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WS-18-525Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-3-1 8-525 E Permit Type: Windows/Shutters 't0r18s1tb0n' Window/Door Replaceml Permit Status: APPROVED Issue Date: 513012018 Expiration: 11/26/2018 Parcel Number Applicant 230 NE 102 Street Miami Shores, FL 33138- Owner Information 1132060134750 Block: Lot: MICHELLE JAYME Address Phone Cell MICHELLE JAYME • 308 PINEWOOD Road GREENVILLE FL 27858- (305)756-9100 Contractor(s) HOME OWNER Phone Cell Phone Valuation: Total Sq Feet: $ 8,000.00 0 Type of Work: REPLACING 15 WINDOWS AND 2 DOOR No of Openings: 17 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $4.80 $4.05 $2.70 $1.60 $5.00 $270.00 $9.00 $6.40 $303.55 Pay Date Pay Type Invoice # WS-3-18-66618 03/01/2018 Credit Card 05/30/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 253.55 $ 253.55 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 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 AFF IT: I certify that a e for going information is accurate and that all work will be done in compliance with all applicable laws regulating constructio nd z ing. Futher e - uty„ire the above -named contractor to do the work stated. May 30, 2018 Aythifrized Signature: 'owner / Applicant / Contractor / Agent Building Dep; ment Copy Date May 30, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000417-2018 Permit Number: WS-3-18-525 Scheduled Inspection Date: October 04, 2018 Inspector. Riveron, Alexis Owner. MICHELLE JAYME Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Window/Door Replacement Address: 230 NE 102 ST Project: Miami Shores , FL 33138 <NONE> Phone Number. 3057569100 Parcel Number. 1132060134760 Contractor: HOME OWNER Phone Number: HOME OWNER Building Department Comments REPLACING 15 WINDOWS AND 2 DOOR Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 03, 2018 For Inspections please call: 305-762-4949 Page 15 of 18 10 6 titi. BUILDING ,4z3 PERMIT APPLICATION ❑BUILDING ❑PLUMBING JOB ADDRESS: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972- PECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED MAR 01 1,218 BY: .FB 2017 � Master Permit No. "J 9 - 52 Sub Permit No. ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION CONTRACTOR a�C) IJE 1 Dand Sti.ec-t" City: Miami Shores Folio/Parcel#: Occupancy Type: County: Miami Dade ❑RENEWAL ❑ SHOP DRAWINGS Zip: 531 3U Is the Building Historically Designated: Yes NO Load: OWNER: Name (Fee Simple Titleholder): Address: S Y1 Construction Type: Flood Zone: BFE: nni ctiet te JeQ/V)1L. Phone#: FFE: 3os6R-Spc(09 City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 'Oi,L4' d44—. 0 Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ v 1 tf..):.0 - 0,„:; Square/Linear Footage of Work: Type of Work: Ell Addition ❑ Alteration . ❑ New �" II]Repair/Replace El Demolition Description of Work: Rep la urn Wl iduu)s a/AA., �-►arm-�-(tour 15 z Specify color of color thru tile: Submittal Fee $5-6' 901 f7 Permit Fee $ 2?O • CCF $ 4 9-0 Scanning Fee $ • C Radon Fee $ 2.1 DBPR $ 1 .0 S Technology Fee $ (P .'f ( Training/Education Fee $ (. Y 0 Structural Reviews $ (Revised02/24/2014) CO/CC $ Notary $ ("1►'� Double Fee $ c*J-- Bond $ TOTAL FEE NOW DUE $ ?S 3 - 5 Bonding Company's'Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 1. 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 V ✓l'1' / 1 - Signature ER or AC ENT CONTRACTOR v The foregoing instrume was acknowledged before me this The foregoing instrument was acknowledged before me this day of m , 20 i , by - day of 20 , by IWITlic7ho is if rsona i to , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: lilloo ��� Oy" Y Cp,;� •�lr,��r • Ma �cP' =03:5• T �• o z: m= Sign: Print: Seal: �' :'s APPROVED BY. Sign .i Print: Seal: C i 't . Plans Examiner Zoning .,.: Structural Review Clerk (Revised02/24/2014) `r) NAME: 'ADDRESS: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT YYl(cJtit.iejYr2L DATE: •3/ 1 IZ o93b 1 ONct sir fi/lico StIO Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood tlie following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I mfay also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk fo`r any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of.my insurance coverage for injuries to workers on my property. Initial ✓ I 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial )4--p 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's worker's compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of Alt , 20 L By I'V1 Ctrt,c,m1 who was per Produced there License or r who has as i �5;��fi ,o .99� • Q w cn 4:0 N � S, '« • e 34.5 x 52 -r lc.0z43, ) 31,Sx39.5 iscsi.Bt S 13AT1-1 Rbo M ? 4 r...x 39,5 tQ oorv' h1m RcoM I r-GPI;-Q 3 31.5x52 .. smo..dg ':. L+ k 00 Al _T- `v5I?I. 2_S fvl'ami S''nores Village � CVED 1 ItiG BEPTI r)G DEPT BY DATE ECT TO COMPLIANCE Vv! H ALL FEDERAL A fry "STY R'Ui FY AND REGULATIONS — 3 5 X 52 ?y x 51.5 g'-407, - cS 3 TO ill j fBAcw 230 NE 102M, S+rtt-1- Miami Shores, FL 33138 NOA IJo. 15 - o-1149. 02 a'AVre". poutois- "›.yer-7-7(rAl RisWt"';')) (0)12 34.5A 39.5 L 1 v t ROOM • • • •Ct'ron-p ). . $ .TZKi2.� ... • f 1 •• ..••. 55.5 xvi ...f( 0?i• �� �...55 5 X44 It-0111- .. ... •.. • 1 J?- J . er.01 3 •.. ... • •. . •. ••• •. .• . . • • . ... •• . •.. ..•• . .•• • ••.. • C • • • • . .. „_•_. •.. • • • .�-� _.. ••. BaacaoM 55.5x coy} I -0213- 6 3 RAMMS ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017( Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. Kd = .85 FOR 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures \\ Exposure C For the 175 : mph Wind Zone CATEGORY$2 BLDG,/ Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet, 10 20 30 40 50 `. ) 60 1.00 0.95 0.92 0.89 70:88 -, _,...--0.86 15 40.4 38.5 37.5 36.7 "36.1 `\ \ 35.7 42.7 40.8 39.7 38.9 ` , 38.3 /' J 37.8 25 44.6 42.6 41.5 40.6 :,- '' 40 0.-/ 39.4 30 46.5 44.4 43.2 42.3( ',41.7 41.1 40 49.4 47.2 45.9 44.9 \, 44.2 43.6 50 51.8 49.4 48.1 ,`,477.1 - ' 46.4 45.7•••, 60 53.7 51.2 49.8 .,.,48.8_...."" 48.1 : _. 47.4.••i • •• . • .• . • *Interior Zone (4 - Walls) Negative Pressures/7 ) . Exposure C For the 175 mph Wind-Z e CATEGQfW.2, BLDS3•- Height (Ma m) Effective Wind Area;(or.,,Tribbtary Area) in Square Peet -"'; C 10 20 '' 30 / / > 40 50 ..' ..' 60:'''' - -1.05 -, '-1.02/, -0.99 -0.98 : • • : •:� -0.96 • 15 j L-43.8j -42.0`7 `1. -409°- -40.2 -39.6: _.-39.?.••: 20 -46.4 .-44C4Nf ,-----43°3 -42.5 -41.96..' :.-41.4.._, -43.2• • ' 25 -48.4 -46.4 ``,- , ` -45.2 -44.4 -43.8 30 -50.5 / _148.4 '`' -47.2 -46.3 -45.6 -45.1 40 -53.6 , ` -51'.4 , -50.1 -49.1 -48.4 -47.8 50 -56.2 --53.8 - -52.5 -51.5 -50.7 -50.1 60 -58.2 ---. ` `=`55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls). Negative Pressures Exposure C For the✓ 175 mph Wind Zone . CATEGORY 2 BLDG ,/, Height 1( (Ma ' m) \ ------,, \ Effective Wind Area (or, Tributary Area) in Square Feet (10r ) 20 30 40 50 60 =1.29 -1.23 -1.19 -1.15 -1.13 15 ,, e...7 --54. -50.4 -48.3 -46.8 -45.6 -44.7 20 `N, \- -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 ,r, 25 N ` -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 / ; 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 :' `\„:‘-40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 - `50P -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 \ 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 LL'�,N:,„Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, Y... \Nbut not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet) > THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PARTr WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE a 4 TAM .FS ARE INVALID UNLF-S SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. • • •• • • • . • R:\Clients \Plastpro, Inc PERMANENT \A - Florida Product Approvals \FL-17184 Fiberglass Door- Inswing-Outswing (BHI(\C - Drawings \FL-17184 6TH ED (2017)\FL-17184.1-4.dwg plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 GLAZED FIBERGLASS SINGLE DOOR w/ or w/out SIDELITES INSWING/ OUTSWING "NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction. anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEEN DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details and glaring detail 3 Siderite panel details and glazing detail 4 Devotions 5 Horizontal cross sections 6 Vertical cross sections 7 Vertical cross sections 8 Buck anchoring 9 Frame anchoring 10 Hardware details 11 Bll of materials and components • • •.• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • • • • • • • • • •• ••• • . • • • • • ... . • . • • . ... • ••• • ••• • • • • • • • .• • • • •• • . • ••... ...•. • • • • ••. • • • • • 000 . 000• • • • •••• • • • •. • •. • • • •• • • • . . • • • • ••• •• • 37.25" MAX. 115.0" MAX. OVERALL FRAME WIDTH 37.5 MAX. FRAME WIDTH --LSO" OVERALL FRAME WIDTH (INSWING) 96.5' OVERALL FRAME HEIGHT (OUTSWING) 0 i/ e 0 ;/ X t/ 0 i/ OXO 1 i x OX XO CONFIGURATION MAX. FRAME DIMENSION MAX. SIDELITE D.L.O. DIMENSION DESIGN PRESSURE (PSF) OUTSWING POSITIVE NEGATIVE X 37.5" X 98.0" 21.13" X 79.13" +47.0 -47.0 OX/XO 76.25" X 98.0" 21.13" X 79.13" +47.0 -47.0 OXO 115.0"X98.0" 21.13"X79.13" +47.0 -47.0 0 2p0 otn 0 0 a PART OR ASSEMBLY: n - 71 N 66 as n'^ N �$o N ^ Z wh:02/21/ 2 SCALE: N.T.S D,e n JK CHIC BY: LFS DRAWING NO.: FL-17184.3 SHEET 1 OF 11 R:\Clients\Plastpro, Inc PERMANENT\A - Florida Product Approvals\FL-17184 fiberglass Door - Inswing utswing (BHIj\C - Drawings\FL-17184 6TH ED (2017)\FL-1 • • • . • . • • . • . • • • . • • . 000 • • . . .• •. . . • .. .. • • • • • •• • . . • • • •.. •• • . • 1.27' STILE (COMP.) STILE REINFORCEMENT (WOOD) 0.81" 1.19" — EXTERIOR INTERIOR LOCK BLOCK (20' LONG WOOD) 2 11 HORIZONTAL CROSS SECTION MANUFACTURE#: MODEL KWIKSET LOCK: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (730) YALE LOCK YH COLLECTION DEADBOLT: YH COLLECTION (SO SERE) SOILAGE KNOB: "P SERIES (FlO) DEADBOLT: 'D' SERIES (11110/42) 35.75" MAX. DOOR -- PANEL WIDTH SEE HARDWARE CHART ODOOR PANEL 24.13" MAX. f FRAME WIDTH 21.13"MAX. D.L.O. WIDTH • ••• . •.• • . . .. • . • . • •. • 0.81" • 1 • LT .. • • • • •• • #8 X 1-1/2' PPH SMS #8 X 1-1 /2' PPH SMS 3.25'1_71- PP) ODL UTE FRAME INTERIOR EXTERIOR #8 X I-1 /7 PPH SMS 114 • • • �. • .r _ • • : Q • • • • r 1.75" • • • • • • • • • r • • • • • •. •• • • ••• • gift•• . • • •TOP L OMA.) (COMP.)RAI STILE REINFORCEMENT (WOOD) G1 GLATING DETAIL A ODL UTE FRAME HP Polypropylene FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) GLASS BITE 3/8" 1 /2" OVERALL GLASS THK. 1 /8" TEMPERED GLASS AIR SPACE 1/8"TEMPERED GLASS ALUMINUM SPACER INTERIOR EDI-SEAL GLAZING COMPOUND FIBERGLASS SKIN (0.075" THICK) BOTTOM RAIL (COMP.) EXTERIOR °VERTICAL CROSS SECTION Ci p o 00_ am 0 a a N N W W � n > j n 0) \ W O N ^ D&1 02/21/ 2 SCALE: N.T.S DWG. BY: JK 010. BY: LFS DRAWING NO.: FL-17184.3 SHEET 2 or 11 cn O En 0 201 2 R.W. aun.oura CONSULTANTS -17184.1-4.dwg, 3.3 ing-Outswing (SHIM - Drawings \FL-17184 6TH ED (20 R:\Clients\Plastpro, Inc PERMANENT\A - Florida Product Approvals \FL-17184 Fiberglas • • ••• •• •• • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• 1.27 STILE (COMP.) STILE REINFORCEMENT (WOOD) 95.25" MAX. DOOR PANEL HEIGHT 1 35.75" MAX. DOOR --- PANEL WIDTH 0.81" 1.19" EXTERIOR INTERIOR LOCK BLOCK (20' LONG WOOD) 11 HORIZONTAL CROSS SECTION 2 24.13" MAX. FRAME WIDTH 21.13" MAX. 1 D.L.O. WIDTH • • / La PP )I- ODL LITE FRAME #8 X 1-1/2" PPH SMS .•• • • • • • • 0.81" • • i G1 GLAZING DETAIL #8 X 1-1 /7 PPH SMS 1 ODL IAE FRAME HP Polypropylene • ••• • •• • /• • • •• • • 1.27: • • • • • ••• • •w• • i, •• • • '—• • • • • •• • w • • • (COMP.) • • STILE REINFORCEMENT (WOOD) • • • • • • • • • ••• •• • • • • • • • ••• •IPRAIL (COMP.) I /7 OVERALL GLASS THK. 1/8"TEMPERED GLASS AIR SPACE 0 FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) ALUMINUM SPACER REDI-SEAL GLAZING COMPOUND INTERIOR FIBERGLASS SKIN (0.075" THICK) BOTTOM RAIL (COMP.) A.. • vn Sj *l' z Z or : EXTERIOR 22 VERTICAL CROSS SECTION 2 •• z PART OR ASSEMBLY: ro V na N N z 0 ce W 0 � o N — a ic: 02/21/ 2 SCALE N.T.S DNG. er: JK crnc. rn: LFS DRAWING NO.: FL-17184.3 sum 3 OF 11 ing-Outswing (BHI)\C - Drawings \FL-17184 6TH ED (2017)\FL-17184.1-4.dwg, 3-4 R:\Clients \Plastpro, Inc PERMANENT\A - Florida Product Approvals\FL-17184 Fib 00 a FY X Q 0000 ELEVATION (X) CD • ••• • • • ••• • •• • • •• • •• •• • • • •• •• •• •• • • • •• • •• •••• •• • •• • •• •• • •• •• •• • ••• • •• •• • • ••• "• "": "" " • • •• • •• • • • • • • • •• • • • • • • • • • • • • • • • • • i • • • • • ••• • ••• • 0 Q 8 a X /a Q 000 •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• CD 0000 ELEVATION (XO - OX) /1/ al / ! , ! Z e V O /a °1 ©0.h© vvv ©ak©ak vvvv ELEVATION (OXO) 0 zO KU) CLOD L) D 0 a PART OR ASSEMBLY: Z 0 L ce ,W o o ah 02_/27/ 2 Score N.T.S DWG. BY: JK c*K. Eft: LFS DRAWING No.: FL-17184.3 SHEET 4 or 11 1O$ HORIZONTAL CROSS SECTION Outswing shown -'rowing also approved NOTE: 1. Spacing for Item K: 6" from ends and 8 more equally spaced along side to (10 total). SEE INTERIOR EXTERIOR EXTERIOR INTERIOR 1-1 /4" MIN. EMB. (TYP.) 00 NOTE 1© 0 I... AA . ... . .. .. . • . . • • • • •. •• •• • . •. • ... • • •. •. . • . • • • • • • •. • • • • • . • . ..• • ••• • • . . •. •. .• • • 0 •• Co '. : :EXTERIOR• • '•: •� •.tfl . i Illb — \ ill, :,.., re ,_ ,,,,,,,0SEENOTEI © 0 'liga,,111 INTERIOR O En 00 0 O 0 00 00 44 HORIZONTAL CROSS SECTION 5 Outswing w/sshown - Inswing also approved Shown 00 0 2 HORIZONTAL CROSS SECTION 5 Outs`^nQwd 2X int t 1 shown - inswi also a ved Shown h reinforcement 0 0 EXTERIOR INTERIOR 0.15" _d C'SINK MP.) 55 HORIZONTAL CROSS SECTION $ Outswtng shown - inswing also approved 33 HORIZONTAL CROSS SECTION $ Outswinq shown - rowing also approved Shown with 2X reinforcement SEE NOTE 1 1-1 /4" MIN. EMB. (TYP.) 0 0 0 a to cAn In ON CC V1 S m N �W N CC PART OR n'^ \ W \ r 0 b C Z FMT:02/21/ 2 SCAM N.T.S DWG. ER: JK 04X. BY: LFS DRAWING No.: FL-17/84.3 SHEET 5 or 11 a u 0 N • • ••• • • • ••• • • •• • • • • •• • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • 000 • • • • 000 • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • •• • • •• •• • •• •• • • • • ••• • ••• • •• • • • •• ••• •• •• • • • • •• • • • • • ••• •• OVEIMCAL CROSS SECTION Outswing shown - inswing also approved °VERTICAL CROSS SECTION Shown w/ ADA threshold INTERIOR re sAT EXTERIOR d 0633 VERTICAL CROSS SECTION Inswing configuration 0 °VERTICAL CROSS SECTION Shown w/ OS. ADA bump threshold za • • EXTERIOR c INTERIOR 22 VERTICAL CROSS SECTION 6 Shown outswinw/shhown nssub-buckngalso approved INTERIOR EXTERIOR CVERTICAL CROSS SECTION Outswing configuration 1) 0 0 m 8 0 VERTICAL CROSS SECTIONS }N 0 a 0 h 0 a ON W 0 O Z DAB 02/21/ 2 `EALE: N.T.S. DWG. BY: JK CHIC Er: LFS DRAWING NO.: FL-17184.3 sHa:r 6 of 11 0 201 2 R.W. BUILDING CONSULTANTS INC. g (BHp\C - Drawings\FL-17184 6TH ED (2017)\FL-17184.1-4.dwg, 3-7 1O7 VERflCAL CROSS SECTION Outswing shown - Inswing afro approved INTERIOR EXTERIOR 33 VERTICAL CROSS SECTION 7 Inswing configuration • • • •• •• • • • • • • • • • • • • • • ••• •• • •• •• • • •• •• • • • • ••• •• • •• • • •• •• •• • • •• •• • • ••• • ••• • • • • NOTE • • • • • • • • • • • 1. Spacing for item K: 6" trot each End • and at centelfine (3 total). INTERIOR SEE NOTE 1 V 1' © 0 t: ••• • • • •• • • •• • • • • • • • • • • • • • • ••• • •• • • • •^ ••• •• • • • • • • • • • N.s • • • ° n °• O • • • • • • • • 4 EXTERIOR CIVERTICAL CROSS SECTION Outswing configuration •• •• A INTERIOR 22 VERTICAL CROSS SECTION 7 Oui�ng/shownn inswing -- also approved Sho INTERIOR EXTERIOR 07 55 VERTICAL CROSS SECTION Outswing configuration Up 0 con ag am 0 0 a PART OR ASSEMBLY: Z O t>>o HW ccF. Q 8 n � \ W 0\F O � O � � Z CATE:02/21/ 2 Ste: N.T.S .BY JK cNN. an LFS DRAWING No.: FL-17184.3 SHEET 7 Of 11 em n a 00 W W F 0 8 rn 4 LL 5. 8 0 a se CHK. ay: LFS 4 WOOD SCREW INSTALLATION NOTES: DRAWING NO.. rc 1. Maintain a minimum 5/8" edge distance, rend distance, & 1"o.c. spacing of FL-17184.3 ro wood screws to prevent the spitting of wood. SHEET 8 or 1 1 • •• - • • - • • • ••• • • • ••- • • •• • •• •• - • •• •• •• • • • •- • •••• •• • •- • •• • •• •• • ••• • •• •• • • ••- • ••• • ••• • - • •• • • •• •• •• • - • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • • • • • • • 4"•• • • • • • ••• •• I 1 �P.) TYP. HEAD — & JAMBS 2X REINFORCEMENT' SHOWN FOR REF. ONLY MASONRY OPENING 2X BUCK ` 4 4" 8" (TYP.) 2X REINFORCEMENT -1 SHOWN FOR REF. ONLY 4" (TYP.) TYP. HEAD — & JAMBS 0 cif Zp (Ag (Au a m 0 0 o_ PART OR ASSEMBLY: BUCK ANCHORING 5c 0 FO a a h a N 0 z sae 02/21/ 2 SCALE N.T.S. DWG. Eft JK MASONRY OPENING 2X BUCK BUCK ANCHORING X CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2 Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR' . TYPf'�SIZE ANCHOR ...