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RC-16-105Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. RC -1-16-105 p • t Permit Type: Residential Construction ' Work Classification: Alteration Permit Status: APPROVED Issue Date: 3/23/2016 Expiration: 09/19/2016 Parcel Number Applicant 118 NW 103 Street Miami Shores, FL 33150- 1131010220030 Block: Lot: EACH MORNING LLC Owner Information Address Phone Cell EACH MORNING LLC 118 NW 103 Street MIAMI FL 33150- (305)676-2225 118 NW 103 Street MIAMI FL 33150- Contractor(s) Phone FRANKLIN GC & GLASS CORP. (786)260-7968 Cell Phone Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: REMODEL Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : KITCHEN & 2 BATHROO Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due Bond Type - Owners Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Return Check Fee Scanning Fee Technology Fee Amount $500.00 $9.00 $6.75 $6.75 $3.00 $449.46 $120.00 $25.00 $27.00 $12.00 Total: $1,158.96 Pay Date Pay Type Invoice # RC -1-16-58333 01/25/2016 Credit Card 03/23/2016 Check #: 1021 Bond #: 3028 Amt Paid Amt Due $ 75.00 $ 1,083.96 $ 1,083.96 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Fill Cells Columns Review Plumbing Review Mechanical Review Electrical Review Electrical Review Electrical Review Planning Review Structural Review Plumbing 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 responsi." all work done by ei •er myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBIN EC. "v INDO DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify tha the for .'�> ormation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermorbove-named contractor to do the work stated. March 23, 2016 Authorized Signature: Owrrf? Applicant / Contractor / Agent Building Department Copy Date March 23, 2016 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 118 NW 103 Street City: Srt1L FBC 20 N Master Permit No. -J16 — ) 0 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Shores County: Miami Dade Zip: 33150 Folio/Parcel#: 11-3101-022-0030 Is the Building Historically Designated: Yes NO X Occupancy Type: 2 (; 9 Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Each Morning LLC Phone#: 305-676-2225 Address: 11527 SE 64 Street # D City: Miami Tenant/Lessee Name: Vacant Phone#: Email: State: FL Zip: 33173 CONTRACTOR: Company Name: Franklin GC & Glass Corp Phone#: 786-260-7968 Address: 9110 Fontainebleau Blvd # 104 City: Miami State: FL Zip: 33172 Qualifier Name: Franklin Castellanos Phone#: State Certification or Registration #: CGC 151750 Certificate of Competency #: DESIGNER: Architect/Engineer: Eusebio M. Mora Phone#: 305-235-7500 Address: 8752 Southwest 143 Street Value of Work for this Permit: $ -36 • t`(, `a 2-"3 Square/Linear Footage of Work: I 6O GF City: Pametto Bay State: FL Zip: 33176 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: RF M OPE' th ilti}-}'L N 2 Fi41.14 ROOM s IczF rLAc.x froi T P Ar Otlo2- 64.124p Pear Specify color of colorthrru tile: / Submittal Fee $ ''G(1)rPermit Fee $ q " b CCF $ -W CO/CC $ Scanning Fee $ �� `v b Radon Fee $ 6 DBPR $ C Notary $ Technology Fee $ C oZ O Training/Education Fee $ Double Fee $ Structural Reviews $ 20 Bond $ eal) , W 04-kek_ FEE; (Revised02/24/2014) TOTAL FEE NOW DUE $ 593 • cI 111093 - 9.6 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 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this Z1 day of li>e Gv-k{ ee ,20 1S , by Jnt4tEl_ 1jatekk3.04, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY ,edO2/24/2014) Signatur CONTRACTOR The foregoing instrument was acknowledged before me this Zt day of De.CC.4A14„4 by -rtl.A► .t l u CSCRCOss Wlf who is personally known to me or who has producgd DleoltiCti (---1c . as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Plans Examiner ,.."‘notary PuUGt. Staa ri tu enida ; Christopher Robed Suarez I My Commission FF 930848 i ,‘,dr Expires 11/3012019 Zoning Structural Review Clerk •Sw STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION :y CONSTRUCTION INDUSTRY LICENSING BOARD ^._.� 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 CASTELLANOS, FRANKLIN FRANKLIN GC & GLASS CORP. 9110 FONTAINEBLEAU BOULEVARD #104 MIAMI FL 33172 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Flonda's economy strong. Every day we work to improve the way we do business in order to serve you better or information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. (850) 487-1399 r+• STATE OF FLORIDA i-,°') DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC1515750 ISSUED` 08/17/2014 CERTIFIED GENERAL CONTRACTOR CASTELLANOS, ,FRANKLIN FRANKLIN GC &GLASS CORP. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers, Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch 4e9 FS. and congratulations on your new Lcenset ExCravancaw AUG 31 me tt4xtx�ua-^a+� DETACH HERE 072351 Local Business Tax Receipt Miami -Dade County, State of Florida -Tlit3 IS NOT A BILL - 00 NOT PAY 6891874 BUSINESS NAME/LOCATION FRANKLIN GC & GLASS CORP 9110 FONTAINFRLEAU BLVD 104 MIAMI FL 33172 OWNER FLANKL!NN GC & GLASS CORP Worker(s) 1 RECEIPT NO. RENEWAI. 7167463 EXPIRES SEPTEMBER 30, 2016 Must be displayed at pace of business Pursuant to County Code Chapter 8A - An. 9 & 10 SEC. TYPE OF BUSINESS 196 GENERAL 8U;LD:N'G CONTRACTOR CGC1515750 PAYMENT RECEIVED BY TAX COLLECTOR 575.00 08/06/2015 CHECK21-15-312308 Tbis Local Business Tax Receipt only confirms payment of dm Local Business Tax. Ths Receipt is sot a license, Permit et a certification of the holdei s qual.fications, to de business. Honda nest comply with any governmental er aoagovernmental regulatory laws eel requirements which apply to the business. The RECEIPT N0. above must be displayed on all commercial vehicles - Miami -Dade Cole Sec $a -27G. For more information, visit www. 3tsil e.Lyyffaxaol3gGLt Jan 11 2816 89:49:48 Via Fax —> +1.888.241.1385 Vonage Page 803 Of 884 A ROF CERTIFICATE OF LIABILITY INSURANCE DATE / "") /08/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Okay - Insurance Exchange Of America 7203 W Finley Street Miami FL 33144 INSURED FRANKLINGC & GLASS CORP 9110 FOUNTAIN BLU BLVD #104 MO MI FL 33172 coNTAcr Brian Reilly. A(C Np,_ (305) 2&77232 _......_ _.. l (Aic,No�. (7861388.4492 i0i0 ..undetwrlti vfibeetrato-Ineurence.com RER(S) AFFORDING COVERAGE INS ....».,.....,, ... __._ . INS_._AN .__ W,» NCNSURCE INSURER A : ENDURANCE INSURERS ; INSURER C_.............__.._...................._.-...__........_.............,_..............._,................._.._,.......__...................... INwR>wRO; INSURER E INSURER : , • »...„., NAIL 0 »^ I .,_........_...._.. 1 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS INDICATED, CERTIFICATE EXCLUSIONS LTR IS TO CERTIFY THAT THE POUCIES OF INSURANCE NOTWITHSTANDING ANY REQUIREMENT, MAY BE ISSUED OR MAY PERTAIN, AND CONDITIONS OF SUCH POUCIES. TYPE OF INSURANCE INISD WVO LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU- THE TERMS, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY NUMBER MMIDOrYYYY1 I (MNVDOlYYYY11 LIMITS A COMMERCIAL oENERL LIABILITY X; A__, ... CLAIMS -MADE Occure 1 I I _GNI AOC3REOATELike APPLIE;$PERI _,_I POLICY .__. I Figef _,.,••, I ECIC I 1 OTHO ACI655660PC booACH DocuRRENce TSArroRENTED PREMISES -n cr urrence I I MED EXP (My ane pennon) 06/04/2015 06104/2010 , PERSONALS Apt/ INJURY pF»NERALAapREGATE 1 L. '.kocsucrs •,COMP/OP ACID i i ,. x 300.000 : S 100. i s 5,000 i s 300.000 $ 300.000 $_. 300.000_. $t; AUTOMOBILE umm tY ._„•.,,i ANY Auto ALL OWNED r,. -d, AUTO(; i HIFteOAUron 1...._..._. 8CNEDULt:D AUTOS NUN -OWNED AUTOS I I 15014ni, tikilFLIMIT 1 Y . ` BODILY INJURY (Per person) S I �..,.. .»t,.,..._..,_.....w.,»,,,.,_................» ,,. ECOLY INJURY (Per accident) i S PROPERTY DiWA a'_._._.....,.,.._..._..____....._.._..__........_..._....,.._. 1 } .(Per ecr:o!uti._...__._.._... i S $ I UMBRELLA LIAR I i xcurl I uvREGAtp .. `EXCEFS LIAR..1. l LAIM; MApF1 1 DED 1 . RETENr10N S I 1 EACH OCCURRENCE . s i.. 1 � _.... ,,, _...,. ' $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PRQPRIL-TOR/PARTNE.R/E'Akt,:l,r1lVE I.-1`N/A OFFIC,RRIM'MDC?R ISKCLUCm; (Mandatory In NH) 11 yes,describe under DESORPTION OF OPERATIONS below I 1 E 1 I PEAJuYE .. ��!T�.1.. j E.L. EACH ACCIDENT I ` E,1.. DI$EASE - EA EMPLOYEE • IS L. INSEAM i rxxicY LIMIT • $ $ _..... 