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WE-16-2996 Permit NO. WS-11-16-2996 Miami Shores Village an Permit Type:Windows/Shutters ml" 10050 N.E.2nd Avenue NE ' Work Classification: Door Replacement Miami Shores,FL 3313&0000 Perill • � Permit Status:APPROVED Phone: (305)795-2204 Issue Date: 1219/2016 Expiration: 06/07/2017 Project Address Parcel Number Applicant 45 NE 103 Street 1121360130950 Miami Shores, FL 33138-2126 Block: Lot: 45 NE 103RD STREET LLC Owner Information Address Phone Cell 45 NE 103RD STREET LLC 1801 S FEDERAL Highway BOCA RATON FL 33432- 1801 S FEDERAL Highway BOCA RATON FL 33432- Contractor(s) Phone Cell Phone Valuation: $ 500.00 CAIBAI CONSTRUCTION LLC (786)229-2770 (786)470-4207 Total Sq Feet: 0 Type of Work:REPLACE 5 DOORS. Available Inspections: No of Openings:5 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final EEEEE Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $o.so Invoice# WS-11-16.61894 DBPR Fee $2.25 12/09/2016 Check*2274 $ 165.10 $0.00 DCA Fee $2.25 Education Surcharge $0.20 Permit Fee $150.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $165.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I rtify that all the foregoi rmation is accurate and that all work will be done in compliance with all applicable laws regulating constru6tion and zo ' Futhermore,I authori above na ed contractor to do the work stated. December 09,2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy December 09,2016 1 KORFS 5�xc.193z G Miami shores Village ` Building Department MEIN 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �L0R1pA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name z , RECEIVED Miami Shores Village NOV 031016 '\\z Building Department 6" \ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 \�` �✓ Tel:(305)795-2204 Fax:(305)756-8972 . \� INSPECTION LINE PHONE NUMBER:(305)762-4949 'J` FBC 201 �- BUILDING Master Permit No. RQ ►6'2Me PERMIT APPLICATION Sub Permit No. ��b` ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL Ej PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ( � /�[ . CJ G®c� 75 Lf City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 7°/ —©/.j 0?, 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple TitlehoTitleholder): L 6///1 [/ 5 c.£/*9 Q'rU'Z L Phone#: C3Q5-).2j6-,05,,2!7 Address: / �() r Si W41a f!rcu fel '0z c:t�" City: uDCQ /- .Dg State: Ft- Zip: 33 L-38 Tenant/Lessee Name: Phone#: Email: Z Oct �:1n ® A '91n e's y C� h 2 11Syu /) CONTRACTOR:Company Name: l Cc a L7 1.f�� T�(j C,, ��yAll� Phone#: 6 Address: M 8 6 ( 5 C-0 -? �V-A City: /Y) ZA/P' Z State: /' L Zip: 33 Qualifier Name: : Ds L— C /o►S� Phone#: State Certification or Registration#:C C`7 ( 6) 0 X05 Certificate of Competency#: DESIGNER:Architect/Engineer: S LEI/6-7- L 0-'4 ZS Phone#(305)_ 0-S—3:596 Address: 6 /e Sw `00 ,fie City: M Z,41nZ State:FZip: 3 Value of Work for this Permit:$ 5 0 O0- Square/Linear Footage of Work: Type of Work: ❑ Addition ElAlteration ❑ New 29 Repair/Replace ❑ Demolition Description of Work: 2 e `/aC LS Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ pp" TOTAL FEE NOW DUE$ lCO 1 (Revised02/24/2014) Bonding Company's Name(if applicable) Al Lw Bonding Company's Address City State AJ 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ignature aQWwa Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this A day of A-10(/ 20 /& by Z _day of A/0 1// ,20 /(!� by CL(66 �[c!/�r,Vl C.- ,who is personally known to �»SL� L 05,4 who is personally known to me or who has produced D r. "llcr `e as me or who has produced UC as identification and who did take an oath. identification and who did take an oath. NOTARY Sin:PU IC: NOTARY PUBLIC: Sign: g Print: aX5 1-f Print: 410LA e) * MY COMMISSION 0 FF 059152 �`;•••.e�� TARWALA KNOWM Seal: EXPIRES:January 31,2018 Seal: * A t�!' ?`t0a11SSi0N 0 FF 059152 'FaM� Bandedlhru8udgdNctarySeNkea .January31,2018 '�oFnx Bonded Thruift*NotrySewlm APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Caibi Construction Company 10876 S.W.24th Street Miami, Florida 33165 10/21/15 State of Florida County of Miami-Dade Before me this day personally appeared Jose Losa who, being duty sworn,deposes and says: That he or she will be the only person working on the project located at:45 NE 103 st Sworn to (or affirmed)and subscribed before me this 21 day of 10.2015 b _ Personally know Or Produced Identification Type of Identification Produced �,aint,Type or Stamp Name of Notary .:�mv�, TARSHAIA NOWUM MY ;��t.��SSiU #FF 059152 WMA b OWES:Jar my 31,2018 TAR$HALA 7+,a x159152 1 "Oe Bow ! ; J i�'cFPt�' �r ,s �' .i ��18 ��r 3onadTnruBu*o9Ki4ot8ly rices ��QOFt� gBOREs . Miami V Village Building Department Rnp, 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: lve�a=n=nZ_ Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me thisz�day of 0 ,20 By who is personally known to me or has produced Lr C as identification. Notary: TARSHALA KNOWLM SEAL: * MVCOW'S� ", `r059152 `oma EXPIRES:Jap;ov 3r.X416 �i�oRcti Bona�dThruBudg�tNotaryS�vkes Florida Building Code Online Page 1 of 3 _.,.SCIS Home Log In �� User Registration Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map I Links i Search NAdb � Product Approval, USER:Public User pl Product Aooroval Menu> r I n rd > I on >Application Detail FL# FL14569-117 � vk Application Type sion Code Version 0 4 Application Status A proved * pproved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer ]ELD-WEN Address/Phone/Email 3737 Lakeport Blvd PJFC—ITT "i Falls,OR 97601 "i (800)535-3936 fbcl@jeld-wen.com NOV 2 8 2016 � Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com BY: Technical Representative ]ELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 .. ... . . . . .. �� I ; b Equivalence of Product Standards • • • • • • • • • Certified By • •• • • • • ••• • . ... . ••• ••• .• _ • . . 0 00 00 0 Product Approval Method ••• :• ••*Me4l 1 Optl:n*A ;• �' Date Submitted 11/11/2015 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDquxTVBjriRcYg°/D2f... 11/21/2016 Florida Building Code Online Page 2 of 3 Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 Summary of Products FL# Model,Number or Name Description 14569.1 Contours Steel,Wood Edge Full Ute Door,Outswing,6'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006255-R7 Certificate odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +60/-60 Installation Instructions Other:Product must be installed per manufacturer FL14569 R7 II JW0509-03 Installation Ddf instructions as stated on drawing 1WO509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3392.odf Created by Independent Third Party:Yes 14569.2 Contours Steel,Wood Edge Full Ute Door,Inswing,6'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC N1006255.-Q2-R3 Certificate-.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2019 Design Pressure:+60/-65 Installation Instructions Other: FL14569 R7 II JW0509-04 Installation Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3393.odf Created by Independent Third Party:Yes 14569.3 Contours Steel,Wood Edge Full Ute Door,Outswing,6-0"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI 14569 R7 C CAC NI006254-R5 Certificate odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +50/-50 Installation Instructions Other: FL14569 R7 II JW0509-01 SS 2015-07-02 Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3391 odf Created by Independent Third Party:Yes 14569.4 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 12'-0"x 6-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F1_14569 R7 C CAC NI011062 N1011062.01 Certificate pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure:N/A Installation Instructions Other: FL14569 R7 II JW032012FL Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3321.0f Created by Independent Third Party:Yes 14569.5 Contours Steel,Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sldelites,8'-4"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NIO11061-Ri Certificate.ndf Approved for use outside HVHZ:•Y2S •• ••• QuAlit Msurance Contract Expiration Date Impact Resistant:Yes • • •• • • u 0 020 Design Pressure:+45/-45 •• •: : 0 0 0 Iltlstallalion Instructions Other: •• ••• •• • JL11456%'R7 II JW072012FL Instailation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports ••• • • ••• •0: FL1. 12 j*0AE PER3322 pdf • • • • • • Created byIndependent Third Party:Yes 14569.6 Contours�teel,Zod Edg% • Opagte Dodr,Outswing,w/or w/o Sidelite,8'-11"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes ••• • • • • • JEL14569•R7 C CAC NI011082-RI Certificate.odf • • • • • 4 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBj*riRcYg%2f... 11/21/2016 Florida Building Code Online Page 3 of 3 Approved for use outside HVHZ:Yes ' Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2019 Design Pressure:N/A Installation Instructions Other: FL14569 R7 II 5-2104 Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3398 Ddf Created by Independent Third Party:Yes 14569.7 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/out Sidelites,8'-11"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI011096-R1-NI011096 O1- Approved for use outside HVHZ:Yes R1 Certificate.Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 08/31/2019 Other: Installation Instructions FL14569 R7 II 5-2108-01.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14569 R7 AE PER3832.Ddf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.coovrloht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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 the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here-. Product Approval Accepts: ^q`. ® e6¢ecicCM Credit Card Safe .. ... . . . . . .. . .. . . . . ... . •• ••• •• • • • •• • ••• • ••• ••• ••• • •• • • • • •• •• •• • • • • - ••• • • • • ••• • - • • • • • • • • • - • •• •• • • • •• •• https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg°/D2f... 11/21/2016 NOTICE OF PRODUCT CERTIFICATION }GERT/FjCgr/ Company: JELD-WEN Exterior Doors Certification No.: NI011082-R1 3737 Lakesport Drive Certification Date: 05/01/2012 Klamath Falls,OR 97601 Expiration Date: 08/31/2019 Revision Date: 05/05/2015 Product: "Energy Saver/Contour"Opaque Wood-Edge Steel Door w/or w/o Sidelite(wood frame) c •e,ls.rc5 Specification: TAS 201/202/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments ' O/S Opaque 312"x 6'10" +66/-70 10.0 psf Yes Max PanelAZ 93 0'x 6'8" •••• • • • Sinle '•' i Installation Details:S-2104 1-8 OX/X'O ; O/S Door-Opaque 415"x 6'10" +66/-70 10.0 psf Door-Yes Max Panel Size:3'0"x 6'8" •• Single U/Sidelitel Sidelite-Glazed Sidelite-No Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) "'• • • •• •• •• Installation Details:S-2104 1-8 • 0:41P-----V-0X0 CTLA-696W • • • 0. 00 O/S Door-Opaque 5'10"x 6,10�+ +66/-70 10.0 psf Door-Yes Max Panel Size:3'0"x 6'8" • Singh*/ delites.. •• Sidelites- Sidelites-No Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) "`` • V&SILGO Glazed Installation Details:S-2104(1-8) •••• • • ' " ' " CTLA-696W X••x,++,, .,. .• O/S Doors-Opaque 6 3 x 6 10 +57/-57 8.55 psf Doors-Yes •• •�OUDI@ • • Max Panel Size:3'0"x 6'8" • Installation Details:S-2104 1-8) "'"' •d�XXO ` O/S Doors-Opaque 8'11"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W Max Panel Size:3'0"x Double w/Aidelites Sidelites- Sidelites-No Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Glazed Installation Details:S-2104(1-8) National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: j �T�j { 74.5'MAX. OA FRAME WIDTH 70.25"MAX.OA FRAME WIDTH - J�j�7 i":rl ® Steel .875'TYP' .125" TYP.75' BAR TYR f -{FrP, 75'MULL 15.5°MAX. OA 36.625 MAX.OA 36"MAX. OA y I.876'MAX OA J 141'�OA FRAME WIDTH COAITOURSSTEEL DOOR,WOOD EDGE W1 S PANEL V/IDTH PANEL WIDTH I TYR NELWIDTH I PANEL WIDTH 1>4 6'-6"OPAQUEOUTSWFNGNNPACT DQORUNUTS W/ASTRAGAL V, cgi WITN&W?HOUTN0*WACTStDELITES IIS > m GENERAL NOTES CD I to INACTIVE ACTIVE 6'MAX. Z O 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING 80• 80° 1 O �7H O' W W 8 00 CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE MAX MAX Y t� ZONE HVHZ"REQUIREMENTS. OA 2. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER OA LOADS 70 THE STRUCTURE. PANEL PANEL 63.125' MAX. W _ 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION HEIGHT HEIGHT 9 OA -4 eh a DRAWINGS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 81.25' 9 81.25' D.L.O. DRESSING OR STUCCO. MAX MAX G HEIGHT 4.SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS• OA, ® OA 5.THIS PRODUCT,�THE WATER REQUIREMENTS FOR HVF♦Z'ZONES. SEE FRAME FRAME THE DESIGN PRESSURE CHART BELOW. HEIGHT HEIGHT 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-RADE APPROVED IMPACT RESISTANT SHUTTERS. z 7. MIAMi-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SLtTES E AN OPTTOA�rlD CAN BE A•S GLE OR DOUBLE SING F OUISWING IMPACT o$R 2 o •CON TION. • UNIT 0X0)W/NON-IMPACT $v cn� 0.625' 0.75' 0.625° KV SIDFI DFS( VIEWED FROM EXTERIOR 3 a a t oRESIDENDAL INSULATED STEEL DOORIDon0n to Zim.con�R=J o z w ROUBLE OUTSY/ING IMPACT UNIT(XX) 107°MAX. OA FRAME WIDTH z o CaMPONENTCONS'A7U�f15hTS! ]r37,75"MAX.OA VIEWED FROM EXTERIOR .875° Z FRAME WIDTH �. .125' .75"MULL 15.5"MAX. OA 24 go.(Q�1.0e'�frfiin'mum thicknM, Gdbdhized Steel A-525 BAR�'• S10ELITE FRAME WIDTH 00 w w qp rjai qua�ty-i°71 ASTM 62:SiV:VW minimum yield 36*MAX.OA 36PANE MAX. OA j I F ave.=24,600 .875'TYP. PANEL WIDTH 36'MAX.OA 14"MAX OA �9Ih y( ) psi. PANEL WIDTH / PANEL WIDTH PANEL WIDTH c� ✓S Expanded plyk rran@ with 1.0 to•Hp9 bs./cf density, by Wfir o o o D- INC. • • • •s efhe awe and inacb'le"nils are constructed from A (08020"min.)galvanized steel. TheafWg6h"tops and bottoms are t 90 over the top and bottom rats.The by LVL rail measures 1.67' A MAX z 1.042'h ghyi�eell�ottom roT S ro;Med 0.021"galvanized 7NACTNE ACTIVE / OSTHp, y g Fel measuring 1.67ewide x d.21'high.•The`irfss of the face sheet are 80 80' formed onto the LVL latch stile and4Fonderoso4Pine hinge stile which MAX. �• e•l.67"x 1 rar cavity a•filed Ah polystyrene. The OA OA 63.125" oe sheets are glu�et�4S Thg 0"'Yrene. PANEL PANELLte Const.:The sash is constructed from 24GA. (0.020'min.)galvanized HEIGHT HEIGHT MAX, ��Nel.The edges of the face sheet are bent 90'over the polystyrene core OA glued to 8. The sidelite panels are routed to receive the ODL Lip Lite 81.25° 81.25' 0.LO.mes or the optional Trinity Light Frames. (See sheet 7 for glazing MAX. MAX. HEIGHTails.) The rite frames are seated w/QSD glazing compound on the OA OAterior. FRAME FRAME Frame Construction:.The frames are constructed from Ponderosa Pine jambs HEIGHT HEIGHT � % �8�� measuring 1.25'wide x 4.5625'deep. The door and sidelite head jambs are mortised and buff joined to the side jambs and attached with(3) 16GA o 0 0 0 ��g2caca 2'x 7/16'crown wire staples. The units use a standard bump face Pemko threshold measuring 4.041'deep x 1.0'high. The threshold is attached to the frome with 3 16GA.2'x 7116'crown wire staples. DOUBLE OUTSWING IMPACT o- e't 11//Iz UNIT LXXO)W/NON-IMPACT TABLE OF CONTENTS 0.625" A 0.75° 0.625' �� F. Q�� STDELTTES VIEWED FROM EXTERIOR w o v m a SHT DESCRIPTION SlNGL OUTSIM IMPACT UNIT(X) ♦ DarE 9-11-Ot VIEWED FROM EXTERIOR �• ♦� 1 GENERAL NOTES AND TYPICAL ELEVATIONS TABLE 1: O P tee: N.T.S rep2 VERTICIL CROSS SECTIONS AND BILL OF MATERIALS 7a� 3 HORIZONTAL CROSS SECTIONS DESIGN PRESSURE RATING-1110E WATER =* * _ owc.eyJWJ : 4 HORIZONTAL CROSS SECTIONS AND NOTES ME MW Uffir(X ox X01 INFI.TRATO IiEVAWI1ENf IS NEM5 ANCHORING LOCATIONS AND DETAILS %/W0NW-WACT SIDIIL1ESX0) +66 Psf T T-70 pst P, DDPARAK.ev:S. SAFFELL WING NO.: 6 ANCHORING LOCATIONS AND DETAILS ♦ �� BUILDING INC.Digitally signed by Hermes F.Norm,P.E. ♦ +t.c. DROPS,INCS-2104 7 GLAZING DETAILS WLRE DOOR UNIT(XT(00,XXO,OXXO) +57 psf-57 psf Reason:I am approving this document S9P♦E �� Phone:954-399-8478 8 UNIT COMPONEPITS W/XX1 AX1tl DIPACTSDEll1E5 Date:2015.02.1812:44:89-05'00' Fere�e°y 295,8 Fox:954-744-4738 sT 1 of 8 SEE NOTE 4 25 19 20 4 52 7 1 15 13 6 5 6 3 20 19 2 SEE NOTE 7 ON SHL 4 21 42 34 ON SHE 4 m m EXTERIOR EXTERIOR C) m o n 1.750'MIN. 2 ¢ c ^' PANEL THK. W s Y = 2, :5 Lu e.. /j/ e.