-•(--: MIN - EMBEbMfNT MIN. CLEARANCE TO MASONRY '. EDGE MIN. CLEARANCE : TO ADJACEN► '. °ANCHOR • TAPCON 1 4" / 1-1/4" 2" 4' ELCO • ULTRACON 14" / 1.1/4" 1" 4' BUCK ANCHORING OX/XO BUCK ANCHORING OXO • L. 4, O U i a Inswing-Outswing (BHI)\C - Drawings\FL-17184 6TH ED (201ThFL-17184.1 .dwg, 3-9 R1Oients\Piastpm. Inc PERMANEN7\A - Florida Product Approvals\FL-17184 Fiberglass Door MASONRY OPENING FRAME 2X BUCK FRAME ANCHORING X CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the carers maybe adjusted to mokitain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as 'MAX. ON CENTER' must be adjusted to maintain the mks. edge distance to mortar joints, odsidionol concrete anchors maybe required to ensure the MAX. ON CENTER'dknensbn are not exceeded. 3. Concrete anchor table: ANCHOR TYPE :`. ANCHOR ' SW;; _ MIN - -'TO .:EMBEDMENT, MIN. CLEARANCE MASONRY '...,EDGE MIN. CLEARANCE TO ADJACENT -::;'ANCHOR' ITV! o TAPCON 1 4" / 1.1/P 7' 4" ELCO . ULTRACON 1/f 1.1/4" 1" 4" ITV TAPCONo 3/16" 1.1/4' 3" 1.1/7' WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/redge dstance. 1"end distance. & I o.c. spacing of Wood screws to prevent the spitting of wood. MULUON 3" (TYP.) -- ...- 7" (TYP.) • •.• . • . ••. •• •• • • •• • •• .• • • a • • • • • • • . • . • ••• •• • • • . • • • . • • • • ••• • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • ••• • • • •• • • •• • • • • • • • • • • • • • • ••• • •• • • • •• •.• •• • • 6"(TIP)� 1 1 • • •,. FRAME ANCHORING XX MASONRY OPENING FRAME • • • • • • ,•. • • 2X BUCK-� iMULUON 3" (TYP.) -� T' (TYP.) -- rr._6" (TYP.) —.1 I I I( I( I I 1— — — 2X BUCK — i — — 1X BUCK 5E TYP. ® HEAD AND JAMBS — N V v O — — — O TYP. TYP. @ SILL — © — — — — — TYP 0 0 0 SILL 1 1 1 I I I FRAME ANCHORING OXO 00 ?o otn aS am C PART 0R ASSEMBLY: FRAME ANCHORING m n a 00 NpN W W 22 kk AA S- t'n :w \y�o ma N ^ Z DAM 02/21/ 2 SCALE N.T.S DWG. BY: JK CNK. Br. LFS DRAWING NO.: FL-17184.3 9@ET 9 or 11 F 0 8 rn 4 LL 5. 8 0 a se CHK. ay: LFS 4 WOOD SCREW INSTALLATION NOTES: DRAWING NO.. rc 1. Maintain a minimum 5/8" edge distance, rend distance, & 1"o.c. spacing of FL-17184.3 ro wood screws to prevent the spitting of wood. SHEET 8 or 1 1 • •• - • • - • • • ••• • • • ••- • • •• • •• •• - • •• •• •• • • • •- • •••• •• • •- • •• • •• •• • ••• • •• •• • • ••- • ••• • ••• • - • •• • • •• •• •• • - • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • • • • • • • 4"•• • • • • • ••• •• I 1 �P.) TYP. HEAD — & JAMBS 2X REINFORCEMENT' SHOWN FOR REF. ONLY MASONRY OPENING 2X BUCK ` 4 4" 8" (TYP.) 2X REINFORCEMENT -1 SHOWN FOR REF. ONLY 4" (TYP.) TYP. HEAD — & JAMBS 0 cif Zp (Ag (Au a m 0 0 o_ PART OR ASSEMBLY: BUCK ANCHORING 5c 0 FO a a h a N 0 z sae 02/21/ 2 SCALE N.T.S. DWG. Eft JK MASONRY OPENING 2X BUCK BUCK ANCHORING X CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2 Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR' . TYPf'�SIZE ANCHOR ...-•(--: MIN - EMBEbMfNT MIN. CLEARANCE TO MASONRY '. EDGE MIN. CLEARANCE : TO ADJACEN► '. °ANCHOR • TAPCON 1 4" / 1-1/4" 2" 4' ELCO • ULTRACON 14" / 1.1/4" 1" 4' BUCK ANCHORING OX/XO BUCK ANCHORING OXO • L. 4, O U i a R1Clients\Plastpro, Inc PERMANENT\A - Florida Product Approvals\FL-17184 Fiberglass Door - tnswing-Outswing (BHI)\C - Drawings \FL-171846TH ED (2017)\FL-17 STRIKE JAMB HINGE JAMB 4O N N (V • • ••• • • • ••• •• •• • • •• • •• •• • • • . • • • • •• ••• • • • •• • • ••• •• • • . • • • • • • • • •• ..• • •. • • • ••• • ••• • ••• • • • • • •• • •• • • • • • . • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • • • • • • •• •• • • • • • ••• •• LATCH 6 DEADBOLT DETAIL • 1XBUCK 1XBUCK 2X BUCK 2X BUCK HINGE DETAIL CC U� 2p OO CCM 05 0,0 �]W am U 0 O O a PART OR ASSEMBLY: HAREWARE DETAILS } ne 0 0 pN N W 00 as O.s w Z OM:02/21/ 2 swE N.T.S O.O. By: JK CHIC Br: LFS OBAmwc NO.: FL-17184.3 SEM 10 OF 11 u 0 m z G 5 m 0 N 0 N A R1Clients\Plastpro, Inc PERMANENT\A - Florida Product Approvals\FL-17184 Fiberglass Door - tnswing-Outswing (BHI)\C - Drawings \FL-171846TH ED (2017)\FL-17 STRIKE JAMB HINGE JAMB 4O N N (V • • ••• • • • ••• •• •• • • •• • •• •• • • • . • • • • •• ••• • • • •• • • ••• •• • • . • • • • • • • • •• ..• • •. • • • ••• • ••• • ••• • • • • • •• • •• • • • • • . • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • • • • • • •• •• • • • • • ••• •• LATCH 6 DEADBOLT DETAIL • 1XBUCK 1XBUCK 2X BUCK 2X BUCK HINGE DETAIL CC U� 2p OO CCM 05 0,0 �]W am U 0 O O a PART OR ASSEMBLY: HAREWARE DETAILS } ne 0 0 pN N W 00 as O.s w Z OM:02/21/ 2 swE N.T.S O.O. By: JK CHIC Br: LFS OBAmwc NO.: FL-17184.3 SEM 10 OF 11 u 0 m z G 5 m 0 N 0 N A • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• BILL OF MATERIALS ITEM R DESCRIPTION MATERIAL A 1X BUCK (SG >= 0.42) WOOD B 2X BUCK (SG >= 0.42) WOOD C 1/4" MAX. SHIM SPACE - D 1/4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" X 2-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL H 1/4" x 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K #9 X 2-1/2' PFH WOOD SCREW STEEL L #10 X 2-1/2' PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL M #8 X 7' PFH WOOD SCREW STEEL N 1/4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 7 FORCE 5 WEATHERSTRIP (ENDURA) FOAM 8 COMPRESSION WEATHERSTRIP QLON 650 (SCHLEGEL) FOAM 9 4" X 4" BUTT HINGE STEEL 10 #9 X 1" PFH WOOD SCREW STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 29 SIDELITE SPACER (ISSLBJ PVC 30 DOOR SWEEP PVC 31 OUTSWING THRESHOLD BY DLP (QOSH) ALUM. / WOOD 32 ADA THRESHOLD BY DIP (ISHC) ALUM. 33 INSWING THRESHOLD BY DLP (ISCS) ALUM. / WOOD 34 SIDELITE THRESHOLD BY DLP (ISH/ EIS) ALUM. / WOOD 35 TRIM WOOD 36 OUTSWING ADA BUMP THRESHOLD ALUM. 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 60 SIDELITE PANEL -SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 88 2X REINFORCEMENT (CLEAR PINE: SG >= 0.49) WOOD • ••• • ••• • • • •• ••• • • Dr . 4•4NI • •. • - • • .6 eel4r---_,._.-411.74 •I III •i•I7—i23ff"•• "s�•• :1"•—• • 7 )• • • • • • • • • • • /4111FAD qID • .. • • • 4.56" 0 oI 11 7I--- 2.44" --I-- 2.13" =1 HEAD & SIDE Poly f berlmnb 0 OUISWING THRESHOLD QOSH ADA SILL tSHC 36 OUISWING ADA BUMP THRESHOLD OSHC E � bo T-- 2.12" [-1 1 LcOW= �d 0 SIDELITESPACER !SUB 33 INSWING THRESHOLD iscs OSWEDE THRESHOLD ISH/ EtS DDI (14 r • Z-.BCD ?cr.: F z N- UN •• 2c1!(1 5aVaL maa. 15 Er_ OV J �E 1a o •-Z a1t 02/21/ 2 SCALE. N.T.S er JK cHK. tm LFS IMMO Ho_ FL-17184.3 %E Er 11 Of 11 z 0 LT) z • 3 • N 0 Florida Buildig Code Online Page 1 of 5 OPtO ORPARTMQ 0 Profe sonai RegulationsT FI nda 0;2444%7: IOFFIC OF T BCIS Home Log In i User Registration Hot Topics I Submit Surcharge 1 Stats & Facts Publications I FBC Staff I BCIS Site Map I Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL17184-R4 Revision 2017 Approved ❑ Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Exterior Doors Swinging Exterior Door Assemblies • • • • • • • • • • • • • • • •• • • • • • • •• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • •• • • • • • • • • •• • •• • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL17184 R4 COI (b) Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year AAMA/ W D MA/CSA 101/I. S.2/A440 2005 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201, 202, 203 1994 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvCo3 EapiI1B W4u90... 2/16/2018 Florida Building Code Online Page 2 of 5 • •• • • • • ••••.• • • • •• • • •• • • • • •••• • • • • • •• •• • • • ••• • • • • • •• • • • • • • • •• • • • • •• Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Ditt SubrDitted Dgte V'dl?dated Dat27ti?ding FBC Approval Datt'Apprtved ••••• • SAM" of Products E to pgge •• _• Florida Licensed Professional Engineer or Architect FL17184 R4 Equiv (a) Equivalency of Standards.pdf Method 1 Option D 10/10/2017 10/13/2017 10/19/2017 12/12/2017 'm 0 Page 1 / 2 0 0 pip ••• • • • f7184.1• • • • • • • •• Model, Number or Name a. Fiberglass Door Description "Impact" Fiberglass Glazed Single Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 17184.1 for any additional use limitations, installation instructions and product particulars. Installation Instructions FL17184 R4 II (a) Inst 17184.