39d,3• 26.0 26.0 32.5 115'(150`} 118.3 9?A 694.2 16980.6 653.1 d385 C1, C2, C3, C4, CS 29.0 29.0 40.0 142-124 Ground 43,0 00 3464 6:?27.5 23E 0.0 29.0 29.0 40.0 25' i%`-') 92.6 7iA 745.7 21102.8 7277 d2G E 2.9.0 --�--- 29.0 - 40.0 L01(1 60' l8S'} -_' 106.5 84.0 857.9 24y71.-5 837.0 490.E 29;0 40,0 15' 11501 11" 9'1.435.5 O1,D2,D3, D4, 05, D6 3515 41.8 G!ou,td 43.0 0-0 442.6, 9238.E 260.2 F.G 35.5 ' '3`0.)`} � 789343 ..:r1•,, 333154929d2311E.,-cE1 880.0.1 639.E 35.5 31 S -01.6 �(210 11926 ..53 1J952.9 . 73S,i 35.5 35..- .5r1lo` ) .7 817A206-306 Note: Calculations performed according to the information provided by the client. PANEL. INTEGRITY SUMMARY Cabinet Roof Height Ex C Roof' Height Ex D Horizontal Strapping Re wired Cabinet Roof' Height Ex C f' ]Fteht D Horizontal Strapping Re wired Al [iO' (801) 25' (3Y) No BI 60 (8(7') 25' (35) No 120' (150') Gt)' (SS') No 120' (150') 60' (85) No 200'(250) I15`(150') No 200'(250') 115'{1&0') No B2 60' (80') 25 (35') tdn C1 60' (80') 25 (35') No 120' (15(y) 6(J` 1851 No 120' (150') R7 (85') No_ 2W'(25(Y) TjS(150') No 200'(25O') 11,5(150') No Cz C3 _ 253' (35') Na _ 120' (150') 60' (85') N0 120' (i50'J 6(Y (85') No 2W' (25Y) 115' (150') No 2(XI' (250') 115' (150') No C4 60' (80') 25' (35) No C5 60' (80') 25' (35') No 120' (150') 60' (85`) ND 120' (15Y) 60' (85) No 200'(250') 135'(1501 No 2W'(250') 115'(1501) No -- D1 60' (80') 25(35') No D2 60' (80') 2:i (35') Ne 120' (150') 60' MY) No 120' (150') 60' (85) NO 200'(250') 115' (15(y) No 200'(250') 115 (I501 No D3 60` (8U') 25, (3_s) No D4 W' (80') 25' (35) No 120' (150') 60' a5') No 120'(150') 60' (85') No W(250') 715'(150') No 200'(250') 115'(150')... No ..._... - - DS G0. (-qc.,) . 2..5' (35') No � LD6 fiO' (80') 120' (150') 60' (85') No 120' (150'} 60' (85) NO 200`(250') 115`(150) No 200'(250) 115{150) No ENGINEERING EXPRESS`' 1,60 S`At 3.2" AVE, SUITE 3.06 DEEM iFt_D BEACH 1 133442 Page 4 (L)54) 354-066U f_I'ac,),vteRlNc;ExI �e S.corn G{JOCiMAN SPLIT SYSTEMS Engineering Expresses j TER,-16-3146.4 CABINETS & DIMENSIONS _.. Goodman Model No. W 1 D (in.) H (in) v_........ -, Cabinet GSX130181 23.00 25,75 Al _ GSX130241 26,00 27,50 B1 6SX130301 26.00 27.50 131 GSX130361 26.00 27.50 B1 GSX130421 29.00 36.25 C3 GSX130481 29.00 36.25 C3 GSX130601 _ 29,00 40.00 C6_ GSX131611 35.50 38.25 D5 GSX140181 26.00 27.50 Bi GSX140191 26.00 27.50 B1 GSX1 00241 26.00 27,50 B1 GSX140251 26,00 32.50 B2 GSX140301 29.00 32.50 C2 GSX1 00311 29.00 32.50 C2 GSX140361 29.00 32.50 C2 6SX140 111 29,00 32.50 C2 GSX140 22.1 29.00 36.25 C3 GSX140431 29.00 C3 GSX140481 35.50 D1 GSX140601 35.50 CC2 D5 ' 29.00 A' 29.00 C2 A' 29.00 35.75 C3 A' VGSX16'481A* 29.00 39.50 D6� A' 35.50 35.75 D1 A` 35,503950 D6 1 29.00 32.25 C2 OSX6160361 29.00 3825 C2 DSXC160481 35.50 36.25 Di DSXC160601 35.50 38.25 D3 6SX160181 29,00 32.25 C2 GSX160241 29.00 32.25 C2 _ GSX160301 _. 29.00 36,25 C3 GSX160361 29,00 38.25 C6 GSX160421 35.50 3625 D1 GSX160 881 35.50 36.25 D3 GSX160601 35.50 38.25 D5 GSX160611 35.50 38.25 D5 GSX .160241 29.25 32,50 C2 GSXC160361 1 35.75 : 36.50 D1 GSXC 160481 35.75 3Z 00 D3 GSXC 160601 35.75 42.25 D6 GSXC180241 35.7�50. D6 GSXC180361 35.7 D6 GSXC180481 35.75 42.25 D6 GSXC180601 35.75 42.25 D6 Goodman Model No. W I D (in.) H (in) Cabinet _ �) GSX160311A 29,00 38.25 C3 GSX160371A 35.50 T 36.25 D1 DSXC180361 35.50 138.25 D3 DSXC180481 35.50 38.25 D3 DSXC180601 35.50 38.25 D3 GSZ140181 29.00 34.50 C1 GSZ140241 29A0 34.50 C1 GS7140301 29.00 36.25 C5 GSZ140361 29,00 ; 36 25_ C5 GSZ140421 GSZ140481 35.50 29.00 39,75 _ 25 D6 C5 GSZ140491 35.50 34,50 D2 GSZ140601 VSZ140181 35.50 29.00 1 34,50 34.50 D2_� C1 VSZ140241 29.00 '; 34.50 C1 VSZ140301 29.00 36.25 C5 VSZ140361 29,00 36.25 C5 VSZ140421 35,50 39.75 D6 VSZ140481 29.00 36.25 _C5 VSZ140491_ 35.50 34.50 D2 VSZ140601 35.50 34.50 D2 VSX140181 26.00 ' 27.5Q B1 VSX140191 26,00 27.50 B1 VSX140241 26.00 i 27,50 B1 VSX140251 26.00 27.50 B1 VSX140301 VSX140311 2900 29.00 32.50 32.50 Cl C1 VSX140361 29.00 32.50 C1 VSX140371 29.00 32.50 C1 VSX140421 29,00 36.25 C2 VSX140431 29.00 j 36.25 C2 VSX140481 35.50 1 36.25 D1 Goodman Model No. W I D (in.) H (in) Cabinet VSX140601 35,50 38.25 D2 GSZ160181 29.00 36.38 C5 GSZ160241 35.50 34.63 D2._ GSZ160301 35.50 34.F.W, GSZ160361 35.50 40. GSZ160421 29.00 36. GSZ160481 35.50 34, GSZ160601 35,50• 4Q GSZC160241• 35.50• 34. GSZC166361 • 35.50• 4000 D6 GSZC 1694& o • 35.50 • V 4 R2• • • • GSZC16860+!! • 35.50 40.00 Q6 GSZC18824A• 35.50• 40A0 _ Iv. • • 1 GSZC1803CAo 35.50. •U.61l Q1 • 01� GSZC186A8h0 35.50• 40130 96. • GSZCic*604• 35.50• 40Ab b DSZC 1 @V"A • 29.00 3,8.25 C4 . DSZC160361 DSZC*0481• 35.50• 4 35.50• 3W5 3W% P' ••� P3 DSZC 1 M01 35.50 a •W5 �'� • • DSZC180361 35.50 oW% D3 DSZC180481 35-50 38.25 D3 DSZC180601 35.50 3&25 D3 GSZ14019 29,00 34.50 C1 GSZ1402.5 29,00 34.50 C1 GSZ14031 35.50 34.621 D1 I GSZ14037 35.50 40.00 D6 Note The model numbers on this page may be followed by up to two (2) alphanumeric characters. Those characters will not affect the structural performance, since they refer to minor/major changes not related to the cabinet structure. Note ifilmtration selected for dirrienslonal purposes LitnITATIC?rdS t CONDITIONS Or USE: su t Ir£ o1. o s C e 1 t r C O I s 1 ll t ill Sf k t rt ce Ili 3- k : Y ijr g,j i t tic 5c r r£ IC- . r } J C b I f f. 41 r t t t : . a � _ t 0, in Irl's cj£espea€ s l her {; } t i i £ c"1 I$ iS €i I -:C Liir i 1 T 1 4 'E y .tt £ t i 1' of ril S 1 t F.--- 1% 1,irslt e%c6 )>o F11 e _ fr"io - £ of 1 1 E•, t1 t ) 1ttS 3 E T a "� 1 1( i:1 r ar' r -• .. ,_ t of h _ rt ( 1 --f 4£ n 7£ £q 3 i ' IL 1 V t'f [ ff pit -1 _ i t 3 T r-r£zr 3 :1f t 4 E J t .tt L i i i s S 1 £ t1 t a1 I r :o wE. < _ 1 bf... S t 3 .I d 1 I} f„I t r C 1 I_N61Nf-'TRING FXPRBS" 160 SW 1211' Avf,,. SurfF 106 DLERFIELD BEACHF633442 Page 5 (11154) 354-0660 Er. ;irlr:ERI;LGEr;f �trsS.c �n ____....___............_.___ Approved for use at: Juan J W "=o_=� 172-7011 304 NE 93 St. Z u b i I I a g a M. ENGINEERINGTechnical EvaluationReport EXPRESS DIVISION: 23 as 00-COMMISSIONING OF HVAC E.X.P.F..R.T, (Engineering Express Prcducl Evaluation P,epon) THIS DOCUMENT CONTAINS (4) PAGES: THE FIRST PAGE MUST BEAR AN 160 S'W 12Th'AvE SUITE 106, DEERFIELD BEACH. FL 33442 ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (964) 354-0660 1 Er.GIr:EERlr�GExPF,,,P-ss.cona (Issued February 1, 2018 Subject to Renew December 31, 2019) (or next code cycle change) REPORT HOLDER: DAIKIN MANUFACTURING COMPANY, L.P. 5151 SAN FELIPE STREET HOUSTON, TX 77056, USA 877-254-4729 1 DAIKINCOMFORT.COM SCOPE OF EVALUATION (compliance with the following codes): THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. This Product Evaluation Report is being issued in accordance with the requirements of the Florida Building Code Sixth Edition (2017) per FBC Section 104,11.1, FIVIC 301,15, FBC Building Ch. 16, ASCE-7-10, FBC Existing Building sections 707.1, 707.2, FBC Building 1522.2, and FBC Residential MI202. 1, M1301.1, FS 471.025. including Broward County Administrative Provisions 107.3.4. The product noted on this report has been tested and/or evaluated as summarized herein. IN ACCORDANCE WITH THESE CODES EACH OF THESE REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED SEAL OF THE EVALUATING ENGINEER, SUBSTANTIATING DATA: • Product Evaluation Documents Substantiating documentation has been submitted to provide this TER and is summarized in the sections below. . Structural Engineering Calculations Structural engineering calculations have been prepared v:,Nch evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: • Iviaximurn allowable unit panel wind pressure connection integrity • Ivlaximurn allowable uplift, sliding, & overturning moment for ground and roof applications C21CUlatiOr-1 summary is included in this TER and appears below, NOTE: NO 33`/o increase in allowable stress has beer: used in the design of this product. INSTALLATION: The product(s) listed above shall be installed in strict compliance will) this TER & manufacturer -provided mode' specifications. The product components shall be of the material specified in the manufacturer -provided product specifications. All screws must be installed in accordance with the applicable provisions & anchor manufacturer's published installation instructions. LIMITATIONS & CONDITIONS OF USE: Use of this product shall be in strict accordance with this TER as noted herein. See final page for complete imitations and conditions of use. INSTALLATION: Shall follow manufacturer specifications as well as information provided herein. FINISH: Baked enamel. casing color white ivory. Florida Building Code Sixth Edition (2017) DAM NOTE: THE GRAPHICAL DEPICTIOR IN•THIS Wpe) 2 'ARE FOR ILLUSTRATIVE PURPOSES ONLY �ND RY DIFFA IN A.PPEARANl? .: • UNIT CASING MATERIAL: • • ; •. • • • • • • • • 25ga gale. sheet steel equivalent to A:�TlvV!V3 CS Cold I4blled Ste44 • • •; Removable top & side covers secured Pjfth Mint SAE 10 4!Co fAIS scievkft_ (see • Panel lnteerity Table for screw minimum quantity). , • • • Knockouts provided for utility & control connections. OPTIONS: This evaluation is valid for all DA€KIN models that appear in the table located oil the final page of this report. STRUCTURAL PERFORMANCE: Models referenced herein are subject to the following design limitations: ASCE-710 Exposure Categories C & D Up to and including 175mph (Volt) for up to See Page 2 I`JRH; . HVHZ"` Up to and including 170mph (Volt) for up to See Page 2 f0RH". HVHZ""" Up to 200mph (Vult) for up to 56 NAIRH". Non-HVHZ"° XP C Ground or Roo` Application per installation ir:structfons "`fvlean Roof Height —High Velocity Hurricane Zone MaximLlm Rated Wind Pressure: 119psf Lateral 93psf uplift A Ll) Site specific wind analysis may produce alternate limitations provided maximum dteu wain pre_,;suie Is not exceeded. ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SE-TCLB. LID PER CODE: i February 1 2018 Frank L. Bennardo, P.E., SECB El Signed by If Checked: ENGINEERING EXPRESSO Gordon DiBattisto, PE FL PE #0046549 FLCA #988S FL PE #82328 NOTICE: IF THIS PAGE DOES NOT CONTAIN AN ORIGINAL SIGNATURE & ENGINEER SEAL: IF THERE IS A DIGITAL SIGNATURE ON PAGE 1, THIS DOCUMENT IS PART OF A DIGITALLY SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED, IF I HERE IS NO DIGITAL SIGNATURE ON PAGE 1 OR THIS PAGE DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THIS DOCUMENT IS COPY/DRAFT opyrighi '..q1u Enoineeriac xpressc , i Frank L. Bennardo PE, Inc. Ail Piy?: is Re%e,ved The FEC 17 detinr-s A.PPROVF_O SOURCE ; tee,.' —q 19 ) rs An ce=�. r. k;m or co'norsicn arc,: wec ev he bued nc orfiml r E a compe _ ten,:::xpeaen;.e6 the . ,,, L_,iti, cxaneerinu ari doles to mite: a s, rethcds or S s:en'e. a alvs's . u .e .rg E rrr..,.::; p..,ib ,:u =.,_, m_., 'hc cOml..1e' y re^,u r e ews as defined it Ize FE <.:,d ce❑ their ti.� _no :,saT nc E,.p C _ iE,-eOu,<:riy concurtirg and prcr- .ge :,,a, f sin4e elunert bwldrg system'.. 's EIAIKIN DUCTLESS 4,1`40 DUCTED SYSTEMS Engineering Express ; TEFL-16-:3146. 