•. CONCRETE/ // ° MASONRY / e BY OTHERS INTERIOR fNTER10R ' a' • •�\� 51 10 1 17 17 1 10 51 j/ 0.75MIN. EDGE:DI •• •• ••• •SEE DETAIL 5 SEE DETAIL 5 / , EDGE DIST. $ •••• • ON SHEET 5 ON SHEET 5 n > a a v z • ':, • • • �az zW a d • •S•••• C HORIZONTAL CROSS SEC71ON 0 HORIZONTAL CROSS SECTION p $ Ncn 0.250'MAX. ••••o • 0L .250 TC • LATCH JAMB TO BUCK HINGE JAMB TO BUCK SHIM o w • •• �EZFff�" ! • Goo:::i 50"MIN. CONCRETES EMBED. o MAyp •• • •• 0 BY QTHERS • • • • • •• •••• ••••••• SEE NOTE 1 26 40 a a • • • •••••• ON SHE 4 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) ••••••• i7• •••• Goo: 7 40 52 7 214234 yEXTERIOR 0.31'DIA x 9.0"LG. AT TOP & BOTTOM Al• • 15 1 1 15 �5 �N~~ • • • • • • • - a •••••• INACTI EXTERIOR ACTIVE • • SEE NOTE 26 �a 1 SHE 4 � Cjoa� INTERIOR / 10DET W / ASTRAGAL TO STILE ATFACHMENT a o 0 0 0 1.750"MIN NOTE: ITEM 24 NOT SHOWN THIS o ^N o d PANEL THK F VIEW FOR CAL J111 o^N o^a / INTERIOR �0�� S oar: 9-11-01 SEE 111AIL SEE NOTE 4 24 1 ON THIS 10 1 17 � p0 Prepared By SCAM' N.T.S. ON SHL 4 SHEET `* 7 _ Bwc.Br: JWJ * ro . TAT ?rr Q cHc By.. S. SAFFELL E RIZONTAL CROSS SECTION 0 q P•°�<u�� ow�vnNa HO2 AT IMPERIAL ASTRAGAL n.c • BUILDING DROPS,INC. 5- 104 pec Phare:954-399-8478 �tt 2N78 Fax.954-744-4738 SHM_2L of 8 74.50°MAX. O.A. FRAME WIDTH 70.25`MAX. O.A. FRAME WIDTH SEE DETAIL 2 f ON THIS SHE �L o • � ori SEE DETAIL 4 4.50" TYP 900•TYP > ON THIS SHi. m o� . 00°IYP. 3.00"TY. 658' 6.00'TYP. Lj r_ o H 6.00' 6.00'7YP. 12.50` 3.00" yyp 00°TYP. Z ¢ .00 TYP. + 4 SEE DETAIL 4 a Q ccm 00'TYP. ON THIS SHE W W -- ap 6 TYP. 1 1 1 1 1 I l l II I 7.375' 'y Y .= 6 TYP. I III I , I ,_ 7.375° - - - c5 g uvi BL BL \ -+ r7 a 51 5 t \ TYP. 4 TYP. TYP. 31` 5 -' SEE NOTE 5 - - 31' ON SHEET 4 5 SPACES SPACES ® 13.85 SEE DETAIL 6 0 13.85' SEE DETAIL 5 8125• ON THIS SHE - - - ON THIS SHi. 81.25` -' •• - MAX. w� MAY •i••• • `� OA 1 2525 o FRAIAE rrr 1 H IS X5.50' - 1' TYP. • • 6666• 5.50 as oa HEI • • Z • /` - QQ s �o ;o •• •• Y goo zo z> o� • • "06• •• •• — 310 36.625" •• • •• • 36.626 • 16 P- TYP. I o • I j � o • 1-0 1 • • a a • 3.00' .00°TYP. 00°TYP. •0 6.00 : 6•• : • /�r� TYP. 12.125' 3L 3.00" 7.00'TYP. U 666009 TYP. 6 0 Wn 6.0.6 .15'MIN. �o C-SINK. N SEE DETAIL 3 / z ON THIS SHi. SINGLE DOOR WITH S@ELITES ANCHOR LOCATIONS / \ DOUBLE DOOR WITHOUT SIDELES ANCHOR LOCATIONS VIEWED FROM INTERIOR C o Fo VIEWED FROM INTERIOR 1 0 16 51 25 �� 53 53 SEE NOTE 10 Ra 25 16 14 27 SEE NOTE ON SHEEP 4 -' o 0 0 0 7 SHEET 4 ^ n N N N DETAIL ( \ 41 ! O \ // ' 1 I ��"tiS Fl.r11o./COUNTERSINK FOR INSTALLATION ANCHORS w o 0 0 6 \ 5.50' 1 24 5.50' 1 1 24 25 . .•'',. p '� oai� 9-11-01 O ' ' 1 \ 6 �1 Li —CHK. SEE NOTE 7 Prepared By �: N.T.S. / 41 4 SHEET 4 _* * _ owc.er: JWJ / P g4; ` BY:S. SAFFELL 52 52 DRAW NC NO.: �� DETAIL 2 - ® HEAD JAMB DETAIL 3 - ® THRESHOLD DETAIL 4 DETAIL 5 DETAIL 6 BUILDING DROPS,INC. S-2104 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR STRIKE PLATES 70 ASTRAGAL STRIKE PLATES TO JAMB ray1Ptwne:954 399-8478 Fox: 954-744-4738 SHMT-L OF 8 17 50 30 3 CS EXTERIOR 50 Ci p , 0.125"MIN. cq z i TEMP. GLASS 1Z W LL ICKNESSy F Lu 0.50" INTERIOR GLASS BITE 17 29 50 29 46 50 38 23 SEE NOTE 2 ON SHT. 4 • • W EXTERIOR 0.500"MIN. •••••• GLASS THK. GLAZING DETAIL 1 0.125"TEMP. i 0.260"•AIR • a � ODL LITE FRAME SINGLE PANE GLASS 00 SPAG�E i••• • `~�<• 1/8'TEMPERED GLASS s••:•• • �° •ao SPARTECH •••••• • z o POLYCOM PP5530 C13 L.25'x .50" 0.125"TEMP••• • •• 1� INTERIOR 0.50 INTERCEPT GLASS'• •• •••••• o GLASS STEEL SPACER •• •s •• • o BITE m 50 SEE NOTE 8 •• • • a o 17 29 29 48 50 45 49 ON SHL 4 • • • • 1 NfSF t. EXTERIOR 0.125" TEMP. GLAZING DETAIL 2 •••• • N a w GLASSTRINITY LITE FRAME W w W INSULATED TEMPERED GLASS LUPOY EU-5007 . o o 1.000"MIN. GLASS THK. 0.750'AIR SPACE 45 0 0 z ti� �rx NOTE 75"x .50"INTERC T 0.125"TEMP' ALL GLAZING CONFIGURATIONS INTERIORSTEEL SPACER GLASS SHALL COMPLY WITH SAFETY 0.50" GLAZING REQUIREMENTS OUTLINED 0 0 0 0 GLASS IN FBC SECTION 2406. N o N o BITE 50 4 49 SEE NOTE 8 `,�� 5 F ON SHL 4 DAM 9-11-01 �'•• .O prepared 8y SCALE. N.T.S. GLAZING DETAIL 3 7 TRINITY LITE FRAME -* * DWG.BY: JWJ 1"INSULATED TEMPERED GLASS = a T T ? Q cHx.Sr:S. S4FFELL LUPOY EU-5007 " �p Q : 46 ` oaWNG NO.: BUILDING DROPS,INC. S-2104 WE 2079 Phone:954-399-8478 WE � Fax. 954-744-4738 SHEET 7 of 8 1.670' 1.670* 1.670 1.670" 4.5625' 2.18e Lnj _0.750 ' 1.210' 1.000, 1.042" 1.000, 1.250' DOOR BOTTOM RAIL DOOR HINGE STILE DOOR LATCH STILE -TOP RAI WOOD 13 FINGER JOINTED PONDEROSA LVL 24GA (0.021� STEEL (D LVL COFINGER JOINTED PINE WOOD (4X4)4 PONDEROSA PINE jX2 - 0.513" 0.125° -x 1.645" 0.529- 1.544" 1.586" I- 1.544' 8014 0*500" 0.83 t - -7 -T 0. 0.140* 1.750- 1.750- 1.752" 0.53 2.521' 2.519' 2.621'• % S.f. 00 LITE OCORNER BLOCK 08 COMPRESSION WEA45 • OLYPROI---2- 33 STEEL BOTTOM RAX SCHLEGEL Q-LON QDS 650 2 a 1 MOF x 3.0"LONG FTRINITY PLASTIC LITE KIT MATERIAL F-TRINITY PLASTIC LITE KIT MATERIAL 00P ft!!LITEw5mi 1.500 JAPPROVED UNDER Na-IQ7-0828.01 I APPROVED UNDER hnLjQZzQM!L JAPPJW"WER j§2;, M 1 118 - 1.250' 1.1 0.868- - 9696• eve 6" :rV5-w k 0,482' 40 D75- 40 0.585' ---i i it 0 0 �/8-QUARTER ROUND 0.624' F, 0.375'32 SIDELITE STOP 1.736'0.675' cl L •• •• r.,! 750" ASTRAGAL HAS TWO 0.3125' 2.500' 0 2.137-1.012 PINE a. •I 2.040' DA x 9*LONG BOLTS,* 1.3 I -TEO t 75' L 0*2 I ON TOP, I ON BOTTOM 0 1.025" 1.381. 70.097- 4.000- - 40 0 0 0 ASTRAGAL (IMPERIAL) ASTRAGAL STRIKE PLATE DOOR LATCH STRIKE PLATE DOOR LATCH DEAD MULLION HAGER STEEL BUTT 0 STEEL -LONG) x 4*x 0.097"THK STEEL O 6063-T6 ALUMINUM (IMPERIAL 0.,25'STEEL) STEEL BOLT MIKE PINE(81.25 04 1 11.875' 1.710" -------------1 1.000" Q-Ro 0.582' - t a pact§ DAA VARIES WITH t I!R HARDWARE USED 4.041" BUMP FACE THRESHOLD 8 ALUMINUM - BY PEMKO 4.000' NO WOOD INSERT . . 62 1 �3t6-0.675 ZD SCALE: N.T.S. Prepared B)r. 7 -- * = M.Eff'. Jwj z CHK.BY.S. SAFFELL 0 DRAWING NO, WOOD LOCK RL Phone.954-399-8478 BUILDING MPS,INC. S-21 G4 SFINGER JOINTED PONDEROSA PINE FSE � M78 Fox. 95 �j 74.5 MAX. OA FRAME WIDTH- 70.25"MAX.OA FRAME WIDTH - J ,E.:/1\® Steel .675'TYP. .125• .75" -----{{ .75"MULL 15.5'MAX. OA MOTH UN?5 36.625"!OATEL 36"MAX. OA y �75Fr36 MAX OTYR A J 141DtLTE FRAME MOTH CONTOUASS77 EL DOOR WODDEDGE W PANEL WIDTH TYR ANEL WIDTH I PANEL WIDTH o 6'-6"OPAQUE OMWNGMfPACT DOOR WiTH&VflWU7*N0N4WACTS/DELITES > GENERAL NOTES ® ® ® ® ® ®INACTIVE ACTIVE 6,MAX Z 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING 80. OA O.L.O. W W m CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE 6/0N( MAX WIDTH Zi14 - ZONE'HVHZ'REQUIREMENTS. 2. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER PANEL PANEL 63.125" a n LOADS TO THE STRUCTURE. HEIGHT HEIGHT MAX. LU `� S 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION Lej 6 OADRAWINGS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 81.25" 81.25' D.L.O. DRESSING OR STUCCO. MAX MAX G HEIGHT 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. D,A OA O 5. THIS PRODUCT�1�THE WATER REQUIREMENTS FOR WAV"ZONES SEE FRAME0 FRAME THE DESIGN PRESSURE CHART BELOW. HEIGHT HEIGHT % G JOE 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7MIAMI-DARE APPROyED i,APlsCT RESISTANT SHUTTERS ARE REQUIRED `" '.FOR SiDWTES *see• o o� 8.•S1DR"VIRE AN OPTION AND CAN BE USJD II12 SIVLE OR DOUBLE SINGLE OUTSMNG IMPACT o§rn ¢o •CONFiGUIMON. • • • UNIT(OXO) WZ NON-IMPACT 8i-_ tn� 0.625' A 0.75" 0.625' 2 SIORRFS VIEWED FROM EXTERIOR o • RESIDENTIAL INSUTATEO STEEL DOOR tbm�n to alwame coMiloral DOUBLE OUTSWING IMPACT UNiT(XX) • COMPONENT CONSTRUCTIONS• 37.75'MAX. OA VIEWED FROM EXTERIOR .875" 1Q7"MA%OA FRAME WIDTH i J •••••• .125" .75'MULL 15.5"MAX. OA Face sheets.24 ga. (Ot0 Oa mmlWrum thickVs�V#0'zed Steel A-525 FRAME WIDTH T' F36.625'MAX. OA BAR TYP. SIDEUIE FRAME WIDTHCoif fte1CRf quality-AKO(6)er ASTM 62114%Ov@rgge minimum yield •M4X OA PDQ WIDTH 36'MAX.OA 14"MAX. OA j N btr�riytaVave.)=24.6 •psr. • 875'TTP. PANEL WIDTH I W/AST OAL PANEL WIDTH PANEL WIDTH o q¢ Core desigm Expanded po a with 1.0 W 11259l8S cf density, by v a`y p •JELD-WEN INC. • •• ••• o dr nstn The active and inactive ptrnet are constructed from re 0 24GA. (0.20"min.)golOhnLed steel. The f•css6•ebtops and bottoms are ® ® ® ® ® ® a U7o a •6e:teW over the top and bogpm rails.�Dwq VL roil measures 1.67' INACTIVE ACTIVE A p p, tide x 1.042'high.•Tbe•stled bottom rod is rolT f�rr�ed 0.021"galvanized i pAD7{{ btfel measuring 1.67'Owide x•.21'high.*The sides of the face sheet are 80" 80" •e*&%VV onto the LVL latch stile and*ndlmsa fine hinge stile which MAX. MAX. d measure 1.67"x 14114 Vi4b iptonor cavity Ts Ted A polystyrene. The OA A face sheets are gluedsto the}Diystyrene. PANEL PANEL 63.125' o -Fixed Lite Const:The sash is constructed from 24GA. (0.020'min.)galvanized HEIGHTHEIGHT MAX. steel.The edges of the face sheet are bent 90'over the polystyrene core ® ® OA W W W z and glued to it. The sidelite panels are routed to receive the ODL Lip Lite 81.25' 8 , G HOF.IGH. zo o Frames or the optional Trinity Light Frames. (See sheet 7 for glazing MAX. 1�17 details.) The rite frames are sealed w/QSD glazing compound on the OA O OA O N N exteror. FRAME FRAME Frame Construction:The frames are constructed from Ponderosa Pine jambs HEIGHT HEIGHT % measuring 1.25'wide x 4.5625"deep.The door and sidelite head jambs 'a w W are mortised and butt joined to the side jambs and attached with(3) 16GA. 0 0 0 0 w 2"x 7/16"crown wire staples. The units use a standard bump face Pemko threshold measuring 4.041'deep x 1.0"high. The threshold is attached to o 0 0 0 DOUBLE 0 the frame with 3 16CA. 2'x 7116'crown wire staples. RSVnNG IMPACT o ^N o v B UNIT(OXXO)W/NON-IMPACT o^N o ad ^res r.o�M TABLE QF CONTENTS 0.625" A 0.75' 0.625' ``�� F. 0 � SIDELfTES VIEWED FROM EXTERIOR LL W O U a]Q SM DESCRIPTION SINGLEIMPACT UNIT(X) `�� :; ice^ DATE 9-11-01 1 GENERAL NOTES AND TYPICAL ELEVATIONS TABLE 1: VIEWED Z; O SCALE: N.T.S. 2 VERTICAL GROSS SECTIONS AND BILL OF MATERIALS 7 Prepared 3 HORIZONTAL CROSS SECTIONS DESIGN PRESSURE RATWG-WlilFE WATER _* * _ DWG.BY. JWJ *tTRATON REGLIZIM ENT IS NEE" 4 HORIZONTAL CROSS SECTIONS AND NOTES o T T suXaE MW LWT(X ox X0,oxo) LI aix No S. SAFFELL 5 ANCHORING LOCATIONS AND DETAILS +66 psf-70 psf DRAwtNc No.: 6 ANCHORING LOCATIONS AND DETAILS W/WD 101-WPACT SNII1fE5 %Op= Q 7 GLAZING DETAILS 1pUB1E D mR IRAT(1(X OA pip,Op(0) Digitally signed by Hermes F.Norm,P.E. i e wG BUILDING DROPS,INC. 5-2104 W WNINPlCT S1DII11ES +57 pat-57 psf Reason:i am approving this document 10 Phone:954-399-8478 8 UNfT COMPONENTS /Wa Date 2015.ort81244:49-osroo' ��kt°G zesTa Fax:954-744-4738 SHEET 1 or 8 SEE NOTE 4 25 19 20 4 52 7 i 13 6 5 6 3 20 19 2 SEE NOTE 7 ON SHE 4 i 5 21 42 34 ON SHT. 4 EXTERI2R � o ti 1.750'MIN. i Z cc C6 PANEL THK. se 4 —4 eV Lu CONCRETE/ MASONRY / BY OTHERS p> <A ° 1 INTERIOR INTERIOR °. . "' • <'' •i • �\.1. 1 10 1 17 17 1 10 51 0.79 j j/ 0.75"MIN. �9 ••i. • iSEE DETAIL 5 SEE DETAIL 5 °°. EDGE DIST. $o �' at EDGE 01 L, •••• ON SHEET 5 3 n a u z •• G.0.46 < • ON SHEET 5 • • ZAo a •••••• C HORIZONTAL CROSS SECTION D HORIZONTAL CROSS SECTION o o z NN 0.250"MAX. •• • ••••� 0.2501�1AXi• LATCH JAMB TO BUCK HINGE JAMB TO BUCK SHIM So Sow = ••••• ° 1.SS"MIN! o::::: ii••• 50"MIN. • • EMBED. CONOR4.• EVqP• • •••• ao o I�ISONRY • • • • • Y' • • •• •••• o`g� r 8 6� • •••••• SEE NOTE 1 26 40 ASTRAGAL THROW BOLTS (2) TOTAL (1 EACH) a •••••• • ••i••• ON SHT: 4g��»� •• 17 ••••• • • 15 1 7 40 52 7 1 15 Z 1 42 34 RIR 0.31'DLA x 9.0"LG. AT TOP & BOTTOM : s N -. U • • • �i� •••••• • WO" Goes: EXTERIOR • • INACTIVE: AC71VE o W� N SEE NOTE 1 SHi 4 �. Q o E j NTERIO _Jkll�, w c000��i // DETAIL 1 s "" ASTRAGAL TO STILE ATTACHMENT o 0 0 0 1.750"MIN j NOTE ITEM 24 NOT SHOWN THIS N O N O VIEW FOR ,`Lni7rq�� o 0 0 PANEL THK INTERIOR O�� ES F• DAM' 9-11-01 SEE NOTE 4 SEE DETAIL Z O SCALE N.T.S. 24 1 ON THIS 10 1 17 7 _= Prepared By: ON SHT 4 SHEET _* , * _ BY. DHy,En:S. SAFFELL D-NM NO.: HORIZONTAL CROSS SECTION .,�p� T T A �� BUILDING DROPS, INC. S-2104 AT IMPERIAL ASTRAGAL �Sga�c "a ' � e Plwne:954-399-8478 F�MWE 20'M Fax:954-744-4738 SHEET_L of 8 37 SEE NOTE 4 24 44 28 9 4 52 7 1 15 21 4234 13 6 5 6 3 28 9 44 14 SEE NOTE 7 ON SHT. 4 ON SHE 4 47 45 38 0 32 `� EXT R 1.750'MIN. 6 R SEE NOTE 3 EXTERIOR PANEL THK. 36 17 m ._ ON SHE 4 31 3 Z cc y Z W m INTERIOR 10 / Y. ��\' SEE NOTE 2 SEE GLAZING 23 �� 1 DETAILS, 36 /� 10 SEE NOTE 5 25 � �� ON SHT 4 12 SHEET 7 • •�� ON SHT 4 SEE NOTE 6 ? SEE NOTE 5 1 17 17 1 29 0 • S NOTE • �� 25 ON SHT. 4 ON SHT 4 ••••• N SHi. 4 SEE DETAIL 5 c w • • • i SEE DETAIL 5 ON SHEET 5 0.750" SEE GLAZING 8 •• 00450-- ON SHEET 5 39 DETAILS, SHEET 7 00 0000•• • • • •• • i• •••9 F HORIZONTAL CROSS SECTION G HORIZONTAL CROSS SECTION z o "o • AT SIDELITE TO LATCH JAMB AT SIDELITE TO HINGE JAMB g o'a 000000 0 •0 00 0• W • • • • • �¢ 0000• • •• 00000• 00000 •• • 000• NorEs: • • • : • • CONCRETE/ 51 19 20 4 31 SEE NOTE 3 3 0�,Z E o 1. 09PAC016 fOR ITEM 46 TTIE J10 x 1"M SCREWS ATTACHING THE IMPERIAL ASTRAGAL iO THE INACTIVE DOOR iS MASONRY ON SHE 4 ~ •AS FOLLOWS: FROM?HE TOP DOWN*@*Lb 8D7TOM UP: 1.0", 2.5 4.07, 5.57, 13.0' 18.0"&26.0'. BY OTHERS o. a 2.•9PA(I sFOR ITEM J23 THEoJ8 x 1 l/g?:CL"REW IS AS FOLLOWS: SEE GLAZING "'P B T70 H P1fAL SiDELITE PAN • 3.0'IN FROM EACH CORNER. 32 36 38 45 4 DETAILS, SHEET 7 MIN N N ti � liN THE SIDES VERTCALLY OR THE DEJ,I %MELS. 3.0", 13.0, 26.0; 39.0, 52.0'& 63.0". °° 3.•1 ACiIVFOR ITEM 4.31FjE•16GA x 3,1'BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND W ITEM 19 THE 16G�.•r BAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERi1CALLY, IS AS EXTERIOR N FOLLOWS: TOP& BOTTOM HORIZONTALLY(FOR THE 318'QUARTER ROUND): 1.25"IN FROM EACH CORNER WITH ' (1) NAIL MID-SPAN. ON THE SiDES VERTICALLY(FOR BOTH 3/8'QUARTER ROUND&MULLION CAP) 1.25"FROM EACH END& SIX MORE ° z v EQUALLY SPACED ON THE FIELD. 0.