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL17184 R4 AE (a) Eval 17184.1.pdf Created by Independent Third Party: Yes 17184.2 b. Fiberglass Door "Impact" Fiberglass Glazed Double Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R4 II (a) Inst 17184.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.2 for any additional use limitations, FL17184 R4 AE (a) Eval 17184.2.pdf pinstaFiatiaizLizistructions and product particulars. Created by Independent Third Party: Yes 171842......) c. Fiberglass Door "Non -Impact" Fiberglass Glazed Single Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R4 II (b) Inst 17184.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.3 for any additional use limitations, installation instructions and product particulars. FL17184 R4 AE (a) Eval 17184.3.pdf Created by Independent Third Party: Yes 17184.4 - d. Fiberglass Door "Non -Impact" Fiberglass Glazed Double Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R4 II (a) Inst 17184.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.4 for any additional use limitations, installation instructions and product particulars. FL17184 R4 AE (a) Eval 17184.4.0df Created by Independent Third Party: Yes 17184.5 e. Fiberglass Door "Impact" Fiberglass Opaque Single Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 17184.5 for any additional use limitations, installation instructions and product particulars. Installation Instructions FL17184 R4 II (a) Inst 17184.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL17184 R4 AE (a) Eval 17184.5.0f Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvCo3 EapiI1B W4u90... 2/ 16/2018 Florida Building Code Online Page 3 of 5 17184.6 f. Fiberglass Door "Impact" Fiberglass Glazed Double Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 17184.6 for any additional use limitations, installation instructions and product particulars. Installation Instructions FL17184 R4 II (a) Inst 17184.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL17184 R4 AE (a) Eval 17184.6.pdf Created by Independent Third Party: Yes 17184.7 g. Fiberglass Door "Impact" Fiberglass Opaque Single Door with pr wiihoot Sidelite(s) (X, OX or XO, OXO‘ Outswing/Inswing• • • Configurations up to Nominal nip/ Hight • • Limits of Use Installation Instructions • • • • • • Approved for use in HVHZ: No FL17184 R4 II (a) Inst 17184.7.Qclf• • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, .E. 43409 P Impact Resistant: Yes Created by Independent Third PAtlr'! Yes • • Design Pressure: N/A Evaluation Reports • • • • • • Other: See INST 17184.7 for any additional use limitations, installation instructions and product particulars. FL17184 R4 AE (a) Eval 17184.+p• • • • • • • Created by Independent Thirdl!arty: Yes • 17184.8 h. Fiberglass Door "Impact" Fiberglass Opaque Deuble•Ddbr with or without Sidelites (XX or OXXO) Outswing/Insw+ng Configurations up to Nominal 8'0 in Height • • • • • • • • • Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 17184.8 for any additional use limitations, installation instructions and product particulars. Installation Instructions . •• : FL17184 R4 II (a) Inst 17184.8.pdf • •• • • • Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL17184 R4 AE (a) Eval 17184.8.pdf Created by Independent Third Party: Yes 17184.9 i. Fiberglass Door "Impact" Fiberglass Glazed Single Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R4 II (a) Inst 17184.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.9 for any additional use limitations, installation instructions and product particulars. FL17184 R4 AE (a) Eval 17184.9.pdf Created by Independent Third Party: Yes 17184.10 j. Fiberglass Door "Impact" Fiberglass Glazed Double Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R4 II (a) Inst 17184.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.10 for any additional use FL17184 R4 AE (a) Eval 17184.10.pdf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 17184.11 k. Fiberglass Door "Non -Impact" Fiberglass Glazed Single Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 7'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R4 II (a) Inst 17184.11.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.11 for any additional use FL17184 R4 AE (a) Eval 17184.11.pdf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 17184.12 I. Fiberglass Door "Non -Impact" Fiberglass Glazed Double Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 7'0 in Height Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 17184.12 for any additional use limitations, installation instructions and product particulars. Installation Instructions FL17184 R4 II (a) Inst 17184.12.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL17184 R4 AE (a) Eval 17184.12.pdf Created by Independent Third Party: Yes 17184.13 m. Fiberglass Door • • • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvCo3EapiI1B W4u90... 2/ 16/2018 Florida Building Code Online Page 4 of 5 • •• • • • • • • • •• •• • • • • • • • • •• • • • • ••• • • • • • •• • • • • • • • • • • • • •• "Non -Impact" Fiberglass Opaque Single Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 7'0 in Height Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 17184.13 for any additional use limitations, installation instructions and product particulars. Installation Instructions FL17184 R4 II (a) Inst 17184.13.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL17184 R4 AE (a) Eval 17184.13.pdf Created by Independent Third Party: Yes 17184.14 • • • • n. Fiberglass Door "Non -Impact" Fiberglass Opaque Double Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 7'0 in Height • •• Limits of Use Installation Instructions naPot4d for use in HVHZ: No FL17184 R4 II (a) Inst 17184.14.pdf ikppipred for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Ipagct Resistant: No Created by Independent Third Party: Yes Oesi nPressure: N/A Evaluation Reports Mgr? See INST 17184.14 for any additional use FL17184 R4 AE (a) Eval 17184.14.pdf trititeitiess, installation instructions and product particulars. Created by Independent Third Party: Yes 14I4ig.J. • • • • • o. Fiberglass Door "Impact" Fiberglass Glazed Single Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 7'0 in Height kirnits of Use Installation Instructions •Appfdved for use in HVHZ: No FL17184 R4 II (a) inst 17184.15.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.15 for any additional use FL17184 R4 AE (a) Eval 17184.15.pdf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 17184.16 p. Fiberglass Door "Impact" Fiberglass Glazed Double Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 7'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R4 II (a) Inst 17184.16.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.16 for any additional use FL17184 R4 AE (a) Eval 17184.16.pdf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 17184.17 q. Fiberglass Door "Impact" Fiberglass Opaque Single Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 7'0 in Height Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 17184.17 for any additional use limitations, installation instructions and product particulars. Installation Instructions FL17184 R4 II (a) Inst 17184.17.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL17184 R4 AE (a) Eval 17184.17.pdf Created by Independent Third Party: Yes 17184.18 r. Fiberglass Door "Impact" Fiberglass Opaque Double Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 7'0 in Height Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 17184.18 for any additional use limitations, installation instructions and product particulars. Installation Instructions FL17184 R4 II (a) Inst 17184.18.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL17184 R4 AE (a) Eval17184.18.odf Created by Independent Third Party: Yes 17184.19 s. Fiberglass Door "Non -Impact" Fiberglass Glazed Single (Steel Reinforced Stiles) Door with or without Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R4 II (a) Inst 17184.