1 SECTION 2 PRODUCT INSTALLATION Condenser Unit Tie -down clips for ground application. See Tie -Down Strap and Clip Schedule. Foot integrated clips Roof, ground or wall see chart below for structure / substrate (Concrete, steel, see Single Fan Tall cabinet shown installation anchors schedule below) for illustration purposes. ANCHOR SCHEDULE TO HOST STRUCTURE Cabinet Roof Height' ExpC Roof Height' Expo Anchor Type Concrete 3,000Psi 1/8" Min A365teel 1/8" Min 6051-T6 Aluminum Double Fan Ground Ground A, C NA NA 6C' (80') 25' (35') NA B 8 120'(150) 60'(85) NA B B 200' (250) 115' (1501) NA B B Single Fan Tail Single Fan Ground Ground A, C NA NA 60'(80') 25' (35) NA B B 120' (150') 60' (85') NA B B 200' (250) 115' (150') NA B 8 Single Fan 11 111, IV, V, V1 Ground Ground C NA NA 60'(80') 25'(35) NA B B 120' (150') 60' (85) NA B B 200' (250') F 115' (150) NA B B r FOR LARGER UNITS "° L FIR rAAL_ R UNITS D Q TIE -DOWN CLIP (GROUND APPLICATION) Miami Tfch CLJD 1` wide and any lewStlit • •ASTM A653 •' 9alvanizgd steel 0.07" 1W �fi • • •abinets• ehov* in Schedule UNIT INTEGRATED FOOT "'••Led d4, %.g?.und; fsnttjj4i. • clip to host structure using Equivalent to ASTM A653 galvantie: • • (anchor from 'Anchor S4414% cold rolled steel 0.027" thick for sWl4Ai?9'to Host •9trr cRi e Table' and • cabinetry and 0.0538" for tall cabinetyo • • r4) ;10-:6 x Z/.9 SS 41t1, eaif• • fasten cabinet using Anchor wr %,.grilling skr w tQQ fasten ViL.' Anchor Schedule to Host Structure onil. Insielat the unit corners Table and SAE GR5 ASTM-A449ICID "with qu2htitie%9shown it? I- e';' 1" washer & nut to secure anchor• fs e • down strap a.1d clip schedulm supporting structure. : ' :able- .. . . ..;. • • • •• • • 0►sif4s•�••• • •••� Tie -clown Straps Schedule • Anchor Types to Host Structure: A. - 3/8" Dia Powers Wedge -bolt, embedded 1-3/4" in 3.000 psi concrete, 2 1/2" min from edge. B. - 3/8" -16 UNC SAE Grade 5 screw minimum 1/2" from edges with nut and washer specified. Roof Stano Rail - for integrated foot installed at roof. C. - 1/4" ELCO ULTRACON SS4 Anchor embedded 3" in 3,000 psi concrete. 2 1/2" from edge minimum. NOA No. 15-0226 11 for tie -down clip at ground. . NA. — NOT APPLICABLE 'The value shown in parentheses indicates the allowable roof height in 1713mph conditions. i.e. 60' (80) indicates an TIE -DOWN STRAP AND CLIP SCHEDULE allowable roof height of 60' for 175mph or 80' for 170mph Vult. Cabinet Roof Height' ExpC RooJD Heig FxpStraps umber of Minimum WLL (Lbs) Tie -down Clips per long side Double Fan Ground Ground NA NA 60' (80-1 25' (35) 2 500 NA 120' (150) 60' (851 2 1000 NA 200' (250) 115' (150') 2 1000 NA Single Fan Tall Single Fan I Ground Ground NA NA ; 2 60'(80) 25'(35') 2 500 NA 120-(150) 60'(85) 2 500 NA 200' (250) 115' (150') 2 500 NA Single Fan 11 III, IV, V, VI Ground Ground NA NA I NA 1 60'(80') 25'(35) 2 400 NA 120' (150) 60' (85') 2 400 NA 200(2501 115' (150) 2 400 NA Note: Tie -down straps shall be wrapped around unit and roof stand rail and shall be tightener using the buckle. Provide two straps per unit. Straps material shall be high strength webbing and shall be compliant for exterior grade use if they contain plastic components. per FBC chapter 26 Select strap from table based on VJLL requirements. 3. For 200 MPH Non- HVH[, use (21 metal straps, up to 56' MRH Exposure C Tie -down Strap Type: (for roof applications) Working Load Limit (WILL) is strap's manufacturer - specified per strap. 1" wide ASTM A653 steel strap is acceptable in substitution of webbing strap. secured with (2) 414 SS SMS to the bottom of the stand rail. Double Fan shall use (4) straps equally spaced NA. - No straps required Unit Unit. Integrated Foot See Anchor Schedule to Host Structure — Straps — See Tie -down Straps scnedwe Unit . Unt integrated fop; = See Anchor Stheoule to Nos' Structure — Roof Stand Rani IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE RATED GRAVITY, LATERAL, AND UPLIFT FORCES BY SITE -SPECIFIC DESIGN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNIT. ENGINEERING EXPRESS" 160 SW 12-' AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 of 4 (954) 354-0660 ENGINEERINGEXPRESS. COM n t 2!: e, [rg,11-1 T Fl es- r ran.' rr orr,C F. h .(, r<gh F<_sa. , DAtt{tN DUCTLESS AND DUCTED SYSTEMS Engineering Expresso I TER-16-3146.1 SECTION 3 SUPPORTING CALCULATIONS & SUMMARY FORCES SUMMARY Cabinet Roof Height* Exp C Roof Height* Exp D Lateral Pressure (Psf) Uplift Pressure (PSI) Max Large Side Force (ibs) Max Large Side Overturn (Ibs-in) Max Large Side Tension (Ibs) Max Short Side Force (Ibs) Max Short Side Overturn (Ibs-in) Max Short Side Tension (lbs) Max Uplift Force (Ibs) Ground Ground 44.1 0 575.0 152203 1205.6 204.9 5422.5 ; 153.0 0.0 Double Fan W IWI 25' (35') 92.6 73.3 1206.4 33368.1 2643.0 429.8 15410.2 434.9 227.7 120' (150') 60' (85') 106.5 84.2 1387.4 38374.5 3039.6 494.3 17716.7 499.9 261.5 200' (250') 115' (1501 118.3 93.4 1541.2 42625.2 1 3376.3 549.1 19676.6 555.2 290.3 Ground Ground 44.1 0 441.6 8597.6 681.0 150.7 2933.6 79.3 0.0 Single Fan Tall 60' (80') 25' (35') 92.6 73.3 926.4 19537.2 1547.5 316.1 10551 q 285.2 237J Single Fan I 120' (150') 60' (85') 106.5 84.2 1065.5 22467.4 1779.6 363.6 12128.7 -427.8 273.0 205' (260') 115' (150) 118.3 93.4 1 1183.6 2495SS 1976.7 403.9 13469.8 364.0 . 03.1 Ground Ground 44.1 0 3293 4990.5 395.3 117.3 1777.9 50.2 •CU• • Single Fan II 60,(So,) 25' (35') 92.6 b90.8 11702 927.0 246.1 7192.1; •ZOyO 195.4 111, IV, V, VI 120' (150') 60' (85') 106.5 �73.3 794.5 13457.6 1065.9 2830 82658 • 23�3 j�4.6 205' (260') 115' (150') 118.3 882.1 14947.E 1 1184.0 314.4 9178.8• • 4S`�.0 149.1 PANEL INTEGRITY SUMMARY ••• Cabinet Roof Height* Exp C Roof Height* Exp D Panel Name Additional Screw Qt Y Needed (PCs) Cabinet Additional Screw Qt y Needed tP�) Additional scrPvds• required befall • original* • manufactu6e{t• cabinet* • Double Fan Ground Ground TOP PANEL 0 Single Fan 1 0 • • • • No PANELA 0 0 PANEL B 0 0 PANEL C 0 0 PANEL D 0 0 PANEL E 0 0 60, (801) 25, (35') TOP PANEL 0 0 No PANEL A 0 0 PANELS 0 0 PANEL D 0 o PANELE 0 0 P. COVER 0 0 120' (I50') 60, (85.) TOt' PANEL 0 0 No PANELA 0 0 PANEL 6 0 0 PANEL C 0 o PANEL D 0 0 PANEL E 0 0 200' (250') 115 (150') TOP PANEL 0 0 Yes PANEL A 0 0 PANEL 6 3 0 PANEL C 0 o PANEL D 0 0 PANEL E 0 0 Single Fan Tall Ground Ground TOPPANEL 0 Single Fan it, III, IV, V, VI 0 No PANEL A 0 - PANELS 0 0 P. COVER/ C 0 0 60, (80') 25' (35') TOP PANEL 0 0 No PANELA 0 PANELS 0 0 P. COVER/ C 0 0 120' (150') 60' (85') TOP PANEL. 0 0 No PANELA 0 - PANELS 0 0 P. COVER/ C 0 0 200' (250') 115' (150') TOP PANEL 0 0 No PANELA 0 - PANEL B 0 0 P. COVER/ C 0 0 • • Note: Calculations performed according to the information provided by the Client. Cabinets were assumed solid (0% porosity) for shear and tension calculation purposes. Screw quantities were checked to reinforce unit panels as needed. They shall be spaced evenly at the panel bottom, validating that the screw joins the panel will) the panel and base pan. Screw sizes, quantities on panel, and panel characteristics are according to client's description. Thousand hours of ASTM B117 are required with zero red rust for any additional screw. Reinforce Panel if required by the AHJ. ENGINEERING EXPRESS" 160 SW 12n` AVE. SUITE 1.06 DEERFIELD BEACH, FL 33442 Page 3 of 4 (954) 3$4-0660 ENGINEEP.INGEY,PRESS.COM 2018I Green Cx r s� Crank - Ben )ado Pr inc.. JI Riyhis K�ser.eG DAIKIN DUCTLESS AND DUCTED SYSTEMS Engineering Express' I TER-16-3146. 1 ELEVATIONS & DIMENSIONS Cabinet Model Number Height (in.) Width (in.) Depth (in.) Weight (Ibs) RZR36PVJU 52.94 35A4 22.63 283 RZR42PVJU 52.94A35A412.6328RI,4XS4SLVJU 52.9412.63 282 RXYM036PVJU52.9412 63 283 RXYMQ48PVJU 52.9412.63 283 RXT060TAVJU 52,941<^63 283 RZ030PVJu9 52.9412,63 283 RZQ36PVJU9 52941,2,63 283 Double RZQ42PVJU9 52.94 35.44 12.63 283 Fan RZQ30TAVJU 52 .�4 35 44 22.63 225 RZR30TAVJU 52.94 35.44 12.63 225 RZO36TAVJU 52.94 55.44 22.63 225 RZR36TAVJU 52.94 35.44 12.63 225 RZ042TAVJU 52.94 35.44 12.63 225 RZR42TAVJU 5294 35.44 22.63 225 RZ04STAVJU 52.94 35.44 1263 225 RXS060TAVJU 52 94 35.44 12.63 225. RZR48TAVJU 52.94 35.C4 12.63 225 RXS30LVJU 38.94 37.00 12.63 204 RXS36LVJU 36.S4 37.00 12.63 204 RKS30LVJU 38.94 37.00 12.63 204 RKS36LVJU 38.94 37.00 12.63 204 RXS036TAVJU 39.00 37.00 12 63 172 RXT036TAVJU 38,94 37.00 12.63 204 RXS048TAVJU 39A0 37.00 12.63 76 Single RXTO48TAVJU 38.94 37 00 12.63 204 Fan Tall RZQ18TAVJU 39.00 37.00 12.63 176 RZR18TAVJU 39.D0 37.CD 12.63 176 RXS024TAVJ5 .00 37.00 12.63 ',72 RZO24TAVJU 00 37.00 12.63 176 RZR24TAVJU .00 37.00 12,63 17e DXI7VSS421A' ]:39. .00 37.00 12.63 168 DXI7VSS481A' .00 37.00 12,63DXI7VSS601A' .00 37.00 12.63 181 RZ030PVJU 30431 35.44 12463 150 RZR18PVJU 30.31 35.44 12.63 150 RZR24PVJU 30.31, 35.44 12.63 150 RZR30PVJU _ 30.31 35.44 12.63 150 Single RXS24LVJU 30.31 35.44 12.63 I 178 Fanl RZQI8PVJU9 30.31 35.44 12.63 150 RZ024PVJU9 30.31 35.44 12.63 150 DX17VSS181A' 27.38 3663 13.75 112 DX17VSS241A' 27.3E 36.63 13.75 112 DX17VSS301A' 27.38 36.63 13,75 121 DX17VSS3n1A- 27.38 36-63 13.75 128 Single RXS15LVJU 28.94 32.5 11.81 117 Fan II RXS18LVJU 28.94 32.5 111.81 117 RXNI5KEVJU5; 23.44 31.94 11,81 100 RXN18KEVJU5 23.44 31 m c. 11.61 100 Single RXN24KEVJU1 23.44 31,94 11.01 100 Fan III RKNI5KEVJJ5 23.44 31.94 11,81 100 RKNI8KEVJJS 23.44 3194 11.81 100 RKN24KEVJJ5 23.64 31.94 11681 100 Single RXG09HVJU 22.38 31.31 11.25 104 Fan IV RXGI2HVJU 22.38 3163i 1125 104 RXGI5HVJU 22.38 31.31 11.25 104 Single RXS09LVJU 21.63 3g.13 11.25 89 Fan V RXS12LVJU 21.63 30.13 11.25 8S RXN09KEVJU5 21.69 25.94 10.75 7e Single RXN12KEVJU5 21.69 25.94 10.75 7e Fan VI RKN09KEVJU5 .._ 2t69 __ ....... J a.,4 2-. 10.?5 .. 76 RKN12KEVJU5 21,69 25.94 10.75 76 PLASTIC COVER TOP PANEL W i D - ;Ee>�i�5p.�aRse TOP PANEL D• • ( ,••••• 91 •••• if ��• • 3 •- •• 7q i a•••• • 1 r • I• 11 • 1 • • • • r r UA•• •• •••f • � T C j • ( E• • •....;w.' •••••• TOP PANEL W I �D ID E Note; Single Fan VI, Single Fan Tall and Double Fan units for illustration purposes. LIMITATIONS & CONDITIONS OF USE: Use of this product sha':I be in strict accordance mth this TER as noted herein. The supporting host slructure shall be designed to resist all superimposed loads as determined by others on a site specific basis as may be required by the Authority Havino Jurisdiction, Host sVucture conditions which are not accounted for in this products respective anchor schedule mail be designed for on a site -specific basis by a registered professional engineer. No evaluation: is offered for the host supporting sVucture by use of this document: Adjustment factors noted herein and the applicable codes must be considered, where amlicable. All supporting components which are permanently installed shall be protected against corrosion, c�nlam�nation, and other such damage at all times. Fasteners must penetrate the supporting members such that the full length of the tcreaded portion is embedded vathin the main member. This evaluation does not offer any evaluation to meet large missile impact debris requirements Mitch typically are not requ;red for this type of product. Ali of the :rind resisting exterior panels, individually meet or exceed their capacity to -esist tot: design wind loads as staied in the calculations as required by the FBG. Due to fine indelerminate nature of these uniIS. distortion and defiecuon cannot be accurately evaluated, but with diaphragm action of ememal components and internal stiffeners, the base unit has the capacity to,%ithstantl lease forces ."in indi,.4dual external parts being containeo. Yeady inspections, during equipment maintenance or after named storm, all screws, cabinet components, dips and anchor balls are to be verified by the AJC conaadcr. All damaged cabinet components_, loose, corroded, broken tech scre.a or anchor bofts shall be replaced to ensure structural integrity for hurricane wind forces. ENGINEERING EXPRESSO 160 SW 121y AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 of 4 r i;-p'�G'tl r`; 2018 51::r:er•rin trpresf-c: 954) 3 54-0660 ENGINEERI !GEXPREss.coM ... rank L. Hennnrdo PF, Inc. All RigWis Reserved M IAM I-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 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 Aujhority Having Jurisdiction (AX). 