\ �2 " 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM J25,A#8 x 2 1/2"PFH WOOD SCREW. e a \ GLASS MIN. INTERIOR o o z GLASS THK. � WHEN ATTACHING THE STRIKE POSTE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124,A 18 x 2" n \� w w PFH WOOD SCREW. o o 5. SPACING FOR 17EM 125 THE J8 x 2 1/2'PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0"FROM EACH VERTICAL CORNER WITH (4)MORE SCREWS EQUALLY SPACED ON THE FIELD, °` SFE NOTE 223 ^^n N N N 0000 6. THE SIDEUTE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ITEM#29 SILICONE CAULK ON THREE SIDES AND a' / ON SHE 4 HORIZONTAL CROSS SECTION o N + 318'QUARTER ROUNDS SECURED WITH ITEM 31 BRAD TRIM NAILS x 314-LONG. \� 4 ELITE TO BUCK N o / / 0.75"MIN. a> �� 29 SEE NOTE 6 ,�pt�T1rPi o 0 0 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2"PFH SCREW. WHEN ATTACHING EDGE DI Si ON SHE 4 `�� g F. O �� ,o 0 m a THE HINGE TO THE JAMB AND SIDEUTE JAMB Ai THE MULLION USE ITEM J14, A#10 x 1 3/4"PFH WOOD SCREW. oar 9_11-01 B. SPACING FOR ITEM J49 THE#6 x 1 1/2"PANHEAD SCREW(TRINITY UTEFR4ME) IS AS FOLLOWS: 1 e, SEE DETAIL 5 .' kir - A SIDEUTE LITEFRAME FROM THE TOP DOWN VERTICALLY: 3.25, 18.0625; 32.8125", 47.5625"& 62.625". 1 > ON SHEET 5 Z �: O Prepared By N.T.S. SIDEUTE I TEFRAME TOP& BOTTOM FROM THE LEFT ONE (1)SCREW AT 4.4375". 4 ° =* . 7 ' * _ M.�' JWJ 0.250"MAX. Q cw-eY:S. SAFFELL 9. ALT1 RNAIE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE SHIM a T T14f USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. orsnwNc No.: 10. USE REM X51 WHEN INSTALLING INTO W000 SUBSTRATE AT HEAD&JAMBS. USE ITEM 125 WHEN INSTALLING INTO 1 EMBEDN '�1 "`'" Phone: 91Z. 11 BUILDING5399-84478 C. 5-2104 MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDEUTE SILLS. K 2,?8 Fax:954-744-4738 WUMr_L of e 74.50'MAX. OA FRAME WIDTH 70.25'MAX. O.A. FRAME WIDTH SEE DETAIL 2 f ON THIS SHT. SEE DETAIL 4 4.50'TYP. 9.00"TYP. lz 00 ON THIS SHT. 3.00' 6.56" 6.00'TYP.TYP 6.00" 6.00'TYP. 12.50' I 3.00'TYP.- -3.00'TYP.1 17 SEE DETAIL 4 Z -+N .0o"TYP. + Z'a Q ao ON THIS SHE W W _ 6 IYP. _ 1 I I I III i I I 7.375" .- 6 TYP. I III III 1 7.375' cs g 51 W n 51 51 TYP. co TYP TYP. - SEE NOTE 5 - - 31' 31" 5 ON SHEET 4 5 SPACES SPACES ® 13.85' SEE DETAIL 6 ® 13.85' ON THIS SHE SEE - - SEE DETAIL 5 8125• •• r ON THIS SHE - M a 8M1..2'5" • •0••• • • OA 1 25 W§o 0 FRAME ••••i 5.50 1• HFEAMHT 15+ " _ � c� �3 no oa HEI • + • I • - o_�s Ci • • •• zp ?� ed •• • a •• •• •• - 31' 36.625" 16 ova •• • •• • 36.6TYR 25"• • 16 ~z ao`�o • • TYP. •• •• • .00'TYP. 3.00' .00"TYP. y 5 -14�� • •• • • 12.125' 3E 3.00 7.00'TYP. • 6.00 • 700"TYP. o •••••• TYP � • • TYP .15"MIN. o • C-SINK. N SEE DETAIL 3 ON THIS SHT / SINGLE DOOR WITH SIDEUTES ANCHOR LOCATIONS DOUBLE DOOR WITHOUT SIDELTTES ANCHOR LOCATIONS VIEWED FROM INTERIOR I o0 0 VIEWED FROM INTERIOR 16 51 25, a_ 53 5 SEE NOTE 10 \\ 0 0 a� 25 16 14 2 SEE NOTE ON SHEET 4 7 SHEET 4 0 0 0 0 / \ \ DETAIL 7 NO N0�4a \ 41 / p // 1 I/ \ ( �0""I "I'O'i�OUNTERSINK FOR INSTALLATION ANCHORS 6 5.50' 1 I 24 5.50' I I 24 25 , } Q . DATE 9-11-01 o \ 6 I I SEE NOTE 7 O'er Prepared By. SSE' N.T.S. 41 4 \ 4 SHEET 4 DWG•B+^ JWJ \ � \ / D ! ! ro T T 7S�-2�1704 S. DRAWING .: BUiLoING DROPS, INC.DETAIL 2 - ® HEAD JAMB DETAIL 3 - ® THRESHOLD DETAIL 4 DETAIL 5 DETAI � Ro Phone: 954 399-8478 ASTRAGAL STRIKE PLATE ASTRACAL STRIKE PLATE HINGES TO JAMB & DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB �DMesa Fax:954-744-4738 oc 8 107.00'MAX. OA FRAME WIDTH R 37.75"MAX. OA lxi g[ FRAME WIDTH p cd ,- SEE DETAIL 2 Z ON SHEET 5 Z a 450"TYP IV 16TYP SEE DETAIL 4.41" W = co 3.00" .00"TYP. 13.41°TYP. ON SHEET 5 t— 00"TYP. 6.00"TYP. I 6.00" a M 3.00" 1.00. .00"TYR + 1 �• SEE DETAIL 4 TYP7 ON SHEET 5 Y D. 6 TYP. I I I I I III III I I 11 I I 7.375" 6 TYR 6 TYP. _ 7.375° 51 51 TYP. TYR T1P. — 6 � 5 SEE NOTE 5 31' SPACES SPACES 31" • • W SPACES ON SHEET 4 ® ]1.54" •••••• $ cn 0 13.85" 25 13.85 — — • • •b SEE DETAIL 5— 81.25" SEE DETAIL 6 • • • $Q • �`3 81.25" f ON SHEET 5 MAX ON SHEET 5 • ••••• a a:: MAX. OA — — • • • ` Q zo f5. HEI'FRAME7 — — 5.50"� 25 HEI 5. 0' • •• :•• •• / / — — W u 31 = 31° • •• see** — y — — 2[ • •• • ••• • C3 16 36.625 • •• • a.I o• 36.625' 16 • • BL TYP • i•••i• _ _ • • 6=T, T 1 11 I I 1 • • 0 3.00" 3.00"TYP— 00"M. 6.00' 8.58° •••• i N 3.00' 7.00"TYP. 7.00"TYP. TYR Q � N zz� SEE DETAIL 3 SINGLE DOOR WITHOUT SIOEUTES ANCHOR LOCATIONS z ON SHEET 5 VIEWED FROM INTERIOR ^No 0 0 DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS o N d k VIEWED FROM INTERIOR N O N O ld W \ i DmE: g-11-01 7 Prepared By. SCAM N.T.S. Dwc.er: JWJ taut.er:S. SAFFELL DRAWING NO.: �i0� BUILDING DROPS,INC. 5-O.: 4 Sga�c Phone:954-399-8478 s 2Dm Fax 954-744-4738 SHPT 6 of 8 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 � Dania Beach,FL 33004 C A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product valwadoll e ori Of JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Opaque Outswing Impact Door Units With & Without Non-Impact Sidelites fog• Florida Product Approval Report No. 3398 Current Florida Building Code Method: 1 —A (Certification) Category: Exterior Doors Sub— Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge Material: Steel/Wood Product Dimensions: 107"X 81.25"(Maximum) Prepared For: JE1✓,D®WEN, inn. 3737 Lakeport Blvd. Klamath Falls, OR. 9760 g F. O Prepared by: ��••�Q- ,,...... .. . •F�',''. , p • Norcc� 11'•F> 7 Florida PrqAs�ibVatErghger ## 73778 ••� •iXatLR:.Q2/�2l`2Q1�. ••� � • T T � — O Contcnts: 5va4ua1ion Repro% "; PaAC9 1 z;4' S'S+ON • i i• • • •• • i i 'I111111101%% ';�``,�� DigitpNys j9ned by►Hetones F.Norero,P.E. Reason:I am approving this document Hermes F. Norero, P.E. Date:2015.021812:18:39-05'00' Florida No.73778 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . BUILDING DROPS Date: 02/02/2015 A Perfect Solution in Every Drop Report No: 3398 Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel Door,Wood Edge 107"X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,Inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions S-2104,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this door product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing 54104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instl;Lt&io"S-e104 for ske.anddesign pressure limitations. 0 so. . , .. ... .. . . . .. . ,,, . „• ••, •„ • • • • • • • Hermes F.Norero, P.E. 066 • , ,• •• Florida No.73778 Page 2 of 4 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. BUILDING DROPS Date: 02/02/2015 A Perfect Solution in Every Drop Report No: 3398 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc.(FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization#TST1577) Report#:CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA1789) 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84-08 Report#:3113726SAT-001 R1 Report Date:03/13/2009 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology,if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. 1ELD-WEN, inc.has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentionedrgferencea*ttan(lar&arideditions,it has been found that no significant technical changes have been made f thet' t st ndaFrdsthet% uld affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC including HVHZ provi,jiorsr•• ••• ••• ••• • • •• Hermes F. Norero, P.E. .. ;• •*• ••• ;• �• Florida No.73778 Page 3 of 4 ... • . . . ... . . • .. .. . . . .. .. BUILDING DROPS Date: 02/02/2015 A Perfect Solution in Every Drop Report No: 3398 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX,OXXO X,OXO,XO,OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. •. •.. . • . . . .. 000 • • • ! • • Hermes F. Norero, P.E. • !! see '0' " " Florida No.73778 Page 4 of 4 T MECAWind Version 2 . 1 . 1 . 0 per ASCE 7-10 Developed by MCA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date 9/1/2015 Project No. 15.00045 Company Name ROOMSCAPES, INC. Designed By STEVE LDRIA, RA Address 9641 SW 100 AVE Description REPLACE WINDOWS & DOOORS 0096 City MIAMI Customer Name : 45 NE 103RD STREET, Ij,C '000•0 6�6�•• State FLORIDA Proj Location 45 NE 103 ST, MIAMI-SHORES 6 File Location: C:\Program Files\MECAWind\Default.wnd • ...�• • •6969• • • •9696• Envelope Procedure per ASCE 7-10 Chapter 28 PartoJo6 • All pressures shown are based upon ASD Design, with a Load Factor of 6.66 . ;0000; Basic Wind Speed(V) = 175.00 mph 6969' '.,• 666 • Structural Category = II Exposure Category 999=99• .G. 96:.60 Natural Frequency = N/A Flexible Structure .6 -.60' No •�� 066960 Importance Factor = 1.00 Kd Directional Factor,,;-- .. 0.85 • 6 Damping Ratio (beta) = 0.01 ; • •• Alpha = 9.50 Zg _� 900.88•4. At = 0.11 Bt ••: : 1.80.•. :6.6•: Am = 0.15 Bm = O.b� . . Cc = 0.20 1 = 500.0t*ft• Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3.74 : 12 Slope of Roof(Theta) = 17.31 Deg Ht: Mean Roof Ht = 12.75 ft Type of Roof = Hipped RHt: Ridge Ht = 15.50 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 1.80 ft Roof Area = 1911.00 ft^ 2 Bldg Length Along Ridge = 48.00 ft Bldg Width Across Ridge= 31.70 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm) ^0.167 = 0.23 Lzm: 1* (Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*( (B+Ht)/Lzm) ^0.63) )^0.5 = 0.93 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm) ) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/ X31 1 s ' / Digitally signed by Steven-Lu a OF DN:cn=Steven Luria, _* * o=ROOMSCAPES, INC.,ou, w j1,',` r email=lurias@comcast.net,c=US t% `ate Date:2016.01.25 15:46:40-05'00' r ��{ Building GCpf +GCpi -GCpi qh Pressure Surface psf psf -------- --------- --------- --------- --------- --------- 1 -0.45 0.18 -0.18 33.94 -21.38 2 -0.69 0.18 -0.18 33.94 -29.53 0000 3 -0.37 0.18 -0.18 33.94 -18.67 0 ••• 0000•• 0000•• 4 -0.45 0.18 -0.18 33.94 -21.38 90 • . 0 • 5 0.40 0.18 -0.18 33.94 19.690••••• 0• 0000•• • 0000•• 6 -0.29 0.18 -0.18 33.94 -15.95 0 lE -0.48 0.18 -0.18 33.94 -22.40 000000 • • 9099•• • 2E -1.07 0.18 -0.18 33.94 -42.43 ,00000 0•0 •0 • • 3E -0.53 0.18 -0.18 33.94 -24.10 0000 • 90 •.•0. 4E -0.48 0.18 -0.18 33.94 -22.40 9.9.9• 000 . 0 5E 0.61 0.18 -0.18 33.94 26.8 .0%09 1 • • 000•00 •• 0000•• 6E -0.43 0.18 -0.18 33.94 -20.70 0 00000 1T * * * * .00 0 a * 0 • 2T * * * * .00 0 • • • 000000 •0000• 3T * * * * .00 • • • . 0 4T * * * * .00 •900 00000 •0900• • • 5T * * * * .00 • • • 6T * * * * .00 00 0 Figure 28.4-1 - Low-Rise Wal And Roof Figure Notes: Notes: 1) Pressure = qh * (GCPf - (+/- GCpi) ) , only max value shown 2) For Torsional Load Cases, the zones are designated with a "T". The pressures(Min P & Max P) are 25% of the full design wind pressures(Ld Case 1T=25%*1(ld case 1),2T=25%*2,3T=25%*3,4T=25%*4) . Exceptions to Torsional Load Cases: One story buildings with mean roof height<=30 ft(9.1m) , buildings with two stories or less framed with light frame construction, and buildings two stories or less designed with flexible diaphragms need not be designed for the Torsional Load Cases. (Note 5 of Figure 6-10) Low Rise Bldg Provisions per Fig. 28.4-1: QRS Load Case A ��.. .... ' 4+J -..,~ ' `"'.,,~ • • 0000 0 0 0 0.0 0000.. . +O 0 • 0000.. .00.00 . 0 0 ' 0000 .00.0. oatur .. . .. 0000. w°a.aao 0000.. see. • . Wald ... . 0000. 1�ome .. .0 '0* 0000.. 000000 0 so 4 aQ ~'"r,•,~ W.�mA (� 0 0000.. 0 . 0 aa�r ® •0 0• ...... r r, 0000 • • 00 f�■mn Load Case A ar x i' � - a i B Casc A Torsion m ae� Transys3rs Direction Building GCPf +GCpi -GCpi qh Pressure Surface psf Psf -------- ------ ------ ------ --------- --------- 1 0.51 0.18 -0.18 33.94 23.42 2 -0.69 0.18 -0.18 33.94 16.00 3 -0.46 0.18 -0.18 33.94 16.00 4 -0.40 0.18 -0.18 33.94 16.00 1E 0.77 0.18 -0.18 33.94 32.24 2E -1.07 0.18 -0.18 33.94 16.00 3E -0.66 0.18 -0.18 33.94 16.00 4E -0.60 0.18 -0.18 33.94 16.00 1T * * * * .00 2T * * * * .00 3T * * * * .00 4T * * * * .00 Low Rise Bldg Provisions per Fig. 25 .4-1 : QRS Load Case B 119) '•••,,,� �1 0 •• .... ...... aU ®9 � �—� � Jeno r4� •• � �....: QO°1f! A'� • • • • ••••• 00 066 VAn�mld WPI L •....• • •....• :0 0 :.•..• • 0 •. • .••. :....0 • . • x 00 .••' l,pipit � '� + „ '19� Of "Y LW Case B AS_ { f t= f 's a Case B Toisiw {? LongftudM Melon MECAWind Version 2 ® 1 . 1 . 0 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaente_rprises.c_om Date 9/1/2015 Project No. : 15.00045 Company Name ROOMSCAPES, INC. Designed By : STEVE LURIA, RA Address 9641 SW 100 AVE Description : REPLACE WINDOWS & DOOORS City MIAMI Customer Name : 45 NE 103RD STREET, LLC State FLORIDA Proj Location : 45 NE 103 ST, MIAMI SHORES File Location: C:\Program Files\MECAWind\Default.wnd •"" • • 0000 0000•• + • • 0 •06006 • +� ••6;00 • •006•• 000.00 0 0 0 • a _I "� -a7 I 00000 ;0960• 0 0.,• ; 000• 0 000 i' fr •\OOLI1Cj .0 • 0606000 $hotm 5 •006 00* ; •• 000060 0009• 0 0•1 7 • • • •9.0••1 0000• • •00 96.69•• • 0900-z, R'aUs r Hip Roof' =6<=2' Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 3.17 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft"2 GCp GCp psf psf -------------------------------------------------------------------------- DOOR 1 & 2 3.00 6.70 20.1 4 0.95 -1.05 38.23 -41.63 DOOR 3 6.00 6.70 40.2 4 0.89 -0.99 36.43 -39.82 DOOR 4 7.90 6.70 52.9 5 0.87 -1.14 35.71 -44.95 WINDOW A 4.10 4.50 18.5 5 0.95 -1.31 38.46 -50.44 WINDOW B 3.50 4.50 15.8 5 0.97 -1.33 38.87 -51.26 WINDOW C 4.30 4.50 19.4 5 0.95 -1.30 38.33 -50.19 WINDOW D 3.00 3.20 9.6 4 1.00 -1.10 40.05 -43.45 WINDOW E,F & G 3.00 4.20 12.6 4 0.98 -1.08 39.45 -42.84 WINDOW H 9.30 3.20 29.8 5 0.92 -1.23 37.21 -47.95 WINDOW I & J 3.10 3.20 9.9 4 1.00 -1.10 40.05 -43.45 WINDOW K 1.50 3.20 4.8 4 1.00 -1.10 40.05 -43.45 WINDOW L & M 3.20 3.20 10.2 5 1.00 -1.40 39.99 -53.50 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*VA 2*Khcc*Kht*Kd = 33.94 psf to",, Digitally signed by Steven Luria F F`O" DN: cn=Steven Luria _* " • o=ROOMSCAPES, INC., ou, �•.,,,,, �,c• ' email=lurias@comcast.net, c=US Date: 2016.01.25 15:46:09 -05'00' MECAWind Version 2 . 1 . 1 . 0 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date 9/1/2015 Project No. 15.00045 Company Name ROOMSCAPES, INC. Designed By STEVE LURIA, RA Address 9641 SW 100 AVE Description REPLACE WINDOWS & DOOORS City MIAMI Customer Name 45 NE 103RD STREET, LLC •••• State FLORIDA Proj Location 45 NE 103 ST, MWI SHORES • • File Location: C:\Program Files\MECAWind\Default.wnd • • • 0000 0000•• 0000•• • • 0000•• `y 0.0000 0 • • 0040 •• 0 ••4044 a 7--- -�-7 2 I •0 0 0 • • • t� v\♦ ' � • •• •••0• r` l lil.6 ♦_ ♦♦1�', /A 00:00: •00• : •0.4•• Roo •• •• •• 1' I ♦♦1 + 1 ••4••• •0900• • • 1 I y �i �� • • i•••i• w••••• - , I J • • h ♦�♦V •• • 4.4• •••0•• • 0 • a1 2 2 WAS Hip Roof 7<8<=27 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Width of Pressure Coefficient Zone "a" = 3.17 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- DOOR 1 & 2 3.00 6.70 20.1 4 0.95 -1.05 38.23 -41.63 DOOR 3 6.00 6.70 40.2 4 0.89 -0.99 36.43 -39.82 DOOR 4 7.90 6.70 52.9 5 0.87 -1.14 35.71 -44.95 WINDOW A 4.10 4.50 18.5 5 0.95 -1.31 38.46 -50.44 WINDOW B 3.50 4.50 15.8 5 0.97 -1.33 38.87 -51.26 WINDOW C 4.30 4.50 19.4 5 0.95 -1.30 38.33 -50.19 WINDOW D 3.00 3.20 9.6 4 1.00 -1.10 40.05 -43.45 WINDOW E,F & G 3.00 4.20 12.6 4 0.98 -1.08 39.45 -42.84 WINDOW H 9.30 3.20 29.8 5 0.92 -1.23 37.21 -47.95 WINDOW I & J 3.10 3.20 9.9 4 1.00 -1.10 40.05 -43.45 WINDOW K 1.50 3.20 4.8 4 1.00 -1.10 40.05 -43.45 WINDOW L & M 3.20 3.20 10.2 5 1.00 -1.40 39.99 -53.50 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*VA 2*Khcc*Kht*Kd = 33.94 psf 1,n1,,, Digitally signed by Steven Luria �Q�ti OF F(09Nkr DN: cn=Steven Luria, o=ROOMSCAPES, INC., ou, -r email=lurias@comcast.net, c=US Date: 2016.01.25 15:46:09 -05'00' f � MECAWind Version 2 . 