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17184.19 for any additional use FL17184 R4 AE (a) Eval 17184.19.odf limitations, installation instructions and product particulars. Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvCo3 EapiI1B W4u90... 2/16/2018 Florida Building Code Online • Page 5 of 5 17184.20 t. Fiberglass Door "Non -Impact" Fiberglass Glazed Double (Steel Reinforced Stiles) Door with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 17184.20 for any additional use limitations, installation instructions and product particulars. Installation Instructions FL17184 R4 II (a) Inst 17184.20.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL17184 R4 AE (a) Eval 17184.20.pdf Created by Independent Third Party: Yes Go to Page m 0 Page1%2.0 • • •••• • • • •• • • • • • • •• •• • Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 • • • • • • The State of Florida is an AA/EEO employer. ('op Mat 7g07_20J 3 State of Florida :: privacy Statement :: Accessibi4t a nt :: Refunr, Staie•ient • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to i Jblili-gocords requesydo not•end electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide .Me•a•t•ient with an ern ll address if they have one. The emails provided may be used for official communication with the licensee. However email addresses ere public *cord. If you do no wish to supply a personal address, please provide the Department with an email address which can be made available to the publiciTo deternllne if you :r�1,I ewe under Chapter 455, F.S., please click here . • • • • • • • • Product Approval Accepts: Credit Card Safe securitymETRICT •• • •• • • • • •• • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvCo3 EapiI1B W4u90... 2/ 16/2018 R W R W Building Consultants, Inc. B C October 10, 2017 To Whom It May Concern: FL-17184 Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Equivalency of Standards .... • • • • • • • • . • • .. • • ..•• • • .•.. •• •• •. . • • . • • • • • • • • . •.• _••••• ASTM E 1996-02 Equivalent to ASTM E 1996-05 • •• • • • • • • • • The products referenced in this Product Approval have been tested in accordance with•AMTMI E 19$1 Q2. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM 1~1996-02 is equivalent to ASTM E 1996-05, which is the reference standard and year that has been adopted by the 6`h Edition (2017) Florida Building Code. • • • C.10111101010 Io-Ca,1% ��� �.v�GENs�.. Lyndon F. Schmidt, P.E. I No 43409 FL No. 43409 '�' �'� R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Certificate of Independence • • • • •••• • • • • •• • • • • • • • • •• •• • • • • •••• • • •••• • • •• •• _ •t • • • • ••• • • • •• • • • • • ••• RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will atquhe financial,interest • in the company manufacturing or distributing the product or in any other entity involved in toe• • • approval process of the product named in the accompanying Florida Product Approval. Lyndon F. Schmidt, P.E. FL No. 43409 October 2, 2017 • R:\A - A Product - Job - Lab - Llsts\A - Florida - Product Approvals\Florida Scanned Postings\Place Holders\Certificate of Independence.doc Sheet 1 of 1 R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 1 roduct Eva/uatioir°Repor 'Report No. . ' " FL'':'1718,43R ' Date Septenrhei264.017.' • Product Category Sub Category Manufacturer Prt dwct Dame • • • • • • Plastpro Inc. Glazed Filjeirgl'�S;Single Doo4 • Exterior Swinging Exterior Door 5200 W CENTURY BLVD. w/ or yiipyt•Sideliteso • • • •. • Doors Assemblies LOS ANGELES, CA 90045 Inswirtgd.Citatswing• •• • •' (440) 969-9773 �'jrypVi" • • • • ..• Scope: This is a Product Evaluation report issued by R W 1998) for Plastpro Inc. based on Rule Chapter No. Department of Business & Professional Regulatio RW Building Consultants and Lyndon F. Schmidt, manufacturing or distributing the product or in any herein. Limitations: •• •• •• • Building Consultants, Inc. and Lyndon Fs6 livintdt, P.E. (System ID # 61 G20-3, Method 1 D of the State of Florida Preduct Apgrp' !, n. • • • • . • •• • •• • • P.E. do not have nor will acquire financial interest in the cornpany other entity involved in the approval process of the product named • •• • • • •� • • • • 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-17184.3 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-17184.3 fo Supporting Documents: 1. Test Report No. TEL 0139/119 TEL 01390454 2. Drawing No. No. FL-17184.3 3. Calculations Anchoring size and design pressure limitations. Test Standard TAS 202-94 ASTM E330-02, E331-00 Prepared by RW Building Consultants, Prepared by RW Building Consultants, Inc. (CA #9813) Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E Testing Evaluation Lab.,Inc. V.K. Wright 4. Quality Assurance •e Management Institute, certifying that Plastpro Inc. is manufacturing products: * within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Certificate of Participation issued by National Accreditation and Sheet 1 of 1 Signed & Sealed by Lyndon F. Schmidt, P.E. igned & Sealed bY eee"tF.SCHM/has,® Lyndon F. Schmidt, P.E. �,;'�GENs•g.T a'.. No 43409 • • 'u 03 • STATE O 2 '0-,� ANs: O R (?��� Lyndon F. Schmidt, P.E. i,1,,�tQ�yp;���e FLPE10/10/20109 • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy RC Home Showcase, Inc. 16115 NW 52°d Ave Miami, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of suchJesting and tI1A \HJ may immediately revoke, modify, or suspend the use of such product or material with tie jurisdjctiva. RER • • reserves the right to revoke this acceptance, if it is determined by Miami -Dada Olurpty Product Control • Section that this product or material fails to meet the requirements of the applicablebetlding code. • This product is approved as described herein, and has been designed to comply alit?! Flo kta Building Code, including the High Velocity Hurricane Zone. �' ' DESCRIPTION: Series "CM100" Outswing Aluminum Casement Window -LAU ; • • • • •• • APPROVAL DOCUMENT: Drawing No. W04-16, titled "CM100 A1umpflt•fasement• Window • (L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision K dated 02/22/18, preparedhy.g-Farooq • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control....; Section Revision stamp with the Notice of Acceptance number and expiration date by the•Nk rii-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 revises NOA No. 15-0416.02 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4 and Green Sustainable Attribute (G.S.A.) page G-1, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. • MIAMI-DADE COUNTY APPROVED 03III 110l8 NOA No. 18-0213.03 Expiration Date: July 29, 2019 Approval Date: March 29, 2018 Page 1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0932.06) 2. Drawing No. W04-16, titled "CM100 Aluminum Casement Window (L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision J dated 11/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 2t13-94 • • • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, ancl. Q,,i 202-94 : •: along with marked -up drawings and installation diagram of an caaitswing aluminumn casement window, prepared by Fenestration Testing Laboratgry, 4na., Test RiTort N. FTL-6439, dated 02/21/11, signed and sealed by Marlin D. Beresi , P.E. • • (Submitted under NOA No. 11-0922.06) • •. •• 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading:per Ft3C, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202;94. • . • • • • • • • 4) Large Missile Impact Test per FBC, TAS 201-94 . • •. •. • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • . • 6) Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 along with marked -up drawings and installation diagram of an outswing aluminum Casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5867, dated 05/02/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 10-0426 09) 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 aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1344, dated 09/12/03, HETI-03-1346, dated 09/16/03, HETI-03-1350, dated 10/14/03 and, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.01) Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.03 Expiration Date: July 29, 2019 Approval Date: March 29, 2018 E — 1 • RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 marked —up drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03 and HETI-03-1859, dated 01/16/04, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/31/15 and 11/090/15, prepared by Al-Farooq ��erpgration, • •.