1 $ 1 I i , DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Aodlclalel Remarks 5r:neoule, ui y no attached It sena 'weal* eaulred) REPAIR, INSTALLATION AND REMODELING CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg Dept 10050 NE 2 AVE Miami Shores, FL 33138 ACORD 26 (2014/01) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVI$IONs. AUTHORIZED REPRESENTATIVE ®1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and Logo are registered marks of ACORD Jan 11 2016 09:49:33 Via Fax -> +1.008.241.138S %nage Page 002 Of 804 c�. JIFF AFWATeR CNIQF FINANCIAL OFFICEP STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION ' • CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW •' CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 1010/2014 EXPIRATION DATE; 30/02016 PERSON: CASTF.ItANDS FRANKLIN FEIN: 275190082 BUSINESS NAME AND ADDRESS: FRANKLIN GC A GLASS CORP 9110 FOUNTAINEBLEAU BLVD MIAMI FL 33172 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW SIGN INSTALLATION, INSTALLATION MAINTENANCE P.wnwtts Ch.o:4r 40.05(14). F.6.. 4n oras K4 m1akbWra Som Alt. .5or «. 4 *rvi m doe.. 3 ...Nam of xWktion uWr fv wiwr n1+t t'A.4** ..'ataa, 4M.Mdata(IAA*, I'..u.nnl .U(JW11.t 40 Mi 1. la al, (1�..(41.C7oo In i* , Y.. otolvIv* .M4..N9rt. WM44.4ra.IHIII* ^4Y..•Nny.VMr?i.l w4MVrl.fh.n.ka1N. thAX.6416f.417r w)i,. N•$.w, n'loll. wormidown/Sums otoNollooto b. 4r4aSM IdfA he KAKI to mxalionI!.mAnt Poo ago. rp Nno of :Moak. or Aro KsuMa e& Iha(allose. it* Yw:.n AVOW CO 7na,& .. r.vnilam oo Lwow 4wn1Ito (aai4aara of Tit....tie. tot i.+w. w a 4 nrlMw. TM doP000441r xllii ,wd. a 0.4.F2:0WC:f.7OCnrWICAteofGLGC.TIONTON6NAITMf'tRGVIDDO0013 OUI t1ONI1(G00)4131000 t>uPg //apmf3,11tH,_:com/crk..cpertviewcr/repgrtYiewcr.a5px'Ici4la l(clypinc91)7Q3gHC"CC;R6o... 1/8/2016 •••• Franklin GC & Glass Corp :...-: . • • • ••••. . • 9110 Fontainebleau Boulevard # 104 • • • • • • • Miami, FL 33172 • . . CGC 1515750 Friday, January 15, 2016 To: Each Morning LLC 11527 SW 64 Street #D Miami, FL 33173 Re: Miami Shores Project - 118 NW 103 Street - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • All work to be performed as per approved plans SCOPE of WORK & CONTRACT DeSqr,I 11) General Work General Clean Up and Preparation of Areas Exterior and Interior Paint 2) Kitchen Remodel - (All equiment, receptacles, switches, wiring, to remain in same. location) IRemove Existing Cabinets Open Drywall to Dining Area Change Outlets and Lights (GFI Where Applies per Plan) Install and Provide Kitchen Cabinets Install and Provide Backplash 3) Bathrooms Remodel (2) (All Equipment, Receptacles, switches and Wiring to remain in same Location) Remove Existing Fixtures (Toilet, Bathtub, Sink) Tile Work and Paint Bath 1 Fixture Installation Bath 1 (Sink, Tub, Toilet) Tile Work and Paint Bath 2 `Fixture Installation Bath 1 (Sink, Tub, Toilet) 4) Door Replacements Remove -and Install New Door -in Front and Back, Garage Door. (Specs according to plans) Total 4"flty. Unit Onitary 1 I 3900 Sqf 60 Sqf 180 Sof 6 unit 60 Sqf 20 Sqf 4 r- $250.00 $250.00 $0,65 $2535.00, $8.00 $480.00 $2.00 $360.00 $15.00 $90.00 $40.00 $2400.00 $18.00 $360.00 - 4 5 unit $40.00 $200.00 1 Unit $1200.00 $1200.00 3 Unit $200.00 $600.00 1 , Unit $1200.00 $1200.00, 4 Unit $200.00 $800.00 1 I $3500.00 $3500.00 0 .$13975.0( • " • Franklin GC & Glass Corp : • •. •; 9110 Fontainebleau Boulevard # 104 Miami, FL 33172 CGC 1515750 Terms: 30% Deposit at commencement, 30% in 30 Days, 40% at finish: Estimated time of Completion: 60 Days. Permits and Fees: Client is Responsible for Fees. Client Approval: Each Morning LLC •••• • • •••• •• • • • • • •• • •••• •• • • • • • • •••• • •• •••• • • • • • ••• •• •• • • • • • • •• • • • •• • • • • • • • • •• • •••• • • • • • DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOitk: Trulite Window & Door Solutions, LLC 8130 NW 74th Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicably Wes The documentation submitted has been reviewe 4and`acce0eld by I 'Iihmi-Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1800"Aluminum French Doors w/ wo sidelites-L.M.I. 771 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/nera/ e use of construction materials. •... • . APPROVAL DOCUMENT: Drawing No. WO1-64, titled "Series 1800 Alum French two v¢/ sideiite (.,.M.I.)a, • sheets 1 through 15 of 15, dated 09-17-01 last revised on DEC 08, 2011, prepared by Als4tapooq c2'f Mtion, • signed and sealed by Javad Ahmad, P.E.; bearing the Miami -Dade County Product Conttttl•Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Prodacf C'imtrol $ggtj0p. • MISSILE IMPACT RATING: Large Missile Impact Resistant• • •Limitation: • • • • • ' ••.'.: Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 10-0930.07). 2. Drawing No. W01-64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.I.)", sheets 1 through 15 of 15, dated 09-17-01 last revised on DEC 08, 2011, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 10-0930.07/09-0316.05) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of an OXO aluminum Outswing door, prepared by Fenestration Testing Lab., Test Report No. FTL-5701, dated 11/13/08, signed and sealed by Carlos S. Roinda, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Alongwith marked -up drawings and installation diagram of Single Outswing door w(IW, prepared by Fenestration Testing Lab., Test Report No. FTL-5675, dated 09/11/05, sigged arid seaied by Carlos S. Roinda, P. E. • •• 3. Additional Test reports on: 1) Large Missile Impact Test per FBC, T.4$, 201-§4 • 2) Cyclic Wind Pressure Loading per F13•Cr TAS 203-94 ; ; Along with marked -up drawings and installation diagram of an alumirhttir French 15 or w/&point lock, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL,:_pr,, dated 6 /25/02; Sfgised and sealed by Edmundo Largaespada, P.E. (Submitted under previous N124.06-1229.0) • 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • •• 2) Uniform Static Air Pressure Test, Loading per.F& .TAS 202-94 • • • • 3) Water Resistance Test, per FBC, TAS 202-94 • • •; 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of double Outswing aluminum French Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2682, dated 7/12/01, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA #03-0805.07 Yale Ogron Mfg. Co.) C. CALCULATIONS 1. Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated 11/15/11, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 03/10/09 and last revised on Jan 05, 2011, signed and sealed by Javad Ahmad, P.E. (transferred from file # 10-0930.07). 3. Glazing complies w/ ASTME-1300-02 & -04 1 S� 1 ' �� t IIshaq 1. Chanda, P.E. Product Control Examiner NOA No 11-1209.02 Expiration Date: January 03, 2017 Approval Date: January 26, 2012 E-1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex clear & color interlayer", expiring on 05/21/16. 2. Notice of Acceptance No. 07-1116.11 issued to Saf-Glas, L.L.C. for "SAF GLAS Polycarbonate Laminate", expiring on 12/16/2012. E. STATEMENTS 1. Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated 11/15/11, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/03/10, signed and sealed by Javad Ahmad, P.E. 3. Statement letter of compliance, part of the above referenced test reports. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. 5. Certificate of registration of name change from "Trulite Residential Windows, LLC" to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11, signed by J.W. Bullock.•• • • • • 6. Florida Dept of State, listing dated 02/03/10 of Trulite Window €Joon Soh i h LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Idekdiag, LL's' ¶tmarac. J1, 7. Sales agreement between AWP, LLC (seller) and Arch Aluminui1f 8C Olass Enterprise, a . Delaware Corp (purchaser) dated Jan 14, 2010, signed by Leon J?gliorsteiiiand.Wm, Robert Wright, respectively. (transferred from file # 10-0930.07). • • 8. Certificate of registration of Arch Windows, LLC (Delaware) in State of Flotaidt.dated 02/04/10, 02/04/10, managed by Arch Intermediate Holding, LLC (transfeirti ibm file it 10-0930.07a): 9. Florida Dept of State, listing of Arch Window, LLC (Foreign Lii ited i,iabiii y. c.), rrf iidgdd by Arch Intermediate Holding, LLC, Tamarac, Fl.(transferred from Tilt # 10-A900.07). • 10. Statement letter dated March 25, 2010, issued by Arch Windows, LLC that it has:purchased all assets of AWP, LLC effectively Jan 29, 2010, signed by Leon Silverstein, President/CEO (Arch Windows, LLC)(transferred from file # 10-0930.07). 11. Asset purchase agreement dated 11/01/06 among AWP, LLC (Buyer) and Yale Ogron Windows & Door Inc. (seller), signed by Leon J. Silverstein and Manny Valladares, respectively(transferred from file # 03-0805.07). G. OTHER 1. This NOA revises & renews NOA # 10-0930.07, expired on January 03, 2012. 2. Certificate of name changes and State of Florida listings. 