1 . 1 . 0 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 wwcv.mecaenterprises.com Date 9/30/2015 Project No. : 15.00045 Company Name ROOMSCAPES, INC. Designed By : STEVE LURIA, RA Address 9641 SW 100 AVE Description : REPLACE WINDOWS & DOORS City MIAMI Customer Name : 45 NE 103RD STEET, LLC State FLORIDA Proj Location : 45 NE 103 ST, MIAMI SHORES File Location: C:\Program Files\MECAWind\Default.wnd 0000• 0000 000••0 f, t, •••�•• �••••• • 0000•• 0000•• • • • r ' a JL--i=- JJ-�-i_ 0000 •• • 00000• 0000 • a• 09.00 1 **ease • • Roof not ... ...•. - sho«Yi 5 00 ,I 1 I , 21 1 I , 01900• a 00 `�; F_. ,��'`' I I I • • . . 0090.6 see, •0000 • • afTll R'allsGable Roof? <-0 45 3 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 3.17 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft�2 GCp GCp psf psf -------------------------------------------------------------------------- GARAGE DOOR 8.50 7.00 59.5 5 0.86 -1.13 35.41 -44.34 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*VA2*Khcc*Kht*Kd = 33.94 psf r0V ,y� Digitally signed by Steven Luria � OF�� a. DN: cn=Steven Luria, o=ROOMSCAPES, INC., ou, email=lurias@comcast.net, c=US e##lost Date: 2016.01.25 15:47:05 -05'00' p� '6 (o MIAMI• MIAMI—DADE COUNTY DADE . rem1� ! , '� i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION ___T_(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) - j www.miAmidade.eov/economy Cury-A-Tech Corporation 930 W.231 Street Q 2 1 20, 115 Hialeah,FL 33010 A J SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building 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 11925"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W07.104, titled "Series 925 Alum. Single Hung Wdw. (L,M.I.)", sheets 1 through 5 of 5, dated 12/13/07, with revision C dated 07/13/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless 44v&ise noted herein. : 000 see*:* RENEWAL of this NOA shall be considered after a renewal application has bg�,f0;d and;04o'has bQai u::o no change in the applicable building code negatively affecting the performance oi;thilesproduct. . :9006: TERMINATION of this NOA will occur after the expiration date or if there has Mft a reMon or change • in the materials, use, and/or manufacture of the product or process. Misuse of this*lbA as an en�lotsemgq;,, m • of any product, for sales, advertising or any other purposes shall autoatically'e0ratiiate thi:�Y . Failgr,.•�• to comply with any section of this NOA shall be cause for termination and removal pIIjOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,•Flgrjda, atutl•••' followed by the expiration date may be displayed in advertising literature. If:knypgrtion bf the NOA:i&0 0: 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. 12-0507.04 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 Manuel Perez,P.E. NOA No.15-0409.15 IIAMF ADE COU TY Expiration Date: February 14,2018 Y1716 l$ ApprovalDate: July23,2015 Page 1 r t Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0107.03) 2. Drawing No. W07-104, titled"Series 925 Alum. Single Hung Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 12/13/07, with revision C dated 07/13/15, prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series S-925 aluminum single hung window,prepared by Fenestration Testing Laboratories,Inc.,Test Report No. FTL-5412,dated 12/03/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA#08-0107.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 03/20/15 and 07/13/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE • ....•. 1. Miami-Dade Department of Regulatory and Economic Resoilrcer(�RER}� •••••• .. . .o 0 . . • .• • E. MATERIAL CERTIFICATIONS •••;•• •• .•.•.• 000000 • • • 1. Notice of Acceptance No. 14-0423.15 issued to Eastman Chcwkal Company(MAJ for their"Saflex CP-Saflex and Saflex HP Composite GlascoInferlayers-with PES06••• Core" dated 06/19/14, expiring on 12/11/18. •••••• ""' 0000.. 0000 . 0000.. 0000.. • . • 0000.. 0000.. • . . 0000.. .• • • .•. sees anue P rez,P.E. Product Contro xaminer NOA No. I5-0409.15 Expiration Date: February 14,2018 Approval Date: July 23,2015 E-1 T T Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and of no financial interest, dated March 3, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5412, issued by Fenestration Testing Laboratory, Inc., dated 12/07/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 08-0107.03) G. OTHERS 1. Notice of Acceptance No. 12-0507.04, issued to Cury A Tech Corporation for their Series "925" Aluminum Single Hung Window - L.M.I., approved on 08/02/12 and expiring on 02/14/18. .090.0 0000.. 0000.. 0000.. 0000 .. 0000 . .. 0000. 0000.. .0 .. . 0000.. 999999 . . ...... .. 0 0.0 . 04 0 WMWIGAAS — Manuel erez, E. Product t:Ontr Exa finer NOA No. 1 - 409.15 Expiration Date: February 14,2018 Approval Date: July 23,2015 E-z U WINDOW WIDTH T. • 3 48 1/8' 0 FALSE RUNTINS D.L.OPG. (FIXED) (SURFACE APPLIED) .7 6 3 MAY BE USED ILA-) is MAX. M iiii�GGGG g S oU fIEAD/SILL/SILL iii555 u 1 c4 11 ii °J O ol � 7y 'CID gLL q1 �� Z u n n x n a --- ii il. Xg v 0 w O ==fit-' - o`� 3 � !I 0 �I. a w 0� I Z owo 4'MAX. ut = O of HEAD/SILL CORNERS v J 48 1/8- n tL D.L. OPG. (VENT) --- Q N=a 501/4' 6 VENF WIDTH w 7M N U V)2 SERIES '925' ALUMINUM SINGLE HUNG WINDOW TYPICAL ELEVATION o 1 OVER 1 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE TESTED UNIT COMBINATIONS OF S.H/S.H. OR SINGLE HUNG WITH OTHER MIAMI-OADE COUNTY APPR'D WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. a R LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH IME• • • • • • c• REQUIREMENTS OF THE FLORIDA BUILDING CODE INOCUDING HIGMVELOI!11Y • • • • • cog A S • •• • • • • ••• • • HURRICANE ZONE (HVHZ). • • • • • • • • • 1 '> WOOD BUCKS BY OTHERS, MUST BE ANCHORED PRaPlRLY 146BtANSFLR+• • • • •• THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT.i LOADS TO THE STRUCTURE. SHUTTERS ARE NOT REQUIRED. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PRODUCTRIMSB.D E.g.davAD AHLIAO d, • ••• ••• ••• ••• ••• CML 3 ANCHORING OR LOADING CONDITIONS NOT SHOWjI IN�THES�DETAILS ANE • • • 9m dhig We FIoTLds FLA.PE 70592 ^ 3 NOT PART OF THIS APPROVAL. • • • • • • �c 538 v Planto No A LOAD DURATION INCREASE IS USED IN DESIGN a ooANCH:Pp 111TO W� WILY.• • • • •• IE DUD Dam ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC•ARIfNON�OMPRESSIB.E. • • • ,By 4 2Q15 druwlO"O' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �0 P`odugC COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 7NIS IS NOT VALID UT CORPORATE SEAL W07-104 REQUIREMENTS OF THE FLORIDA BUILDING CODE. ••• • • • • ••• • OF CURV-A-TECH CORPORATION AND A LABEL AFFIXED. • sheet 1 of $ • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 • EQUAL LITES WINDOWS UNEQUAL LITES (ORIEL TYPES) WINDOWS V DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF m I WINDOW JAMB WITH JAMB WITHOUT 'i WINDOW JAMB WITH JAMB WITHOUT DIMENSIONS SHEAR CLIPS SHEAR CLIPS DIMENSIONS SHEAR CLIPS SHEAR CLIPS ' d S Z j WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) _ WIDTH HEIGHT EXT. (+) INT. (-) EXT.(+) INT. (-) = N Qa tfc 19-1/s" 70.0 70.0 70.0 70.0 19-1/8" 70.0 70.0 70.0 70.0 fy 26-1/2' 70.0 70.0 70.0 70.0 26-1/2" 70.0 70.0 70.0 70.0 26" 50-5/8" -- . �0,( u 37" 70.0 70.0 70.0 70.0 37' 70.0 70.0 70.0 70.0 I I fSu 42" 70.0 70.0 70.0 70.0 I I 42° 70.0 70.0 70.0 70.0 IN I a a 53-1/8 70.0 70.0 70.0 70.0 48' 70.0 70.0 70.0 70.0 ��+----------- Q 19-1/8" 70.0 70.0 70.0 70.0 53-1/8 70.0 70.0 69.0 69.0 V 26-1/2" 70.0 70.0 70.0 70.0 19-1/8" 70.0 70.0 70.0 70.0 z a a 37• 70.0 70.0 70.0 70.0 26-1/2" 70.0 70.0 70.0 70.0 VQ I.o 42• 70.0 70.0 70.0 70.0 37• 58" 70.0 70.0 70.0 70.0 yy��j W 0 p 53-1/8 70.0 70.0 70.0 70.0 42• 70.0 70.0 70.0 70.0 LL z(A g 19-i/8" 70.0 70.0 70.0 70.0 48• 70.0 70.0 70.0 70.0 J t7 I 26-1/2" 70.0 70.0 70.0 70.0 19-1/8" 70.0 70.0 70.0 70.0 �it f s0-5/s' 37' 70.0 70.0 70.0 70.026-1/2" 70.0 70.0 70.0 70.0 c '� 42" 70.0 70.0 70.0 70.0_ 37" 63" 70.0 70.0 70.0 70.0 m m 53-1/8 70.0 70.0 64.5 64.5 42° 70.0 70.0 70.0 70.0 v Z 19-1/8' 70.0 70.0 70.0 70.0 19-1/8" _ 70.0 70.0 70.0 70.0 3 0 26-1/2" 70.0 70.0 70.0 70.0 26-1/2 74-1/q 70.0 70.0 70.0 70.0 P3 70.0 70.0 70.0 70.0 z 0 42' 70.0 70.0 69.6 69.6 = 0- 53-1/8 70.0 70.0 59.3 59.3 wJ O 19-1/8' 70.0 70.0 70.0 _70.0 z 0 W 26-1/2' 70.0--- 70.0 70.0 70.0 =N M 37" 63" 70.0 70.0 70.0 70.0 0 42' 70.0 70.0 67.0 67.0 1/8-H.S. GLASS I N N 53--1/8 70.0 70.0 56.6 56.6 rn ¢ m 19-1/8' 70.0 70.0 70.0 70.0 090'Interlayer (n Salle Clear And Color Glass iY 26-1/2" 70.0 70.0 70.0 70.0 74-1 4" O 37• / 70.0 70.0 70.0 70.0 By Eastman Chemical Co.' U 42• 70.0 70.0 63.1 63.1 1/8"H.S. GLASS r -� 53-1/8 70.0 70.0 52.5 52.5 SILICONE ALUMINUM DOW CORNING 995 ROLL FORMED i GLAZING BEAD m 17 o o o i n cs u�a� Ig Er ==Er JAMB WITH J�B �'ftEI�UT• • • • • •• AT 1/4 POINTS •n�_ SHEAR CLIPS •SfCEAR CL�4'S• • • • • • • ON LITES WIDER 18 0 0 E r • • •• • • • • • THAN 36.ONLY •• ••• •• • • • •• GLAZING DETAIL Engr:3AAD AHMAD e • ••• ••• ••• ••• ••• FLA.PE#70592 • • • • • (�OrE: • CAN 3538 • • • • `LASS rAPACITIES ON THIS SHEET ARE e •• • • • • • • PRODUCT REVISED o b u • •• •• • • •BAGEO OM ASTM E1300-09 (3 SEC. GUSTS complyie whh the l-lodde ----, ••• • • • AND FLORIDA BUILDING COMMISSION DuIn No ic emia ADECLARATORY STATEMENT DCA05-DEC-219 drawing no. Evil°"onD&e W07-104 BY••• • • • • ••• • • 1%,fla l Pr 41juLsheet 2 of $ • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 • 000 • • TYPICAL ANCHORS SEE ELEV. 18Y -1 1 FOR SPACING WOOD BUCK j fl DISTMETAL MIAMI—OAOE COUNTY APPROVED EDGE STRUCTURE MULLION&MULLION ANCHORS EDGE SEE SEPARATE NOAO ' 01ST. "I EDGE DIST. a < �a TYPICAL ANCHORS 0 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SPAC SPACING SPACING FOR SPACING FOR SPACING FOR SPAC SEE SEE z � � TYPICAL ANCHORS: SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CURV-A-TECH z m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. ULTRACON BY 'ELCO (Fe-1177 KSI, Fy=155 KSI) g 0 AND TRANSFER THEM TO THE BUILDING STRUCTURE. n INTO 28Y WOOD BUCKS OR WOOD STRUCTURES Z � 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) O a SEALANT: _ x a THRU 16Y BUCKS INTO CONC. OR MASONRY 0 w FRAME CORNERS, FRAME SILL INSTALLATION SCREWS, 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) z O wo VENT CORNER SEAMS AND FIXED MEETING RAIL AT END 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 0 9 5 SEALED WITH 'SCHNEE MOREHEAD SM 5504' SEALANT. 0 l71 M W m OR EQUIVALENT DIRECTLY INTO CONC. OR MASONRY WDM m 3 i „ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) I Mri $ Ixi 12 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Q N m 1 O I #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) w W j INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") N U E INTO METAL STRUCTURES Wo . , STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 1 0 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) d 0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) z TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. 0t, ' t INTO WOOD STRUCTURE = 1" MIN. , INTO METAL STRUCTURE = 3/4" MIN. m g 112, x FOAM PAD— 1 6 CE OPEN CELL FOAM , WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. AT EACH VEEP SLDT 1e 60 CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. «m 113 • • • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm 2000 PSI MIN. � •„';; 3/16' X 1 3/4' • 2 • •• • • • • • VEEP SLOTS • !• • • • • ••• • a 0 0 AT EACH END • x• • • • • • • • v a m v Enar.JAVAD AHMAD n ,e d CIVIL 46 •A• •• ;, •' y FLA.PE 8 70592 . ° • •- ,•d ° • •. dPRODUCTRRVISGD CAN.3538 }., .. e ° ' ••• • • • • v• �°° � ,as ca 1 NB wilh the 1•To11da � �' o, Huitdlilg Cada 8 5 _8 ti •• :• •• e v. q•. Aaepta8co 1V0 O •�� SPACING t a a a TYAORI.•ANCH@'2S v .TYPICAL ANCHORS I'kpl/Wl Da10 j�1 drawing n0. e SEE — o _SER L'LLV. FOR SPACING FOR SPACING gy •W07-104 EDGE DIST. • • • •••oc.wsr. • M7 Con I L, 14 2015 9neet Sof 5 • • • • • • • • • • • •• •• • • • •• •• V � n Z � j so 0 o � —1/4,", SHIM�{ I 1/4"MAX. 1/4"MAX. 4 Z S} O SHIMS SHIM �Ila rr1' �Lr 28Y WOOD BUCK VENT WIDTH TYPICAL ANCHORS IU t� OR — SEE ELEV. W D STRUC FOR SPACING A 17 8 10 18 ° TYPICAL ANCHORS m ° SFE ELEV. J Z FOR SPACING �'' y� U =_____ -- _ __ _ _--- _ _ 1Y �� _ d°t'4' d z Owo TYPICAL ANCHORS3 � METAL �M-r SEE ELEV. EXTERIOR FOR SPACING STRUCTURE Q N N O.L. OPG. z WIM NDOW WIDTH Ix (' r'ii U cn O MIAMI-DAOE COUNTY TYPE ANCHORS I � APPROVED MULLION_ k MULLION ANCHORS SEE ELEV. SEE SEPARATE NOA FOR SPACING o" 2F.- 00 r •• ••• • 0 Engr.JAVAD AHMAD n r 9 I WINDOW WIDTHW J WIDTH FLA.PEE CML 0592 ry • • • • ! • • CAN.3 38 • • • • • • PRODUCI'RBVISBD >o •• • • • • • • • �rnorply41g�*L dre Florid+ o � y • •• •• • • a • •• HrrOding Code O ••• • • • s • A�tm�� O .� Browing no. 1)07-104 Bunn de Pr ua rol 4to 5 sheet 4 of 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • p —z.oso _ I RE!!d PART B READ. DESCRIPTION REMARKS ul 4 1 13202 1 FRAME HEAD 6063-T6(ALUM) 912 .062 1,250— 2 13203 1 FRAME SILL 6063-T6(ALUM) n 3 13204 2 FRAME JAMB 8083-T6(ALUM) 4 13205 t MEETING HAIL 6063-TB(ALUM) L 5 13405 1 SASH TOP RAIL 6063-T6(ALUM) I FRAME HEAD Q o. O 6063-T6 9 T.13C-3011 1 SASH BOTTOM RAIL 6063-T6(ALUM) O U 2 SASH SIDE RAIL 6063-T5(ALUM) IGS'1 14 ASSEMBLY SCREWS B 8% 1'P.H.PHILIPS CRS Q,O 1i; 4/VENT FACE GUIDES 2/SIDE - NYLON V I,pg� 4 2/VENT SASH LATCH AT 6-1/4'FROM ENDScy AS REOD. FIN SEAL PILEQAS READ. WEATHER STRIP BULB VINYL - S-a�C �I 1.046 F>- 14 - AS REOD. SILICONE BACK BEDDING OH 10 SEALANT OR EQUAL _ Ipy�+f 3 (� 15 - AS REOD. GLAZING BEAD ROLL FORMED ALUM. Z MEETING RAI16 - 2 BLOCK&TACKLE BALANCE g`Sk OL _ 4 6063-T6 17 - AS READ. SHEAR CLIP,3'LONG AT ANCHOR LOCATIONS 8063-TB(ALUM) G3i• 984 18 - AS RF.OD. SErnNG BLOCKS EPOM,DUROML?ER 8015 SHORE A --� w z 1.062 —.0620 1 C 9 L 312 = IL w SASH TOP RAIL O z U�o Q 8063-T6 O rn = p 1.624 1 6100 .062 .812 SASH BOTTOM RAIL 6063-T6 3 0 i Lwti gA .062 ,026 ttgmaNlJ_ bi f " � 2.173 SHEAR CLIP .750 6063 TB• • • • • • • c v n ri �_ �1.126� • •• ••• • • • •• p 03 1.6 —2.082 • •0 ••• 0 ••• j �a //�� Fi •a---� � 'i VENT CORNER DETAIL 02 6063-T5 .062 1.0114 Engr,3AVAD AHMAO n o 0 1.062 2,000 ••• ••• ••• ••• CML.6 • • • • ! • FLA.PE B 4.,UL34:205 38 �+ PROI}UCf RBVIS® CAN 3538 n • • • • • • w complying With ft Flodds 062 812 • • • • • • • Budding Curio •1 • •• • • • FRA '•CORNER DETAIL Acoepuetwo No f^---2.06.: • • • • • . ADM. c � Browing no. BY C SAS SIDES RAIL O FR6D63-76 MB Mi �1canlrol W07-104 sheet 5 of $ • • • • • • • • • • ••• • • • ••• • • MIAMI•UADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.sov/economy Cury-A-Tech Corporation 930 West 23rd Street, Hialeah,Fl.33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction: RER reseives 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 715 Aluminum Outswing French Doors w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No.W12-19 Rev A,titled"Series Alum French Door w/sidelites(L.M.I.)", sheets 1 through 14 of 14,prepared by AL-Farooq Corporation,dated 05/07/12 and last revised on MAR 20,2015, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: I. When door is mulled with sidelites the max.door frame width are limited to 79.5"double(41.5"single). 