0 0 ""' • This NOA shall not be valid after the expiration date stated below. The Miami-Dade•Gpdn4 Prodi.ict Gontrol • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Ccuab,4 resera a tke right • • • • • to have this product or material tested for quality assurance purposes. If this prodawts er material fails to ; • ... perform in the accepted manner, the manufacturer will incur the expense of such t Ailrigind thQ04H5 jnay • immediately revoke, modify, or suspend the use of such product or material within theh-�urisdidLiorf' RER : • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade (!6�11ty; Prodi:dt.Coutrol • • • • • Section that this product or material fails to meet the requirements of the applicable btrtldrlg code 0 * 0 • • 4• • • • This product is approved as described herein, and has been designed to comply w>;tn* e:Florida Building • • • • ; . Code, including the High Velocity Hurricane Zone. 00 • • DESCRIPTION: Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I. ' .. • : • • • • • APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series-300 Alum Fixed WMV • • (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 f` + Approval Date: January 24, 2019 Page l f 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 or_: 1) Air Infiltration Test, per FBC, TAS 202-94 .. • • • • : • • • • 2) Uniform Static Air Pressure Test, Loading per-FACJ, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94•••'. :'. •. along with installation diagram of a 97 1/4" wide x 96 1/8" high E *o 13uard series 300 aluminum double fixed window, prepared by Hurricane EngineeP,i7g &* Testl*ig IV., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed 1 Candid# F. Font, P.E. •. (Submitted under NOA#09-0413.08) • • • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-14 • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guard series 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 NOA409-0413.08) 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) i Manuel P ez, .E. % Product Control Exagifiner NOA No. 18-1220.06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTL IUED) 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 5/8" 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 pej.FXC TAS'-(7Z .CJ'4 3) Water Resistance Test, per FBC, TAS 202-94 a a. • • • along with installation diagram of a 50 5/8" wide x 63 1/4" high•> oo-lQuard prie5300 aluminum fixed window, prepared by Hurricane Engineering & Tl tting Inc.,' Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealedby:UandidoV.•1 lira, P.E. • (Submitted under NOA#09-0413.08) ' • • Y • • Y C. CALCULATIONS '•" 1. Anchor verification calculations and structural analysis, complying with FBC •�� •' Edition (2017), dated 10/13/17, 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. 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 5tb Edition (2014), with FBC 611 Edition (2017), and of no financial interest, dated October 13, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. i Manuel Pey4 PIE. Product Control 19x'amer NOA No. 18- -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 09/0-1 and expiring on 06/17/19. 2. NEW EVIDENCE SUBMITTED �...:. A. DRAWINGS • • • • • • 1. None. baba•• • • . • • • • B. TESTS 1. None. • • .... . .. ..... ...... .. . ..... C. • CALCULATIONS . • • • • • see* ' • •e•••• 04, 1. None. • • • base** 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. 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. �r—?w Manuel Perez, f.(. L/ Product Control Exavninpr NOA No. 18-1220.06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-3 1.606--I �2.606-{ 062 T .500 89 '.1.013 T_ 1175 I 1.000 � H-- 2.611 062 v FLUSH FRAME ADAPTER f-2.750 O FRAME HEAD/SILL/JAMB 1 .750�jy+r .81-13 II �� .803 ��„ 11 GLAZING BEAD i-1.070-I .375 t."tl' 1 ri ANCHOR COVER F.CO—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 EDITION)/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 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. FATS (SURFAC S D.L.OPG. �� A OPTIONAL 3 I I II II 4 II II II II II II II II I' II ci 11 II II II /, II 0 II II II II II II II II II II II II II II II II II II II it 6 I I 3 I I I 6� MAX. I I 12" MAX. HEAD/SILL HEAD/SILL CORNERS TYPICAL ELEVATION J _j o n 3o J o r W V) 3 LM r O o 11 N Z 3� m O NJ ' 0 0 W m2 GLASS D.L.O. DIMS. c old n C li D.L.O. HEIGHT = WINDOW HEIGHT - 3.625" to o D.L.O. WIDTH WINDOW WIDTH - 3.625" ' h a S z S S l .,e , ac. Flnnrr. 16-122� 06 - o l THESE WIND S AR "ED F'Sft LARGE & ?MANE MWILE IMPACT. SHUTTERS ARE NOT REQUIRED, PRODUCT REVISED "Ju - - _ cor.IDIY with Irk Ftmid" = .70 e ildial; Ccck _ :2,7= ° c S Acwpuame Nc 1 7-WZO Z' W • • • • • • • • • • • • • • • • Ex0 irxrior, Dals or e �� O • • • • • • • drawing no. • • • • • • Miwni !'re+de P.ryuc: r'r;:!tra �'•.Fi RIO • • • • • • W��A9 \1\V` Ishe t 1 of 5. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • --3/16' ANN. GLASS 3/16- HEAT STREN'D. GLASS .090" Intcrfayer .090" Interloyer Trosi!ol PJB SentryGlas �y,'ZrarayAmerico, Inc.' By 'Kuraray America, inc.' -3/16" ANN. GLASS 3/16° HEAT STREN'D. CLASS 1 SILICONE SILICONE a - \ DOW CORNING 899 DOW CORNING 899 ((( pp F SCS 2000 F GE SCS 2000 m M �N9 u r M N it rn II II 5 !I �I 5 q7 7/4 POIMS !i !I AT 1/4 POINTS ON LOSS WIDER II II B ON LfTES WIDER N 36' ONLY THAN 36' ONLY #8 X 1-1/4" SMS J8 X 1-1/4" SMS AT 3-1/2" �iOM ENDS AT 3-1 2' FROM ENDS / AND 10' O.C. MAX. AND 10" O.C. MAX. GLA5S )PE'C' GLASS TYPE 'D' GLAZING OPTIONS IOW--. WI-DTH� �WINOOW WIDTH WINDOW WIDTH {` z 3 - LN WINDOW IYIDTH WINDOK' WIDTH WINDOW WIW� r = x 3 _ J ,+W. WIDTHS I_ I WINDOW WIDTH j WINDOW WID H WINDOW WIDTH W��l/ \\ Z �i xl '. - - x I- - - 1 - - �� o a = i 3 L // I L • • -� • IAOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN B_ • VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS • • SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. • L-_ �v t 3 a DESIGN LOAD CAPAC17Y - PSP DESIGN LOAD CAPACITY - PSF WIN110W CINS. GLASS TYPE 'C' GLASS TYPE 'D' WINDOW DILLS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.(+) 1M.(-) E7i1.(+) ANT.(-) WIDTH (W) LENGTH (L) EXT.(+) 1M.(-) E%T.(+) 7M.(-) Z m m Z N Q IS 4. w Q 8 y1 v p d x m g apa G N Ina z48" Q W m f 24" 30" 36" 42" 48" 54" 60" 66" 72" 36„ 75.0 80.0 80.0 90.0 26-1 /2" 37' 53-1/8' 7q" 26' 75.0 80.0 75.0 80.0 80.0 90.0 75.0 80.0 BO.0 90.0 75.0 80.0 80.G 90.0 75.0 80.0 80.0 90.0 75.0 80.0 BO.D 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.D 90.0 26-1/2" 37" 53-1/B' 74" 38-3/8" 75.0 80.0 80.0 90.0 75.0 80.0 80.D 90.0 75.0 80.0 80fl!9o 75.0 80.0 80.0 90.0 75.0 80.0 80 755 BO.0 80.0 90.0 75.0 80.0 80 75.0 80.0 80.0 90.0 26-1/2" 37' 53-1/8" 74" 50-5/8' 75.0 80.0 80 24" 30" 36" 42" 54" 60" 66" 72" 48, 75.0 B0.0 80.0 90.0 75.0 80.0 80 75.0 B0.0 80.0 90.0 71.3 %606 80 75.0 80.0 80.0 90.0 71.3 73.1 80 75.0 80.0 80.0 90.0 26-1/2" 37" 53-1/8" 63" 75.0 80.0 80 75.0 80.0 BO.0 90.0 75.0 80.0 80 67.9 72.5 80.0 90.0 75.0 60.0 BO.O 90.0 ? r w '� ? o 0 N � N p 0 m J J m vi W V) W N N �_ 3 w N Q 00 J Z 31i 3 Z30" 0 N36" Wm:42" 75.0 80.0 80.0 90.0 26-1/2" 37' 53-1/8" 76' 75.0 80.0 80.0 90.0 75.0 BOO 80.D 90.0 75.0 80.0 80.0 90.0 75.0 76.6 80.0 90.0 67.9 69.9 BOO 90.0 24" 30" 36' 42 48" 54' 60" 66• 72" 60" 75.0 80.0 80.0 90.0 W " ^� L 3 •/! LE NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICPILY OR HORZOMALLY AS SHOWN ABOVE. _.,. - ,..'A..' -, IQl_y122D YP �F}• .a::;;::.;i`:'.. y': -:,, • , .., NOTE:/'- GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). �1l1�1: I.. I /�I . .AN4fp''' �T' GENS '• :KJ'/'�� 0. 592 PRODU;.tUt;VLS_;e': as m^y�!Tir:g ui:;, nc� ciorida, Lui!di-C-,; `R' '�f�•. TATE OF �� P,xp;r::i iou L`.e,^.Ob{ '[ORIpP.' �� By °,iumi Dar': P,.,�,,:e ::c�ac"s iry �� A A Irrnu111 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 66.8 71.3 80.0 90.0 60.2 64.2 80.0 90.0 60.2 64.2 BOO 90.0 60.2 64.2 80.0 90.0 24" 48' 54" 72" 75.0 80.0 80.0 90.0 75.0 B0.0 80,0 90.0 75.0 80.0 80.0 90.0 75.0 00.0 80.0 90.0IA 75.0 76.8 80.0 90.0 O C50" o LL R o 66.8 80.0 90.0 602 64.3 64.2 80.0 90.04. 24' 30" 36" 42" 4g" 54" 84' 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 B0.0 80.0 90.0 70.0 70.0 80.0 90.0 65.6 65.6 80.0 64.3 64.3 80.0 90.0 324 0" 30' 36" • • • 42" 48• 96" • • • • • 75.0 80.0 80.0 90.0- 75.0 60.0 80.0 90.0 2 o m ` < m 75.0 76.2 80.0 90.0 6a. • 5�9 • a4.6 • V.9 • L�.S 80.0 90.0 90.0 j n i o u drawing no. sheet of 2 5 �' • 30" • 36 42° • • • • 7�.0 • S3t0 fi.D 90.0 75.E �0_0 90.0 74.5 74.5 80.0 90.0 61.5 61.5 80.0 9"0 4" Z • • 36" • 6 • • • 120' • 75.0 80.0 B0.0 90.0 7�-�-• 80.0• • BOe• 90.0 74.• 74.5 • 80.0 • 90.0 • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1�, TYPICAL ANCHORS WOOD BUCK SEE ELEV. FOR SPACING I .Qe EDGE DIST. .. a.a:. Qe ae �ippiIIIIIIIIIII�n ram �0 (I'll � _• � B I N 1 — C a< a - TYPICAL ANCHORS tEE ELEV. FOR SPACING 1 n EDGE DIST. METAL TYPICAL ANCHORS SPACING COUNTY APPROVES MULLION ANCHORS TYPICAL ANCHORS) SEE ELEV. FOR SPACING SEE I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE EUEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1 /4" DIA. ULTRA ON BY •ELCO' (F-177 KSI. Fy-155 KSI) IAND TRANSFER THEM TO THE BUILDING STRUCTURE. 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 BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL 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 e — 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS V- 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • • • • • • ,DINT SEALER. :J .7D592i Ina I Il Hdn •�,• ••• �qq, t22Q. Ofo ticl _ • • • • Y•'—-7 r tin c, 1 -Ifo I. � '• r � •. . • . :. . dJrzaE ,iruuor. U..•c =� cu TYPR:AL ANC40Rs ,• ♦*��O�i-1-1��9 �®�. TAPEO'r •�:(/: ILE ELEV.• • _pc•f.T.V+�/ ). S Q.—��Z_I�.o .. ORIO�'. •'�e MR svAcw • •� .:::.'