3. Test proposal, dated 06-14-00, 09-20-01 and 11-06-07, approved by BCCO. E-2 \ct„,n \ . LLA LAL Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11-1209.02 Expiration Date: January 03, 2017 Approval Date: January 26, 2012 THIS INSTRUMENT PREPARED BY AND RETURN TO: Alan L. Sandler, Esq, LAWYERS ADVANTAGE TITLE GROUP, INC. 225 S. WESTMONTE DR., SUITE 1100 ALTAMONTE SPRINGS, FL32714 9472LSC Property Appraisers Parcel Identification (Folio) Numbers; 11-3101-022-0030 CFN: 20150700626 BOOK 29838 PAGE 1656 DATE:11/02/2015 03:53:53 PM DEED DOC 1,680.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY SPACE ABOVE THIS LINE POR RECORDING DATA THIS WARRANTY DEED,made the 30th day of October, 2015 by Bernadine Dale Lett, a single woman and Bridget Coleman, a stogie woman herein called the grantors, to Each Morning LLC, a Florida Limited Liability Company whose post office address is 11527 SW 64 Street #D, Miami , FL 33173, hereinafter called the Grantee: (Wherever used herein the turns grantor" and grantee" include all the parties to this instrument and the heirs legal represetuatwes and assigns of individstair. and the successors and assigns ojeaporattats) W I T N E S S E T H:Tbat the grantors, for and in consideration of the stmt of TEN AND 00/I00'S (510.00) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms onto the grantee all that certain land situate in MIAMI-DADE County, State of Florida, viz: Lots 7, 8 and 9, Block 1 ofGOLD CREST, according to the Plat thereof as recorded in Plat Book 21, Page(s) 56, of the Public Records of MIAMI-DADE County, Florida. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND, the grantors hereby covenant with said grantee that the grantorsare lawfully seized of said land in fee simple; that the grantors have good right and lawful authority to sell and convey said land, and hereby warrant the title to said land and will defend the same against the lawfttl claims of all persons whomsoever, and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2014. IN WITNESS WHEREOF, the said grantors have signed and seated these presents the day and year first above written. Signed, sealed and delivered in the presence of: fitness #i Signature Witness0}, Printed Name Witness #2 Signature Witness 02 Printed Name STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 30 Coleman who are personally known to me or have produced driver's licenses) as identification. V _ t Bernadine hale Lett 118 NW 103rd St, Mlami Shores, FL 33150 CO IQ.tn-Q (V. Bridget Coleman 118 NW 103rd St, Miami Shores, FL 33150 day of October, 2015 by Bernadine Dale Lett and Bridget SEAL Prope Search Application - Miami -Dade County FF Summary Report Property Information Folio: 11-3101-022-0030 Property Address: 118 NW 103 ST Miami Shores, FL 33150-1236 Owner EACH MORNING LLC Mailing Address 11527 SW 64 ST #D MIAMI, FL 33173 USA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,825 Sq.Ft Living Area 1,433 Sq.Ft Adjusted Area 1,616 Sq.Ft Lot Size 7,725 Sq.Ft Year Built 1942 Assessment Information Year 2015 2014 2013 Land Value $125,366 $104,472 $69,213 Building Value $112,474 $109,565 $109,565 XF Value $0 $0 $0 Market Value $237,840 $214,037 $178,778 Assessed Value $92,630 $91,895 $90,537 Benefits Information Benefit Type 2015 2014 2013 Save Our Homes Cap Assessment Reduction $145,210 $122,142 $88,241 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description GOLD CREST A SUB PB 21-56 LOTS 7 TO 9 INC BLK 1 LOT SIZE 75.000 X 103 OR 13338-2934 0287 5 COC 21809-1379 11 2003 4 Page 1 of 1 Y APPRAISER Generated On : 1/6/2016 Taxable Value Information Previous Sale 2015 2014] 2013 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $42,630 $41,895 $40,537 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $67,630 $66,895 $65,537 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $42,630 ....................................................... $41,895 $40,537 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $42,6301 $41,895 $40,537 Sales Information Previous Sale Price Book - PageQualification Description 10/30/2015 $280,000 29838-Qual 1656 by exam of deed 11/01/2003 $0 21809- 1379 Sales which are disqualified as a result of examination of the deed 02/01/1987 $66,000 13187- 2119 Sales which are qualified 11/01/1984 $56,000 12338 -Sales 1520 which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 1/6/2016 Detail by Entity Name FLORIDA< DEPARTMENT OF STATE DrvIsloN OF CORPORATIONS Detail by Entity Name Florida Limited Liability Company EACH MORNING LLC Page 1 of 2 Filing Information Document Number L15000163649 FEI/EIN Number NONE Date Filed 09/25/2015 Effective Date 09/25/2015 State FL Status ACTIVE Principal Address 11527 SW 64 STREET #D MIAMI, FL 33173 Mailing Address 11527 SW 64 STREET #D MIAMI, FL 33173 Registered Agent Name & Address GARCIA, DAMIAN 11527 SW 64 STREET #D MIAMI, FL 33173 Authorized Person(s) Detail Name & Address Title MGR WILLA, ANDRES 11527 SW 64 STREET #D MIAMI, FL 33173 Annual Reports No Annual Reports Filed Document Images http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 1/6/2016 Detail by Entity Name Page 2 of 2 09/25/2015 -- Florida Limited Liability View image in PDF format Cor vrinht (i) and Privacy Policies State of Florida. Department: of Stale http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 1/6/2016 LIMITED POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That 1, Andres Willa, as Managing Member of Each Morning LLC, have made, constituted and appointed, and by these presents do make, constitute and appoint Daniel Korzeniewski, my true and lawful Attorney -in -Fact for me and in my name, place and stead, to execute any and all documents in my behalf with the purpose of obtain permits, sign documents, attend meetings and conduct renovations of the following described property: GOLD CREST A SUB PB 21-56 LOTS 7 TO 9 INC BLK 1 LOT SIZE 75.000 X 103 OR 13338-2934 0287 5 COC 21809-137911 2003 4 a/k/a: 118 NW 103 Street, Miami Shores, FL 33150 Including, but not limited to, contracts, hiring contractors, and such other documents as may be necessary to carry out the purposes expressed herein. Giving and granting unto my said Attomey-in-Fact power and authority to convey and do and perform all and every additional act and thing whatsoever requisite and necessary to be done in and about the premises as fully, and to all intents and purposes as I might or could do if personally present, and I hereby ratify and confirm all that my said Attomey-in-Fact shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, ha h treunto executed this Power of Attomey this day of 40%011/44015. r Uv1! Andres_WIlla Signed, sealed and eliv�red-i -the presence of: 11 2)4-4 1. C Witness #1 Signature r $, A 'Wit ss #14-` #11 Printed"-c-4 —rinted Name STATE OF t ---L° `44" COUNTY OF 141011 ` b Aare -- The foregoing instrument was acknowledged before me this -day of i`" , 2015, by Andres Willa, who is personally known to me or who has produced as identification and who did/did not take an oath. SEAL My comm-miisssio Exp' rn rez i 'p"ChNotary Pubic State et Florida j My Co to 9308stopher Robert8448 t#0' E?pkea 1113d/2019 Notary Public (41C..dtekt Printed Notary Name V • DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 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 PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Steel Garage Door up to 16'-2" Wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101300,•titled "Double Car W8 Hurricane Pan Doot'� Sheets 1 through 3 of 3, dated 02/15/1995, with last revision 15, dated 01/06/2012, prepared by Clopay $uijding MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.s;ov/hera/ Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami-Mdegtount, Product • • Control revision stamp with the Notice of Acceptance number and expiration dateby tTeMiarnt %ade .... :. County Product Control Section. . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ...... ' s LABELING: A permanent label with the manufacturer's name or logo, manufacturing addre$, model number, the positive and negative design pressure rating, indicate impact rated if appl'ieable, ifistallgtion instruction drawing reference number, approval number (NOA), the applicable tat. nl lards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the do ;,§ tjde .. • • ... • ... .... • • .... track, bottom angle, or inner surface of a panel. • • RENEWAL of this NOA shall be considered after a renewal application has been filed and t�h� �J has beech • 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 # 11-0217.