2. Max Partial Alum Clad Plywood Panel not to exceed 38-1/4"W x 35-3/4"H for sidelites and 29-1/8"W x 35- 1/4"H for door leaf,as glazed on sheet 3 and detailed in section © in sheet 12. :••• •• • 3. Cury-A Tech SHW is under separate approval,when used lower DP of door, SHW%r Aplite sj411 cpntrol. LABELING:Each unit shall bear a permanent label with the manufacturer's name or leg©,wily,state;ad series and•'• following statement: "Miami-Dade County Product Control Approved",noted herein. •••••• :....: RENEWAL of this NOA shall be considered after a renewal application has been filed and O ere ha;tle.ejrno chgpgg•• 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 I*d IStment of an product, • for sales,advertising or any other purposes shall automatically terminate this NOA.Fail3!tre to compl1-wit -any ••• section of this NOA shall be cause for termination and removal of NOA. 000 •••••• •• • • ... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and€ahoived 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#12-0529.19 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.15-0409.18 MU0.MFDAOECOUNTY Expiration Date: August 30,2017 Approval Date: August 06,2015 Pagel 1` Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under file#12-0529.19) 2. Drawing No.W12-19 Rev A,titled"Series Alum French Door w/sidelitws(L.M.1.)",sheets 1 through 14 of 14,prepared by AL-Farooq Corporation,dated 05/07/12 and last revised on MAR 20,2015,signed and sealed by Javad Ahmad, P.E. B. TESTS(submitted under file#12-0529.19) 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an outswing aluminum glass door w/wo Sidelite,prepared by Fenestration Testing Lab., Inc.,Test Report No. FTL-6749, dated 03/1212, signed and sealed by Marlin D. Brinston,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition),prepared by Al Farooq Corporation, dated 05/14/12 and revised on MAR 20,2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTIVIE-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER% 0000.. 0000.. . 0 • E. MATERIAL CERTIFICATIONS so ' ' 000.. . . .. . .. 0 1. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical gppany, ();ormer . 0000 Solutia Inc.)for"Saflex: Clear&color glass interlayer", expiring. 05/21/16. . :0000: 0 . 0000 . .. 00000 F. STATEMENTS """ 0 • . . 0000.. 0000.. 1. Statement letter of conformance to FBC 2014 and letter of no finlnpliLinterest,prepared by Al Farooq Corporation,dated 03/20/15,signed and sealed by 7avAd:Ahmad,P,E. •••• • 0.006. 2. Lab compliance as part of the above referenced test report. • . . 0000.. .. 0000 G. OTHER 1. This NOA revises NOA#12-0529.19, expiring 08/30/17. 2. Test proposal, dated 10/26/11 approved by PERA. Z.-1.�..,..�. shaq L Chanda,P.E. Product Control Examiner NOA No. 15-0409.18 Expiration Date: August 30,2017 Approval Date: August 06,2015 E-1 at t/a'MAX. 79 1/2"MAX. DOOR FRAME WIDTH DOOR FRAME WIDTH 11� 4"MAX. �II�,jIIy 3• 13 7/18° 6 3- 1 / MAX 4° I I MAYS BE USED �zd HEADMSILL HEAD HFAp/SILL • .� CORNERS A SILL CORNERS A a 9 is � I0 L-=v=== -\o / T i l _==v\k FAODUGtp�YlSd! p' O / NbLt•lgoAda /t u'b g�LI il00�•I Ulp�xzol J Z M x ___fJ t�..- g S n 2 j i i __'�- Q io w m ro 'I ----ir--- °row ry ,n -4 LOCK vQIfT10NS --- m rn m o LOCI�ETNS — m m r� SEE Sto 5 i I v td r^r \ 4 SERIES 715 ALUMINUM FRENCH DOOR IY/ SIDELITES I� O r APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. 3 p SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. $ p W o rl ; I ii v U ' , -- - - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ACTT. ACTIVE ; INACTIVE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY NlyHURRICANE ZONE (HVHZ). F-M B r n g \g� 113 7/18, m� iBY OR 2BY WOOD BUCKS BY OTHERS, MUST 8E ANCHORED PROPERLY TO a 04 �o I MAX o TRANSFER LOADS TO THE STRUCTURE. 27 3/4' 27 3/4" HEAD " ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS D.L. OPG. D.L.OPG. SILL EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. E p rn= 37 3/4"MAX. 37 3/4"MAX. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS1 LEAF WIDTH LEAF WIDTH ARE NOT PART OF THIS APPROVAL. TYPICAL ELEVATION TYPICAL ELEVATION A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ( XXX) MATERIALS INCLUDING BUT N01 LIMITED 10 SIELL/MLIAL SCREWS, THAT COME INTO ( ) CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS DOOR OPTIONS OF CURRENT FLORIDA BLDG. CODE. 0; R i? DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF $ SINGLE DOORS (X) DOUBLE (XX) y S DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS s FRAME I LEAF FRAME FRAME LEAF FRAME WIDTH WIDTH HEIGHT EXT.(i) INT,(-) EXT.(+) WT.(-) • ••• • t • •A1DTN 5•L1tH HEIGHT Tri 41-1/2°37-3/4' 98" 1 65.0 70.0 • • ••• • • -1 2' 7-3/4` 98' 65.0 70.0 y a R U NOTE: • •• • • • • t•• • mo<m VERIFY COMPLIANCE Wgi tG%VIM}{' ONSVE••RE:E(Y)IRW,• THIS N0A IS NOT YAIID WITHOUT CORPORATE SEAL 0 OF CURV-A-TECH CORPORATION AND A LABEL AFFIXED. NOTE: Erq..JAVAO AHMAD c u _ FLUSH BOLTS AND LOCKS MUST BE CML ENGAPEO TO#RFiAD ANDJSIL•DUMMS ••• •t tSS D.LO. DIMS FIA E 70592 �+ PFjt101S OF HURRICANE V&RNING. • • •' CA E. S38 }. 000 • • • • O.L.O. HEIGHT = FRAME HEIGHT - 11.687" a B 3 NOTE: •• • • • • • • E.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.750•' ) - o 8: 3 GLASS CAPACITIES ON THIS SHEET ARE • •• •• • • • • 4.x.0. WIDTH (XX DOORS) _ (FRAME WIDTH - 24")/2 ••• • • • • AR 2 Q 2115 f drowing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) --- ANO FLORIDA BUILDING COMMISSION DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. DECLARATORY STATEMENT DCA05-DEC-219 • SHUTTERS ARF. NOT RFWIZ-1] QUIRFD. sheat—_1 -'140 see9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 205 1/2"MAX. Le I N 42' 79 1/2` 42" 42" O SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH CL 6'MAX. (`� 3" 6" 3" 8" 6` O o ICO3.RNERS F `A J r— 'D I � \' l CL� �i,I� �a �I r j \'_') J r �o TP iovJl N O I M O ____�L_________ ____ -----_- rrr_ ----�� -F -- "--- T'ROtHICFREVEPdL13 •Z IO o IX F 4 It44Ld'LTicltr.;Art4cwjt = V wn z �o CHAIR RAIL OPTIONAL III INAC— ] ACTIVE k' SILL o v 38 1/4` I 27 3/4` 27 3/4" 38 1/4` 38 1/4` O.L.OPE. D.L. OPG. D.I.OPE. D.L. OPG. 0.1. OPG. 0 SURFACE APPLIED FALSE MUNTINS O TYPICAL ELEVATION MAY BE USED LOW-PROFILE SIDELITE �HI-PROFILE SIOELTTC ( OXXOO ) TOP& BOTTOM FRAME IOP&L101I0M FRAMEt m�o SMUT OI'TIOHiS •• •• •• NOTES: • • • • • • • • • 1. DOORS ARE VIEWED FROM OUTSIDE. c m • • •• • • • • • 2. FRENCH DOORS WITHOUT INSECT SCREENS. o NOTE: • •• • • • • ••• • 'q MAX.PARTIAL ALUM CLAD PLYWOOD PANEL NOT TO EXUES• • • • • • • • • o a m FOR SIDELITE 38-1/4'WIDTH X 35-3/4"HEIGHT ••• •• • • • •• C-c —� FOR DOOR 29-1/8'WIDTH X 35-1/4`HEIGHT 0 • ••• ••• ♦•• 00: ••• Eng,3AVAD AHMAD • • • • • CM GLASS U.L.O. DIMS. FLA.PE L\3892 u ••• • •• • •• D.L.D. HEIGHT (HIGH PROFILE SIDELITE) = FRAME HEIGHT - 11.750O.L4@aWIDTII (LOW ' c.A.N.j• • ••O.L.O. WIDTH (SIELITE)F= FRAME SIOLLIWDTH - 4.250!OTH - 5.250"O.L.O. HEIGHT (DOOR) = FRAME HEIGHT - 11.687" drawing no. D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.750" ,0201 W12-19 D.J.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 24")/2 v ••• • • • • ••• • • {sheet Q of 14) • •• •• • • • •• •• ••• • • • ••• • • 85"MAX. U FRAME WIDIH �� m 31 9/16- 43" 42" WINDOW WIDTH DOOR FRAME WIDTH SIDELITE WIDTH Z 3 26 9/16" 6, 0 CURV-A-TECH D.L.OPG. (FIXED) 6.MAX 3° P(ii S.H.WDW. (v UNDER SEPARETE NOA HEAD/SILL �F a G s CORNERS \`• I ,,,• \J Ch1 GLASS O& SEE SHEET 5 o a Q • '� r o / (Q / i I NOTE: Q n— DOORS WITH S.H. WINDOW INSERT (UNDER SEPARATE NOA) 000 _ ------I / o MAY DE INSTALLED WITH OR WITHOUT SIDELITES. 3� j -4 SEE SHEET 4 FOR SIDELITE CAPACITY. IL z s ®R n� o } N O /nl ��/ reoDucr _ - - -- o 0 \ � b zs 9 1s" S 7/16°L�AAL.cuss T RIRRlOittcml,a� D.L OPC. (PENT) - 'a O 7/8'LAM\INSUI.GIA 7/16"UW.GLASS 40 d 28 11/16' OR \ 7/8'LAM.WSUL.GLASS n $ IY Li �- PARTIAL ALUM\CLAD OR n 4 1/8"H.S. GLASS o O W 0 VENT WIDTH PLYWOOD PANEL PARTIAL ALUM CLAD PLYWOOD n o OPNG.SIZE \ PANEL OPNG.SIZE 090"Interlayer SILICONE DOW CORNING 995 =t~i11+0i SINGLE HUNG WINDOW INSTALLATION 29-1/8"WIDTH MAX. 38-1/4'WIDTH MAX. SoBex Clear And Color Glass U r1 m FOR ILLUSTRATION ONLY 35-1/4'HEIGHT MAX\ 35-3/4°HEIGHT MAX. By 'Eostman Ch—iool Co.' I _ .080"ALUM PANEL 1/8"H.S.GLASS Q a 5/8'PLYWOOD I 14 7/8' CO, MAX. m SILICONE -080"ALUM PANLL O M Q w HEAD w DOW CORNING 995 �5 Urn= n SILL �0 SILICONE ALUMINUM w _ ( _ DOW CORNING 995 29 1/8" 38 1/4° ROLL FORMED z C Z m ' D.L. OPG. D.L. OPG. GLAZING BEAD m ~\ 39° ^ u c� / �l 12 LEAF WIDTH I I ��e I TYPICAL ELEVATION o P w 114 w a g S 29SINGLE LEAF DOOR WIT}I•SERIC&93D WNGL€ HU 1IG tWDT9.•WSERT O D cV. - S.H. WINDOTY DOO5/16"LAM.GLASS PARTIAL ALUM CLAD PLYWOOD T • •• • • • • ••• • WINDHTP INS&R%pperil,N• • • GLAZING DETAILS r o 1 SINGLE LEAF(%) DOORS D qr.JAM AHMAD nm e WITH CURV-A-TECH S.H. WDW.INSERT FLA,PE7059 CIVIL 2 11 p d' • AGN LO"&P&J"- PSI••• 000 CAN.J548 •••••,,,,,_____ • • • 7/18'L91•C SS • I 8 v` 'LV. OR• •D00 •7/8"UIBUL•LAN.GLL% / 1 F Lt FRAME H LR1T *Afl1ft AWIMCLADPLY6OD1 NOTE: (INCHES (INCH ) EXT.(+) INT.(-) LOWER DESIGN PRESSURE OF SINGLE LEAF DOOR 'drawing no. OR SINGLE HUNG WINDOW(UNDER SEPARATE APPROVAL) (�� W12_�9 43" 98" 65.0 70.0 OR SIDELITE SHALL CONTROL THE ENTIRE ASSEMBLY. IWO 2015 l sheet 3 Ot I4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR DOOR DOOR DOOR DOOR O(� DESIGN LOAD CAPACITY - PSF FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME y,�U SIAIIONARY PANEL(0)ON DOORS WITH SIOLUILS WIDTH W{DTH WIDTH WIDTH WIDTH WIDTH WIDTH WIOTII WIDTH WIDTH WIDTH O1 (SEE NOTE BELOW) N SIDELITE SIDEWTE TO SIDELITE SIDELITE TO DOOR ; SIDELITE FRAME Z WIDTH HEIGHT W/O REINF. WITH REINF. W/O REINF. WITH REINF. INCHES INCHES EXT.(+)INT.(-)EXT.(+) INT.(-)EXT.(+)INT.(-)EXT.(+) INT.(-) /i� iii ii, /ii. ii; / �i �i• 5< /i�; �� %.\ Q ,a 24 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.00.0 6gj iQ 30 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 36 BO 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 42 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 48 56.9 6i.3 58.9 81.3 56.9 61.3 56.9 Bf.3 \ \ \ \ / ti 11 24 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 - \ \ \ / 30 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 %0) (OXO) (%00 (%OX) 36 84 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 OX) (00%3 p 42 65.0 70.0 65.0 70.0 85.0 70.0 65.0 70.0 SIDELITE DOOR FRAME SIDELITE DOOR FRAME SIDELITE SIDELITE SIDELITE DOOR FRAME a N 48 56.9 � 61.3 56.9 61.3 56.9 fi1.3 56.9 � 61.3 LL 2 WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH r �T 2e 65.0 70.0 65.0 70.0 65.0 70.0 65.0 . 70.0 .5 q 30 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 , eeit 36 90 65.0 70.0 65.0 70.0 65.0 70.0 65.0 70.0 \ \ / \ c-� 42 65.0 65.9 _65.0 70.0 65.0 65.8 65.0-_ 70.0 45 60.7 62.3 60.7 65.3 60.7 64.0 60.7 65.3 i i% 24 65.0 70.0 65.0 70.0 65.0 67.4 65.0 70.0 z '� 'i- Z 30 65.0 70.0 65.0 70.0 61.8 61.8 65.0 70.0 w a O 36 96 61.J 81.3 65.0 70.0 57.3 57.3 65.0 70.0 42 SJ.7 53.7 65.0 70.0 53.7 53.7 65.0 70.0 / a 24 85.0 70.0 65.0 70.0 63.2 63.2 65.0 70.0 \ / \ / \ / o O 30 65.0 6Z8 65.0 70.0 58.0 58.0 65.0 70.0 - _ - U U o 36 98 57.5 57.5 65.0 70.0 53.7 53.7 65.0 70.0 (XXL) (OXXO) l0OXX V n m 42 50.3 50.3 65.0 70.0 50.3 50.3 65.0 70.0 SIDELITE l ) ( WIDTH i N ii m SIDELITE DOOR FRAME SIDELITE . SIDELITE WIDTH WIDTH WIDTH I WIDTH �IIODDE:f RLV19£H a Cadr•M Ik FbrWa / \ �g U o x W c S REINFORCING REINFORCING AS REGO. AS REOD+ m g SEE CHART (0) SEE CHART (D%%00) _ (DOUG) •• ••• • • • NOTE: d4L,"i • GLASS CAPACITIES ON THIS SHEET AREga ••[ BASED ON ASTM E1300--09 (3 SEC. GUSTS) do,�m "-'- • • • • • =' AND FLORIDA BUILDING COMMISSION ` ••• •• • •• DEC(ARATORY STATFMFNT DCA05-DFC-219 SIDELITE WIDTH SIDELITE WIDTH DOOR Is WIDTH SIDELITE WIDTH DOOR FRAME WIDTH _ i (X) OR(XX) (%)OR(XX) A Ear.�CMLVAD AtiMAD n� N o SIDELITE TO SIDELPPE • ••• ••• ••• ••• ••• SIDELITE TO DOOR F CAN. 70592 T8 • • • • • • to t b a •FO D0:(�S CAPACZTTES•$�E SHEET •• 1 / draw�in no FOR SIDELITE CAPACITIES SEE CHART ABOV�. 9 LOWER VALUES FROM DOOR OR SIDELITE CHART MA 2015 W12-19 WILL APPLY TO ENTIRE SYSTEM. L sheet 4 0(14 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOCK OPTIONS: �� F U ACTIVE LEAF: ACTIVE LEAF: ACT A�: ACTIVE LEAF: SURFACE MOUNT DEAD BOLT LOCK BY'SULLIVAN &ASSOC.' 4 POINT LOCK SYSTEM BY'INItRLOCK'AT 39" 4 POINT LOCK SYSTEM BY'INTERLOCK'AT 39' 4 POINT LOCK SYSTEM BY 'INTERLOCK'AT 39" — a AT 45"FROM BOTTOM,KEY OPERATED ON FROM BOTTOM FROM BOTTOM FROM BOTTOM Z EXTERIOR AND THUMB TURN ON INTERIOR HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS Q FASTENED TO ACTIVE LEAF LOCK STILE WITH ENGAGING AT HEAD AND SILL ENGAGING AT HEAD AND SILL ENGAGING AT HEAD AND SILL Imo" W Idz (2) 1/4-28 X 2-1/2"OH MS KEY OPFRATFO ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON la LEVER TYPE METALLIC HANDLE AT 37"FROM INTERIOR INTERIOR INTERIOR IL s BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE FASTENED TO ACTIVE LEAF LOCK STILE WITH FASTENED TO ACTIVE LEAF LOCK STILE WITH FASTENED TO ACTIVE LEAF LOCK STILE WITH Q O ° WITH(2) 88-32 X 1-3/4"PH MS. (2) 05-32 X 2.OH MS (2) 08-32 X 2.OH MS (2) #8-32 X 2"Oil MS a U CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' �i O MANUALLY OPERATED LEVERS MOUNTED ON STILL FACE, INACTIVE LEAF: INACTIVE LEAF: INACM LEAF_ �j Q LOCATED AT 1AND 68" FROM BOTTOM L FASTENED tU LCONCFATFD FLUSH BOLTS BY'SULLIVAN&ASSOC.' 2 POINT LOCK SYSTEM BY'INTERLOCK'AT 39" CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOC.' 7 two LOCK STILI WITH #B X 3/4" FH SMS (2)SCREWS PER BOLT MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, FROM BOTTOM MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, al M < _ I LOCATED AT 12"AND 68"FROM BOTTOM HANDLE ACTIVATES SIIOOT DOLTS ENGAGING AT LOCATED AT 12"AND 68"FROM BOTTOM 4 Q FASTENED TO LOCK STILE WITH HEAD AND SILL FASTENED TO LOCK STILE WITH v df IS O I INACTIVE LFAF Q8 X 3/4"FH SMS(2)SCREWS PER BOLT FASTENED TO INACTIVE LEAF LOCK STILE WITH 88 X 3/4"FH SMS (2)SCREWS PER DOLT O (2) #8-32 X 2"UH MS 3 -. CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON a •i INSIDE FACE OF LEAF STILE LOCATED AT 28"FROM TOP AND 12"FROM BOTTOM FASTENED TO LOCK STILE WITH _ S8 X 3/4"FH SMS(2)PER BOLT (---� =gI PD BIZ O I I it ii o OWL) W \\ \\ ! ° INACn / LA.-\\ wAernE\ I;I/ncrr7E INACmEi ;/ aerae wA.VE\i I i/ ACTnE a ¢ � a0� Il On x o 3/16"TEMP. GLASS t 11• Ilda 3/16"HEAT STREN'D GLASS 1/4"AIR SPACE WITH OPTIONAL MUNTINS HINGES: a 3/16'HEAT STREN'D CLASS 090"Interfayer gg b ALUMINUM/ST. STEEL HINGES BY'SULLIVAN&ASSOC. Soflex Clear And Color Glass p9p"Interlayer AN HINGES PER LEAF AT 11-1/8"FROM TOP& BOTTOM By 'Eastman Chemical Co.' Soflex Clear And Color Glass AND AT MIOSPAN c By'Eastman Chemical Co.' ST. STEEL HINGES REQUIRE BACK-UP PLATES 3/16'HEAT STREN'D GLASS mT 3/16"HEAT STREN'D GLASS m 8 g SILICONE DOW CORNING 995 •• ••• • • • • • • SILICONE m^^'. • • • • • •i• • • _ z DOW CORNING 995 o«'N m c • • • • • •m 2 • `ai I-- 27 •• ••• •• • �• /•• 15\ Erg,:AVAD AHMAD •r o CML • ••• ••• ••• 1 • ' m t FIA.PE,170592 n ' • • • • • ° 14 • 9 •• • • • • •• •\ i 28 .. .