• . ! ) N ;u:, Qwl `/ /j1/111111\\l\ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • � m 4o 4 a � � drawing '0. W09-20 ITEM PART $ PKQD. DESCRIPTION MATERIAL MANP./SUPPI.IRR/REMARHS 1 FY301 2 FRAME HEAD/SILL/JAMB 6063—T6 — 2 FY302 AS REOD. GLAZING BEAD— 7/16• GLASS 6063—T6 — 3 FY303 AS REOD. ANCHOR COVER 6063—T5 — 4 E203 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FLB-50 1 GLASS SPACER — 1/8" HIGH SIDCONE FRANK LOWE 6 A10 n 1' 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 — FLUSH FRAME ADAPTER 6063—T6 OPTIONAL 8 — 2/ UTE SETTING BLOCK EPDM DUROMETER 85t5 SHORE A • AL w X CIRCULAR WINDOWS CORNT,,R DETAILS 1/4' MAX. SHIM [CAL ANCHORS ELEV. ffr f TYPICAL ANCHORS SPACING SEE ELEV. ' o FOR SPACING STRUCTURE e • • IE•1°L26.0 "•Jim - Al MITER CORNERS '�•. J �N8@ i .7 2 3 �• A7EOF ;�(�/�` drowinga no.1 Qcs,� .. oRtDroa�<; W09-20 • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS ° ° SEE ELEV. FOR SPACING I 'EDGED Q." l f � Z ALT. O ALT. \-TYPICAL ANCHORS SEE LEV. FOR SPACING TYPICAL ANCHORS SEE ELEV, FOR SPACING MIAMI-DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA EDGE EDGE DIST. IJ A, DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING MAX. O N: [—I ALT. TYPICAL ANCHORS SEE ELEV. w FOR SPACING > •• ••• • • • • • •• • •• • • • • ••• • INSTALLATT_. D"i:LS! I'ZR%LZ S_11 I RAME •♦ ADAPTER • ••• ••• ••• ••• ••• • • • • • • • • • • •• • • • • • • • • • • • •• •• • • • •• •• MMUC.'F t161YF.R'ffi• i� z mplying wk;h Flu F4nAb Nc 18_122D.-06 og _ t qd 1 024 0 - N O a AIHI i Z� `T ENS. P ;OnllCl Rr'llsED n n;rb;i wip: vm TluYula .70 2 \ a Ercir:�.ior, J.e p(/-wZal9 "a � O H°.S aag zhaD :�� TATEOFdArawifnlg n YYo. '.iimni Dabs prii:iuci �irnl�:r,: ..ern. OA10�;11'\�` �J-20 MIAMI-DADE MIANII-DADS COUNTY 8 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) 3 t 5-2599 NOTICE OF ACCEPTANCE (NOA) Ni,ti-N;'.miamidade.Eov/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) reset- e the right to have this product or material tested for quality assurance purposes. If this product or mate$fa 'Mils to • * • • • perform in the accepted manner; the manufacturer will incur the expense of such ttjr llg':nd tl-W•AFV may • immediately revoke, modify, or suspend the use of such product or material within the u jatrisd.i:ti%.4RER ....:. reserves the right to revoke this acceptance, if it is determined by Miami -Dade (•A;it; Product -Control . Section that this product or material fails to meet the requirements of the applicable f ai4dina code: • • • • • This product is approved as described herein, and has been designed to comply with the Florida Building • • • • • .... ..... Code, including the High Velocity Hurricane Zone. 0: •• • DESCRIPTION: Series "Eco-Guard 500" Outswing Aluminum Casement WigcJo•N+� L.M.I � • • APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Ou;wing: Casement -Wdw. • • • • : • (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/17, prgpVed by AlsFarooq ; • • • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Cd`unty Pro4b2 Lr4ntrol • Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade *County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shalt bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, 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 1 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•DADECOUNTY �G- f Expiration Date: May 1.9,2021 ` 1411 � i 7 Approval Date: December 21,2017 Page I 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. I1-0309.06) 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 Ahznad, 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,;Q'V4 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 9 • 5) Cyclic Wind Pressure Loading per FBC, TA;"*-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 393.94 .. along with marked -up drawings and installation diagram of a casetilnt winAowv,•" prepared by Hurricane Engineering and Testing, Inc., Test Reper%Nd. HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and'scaled by Candido F. Font, P.E. • (Submitted under NOA No. ll-0309.06) • • C. CALCULATIONS •'""" 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, 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 12/1.1/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E zhac 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 (CONTENUD) 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. (Sitbmitted under NO-4 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."Idw. (LATO).'.' sheets 1 through 6 of 6, dated 02/23/1 l; with revision F dated 09A'21/4•7, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahinad, P.F.' • • •. 00 •. B. TESTS 1. None. C. CALCULATIONS 1. None 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 "TrosifolO 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 51h Edition (2014), with FBC 6`h Edition (2017), and of no financial interest, dated September 26, 2017, prepared by Al- Farooq 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. Sifang Zhao, P. E. Product Control Examiner NOA No. 17-101.1.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E-2 ECO-GUARD SERIES-500 _AI.:UMINUM 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 ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/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 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 ETC. 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. Z IC G MAXIMUM DESIGN LOAD RATING = + 70.0MAXIMUM DESIGN LOAD RATING = + 70.0 PSFF (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 \ \ �-Trosifol PVB �\\\ By kuraray America, Inc.' T-Trosifol PVB \ ` By kuraray America. Inc.' 1 \\ \\ 11 I 1/8" HEAT STREN'D. GLASS \ ; 1/B- HEAT STREN'D. GLASS \ \ I I SILICONE 1 d II SIUCONE \ t I FDOW CORNING 899 k' 1-DOW CORNING 899 z � I I II I I • • ti • � Ili i I 1 • • � � 20 I, iI j 20 II I. • w 19 AT 1/4 POINTS 21 ALL SIZES • • •4 SETTING BLOCKS AT INSUL LAM. GLASS • • NOTCH GLAZING BEAD LEG • • • LASS 1'YPN; 'A' GLASS TYPF, 'AA' To CLEAR BLOCKS • • • GLAZING OPTIONS • • FALSE MUNTINS (SURFACE APPLIED) MAY BE USED WINDOW WIDTH VENT WIDTH oI 12' SILL 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By kuraray America, Inc.' 1\ I r3/16" HEAT STREN'O. GLASS {fir+ w - 0 o � 1 z F C m H m a W mw QiIL ZN a zm 00`� o WN Ot'n�a V a>m d¢am °o 0aoo CNNe� 3 Q W j LL {L Zw_o m 00< N N Q W Q f r _J rn J 3 � 3 fn M z W w p ) w > V) Of 6 POINT LOCK U) 7" MAX. LOCKING POINTS N 0 o'"T IEAD/SILL SEE CHART p 0 :ORNERS ? z mm N. WOW. HEIGHT KEEPE0DF RS ¢ Z UPTO AT SASH 26" 2 38-3 8" 3 0l W no M h 63" 5 76" 6 Orc f � a `Q o 0 u w v3 A,� `Il SILIWCONE NOTE: IN ' - DOCORNING 899 GLASS CAPACITIES ON THIS SHEET ARE v! BASED ON ASTM E1300-09 (3 SEC. GUSTS) �9 AND FLORIDA BUILDING COMMISSION B Q�� li • • • • DECLARATORY STATEMENT DCA05-DEC-219 - • • • • • • • �i>p%`,`:::or. :i,lc D511-4%7>QZ( I �, i � Ty, 7 • • • • i15 .�n.-F�.i^!j _Z_hGco TE OF Rqq� drawing no. • Gt ASS WIPE 'N' • • i.ami!ia<k.Prot��r,=.a_nnt \' F p11-05 � ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BUCK METAL f _______________ EDGE STRUCTURE Ij MIAMI-DARE COUNTY APPROVED II DIST. I I MULLION h MULLION ANCHORS I SEE SEPARATE NOA EDGE —� DIST. IF I I -------------I • N TYPICAL ANCHO SEE ELI TYPICAL ANCHORS I FOR SPACI SEE ELEV.J FOR SPACING , TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (F-177 KSI, Fy-155 KSI) WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED AND TRANSFER THEM TO THE BUILDING STRUCTURE GLAZING SYSTEM 1-1/2" MIN, PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 18Y 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/SI'_L/JAMBS) 1-1/4" MIN, EMBED INTO BLOCKS (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-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEED 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) 1BY TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN, WOOD BUCK INTO WOOD STRUCTURE = 1" MIN. 17 / / INTO METAL STRUCTURE = 3/4" MIN. tB _. -- I (L'iS1 gi • • • • • WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. • C-C E AL EAD, SILL OR JAMBS fa - 3000 PSI MIN. 1 ! _ • < • • • • • C•90 IOL600j�FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. •� • • •• • • • • • • • • • • • • • • • \``1TUt11117j� -- ' •T • • • • f • • • • • 8 • •' 0.7 502 w • °�T1kAO ANCHORS`• • • • �,, .S�J.41�L1 1 SEE EGEV. • • • • • s \\\' , J ATE OF FOR SO W, • • • • • • � ln Li7Ce0 GRID P.•'• \� s _. • • • • • • • • • • �i�,�{i oarfe f'n„rise l.•onv,nt , �9 .` , EDGE DIST. • • • • • • \ i�� a�,e 'E�.``/ ••• • • • • ••• • • • • • • • • • • • • 0% •• •• • • • •• •• • • • ••• • • E U � J J vi 3 m 3 0c W M W co �NDa r> S pro Z i� @ o U o0 N W m2 '" a � � drawing no. W11-051l u° � w 1/4" MAX. Oj SHIMS 1/4' MAX. ///'''\�� 1/4" MAX. Z • ; SHIM © I I, I I BY SHIN, O F n -WOOD BUCK 2 n 4A a � 12 t8 TYPICAL ANCHORS \Ry; OOD BUC �' G O a ° `--SEE ELEV. 0C4TYPICAL ANCHORS—�----------SCREEN OPT. ---------------- - v FOR SPACING STRU LIRE a �j SEE ELEV. `I p FOR SPACING I { 1 1/2 O G N^ LL I In pOFo 11/4. oQ O VI Np d cv o Q W m h 7 Of L TYPICAL ANCHORS Q w In i EXTERIOR SEE ELEV. METALS I ° FOR SPACING O tiiRUCURE _ D.L. O?G. VENT WIDTH m I J o d - N WINDOW WIDTH 31 m N h Z W XvX N W 4 c? N N �_ 3 � tr7 N MIAMI-DADE COUNTY N O 00 r7 APPROVED MULLION Z m SEE SEPARATE NOA� 3 m TYPICAL ANCHORS < 3 o /r SEE ELEV. FOR SPACING o V a Q NJ o J W com Ir ---TI II II II 11 II II I I I I 0 K u o L___I u W �a WINDOW WIDTH WINDOW WIDTH - o a •• ••• • • • i • •• -- • • • • • • • • • oc" • • • • • • • • • I111111 it, otyinyrrl , x:"I: 1e. 70592 3: • • • • • • • �:'.>:Ulre,�eoPnal-ofG9.X&4.r1 � r P)�C <� • • • i • • • • • • i 'y' Situ 21+`•� \.� TATE OF •�� drawing no. • • • • e • • • • • •f �'ca Pe:d�c�i;crtroi ,IppO��RIP�;.•'y`•`�,�\�� 1A/1 •� 05 rrrtllflti/ Leet of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _ cuec I. METAL Fr==== -_'_______-___'I TYPICAL ANCHORS r STRUCTURE �I MULLIONADE COUNTY APPROVED I� SEE ELEV. FOR SPACING II MULLION &MULLION ANCHORS I li SEE SEPARATE NOA �I LI EDGE DIST. ------------------- I 5A.. I IS z= I `5 N I 15 ALT. TYPICAL ANCHORS SEE ELEV, FOR SPACING TYPICAL ANCHORS MAx. O ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING°. G \ I TYPICAL ANCHORS SEE ELEV. FOR SPACING \ O ° a B) 7-7777 � ALT. r •• ••• • • • • e •• • • • • • • • • • - INSTALLATION DETAIL3l 4VlTH• 4'bUSEI• iRAME AAATER• EDGE DISC. • • • • s • • • • • i Er`°`' a -I • e • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �y�glr^4.y....... n e ENS . ® u '.•' . Nil •STATE OF W11-05 - 2.750 .500 1.330 r l -.062 S—_ .078 - 2.821 _ 1.893 (1 FRAME HEAD/SILL/JAMB 2.354 2.688 2.094 _..._____ .372 .500 _ 69 .062 2.813 —� 896 I 2.611� #9— _ - - - gD is FLUSH FRAME ADAPTER .e--1.582 —W 1.750 O2 VENT 493 1- I��Ly�.51s 1.7so 803 _ i !- 5 v -.493 1.047 -- t4 CORNER KEY 03 GLAZING BEAD (5/16" LAM. GLASS) 245 -y r.130 �— LOa5 .780 i-.120 .8`0�3 —1-- dI —➢- F-1.256 -•-� t .112 -^ •� GLAZING BEAD (INSUL. LAM. GLASS) 4A SNUBBER - FRAME 394 rl 245 �— .780 120 1.047 F- .720 `8 GLAZING BEAD (7/16" LAM. GLASS) �• SNUBBER - VENT ITEM PART / QUANTITY DESCRIPTION MATERIAL MAN-F./SUPPLIER/REMARKS 1 F.501 4 FRAME HEAD/SILL/JAMB 6063-TS - 2 E502 4 VENT 6063-T6 - 3 FY108 AS REOD. GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 - 3A E505 AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-TS - 38 FY109 AS REOD. GLAZING BEAD (7/16- LAM. CLASS) 6063-T6 - 4 E508 AS REDD. SNUBBER - VENT, FULL LENGTH 6063-T6 - 4A E509 AS REOD. SNUBBER -FRAME, FULL LENGTH 6063-T6 - 5 E506 OPTIONAL SCREEN FRAME 6063-T5 H WH SMS 7 010 X 1-1/4- AS REGO. FRAME AND VENT ASSEMBLY SCREWS - 8 E203 AS REDD. BULB WEATHERSTRIPPING. DUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REOD. GLAZING BEAD BULB. DUROMETER 65 ISANTOPRENE ULTRAFAB 10 35.12.00,400 2/ VIM 4 BAR HINGE. AT TOP AND BOTTOM I STEEL TRUTH, INSTALLED WITH (2) N10 X 5/8" SIDS 11 13096.92 7 MULTI POWT LOCK SYSTEM ZAMAK TRUTH - 12 - 6/ VENT KEEPER STEEL 13 - 1/ VENT ROTO OPERATOR ZAMAK/STL TRUTH 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ! ST. STEEL - 15 FY120 AS REOD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 16 - 3 ANTI SAG SKATE NYLON FH SOS SKATE SCREWS M&M PLASTICS 17 #10 X 1-.1/4" 2/ SKATE 18 N8 X 3/4' AS READ. FH SMS SNUBBER SCREWS - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4- O.C. 19 - 2/ LITE SERING BLOCK, 3/16" X 3/4" X 4' LONG EPDM OUROMETER 80±5 SHORE A 20 FLB-50 - Ga SPACER - 1/8" HIGH j SILICONE FRANK LOWE 21 - INSUL. CLASS EDGE SPACER ST. STEEL I CARDINAL XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARWETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. 