•. • . • • ..• . .•.. . • . •• . 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 Resourceg. . E. MATERIAL CERTIFICATIONS .... . • ..• •. . . . •. • • • •. • R) . •• . . • • . • •.• • 1. NOA No. 14-0916.10 issued to Kuraray America, Inc. for their•"$utacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. : . •• • 2. NOA No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentryl"la§® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04718.. . . F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated March 31, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-6439, dated 02/21/11, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0922.06) 3. Laboratory compliance letters for Test Report No. FTL-5867, dated 05/02/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 10-0426.09) 4. Laboratory compliance letters for Test Reports No. HETI-03-1346, dated 09/16/03, HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03, HETI-03-1859, dated 01/16/04, HETI-03-1350, dated 10/14/03 and HETI-03-1344, dated 09/12/03, issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 06-1130.01) (/G Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.03 Expiration Date: July 29, 2019 Approval Date: March 29, 2018 E-2 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 13-1112.10, issued to RC Home Showcase, Inc. for their Series "CM100" Outswing Aluminum Casement Window - L.M.I., approved on 12/26/13 and expiring on 07/29/19. 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: 1) NFRC 100-2004 "Procedure for Determining Fenestration Product U—Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge •1'e deling: THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at tesydAte), of•S • • : • RC Aluminum Series "CM100" outswing casement aluminwp.igiine wi ew along • •: with attached drawings and bill of materials included in Appendi i A, marked —up by • National Certified Testing Laboratories, Test Report No. NCXE040-12449.01, pages 01 through 07 of 07, dated 11/12/09, signed by Richard A. McVii kkr III, Simulator, and: • •. Steven H. Coble, NFRC Accredited Simulator, Simulator—In-Rwgrlsible—Cfiark. 3. NFRC 102-2004 Thermal Performance Test Report on: • 1) NFRC 102-2004 "Test Procedure for Measuring the; Steady State 'Thermal..: Transmittance of Fenestration Systems" . . . • .• • Test report of a series RC Aluminum's Series "CM100" . Oitswing '.Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-12450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P. E., Vice —President Engineering & Quality Person -In —Responsible Charge. 4. Recycled Content Determination Report on: Name: Casement Window, CM100 Raw Material: Aluminum Including letter from Fundiciones Industriales certifying that the extruded aluminum products material, signed by Henry Kronfle, Vice —President. E-3 S.A. (FISA) dated 03/22/10, contained 30% recycled scrap Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.03 Expiration Date: July 29, 2019 Approval Date: March 29, 2018 • RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W04-16, titled "CM100 Aluminum Casement Window (L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision K dated 02/22/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 02/16/2018, prepared by Al-Farooq Corporations im d and sealed by Javad Ahmad, P.E. •' '• • • • • ..• . ... .• ... ..• . D. QUALITY ASSURANCE . • • • • 1. Miami -Dade Department of Regulatory and Economic Resourpes(4IER) • • • . • ..• . E. MATERIAL CERTIFICATIONS •• '• 1. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their arosifol®, • Ultraclear, Clear and Color PVB Glass Interlayers" dated a148;18, expirin on 07/08/19. 2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryClef (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04t23.• • • • • . . F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated February 15, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 13-1112.10, issued to RC Home Showcase, Inc. for their Series "CM100" Outswing Aluminum Casement Window - L.M.I., approved on 01/14/16 and expiring on 07/29/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.03 Expiration Date: July 29, 2019 Approval Date: March 29, 2018 E-4 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami —Dade County Product Control. .4';k RECYCLE*, CONTENT I BIO BASEDMATERIAL / RAPIDLY. RENEWABLEMATERIAL m. , Component Name % Recycled % Recycled % Bio—based % Renewable Material Content at at Disposal Material Manuf. 1. Window Aluminum 30% 100% N/A N/A •S . ,IJ, FACTOR ( i ERfiIAL itiSi$MI'I"I ANCE) BTU/ HR4.3 ..F,, ,. _:• ' f . g ;-'.... � _ . �. .. �. n n. ... cw w.+ +.,. 2Yi A%'a"!r • e M • • •• � Ls 'L�a• G 9 ,:. SHGC=FACTOR (SOLAR HEATLAIN COEFFICIENT) BTU/. BR=FT, xs ,,: ..i. *, xr-^ ) 7 :„ �� yT 'vISIBI 1 Licu i TRANSMITT'ANCE AtNORMAI::IN(IDENCE ;;.�# ,1 ;",�' •.••.• ; s 7,'.,: CR ��CONDENSATION,RESISTANCE'; ; li <. v� i ,'•:�'"•4,�; - t.� ..1 K, e..c.1.1...7i1C. ,,l.G T.wh_,,... iiy'7s. w2 _. ;a wu.. �'�S�a.: ID# Test Report#: Product Number Glazing Components: GV.•. U—Factor G.9::' SHGC • • • CR. Base line Product 000 1/8 5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8 — — — — PVB_ 0.62 • • 0.19 : %l 17. , 001 5/32 CLR_240#2—SS—D_ARG_BRZ-1/8_090 PVB_1/8 Q•62• t 0.19. 0719 17 2. NCTL 002 5/32 CLR _240#2—SS—D_ARG_CLR-1/8_090 PVB 1/8 0.62 • 0.20:' U2'5' 17. 3. 110-12450-1 003 5/32 CLR_240#2—SS—D_ARG_GRN-1/8_090 PVB 1/8 0.6! • 0.19.4.40.187. 17: • 4. 004 5/32 CLR 240#2—SS—D ARG GRY-1/8_090 PVB 1/8 0.62 0.19 ' U.23 17 Legend Abbreviations: Description: SS—D Desiccant —Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @ #2 Surface Typical ARG 90% Argon PVB 0.090" Poly Vinyl Butryal (PVB) interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass FACTOR(TBERMACCciNDUCTANGE)`B'l(`TJ/,HIt Component Name C—Value 1. Whole Window 1.94 G-1 Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.03 Expiration Date: July 29, 2019 Approval Date: March 29, 2018 •• • • • ••• • • •••• • •• •••• • CM100 OPERATING/FIXED B1•UMINUM CASEMENT WINDOWS FOR FLANGE FRAME WINDOW CAPACITY SEE SHEETS 2 & 4. FOR FLUSH FRAME WINDOW CAPACITY SEE SHEETS 3 & 4. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (BTH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED 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—METAWC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDMONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL APPROVAL APPLIES TO SINGLE VENT WINDOWS OR DUAL VENT WINDOWS USING INTEGRAL IMPOST. ALSO TOP AND BOTTOM COMBINATIONS OF FIXED AND CASEMENT WINDOWS USING STACKING HEAD/SILL WITHOUT MUWON. ALSO TO SIDE BY SIDE COMBINATIONS OF CASEMENT/FIXED CASEMENT/CASEMENT OR WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MUWONS. /1 <1 t RATING OF FIXED WINDOWS UNDER SEPARATE NOA. MUWON CAPACITY FOR THIS OPTION SEE SEPARATE MUWON NOA zr <$ • •• • • • • . • • • • • • •• • •• • • • • • • • • • • • • • • • • • •• • • •• • • •• • • • •• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REOUIRED. PRODUCT REVISED MAR as complying wi h the Florida 0 2 mg • • : 1 e-0213l03 • • Ex ton Date�0S7/29112019 • •By • /�• • • Mian14-Da Man Coi rot • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• •• 111111I // , ATE OF �( •. �OR1Dl` � �� /�/I11111111 U IC 0 0 'C VIDA E 8 c drawing no. W04-16 (sheet 1 of 11 37' MAX. WINDOW WIDTH 35 3/8' MAX. 8 5/8" MAX. HEAD/SILL CORNERS SINGI F VFNT WDW 5' MAX. HEM/SMl CORNERS 37' MAX. WINDOW WIDTH 13 1/2' FALSE MUNTINS MAY 8E USED WINDOW WIDTH 35 3/8' MAX. 35 3/8' MAX. VENT WIDTH 30 1/8' MAX. VENT WIDTH 30 1/8' MAX. D.L OPG. A D.L OPG. II / / ii/ /1 ! \ 1 \ \ /K R/ lI % \ 1' ' 11 \ r_�,,74 Lei,\ I �.IPOST I� ' 1 8 E = \ I \) / // / / // ` x Y tr N �.4 g O / \\ 8 5/8' MAX. 3 Ij 16' TWO ANCHOI HEAD/SILL CORNERS 374. MAX. WINDOW WIDTH DUAL VENT WDW E OF IMPOST SEE CHART SHEET 4 WINDOW WIDTH 35 3/8' MAX. WINDOW WIDTH 35 3/8' MAX. VENT WIDTH 30 1/8' MAX. VENT WIDTH 30 1/8' MAX. D.L OPG. I i D.L. OPG. J I 0 l WINDOW HEIGHT 72 3/4° MAX. 1� / / ; I/ yl / Ij _1 / / / / // MUWON / \ \ O\ 6 II �' /I ; it / '1 II \ail I1 NI` ! I '� ?'