• ••• • • • • 7/16'LAM.GLASS 7/6.OVERALL INSUL. LAM. CLASS ./i W1 2-19 drowin GLAZING OPTIONS sheet 5 off4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9/16-MIN. TYPICAL ANCHORS Toy 2BY WOOD BUCK THROW BOLT EDGE DIST. /-SEE ELEVATIONS .EDGF DIST. WOODK BUCK \ OR WOOD STRUCTURE PENETRATION FOR SPACING •4; SEE NOTE SHEET 1 SMETAL TRUCTURE M cv •' EDGED EDGE DIST. Y 3 p �I �I U UO2J V Ltil?J xg V 8 .-. a Ka O_ I I m ¢ '� � m 0 N w! 4 rn w rn '- rn � m u t� CA) i 26 28 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS 0'& lq SEE ELLVAIIDNS SEE ELEVATIONS FOR SPACING ------------------- e y Q QQ FOR SPACING FOR SPACING ------------------I VS I I I I MIAMI-DAOE COUNTY APPROVED I I I 7 I Cl IPPFD MUl I ION I O ! I I SEE SEPARATE NOA It WOOD BUCKS AND METAL STRUCTURE NOT BY CURV-A-TECH CORP. —� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o AND TRANSFER THEM TO THE BUILDING STRUCTURE. O w W 1 TYPICAL ANCHORS Z TYPICAL. ANCHORS: SFF ELEV. FOR SPACING SEE ELEVATIONS U FOR SPACING g F N 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI, FY-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES la d g Q � I 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) pRODUCPREVISED �$ U�Ula�jo <v 0 6 0 THRU 1BY BUCKS INTO CONC. OR MASONRY umltgyba."roeFltttm c� _ = o 1 -1 4" MIN. EMBED INTO CONCRETE HEAD " COQ 3 ° a, J-4 / (HEAD) AKcpt�wt No ON U "MT m s W _ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ¢�gnwle°ooTeL� , m DIRECTLY INTO CONC. OR MASONRY Ny S I Q W 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) MtaJ C n >13 n 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Mg U M_ #14 SMS OR SELF DRILLING SCREWS (GRADE 2 ORS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) . (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `o t B TYPICAL EDGE DISTANCE - V I I INTO CONCRF.IE AND MASONRY = ?-1/'1" MIN. 7 INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. •• ••• • • • • • •• t I' • • • • • • • • • C v'�' W000 AT HEAD OR JAMBS SG = 0.55 MIN. 28 28 • • •• • • • • • H v$ � � r • •• • • • • ••• • CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. WEEP SLOTS I I 1 • • s • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS Vm - 2000 PSI MIN. d o<w c OPTIONAL � �', � �• ••• •• • • • •• � -� m ANCHORS MAY BE HEX OR FLAT HEAD. ' Ergr.JAVAD AHYAD n •o O 000 •• ••• ••• ••• ••• SEALANTS FLA.PE g s82 0 $Y CML • • • • e C.AN.397 } • ° ° • • •• • •• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH - ° • •• •• • • • • •• 'SCHNEE MOREHEAD 5504' SEALANT. EDGE DIST. TYPICAL il1SHERS • • • • • 11.,E 1/2"MIN. SEE ELEVATIONS 2U15 drowmg no. THROW BOLT FOR SPACING /�/J•pTVt PENETRnnoN DOOR DETAILS W12-19 ' 966 • • • • 696 • • �sheel got 14', • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 V � 1/4'MAX. ASTRAGAL FASTENERS � 1/4'MAX. SHIM O 3 ®10 X 1/2'FH MS SHIM Z 3 AT 1/4',3/4'FROM ENDS 1BY G AND 12'O.C.MAX. q TYPICAL ANCHORS V i6 '...\Y000 DUCK 54-FSEE ELEV IL wa a FOR SPACING ACTIVE LEAF I�'• p(' U �1 aj 26 28 13 Ito T4 TYPICALNCHORS13 _ SECV ° 8! FOR SPACING r 0 �¢ f"I)UC F Vitus 1S LL Z j 23 1 tai t7 as complylns wil4 tho iRmids 19111! 7 D.L. OPO. T AaeWsaceNe f$:�+0 G I� Q 611 METAL EXTERIOR STRUCTURE LEAF WIDTH ` = m ---- 11 I OCK OPTIONS �• b4e— a m SEE SHEET 5 Mk+Ma8ctC4vbd m DOOR FRAME WIDTH w Z O N � O \ v 3 O a ,/4'MAX. 0 L SHIM 1/4°MAX. � V� OM q, SHUT \tom 3 LOCK OPTIONS WW TYPICAL ANCHORS SEE SHEET 5 OR WOOD 8 K = F N SEE ELEV.'' 18 "000 STRLI TLI Q r� FOR SPACING EE NOTE SHEET 1 ACTIVE LEAF INACTIVE LEAF r:. •'�I-� 2b 28 _-- 25 7 >: _ _—_ Fi f e 23 Eig w ' 17 TYPICAL ANCHORS Ell SEE CLEV. - t9 19 7 D.L.OPG. 7 D.L OPG. FOR SPACING z EXTERIOR LEAF WIDTH LEAF WIDTH • • • • • • • • • y 0 'U • •• • • • • • DOOR FRAME WIDTH •• ••• •• • • • •• N Erryr.JAM AHMAD c a c CML i • ••• ••• ••• ••• ••• F1A PE 70592 Ti • • • • • • • CAM. E 38 b � �' 0X 0 •• • • • • • • • /0 0 `I ••• • • • • • drowing no. DOOR DETAILS `� �A �a 2015 W 12-19 sheet 7 -O—f-1-4)1 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TYPICAL ANCHORS EDGE DIST. 1By SEE ELEVATIONSW000 BUCK EDGE DIST. FOR SPACING w b�•vh4«tsueaaae• o D ,� BI< waa.cr 00 `:J a \� \ 6t114NMe Odle �r D OG r S AI 1414 �odod C IS,., m 2 9/16"CCESS HOLE p til TYP. g IL 6 a p14 4 1/4`MAX H\ I CAULK p y0� a18 b SHIM C) 16 r II • I I r__ ---- -I f 26 28 v a�• ._ ___ 13 P4 1 d O 1 opy 1 _ _ O - _ E5 o O EXTERIOR D.L. OPG. O LEAF WIDTH = W M I WW SIOELIIE WIDIH DOOR FRAME WIDTH Q N==n FRAME MOTH r Q W ry TYPICAL ANCHORSSEE ELEV. I 3 O FOR SPACING I _ II I i o Csi� n C d • •• • • • • • �pro • • • • • • • • D.L. OPG. EXTERIOR 2 •• • • • : • ••• D.L. OPC. m <m CG) C z SIDELITE WIDTH OR FRAME WIDTH p �U J DDi HI-PROFILE `y N LQW PRg�F��ILFi a N Engr:JAVCL CIVIL no o SIDE • S�DELT: 00411 ••• ••• •`• FIA PE A 70.992 - • _ • •_ •• •�T((' CAN. 00 00 I / EDGE DIST. TYPICAL ANCHORS ° ° EDGE 01ST. TYPICAL ANCHORS W12-19 L - - SEE ELEVATIONS SEE.ELEVATIONS IIH. 0 201 FOR SPACING FOR SPACING SIDELITE DETAILS ••• • • • • 000 • • -- sheet $-.f 14 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 • ••• • 0 4.000-- 1.750 f c�' .516-�{ *..5 .750 I 375 gjg .045 1.750 7 Z '�' A 4.187 4.000 .687 "125 1 2.093 (- OUTER GLASS STOP t47/16-GLASS j 1 DOOR FRAME HEAD/SILL 06 a tr i v ti TT t2s � i 1.750 t.o1z-..s0-7 ,a.000 � 00 ®LEAF RAIL & STILE - 2. o 62 0 I.;.703 1.750 5/10-DvL 711 ul I O+ v-ggJ In VSTEEL PIN INNER GLASS STOP 3.375 7/16'GLASS 5.000 Fr --1 z - -�L 078 3.250 3.000 p rn Tl'P. 0-18 TYP. �� LL 989 �+ I I I Q _ o .703 -� 2.000 0 I I I of L(L] � 9 CHAIR RAIL I U 3 1.750 9___ W r�a°nucr u..tu o l L- �4) INNER GLASS STOP o o f v o SIDELITE TOP & BOTIOM FRAME i6A INSUL G1A55 _t-C3 n HI-PROFILE ,078 19 V ALUMINUM HINGE 2 I i 2.024 M _ N u -1 1.090 a #10-24 MS .1254 PER IFAF n 3 n I� .727 j 4.500 1.875 1.750 81 ASTRAGAL ADAPTER .125 o 3.722 F I I 062 .302 I I 078 I TYP. II � 2.072 t - _ (a I I ( o 9 N SIDELITE TOP & BOTTOM FRAME to i 4.500 q LOW PRORIF z FRAME COVER SIDELITE ALUM REINF. O I I O+ I I •i i t I 1.750- x1.750-1 •.. . ,.;5 .• : : .•• i q n» I I o"qg 78. ... .076 .. .. •. . . . .. .d < m ,141 78 TYP. .125 'T,P 19A P. STEEL HINGE 4.000 4.000 4.188 .737 F^- Eng,:JAVAD AHM is a e r•• ••• •• ••• ••• CML • • • • 1.56.- FIA.PE 70392 +a n • • • • • • A.787 CA.N. . 1.387 I II II I • •• ••I • • • .7.7757 Ut51.812 L1.875�1 1.500j 2 .078 i drawing A X39 �5) fie) W 12 DOOR FRAME JAMB SIDELITE FRAME JAMB S ZLI SLIP•01 JAMB tlAF•ALIGNIRENT BRACKET 16 SNAP COVER y sheat g=-fl • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• e • ITEM g PART 6 REQD. DESCRIPTION MATERIAL MANY./SUPPLIER/REMARKS 4,u u I C301 2/DOOR DOOR FRAME HEAD/SILL 6063-T6 2 0302 2/DOOR FRAME COVER 6063-TS - N 3 0303_ _2/D30R DOOR FRAME JAMB 6063-T6 - 4 C305 2/SIDELITE SIDELITE IOP&BOIIOM FRAME 6063-T6 - J 5 0306 2/SIOCUTC SIDELITE FRAME JAMB_ 6063-T6 - 6 0307 AS REQD. SIDELITE SLIP ON JAMB _ 6063-T6 - p i0 7 C308 4/LEAF LEAF RAIL AND STILE 6063-T6 - O u 8 C315 2/SIOLUIL SIOLTJrf TOP&BOTTOM FRAME-LOW PROFILE 6063-T6 �.C 9 0318_ AS REGO. CHAIR RAIL 6063-T6 - of 12 C314 4/LEAF LEAF AUGNMENT BRACKET 6063-T6 13 1/8'X 1-1/2' 2/HINGE LEAF&HWGE BACK-UP PLATE 6063-75 FOR ST.STEEL HINGE ONLY Q' 14 C311 4/LEAF OUTER CLASS STOP(7/16-GLASS) 6063-T6 - o a a O 15 0310 4/LEAF INNER GLASS STOP 6063-T6 - 15A C313 4/LEAF INNER GLASS STOP(INSUL.GLASS) K6063-TS16 C304 - 2/DOOR SNAP COVER -17 C309 1/LEAF ASTRAGAL ADAPLER AS REQD. SIDELITE REINF.CHANNEL 19 f0-101 3/LEAF HINGES SULLIVAN&ASSOC.19A CH-108-BS 3/LEAF 4-1/2'X 4'HINGES SULL &ASSOC22 i10 X 3/4' 3/CORNER FRAME ASSEMBLY SCREWS SMS zz 2.3 ®10 X 1/2' 11/HINGE ALUM HINGE WSTALLATION FASTENERS _ - FH SMS 2 23A 1/4-20 X 1/2' 8/MINCE IST.STEEL HINGE INSTALLATION FASTENERS ST.STEEL FH SMS o [25 - AS RECD. 3/8'DIA THREADED ROD STEEL AT TOP AND BOTTOM&CHAIR RAIL 9 R E22318KN AS flCGO. ASTRAGAL W'STRIPP6NG - ULTRAFAB � U0. F24618KN AS REQD. BULB W STRIPPING SANTOPRFNF FPDM Q C317 AS REDD. GLAZING WEDGE SANTOPRENE CENTRAL PLASTICS- AS HELD. BULB W'STRIPPINC VINYL - =Ln ne- 2/LITE SETTING BLOCKS AT 1/4 POIMS EPDM I DUROMEfER 8015 SHORE A 2 I N LL A Isla IM fREVISED �OiNIlllUrnx mwmpgwithghe flaeideBuBOg Cad. AteeDtat[ONo 0 di Etykallto Dote t L f Ilia �rc o N N Y• ••• • • • • • •• o i•,Si o Eagr.JAVAD AHVAD •0 0 • ••• ••• ••• ••i ••• FTACML .PE 70592 n i CAN. 538 • • c i • e � • •• •• • • • • •• �'l AR /4 015 drawing no. I W12-19 ••• • • • • 000 • • sheet 1 Q of 14 • • • • • • • • • • � m 22 22 22 z . LJL Q �f a ' O o / �zN— iv I '0 O n a o OWo DOOR FRAME TOP & B011OM CORNER SIDELITE TOP & SOTTOM CORNER SIOELITF TOP & BOTTOM CORNER U o U N M rn W V�g1j Q N n 7 3- aaoouc�rwi IM M a deep��yyyyCC��o6�lM►a.n�ab g 0)_ AaA�itpN•�G469•t� —� 1 X 2 X 1/16• E►lYrM up•_..,g, ,o>t.L—] -- AIMM TUBE t2 M.,w P.* Co•bw TUBE FASTENERS 810 X 1/2"FH MS L' v1 ASTRAGAL FASTENER o 010 X 1/2'FH MS 3 ii 8 z y° 11 • ••• • • • • •• c ark� • • s • • • • .q o� • •• • • ••• • d �a m •• ••• •• 1 • • •• ^ I � 24 ;w Engr.JAVAO AHMAD CML • mji � �i3 FLA.PEA 59Y • • • ••• ••• CN7O 670 S • • • • t Sib • • • •• • 1 38 Il I o o •! • • • • • FLUSH BOLT_GUIDE TOP & BOTTOM ••• • • • '� Browing no. LEAF TOP & BOTTOM CORNER W Z- 9 sheet 1 1 of 14 • •• ••*20 • • • •• •• ••• • • • ••• • 4 n EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS .FOR SPACING Im N U I Its o �a a — IA �GLASS 4 Z N$ ti - f Q�i}e�SE --`CURV-A-TECH S.H.WDW. p o UNDER SEPARATE APPROVAL f 0Ilk Imo! m d ) I I, 11 �I O m to O a 71tODl1CPIlEV�ED o u ( SA sfa•p1�L�wkM tl�PbrNb g+ O wO z O J I I g1tl11q CoM U0=�0 No -04-04A n G3 = aa+; 1 (/ i I�(�i 24 FiylYltYa Dett I U +�m s Q W 6 1 CHAIR RAIL i 1 9 � N WE 0 1 xo 7/I6'IAM.GLASS U, Urn x 1 70//8'IAM. INSUL. GLASS cN , I PARTIAL ALUM CLAD PLYWOOD i �A L x o� 2A w I I of ••• • • • • •� •• in i • • • • • • • NOTE _ I • • ••'" • • • j j MAX. PARTIAL ALUM CLAD PLYWOOD PANEL NOT TO EXCEED o o I I • •• • _ ••• • .t I 7 FOR SIOFLITF 38-1/4'WIDTH X 35-3/4"HEIGHT .N ^e • • • • f • • • I _ I FOR DOOR 29-1/8' MOTH X 35-1/4'HEIGHT `o a m 0 v Engr-JAVAO AHMAO 0 0 • ••• ••• •• ••• • I• I FLA PE�L 70582 • • • • • • CAN. • • • • • •• •• • • • •�� ... 7 C 'ryI�a ' c drowing no. �T.YPICAL°ANCHORS 1 PU�FJ W12-19 SEE ELEVATIONS ••• • • • • ••• °• • FOR SPACING .. sheet 12 of 14 • • • • • • • • • • • •• •• • • • •• •• V 1/4'MAX. CURV-A-TECH S.H.WDW. SHIM 3 VENT WIDTH UNDER SEPARATE APPROVAL ® N TYPICAL ANCHORS yg 18 Z, 3 SEE ELEV. ' 0 FOR SPACING 1 26 C 8 13 24 I � i w . 2J a�3g 6g 18 19 3A D.L.OPG. 25 D.L. OPG. Z C MAX.WINDOW WIDTH -31 9/16°_ f a W g L SIDEUTE WIDTH TYPICAL ANCHORS MAX. LEAF WIDTH 39" LOCK OPTIONS SEE ELEV. SEE SHEET 5 rn FOR SPACING FRAME WIDTH - ZO 1/4'MAX. Q SHIM 3 p PARTIAL ALUM 3 D. PLYWOOD PANELO OS T ie w o 16 PRODUC E RRVISED v U F M ncvowBhUrEbeNe � 1y2�tnM a j l AmpWleNo0 ? F M S < EAIYrIMe Dery .'�` Q C-400 FAX W o f... Oi= -- u 25 MAX. LEAF WIDTH 39' SIDEIITE WIDTH p w 1BY v za WOOD BUCK FRAME MOTH H �t mL a • • • • • • • • • m c a w Engr.JAVAD AHVAD 1 •1 0 CML n 3 • ••• ••• ••• ••• ••• FIA PE 70592 • • • • • • • C.AN. 536 c •00 • • • • • pp • •• •• • • • • •• M R 1 915 dr°Wmg no. L/ W12-19 • (sheet 1 3 of 1 4) • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.050 ffEM 0 PART g QUANTITY DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS J/ U -.0621� IA C-3001 1 FRAME HERO _ 606-T6 � 1 R 2A C-3002 1 FRAME SILL 606_3_-T6 - N 3A C--3003 2 FRAME JAMB 6063-T5 O 4A C-3004 I FIXED MEETING RAIL 6063-T6 - }Z (1A) FRCM3001 AD 5A _ C-3005 1 SASH TOP RAIL 6063-T6 - -_.- 6 io 6063-T5 6A C-3006 1 SASH BOTTOM RAIL 6063-T6 �i�0 8A C-:f007 2 SASH SIDE RAIL 6063-T5 --� 9A ®0 X 1° AS REDD. ASSEMBLY SCREWS - P.H.SMS a .062 1,594 IDA C-3085 4/VENT FACE GUIDES 3°FROM ENDS NYLON 1.0194 11A C-3009 2/VENT SASH LATCH AT 6-1/4"FROM ENDS 6063-T6 WIN S.S. LEAF SPRING & L+1 J-- 11.1 ®8 X 3/4" 2/LATCH LATCH INSTALLATION SCREWS - F.H.SASS 0 n O 12A 3017-G AS READ. FIN SEAL PILE - ULTRAFAB 1.046 13A C-3011 AS REDD. BULB WEATHER STRIP,DUROMETER ±70 SHORE A VINYL CENTRAL PLASTICS FIXED MEETING RAIL 13A - AS REDD. ALUM GLAZING BEAD ALUMINUM ROLL FORMED +%'1 4A C-3004 i6A - 2 BLOCK k TACKLE BALANCE - -- - 6065-I6 5/8"BOX, GLANCE SYSTEMS OR EOUN. - .984 CURV-A-TECH S.H. WUW. SLRILS 925 UNDER SEPARATE APPROVAL `' r-= m 1.062 .062 J 1.500 I ZO 1.312 IIF—L9^1 Y g� � f5� SASH TOP RAIL " U w o `-"l 5 r 606��6 8 ' r I _ M w 1.624-�^� _ � M 4. �+�» yds � � J -� 1.06 .062 1.600 a' rn -Y t0 .812 SASH BOTTOM RAIL U C-3006 6063-T6 0 owl m 062 z 2.173 .750 • • •• • • • • • I ui a$ra' 2.062 1 1.126r • • • • • • • • •• ••• •• • • • • ^ SILL � r `J 6063-T-T5 1 014 Ergn JAVAD A)IMAD o o 062 CML 2.000 ••• 000 ••• • �^I{ FLA.PE p 70892 1.062 I • • • • • • d� CA.N.3538 ^ e 3. L • • • • .062 .812 • •• • • • •• 7C 2.062 ••• • • • • �_ — 1 , drawing no. SASH SIDE RALL FJAMB FRAME CORNER DETAIL NhAR 2Q I �. W12-19 O 3p c-3oD3 VENT CORNER CORNER D�AIL 6063-T5 6063-T5 sheet 14 of 14 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• • 0 t a , MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldade.eov/economy DAB Door Company,Inc. 12195 NW 981h Avenue Hialeah Gardens,FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(in Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building 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:Hurricane Master Model 824/811 Steel Sectional Garage Door up to 9'-4"Wide w/ Window Lite Option(DP+50.0,-60.0 PSF) APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",sheets I through 5 of 5, dated 02/01/2001,with last revision J dated 03/09/2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model ...... number,the positive and negative design pressure rating,indicate impact rated itapplieable, tafttion •, instruction drawing reference number,approval number(NOA),the applicable teSirWdarde,and'the 00000 • statement reading`Miami-Dade County Product Control Approved' is to be locMalolfthedoor'';side hark,..: bottom angle,or inner surface of a panel. •• • .. . . .. ..... RENEWAL of this NOA shall be considered after a renewal application has been filedat�;4ere has been no chang&..' in the applicable building code negatively affecting the performance of this product. ..•..6 :00000 ...... TERMINATION of this NOA will occur after the expiration date or if there has bee4 A MM ion or change in the '. materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement&auy�coduct*ioT**• sales,advertising or any other purposes shall automatically terminate this NOA.Failure:o calply with any section*09... 