11I,IIlCbY MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 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 12 BY 'T UT • • • • • • • • • • • • LOCATED AT SILL END • • • • • • • 000 • FASTENED WITH (6) #10 X 1" P PH SM30 • • • • • • • • OPERATOR TRACK #30175 AT BOTTONP RAIL • • • • • • • • • • FASTENED WITH (2) #10 X 1" P PH SMS , ridgy ANTI —SAG SKATES: •• ••: ••s ••e ••. .•�• I�Tonzz VINYL ANTI -SAG SKATES BY 'MA PWSTICi' • • • _.s•.�.- "-o5i1.2iZoaq (2) AT LOCK STILE AT 6-3/4" FROM•TOO/BOTTOM RAILS • • • •//•//Q� Apo (1) AT BOTTOM RAIL AT 4" FROM•LpZK STLt • • • • • • `�••i�r _` ._ EACH FASTENED WITH (2) #10 X 1-1/4" P FH SOS. _ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U0 w 0 Z- 3 0 H P� 2 ry I 90 WN CUNT �G>m 0aoo8 Omoa M moo' Q W � LL Np IL ZOf v Jzm¢� Q W O1 E f J rn 3 � 3 'V) N L w NI�w cn U' V710 LM N M 5 • C) o 3 z �j 0 n o co J N w ro T loy7D592 'TATE OF ��/ drawing no. 20R1DP•.'' \ �� l ;•.a�.�� W1 1-05 I �o w 0 Z �m 3 � N Q W � I a f N 0 Q N 14 �' OO�.m o J N N IL ir C e 0 4 cizaN / / 'M 8 �acoa Dot, // Q �Zj N O ID V �fy I 3 3L�m c Z3 'I a J O VENT CORNER FRAME CORNER t� •• ••• • • • • • •• c • • •• • • • • •0. • • • • • • • • • �. �r��y� /G s EN s G�AS`UFii`!'!?E'715 �i n w ex•.mP4ge:g H•iu.;hetn;iia /, ,•� /td 70 _ o • • • • • • • • • liy s:�4� _.'.tom �� A7F OC �� drawing no. • • • • • • • 2,lioLacrw W11-05 • • • 0Wi: / Mj AL,,\` sheet 6 of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI—DADE COUNTY, FLORIDA • 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.2ov/bui1din9_ Eco Window Systems, LLC 8502 NW 801` 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 Prod%t•QDptrol Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade (Zourjt�� reserde the right to have this product or material tested for quality assurance purposes. If this product or' mateiVil. fails to perform in the accepted manner, the manufacturer will incur the expense of such testing aire �nd the AI1T may immediately revoke, modify, or suspend the use of such product or material within t%ej� jurisdicteon. �RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade (!QijP.„v"Prodttct•,�etrol Section that this product or material fails to meet the requirements of the applicable b9i"ua code.,, , This product is approved as described herein, and has been designed to comply witla'the'Florick hii,iMing Code, including the High Velocity Hurricane Zone.- GOOD** • DESCRIPTION: Series "ECO-Guard" Clipped Aluminum Tube Mullion— L.M.I. APPROVAL DOCUMENT: Drawing No. M14-01, titled "Aluminum Tube Mulli8y�', sAeets 1 tllropgh 9 of 9, dated 05/19/14, with revision A dated 11/15/17, prepared by Al-Farooq Corporation, signed'and.iealed 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, 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. 17-1218.14 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. 19-0405.09 Expiration Date: October 23, 2024 Approval Date: May 30, 2019 �1 22) f01 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# 14-0529.16) 2. Drawing No. M14-01, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 05/19/14, with revision A dated I I/15117, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS �•••�• 1. Test reports on: 1) Air Infiltration Test, per PA 202-94 • 2) Uniform Static Air Pressure Test, Loading per. PA.202-9; •.•�;. 3) Water Resistance Test, per PA 202-94 • • • • • • along with marked -up drawings and installation diagram of n• Gipped; 2juffynum • • mullion at fixed windows, prepared by Hurricane Engineering�* Vesting= Inc*, Test**:**. Report No. HETI-08-2192A, dated 01 / 15/09, signed and sealed tX CandI'O, F.-Font,:::::. P.E. ...... (Submitted under NOA# 14-0529.16) • • • • • • • • 2. Test reports on: 1) Large Missile Impact Test per PA 201-94 • • • 2) Cyclic Wind Pressure Loading per PA 203-94 * • 0000 0 0 0 •. ' along with marked -up drawings and installation diagram of a clipped aluminum mullion at a fixed window/ a single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2192B and HETI-08-2166C, both dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA# 14-0529.16) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a clipped aluminum mullion at a fixed window/ a single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA# 14-0529.16) C. CALCULATIONS 1. Structural analysis, complying with FBC 61h Edition (2017), prepared by Al-Farooq Corporation, dated 11/30/17, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 Manuel z, P.E. Product Con otf l aminer NOA o.19-0405.09 Expiration Date: October 23, 2024 Approval Date: May 30, 2019 E-1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, issued by Al-Farooq Corporation, dated November. 14, �2017, jigneci and.... sealed by Javad Ahmad, P.E. . • . .. . (Submitted underNOA# 17-1218.14) •••••• • •• •••••• 2. Department of State Certification of Eco Window Systems, LtC "*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. • (Submitted under NOA# 14-0529.16) • • . • .. ...... 3. Laboratory compliance letter for Test Reports No. HETI-08-21t924% • HETI-08-219213, HETI-08-2166A and HETI-08-2166C, all issued by: •1iutxicane• • • •' • Engineering &Testing, Inc., dated 01/15/09, signed and sealed .. by Candido r Font,:....: .... P.E. 0000• (Submitted under NOA# 14-0529.16) 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez, P.E. (Submitted under NOA# 14-0529.16) G. OTHERS 1. Notice of Acceptance No. 14-0529.16, issued to Eco Window Systems, LLC for their Series "ECO-Guard Clipped" Aluminum Tube Mullion - L.M.I., approved on 10/23/14 and expiring on 10/23/19. GManuel erez, Product Control Exat in NOA No. 19-0405.09 Expiration Date: October 23, 2024 Approval Date: May 30, 2019 E - 2 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None B. TESTS 1. None C. CALCULATIONS 1. None ' D. QUALITY ASSURANCE • • • • • • .. ...... 1. Miami -Dade Department of Regulatory and Economic Resources (�R) • E. • MATERIAL CERTIFICATIONS • • • • • • "" ...... .. . 1. None • ..... .. .. . .. ...... F. STATEMENTS • • • • • • • • 1. Statement letter verifying conformance to FBC 61' Edition:(Wl), issued• by Al-:,.,,: Farooq Corporation, dated March 21, 2019, signed and sealed by 7avad Ahx+r cf, R.E. ' G. OTHERS 1. Notice of Acceptance No. 17-1218.14, issued to Eco Window Systems, LLC for their Series "ECO-Guard Clipped" Aluminum Tube Mullion - L.M.I., approved on 02/22/18 and expiring on 10/23/19. Manuel Perez Product Control Ex min r NOA No. 19- .09 Expiration Date: October 23, 2024 Approval Date: May 30, 2019 E - 3 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON-IMPA07 RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULUON PROPERTIES QNLY NOTE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (o"TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. lay OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATEEY TO TRANSTER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED ED PER MANLJF'S INSTRUCTIONS SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD .DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NDN-COMPRESSIDLE. 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 SPECIFIC PROJECT, i:a 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 RE`.IEWEO SY BUILDING OFFICIAL NSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOW. STP j DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. 5 7 P 2 USE MIAMI-DADE COUNTY APPROVES GLAZING PRODUCTS MEETING A80'VE LOAD REQUIREMENTS. _?EP 3 USE CONNEC ION TD MULLION AS PER PRODUCT APPROVAL. USING CHARS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS STEPS ON SHEET A, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. I ! II 'I \ TUBULAR SHAPES F--2.000--i AHOY .- EID.-T£ MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SLZFS AND SPACING rrie� tt9 •• ••• •• • • • •• PRODUCT REVISED -plying with the Florida Building Code NOA-N+ . 17.1218.14 ••• 000 ••gxplmlcrGate1tl�1 /2 %- • • • • • • • • • • • • • • • • a7i ° d a Y .—I • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 7 j Hp1�70592 •, �%ST .7E OG If ' �c� R L9F .➢�mj drawing n0. E� M1 4-01 Ix - .9502 IN\4 Sx = .6335 IN\3 1 X 3 STD. MULLION_ 6063-76 Ix - 2.0374 IN\4 Sx a 1.0187 IN\3. 1. X 4 STD MULLION 5063-T6 1/7•' MIN. ANGLE CLIP 6063-16 1.000 j- 75 I .125 3.000 .375 Iz - 1.538 IN\4 Sx = 1.0254 rrv\3 1 X 3 CUSTOM MULLION 6063-T6 1.000 .375 4.000 .125 .375 Ix = 3.1676 ?NV S. - L5939 IN\3 1 X 4 CUSTOM MULUON 6063-T5 .125 . �I T .125 4.000 Ix - 2.9762 IN\4 S. = 1.4551 !N\3 2 X 4 STD. MULLON 6063-T6 j-1.716 --1 l5 27I25 .12: Z�1z .125 r TiP. � rT�• s-5oo-- �S.sac NOI�H OPTIONAL 1/2- MM. 1 /2' MIN. MULLION CLIP 6063-T6 NOTCH • • OPTIONAL1/2 7/2- • • MIN MULLION CL • • • 6063-i6 • • • .u5 I � 6.000 125 Ix = 6.2757 IN\4 SM - 2.7556 IN\3 2 X 6 STD MULLION 6063-T6 �2.000--j 250 T— �. 6 ^00 250 {. dq •• • • • • ••• • • • • • PRODUOIF f8EV16KD as comply.�9 with the Florida S.'Rdin9 Code - NOA-No. 17121&14 • • • E�i�jon La � $,"�� • • • Miami- PrYtlucY Con I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • a 152031 IN\4 Sx = 5.0677 IN\3 2 X 6 HEAVY MULLION 5063-T6 �U mm 0 S? n E� =m oo 0 Wp`� V 0�� m paoo.+ 0 • b ¢ a 1G�mp {L Z N m o� Q J Omi f r 0 J !n J Z 0 w m U) 0 m i ZIZ m 3 _ Q L) J) OQ "I Jr —mg no. M14-01 D13.SIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY- - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TITHE MULIIONS) [y r/ !nI WNDOW DTMS. (W) MUIL SPAN I X 3 STD. 1 X 4 STD, 1 X 3 CUSTOM.CUSTOM 1% 4 2 X 4 STD. 2 X fi STD. 2% 6 &EAVY WINDOW DIMS, WIDTH (W) IMULL SPAN I 3 STD, 1 X 4 STD. i% 3 CIISTOM i X 4 CIISTOM 2 X 4 STD. 2% 6 STD. 2% 8 IM•',nY7 WDTDOW WIDTH (W) DIKS. MULL SPAN 1 X 9 STD. 1% 4 STD. I X 3 CIISTOH 1 X 4 CIISTOM 1 2 % STD.EAVY120A 2% 6WIDTri 26-1/2' 4' Go" 6c 7L" 3b-3/8"120.0 12C.0 ! 72D.0 120.0 120.0 120.0 120.0 19-I/B' 26-7/2' 30' 37' 42" 48" 54' 60" 66' 7V I 74-1/4'• 75.3 12C•.0 120.0 120.0 120.0 120.0 120C 19-1/ 26-1/"<" 3030.2 37' 42' 48' 54" 6C'09,5 66" 72' 12C' - 59.9 56.0120-0 Z i37'120.0 p42" a48" a a' 0 MM a a 6 O 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54..3 103.4 1 88.0 120.0 120-0 120.0 120.0 - - - 432 404120.030" 1200 120,0 1200 120.0 120-0 1ZD.0 12D.0 480 91.3 77.7 120.0 120.0 120.0 72D.0 35.7120D 120.0 1200120.0 120.0 120.0 120.0 38.9 74.0 630 111.9 116.3 120.0 1200 - - - 30.9 28.9120.0�' j9T912LD 120.0 120.0 120.0 120D 120.0 12OX 120.0 34.3 65.2 55.5 98.6 I IC24 120.0 120.0 - - - 272 25.512D.0 12C.D 120-0 120.0 1200 120.0 120.0 30.0 57.1 48.5 86.3 89.fi 120.0 120.0 23.8 22.3111.