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI•DADE COUNTY APPROVED NOA No 12-0125.20 Expiration Date: March 26, 2016 Approval Date: April 5, 2012 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101300, titled "Double Car W8 Hurricane Pan Door", Sheets 1 through 3 of 3, dated 02/15/1995, with last revision 15, dated 01/06/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 084624.03" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS• 203-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of Clopay 16'-2"x 8', 24 ga. steel garage door Model 94W8 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0327.01-08, dated 05/13/2008, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 07-0807.14" .... . . • ••.. • • • • .. • • • • • 2. Test reports on 1) Uniform Static Air Pressure Test, Loading 0f FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 21• • 3) Cyclic Wind Pressure Loading per FBC, TAS.203-94 . • Along with marked -up drawings and installation diagram of G1t 16'-Z'zx 8'3 24ga..:• steel garage door Model 94, prepared by American Test Lab, Ind J:Test Rd1Soft No. • ATLNC 1102.01-05, dated 11/22/2005, signed and sealed by:DaVid W. joAson, P.E. •• 3. Test reports on 1) Uniform Static Air Pressure Test, Loading pe ;FBC TAS272-94. 2) Large Missile Impact Test per FBC, TAS 201•-94 .••:•. • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • Along with marked -up drawings and installation diagram of Clopayl6'-2"x 8', 24ga. steel garage door Model 94, prepared. by American Test Lab, Inc., Test Report No. ATLNC 0118.01-06, dated 03/07/2006, signed and sealed by David W. Johnson, P.E. 4. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160-04-63365, dated 01/26/2005, signed by John D. Lee, P.E. E-1 /,01017- - Carlos M. Utrera, P.E. Product Control Examiner NOA No 12-0125.20 Expiration Date: March 26, 2016 Approval Date: April 5, 2012 Clopav Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Continued) "Submitted under NOA # 07-0807.14" 5. Test report on Tensile Test per ASTM E 8, prepared by Q.C. Metallurgical, Inc, Report No. 7KM-1086, dated 11/22/2005, signed and sealed by F. Grate, P.E. C. CALCULATIONS "Submitted under NOA # 07-0807.14" 1. Jamb anchor calculations, complying with FBC-2004, prepared by Clopay Building Products Company, dated 05/25/2006, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 07-0807.14" • • • • 1. Test report on Accelerated Weathering Using Xenon Arc Liglit A.ptaratus•ptt ASTM • • • • G155 of Lexan SLX2432T Clear Polycarbonate, prepared by jk pane ingsgieerirl & Testing, Inc., Test Report No. HETI-06-A002, dated 12/04/2a46, signed by Rafal , E. Droz-Seda, P.E. .' •• • •, • • 2. Test report on Self -Ignition Temperature per ASTM D 1929, Rate of Burh per ASTItil • •, D635, and Smoke Density per ASTM D2843 of the Lexan P1astiC, prepay illy ET.... Laboratories, Test Report No. ETC -06-1024-17496.0, dated tl64 612006, signed by . • . Joseph L. Doldan, P.E. • • . • •• • •.• • .... • . . • F. STATEMENTS 1. Statement letter of code conformance to 2007 and 2010 FBC, dated 01/19/2012, signed and sealed by Scott Hamilton, P.E. • "Submitted under NOA # 11-0217.01" 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 02/09/2011, signed and sealed by Scott Hamilton, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No 12-0125.20 Expiration Date: March 26, 2016 Approval Date: April 5, 2012 E-2 2 M Rd - to 0) SERIES 1800 ALUM. FRENCH DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF CURRENT FLORIDA BLDG. CODE SECTION 2003.8.4. r37 1/2" MAX- 1 DOOR FRAME WIDTH 6 3/4" MAX, HEAD/SILL CORNERS M O) S S J ACTIVE CONCEALED FLUSH BOLTS SEE SHEET 5 FOR DESCRIPTION 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR mE m $dam 0 0 0 6 3/4" MAX. HEAD/SILL CORNERS 71 3/4" MAX. DOOR FRAME WIDTH 12" 3" F1 3" FRAME HEIGHT 0 0 o II II 11 _11_/ --117 / 1: / H / - \ LEAF HEIGHT 83" MAX. D.L. OPG. CI I — _ -1___ _11_/ _11_ X11 \ 11 0 I II / II 11 / 11 Xi \ II II \ II II \_11-- ji ii 11 IIi BVI Iv ___II 11 II ` /' / 1) / _ / _ \ — 1 /. Q h 4 � O ,x,___ 0 \ / \ =Ff=== i _ .721:_ \_. \ (;)7_ ACTIVE CONCEALED FLUSH BOLTS SEE SHEET 5 FOR DESCRIPTION 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR mE m $dam 0 0 0 6 3/4" MAX. HEAD/SILL CORNERS 71 3/4" MAX. DOOR FRAME WIDTH 12" 3" F1 3" FRAME HEIGHT 0 0 DOOR OPTIONS 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( XX ) DUAL LEAF DOOR GLASS D.L.O. DIMS. D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 13" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 13.625" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 24")/2 DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr:. JAVA\D AHMAD CML FLA. PE # 79592, C.A.N.1 3533 • • . . ••- • • • •. •4211 • - 0 • . • • . • • • • . .. • as 10*ft MA No Nei* AwiNgwe Oe .OZ r�Mw* � oll -1Z 14 z O 1- I- aQ • o IL CL O � v012o oQ< o c F— aW3� u. �- J (3M_Q < 61 CO a 0 TEL. (305) 264-8100 FAX (305) 883-1309 •• • • 2 0 0 ZO O U S O U 4l am ('a U reW z L T UPDATED FOR 2010 c m o N `Q Lo 0 N 0 O E 102.03.09 0 0 0 0 0 W U 0 date: 09-17-01 dr. by: HAMID ) drawing no. W01-64 (sheet 1 of 15 •••• •� • ••• • r.•. • • •• ••• •• • • • • ••• • /\ p Q I/ \ LEAF HEIGHT 83" MAX. D.L. OPG. CI I — _ / / T1TI _11_/ _11_ X11 \ 11 0 I II / II 11 / 11 Xi \ II II \ II II \_11-- ji ii 11 IIi BVI Iv ___II 11 II ` /' j N \ _ - / y X I I 111 1 / _ / _ \ — 1 1II� FI=== 1 I I \ \\ ACTIVE I Q h 4 � INACTIVE I I DOOR OPTIONS 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( XX ) DUAL LEAF DOOR GLASS D.L.O. DIMS. D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 13" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 13.625" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 24")/2 DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr:. JAVA\D AHMAD CML FLA. PE # 79592, C.A.N.1 3533 • • . . ••- • • • •. •4211 • - 0 • . • • . • • • • . .. • as 10*ft MA No Nei* AwiNgwe Oe .OZ r�Mw* � oll -1Z 14 z O 1- I- aQ • o IL CL O � v012o oQ< o c F— aW3� u. �- J (3M_Q < 61 CO a 0 TEL. (305) 264-8100 FAX (305) 883-1309 •• • • 2 0 0 ZO O U S O U 4l am ('a U reW z L T UPDATED FOR 2010 c m o N `Q Lo 0 N 0 O E 102.03.09 0 0 0 0 0 W U 0 date: 09-17-01 dr. by: HAMID ) drawing no. W01-64 (sheet 1 of 15 •••• •� • ••• • r.•. • • •• ••• •• • • • • ••• • 6 3/4" MAX. HEAD/SILL CORNERS 144" MAX. SURFACE APPLIED FALSE MUNTINS MAY BE USED D.L. OPG. 34" LEAF WIDTH 23 7/8" MAX. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( OXXo ) WITH PANEL SIDELITES 108" MAX. 3" FRAME WIDTH 12" 3" 3" 12" 3" b I1 I 1ISI I 1 1 1 1 1 D.L. OPG. 1 1 I I 1 1{ J ! 1 1 1 I tl / 11 11 / II .IA / Ill \ \ II \ II11 11 J1 / 11 --—=_ __= II \ / \__ B \ '_�\ 11 1J 1--- I 1 ` \ O h O J- 7_17t=7. /- // 1__r \ 11 \ i 1 I/ 1 I 1 1 1 I ACTIVE 1 I 11/1 1 INACLTIVE SIDELITE OPTIONS 16" D.L. OPG. 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( OXXO ) WITH DIRECT SET SIDELITES Engr:. JAVA° AHMAD CIVIL FLA. PE # 70592 C.A.N. 538 3" MAX. HEAD/SILL CORNERS •• • •. .• • •• .•• •• • E. neo • • 0400 • • . sMMer WISED N�1A.p4as te.Mer~ °deN, 11.-1205.67. 7. PatpIrade11 Date CA4 G&lpw 1 "1 Miami Dad r I• rom ego ao .e• O• .. •-. • : SILICONE GE 2800 1/8" ANN. GLASS .090 PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 1/8" ANN. GLASS WINDOW Z_ w co SILICONE GE 2800 .092" ALUM PANEL 5/8" THK. PLYWOOD .092" ALUM PANEL co 2 N• � � Q CE GLAZING DETAILS DOOR #10 X 1" PH SMS AT 6" FROM ENDS AND 18" 0.C. MAX. 6 3/4" MAX. HEAD/SILL CORNERS 39 1/2" MAX. DOOR FRAME WIDTH 36 5/8" MAX. LEAF WIDTH 13 3/4" MAX. HEAD/SILL m ALUM CLAD /PLYWOOD PANEL 27-1/2"1NIDTH MAX. 33-1/V HEIGHT MAX. TYPICAL ELEVATION (X) FOR DESIGN LOAD CAPACITY SEE SHEET 4 SINGLE LEAF DOOR WITH SERIES 2500 SINGLE HUNG WDW. INSERT WINDOW INSERT OPTION 28 1/2" WINDOW WIDTH 25 3/8" D.L. OPG. (FIXED) 8 1/4" 6" MAX. MAX. // // 24" D.L. OPG. 26 1/4" VENT WIDTH HEAD/SILL CORNERS • .0010 • • •••• NOTE: • • SINGLE HUNG WINDOW IS INTEGRAL PART OF THIS DatR' 10 Engr:, JAVAD AH CML ,'FLA. PE # 70592 C.A.N. 3538 . • • . • • • • • • . .. • rucr MEVISEM1 miiii0Mw with die Fk.iik IlRCode f .pe l IIDatet �l?M.1 Awl Dade`P t' z _O F- 6 6 W Q2 t O W ▪ 0 O U I • M aa>M o o NSR. re 0 w3 W UI J�Ma Q 6�� co m N 0 w d 4' w , rn 0 M m m Co' M • • in O N •1 0 0. 'L U rn • •' 0 U O z 0 REV. PER BCCO COMMENTS •& • UPDATED FOR 2010 FBC 4-0 0 N O 0 O O O 0 N 0 0 tV N ') O w 4 0 x 0 n 10 D 0 II M l 2 0 drawing no. WO1--64 (sheet 3 of 15 .••. • •• •••. • •••. • • ..• 4••• • • ••• • •••. • SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCHES) GLASS TYPES 'A', 'B' OR 'D' EXT.(+) INT.