\ E �s 8 — 8 5/8' MAX. 2—� I"' —a 5/8' \ LOCKING /SILL HEAD CORNERS SIDE BY SIDE WDWS TWO ANCHORS AT EACH SIDE OF MUWON SEE CHART SHEET 4 POINTS CHARTS ON SHEET 4 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER • • • • • • • • • • • • CHARTS SHOWN ON SHEET 4. • • • • • •• • • • 'RSSSCTREVISED • • • • • � • • � • • s lbmplyIngg with the Florida Buldln,CoM NOA-No. 18-0213.03 Expiration Date 07/2912019 • ••• ••• ••ey • • • • • •WIamI-Ood rpluc•Control • • • • • • • • • • •. • '•F�LANG•F+•FRA�tE W� �DOTi�3 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• drawing no. W04-16 (sheet 2 of 11 37" MAX. WINDOW MOTH 35 3/8" MAK 5 3/4" MAX. 8 1/2'MAX. HEAD/SILL HEAD/SILL CORNERS SINGLE VENT WDW 37 MAX. WINDOW WIDTH FALSE MUNTINS MAY BE USED WINDOW WIDTH 35 3/8" MAX. 35 3/8' MAX. VENT WIDTH 30 1/8' MAX. VENT WIDTH 30 1/8' MAX. D.L OPC. I 161 I I I D.L OPC. 1.1 1\ I I I/ WINDOW HEIGHT 72 3/4' MAX. J / ill/ I JI 1 \ I ` \ \ /1' II ,-=Ai====__= \III I \ _ir A jII.IPOST 1I 1Ij I I; -- m it \ v \ \ \)_ I // / / J / / / / I/ ' m G I 5 3/4' MAX. I I, k 3 \ I _/ . 16" I I 1\ TWO ANCHOI CORNERS 37' MAX. WINDOW WIDTH l / \ I� 5 3/4' MAX. 8 1/2'MAX. 5 3/4" MAX. HEAD/SILL HEAD/SILL HEAD/SILL CORNERS CORNERS E OF IMPOST DUAL VENT WDW. SEE CHART SHEET 4 WINDOW WIDTH 35 3/8" MAX. WINDOW WIDTH 35 3/8' MAX. VENT WIDTH 30 1/8' MAX. VENT WIDTH 30 1/8" MAX. D.L OPG. i- - , r 1 1 )1 I. I/ D.L OPC. I I®I I I !tl / I' i/ =-t1L =9-1rF-= i 11/ VENT HEIGHT 67 1/2' MAX. D.l. OPG. I I I I 1Ol I li / / / // ly.. / / f / / - ` 5 e MUWON � e\ \ ;I /1 I ,I / I1 / I `I' ' _ II _ �YI 11 -` t._ \ X -i / .'`I 5 3/4' MAX. 1 Iq � s"_ II)I I LOCKING scr CORNERS • • • • • • HOD REVISED • • •• • • • • • VAT wlth the Florida NOA-No.a 18-0213.03 Expiration Date 07/29/2019 • • • • • • • MiaaY gl-Iader uct Control • • a . . • • • • • • • • • US}iI Wi•(`� • • SIDE BY SIDE WDWS TWO ANCHORS AT EACH SIDE OF MUWON SEE CHART SHEET 4 POINTS CHARTS ON SHEET 4 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • drawing no. woo-16 sheet 3 of 11 4 t1/ 1� COMP-ANL\W04-16RC) DESIGN LOAD CAPACITY - PS0 SIDE BY SIDE SINGLE VENT Ion. DIRECTION OF DESIGN LOAD CAPACITY - PSP DUAL VENT WINDOWS DESIGN LOAD CAPACITY - PS0 SINGLE VENT WINDOWSslit • GLASS TYPES 'A' & °8' VENT OPNG. OPTIONAL GLASS TYPES GLASS TYPES 'A' 'D' AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE. SUITE 220 MIAMI, FLORIDA 33173 (O.A.N. 3638) TEL (905) 2048100 FAX (305) 2628978 WI SOW DIMS. 1 Y 3 MULL 1 Y 4 1NIL WINDOW DINS. 'A' a IV WINDOW DIMS. & WIDTH (W) HEIGHT (N) EXT.(+) IXT.(+) W W WIDTH (W) HEIGHT (H) INT.(-) �(+) WIDTH (W) HEIGHT (H) IE%T.(+) n INT.(-) INT.(-) 19-1/8' 80.0 80.0 37' 80.0 18-1/8' 80.0 N 48' 80.0 1 24" 80.0 24' 80.0 80.0 • I / 26-1/2' 80. 0 ` / 28-1/2' 80.0 80.0 53-1/8" 80.0 / \ / / II� 60' 80.0 \ 30" 80.0 / S' \•• 30' 38-3/8' 80.0 80.0 / 72" 38-3/8' 80.0 G) \ 37" 48" 80.0 / J 37' 80.0 80.0 © I74° / B0.0 80.0 80.0 JMBOST '' \ 42" 80.0 / 42' x - / se 80.0 x ` , ) 48" 80.0 = ( / \ ' 98' 80.0 \ � / Srt/8' 80.0 \ / / 53 /O" 80.0 BOO .l 7 \\ 106-1/4' 80.0 \\ 19-1/8' 80.0 \ / 1. 19-1/8' 80.0 80.0 // 24' 8410\\ \ s \\\ 24' 80.0 80.0 ill, \ I- �" 00 \ / 26-1/2' 804 26-1/2' 80.0 80.0 / \ 80.0 / 80.0 80.0 53-1/8' 804 30' 50-5/8" \ 30' 48'MO MULLION SO" 800 37' 80.0 \ 37' 80.0 72' 50-5/8" 80.0 42' 80.0 / (CM100 ALUMINUM CASEMENT WINDOW (L.M.I) RC Home Showcase, Inc. 16115 NW 52nd Ave. Miami, FL. 33014 TEL (305) 392-6214 FAX. (305) 260-6432 42' 80.0 80.0 TWO ANCHORS 74' B0.0 48' 80.0 �W 4g' 80.0 80.0 AT EACH SCE 84' 80.0 TWO ANCHORS 53-1/8' 80.0 53-1/8" 80.0 80.0 80.0 AT EACH SCE 19-1/8" 80.0 19-1/8' 80.0 80.0 96' 80.0 80.0 80.0 FIXED WINDOW 106-1/4' 80.0 24' 24' OR CASEMENT WINDOW FOR FIX. WOW. RATING 37' 80.0 26-1/2' 80.0 \ / 26-1/2' 80.0 80.0 SEE SEPARATE NOA 48' 80.0 30' 60• 80.0 / 3037• 50-5/8' 8410 800 53-1/8' 80.0 37' 80.0 / / 80.0 80.0 60- 60' 80.0 42' 80.0 / 42' 60.0 80.0 800 19-1/8' 80.0 = 48' 80.0 80.0 NO. OF N0. OF 72' WDIIUPTOCM NO. OF N0. OF 60.0 53-1/8' 80.0 80.0 VIDW HEIGHT KEEPERS HINGES 74' 804 44' \ ' UPTO AT SASH AT SASH BA" 80.0 A AKEEPERST SASH TINGESSH 26-1/2' 80.0 19-7/e' 80.0 80.0 29-1/4" 2 2 37' 80.0 42' 2. 2 30' 63" 80.0 B 24' 80.0 80.0 42' 3 2 74-1/4' 3 3 \ 28-1/2' 80.0 80.0 44-1/4' 3 3 48' 80.0 37' 80.0 ( > 60' 59-1/4' 4 3 53-1/8' 80.0 42' 80.0 30, 80.0 B0.0 74-1/4' 5 3 60° 63' 80.0 19-1/8' 80.0 s,:?,- 37' 80.0 80.0 80.0 42" 80.0 80.0 72' 80.0 24' 26-1/2' 66' 80.0 MANUF. NAME REV. UPDATED TO 2014 FBC REV. PER REB COMMENTS N0 CHANGE THIS SHEET UPDATED TO 2017 FOC 19-1/8' 80.0 80.0 74' 80.0 84" 80.0 30' 8001 n 24° 80.0 80.0 37' 80.0 37' 8110 -• ;• 26-1/2' 63' 80.0 80.0 48' 80.0 19-1/8' 80.0 80.0 80.0 53-1/8' 80.0 24' 80.0 NO. OF NO. OF 37' 80.0 80.0 60' 66, 80.0 26-1/2' 72" 80.0 WDW. HIDGHT UPTO KEEPERS HINGES 42' 80.0 80.0 30' 80.0 AT SASH AT SASH 19-I/8" 80.0 80.0 72' 80.0 42' 2 2 24' 60.0 80.0 74' 80.0 37' &10 74-1/4" 3 3 37' 80.0 19-1/8" 80.0 L�• 1,"" • IEIMMIN 26-1/2' 68' 80.0 80.0 48' 80.0 24' 80.0 30' 80.0 80.0 53-1/8° 80.0 26-1/2' 74-1/4" BOA 37' 80.0 MO 60' 72' 80.0 30- 80.0 19-1/8' 80.0 80.0 72" 80.0 37• 60.0 elin©e� 24' 26-1/2' 72' 80.0 80.0 80.0 80.0 74' 800 • • • • • • • • • • • • • 80.0 80.0 37' 80.0 • • • ,AAA 1 i B y I s .E..i vv 30" 73.s eo.o 48 80.o `1717111111ii • • RiIVISED ��`PJ ��'�� 37 19-1/8" 80.0 80.0 53-18' / 80.0 • • • • • *PRODUCT • • • • • • • • as •0 1y1 th the Florida ; b'E ''- MO MO 60" 60" 74-1/4" / 80.0 Building Code -• z4• 72' 80.0 18-0213.03 _ 26-1/2' 74-1/4' 80.0 80.0 MAR * 792 BQ0 74" 78.9 Expiration Data-,Q7/29I2019 q � - _ 30' 37° 66.6 80.0 NOTE: • • • • • • • • • • • • 4 101E • • • %� OF l, •Mi • 1 /f/ drawing no. W04-16 GLASS CAPACITIES ON THIS SHEET ARE • • • • • Mia�pad• rlYlue: Control • ' oh :. �` E1300-09 (3 SEC. GUSTS) • • • • • BASED ON ASTM AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • • • FLANGE AND j�'LUS} �'RAt tP WII�DCAP9 • • • �'''!;S/ORIAL',Milli"' sheet 4 of 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • 1/8" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By R Kuraray America, Inc.' 090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE DOWSIL 795 VENT GLASS TYPE 'A' 1/8" HEAT STREN'0 GLASS 5/32" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS 090" Interlayer Tras5Tol PVB By 'Kuraray America, Inc.' OR 090" Interlayer SentryGlas By "Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS DURASEAL SPACER BY 'WANE(' OR CARDINAL XL EDGE SPACER ST. STEEL VENT SILICONE DOWSIL 795 GLASS TYPE 'B' GLAZING OPTIONS NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Er MUST BE TEMPERED. FIX. LITE FIX. LITE ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANS./SUPLIER/REMARBS 1 CM100-001 2/ WDW FRAME JAMB 6083—T6 — 2 CM100-002 2/ WDW FRAME HEAD AND SILL 6063—T6 — 3 CM100-007 AS READ. FRAME JAMB (FIX.) 8063—T6 FOR FIXED WINDOW 4 CM100-008 AS READ. HORIZ. IMPOST 6063—T6 FOR FIXED WINDOW 5 CM100-012 AS READ. JAMB ANCHOR CLIP 6063—T6 — 8 CM100-013 AS READ. VENT HINGE 8005-75 INSTALLED WITH (3) #10 X 3/8" MS 7 CM100-014 AS READ. FRAME HINGE 6005—T5 INSTALLED Wf1H (2) #10 X 3/8" MS 8 CM100-015 AS READ. FRAME HEAD/SILL (FIX.) 6063—T8 FOR FIXED WINDOW 9 CM100-016 4/ WDW GLAZING BEAD (LAM. GLASS) 6063—T6 FOR FIXED WINDOW 10 CM100-017 4/ WDW GLAZING BEAD (LAM. INS. GLASS) 6063—T6 FOR FIXED WINDOW 11 C14100-018 4/ WDW SNAP COVER (LAM. GLASS) 6063—T6 FOR FIXED WINDOW 12 CM100-019 4/ WOW SNAP COVER (LAM. INSUL GLASS) 8063—T8 FOR FIXED WINDOW 13 CM100-032 AS ROW. VERTICAL IMPOST 6063—T6 — 14 CM100-021 2/ IMPOST ANCHOR CUP FOR VERTICAL IMPOST 6063—T6 — 15 CM100-022 — ANCHOR ARM OPERATOR 6063—T8 — 16 — AS REM). SCREENS ALUMINUM OPTIONAL 19 CM100-028 4 VENT STILE 6063—T8 — 20 CM100-027 1/ CORNER CORNER LOCK 8083—T6 — 21 V-033 AS REQD. TREAICO TR-5804N SPONGE. NEOPRENE — 22 P-049 AS REDD. GLAZING INSERT RIGID PVC MELTPOINT 23 V-055 AS REQO. VINYL FOR LAM. INSUL GLASS — VENT PVC