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26_7 50.7 43.2 76.7 79.7 120.0 120.D I 21.2 99.4 1125 120.0 12C-0 120.0 120.0 1211 120.0 24.0 45.7 8.9fi9.0 71.7 120.0 120.0 1023 120.0 120.0 12C.0 120.0 120.0 12D.0 21.8 41.5 35.3 62-7 65.2 1197 120.0 - - - - - 44.5 81.3 93.8 12C.0 120.D 720.0 120.0 120.0 120.0 - 38.0 32 a 57.5 59.7 1.09.7 120,0 - - - - - 40.8 74.E 19-1/8' 26-1/2' 30' 37" n2' 48' g4' 50" 42' 120.0 120.0 120.0 120.0 120.0 120.0 1=0 19-1/8" 26-1/2- I 30" I 37" 42' 48" 54" 60- 3- 52.0 110.6 84.2 120.0 1 120.0 120.0 120.0 19-1/8' 26-1/2" 30" 37" 42' 40" 54' 60' 132' - - - 4S0 42-0 116.5 120.0 m N ¢ Z :y^ LL p '� 2 0 2 I < m 120.0 120.0 120.0 120.0 120.0 120D 120.0 37.5 79-8 50.8 120.0 11T7 120.0 120-0 - - - 32.5 30.3 84.3 120.0 12C.0 12D.0 120.0 720.0 120.0 120.0 t20C 33-2 70.5 53.7 106.3 104.0 120.0 120.0 - - - 28.7 2fi.8 74.5 120.0 120.0 120.0 120.0 120D - 120.0 120.0 -- 12:.G 26.9 57.2 43,5 Bb.2 843 2L.0 12D-0 - - - ;12 21.7 60-4 110.8 120.0 120.0 120.0 120.0 120.0 170.0 1 120.0 23.7 38.3 j 76-0 174.3 120.0 120.0 - - - 20-5 - 53-2 97.E � 116.E 120.0 � 120.0 1201 720.0 720.0 12D.0 20_7 44.1 33.5 665 65.0 -120A i 7200 I� 0 0 J N J 103A 120.0 12D.0 120.0 120.0 120.0 120.0 � - 39.2 Z9.8 59A 57.8 1 1115 120.0 - - - - - 41 e 75.9 93.4 120.0 120.0 120.0 120-0 120.0 120.0 - 35.3 76.8 53.2 52D 102.2 120.0 - - - - - 372 68.4 84.9 120.D 12G.0 17D.0 120.0 120.0 120.0 - 321 24.4 48.3 473 929 120.0 - - - - - 33.8 62.t 66° 72 66" 72' 66' 72' ?_ C J o T7.4 1Z0.0 !20.0 120.0 i20.0 12D.0 120.0 - 29.4 22.4 44.3 43.3 j 85.2 120.0 - - - - - 37.0 57-0 15-1/8" 26-1/2" 30' 17' 1 42 48, 54' 60- C 66' 72" 50-5/8" 120,0 120.0 ( 120G 12DD 1.20.0 720.0 '120.0 15-1 /8' 2E-1/2" 30" 37` 42' 48' 6C" 66, 72" 96" I 34.8 74.8 Sb.4 116.9 fC9.3 12G.0 120.G 19-1 /8' 26-1/2` 30' 37' 42' 48' 54' K. 66' 1 72' 144" - - - 34.6 32.4 90-0 120.0 m H 2 z 5 E W B OO L N 0 © � C] Zr WJ C NO 720.0 120D 720.0 120.0 120.0 120.0 120.0 25.1 54:0 40.7 844 78a 720.0 120.0 - - - 25.0 23.4 64.9 119.2 12M0 1Zo.O 120.0 120.0 120.0 120.0 120.0 2.2.2 47,7 I n 74.5 69.7 1200. 120X - � - - 22.1 20.6 57.4 105.3 1011 120.0 120.0 1200 120.0 120.0 120-0 - 38-7 ' 25'2 60.4 I 56-5 1200 ' 120.0 - - - - - 46.5 85.4 90 6 120.0 120.0 120.0 120.0 120.0 120.0 - 34.1 25.7 53.2 49.8 110.9 120.0 ' 41.0 75.2 79.5 120.0 120.D 120.0 120.D 120.0 120.0 29.8 22:5 46.0' 41.1 97.0 120.D - - - - - 35.8 65.8 70.6 112.5 1 1.6 120.0 120.0 -120.0 120.0 12C.D - - - - - 31.9 58.5 63.6 101.3 100.4 120.0 120.0 120.0 120.0 23.8 37.3 34.9 77.6 120.0 28.7 526 57.E 921 9..3 120.0 120.J 1200 1200 = 21.7 = 33 ° 31.7 70.6 120.0 - - - - - 26.1 47.9 53.0 B4.4 83.7 120.0 120.0 12D.0 12D.0 31_i Z° 0 64.7 1153 - - - - - 23-9 439 19-1j'o" 26-1/2' 30' 37` II 42' II 48' 63` 72" 1200. 89.0 78.6 63:7 S31 49.1 43.7 327 1'20.0 1-0.0 120.L• t20.0 ! 12C.0 IZOC 1Z0.0 120.0 12C.0 104.3 - 1T32 12C.0 97.9 S03 12GD 80.4 79.5 120.0 71.5 70.7 08.3 -643 6S60 56.5 57:8 88.6 53.6 53.0 8':.3 120.0 120,C 120.0 120.0 120.0 120.0 111.5 9t.2 83.E 4200. 12CD 720.0 121 0.0 1200 120.0 20.0 120.0 120.0 120.0 120.0 120.0 '120.0 120.0 ��21 0 7 120 n 79-i/0' j 2b-1/2' ( 30" 1 37 I 41• f 4B" 1C8" 54" 60---26GLAZINGGLAZING66`35.7 I 56" I 72" = _ _ - - _ - - - j = - _ - - 82.1 593 523 424 37.4 32.7 Z9.1 23.6 21.8 76-8 i200 5S4 120.D 49S 120.0 35.7 90.7 35.0 87.0 306 76.1 2?.2 67.6 22.2 533 20.4 50.7 120.0 1200 1 120.0 12CD +. 20.0 120.0 20.00"393 tv"1.2 92.7 PP.CHES 10 8E INSCRIBE' HD"2C SAL ML'WON ANS�E�YGUTAfi BN.iPE - j� If GVSING AL I ' - I III FrcOGUCT i ;i MULUON54" PRODUCT PRODUCT EIS 3 Gla? NG GLAZING PRODI.GT III PRODUCT I OI r fI f r�E ALL LOADS ARE EXT_(:)�'NT.(-) .m l NOTE: MULLIO U RATED IN HESE CHARTS i.-0AY @E OrRIEN T tED VERTICALY OR HORIZONT.4LY. NTERPOLATION B-PlN-EN WIDTHS ALOWE�) • - ,.. '' - W2 MLWON SPAN �l i- oil Cam' i��4 • • • • • • • • • • • • I Jam' i • '1 ON•.� •NG0 • 0 0 •0 • • • / �-� ¢ ' a ...✓ '' I • a - - • ♦ • PRODU gfi2EVISED 7 82 WIDTH (W) = ri1 W2 as complying with the Florida ? BdidmS Code - vDa-No. 17-1218..14 • • • • • • • • • •Pi�igp Tat 3/20'19 �� e ' =TAT`- OF :�/ drowmg no. LNA M yv � Prodyct coot of ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • DESIGN LOAD CAPACITY - FSF DIMS. I ANCHORS TYPE 26-1/2' 30' 37' 42' 49' 36-3/B' 54" 60. 66' 25-1/2' 30" 37' 42' 48' 54' so' 66' 72' 42' 120.0 iZJ.O 120.0 120.0 120.0 I 120w0 120.0 1200. 111.4 120.0 99.0 120.0 89.1 120.0 B1.0 120.0 74.3 120.0 19-1/8" 25-1/2- 30' 42' 46' 59• 60' c6" 72" 50-5/8' 120.0 120.0 120.D 120.0 i20.0 1.. 119.9 120.0 105.7 1200. 92A 120.0 822 120.0 74.0 120.0 67.2 t17.2 61.fi 1075 19-1/8" 26-1/2" 30^ 57• 42" 4E' 54" jE3' 1 120.0 121.0 120.0 12G,O 118.9 120.0 96.4 12C.0 84.9 120.0 74.3 1 2 TO 66.0 115.1 DESIGN LOAD CAPACITY - PSF WINDOW ➢IMS. I ANCHORS 'TYPE 26-1/2" 30" 31' 42' 48' 74-1/4" 54" 60" 66' 26-1/2' 30" 37' 42" 48" B4" 54. 60' 66' 72' 19-1/8" 26-1/2" 30' 42' 48' 96` 54' 60" 56' 72' 19-1/8' 30' 37' 42" 48' 10S' 54' j 60" 1 59.4 - 103.6 1 120.0 38.1 I 54.9 76.2 60' 6fi" I 54.0 942 120.0 34.6 I 49.9 69.3 66' 72- 1 1 49.5 85.3 I 17.0.0 31.7 1 45.7 S':fLj 72' ALL LOADS APE EXC(=)/iNT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) DESIGN LOAD CA-PAC77Y - PSF Z ^ FZ e�i W n a Q yt N x� Q N Y V 4i Q' G 0. O a0 N a w {L Z r m_ .7 a n J I Q = o WINDOT4 DIMS, ANCHORS TYPE WIDTH (W) MULL SPANI A2 A4 AS B2 134a B4b 19-1/8' 25-1/2' 30' 37' 42' 48' 54" 60" 6E" 72` 120" 97.9 120D 120.0 62-7 90.4 120.0 70.6 120.0 120.0 653 652 90.6 _ E2.4 108.8 120.0 90.0 57.6 80.0 S0.6 88.2 120.0 32.4 46.7 64.9 44.6 77 7 116.6 28.6 41.1 57.1 39.0 1 68.0 I 102.0 2.5D 36.0 50.0 34.7 60.4 90.7 22.2 32.0 44.4 312 54.4 81.6 1 20.0 28.6 40.0 28.4 49.5 742 - .262 36.4 26.0 45.3 68.0 - 24.0 33.3 19-1/8" 26-1/2" 3C' 31- 42" +8' 54' 00' 66' 72' 132" 89.0 120.0 120.0 57.0 821 114.1 64.2 112.0 120.0 41.2 1913 82.3 56.7 98.9 120.0 35.4 52.4 72-7 46.0 802 120.0 1 29.5 42-5 59.0 40.5 70.6 1 Oa-O 26.0 37A 51.9 35.5 61.8 92.7 227 32.7 I 45.5 -� j Z 0 J � �� CD I F I D D m J J = !^ R C U c V) y � w 0 4 ? N J o 31.5 54.9 82.4 20.2 29.1 40.4 2d.+ 495 74.2 - 262 j 36.4 25.5 45.0 67.4 23.8 33.1 23.6 41.2 61.8 - 21.8 30.3 19-1/8" 26-1/2' 30" 37' 42 48" 54' 60' E= 72 144• 1 81.6 120.0 1 120.0 52.3 75.3 I 104.6 589 1025 120D 37.7 543 75.5 52.0 120.0 1 33:3 48.0 66.7 422 735 1103 I 27.0 38.9 54.1 37.1 '64.8 97A 23.8 343 47:6 32.5 56.7 85.0 20.8 30.0 41.7 28.9 50.4 75.6 - 26.7 37.0 26.0 45.3 68.0 - 24.0 33.3 23.6 41..2 61.8 - I 21.8 30.3 21.7 37.8 56.7 I - 20.0 27.B c7 TYPICAL MICAI ANCHORS ARCHES NZIDE TO BE RECTANGULAR �HORIOALMU INSCRBED SHAPE WO tI ; i I 7I }I II�1ypMAL 'a Yc ANCHORS tw1 I� w2�f MULUON S: A,4 • • • TYPICAL MIILLJON ARRANGEMENTS Y �-�i� 111111. i..... • • • s •I th?DTt (Orj . F • 2 2 s. � • i F llc f REU$ED• • • • • 7G B.Rdplying with the Florida ing cede NOA-No. 17-121 S.14 I- • B•p•�on Oau r0i23iR�1H • e • • • • `� �✓ A`E AT \TCH0RS NT p•duct. Fltroi • . • i/j 1�7t1A run 34:7 I 604 1 90.7 1 22.2 32,0 1 4-4.4 31.5 54.9 1 B2.4 20.2 29.1 40.4 28A 50.4 75.6 - 26.7 I 37.0 GLAZING PRODUCT MUUU- 6LAZIfrD PR06UCT o �I 1' • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Gl..42JNG 1``� / PRODU1Ci �� \ANCHOR �OSTkL S1 I 3 GLA7JNG � C:AZINC I L T`PrAL PRODUCT PRODUCT ANCHORS TYPICAL ANCHORS 2 PER CUP (1 ON EACH WING) #14 SMSJ 1-3/4" O.C. MIN. 4 PER CUP - I � r� ANCHORS TYPE `A2' TYPICAL ANCHORS PER ANGLE OR II II FLOATING CLIP • j j SNUG FIT INSIDE .MULL / Ll U 2 2 1/E' X PLUU M ANGLE �14 SMS j 7-3/4' O.C. MIN.-, I I 2 PER ANGLE TYPICAL ANCHORS TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING) 2 PER ANGLE ;I �— p dl' � I p kp�T1• . I II 14 I / II III �I I 11 M 4 :OA:<ING CUP 11 II I SNUG FIT INSIDE MULL j I I #'A SMS 114 EMS 1-3/4' PER CUP 2 MIN. 1-324 O.0 MIN. P 4 PER ER ANGLE ANCHORS TYPE 'A.4' TYP�ANCHORS: ANCHOP. TYFES SUBSTRATE MIN. JABS. MIN. EDGE DISC. 1/4' D:A. UL. ACONS BY `ELCO'' (Fu-177 K51, Fy=155 K51) CONCRETE 1-3/4' 2-1/2' 1/4" DIA. SEA DRIUUNG SCREWS (GRADE 5 CRS) METAL 1/5" I 3/4- CONCRETE - f'c - 3000 PSI MIN. \ METAL - 1/B' MIN. THK. STEEL Fy - 36 KSi MIN. -1 ) �\ \ N ORc OR \ 1/6" MIN. THK ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE: HEX OR FLA': HEAD. ALL CLIPS AND ANGLES 70 T SNUG INTO TUBE MU'LONS. CUPS OR ANGLES CONNECTED U111 Y TO MASONRY TO BE PROTEC ED N WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHINE METHAC.RYL4"E LACQUER. 2 X 2 X 1/6' A:UM .ANGLE p� m iff 20Z4 • � I, - GO: il'•' •t;•dYi":n. _tip e1:$?.f�aM,p • • • • • • • P�'�coU`�".w EAI �n I= 70587 as Florida _ I o b' Builds g God _ Hc.a-rto. 17-1218.14 � . •, � ty- ATE Expiration Date 10,'23/20'19 G ,� Qr': OF dmwin 9 no. ••• ••w ••: ••� •.v ••• \oROP.•�O� M14-01-01 Br •,, • • • • • 1'll%n' Y •Aduci Ghtrol rr. ��'�� 1Y�� sheet 5 ct 9 o•• • • • • ••• • • ••• • • • ••• • • TYPCAL AN 6 PER CLIP (3 ON EACH R I I I \ M S U I i i tl i ji -__---____-- M #14 SMSJ 1-3/4- O.C. MIN. 6 PER CUP TYPIcANCHORS TYPE `A6' TYPICAL ANCHORS 3 PER ANGLE \ OR eRErE\\ �l OR M6T + UGTU 11 / VG CUP U Z2 X 2 X 1/6` FIT INSIDE MULL VI ALUM ANGLE p14 SMS I 1-3/ O.C. MIN. r� 3 PER ANGLE TYPICAL ANC_T30RS: ANCHOR TYPES I SUBSTRATE MX EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACON5 gY 'ELCO' (F-177 KSL Fy-155 KSQ CONCRETE 1-3/4" 2-1/2" 1/4' DIA.SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/8' 3/4" CONCRETE = Pc = 3000 PSI MIN. METAL = 1/5" MINK. S,M . THTEEL Fy - KSi MIN. 1/$" MIN. THY, ALUMINUM (6063-T5 MIN.) ANCHORS MAY aE H F_X OR FIAT HEAD, ALL CUPI-11 .ANGLES TO FR SNUG INTO TJBE MULLIONS, CLIPS OR ANGLES CONN= DIRECTLY TO MASONRY TO gE fROIZCTED WRN ALKALI _11CI`_'TAf.^, COATm, . '.SUChI %S-g�7UM11iGU5 P:JI: vR WATER-WHRE METHACRYLATE LACQUER. l . ......... • . • • • • • • FgeUCT REVISED n onplPIn99dt!Pt a Fbrida Building Code NOA-N.. 1'I-1218.14 Fxpi:ation Date 0/23/2019 • • • • • • • ••• ••• • ••• • By • • • Milnl-D Prgluct Co jjt_l • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • •• _ �U {� of z O Z h W 4 ro Q0d � 6 � O O J d now.4 9 2 K m o Q 0 c LL C 2 p J � z J 3 'L iY O - J J D L u ?'�- we J Lo 3or In'0M . 1 zZ c" — 3 _ ryJ L) p vp <ILjmE ti h No. 0592 OF 4c'.^..^r Mg no� M11 4-01 TYPICAL ANCHORS 2 PER CUP �114\ E111H�W,IN/G)� \, 'ia SMS 1-3/4< G.C. MIN. I I PER CUP jANCHORS TYPE. 'B2' TYPICAL ANCHORS A PER CUP (2 ON EACH WING) �14 SA1S 1-3/4' G.C. M!N. 4 PER MP TYPICAL At 1 PER CLIP INSIDE MULL f 1-3/4' O.C. M N I 2 PER ANGLE �L II LFLOATING CLIP II SNUG FIT INSIDE ).'.U: I 2 PER ANGLE NCHOPS TYPE 'B4a' 2 X2 %1/8" ALUM ANGLE tl7 � �� of I Z m O� pWZ Ff 2m 0W` N % 06��Y �1outi 0 G O a J c7mE •I O J m Z J O TYPICAL ANCHORS: w c ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. ~ (n w 1/a' DIA. ULTRACONS BY'ELCO' MASONRY m N O IFu-177 KSI, Fy-155 KSI) WOOD 1-1 /2' ~ g -4 r Don WOOD - 2Bi WOOD BUCKS OR WOOD STRUCTURE S.G. = C.55 MIN. j m MASONRY = C-90 HOLLOW,/FILLED BLOCK f'm - 2000 PSI MIN. IBT' OR 2EY WOOD BUCKS NOT BY ECO WINDOW 7 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I Q I O p O THEM TD BUT SRJCTUREAT u ANCHORS MAY BE HEX DR FLATHEAD. I • • • • • ••• ✓ n ?L 7 4-7 • • • • �RO CAJCT REd SRD • �'<•%Y 3 u •• as complying with the Florida 13.Uding Code NOA-No. 17-1218.14 • • • • • • • • GcplIlla•dh °a /2 • • • • • Kiadli-Da •rod•ct Contror • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• •• 1 r _'•, CF (y� drowing no. °r..