(-) 31 1/2 79 3/4 65.0 65.0 37 1/2 65.0 65.0 31 1/2 83 3/4 65.0 65.0 37 1/2 65.0 65.0 31 1/2 95 3/4 65.0 65.0 37 1/2 65.0 65.0 DOOR FRAME WIDTH DOOR FRAME HEIGHT ( X ) DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCHES) GLASS TYPES 'A', 'B' OR 'D' EXT.(+) INT.(-) 60 79 3/4 65.0 65.0 71 3/4 65.0 65.0 60 83 3/4 65.0 65.0 71 3/4 65.0 65.0 60 95 3/4 65.0 65.0 71 3/4 65.0 65.0 DOOR FRAME WIDTH ( X X ) SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCHES) A EXT.(+) INT.(-) 31 1/2 / / / \ \ 65.0 65.0 65.0 / 31 1 /2 (X) 36 18 \ 65.0 65.0 65.0 / ,- 60 (XX) 42 18 a .% \ 48 18 \ 65.0 \ 54 / 65.0 65.0 \ / 30 18 / 65.0 a \ 36 18 65.0 / 71 3/4 (XX) 42 18 \ 65.0 / \ 48 18 65.0 65.0 \ 30 18 65.0 65.0 \ 31 1/2 (X) 36 V 65.0 65.0 ( X X ) SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCHES) 5/8" PLYWOOD .092" ALUM PANEL EXT.(+) INT.(-) 31 1/2 83 3/4 65.0 65.0 39 1/2 65.0 65.0 DOOR FRAME WIDTH DOOR FRAME HEIGHT \ STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF DOOR FRAME HEIGHT (INCHES) DOOR FRAME WIDTH (INCHES) PANEL SIDELITE WIDTH (INCHES) DIRECT SET SIDELITE WIDTH (INCHES) GLASS TYPES 'A', '9' OR 'D' EXT. (+) INT. (-) / / / / / / %. % \ \ \ \ \ 30 18 65.0 65.0 v 31 1 /2 (X) 36 18 65.0 65.0 65.0 65.0 \ 60 (XX) 42 18 / 48 18 65.0 65.0 \ 54 18 65.0 65.0 79 3/4 / 30 18 65.0 65.0 a 37 1/2 (X) 36 18 65.0 65.0 71 3/4 (XX) 42 18 65.0 65.0 \ 48 18 65.0 65.0 / 30 18 65.0 65.0 \ 31 1/2 (X) 36 18 65.0 65.0 60 (XX) 42 18 65.0 65.0 83 3/4 / 48 18 65.0 65.0 30 18 65.0 65.0 •" 37 1/2 (X) 71 3/4 (XX) 36 18 65.0 65.0 65.0 65.0 42 18 30 18 65.0 65.0 31 1/2 (X) 60 {XX) 36 18 65.0 65.0 95 3/4 42 18 65.0 65.0 37 1/2 (X) 30 18 65.0 65.0 71 3/4 (XX) 36 18 65.0 65.0 DOOR SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC. ACTIVE �t ti 18" MAX. DOOR FRAME WIDTH . DIRECT SET SIDELITE WIDTH (X) OR (XX) EXTERIOR SIDELITE WIDTH )- 41 w w 0 cr 0 0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DOOR FRAME SIDELITE WIDTH WIDTH ( XO ( OX DOOR FRAME WIDTH _ _ _ . . . ......._ ...... •• • • • / / • • • • • a/. % i / / / / / / %. % \ \ \ \ \ \ \ \ \ /:. \ % \ / / / / / / \ / v / moi. / a. \ \ / ( XO ( OX DOOR FRAME WIDTH I t 1 iL�ir 7 PANEL SIDELITE WIDTH EXTERIOR DOOR FRAME WIDTH (X) ACTIVE INACTIVE ( OXX ) (XXO) DOOR FRAME WIDTH EXTERIOR (XX) SIDELITE x L.1 SIDELITE WIDTH SIDELITE DOOR FRAME SIDELITE WIDTH WIDTH WIDTH _ _ _ . . . ......._ ...... •• • • • • • • • • a/. % i C / / / / / %. % \ \ \ \ \ \ \ \ \ /:. \ % \ / / / / / / \ / v / / \ / / \ / / moi. / ,j \ a \ / \ \ / \\ \ • / • • • \ / \ •• • \ v / •" 1 I t 1 iL�ir 7 PANEL SIDELITE WIDTH EXTERIOR DOOR FRAME WIDTH (X) ACTIVE INACTIVE ( OXX ) (XXO) DOOR FRAME WIDTH EXTERIOR (XX) SIDELITE x L.1 SIDELITE WIDTH SIDELITE DOOR FRAME SIDELITE WIDTH WIDTH WIDTH •••. • • ( 0X0 ) •••• .. •. •. . . . _ . . . _Jo _ _ _ . . . ......._ ...... •• • • • • • • • • a/. % i C / / / / / %. % \ \ \ \ \ \ \ \ \ /:. \ % \ / / / / / •• a. / v / / / moi. / ,j a / \ \\ • • • • • \ •• • \ t •" 1 •••. • • ( 0X0 ) •••• .. •. •. . . . _ . . . _Jo _ _ _ . . . ......._ ...... •• • • • • • • • • a/. % i C / / / / / %. % \ \ \ \ \ \ \ \ \ /:. \ % \ / / / / / •• a. • v Engr: JAVAO AHMAO 'CIVIL FLA. PE # 70592 C.A.N. 3538 ( OXXO ) 0111001,1CT IMYlf� .s atalsolvkagwi* Ih.11118.0. latldlig cors A• epta.ee N. - 0 'U expiration Reas Miami Dade P tium V a 0 Z a 1 a 0 V rn o M v i M 0 co co o t0 N J0 3 N •••• ac • oa•tea L<i 1`:• (.0 illi Q u w ai S'- Y• • �14") a�v• l 0. • ^•o:z(a•,1• -J a W 0 • • , ( •••• • N 0 GENERAL REVISION MANUF. NAME REVISED ••5 L PER BCCO COMMENTS FOR 2010 FBC 0 0 N O 0 O O 0 0 0 N N O 0 0 W 0 ( ) 0 0 m u 0 0 x • a U drawing no. WO1-64 sheet 4 of 15 •.. �• • • • •• • • • • •• •• • • •• • •• • L z 0] COm 01 N J1..#10 X 3/4" PH SMS II _ AT 5" FROM ENDS AND 12-1/2" 0.C. TYPICAL 1/8" HEAT STREN'D GLASS .090 PVB INTERLAYER SAFLEX MG BY 'SOLUTA' 1/8" HEAT STREN'D GLASS SILICONE GE 2800 GLASS TYPE 'A' SIUCONE GLASS TYPES A, 8 & D GE 2800 GLAZING DETAIL AT DIRECT SET SIDELITE 1/8" HEAT STREN'D GLASS .015" URETHANE ADHESIVE .070" INTERLAYER 'SAF-GLAS' POLYCARBONATE BY 'SECURITY IMPACT GLASS' HINGES: EXTRUDED 1/8" THK AND 7-1/2" LONG TWO—PART ALUMINUM BUTT HINGE (PART No. YH-650), THREE PER LEAF, 11-1/2" FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE AND ONE AT MIDSPAN. LOCK OPTIONS: OPTION #1 STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH (FOR PRE—FABRICATED LOCK STILE PART No. YE -802, WITH 2-1/8" BORE AND 2-3/8" BACKSET TO FIT STANDARD LOCK SET), KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEAF . MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE—CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2" FROM TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS. OPTION #2 MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT ACTIVE LEAF (FOR PRE—FABRICATED LOCK STILE PART No. YE -837) WITH THROW BOLTS CONNECTED TO MORTISE LOCK SET, ENGAGING INTO FRAME HEAD AND SILL AND KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC D1E—CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2" FROM TOP & BOTTOM OF INACTIVE LEAF. NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNI/G. • • • 3/16" HEAT STREN'D GLASS .090 PVB INTERLAYER SAFLEX 111G BY 'SOLITA' .015" URETHANE ADHESIVE 3/16" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS SILICONE LEJGE 2800 GE 2800 i m C9 5/8" MIN. TYP GLASS TYPE 'B' GLAZING OPTIONS SILICONE 0 0 GLASS TYPE 'D' YE -833 YE -835 GLAZING ADAPTER OPTIONS Engr: JAVAD 'AHNIAD. CIVIL FLA. PE # 70592 C.A.N. 3538 •• • • • • •••• • • •• •• • • • • • • • • • • •• • VANN= PAUSES 0641 wNN Mt Merida Rift Code doikeetteme• pm, —/261-62, 111W ( Mimi Owl. TEL (305) 264-8100 3 1 P 0 0 U c C c 0 N J 3 f� gy. te• Q . 8•Lii vQ •' • .•. W• p• . • • M •' �� • •>• • FAX (305) 883-1309 • u) 0 N .> .. •• 0 0. 0 N : 3/4" MIN. THROW BOLT PENETRATION FRAME HEIGHT 0 0 x TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING a 0 J 0 J L 11 ii I I I• :1 ii 1i SHIM SPACE 1BY WOOD BUCK WOOD BUCK TRUCTURE EDGE DIST #10 X 3/4" PH. SMS. AT 4-3/4" FROM ENDS AND 14" 0.C. MAX., TYPICAL EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING OPERATING UNITS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 11/4" DIA, TAPCON BY 'ITA' OR 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD '41-THRU 1BY BUCKS INTO CONC. OR MASONRY vi 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • INTO METAL STRUCTURES • •••• •• • STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINJEf)'}•, #12 SMS OR SELF DRILLING SCREWS INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. •F,.1,($")• ALTERNATE (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. • • • • • •.• • CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING Engr; JAVAD AHMAD CIVIC. , FLA. PE # 70592 C.A.N. •3539 s er rati.. Date Me Dade z 0 I- w Q 2 M 0 w EZ a O 16 02 O'Owm O aao O ) co co• W3 1 JPna M Weil 00 rl 0 WJ cn z o 0 3 • FAX (305) 883-1309 1••• • • • ••• • 11••• c• •) • . • .• • 2 La 0 6 O o cr O 0 6 w rc 3 aix V a W , 2 PER BCCO COMMENTS • ••• • UPDATED FOR 2010 PBC 0 4, V CO ti U N E 102.03.09 F 109.02.10 b 0 N 6 6 0 0 2 U drawing no. WO1-64 sheet 6 of 15 • •• • •. ••• • •. ••• • ••• • o_ 5 a. b (sheet 7 of 15) 1/4" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING W wo 1 /4" MAX. SHIM . TYPICAL ANCHORS SEE ELEV: FOR SPACING ACTIVE 1/4" MAX. SHIM 7 ti 20 a. . 1BY WOOD BUCK D.L. OPG. EXTERIOR LEAF WIDTH DOOR FRAME WIDTH LOCK OPTION 1 OR 19 LOCK OPTION 2 (SEE SHEET 5) • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM 2BY WOOD BUCK OR OOD SUCTURE • • • • • •• • OPERATING UNITS r LOCK . OPTION 1 OR LOCK OPTION 2 (SEE SHEET 5) DOOR FRAME WIDTH —®— ALTERNATE EXTERIOR ACTIVE INACTIVE #10 X 3/4" PH. SMS. AT 4-3/4" FROM END AND 14" 0.C. MAX. TYPICAL O LOCK OPTION 2 (SEE SHEET 5) 3 POINT LOCK ON ACTIVE LEAF OPTION EXTERIOR Engr: JAVAD AHMAD • CIVIL FLA. ;PE # 7U592 C.A.N. 3538 • •••• • • •.•• • • •• •• • • • • • • • • • •. • TYPICAL ANCHORS SEE ELEV. FOR SPACING falifinier PiVISEAO CodsIS with On Me a Maso M. 11-120 7. a ).02 Sapiratiss Osts I /(3/1:7 •LAI 2 10 z O 1- w Q 2 Xo O w a. (Y 0 O ; O E M CY M oo <W O 0�a O Q• W3LL U. wN .j a(MN�_Q Q W ei 2 COMP -ANL\WO1--64AWP vi O 0 0 M M co 0 N v • cer•0.. •. W •• O > •••• (0 •?� E' $1 •®• t\ • —1 co t• Q Q :12v • •••. �• •••• • 1.•• • I•• • } i•• 0 • • p� •.