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#14-0814.04 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.15-0317.02 MANN-oAue 0•• ry Expiration Date: August 9,2016 �Llilv Approval Date:,lune 11,2015 J Als Page 1 QG/OZ j t-" DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated 02/01/2001,with last revision J dated 03/09/2015;prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#09-0128.04" 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 along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering& Testing,Inc,Test Reports No. HETI-08-2149A/B, dated 06/27/2008,signed and sealed by Candido F.Font,P.E. "Submitted under NDA #09-0128.04" 2. Test report of Tensile Test per ASTM E 8,Report No. HETI 08-T182,prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font,P.E. "Submitted under NOA #01-0516.03" 3. Test report of large missile impact test per PA 201 and cyclic wired pressetest per • PA 203 on"Sectional Residential Garage Door",prepared by Hdxrldane Vngi�ieering &Testing,Inc.,Report No. HETI 01-974A,dated 01/29/2001,;sjgped an4,gealed by ;••••; Hector M. Medina P.E. • ' 4. Test report of Uniform Static Air Pressure Test per PA 202 and•Fene Ently• . •• ••• Resistance Test on"Sectional Residential Garage Door",prepared by Hufticane Engineering&Testing,Inc.,Report No. HETI 01-969,dated Dl'/;9,;2001 i sig;ed and..::. sealed by Hector M. Medina,P.E. ;..... 5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a paked G•40-steel panels,prepared by Celotex Corporation,Test Report No. 258592, dated 08PN 998, signed by W.A.Jackson,P.E. #Vr,11121101:5 Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0317.02 Expiration Date:August 9,2016 Approval Date:June 11,2015 E-1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA#14-0814.04" 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. "Submitted under NOA#09-0128.04" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01,issued to SABIC Innovative Plastics,for their Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. I1-0926.07,issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA#OS-0228.02" ;..•;. 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test 6er ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineerig • • •• n •• •••• Testing,Inc.,Report No.HETI 04-A002 dated 09/27/2004 si ed. % led by Rifael E. • Droz-Seda,P.E. ••,• •• • ;••••0 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Matesia?",preparbtl.Ey ..... Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dit*&1,1/29/3004 siigned ••:..• and sealed by 1. Ghia,P.E. ••••• 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test ald%d4ke Density .. Test of"REHAU non-foam PVC extrusion material",prepared by I'TC Ldboratoci+as�% " Report No. 04-761-15019.0,dated 05/06/2004,signed and sealed by k4Doldan%P E• •••• F. STATEMENTS "Submitted under NOA#14-0814.04" 1. Statement letter of code conformance to the 51e edition(2014)FBC and of no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. ob d2 ZprS Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0317.02 Expiration Date:August 9,2016 Approval Date:June 11,2015 E-2 7-1/2"X 3"X .071"GALV. STEEL TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" END ROLLER HINGE _ STEEL PLATE WITH ONE 5/16-18 MS W/NUT W/(6)814 X 5/8"SMS ,'Q FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER WITHOUT DELRON SLEEVE (STO.) (6)814 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT o WITH DELRON SLEEVE(OPTIONAL) r CLNILR STILE Z _ + 00 - \, CENTER STILE Q` Io y A 7� ti 00 L7-- p --. I- -01 _ n 7-1/2'x 2-1/4"x .071^ di GALV.STEEL CENTER HINGE I -- m W/(4) #14 x s/B°SMST --- "-- -- ----- 1 �� WITH DELRON SLEEVE (OPTIONAL) B T _ e g d m yj LOCK - - /r2/DOOR IIT �I I z a z o` —I'W X .15'THK. LATCH r "�� - J� _. = = m� `°F '1 STANDARD LOCK r - - - - - = O0 SPRING LOADED SUDS BOLT(BOTH SIDES) t-= __ = I j O FASTENED W/(4)814 X 1/2"S.M.S. - - - - 1 1 0 n p O - - 5/8'MIN. LOCK ENGAGEMENT ,' l f I i CONFORMS TO SECTION 1008 REGARDING CARAGIf DOORS - _ m 1n DOOR HEIGHT CONSISTS OF p ` �' • I - ... t_- ...O (/I rn O I 6'-6" 2 SECTIONS 18"2 SECTIONS 21' ASS DL4.GALV.AIRCRAFT TYPE . \� i L�A � O'7 Q 6'-9' 1 SECTION 18' 3 SECTIONS 21' CABLE&NICO-PRESS SLEEVE-�`- `,+ '� OPTIONAL VENT y I L7 m W/MIN. 5 TO 1 SAFLIY FACTOR! P 11 (3)5'WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE O O Z 7' 4 SECTIONS 21'- tv 0 7'-3' - - I O OPINING AREA NOT TO EXCEED WOOD GRAIN DESIGN COLONIAL DESIGN N "... I p r 120 SD. IN. of 4 SECTIONS 18'- 1 6'X3"X0.TE +` + I Q Q 7'-9' 4 SECTIONS IB'1 SECTION 21' I + ` + N- e' 3 SECTIONS 18"2 SECTIONS 21' WITH(2) 814 XT 5/8 P 5 S \`l l p `, 1 p __ MAX. 0004"WIDTH O = _ 8'-3' 2 SECTIONS 18'3 SECTIONS 21" ' W-6' I SECTION 18' 4 SECTIONS 21• �~/ 6'-e' 5 SECTIONS at'- BRACKET BRACKET INSIDE ELEVATION • 9' 6 SECTIONS Ir- STO. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR 6 SECTIONS 18'1 SECTION 21' DOOR OPTION , q 9'-6' 4 SECTIONS 18"2 SECTIONS 21' •• e J SECTIONS 18°3 SECTIONS 21' 7-7/8'X 3-1/8"X .010' 10' 2 SECTIONS 16'4 SECTIONS 21" STFFI PLATE DAB DOORS INC. o�' lo'-3' 1 SECTION 18" 5 SECTIONS 21' CENTER STILE WITH (4)814 X 3/4°SDS Hurricone Master®Model 824811 t= IO'-8" 6 SECTIONS 21"- -- Mox. Size g'-4' X 16'-0" High 0 10'-9' 6 SECTIONS 18',1 SECTION 21' OFWNUDLEE END STILE Nt LIEU OF4 X "SELF 5/Bu SMS NG CREWS MAY BE USED With Window Lite Option g $ $$ 101 1' 5 SECTIONS I3",2 SECIIGNS 21" 8 11'-3' 4 SECTIONS 18"13 SECTIONS 21' ---- - 11'.6. 3 SECTIONS 18'4 SECTIONS 21" • • • • • • • •• DESIGN PRESSURE RATING + 50.0 PSF 11'-s' 2 sECTIONs 1B'S secrlONs 21' �* THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 12' 1 SECTIONS 18'8 SECTIONS 21' " i � -to G9W� • i i - - 60.0 PSF o��I�e;�- • S, li O14•EN�ST%• • .•o n- o$ 12'-3' 7 SECTIONS 21"- WITH•(4)6814•%%VSW&SMy • � '6 S i; GENERAL NOTES 12'-6' 8 SECTIONS 18'2 SECTIONS 21' 4 d o 4 e i_ -, 12'-9' 5 SECTIONS IB'3 SECTIONS 21' 8 •• .V f.6W 10%BAR • • •• L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE t`--� 13' 4 SECTIONS t8'4 SECTIONS 21' LNCAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION (2014) 13'-3' 3 SECTIONS I8"5 SECTIONS 21" ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). o •i 13'-8' _2 SECTIONS 18'6 SECTIONS 21' ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Engr.JAVAO AN. pppp�E tgym 13'-9'- 1 SECTION 18' 7 SECTIONS 21' OUTSIDE KEYED L.ODN• PTIOWlk)o ••• ••• •i.•ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CAVA r�M1 wNe�} yg r 14' 8 SECTIONS 21'- LOCK LECKING•SHOWN • • • • DRESSING OR STUCCO. FLA PE 7P592 0 14'-3' 6 SECTIONS IB'3 SECTIONS 21" ALTERNATE TO�1O64.%DF 8IILT •• • •• ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. C.AN. 36 w( y s .�' '�• 14'-6- 5 SECTIONS 18'4 SECTIONS 21' LOCKS SHOWN •• •• • • • • *.*ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 14-9-9'_ _4 SECTIONS 18'5 SECTIONS 21' ••• • • • • • THESE DETAILS ARE NOT PART OF THIS APPROVAL. 15 3 SECTIONS 18"5 SECTIONS 21" 81' 15'-3' 2 SECTIONS 18'7 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. A O O1` Browing no. 15'-6' 1 SECTION IB" 18 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF F-TVA 01-09 1S'-9' 9 SLGTIONS 21"- BUILDING CODE,TAS-202.TAS-201 &TAS-203 FOR HVHZ AND _ _ 16' 6 SECTIONS 18'4 SECTIONS 21' 090 • • • • ••• • • ASTM E1886-OS/ASTM E1998-09. sheet of 51 • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • m 74 GA. STEEL PANEL 3/16'ALUM RIVETS _ 1 z � / FLAPS BENT OVER PANEL-\ N 1/2"PUNCHED HOLES .024"STL. PANEL 0 4'O.C. OUTSIDE OF DOOR g pxZ .0 LL � U STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER TO WOOD JAMB WITH BY'SCHLAGE SECURITY HARDWARE' 5/16'X I-5/6"LAG SCREW INSTALLED IN 9/16' DIA. HOLES IN CENTER STILE ` (FULLY THREADED) POSITIONED AT EYE LEVEL END STILE ! W ONE PER BRACKET O OPTIONAL sroP MOULDING ANCHORS AT TRACK BRACKET: o w M FOR CONNECTION OF W000 BUCK BY DOOR INSTALLER A) 3/8'DIA.POWER-BOLL BY'POWERS' Lj Q i TO MASONRY SEE NOTE ON SHEET 4 2'MIN. EMBED INTO CONCRETE L2 �i X14 X 5/8"SMS 1-7/8"MIN. EDGE DISTANCE Cj 22 ,r 6 PER HINGE 3/4'X 2'X 2-1/2'X 18 GA. STEEL 6 OA- SLEEVE BY'HI N t7 ?1--Z {°o END STILE.CONNECT TO PANELS PATH B) 00 ww 1/2"X 1-3/4'X.059'FORMED STEEL FLAPS AND 3/16"ALUM RIVETS 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK -I fn of o I SOUTHERN PINE j " GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8"MIN. EDGE DISTANCE INTO CONCRETE K O e 0.55 S.C.1I EDO DIST.: END STILE WBH 3/16'POP RIVETS® 12'O.C. 4'MIN. EDGE DISTANCE IMO FILLED BLOCK O Z C7 "_".I :p n • CONCRETE f'e - 3000 PSI MIN. w C]N 9i 1-7/8'%2-5/e'X .045'STEEL EDGE � rn • \ + I CENTER STILE.GLUED AND RIVETED DISTANCE�1 C-90 GROUT FILLED BLOCK I'm 2000 F'S1 MIN. �] , TO PANEL W/(4) 3/16'RNETS /1 1/2'MIN. POP RIVETS B14 X 5/8'S.M.S. 4/HINGE i 1t �1-3/18' 1!( ' ANCHOR TYPE A R 8 € € 1.9"% 2.19"X3.3"% 102" STEEL TRACK BRACKETS 3 SEE SHEET 33 FOR BRACKET SPACING a�U SEE SHEET 3 FOR SPACING °'e ozii •• • I 1/4-20 SS BOLT& NUT c o n I c o 8 7!V2-X!41' AL STEL�I • •• o •• ••• C HINGj • • •• 7-1/2'X 3'X .071' SECTION B—B END ROLLER HINGE -� 7/16'PUSHNUTJ _ INSTALLED ON ROLLER SHAFT Engn JAM AHVAD PiR>IlT41C't RB1/L4D S • ••• ••• • • CIVIL MNYleFlndb - g STEEL TRACK • • • • •+`�+�RIQtt SII 1.82'DIA. X .50"STEEL ROLLERS (STD.) FLA.PE®70592 (',• t.82"DIA.X .50" NYLON ROLLERS(OPTIONAL, I4 GA.X 2-1/8'X 1'(STANDARD) • • • • • • f CAN.35 B Aow�pvePb 3� $ a 12 GA X 3-5/16"X 1-1/2'(OPTIONAL) •• • • • • • • • 2.75" DL4 X .50"STEEL ROLLERS(OPTIONAL) Dw .4 j FASTENED TO TRACK PLATES • •• •• • • • • •• 2.75' DIA. X .50"NYLON ROLLERS(OPTIONAL) $I �, g W/ 1/4-20 X 5/8'TRUSS IID. ••• • • • • • WITH 5'STEM Of �� SLOTTED M.S.&LOCK NUT � drawing no. M4AR 2015 01-09 ••• • • • • ••• • • hs eet 2 of 5� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • POP RIVETS 2 X 2 X 1/8"HORIZ.ANGLE ((��ll� 2' - ` 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK {�V 2-3/4'X 5-1/2"X 3"X.104' 5/16"SLEEVE ANCHORS CENILR SUPPORT REDD. ON DOORS WITH 1Y10 WELDS AT 1-I/2"APART A�^ I'a' TOPGALROLLER BRACKET ON EACH SIDE WITH 1-1/4EEL 'EMBED IN10 MASUN IT EXPEEDING 8 FT. IN HEIGHT-_ FIRST AT 3"O.C. XY ��1 FASTENED W/(6) 0 14 X 5/8'S.M.S. _ _ 3 PER BPACKET i' A f-� REST AT 9`O.C. p •I CONNECTED TO FLAG BRACKET ANGLE Z .090 THK.GALV.STEEL ADJUSTABLE / W/3/8-i6 X 3/4'BOLT&NUT O SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4"X 13 GA STEEL PLATES AND TO SPRING SHAFT CUIOE WITH W/ CREWS 8 X TS..HEX HEAD _ WELDED TO 1-1/2'X 1-1/2'X 14 GA. ANGLE -- A-. (2) 1/4-20 X 5/8'BOLT&NUT M.SCREWS 8 NUTS. FASTENED TO TRACK - -- 6 TOP BRACKET WITH (4) 1/4-20 SS. BOLT& NUTS - -- HOR12. TITACK LENGTH =OPENING HEIGHT PLUS 12" j (STANDARD) G TOP BRACKET ��yy (OPTIONAL) �t_ VERTICAL TRACK T. 'tq t = LOW HEADROOM DOOR 14 CA CALV.STEEL TRACK 2-1/8'X 1'X.080' SECTION A-A Q �.i HORIZONTAL REINFORCEMENT Q i Q 1/2"X 1-3/4"X.059'FORMED STEEL 2'X 5-1/2'X.104' GLRUETO� STILES AN TO PANNELD FASTENED TO GALV.STEEL --- W FASTENED W/(4) 14 X58'S.M.S. (2)3/16'POP RIVETS TOi' ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION Z HORIZONTAL REINFORCEMENT DOOR • SECTION HEIGHTS BRACKET PLACEMENTS ZZ 1/2"X 1-0/4'X.059'FORMED STEEL HEIGHT 1ST 2ND 3RDI4TH•5TH Bt 82 83 84 B5 B6 B7 88 W GLUED TO PANEL AND FASTENED TO _I VERTICA SnLFS WITH 6'-0" 18" 18" 18' 18'N/AY"TO 2"11-3/4 23" 34" 45" 56" 67" -- (2)3/16"POP RIVETS 1 `- - 6'-6` 21"!18" 18'21`N/A 1"TO 2"it-3/4" 23" 34" 45 S6' 67" _ 5/16'MEETING RIB _7'-0' 2I"21 21 21"N/A 1"TO 2'11-3/4" 23' 34" 45" 56" 67-T - T-6' I8" 18'X18' TO 2"11-3/4" 23' 34" 45" 56" 6T 78-1/4' _ 1.82'DIA X.50"ROLLERS —f. .. 8'-0" 21" 18' 18"118-121-:1-TO 2"11-3/4" 23" 34" 45" 56' /W/.44 DIA. X 4-1/4"STEM m •-SECTIONS ARE NUMBERED STARTFNG AT THE BOTTOM O• O �x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. o M OPTIONAL INSULATIONS: baa I 19, Q J BY DYPLAS PRODUCTS LLC' p 'Q lL EPS-EXPANOED POLYSTYRENE a m U= a 0 1.9'X 2.19'X 3.3'X .090' q DENSITY 1.05 PCF STEEL TRACK BRACKETS 0 Z F-VI m N.OA d11-0926.07 n 2-3/16'HIGH / co w m ry 0 ORQ m CONNECTED TO TRACK WITH (/)/r O ISO-25 POLY-ISOCYANURATE Z ) 1/4 0.' m _ "BOLTS&NUTS. Q 0 DENSITY- 2.0 PCF / j .O O$ �i ----- —N.OA. #11-0926.06 m --: U O Z= 00 - OR w a BY'CELLOFOAM NORTH AMERICA' / D1 m J OFNSITY= 1.03 PCF N.OA®10-1129.04 OR ... BY_' SULFOAM_LLC' • DENSITY 0.92 PCF N.OA#1 4-0311.08 ®\14 GA.GALV.STEEL ROI.LFR HINGES FASTFNED 'f VI/(4)#14 X 5/8'SMS ;m MIN. .024"ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 E 3 MIN.YIELD STRENGTH =34 KSI TRACK CONFIGURATION w z o WITH PRIMER AND BAKED-ON i m POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL Ni •• ••• • • • • • •• cN� :o •• • •• • •• VERTICAL LIFT HIGH ME1 STANDARD LIFT LOW HEADROOM .5 0, • • • • • • • • • DOUBLE TRACK 12 CA.CATV.STEEL AVAILABLE TRACK OPTIONS W/()014CXsEO 4 14 /8-SMS EMJr.JRVAD PHMAD CML PRWIJCf L16V9146D q i I • ••• ••• ••• ••• ••• FLA PE 70592 nao11p1�twldLmrifadA11 e CA.N. 38 g • • • • • • • idldlit8Cb81 .. o $ O, BOTTOM SEAL OPTIONS ••• • • • •• • •• : Aae�lama[ib 3� d G c SEE SHEET 4 • •• •• • • • • •• �----� ••• • • • • . 2015 BfBwing no. ( ro01-09 SECTION A-A (sheet(sheet 3 of Sof 5� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 4' REINFORCEMENT / DGE FORMED STE0.4'X.058" is x 1' _ -1/2'MIN. — DIST. SELL DRILLING SCREWS 'yl - ^V ®8 X I- 1 Qq g SELF DRILLING SCREWS Z I EDGE DIST. 1 m 3/16"'RIVE%'STEEL RIVETS OR 0 g m H c\ MULTIGRIP W/DOME HEAD 3/16-'RIVER'STEEL RIVETS N � AT 48"O.C. MULTIGRIP W/DOME HEAD AT 48'O.C. O . REINFORCEMENT �' 6 1/2-X 1-3/4-x .058" FORMED STEEL 28Y ~ \ 1/4'DIA.LAG SCREWS � I '� J 1/4'OFA. M SCREWS O+ O C WOOD BU\ I AT 6*1 FROM ENDS WOOD�r SAT 6'FROM ENDS 0 \.,\\ AND 19"O.C.MAX. I AND 19'D.C.MAX. y 7 O W'STRIP ADAPTER pppp ALUMINUM W'STRIP ADAPTER O'q i STEEL 0 LLLL Q O RUBBER W'STRIPPING RUBBER W STRIPPING Q K 1 050 + ')— .040 4'ZZL• .224 IL-1J 6�J .534 .700 '- 348 Q W l _ Fes--1.750 I BOTTOM SEAL OPTIONS OPTION 'AOPTION '8' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.56 MIN.) I o M THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT C3 r1 TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN i w t..j WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. _ �- FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _ _ ANCHOR SPACNG VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. Z 1-L 3 8 HLC SLEEVE BY Hl-L7_ CONC. 1:1/4 8• 1-5 8 co w 3 8'HLC SLEEVE BY'FOIA' FILLED BLOCK 1-1 4 1. (/1 rn 0O I 3 8'DYNABOLT lTY'IIYl' CONC. 1-1 2' _ B` 2" O O STEEL STRUCTURE IfiY OTHERS 1 Ix 3 8'DYNABOLT BY'I1W FILLED BLOCK 1-1 2" B"_ -2-1 4' 5/16-X 1-5/8' 3/8-POWER-BOLT BY'POWERS' 2" 8.— CONC. Z S u> LAG SCREWS MUST SUPPORT THE LOADS IMPOSEDw BY DOOR SYSTEM 3/B'SLEEVE-ALL BY'§IMPSONS'I CONC_ 1_1/2" _ 8" 1-7 8' -.6 AT 12"O.C. CONCRETE Pc - 3000 PSI MIN. / 'Q^_ _j 5/16`DIA BOLTS C-90 GROUT FILLED BLOCK f'm 2000 PSI MIN. WOOD BUCK CONNECTION TO MASONRY " WITH WASHER&NUT / c - PRESSURE TREATED 2X6 SYN WOOD JAMBS WHICH SHALL BE ANCHORED TO AT 12'O.C. MAX. EDGE DIST.p- ----.+{ GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH � I I �S 1/4"ULTRACON BY'CLOD'WITH SPACING OF I ' 16'O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED 1> - - 16'O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED 1-1 4 X 2-1/2-X 14 GA 0 Ig 2-1/2'MIN.EDGE DISTANCE I ) 11 1/2- 1-1/2" CONT. STEEL ANGLE 1/Y rY 1/4"TAPPER BY'POWERS'WITH SPACING OF I-�' 14`O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED 12 GA GALV.STEEL - 0 I� 16.O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED 1/16-%2-1 2 FLAT BRACKETS t3"LONG 2-1/8"X 1"X 14 GA. y FF TT 3-MIN. EDGE DISTANCE / DAL. STEEL TRACK G Td 8 m FILLET WELDS AT 12"O.C.IN DOOR OPNG. FASTENED TO TRACK PLATES 3/8`CDNFLEX BY'ELCO'OR AT 12"O.C.MAX AT 18"O.C.ABOVE DOOR OPNG. W/(2 1/4-20X5/8"TRUSS NO. 3/8`LOT BY'ITW WITH SPACING OF CONNECTED TO CONT.ANGLE SLOTT D M.S.