-\�?� i M 14-01 I \ I T -. �1----Ai I TYPICAL ANCHORS < PER CLIP (2 ON EACH WING) \\ \\k\\\\iC #14 SMS 1-3/4' O.C. M(N. b PER CLIP NCHORS TYPE `B4b' TYPICAL ANCHORS 2 PER ANGLE .OWING CUP vUG FIT INSIDE MULL J �74 SMS :-3/4" O.C. MIN- 3 PER ANGLE I\��Ufc z gym= OZ "wo \\ NLLED�LOE\ O p cSi W00 U CL LL O�i'a� Go �&gym s g 2X2X 1/8' 11 2 0 ALUM AN Zz� iL Zy- gym_{ Q w m F C —1 I� L) T'PicaL anTcxoRs: JIB n ANCHOR TYPES 9.1BSZi ATE MIN. EMBED.) MIN. EDGE OIS7. V) e /4' DIA UL'TRACONS BY MASONRY' .-Co'KSI) 1-3/4- 2-1/2- W 9 >- ) V p (Fu<17J KSI. Fy-155 WOOD 1-1/2' WOOD - 29Y WOOD BUCKS DR WDOD STRUCTURE S.G. 0.55 MIN. MASONRY - C-SO HOLLOW/FlLLED BLOCK fm = 200D P31 MIN. 3-r'o IBY OR 2BY WOOD BUCKS NOT 6Y ECO WINDOW .. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q O p O THEM TO BUILDING STRUCTURE. ::NCHORS ,u4'; BE HEX OR FIAT HEAD. J iyUj m O 'LV YE :(.eGt,!..lc=_I L • 'Euts��'r< .. • • • • • • • • • • • •'• V • • • • • • • • • • • • • • • • PtocpjyCdTi IEVl ISED11- oada Building Code NOa-tan. 17-1218.14 • • • • ExPintieo D�to 1012312019 • 00. • • • • • By • • Mi -py r ct control ••• • • • • •••00 • ••• • • • •• •• 47 %I drewmg v 00. -01 14 SAES — TUBE MULLION SEE CHART FOR O1UANTMES =-------'I-------- y' 14 PH SMS u 2/ SIDE 1/8' THICK ALUM CHANNEL I LENGTH TO FT SNUG INTO MULLION TUBE MULLION I I f I MAY BE NOTCHED IWN TO ALLOW INSTALLATION I ANG E JOINT AFTER ASSEMBLY 114 FH SMS 1/2- O.C. MIN. SEE CHART FOR QUANTTNES I I I PH SMS ER CLIP D.C. MIN. I I I I 1-3/4` % 2- % 1/8•' (FOR 291 TUBE) 3/4- X 2- % 1/B- FOR {t BY TUBE) .f ALUM ANGLE CUFF TO FiT SNUG INSIDE TUBE ANCHORS DETAIL l METAL TO METAL CONNECTION ANCHORM,-. CHART TYPE A2 TYPE A4 TYPE AS 14 SMS SUPSIiZ1TE I.Et. = P.N. EDGE DIS'T. ;MIN. CL TO C.'-SPACING ��f.j:.;, r.•S_h 1S.e 42;nai� ALUMINUM 5/8' 1/2- !;�.;,:,;. t;.>ile ` V24- 4 a.: k&4 • • . • • • •. • • pKloMCT REVISED • as4 atlyl•gYiith the 'Florid2 Boffin Code NOA-No. 17-1218.14 E.phation Date 10123/2019 • • • • • Mia -D rotlyct Control • • ••• • • •• • • •• • • • • • • • • ••• • • •• • • •• M "`% I "- 70592/ lz, � TE OF J�GJ� drawing no S. • A0R,D M 14-01 MH IAM �•IIAMI-.DADE COUNTYJ ®AI7E 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) %vww.miamidade.eov(ecotiomv ECO Windows Systems, LLC 8502 NW 80" Street, Medley, FL 33166 SCOPE: This NOA is tieing 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 1Vliami Dade County and other areas where allowed by the Authority Having Jurisdiction (A.11J). 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. RE1t reserves the right to:AWp: this acceptance, if it is determined by Miami -Dade County Product Control Section that this paadu t,.)r material fails to ••••;• meet the requirements of the applicable building code. e e • This product is approved as described herein, and has been designed to comply with the Flcy",CUpildingCode, Including the High Velocity Hurricane Lone. !. • • e • • • • !: DF,SCR.IPTION: Series.. 750 Alaminum .Sliding Glass Door iv/ Iteinfai cemenfs-S.M:L. APPROVAL DOCUMENT: Drawing No. 18-21D, titled "Series- 750 Alum Sliding. Gla.,:CL0.0r (S.NV.y, :sheets "••• I through 8 of 8, prepared by Al-Faro(q Corporation, dated 01/18/18, signed and sealed bye. ,po.Ahmad, 11�1!., ' • bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acce);taote pumbef,and, e approval date by the Miami -Dade County Product Control Section. e. .. , e• • e•ee :•ese: 1VIISSILE IMPACT RATING: Small Missile Impact Resistant e , Limitations: 1. See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet 2. Exterior (positive) design pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PS.F w/ 2" sill riser. Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 2. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade Countv Product Control Approved", 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 tenninate 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# 18-0129.10 and consists of this page 1 and evidence page E-1., as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. , �t1,t 1;/a�f f�fc NOA No. 19-1022.15 MIAMDADECOUNTY ) a Expiration Date: April 04, 2024 Approval Date: November 14, 2019 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SIJBMITTFD A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 18-21D, titled "Series-750 Alum Sliding Glass Door (S.M.I.)", sheets I through 8 of 8, prepared by Al-Farooq Corporation, dated 01/18/18, 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 FBt' T1-1,S 202-140 • • • 3) Water Resistance Test, per FBC, TAS 202-94 •..' : .. . .• 4) Small 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, TAS 202-94 • • • : • • • • • .... . .. ..... along with marked -up drawings and installation. diagrams of Alum slijlir�g*jCjlass rigors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-983.1 Sated 12.48/'"17, • • • • • • signed and sealed. by Idalmis Ortega, P. E. • • • • • • • • . . .. . ...... C. CALCULATIONS 0 • • • 1. Anchor verification calculations and structural analysis, complying with FBC-201�• �6`� • • Edition), prepared by Al Farooq Corporation, dated 01/09/18, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTM E-1300. I). QIJALITV ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc for "Trosifol": Ultra clear, clear & color PVB glass interlayer, expiring on 07/08/24. F. STATEMENTS 1. Statement letter of conformance to FBC 2017(61" edition) prepared by Al-Farooq Corporation, dated January 09, 2018,.signed and sealed by Javad Alimad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal #/17-0580, dated 06/13/17 approved by Ishaq Chanda; P.E. 2. NOA418-0129.10, issued to Eco Windows Systems, LLC for their Series "750" Aluminum Sliding Glass Door w/ Reinforce,ment— S.M.I., approved on 04/04/19 and expiring on 04/04/24. Wang Zhao, P.E. Product Control Examiner NOA No. 19-1022.15 Expiration Date: April 04, 2024 Approval Date: November 14, 2019 E-1 r 3/16" TEMP. Gt/SS —3%16" HEAT SiF.EN'U GLASS I ';, ,; ....z/B" AIR SPACE ____.._ _ i .090" InterlaYer Tro if.i PVB ';--3/1G.. HEAT SIREN D CLASS 0 i I-- By 'Kuroroy Americo, r—' 1, .090" Mwicyer I(r if.i PV3 Z < .. �Jj 1E"' I1E4' SiREN'D GLASS 11 % :! Ku ,:y Americo, Inc. By '' p p oii. I O W —1116 HEAD S?REN'GI.nSS D u pp�� ? _ I' ;n pwM a�M p I (281 mI SILICOrJE i---- DO1 YS'L 79 !I , Sow I. D "iL 791 N0 Q W N LL OII i ' LL Z M —t:; Z M ., v. u 4\ 'x \ \ (^y� CA ID!NAL %L \`_/ >C.. EDGE SPACER �1 y S7 STEEL + TIASS TY F'F4 'A' GLASS ! U f 7/1G" OVERALL LAM. CLASS - 1' OVERALL iNSUL. LAM. GLASS J 4 n G uj GL\'L.ING OPTIONS N � V S uJ x f— W LL U (n ui r t� _? !V) V) 7 V Q O J IH a ODORS ARE RATED FOK .. z °' F.B C APPROVED J IMPACT RESISTANT S iJTTERs REOU!RED F;iR INSFALVQIONS UP TO 3D FT. OF fRAUE. SHURS N01 PDFOR JSTA.ATIU\I rr O c-" i n ,. . _ iW'0 SERIES-75t) ALUMINUM SLIDING GLASS DOOP, to THIS PRODUCT HAS PEEN DESIGNED AND FS"ED 70 COMPLY WLIH THE K (UIREMEJTS OF HF Z017 f H EDITION, FLORIDA BUILDING CODE NIC UD NO HIGH VEI C'. ( I URP'I.CANF !ONE (HVHZ). .I BY OR 2BY WO ) HLCY,S & BUCK FASTENERS BY OTHERS MUSI BE UE: C1 O AND INSTAL I -ED ADEQUATELY TO TRANSFER APPLIED PdODU - LOA.D� DOCF, FP ME .5. LfI \hf[NATL'D (.,LASS �' TO H - BU DIN TJCTURE AN HOPS orl LL B CORROSION RESIS ANT PACED AS SIIO',Y I ON Dr IAi,S � F I • • • • • • • • • • • • • • • • I \ SL�I:. LAW GLASS � u AND IN L'D H dkr EF S INSTRUCT UNS SPECIFIED EMBEDMENT BASE I—'p ,....... - .^I • • • • • • • • • I�, Ll; I ill ,n SMALL MISS 1 ACT i TM HP. BE BEYOND WALL DRESSING OR STUCCO. s !:` L { • • • • • • • • • • • i MT A LOAF DURATION INCREASE to USED iN DIE ION OF ANCHORS INTO WOOD ONLY -� E I��., —{a • • • • • • • • • . i ? � • • • • • • • • • • • • ASHIMS 0 HE HIGH IMPACT,fSN METALLIC AND NON COMPRESSIBLE. MA LPAS tlDI!UNI IIJ!T0 T1 STEEL/MEIAI. SCRE.THAT V CO I u I I_ INTO CONTACT WITH 0 � C t DISSIV 1_AR MATERIALS" SHALL VE' T THE o E; i� � `'1 )05.2 1 = REU 1 R N N.. S OF THE. IC' , FLORIDA BLDG.BLDG. CODE & ADOPTED STAN D .RCS. f FH.!S i R O T APPROVAL !S GENER C AN i DOES NOT PROVIDE I JF )R. MA?i0'J • • • • • Elc •,� • 1 ! c k F E .,PC IF.0 PROJECT , .e LE <AI'E'Y OF THIS PRODUCT ADEQUACY ox(SrOWN) • • • • • • Iq•ic'za{ t OCl 1fi,2D1J OF STRUCTURE: P EIV NS TI IS PROCLc.I rNO SEAL!NO AROtR.O OFCN:r:J FOR • • • • • • •°""•' '�'a G4.4+i �'L47s�. .?`.., STATE OF %1W. f ., S N,.E ET... X0 • • • • • • • • • • • • drawing no. . AT- P NFILTkAT rt k St 7r i '`t F CON ITI i c NOT HIOWN IN TH;S CRAWNG ARE. TO BE ANALYZED SEPARATELY, ,a, -��' '-° GRVD 18-21 D AND R APPROVED CONFIGLJR6f,Cr `" ^•-'*--1"•- '' :0 F.. E, EWED 6( BUILDING OFFIQA.. --1.. 3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 3/8CLUSTER OF 4 3/8:: CLUSTER OF Pl Ei MAX 12 1/2 TYF ',} i' 6_.ANCI'IORS 5' MAX. 12 1/2" YP R �6 ANCHORS I w HEAD MAX.AI INTERLOCK ENDS ._ Ham' .•:, MAX. AT INTERLOCK. ENDS p i CORNERS NERD v;� CORNERS HEADI I\�� ........ .. .. .._ . M 96 '3 106" Q a a r_ DOOR FPAME WIDTH DOOR FRAME WIDTH 0.+ O m ;O Ai _ ..... __.__ .. .... - ... _ - .... I rII r Ell r` - c'am -- 1 •j I mi O ! i .I-Jtom p J I . Y o LLJ V) W i I / � 1-/ _ ...... _ .......` j 47 3/4' 47 3/4' x ¢ o Z 3 L` m IS { 11 I e... ..... i ......u:...,,...,L ..........,x...�� __ .:. ......... . ,. I_,� FALSC1 jNTIN.../i h.. .._.... DONAL.L OPG _- -.:, --- LL OPC g,ao ....................._ ___, 41 3/4" _ 41 3/amw sa 7/s" (N O pc FFI SE 4iUWTIN / :''. ""__ "' ""' '......'..'..... •'i ! Z PANEL WIDTH 5a /6 W OPTIONAL D.L. ORB. D.L. OPG. K .-- «! ( ��_,.,,, - J o PANEL WIDTH as 7/6" P7,NEL WIDTH .... as 7/a" ! .._ .T, L._7 FANEL.. WIDTH _-_- 5 .... 1./X. ' SILL CORNERS SILL �1 i i 12 1/2 0 5' MAX LL C�USI EIt OF ....... _- : , 6 ANCHORSSLL ...; MAX CORNERS SILL ,�`41 AI' INTERLOCK ENDS w ' R GwsT k of .,/ TYPICAL ELEVATION I� , AT INTERLOCK ENDS MAXIMUM DESIGN LOAD RATING + 70.0 PSF ox N (FOR SIZES SHOWN ABOVE OR SMALLER} 130.0 PSF • • • • • • • • • • • • ply' TYPICAL ELEVATION— • • • • • • • • • h CX EX I ERIOR( ) LOADS SHOWN ABOVE AR FOR DOORS WITH 2-3/4' -iLL HEIGyij. • • • • • • • • • • �y5 4ff i! [ r r • v) �l .., FOR 2' SI,,. HEIGHT LMIT EXT.(+) LOADS TO 47.0 PS • • • • • • • • • �t �'� ` d ' I��, !" IT DOORS WITH 1" SII-1.. HEIGHTS ARE NOT APPROVED FOR WATER IN1? PWI019 PLtISTAN!E• • • • • • <`�� °�°'�'• �i6� �%� � " SEE SHEER 3 FOR DETAILS '"' - L'°GEN '�`a• JNO.'f S2 1 DA• LITE C- ENINCS WIDTHS: • • • • • • • • • • • • • • • •' PANG w10Tr1 - 7.125" NOTE: • • • • • ; f";• Oct 16 2014' CLASS CAPACITIES 7N i-iIS GHEET ARE• • cc • €�?°�' CA'lLI,E OPENING HEIGHT: BASLD UN ASiM Et'�00�-0Q. SCC.•"'USTS• •� r•. `'•"64 \f 4i �p A3 t �` droHing no ALTERNATE SIZE UNITS • �' • • • • •/ • �i $ LDR1C \,� N,AX. FRAME AREA OF DOORS NOT 70 EXCEED PANE HEIGHT - 6.50" AND FLORIDA BUI_DN.: COF ASiOfJ • • -'} •G,..