DUROMETER 75±5 SHORE A 24 V-059 AS RE00. VINYL FOR LAM. & LAM. INSUL GLASS (FIX.) PVC MELTPOINT, DUROMETER 751-5 SHORE A 25 AS REOD. 3/16" X 3/8" X 4" LG. SETTING BLOCK EPDM DUROMETER 80t5 SHORE A 26 AS READ. 1/8" X 1/2' SINGLE FACE TAPE — — 27 P-025 — PLASTIC CAM M & M NYLON — 30 CD25 & CD35 — SINGLE ARM OPERATOR ST. STEEL ROTO HARDWARE SYSTEMS 31 — — — — — 32 LB05-6645 — 3 POINT LOCK ASSEMBLY — ROTO HARDWARE SYSTEMS 33 GT553 — GUIDE HOUSING — ATTACHED W/ (3) %8 X 3/4' SMS 34 GS001 — STRIKER — ATTACHED W/ (3) /8 X 1/2" SMS 35 #10 X 1" 2/ CORNER FRAME ASSEMBLY SCREW ST. STEEL PH PHL SMS 36 #10 X 1/2" 2/ CORNER VENT ASSEMBLY SCREWS ST. STEEL FH PHL SMS 37 #10 X 3/4' 4/ CORNER IMPOST ASSEMBLY SCREWS ST. STEEL PH PHL SMS 38 #10 X 3/4' 2/ SIDE IMPOST ASSEMBLY SCREWS ST. STEEL FH PHL SMS 39 CM100-032 AS READ. FLUSH ADAPTER HEAD/SILL 6063—T6 — 40 CM100-033 AS READ. FLUSH ADAPTER JAMB 6063—T6 — •• • • • • • • • • • • • • •• • • • • • •• • • • •• • • • •• PRODUCT REVISED as complying with the Florida Building Cods ••• ••• •• • • • ••NOA..No. • 18-Q213.03 OAR 02 al• • • • • •Gapir•ti00 Dais ft7/2)/2019 • • • • • • ••J •--- • • •• • • • riff • • • • • •Mlami-0rad• wig Control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • \` `V`11111111111\ :h OF •�44 mo►•.. ' ����AAS�DAlA1j 111t��� U 6. 0 a 0 O C q 8 U > .c(nein to M 93 O z L` n 2to..- () c 72 0 8 c a drawing no. W04-16 sheet 5 of 11 ) EDGE DIST.' r TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING 1BY WOOD BUCK r EDGE DIST 5 TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING METAL STRUCTURE 2 EDGE DIST TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING TYPICAL ANCHORS SEE ELEV. sHLLI 2 FOR SPACING 2 MIAMI-DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA 1/4' X 3/8' WEEP SLOT AT EACH END TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING TYPICAL. ANCHORS SEE ELEV. SHEET 3 FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING STSttM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) 1/4" DIA. KWIK-CON II BY 'HILT!' (Fu-138 KSI, Fy-137 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) 1/4" DIA. TEKS OR SELF-DRIWNG SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/B" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) S14 SMS OR SELF -DRILLING SCREW (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 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 t'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH JOINT SEALANT. TYPICAL ANCHORS SEE ELEV. SHEET 3 1BY FOR SPACING WOOD BUCK g• • • • • © • • l • • • • 1Cr 1s(. • • •• •• ,L • ••• • • K • II I� Iru�liii ••• • ?••. ;.• • . E 5i. EDGE DIST. •• •• . .• • • •TYPICA AN SEE ELEV. FOR SPACING • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PAR02log PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0213.03 Expiration Date 07/29/2019 By Miami-Dadd'P roduct Control %1LII IIIIi OF •• 101.• •aG,\� 1111111111\\\ m �V 0 3 ZJ a 8 0 0 a FA/C. (300) 260-6432 V 5 s c 2 s drawing no. W04-16 sheet 6 of 11 TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING METAL STRUCTURE `rO EXTERIOR D.L CPG. 3 to 4 B VENT WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING 3/B" MAX. SHIM METAL STRUCTURE C1 SINGLE VENT WINDOWS •• ••• • • • • • • • • • •• • • • • • • • TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING • • • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florida Building Code • ••• ••• •si ?-do. • 1�8-Q2�L13.03 • • • • • •Expira• tioj D�att rW/IL /2y/2019 •••• •• • • • • 9F • •C.aT .t • • • •Miami-0il• Wodur$ Control MAR022018 7ONAl. /'flllll l%0 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .1 0 z 8 8 2 8 r HOC. (305) 260-6432 0 n 3 8 3 8 a 3 c drawing no. W04-16 sheet 7 of 11 28Y BUCK OR WOOD STRU• RE TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING 28Y WOOD TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING ••D BUCK OR ST CTURE 1/4' SHIM 1/4' SHIM MAX D.L. OPG. VENT WIDTH EXTERIOR WINDOW WIDTH DUAL VENT' WINDOWS D.L OPG. EXTERIOR WINDOW WIDTH • • 1 X 3 X 1/8' 1 X 4 X 1/8' ALUM TUBE (6063-T6) O TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • • SIDE BYE +SIDE •WINDOWS • • • • • • • • • • • • • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florida • upoln e ••• •.• ••• riding • 1$-E113.03 • • • •• • • •• •• •• •• Eaplietloginte 1;7/2i9/2019 • • •• --•"•: r •ew,r Control • • • • • it • • Miaml-ba ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING 1/4' MAX SHIMS - —* 1 .3/4' TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING 1/4" MAX. SHIMS IBY WOOD BUCKS 18Y W000 BUCKS MAR ° z zoos a 0 8 k drowing no. W04-16 (sheet 8 of 11 TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING EDGE DIST. WOOD. HUCK .• 0 17:1411 0 ui !en ACCESS HOLE 0 oi ` TYPICAL ANCHORS SEE EIEV. SHEET 3 FOR SPACING EDGE DIST WpOD. BUCK •• • 0 0 ft 0 ACCESS HOLE TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING EDGE DIST Nt1 1111111! -t-TI-T4 :.,- ...'.:.,. •• • • .I.•• It -fl (I) • • • • ttli, • •-• • PRODUCT REV SED lit,—-•-• :suicide:: • • gplclniewIth the Florida irmilit•—••- • yo 18-0213.03 ACCESS HOLE • * • • . • • .#• • • : . e • .• • • • •• • • • ANCRDRS SEE ELEV.ISHELBT •41, • ..F•OR S.PACIIIIG• . • • • • • • EDGE 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • a ExplretIon Date 07/29/2019 By Miaml-bad rodent Control MAR 02 2018 • • • • TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING I/4" MAX. SHIMS 4 .6t7s=°1iN=— 0 IBY WOOD BUCKS WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING I /2. MAX. SHIMS 0 1111F&I.C%---- IIIII °MIA` Ft FAIL •lr"----....-!. 0 By WOOD BUCKS --2 0 0 8 0 8 .•2 2 IJ drawing no. W04-1 6 sheet 9 of 11) I--2.0281 .562 J_ .082 TYP. 1.828 I 653 • . • . • •• • • • .• •• •• •• ••• PRODUCT REVISED as complying with the Florida MAR n • •: • •: NOId g.•C•'8-0213.03 1, 2 20/8 "��._1R_ ,```1,PDI J_ - _Bui_, •• . I11 i,�, ��- SF �! _ l I 4 u\ , ( COMP—ANL\W04-16RC1 j�- 1.938 I T,P. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 8360 SUNSET DRIVE. SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 264-8100 FAX. (306) 2626978 +I 1 125 .062 1 t 87S .062 2.885 .090 1.885 1.375 L .062 -I"1.934 2.625 .688 1299 .078 a9 FLUSH ADAPTER --+.500 HEAD/SILL Q HORIZ. 1.906 IMPOST 19 VENT 1--.978--1 1.704 STILE 2O FRAME 1.736 HEAD/SILL .653 3.062 6.124 + 181 2.562 2.000 1F-1-' I 062 • L. J J� 1.906 .125 062 2.125 .062, ( _ 1.708 .,41 I +I CM100 ALUMINUM CASEMENT WINDOW (LM.I.) RC Home Showcase, Inc. 16115 NW 52nd Ave. Miami, FL. 33014 TEL (305) 392-6214 FAX. (305) 260-6432 I --1.625I-- IF--1.250 O FRAME JAMB FLUSH ADAPTER .500 JAMB 13 2.500 VERT. IMPOST .750r I ---- 312 .3041 r- I I i 2.000 1I+-2.000 062 TM .062 .469 .062 ___I- .500 2.500 22 I --{ 1-.958 -II GLAZING INSERT RIGID PVC 1.875 .875 J. by description NAM R. Mare REV. NO CHANCE TH6 SHEET REV. PER RER COMMENTS NO CHANCE THIS SHEET UPDATED TO 2017 FIX; FRAME .875 2.125 JAMB (FIX.) i + i �2 1500--1 -.090 1. L.18.2•�O 2.750 i Qa FRAME HEAD/SILL (FIX.) 20 CORNER KEY 1.203 1 l.110 .734 .050 1VP. '875 .094 .969 062 .907 I F--1.315 1.5I83 10 EINNIN .______ t4 IMPOST ANCROjt CLIP • TIP. I .912 F- GLASS STOP (FIX. LAM. GL) „••. SNAP COVER (FIX. LAM. GL) O JAMB ANCHOR CLIP o ,,ld, `.._..� , 6 - o 3 1.07 TYPI 250 �:•62• ••• I- { .110-y .050 TYP. I� I- 875 1- .535 1.561 0• 515 .91y69 .907 O 1 • • • VENT HINGE •• • • • drawing no. W04-16 I I_I , • • Explittion mite O T/29/2019 �0 "iS� AT OF W� 1-.945--1 12 SNAP COVER (FIX. LAM. INSUL GL) O7 FRAME HINGE "� 10-�s42�- GLASS STOP (FIX. LAM. INSUL GL) • • • • gy •.. r•-•: -. ... s .s.� ��ri (sheet 10 of 1 1 • • Mlanti-Di1fb'Preduet Control ��l 1j„1'� • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • IMP ST_MSNFB • MF_CSIRNFB • • • • • • • • • • • • • • • . • . . • .. ... .. . . . .. MAR02 2018 PRODUCT REVISED as complying with the Florida - {7 , • • • • • • • • • • • • Building Code 1= • • • • • • • • tVA-No. 18-0213.03 1\ • • • • • • • • • • • • • • xplration Date 07/29/2019 • • •• • • • • • • 2 /�- • • • • •• •• •• •• Miami-Daderoduct Control • 411nnnl0 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m4"'V O 0 8 0 0 0 0 g B 8 0 g 8 g2 d 2.3 O 8 8 0 drawing no. W04-16 sheet 11 of 11