- W ks t 00� ]I••••• • • • ••• • • •• O O. CO 0 a :• • • z 4 Id w 0 MANUF. NAME REVISED REV. PER BCCO COMMENTS UPDATED FOR 2010 0 6 a 0 W 0 0 0 0 0 0 N h 0 0 ,c a W 1. V' 0 ui 0 .0 Y L V i drawing no. WO 1- 64 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING Qtswir— I Ij 11 1 1 • .a' EDGE DIST. SHIM SPACE #10 X 3/4" PH SMS AT 4-3/4" FROM ENDS AND 14" O.C. MAX. SILICONE SILICONE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNITS 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1(t( PANEL SIDELITE INSTALLATION DETAILS #10 X 3/4" PH SMS AT 4-3/4" FROM ENDS AND 14" O.C. MAX. TYPICAL SILICONE #10 X 3/4" PH. SMS. AT 4-3/4" FROM ENDS AND 14" 0.C. MAX., TYPICAL D.L. OPG. PANEL SIDELITE WIDTH SCREWS NOT REQUIRED. FOR SIDELITE/DOOR JAMB CONNECTION DOOR FRAME WIDTH • • • EXTERIOR •• • • • • •• • FRAME WIDTH SILICONE ALTERNATE EDGE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING Ertgr: JAVA!), IHMAO CIVI FLA. PE # 70592 C)aN;)3530 MUCT REVIVAL) pp Medi,. � 1 —1705Eatplrosiss that . )1-7 thint e..aa w 0 0 0 1.12J COMP-ANL\W01-64AWP) .2. U N 1 Z0 co co Oiii_ N J 0 3 () 5 1 8 •Q 0 34142 co" cci • N 0 .N .> L_ •••• •• • •••• • ••• • •. • •• ••• •• • ••• • •1•••• • • a) D v 0 N 0 0 0 0 O 0 0 N 0.1 0 0 o w w co x O 0 o_ x .o , c ) drawing no. WO1-64 sheet 5 of 15 ) •) (sheet 9 of 15) EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING a 0 J 0 rt 41 k G CHANNE OPTIONAL I .1 ij II •1 11 - 1 1 SHIM SPACE o, ° ° Q Q'' • EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE UNITS DIRECT SET SIDELITE INSTALLATION DETAILS 1 /4" MAX. • .. SHIM , °- r ao• W4s .n 16" MAX. D.L. OPG. DIRECT SET SIDELITE WIDTH SCREWS NOT REQD. FOR SIDELITE/DOOR JAMB CONNECTION DOOR FRAME WIDTH FRAME WIDTH .Engr: JAVAD' AHMAD, CIVIL FLA. PE.,# 7092 C .A.N:536 (Q" • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • VMliCt lii/'1WS s with dm Mbrid& Assioptoi�i•df I,t NO t \ —1207. D awns., Dot jam` fly .;4l, -,t, I,LLyam, Miami Dide PMaaoetCo.m m14y� 1 .11° z _ow I: 6 W Q2 M O Ow atx� o f O 1;-4 O a• <a o tz- a Q w LJ f!1 J C. < co 0 co COMP-ANL\W01-64AWP c 0 vi O w N Q• • 434 (0 FAX (305) 883-1309 a �•©•Q •• ••• m • r7 d' •zi-� O,� �• • 11•• 41 .. 1 • o• �• ••• w D a •• � OD • • in 0 .0) 11 1• C 0 Q U w d v •• • • • GENERAL REVISION MANUF. NAME REVISED REV. PER BCCO COMMENTS UPDATED FOR 2010 FSC 0 .a: 0 0 0 N 0 0 O 0 0 0 0 0 N I[) 0 0 0 W 0 0 .v. `U• drawing no. WO1-64 • • 0 DOOR FRAME HEAD 4-.250 .969 .121 -J.7811-0- -1.547 J.781F-0---1.547 22 PRESSURE PLATE 12 GLAZING CHANNEL .718 050 1.700 .972 x-.513 F1.5941 375 1.262 1.494 --II 0 SNAP CAP .513-- 973 ' 2t7 973 _d__.II 1.5141 I_1 0 .050 I� �I ¢ .050 .653 13 14 -A 1.087 EXT. GLAZING LEG INT. GLAZING LEG r-1.704 �{ 0 TOP/BOTTOM RAIL 4.136 4.282 .070 07 HINGE STILE (5) #10-24 X 1/2" FH. MS. STAINLESS STEEL (THREAD CUTTING) 0 o o o 01! 111111 III0 �riI �� 111 II • DESCRIPTION � 0 1 YE -832 0 In DOOR FRAME HEAD/JAMB 6063-T6 0 0 0 til 2 YE -810 .1 8 6063-T6 - 2A YE -1820 .450 3.555 0 uJ N 21 HINGE ASSEMBLY 4,151 2.124 L .070 4.871 0 LOCK STILE 1.834 4.000 1.500 2.125 .535 1.490 O SIDELITE FRAME ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 YE -832 1 DOOR FRAME HEAD/JAMB 6063-T6 - 2 YE -810 1 STD. THRESHOLD 6063-T6 - 2A YE -1820 1 HI -RISE THRESHOLD 6063-T6 - 2B YE -840 1 OPTIONAL THRESHOLD 6063-T6 - 5 YH-809 AS REQD. SIDELITE FRAME 6063-T6 - 6 YE -801 2/ LEAF DOOR LEAF TOP AND BOTTOM RAIL 6063-T6 - 7 YE -803 1 DOOR LEAF JAMB - HINGE SIDE 6063-T5 - 8 YE -802 1 DOOR LEAF - LOCK SIDE 6063-T5 - 8A YE -837 1 DOOR LEAF - LOCK SIDE (3 POINT LOCK) 6063-T5 - 9 YE -806 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL 6063-T5 - 10 YE -816 AS REQD. COVER PLATE 6063-T5 - 12 YE -824 4/ LEAF GLAZING CHANNEL 6063-T6 - 13 YE -835 AS REQD. EXTERIOR GLAZING LEG 6063-T5 - 14 YE -833 AS REQD. INTERIOR GLAZING LEG 6063-T5 - 15 YH-623 AS REQD. GLAZING GASKET VINYL DUROMETER 75 SHORE A 16 YH-4004 AS REQD. WOOL FIN WEATHERSTRIPPING (.187 X .260) - ULTRAFAB 17 YH-622 AS REQD. BULB WEATHERSTRIPPING (.198 X .260) VINYL DUROMETER 75 SHORE A 19 GU 1/ACTIVE LEAF 3 POINT LOCK MECHANISM (OPTIONAL) S. STEEL - 20 YH-610 AS REQD. FLUSH BOLT ASSY. SERIES 1202 ZINC DIECAST 21 YH-650 3/ LEAF BUTT HINGES, AT 11-1/2" FROM ENDS & MIDSPAN ALUMINUM WITH SS PIN 22 YE -805 4/ LEAF PRESSURE PLATE -TIE ROD 6063-T5 2-1/2" LONG 23 YH-630 2/ LEAF 3/8" DIA. THREADED ROD STEEL - 24 YH-618 2/ LEAF 3/8"-16 HEX FLANGE NUT STEEL - 25 YH-641 AS REQD. INSTALLATION SCREW HOLE CAP PLASTIC - 26 YE -842 2/ LEAF FLUSH BOLT GUIDE, 1-1/2" LONG 6063-T6 - • • • • • 27 YH-656 2/ LEAF FLUSH BOLT ADJUSTMENT PLATE S. STEEL - • • • 28 YH-681 1 PROTECTIVE BOX NYLON - • 29 YH-616 1 LOCK SET ASSEMBLY - LEVER OR KNOB TYRES • 30 YH-617 1 DEADBOLT ASSEMBLY - • • - •••• 31 YH-816 AS REQD. INSTALLATION SCREW COVER STRIP 6063-T6 -_ • • 32 YH-808 AS REQD. SIDELITE FRAME MULLION 6063-T6 _ _ _ - 4.189 .070 1.834 2.124 4.862 H LOCK STILE (FOR 3 POINT LOCK OPTION) 1.990 .110 .500 .078 4.000 0 STD. THRESHOLD 1.500 -l.sso- II 110 2 610 .500 .078 4.000 ---ftI 0 HI-RISETHRESHOLD r -1.990--I .10 .500 r .078 4.000 1.500 26 OPTIONAL THRESHOLD • • • • • • • •• • rlstmiCi WISED SSwith the !'levilk itsplrodas sae -7ahlig,Lettei`oLett147V J o . z w Q 2 M O0.ixw O 8 M W o 0.Q Q o oc eg O Q Id . u. z N - _J 'a Q w� a. co co 0 J a 0 0 0 c ) 8 • 3 Z t/1 D EZP 'id = t+� a• 1- m . gf,trq o ••••Z W �• • J .r, •, • D4 -LJ J to to▪ e (305) 883-1309 • in 0 N 0) i • •• O 0 v 0 y X w O 1 0 z i• MANUF. NAME REVISED REV. PER BCCO COMMENTS "V• •• • UPDATED FOR 2010 0) 0 v 1. 0 ai O 0 0 0 0 0 0 0 N 0 0 .0 0 w 0 dr. by: HAMIO U drawing no. WO 1- 64 [sheet 10 of 15 ••• •• ••• • ••• • •• • •• ••• •• • ••• • ••• • (4) #10 X 1" PH SMS FRAME UPPER CORNER (3) #1O x 1" SMS EXTERIOR FRAME LOWER CORNER 3/8" DIA. STEEL THREADED ROD FULL LENGTH PRESSURE PLATE 2-1/2" LONG 3/8" NUT AT EACH END OF ROD DOOR LEAF CORNER 'Engr. JAVAO, AH CML' FLA. PE .7Q38592 • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • ? LiUCT I &VISE we 'applying with the Pica b. flaidlite Coals Mariann No 11^12el.62- Sae c L11 lei fade l FAX. (305) 262-6978 a: g O W 0 ¢ (0 • a •.w ,~d. M `4..•• •� I\ I ,• •�f . J 0 • •� L1-. • I•• ogo • z 6••e•I I•• N• O J tr.), • • FAX (305) 883-1309 • • • • • • • O 0. L 0 N • •• z 0 0 Z • W MANUF. NAME REVISED 2 0 0 .�i •• • s N qO O n 0 ` O O .0 0) 0 M 0 0 0 N N O 0 W 0 S 0 0) 0 0 v 0) dr. by: HAMID drawing no. WO1-64 sheet 11 of 15 II • .•• • .•• • STAINLESS STEEL FLUSHBOLT ADJUSTING PLATE WITH (2) #8-24 x 1/2" FH. UNDERCUT SMS. COVER PLATE WITH DOUBLE ROW FIN SEAL WEATHERSTRIP 2" LONG ALUM. FLUSHBOLT GUIDE. ATTACHED TO FRAME STILES AT TOP (SHOWN) AND BOTTOM. CONCEALED FLUSH BOLTS (2) #10-24 POINT B UNDERCUT, FH. MS TOP FLUSHBOLT ASSEMBLY (2) #10-24 POINT B UNDERCUT, FH. MS FLUSH BOLT GUIDE AND ADJUSTMENT PLATE ASSEMBLY 1-1/2" LONG ALUM. FLUSHBOLT GUIDE, ATTACHED TO FRAME STILES AT TOP AND BOTTOM (SHOWN) CONCEALED FLUSH BOLTS COVER PLATE WITH DOUBLE ROW FIN SEAL WEATHERSTRIP STAINLESS STEEL FLUSHBOLT ADJUSTING PLATE WITH (2) #8-24 x 1/2" FH. UNDERCUT SMS. BOTTOM FLUSHBOLT ASSEMBLY EXTERIOR • • • • • •• • • • •••• •• •• . • ••• • • • • • •• •• • till j&WC7 REVISED *Rh He 1111,46 Cook Ms p**i ee UH 0 • L- empiruN"i` Doe .....�. 7"or C4NMI* eintlW. Engr: JAVAD AR. MAD ' CML FLA. PE # 70592 C.A.N. 3538 J Z O - Z LU LC C 'Q t V • M o o o N2 • 0 Q W3W J am¢ FAX, (305) 262-6978 SOLUTIONS, LLC gam •• ton •Ng• s• •. • z r• �j •O 071 W • • (305) 883-1309 • • • • N • • O a4 w • a U O V m a ••• • • I•• • I•• • 1• • • I•• )• •I 111.1 co 0 O N 0 LL T .A 4 0 0 0 O 0 0 0 O 0 O 0 W U' 09-17-01 II M U N drawing no. WO1-64 (sheet 12 of 15 • I•• • 1•• • drawing no. WO 1— 64 l • 3/4" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING P ' #10 SMS SEE ELEV. FOR SPACING #10 X 3/4" PH. SMS. AT 4-3/4" FROM ENDS AND 14" O.C. MAX., TYPICAL SINGLE (X) OPERATING UNITS W/ S.H. WDW. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WEEPHOLES: W1 = 1" LONG WEEP NOTCH AT EACH END TYPICAL ANCHORS SEE ELEVATIONS. FOR SPACING • Engrt JAVAJAVAD ,AHMAD, CML FLA. pE # 7059 C.A.N. 538 11 • • • • , •• • • •••• •• •••• • • •• •• • • • • • • • • • • •• • miner RitYilfili� as deopktios with IIo! iPfeMiik. Code Aselopeamme 201 Capitation Dow7 Miam• i Dade 411 U z O E - F" Z W a2 re O O w W X o 8 V 0 m CYRwo O O �� O d LL u.h MQ Q w1E 0 1-1 N 0 J • • 0 L_ •• • • 1•• • ••• • .• 1•• 1•• ) • • •I• • • 0 QJ W • 0 NV 0 N 0 0 00 N 0 0 0 0 N 0 0 fH _WN 0 LL 0 2 II I ) (sheet 13 of 15 • • O 00 • ••• 1/4" MAX. SHIM 2BY 'DOD BUCK OR WOOD s UCTUR VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK 1/4" MAX. SHIM LOCK OPTION 1 OR 0 LOCK OPTION 2 (SEE SHEET 5) O TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OPG. S.H. WINDOW WIDTH LEAF WIDTH DOOR FRAME WIDTH LOCK OPTION 1 OR • 0 LOCK OPTION 2 (SEE SHEET 5) #10 SMS SEE ELEV. FOR SPACING PANEL WIDTH EXTERIOR LEAF WIDTH DOOR FRAME WIDTH l/4" MAX. • > SHIM TYPICAL ANCHORS SEE ELEV. r FOR SPACING H) 1/4" MAX. SHIM SPACE • N • 0 e'W A• 6 • . .w l METAL STRUCTURE • o 01— C) wo — o TYPICAL ANCHORS SEE ELEV. FOR SPACING JAVVA° AHMAO l 1V,1v FLAT �+t,1 I• '70592; •C.A.N. 3536 Il, I„ • • • • • •• • • •••• • . • •••• • • •• •• • • • • • • • • • • •• • rL&ODUCT REVISED Y ieipplying wiM1 the nest*. * iidli4 Codi AcisIptrne N0— 1 .0 2 gusksitiois Dr" Lill !s41 It emu z O I— w w Q 2 cc O o rdt O 8 ✓ o M • W o - <o o t's� • O Q W3Li- J t�MQ Q W�2 COMP-ANL\W01-64AWPP W • cn• J - 0 MVf _ I o 03 0 O �, Y rJJ °`i = r7 r C • __1 d• z> o W o8 n r ,— LIJ .N co M 0. . ••• • • • 4 ••• • 4 ••• • / •• • • •• N c 0 0, .