-'' _ , �' •• 9 �" �18-21 D DECLARATORY STATEMENT DCA05-DEC-219 `'�•-rP- \i7ja� i %/ THE TESTED FRAME. AREA OF 64 SO. IT. PANE;. HEIGH. = DOOR FRAME HEIGHT -- 1,5625 r rr,ItIy 5,-t �shect 2 of 8 ; ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'PICAL ANCHORS SEE LLEVS. DSr tf•' 4dAG�,LRS[ 'BY OR 28Y WOOD BUCK (SEE NOTE SHEET 1) .CONORETEI a. s 3 KSI MIN. w METAL _____ ___ __ ( O STRUCTURES rr_ __-_-_ __ ___ _--____ ____ �1/8' THK. j MIAMI-OADE COUNTY APPR'D MULLION m mi 3-1/6" (SEF. SHEET 4) II SEE SEPARATE NOA I q EDGE DIST (SEC SHELT 47 i /82 _ .... ..._.. i� �'TAGCERED ^ —... L_ _____ J I 'N m O; �U} 0"oa$ ':YPiCAL ANCHORS I K _ TYPICAL ANCHORS y N II SEE 7LEVS. SEE C FOR SPACING a._ FOR SPACING O I'6L zap �I 2MQ uu'� 4 W ql� WF' ,PIIOLES: ; N W1 = 1-1/2" LONG NOTCH AT EACH END. W2 = 3/16" X 7/8" LONG WEEP NOTCH AT 5" FROM ENOS z 0 AND 21-1/2" O.C. "� � v ,o NI W3 = 3/16" X 7/8" LONG WEEP NOTCH AT 3" FROM ENDS .AND 22-1/2" O.C. ze. 0 w I o , Z m P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATIONS 10 o 1-1/16" LONG X 7/16" WIDE X 7/16" HIGHo N U Nw Di i P2 = SELF ADHESIVE PILE PAC —) 1'. X 3/8" x 1/4" Hlr.,ti P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN 2-1/2" X 1" X 3/8' HIGH P4 OPEN CELL FOAM AT INTERLOCK LOAD BEARING SHIMS '�l 2" LONG X 1-7/16" WIDE X 7/16" HIGHOR POURED & HARDENED %HIGH STRENGTH GROUT NOt•. SNRIkK, u0 N-METALL10 y f't - 5000 PSI MIN. Lr . . ...... ...... U • 't •• • • • • • I�_ •� `ice • • • • ••• • SILL WITHOUT RISER LIMIT MAX. LIMIT MAX. Nol APPROVED FOR tXT.(i) LOADS E%T.(+) LOADS WATER 'NHL'RAI ION RESISTANCE '0 4? 0 PSF : P .0•FSF� • • : • • : •, • : • .,•'°" • } • a e a a• i'i If-&Z,- sr SILL HEIGHTS VS WATER RESISTANCE E?a' (i) iVAD • •• • r. �•�a..•cT �� RS • • • • • • • • • •,� ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • k 4SGEVSfi 7 a c I I141705 c Oct 16,20191,A _1l ST,R'zOF `i drowng no. 18-21 D !BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS !. !MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAI;_ANCHORS'. SEE. ELEV, FOP. SPACING r AT HEAD TYPE 'A'- 1/4" DIA ULTRACON BY- ELCO` (f-li7 KSI. F-y 155 XSI) THRU IBY OR 2BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE '9'- 1/4" DIA. ULTRACON BY 'ELCO, (F-177 KSI. Fy-155 KSI) I, DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DACE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES j (31 THREADS MIN, PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-15 MIN.) I STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM 10 BE PLATED OR PAINIED) ......... .___ — _ ... AT SILL ....... TYPE 'B'- 5/16" DIA ULTRACON BY 'ELCO(F-177 KSI, Fy=155 KSI) DIRECIt.Y INTO CONCRETE 2" MIN. EMBED _ ......... ._.... ........ ........ — —AT JA1iHS_..-......_ _...- — ; --.... ._.1 I TYPE 'A'- 1/4" DIA. ULTRACON BY ELCO' ('r -t77 KSI, Fy=155 KSI INTO 2BY WOOD BUCKS OR WOOD STRUCTURES !-1/2" MIN. PENETRATION INTO WOOD 'S THRU !BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS TYPE 'B'- 1/4" DIA ULTRACON QY 'ELCO' (F-177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR BLOCKS 1--1/4" MIN. EMBED INTO CONC. OR BLOCKS TYPE 'C'- 1,/4" DIA. SELF DRILLING SCREWS (GRADE 5 ORS) INTO MIAMI.-BADE COUYIY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN, PENETRATION) BEYOND SUBSTRATE ALUMINUM: 1/8" 7HK MIN. (6063 -T5 MIN) STEEL: 1/8" I HK MIN (Fy = 36 KSI MIN ) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) rOQ6L EDGE DISTANCE INTO CONCRETE AND BLOCKS 2-1 /2" MIN. INTO WOOD STRUCTURE - 1" MIN INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN, CONCRETE AT HEAD, SILL OR JAMBS V. = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'rn - 2000 PSI MIN. TYPICAL ANCHORS z c m 0 z QW N iL iL N 0 fq o M W N Nh >m CYao�g C) z 0N W y W N p u� WMEw I U o IJ 0 o in N ��VIw =�}cr o:.Ln L Co •• ••• • • • • • •• Ic:v' • •• • • • • ••• • tilt it tit '/�J dl cl { i I t / I• I t1 4 au rr J,J> � • ••• ••• ••• �•• ••.• I .• .• .• 8 :t •1 i(�!©z1f t- �' Oct 162019ie - I .5 • • s • • • • �:,Re ..,;�; Z�}(A )1.e.Yt 14 STA'E OF ,� ` drow:ng n .�'a� �; 18-21D • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PANE V7IDTH $.¢ TYPICAL ANCHORS SEE." EE ELFV. FOR SPACING I, 'YP CAL ANCHORS I, TYPICAL ANCHORS SEE EL EV.-; (' 1� E SEE ELEV. FOR SPACING \._•• P2-� •,..._...._D.t__OPG_ , � �._i � .. .................� �, �._i FOR SPACING w �I .... .---. 1 6 a ....... \ .. _. .:. ®wry w O i .. 1 I AL -- --- ..LLN1 �a�re p z22 14 \ Zp f.. w ry; 5 —- ( o v $ Y \.1._..._. 2RY WO BUCK ?-`- - INTERLOCK .. ...... ....._... .. .. ...... _--- w OR ..:; �_ _....... ... .. WOOD STR CTURF SEE NOTE bHEE? 1 c�.� r / 1,XTFRI0R g �. I PANEL WITH—.. ..{ I z W ......._... _. I o af /.•' Mom` I D004 FRAME. WIDTH :� ':/4' MAX. r .... .. k.— _._..__.—.. ___ _.-__..__ ........... ...... ..... .. .......... ........_....... . ..... .._........ .............. ..__.._,.,a .._......._ G W SHIM SHIM I� Q M 1 i � !Z 3tl x Z n N J 'TYPICAL ANCHORS W co 6 r SEE ELEV .r-..— __ ... FOR $PACING i---..�� l AND QUAN111Y i I r, w i I II i 1 1 L �... ......___ .._._-..... .. .. ...................... ...._._...._.. ..._. ...._.... .. I,a_ MEAL ST ttC l'RF , -n •• ••• • • • • • •• of I \ i PANEL WIDTH ..........._•• ,;• • ��• •lc•;.zt 1 c"<t 16 2019 J 1 /A" MAX........ DOOR, W?uTH • • • • • • • • • Y �a r,.. �! s O+L04, IA#} .�K;.•` � ;iA7P O�. ��' drewfng no ...-----.... .... .. ............. .. ................ _.._�... SHIM . -rs, ... _.. - ',� h��F��P �� •.'' 18-21 p • • • • • • • • • • • • • • • • • • • • • • 22 23 24 -...-25 26 27 28 PART E701 E702 .._-....- C703 ..._ E704 ....__ E705 ........_ E730 E707 E710 .......... E711 _E713 F 14 E715 _ E7 17 '10 X 3/4 HWH SMS #10 X r FH SMS #8 X 1/1 PH SMS 10 X 1-1/1- PH cu' WFATIIERSTRIP E235 E203 PR03 6005 L718 8 % 1/ PH SM QI iNNTITY DESCRIPTION 1 FRAME HEAD (2 TRACK) .i i FRA.JE. SILL (2 TRA_CK) FRAME JAMB {2 TRACK) ......_1 2/ PANEL PANEL. TOP AND BOTTOM RAIL AS ROD,_PANEL ........ ........ ..... ...__��^_._ LOCK S'PLE .1. AS REDD ...._. _.... _............. _ PANEL II D. OUTER INTERLOCK —_. .... AS REDD. ............_.._. ........ _.......... _...... PANEL INNER INTERLOCK ...... .. AS REDD ..... _._. ..... . GLAZING BEAD 7/16" LAMINATED GLASS . .. AS REOD, .__ _........ -. ........... ...... GLAZING BEAD 1" INSULATED GLASS AS ftEOG 2' Sll L RISFR AS REDD -3/4" SIB_ RISER AS REDO FIXED PANEL CLIP (CONTINUOUS) AS REGO INTERLOCK STIFFENER (F )L 1. PANEL LENGTH) Ah REDD FRAME AS Y. SCREWS REO . _..._..,. ....... ..........., ..... .PANEL ASSY SCREWS .AS 2/CLIP : FIXED PANEL CLIP SCREW 1 / ROLLER __ ... _................ _.. .. ROLLER INST. SCREW AS REDD. - _-- FRAME AND PANEL W'GATHERSTRIP _....._ _ .................................................__ AS REOD. ;INTERLOCK BUMPER BULB AS REOD GLAZING BEAD BULB / MO' PANE TANDEM NYLON WHEELS ,N ST. STEEL HOUSING L�FANE EXEC PANEL SKATE 2/CLIP FIXED PANEL SKATE INST, SCREWS AS REOD 113 PLY DUAL POINT LOCK ASSEMBLY AS RFOG BUMPON (SI )CONE SPACER) AS _RED. SETTING BLOCKS A- 1/4 POINTS s F� a i_.a NT: ALL o0 NIS AND FRAME CONNECTIONS SEALED WITH WHITE;/ALUMINUM COLORED SILICONE. MATERIAL MANP./SUPPLIER/REMARKS 6005-T5 1- 6005-T5 - 6063-T6 .............. .... ...--- 6063-T6 - 6063 fi 6063-T6 - ......_......... .................. _.__._.—__ _ 6i063 =T6 - 6U63-T6 - 6063-T6 6063-T6 6063-T6_ - .. _...... ._.. bG63-i6 6C63-T6 ST. 5`EEL ST, STEEL , ST,...-STEEL t AT 3" FROM ENDS h .6 0 C -fJOT SHOWN IN SEAL 190 HIGH BY ULTRAFAB SANTOPRENE ULTRAFAB SA.NTOPRE.N i. j ULTRAFAB, OUROMETER 65! 5 - INTERLOCK (1/1" MTG. SPACER RE DELRIN T STEEL BY INTERLOCK SILICONE BY FRANK LOWE ........ LPLM DUROMETER 8035 SHORE A •• ••• • • • • • •• •• ••• •• • • • •• • ••• ••• ••• •m•• •e•4j�` .... .... .. .. ... . . . . ... . . • • • • • • • • • • • •• •• • • • •• •• AP f -0 f S. Iffff 0ct16 2019� m T. G tgs / drowinq no.�� 18-21 D s.es9......... _ 7,1 1078 a24 I .64 z 05 .07az29 _64a 9 ?7 62 b 9.02 1 062 a c� ..........�'.. I II Y —1.998 1.252-...y ... 1.252 ..-' ?) PANEL LOCK STILE I I 062 �l FAsir J 3.250 2.313 \a , PANEL TOP & BOTTOM RAIL '% FRAME JAMB w...__... 1.998 __2,067 I , : 1.022 LJ L 078 j .-............................. ............,. 5,274 -.._.__— ._..„j !.,2i FRAME SILI, `- 1 I I r - 149 06,2 357 '� "�—o FIX. PANEL CLIP 7 _„ PANEL ;NNER INTERLOCK PANEL OUTER. INTERLOCK t....._..__ 2.248 --,... -.125 1.494 .125 - INTERLOCK STIFFENER GLAZING BEAD GLAZING BEAD `��•' I- INSUL. LAM. GLAS/16" LAM. GLASS e10. r 210 r- L............t, .068 -- .068 - ' z.ra7 6 1.937 i.047 I 1.647 i ..............................7. t..............._......._�. 2" SILL RISER \_.- 2--3/4" SILL RISER, • •• • • • • ••• • •• ••• •• • • • •• 1-. ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 016,2019 _ vF N zlmre,O P,K drawing no. I 18-21D a I � G � g Iz 10 4y � O a lo '%' o ' -a ro FRAME TOP .CORNER PAN TOF°/BOTiOM CORNER W t- f- �z � 0o d I I I !y I T�dW, ! \jam\ S %�� j' • ••• ••• ••• zw•• ••-•'' 1 r I ._ r �) i �( .. • • • • • • Octi62019 • • • • ,co 9�t C 4� draws no FRAME BOTTOM CORNER • w • t • C • j. \>f a�"� �.g�+- �� 1 821 `l/ 'FJri.n_}�, sheet 8 of 81 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R _ o wna- ;,-ch.ec Village �amishore 2 Building Department A. 33, vL T(305) QC'L -- Z� 2J 0 A i^-9t"Ze„ v� a C� Sia .7 1 1 ) —sbi� �Nvv�• Ci-�'a� `\flifG�v �4ilu;:^:C ✓E�=r�'�'�Vu�' i/� v. Ck r F1O RlOA PERMIT ADDRESS: 304 NE 93RD ST Miami Shores, FL 33138 APPLICATION DATE: 12/22/2020 SQUARE FEET: EXPIRATION DATE: 06/20/2021 VALUATION: CONTACTS NAME Contractor MARIA FLOR Owner BRADLEY JOHNSON PARCEL: 113206 0136350 2,300.00 DESCRIPTION: INTERIOR REMODEL OF KITCHEN, BATHROOMS AN $52,700.00 OTHER AREAS. IMPACT WINDOWS REPLACEMENT. COMPANY ADDRESS AVIKTOR CORP PO BOX 972297 MIAMI, FL 33197 304 NE 93 ST MIAMI SHORES, FL 33108 REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: bo@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Electrical and plumbing approval required. 2. Provide job cost estimate for the entire project. Please make sure to include cost of materials, labor, overhead and profit and the cost of all fixtures, wall and floor coverings to be provided by the owner. 3. Outside agency approval required. 105.3.1. Department of Health. site improvements, including new wood deck. Electrical v.1 Requires Re -submit Michael Devaney email: el@msvfl.gov Correction: General - Michael Devaney (12/22/20) - Resolved Corrective Action: PUT THE SMOKE / CARBON MONOXIDE DETECTORS ON A KITCHEN OR BATHROOM LIGHTING CIRCUIT. SHOW AFCI AND GFCI PROTECTION ON THE PANEL SCHEDULE. USE COMBINATION AFCI / GFCI BREAKERS FOR THE GAS RENGE, DISPOSAL, DISH WASHER AND CLOTHS WASCHER. NEC 210.8 GFI TC READILY ACCESSIBLE. ADD OUTSIDE 120 VOLT RECEPTACLES FOR ACCU MAINTANCE. ADD SWITCH, LIGHT AND RECEPTACLE IN CEILING CAVITY FOR AHU MAINTANCE. CHECK KITCHEN COUNTER RECEPTACLE SPACING. MAY HAVE TO ADD A POP UP. SEE E-1 AND 2 ON FIELD SET. __ .. _._ .. __...... _........ __ .._......_. ....._.... _....,_. ._._ _ ......_...__.- ..._._.. _....... ............_ .......... .......... _......... Flood v.1 Approved Travis Kendall email: kendallt@msvfl.gov Mechanical v.1 Approved Jan Pierre Perez email: me@msvfl.gov Planning v.1 Approved Travis Kendall email: kendallt@msvfl.gov Review conducted by the planning and zoning department Plumbing v.1 _ Requires Re -submit Maykel Massanet email: pl@msvfl.gov Correction: General - Maykel Massanet (12/28/20) - Not Resolved Corrective Action: FBCR P2705.1 Show fixture clearance for water closets, shower, lavatories, etc..... - FBCR P2708.1 Provide shower compartment size _.._ _ ...._......__...._ .._ .. ... Structural v.1 Approved Orlando Blanco email: bz3@msvfl.gov January 29, 2021 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1