> •• O a 0 N -a w N z 4 0 0 z GENERAL REVISION w Lt: 2 REV. PER BCCO COMMENTS UPDATED FOR 2010 .0 O -o N O 0 O cnM IV 0 0 O 0 N t1 0 0 c 0 w 09-17-01 ei V dr. by: HAMID drawing no. WO 1— 64 sheet 14 of 15 • • • i • • • • • • j.___2.22O .055 .889 .860 f ->- to FRAME HEAD 1.327 .827 4A FIXED RAIL .999 1.187 .055 I 1,625 .812 h" - 5A VENT TOP RAIL 0 VENT BOTTOM RAIL O FRAME SILL 1.125 r 1.070 .055 812 7A VENT SIDE RAIL .930 r_ 2.104 L 1.292 .055 .812 1.179 L- 4-1.617 0 FRAME JAMB S.H. VENT CORNER D AiL ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1A YE -169 1 FRAME HEAD 6063-T5 - 2A YE -167 1 FRAME SILL 6063-T5 - 3A YE -102 2 FRAME JAMB 6063-T5 - 4A YE -152 1 FIXED RAIL 6063-T5 - 5A YE -151 1 VENT TOP RAIL 6063-T5 - 6A YE -168 1 VENT BOTTOM RAIL 6063-T5 - 7A YE -92 2 VENT JAMB 6063-T5 - 8A YB-4 AS REQD. GLAZING BEAD ALUMINUM ROLL FORMED 10A - 2/ VENT BLOCK & TACKLE BALANCE - - 11A YH-622 AS REQD. BULB VINYL - SINGLE ROW PVC DUROMETER 75 SHORE A 13A YH-509F AS REQD. PILE-SCHLEGEL .187 X .250 - FIN SEAL (DOUBLE) 14A YH-504 2/ VENT VENT LATCHES NYLON/CELCON AT 11" FROM ENDS 14M YH-515 2/ VENT CAM LOCKS ZAMAK AT 11" FROM ENDS 15A #10 X 3/4" 8 FRAME ASSEMBLY SCREWS CRS PLATED, PH SMS 16A #8 X 1" 2 FIXED RAIL SCREWS CRS CAD PLATED, PH SMS 17A #8 X 1-1/4" 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PLATED, PH SMS 18A YH-590 1 REINFORCING BAR (.625 X .312") STEEL - SINGLE HONG WINDOW INSERT FOR SINGLE (X) DOOR 3/4" WEEP NOTCH AT EACH END OF SCREEN RETAINING LEG .Engr: JAVAD AHMAD CIVIL • '. • FLA. PE #`70592 C.A.N. 353:e RQ 95 S.H. FRAME CORNER DETAIL • • • • • •• • • • •••• • • •• •• • • • • • • • • • a •• • es eeloplyiiii wide die Pled*. vz- Itsviradee V z O ►— a� d'• El J O. IX 0 0 ✓ Q M • W M O CC O 2 O Q W3 U1 ▪ in 2 Q w�E FAX. (305) 262-6978 O o_ CD co 0 I 0 0 0 ( ) co O ▪ M z co co J M N W < • 3'z�43 •OD •• a • • •• • •• • 1S • ••• O N 1 • O a .r_ U v •• 0, 0 • • 0 a 3 REV. PER 8CC0 COMMENTS UPDATED FOR 2010 FBC T .Q a) 0 0 N O 0 O O 0 0 O O O (V N 1(1 O 0 0 O w U' x 09-17-01 1) oo N. M 0 N dr. by; HAM ID a u ( ) drawing no. WO1-64 sheet 15 of 15) • • D C • 1 CLOPAY MODELS 84A, 94, 98, H94 IDEAL MODELS 4F, 4RST, H4ST® HOLMES MODEL 48 kk DOOR HEIGHT NUMBER OF SECTIONS* 6'0" TO 7'0" 4 7'6" TO 8'9" 5 9'0" TO 10'6" 6 10'9" TO 12'O" 7 - SECTIONS ARE EITHER 18" OR 21" HIGH 2 92 Wok =8 Q 058 —w X = I I o J „.....,,,DETAIL '0' SECTION B—B A OPTIONAL IMPACT RESISTANT GLAZING ONE ROW OF IMPACT -RESISTANT GLAZING INfE THER TOP SECTION (SHOWN) Qg NEXT -TO -THE -TOP SECTION (NOT SHOWN). MAX. GLAZING SIZE IS 18-1/2" x 11". GLAZING IS INJECTION MOLDED GE LEXAN 5LX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. SEE SECTION B -B FOR ASSEMBLY DETAILS. ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ PATENTED TOG -L -LOC SYSTEM (TOP & BOT) AND URETHANE ADHESIVE (ALONG CENTER). 0 0 110 SPECIAL FASTENER REOIREMENTS FOR DOORS WIN OPTIONAL IMPACT RESISTANT LITES FOR THESE (2) LOCATIONS FOR CENTER STRAP ON EACH SECTION. SEE SIDE VIEW A—A FOR DETAILS. y 1 �( iyy 0 y rI �j'�la• LOCATION OF OPTIONAL VENTS. AREA OF VENTS NOT ® TO EXCEED 120 SQ. INCHES. END STILE INTER. STILE OUTSIDE HANDLE OUTSIDE KEYED LOCK LOCK BAR LOCK OPTION 2-3/4'�I 1 -- AI 7 -_F_____ -1/T 0 01•J` O OPTIONAL OUTSIDE KEYED LOCK POSITION 6"x2 -1/4"x12 GA. GALV. STEEL PLATE. BONE PER C—CHANNEL. SEE VIEW "E". MAX. DOOR WIDTH = 16'-2" INSIDE ELEVATION$ LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR INTER. STILE OUTSIDE KEYED HANDLE 2-1/4' �I #14x5/8" SHEET METAL SCREWS I— A 1 /4"x3/4" SELF TAPPING SCREWS 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE VIEW "B" VIEW "C" END STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION 7-1/2' I INSTALLER MODEL RETAIL MODEL DESCRIPTION 94, , H4ST 4R 4RST, 84A, 48 WOODGRAIN TEXTURE, RAISED PANEL, GALV. INTER. STILES 98, 4F - WOODGRAIN TEXTURE, FLUSH PANEL, GALV. INTER. STILES A ©DETAIL 'D' OPTIONAL DECORATIVE SNAP -M INSERT. 0.188 IMPACT RESISTANT ONE-PIECE INJECTION MOLDED GE LEXAN SLX2432T FRONT FRAME k GLAZING. 1 -PC END STILE CONFIGURATION: (SEE ILLUSTRATION BELOW) 16 GA. GALVANIZED 1 -PC DOUBLE END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC OUTSIDE EDGE OF 18" SECTIONS & (6) ALONG OUTSIDE EDGE OF 21" SECTIONS. A ALTERNATE 2 -PC END STILE CONFIGURATION,: (SEE ILLUSTRATION BELOW) 16 GA, GALVANIZED END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM [(2) AT TOP INSIDE, SECTIONS & (6) ALONG OUTSIDE EDGE OF 21" SECTIONS] AND SEPARATE 18 CA. GALV. INNER DOUBLE END STILES TOG -L -LOC SYSTEM. © (2) 12 GA. GALV. STEEL TOP ROLLER BRACKETS (2-1/2" x 5-3/8"). EACH BRACKET ATTACHED W/(4) #14x5/8" SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS AND NUTS PER BRACKET. 2 PAGE 1 OF 3 MULTIPURPOSE HIGH BOND TAPE (BETWEEN FRAME ANO FACADE). OPTIONAL. DECORATIVE FRONT FACADE GE SSG4000AC STRUCTURAL. SIUOONE SEALANT. POLYSTYRENE RETAINER FASTENEO TO FRAME WITH (10) /0 x 3/4' PMI HEAD MACHINE SCREWS. 1 REV DATE DESCRIPTION 9 12/7/2005 MIN YIELD WAS 38KSI. ADDED BRACKET LOCATIONS. 10 11 12/7/2005 05/19/2006 ADDED 1 PIECE DOUBLE END STILE MIN YIELD WAS 37.2KSI; REVISED LOCK NOTE; DWG WAS (2) SHEETS; DESIGN ENGINEER WAS M. WESTERFIELD. 12 09/11/2006 UPDATED PER M -D COMMENTS 13 12/13/2006 REVISED MIN YIELD PER M -D COMMENTS (WAS 34.6KSI) 14 06/16/2008 ADDED OPTIONAL IMPACT RESISTANT LITES. 15 01/06/2012 AFFIRMED COMPLIANCE WITH FBC 2010. SYSTEM, (2) AT TOP INSIDE, (2) BOTTOM INSIDE, (4) ALONG VIEW "C" VIEW "B" LOCK POSITION (BOTH SIDES). TWO POINT LOCKING REQUIRED. LOCKS HAVE 5/8" MIN. ENGAGEMENT. SEE LAYOUT OF EACH LOCK OPTION BELOW. DOORS WITH 2" TRACK USE (2) STACKED LHR BRACKETS (2-1/2"x5"x 12 GA.) AS INNER BOTTOM BRACKET ATTACHED WITH (2) 1/4"x3/4" SELF TAPPING SCREWS. SPOORS WITH 3" TRACK USE USE (1) 3 -IN ROLLER CARRIER (1-1/8"x2-1/4" x 12 GA.) AS INNER BOTTOM BRACKET ATTACHED WITH (2) 1/4"x3/4" SELF TAPPING SCREWS. SHIP LAP JOINTS SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK 24 GA. (0.0239" MIN. THICK) DOS STEEL (MIN. YIELD STRENGTH:�r, 37.2 KSI) EXTERIOR SKIN WITH G-40 GALVANIZING, BAKED -ON QQSS PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL SKIN. (ASTM No. A653). 64-g DESI ENGINEER%*`i;" SCOTT' HAMILTON, FJ.E. FLORIDA LICENSE No. 63286 DESIGN LOADS: +46.6, P.S.F. & -52.0 P.S.F. 1 -PC END STILE CONFIGURATION (ILLUSTRATED) 16 GA. 1 -PC DOUBLE END STILE I— 2" THICK 12 GA. GALV. STEEL TOP ROLLER BRACKET. SEE INSIDE ELEVATION FOR FASTENER DETAILS. A © 16 GA. END STELE —\ 18 GA. INNER DOUBLE END STILE (2) BOTTOM INSIDE, (4) ALONG OUTSIDE EDGE OF 18' ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED ALTERNATE 2 -PC END STILE CONFIGURATION (ILLUSTRATED) AT THE LOCATIONS NOTED ON INSIDE ELEVATION, ATTACH THE 6"x2 -1/4"x12 GA. STEEL PLATE TO THE UNDERSIDE OF THE THE C -CHANNEL WITH (4) 1/4"x3/4" SELF TAPPING SCREWS. 6"x2 -1/4"x12 GA. GALV. STEEL PLATE. ONE PER C -CHANNEL. SEE VIEW "E". 14 GA. GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W/(4) #14x5/8" SHEET METAL AND (4) 1/4"x3/4" SELF TAPPING SCREWS. SEE VIEW "B". REVISED Building Code complying with the Florida AcceptanceNo x -v 20 C Expiation� —6:—* • •• • •••• • ••• • VIEW "D• • • • 6" TALI • • C-CHAAI41E141 411% GA. ' • • • • 0410• • • •••• • • 2-172" • 5/8". (TYP • GALV. acct.. • • • • • • • • f •� • •' • • 4 •• • • • • ONE 6" TALL C -CHANNEL PER DOOR SECTION. (SEE VIEW "0") C-CHANrIL1. ATTACHED NE:RA.CH STILE LOCATION WITH (1) 1/4"x3/4" SELF TAPPING SCREW. •• • 1-1/4" WIDE x 16 GA. GALV. STRAP. (7) PER DOOR SECTION. OPTIONAL: (8) STRAPS ON 2ND (LOCK) SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4"x3/4" SELF TAPPING SCREWS (TWO SCREWS TO DOOR, ONE SCREW TO C -CHANNEL). SPECIAL REQUIREMENTS FOR DOORS WITH OPTIONAL IMPACT RESISTANT JJTES: FOR STRAPS AT CENTER AOF DOOR. TOP AND BOTTOM SCREWS SHALL BE REPLACED BY 1/4-20x5/8 AND FASTENED WITH (1) 1/4" NUT EACH. A CLEARANCE HOLE (9/32" DIA.) MAY BE DRILLED FOR EACH FASTENER. 12 GA. GALV. STEEL BOTTOM BRACKET (3-1/2"© x 5-1/2") ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. A THIS PRODUCT CONFORMS TO THE REQUIREMENTS OF THE 2007 AND 2010 FBC. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) CIpay Building Products Company TOLERANCES Unless Stated Otherwise .00 = ±.03 .000 = f.015 .0000 = ±.007 Degrees = ±1/2' SCALE, NOTED DATE, 2/15/95 PAGE' 1 OF 3 MAX. SIZE 16'2"W x 12'0"H 4 3 CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770-4800 DRAWN BY, MWW DESCRIPTION! DOUBLE CAR W8 HURRICANE PAN DOOR CHECKED BY, SH B DRAWING NUMBER, 101300 VER' MD B A L CLOPAY MODELS 84A, 94, 98, H94 ® REV DATE DESCRIPTION IDEAL MODELS 4F, 4RST, H4ST® PAGE 2 OF 3 15 - SEE REVISION HISTORY ON SHEET ONE HOLMES MODEL 48& TRAC'K AND JAVI 3 CO\ F-IGJ CATION TRACK CONFIGURATION: DOORS UP TO 8'0" HIGH STANDARD HEIGHT MODELS 48, 84A, 94, 98, 4RST, 4F TRACK CONFIGURATION: DOORS 8'3" TO 12'0" HIGH EXTENDED HEIGHT MODELS H94, H4ST, 98, 4F A HORIZONTAL ANGLE ATTACHED WITH (1) 3/8" X 3/4" CARRIAGE TO FLAG BRACKET BOLT. © CENTER HANG REQUIRED �D00RS OVER 8' HIGH. FOR HORIZONTAL TRACK SUPPORT © i r, HORIZONTAL TRACK A BY DOOR INSTALLER (TO SUIT). 1-1/2" X 1-1/2" SUPPORT BY DOOR cm `E` HORIZONTAL ANGLE ATTACHED TO FLAG BRACKET WITH (1) 3/8" X 3/4" CARRIAGE BOLT. HORIZONTAL ANGLE. INSTALLER (TO SUIT). 3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK feI tom: DOUBLE TRACK LOW HEADROOM 15 AVAILABLE AS AN OPTION 2' THICKNESS: 0.101". ANGLE THICKNESS: 0.080". [Ft 13 GA. GALV. STEEL FLAG BRACKET. VERTICAL/HORIZONTAL TRACK 14" MAXIMUM SPACING JUNCTION. TWO 1/4" BOLTS -•----...„g\HORIZNTAL)/ / TRACK ATTACHED TO VERTICAL TRACK '� WITH 2 1 4" X 3 4" BOLTS AND NUTS. ( SECTION VIEW OF TRACK AND HORIZONTAL ANGLE. z 0SLOT & NUTS FOR EACH TRACK. FROM LAST MOUNTING TO TRACK JUNCTION. © 2" X 2" HORIZONTAL ANGLE. m 76"(7'6"H & 8'0"H DOORS ONLY) TRACK FASTENED TO ANGLE w x i WITH 1/4" RIVETS AT 24" MAX, O.C. SPACING. _ _ MOUNTING SLOTS a 8 ` 63" DOOR "L' O SPACED AT 12" CENTERS. DOOR VERTICAL 3' 2" GALV. STEEL TRACK, HEIGHT o HEIGHT TRACK LENGTH 6'-6" 70 „ 9 -0 96" _I 4 I TRACK THICKNESS: ''_0" 76" II 10'-0 10r e 50" 0.083". 7'-6" 82" H -12" ON CENTER " SECTION VIEW OF TRACK "L" ' 8"-0" 88" s 12'-0 132 AND HORIZONTAL ANGLE. w (.1 c� 38" 46" ; ;:. TRACK FASTENED TO ANGLE MAX. 1/4" C. SPACING.RIVETSAT 24" z TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKETS. z a I' 24` (6 TRACK BRKTS PER SIDE FOR ODORS UP TO 7'0" HIGH). (7 TRACK BRKTS PER SIDE FOR DOORS 7'3" TO 8'0" HIGH). �� c i0" II_ z w o 34" NE. g" TRACK BOLT AND NUT AT EACH MOUNTING SLOT LOCATION. 1111111111111 .,;I_i,="f IW11r 3-1/2"® 22" ONE 5/16" x 1-5/8" LAG SCREW SPACED AT THE SAME DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2", 10", 22", 34", 10" 46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16", 28", & 40" 3 1/2" VERTICAL/HORIZONTAL SCREWS LOCATED ABOVE /HOR ZONTAL TRACK UNCTION. •••• -• JAMB CONFIGURATION: DOORS UP TO 8'0" HIGH STANDARD HEIGHT MODELS 48, 84A, 94, 98, 4RST, 4F ----• --• • • • _ •• • • • • JAMB CONFIGURATION: DOORS 8'3" TO 12'0" HIGH •, EXTENDED HEIGHT MODELS H94, H4ST, 98, 4F • 1" DOOR OVERLAP (EACH SIDE) © A2-1/2" MIN. -- STOP MOULDING BY DOOR INSTALLER (TO SUIT). 1" DOOR OVERLAP (EACH SIDE) • • 4 •• • •... • • • • .••. • • 41 • • • • • . . • • • • • • • • 41 • • • 2x6 SYP WOOD JAMB. SEE 16 GA. GALV. 1 -PC DOUBLE STEEL END STILE (OR ALTERNATE 2 -PC CONFIGURATION, © ® 2-1/2 MIN •• • • • • •MOULDING JAMB PREPARATION NOTE" ON "��86� ;� �� SEE SHEET ONE)A ® 20 GA. GALV. STEEL INTER. STILE. (1) INTER. 2x6 SYP W000 JAMB. SEE "JAMB n! STOP BY DOOR INSTALLER (TO SUIT). • • 16 GA. GALV. 1 -PC DOUBLE STEEL END STILE i0 ALTERNATE 2 -PC • • SHEET THREE. �r �� /1L Rl STILE BETWEEN PREPARATION NOTE" ON ��d%;;; CONFIGURATION, SEE SHEET ONE)A •• • • EACH EMBOSS (SEE INSIDE SHEET THREE. - r • . 20 GA. GALV. STEEL•IN�f�if�.•STILE. (i) 8 ►" ELEVATION ON SHEET ONE). DOORS 16'2" WIDE��, 2-1/2"x12 GA. GALV. STEEL TRACK �� HAVE (7) INTER. STILES PER SECTION. A INTER. STILE BETWEEN? EACH EMBOSS (SEE INSIDE ELEVATION ON SHEET BRACKETS FASTENED TO WOOD JAMB WITH 5/16"x1-5/8' LAG SCREWS NOT TO EXCEED 14" 0.C. MIN. OF (9) LAG SCREWS REQUIRED. e2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH TWO 1/4" DIA. RIVETS.®" PitelitbefttIMED 1.47.416.7k., d.I' ® 18 GA. GALV. STEEL CENTER HINGE 7/16" I.D. ROUND FASTENED TO INTER. STILES W/(4) EACH PUSH NUT FASTENER. #14x5/8" SHEET METAL SCREWS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH 14x5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. 2 10 BALL LONG STEM STEEL ROLLER WITH STEEL OR NYLON TIRE. —. 1-5 8" x 2-3 8" MIN. x 0.080" TAPERED / / ANGLE. SEE LAG BOLT MOUNTING AT TRACK 'liF CONFIGURATION. 0.101" THICK 3" GALV. STEEL TRACK FASTENED TO TAPERED ANGLE. TRACK ATTACHED TO TAPERED ANGLE WITH ONE 1/4"x5/8" BOLT & NUT AT EACH MOUNTING SLOT. ONE). 111111111111M/MIEDOORS 16'2" WIDE HAVE (7) INTER. I'I'T''I�I.'., ® 'Ie�Ii STILES PER SECTION. 18 GA. GALV. STEEL CENTER HINGE 7/16" I.D. ROUND FASTENED TO INTER. STILES W/(4) EACH PUSH NUT FASTENER. #14x5/8" SHEET METAL SCREWS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. 3" DLA. 8-1/2' LONG STEM BALL BEARING STEEL ROLLER. so cost** with*. Florida Budd* Cods •� ///1 Acceptant, o • Iii zo ASL! TOLERANCES .00 = ±,03 Unless Stated Otherwise .000 ±.015 SCALE, NOTED PAGE. 2 OF 3 MAX. SIZE 16'2"W" x i20H LJL//J LL`V l iPfrI'�(p® Clopay _ DATES f /2 2/15/95 DESCRIPTION. SCOTT HAMILTON, P.E. De.0000 grees = .. FLORIDA LICENSE No. 63286 Product Coned Building Products CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. DRAWN BY. MWW DOUBLE CAR W8 HURRICANE PAN DOOR DRAWING NUMBER, VER. DESIGN LOADS: +46.6 P,S.F. & -52.0 P.S.F. Company MASON, OHIO 45040 (513) 770-4800 CHECKED BY. SH B 101300 MD , L CLOPAY MODELS 84A, 94, 98, H94 A IDEAL MODELS 4F, 4RST, H4ST® HOLMES MODEL 48 JA V3 ATTACHViI\T 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT: NOTES 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2) ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 3) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +372.8 LB & —416 LB. PER LINEAR FOOT OF JAMB. ® 4) A 1/3 STRESS INCREASE FOR WIND LOAD WAS IjQJ USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. MAX. 0.C. t© 1/2 MAX. 0.C. HORIZONTAL JAMB (NO LOAD FROM DOOR) FASTENER //- ii 2x6 VERTICAL JAMB PAGE 3 OF 3 A\D SUDOTI REV DATE DESCRIPTION 15 SEE REVISION HISTORY ON SHEET ONE G STRUCTU E WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE #2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fb) FOR DOORS UP TO 8'0" HIGH AND NOT LESS THAN (4) 2x6 PRESSURE TREATED GRADE #2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fb) FOR DOORS 8'3" TO 12'0" HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. BLOCK WALL OR CONCRETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS ANO CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. JAMB PREPARATION NOTE THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS USTED ON THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. • • • • • •• • • • 2x6 JAMB TO SUPPORTING STRUCTURE MINIMUM FASTENER REQUIREMENTS (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS OR ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE • • • • • • • BUILDING TYPE FASTENER TYPE 1/4" x 3" (1-1/4" EMBED) ITW TAPCON CONCRETE ANCHOR (2-1/2" MIN. EDGE DISTANCE) * MAXIMUM ON CENTER DISTANCE BETWEEN FASTENERS 6-1/4" • •• • • • • STEEL • WASHEL S REQUIRES. 1" O.D. C-90 BLOCK HOLLOW OR GROUTED) 3000 PSI MIN. CONCRETE 1/4" x 4" (1-3/4" EMBED) ITW TAPCON CONCRETE ANCHOR (2-1/2" MIN. EDGE DISTANCE) 18" 1" 0.0. 3,000 PSI MIN. CONCRETE 1/2" x 4" (2-1//4 EMBED) ITW RED HEAD TRUBOLT WEDGE ANCHOR (2" MIN. EDGE DISTANCE) 24" INCLUDED WOOD FRAME SYP 0.55 SG 1 2" x• 4" 1-5 8" EMBED' LAG SCREW ASTM A307 GRADE A 2-1 2" MIN. EDGE DISTANCE 14" 1" 0.0. 2,000 PSI MIN. CONCRETE 3 8 x 5' 1-3 4 EMBED, WEJ—IT SLEEVE ANCHOR 2-1 2 MIN. EDGE DISTANCE 14 C IDE, CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. * — FIRST ANCHOR/SCREW STARTING FROM BOTTOM AT NO MORE THAN HALF OF MAXIMUM ON CENTER DISTANCE. PRODUCT REVISED as compi pg with the Florid, Building Cade Aoceptemoe No Extlintioo DESGN _5NONEER 1/t / (t_. SCOTT HAMILTON, P. E: FLORIDA LICENSE 446. 63286 DESIGN LOADS: +46.6 P.S.F. lc —52.0 P.S.F. 3 • • • • • • • • • •• •• • • • • •••• • • • •• • •• • • • • • •B ••• a • Ckipay Building Products Company TOLERANCES Unless Stated Otherwise .00 = ±.03 .000 = ±.015 .0000 = ±.007 Degrees = ±1/2' SCALE' NOTED DATE. 2/15/95 PAGEi 3 OF 3 MAX. SIZE 16'2"W x 12'0"H CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770-4800 DRAWN BY, MWW DESCRIPTION' DOUBLE CAR W8 HURRICANE PAN DOOR CHECKED BY' SH B DRAWING NUMBER' 101300 VER, MD A