&LOCK NUT 24'O.C. INTO 3000 PSI CONCRETF,WITH 2-1/2"MIN. EMBED •• ••• • • • • • •! W/(3)SPOT WELDS AT EACH SIDEli- m 2"MIN. EDGE DISTANCE • CONTINUOeS INGL!TICK• • • • REVERSE TRACK CONTINUOUS ANGLE TRACK• TO WOOD•BUCK•• • • • • • TO CONCRETE AND FILLED BLOCK 3/8'HLC SLEEVE OY'HIITI'WITH SPACING OF TO STEEL 8"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED,4-MIN. EDGE LAST. • • • • • • • • 18"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4-MIN.EMBED AND •• ••• •• • • • •• r. 2-1/2'MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION PREPARATION OF JAMBS BY OTHERS Engr.JA AD AHMADCML PRW>I1Cf�V4SND Q a FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFYFLA PE y 70592 r ADEQUACY OF SUPPORTING STRUCTURF TO SUPPORT LOADS IMPOSED ••. •o• •0• ••• 066• ••• L.A.N.3538 eY 000R SYSTEM. • • • • • • AmOafloeNo 3l FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF •• • • • • • • • v" _� RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY • •• •• • • • • •• BUILDING OFFICIAL UPON INSPECTION. 000 • • • • • Bt ha�4lct ,drawing no.l MAXIMUM EXTERIOR(+)LOAD PER JAMB = (9.33'X 50 PSF)/2 = 233.3 Lbs per Ft. M 015 01-09 MAXIMUM INTERIOR(-) LOAD PER JAMB (9.33'X 60 PSF)/2 a 279.9 Lbs per Ft. Lheel ¢ Of • • • • • • • • • • • •• •• • • • •• •• ••• 0 9 0 000 0 • k �I 41 * PLASTIC COMPU .500 .250FS WITH c$3' DOOR PANEL CHAPTER 26 OF FBC I 24 GA (.024)STEEL MIN. SEE EVIDENCE PAGE i O 1.765 1.725 Q 2 p I ai a 3S 7/16'CIA.WASHER 1.144 ( 88 X 3/4'SMS 21 3/4' (A\ 1 ,I 1 0 3/8'FROM ENDS MAX. � `I 1 1 1 1 AND 7"O.C.MAX. WOW.WIDTH * EXTERIOR FRAME * INTERIOR FRAME TO o (a)86% 3/4'SMS = x d l8 1/8' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q 3 I. +I `� 0 1-3/6"FROM ENDS \ oo MA%. Z Vl gg1 . i' I AND 6-1/2'O.C.MU. o o O.LO. C i t I I a 3t c Q W S 175 X.062 DEEP Illi GROOVE •I, OD rill 1 A El ._ �. m�- ... '. .... O O 1/4"POLYCARBONATE LEXAN r1 8Y'SABIC INNOVATIVE PLASTICS' 'w > 873-0717.01 I 0 Q-i ILII I 1 � CL 00 LLI 0 It d w / O " ] F 0 ZF-=71-�J 4 Em V) co Lis N I �I'I - ��I Elli sill Ili ED 1; ns x.osz DEEP 6. GROOVE �. EDj o t�omum (a)IS x 3/a-SMS INSIDE ELEVATION , ® 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS I, AND 6-1/2'D.C. MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION R C /'� t •c ••i • • 88«3/41,SAY • I L.T 1 j I I t • • • •3�"F•OMENO� • .175 X .062 DEEP t I t • • AAM4-•/2':XC:MAA • GROOVE o n 88 X 3/4'SMS - - ®J/8"FROM ENDS AND 7"O.C.MAX. _ s • ••• •• ••t iff-_- Engn JAVAO AHMAD 7/16-DIA.WASHER • • • • - - - - - - - - ---------= CIVIL Pp�lT FlallA� o • • • • •----'--_� FLA.PE 70 92 M 2 ` CA.N.3538 IYaI14Lq C>eAI � � s •• • • • • • � roare�ec�`� .. 6 $.; I✓ ••• • ODOR PANEL c • • EXTERIOR 24 GA.(.024)STEEL MIN. DOOR PANEL 15/16'MIN. D.L.OPG. M drawing no. 24 GA. (.024)STEEL.MIN. GIAZING 899 ••• • • • • •• • WINDOW WIDTH —�9 • • • • • • • • sheet 5 of 5 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••t • • - 1 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 209 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cury--A-Tech Corporation 930 W.23'Street Hialeah,FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).. This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Cade,including the High Velocity Hurricane Zone. DESCRIPTION: Series"940"Aluminum Horizontal Rolling Window-L.M.T. APPROVAL DOCUMENT: Drawing No. W07-59, titled "Series-940 Ahem. Horizontal Rolling Wdw. (LMI.)", sheets 1 through 4 of 4, dated 08/06/07, with revision C dated 07/13/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami 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 Ii a or logo ci , stat•Dos e series, and following statement: "Miami Dade County Product Control Approve$'?000 4ess ottei%i noted••.• herein. ' ...... . . ..... RENEWAL of this NOA shall be considered after a renewal application has beetr&4 and there has beet►•••;• no change in the applicable building code negatively affecting the performance of 46?;f4duct. ' TERMINATION of this NOA will occur after the expiration date or if there has been•a revisiAt h!Chang;*•••, in the materials, use, and/or manufacture of the product or process. Misuse of this;N04 as an wid"emedo of any product, for sales, advertising or any other purposes shall automatically terminate this&GA.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. 12-0416.11 and consists of this page 1 and evidence pages 111 and &2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0409.14 MIAMMADECOUNTY Expiration Date: September 27,2017 f�f j Approval Date: July23,2015 71 Page 1 Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS B. 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-0813.08) 2. Drawing No. W07-59, titled "Series-940 Alum. Horizontal Rolling Wdw. (LMI.)", sheets 1 through 4 of 4, dated 08/06/07, with revision C dated 07/13/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. C. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entiy Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a horizontal rolling window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5262,dated 07/14/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA#07-0813.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 02/26/15 and 07/13/15, prepared by Al-Farooq. Corporation, signed and sealed by Javad Ahmad,P.E. ;••••• ...... 2. Glazing complies with ASTM E1300-09 669.96 . 6666.. D. QUALITY ASSURANCE 6666.. 1. Miami-Dade Department of Regulatory and Economic ResomVp§J 2E1P,);•••;• ;6•• • 666696 . 6 6966. 6666.. E. MATERIAL CERTIFICATIONS •• •• •••••• 1. Notice of Acceptance No. 14-0423.15 issued to Eastman CINIA14al Comliany (MA) •, for their"Saflex CP-Saflex and Saflex BT Composite Glass Inferlayeo4ove ith PLAT Core" dated 06/19/14,expiring on 12/11/18. •••••• .. 6666 2. Notice of Acceptance No. 13-0909.10 issued to Polymer Extrusion Te&xol®gy,Inc. dba GIasslam for their "Glasslam Safety-Plus 1I Glass Interlayer" dated 10/03/13, expiring on 08/07/18. 3. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. anue a z,P.E. Product Contr aminer NOA No. 15-0409.14 Expiration Date: September 27,2017 Approval Date: July 23,2015 E-1 0Cury--A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014) and of no financial interest, dated February 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. FTL-5262, dated 07/17/07, issued by Fenestration Testing Laboratory, Inc.,signed and sealed by Carlos S. Rionda,P.E. (Submitted NOA No. 07-0813.08) G. OTHERS 1. Notice of Acceptance No. 12-0416.11, issued to CuryA Tec Corporation for their Series "940" Aluminum Horizontal Rolling Window -L.M.I., approved on 07/19/12 and expiring on 09/27/17. 6666.. 6666.. 669.0. 6666 .696. .. . . 6666 6 .. ...99 6666.. . . 6666. 6 ..99.• 6666 . 6666.. 990... 6 . 9 . . . . 9600 .. 6666.. 9 .. . .. 0. 00 0 MinugnNerfi,P.E. Product Cont 1 aminer NOA No. 15-0409.14 Expiration Date: September 27,2017 Approval Date: July 23,2015 E-2 DESIGN LOAD CAPACITY-PSP(XO OR OX SIZES) �� u 6"MAX.TYP. 4' 13"MAX. WITHOUT WITH HFAD/SILL A HEXTJ HEAD/SILL FALSE MUNTINS WINDOW DIMS. SHEAR CLIP SHEAR CMP o CORNERS 2 SILL SURFACE APPLIED OPTIONAL WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) Z 3 1 28-1/2" 70.0 70.0 70.0 70.0 Q 1 37• _ 70.0 70.0 70.0 70.0 a IC, li 53-1/8" 26" 70.0 70.0 70.0 70.0 IL p C it a 74' 70.0 70.0 70.0 70.0 ° U 26-1/2" 70.0 70.0 70.0 70.0 37" 70.0 70.0_ 70.0 70.0 ° u' E_ 53-1/B' 38-3/8' 70.0 70.0 70.0 70.0 0 !'1 D _ yl 74" 70.0 70.0 70.0 70.0 Q' tO g N t N o 3 3 26-1/2 70.0 70.0 _ 70.0 70.0_ v h Q Z m Sf -I,- jl 37• 50-5/8' 70.0 70.0 70.0 70.0 __---- -_-_-_ ____`= ====__ s3-t/a• 68.7 68.7 70.0 70.0 a�; n u 74° 58.7 58.7 70.0 70.0 26-1/2" 70.0 _70.0 70.0 70.0 2 �IQ 81 el I� 37° 65.5 65.5 70.0 1 70.0 --- 53-1/a" 63" 49.7 .7 70.0 70.0 74" 40.4 4940.4 m�' 24' 70.0 70.0 70.0 70.0 Z m 34 1/16' 33 15/16' 36° 70.0 70.0 70.0 70.0 F D.L. OPG. D.L.OPG. p 48' 24" 70.0 70.0 70.0 70.0 37 1/8' 60" 70.0 70.0 70.0 70.0 0 VENT WIDTH 72' 70.0 70.0 70.0 70.0 IL 24' 70.0 70.0 70.0 70.0 p 74 36' 70.0 70.0 70.0 70.0 'p V W O WINDOW WIDTH 48' 36" 70.0 70.0 70.0 70.0 Z s UNM� 60" 70.0 70.0 70.0 70.0 I M o+ TYPICAL ELEVATION 1/8'H.S. c1Ass n• 70.0 70.0 70.0 70.0 ) M TESTED UNIT .OgO'Interlayer 24" 70.0 70.0 70.0 70.0 $ Q N Se ex Clear And Color Glass 36' 70.0 70.0 70.0 70.0 i � OR Eostman Chemical Co.' 48" 48" 70.0 70.0 70.0 70.0 16 �r0.1 0.90'Interlayer 60' 70.0 70.0 70.0 70.0 U rn t Closslam Safety-Plus II 72' 65.4 65.4 70.0 70.0 A OBy R Polymer Extrusion Technology, Inc.' 24" 70.0 70.0 70.0 70.0 SERIES-940 .090•interloyar 36• 70.0 70.0 70.0 70.0 OPTIONAL DuPont SentryGlas 1. 80• 57.2 57.2 70.0 70.0_ ALUMINUM HORIZONTAL SLIDING WINDOW NON STRUCTURAL. By'Kuraray America,Inc.' GLAZING CHANNEL 60• 49.2 49.2_ 70.0 70.0 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE SILICONE APPLIED 1/8'H.S.GLASS - c R R COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER 72" 44.3 44.3 70.0 70.0 00 WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING SILICONE NOTE: 9 MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. OPTION DOW CORNING 995 GLASS CAPACITIES ON THIS SHEET ARE .0- LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ROLL FORMED RM�ED BASED ON ASTM E1300-09 (3 SEC. GUSTS) WILL APPLY TO ENTIRE SYSTEM. _ AND FLORIDA BUILDING COMMISSION •• ••• • • • • •• • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH TME • •• • • io 0°'�n r REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOOITY •• • • • • • n 'rn °r HURRICANE ZONE (HVHZ). • • • • • • • iii • v o<m o WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER THIS NOA IS NOT VALID WITHOUT CORPORATE SFAI. O LOADS TO THE STRUCTURE. OF CURV-A-TECH CORPORATION AND A lABLI.AFFl%E0. q ANCHORS SHALT BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 11PROP L:fRBVIS® Engr.JAVAD AHMAD � Q EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING•OR %LCW. 00411 ••• •• IyingwOLIts Floft CML `q ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DET LS ARE j •• • B r FLA.AN. 38 92 \ NOT PART OF THIS APPROVAL. •• • per A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS I%TQ jOOD00OALY. • ••• ••• ••,• DY Or rjj f.4 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLF. GLAGING DETAIL [land ndePM&CtMAT ��J drawing no. S, THAT OMEN INTOIALS NCLUDING BUT NOT CONTACT CONACT WITH OTHER MDISSIMILAR MATITED TO ERIALS SHALMETAL LMEETTHE LTHE%SE WINDOWS ARE ATED FOR LARGE MISSILE IMPACT. W07-59 REQUIREMENTS OF THE FLORIDA BULLRING CODE. ••• • • • • 000 • • ERS ARE NOT REQUIRED. sheet I of ¢ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS f, SEE ELEV. SEE ELEVS. SEE ELEV. {�,V t8Yyr FOR SPACING FOR SPACING FOR SPACING rc A� t 0 WOOD SUCK v EDGE r--------- ---------'I DIST. r—'__— _ i d °a TR CTURE I "F DADE COUNTY IMULLION &MULUON ANCHORS I lha'd i SEE SEPARATE NOA ; DIST. \ in Q SHEAR CUP 2"LONG 11 EOCE II 22 AT FRAME{ICAO I DIST.ANCHORS ONLY 4 O U 17 tp TYPICAL ANCHORSot O sSEE ELEV. t 12 vri FOR SPACING cy \ \ 6 V�~Q � � 16 HEAD ANCHORS WITH SHEAR CLIPS YR;O to 15 SEE SHEET 1 FOR CAPACITY 1§2 IL z U5 WOOD BUCKS AND METAL STRUCTURE NOT BY CURV—A—TECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �i g AND TRANSFER THEM TO THE BUILDING STRUCTURE r m SEALANTS: TYPICAL ANCHORS: SEE ELEV.FOR SPACING Z ALL FRAME CORNERS, FIXED MEETING RAIL AT EACH END, INSTALLATION1/4" DIA. ULTRACON BY 'ELCO' (w=tn KSI,Fy=155 Ksl) 0 SCREWS IN SILL AND JAMBS SEALED WITH ALUM COLORED SEALANT. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES R" I'l WEEPHOLES: 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3 O '�l O a W1 - 3/8" NOTCH IN LEG AT EACH ENO THRU 1BY BUCKS INTO CONC. OR MASONRY w W o = W2 - 3/16" X 2" NOTCH 4 PER SILL 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) Fz V Ci = k W3 - 3/16" X 2" NOTCH 3 AT XO & OX SIZES 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) wo OPEN CELL FOAM PAD (1/2'X 3/4"X 3-1/4") AT EACH W3 =N M W DIRECTLY INTO CONC. OR MASONRY = LVA n m W4 - 1/2" X 1/8" NOTCH AT SILL TRACK 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ~v L PO AT 1-1/4" FROM EACH END (XO OR OX SIZES) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Q N4 a 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 5T INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ _J w INTO METAL STRUCTURES c � STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 16 6 20 TYPICAL ANCHORS TYPICAL EDGE DISTANCE S to � 12 SEE ELEV. FOR SPACING INTO CONCRETE AND MASONRY = 2-1/2" MIN. 2 o o INTO WOOD STRUCTURE = 1" MIN. g a;22 INTO METAL STRUCTURE = 3/4" MIN. g TT 8 FOAM PAD 21 --wt WOOD AT HEAD, SILL OR JAMBS SG - 0.58 MIN. O W3B CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. «m 5�W2 • ••• • TOY 1 • • •� � C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm 2000 PSI MIN. ' MOOS BU6K • • 13 —W4 _ ��' • •• • ��' •°°oS8 •• • • • 1 • • �0amu 17 • • • • • ° d Engn IAVAD AHMAD u 3 cm a ° • ••• ••• '� •° •9•• ••• NE170 j P •• FLA.PE 6 70592 ' d\ ° °. TYPICAL AN:fO(ZS • °•o I'.° • • °° PRODUCTREVISED �5 s a a r SEE ELEV. •• • :Vi • I °,• ascoRIF19MB w11h IMT FIUNde o . .. .. . _ : . TWICAL ANCHORS ^ 5 ° FOR SPACING sunk Code u EDGE DIST. I 000 •• • •EDGE IRSL • F(•L SPACING Ua1 �1c r A ' drowing no. PRECAST SILL >ri J W07-59 FOR CAPACITY USE COLUMN WITHOUT SHEAR CLIP ONLY SOI sheet 2 of 4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART# QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMART(S 4,V1u 1 10248 1 FRAME HEAD 6083--T6 FM- J N 1 2 10845 1 FRAME SILL 6063-TO - o 3 10847 2 FRAME JAMBS 6063-T6 - Z 4 11822 _ 1/VENT H.O. FOXED MEETING RAIL 6063-T6 5 10846 1 SILL TRACK 6063-T5 - a 6 10250 2/VENT VENT TOP/BOTTOM RAIL 6063-76 - U 7 - 1/VENT 5/16•BOX SCREEN - - O MVM-DARE COUNTY ��___�� TYPICAL ANCHORS - 6 APPR,D CUPPED MULLION II I� SEE ELEV. FOR SPACING 8 10257 2/VENT VENT SIDE RAIL 6063-T6 - SEE SEPARATE NOA I� II 9 11823 1/VENT H.D.VENT INTERLOCK RAIL 6063-T6 I I I 10 C-3055 4/VENT WHEEL HOUSING&GUIDE NYLON 11 C-3056 2/VENT ROLLER PIN ST.STEEL 12 C-3085 4/VENT VENT FACE GUIDE NYLON •7 13 - 2/WINDOW WEEPHOLE HOUSING&FLAP NYLON OR CELCON - • 14 - AS REOD. ROU FORMED GLAZING BEAD ALUMINUM - I 15 995 AS REOD. GLAZING COMPOUND SILICONE DOW CORNING u"?1Mp QL+ 16 7916-187 AS REOD. FINSEAL WEATHER STRIP W N 17 /8 X 1• AS READ, ASSEMBLY SCREWS - PHP SMS ------------ 18 - 2/VENT SWEEP LATCH ZAMAK AT 7-1/4•FROM EACH ENO - IRA 10255 2/VENT ALUMINUM VENT LATCH 8063-T6 - v 19 C-3081 4 LATCH SPRING CUP ST.STEEL - Z WINDOW YBDTH WINDOW WIDTH _ - - 20 C-3057 3/VENT BRASS ROLLER 0 21 Q8 X 3" 1/VENT FIX. RAIL BOTTOM SCREW 22 - AS REOM SHEAR CUP 1 6063-16 2•LONG O 0. oUwo lit 2�0 x UI��pMj m F o l VENT WIDTH Q N I 1/4"MAX. OPTIONAL TO /\ SHIM SWEEP LATCH © S I) ) 1 F 1 1/4•MAX. n J•+ 19 g �/ "../ $HIMMETAL WOOD BUCKS M 3 O.L.OPG. U rn x STRUCTURE 3 1/4"SHIM �{ 20R WOOD 8 K 0 8 18 TYPICAL ANCHORS I WOOD ST CLARE ..... EIEV. FOR SPACING ------------- -- —- ---- �SEE - '- c N y3N 17 ts cu o _ _ _ _ ----------SCREEN OPTIONAL ---------------- • G B °� 9' O Lo W 7 •• ••• • a • • •• 3 • • •• • • • • : p TYPICAL ANCHOSEE RS m =•=' • •• • • • • i• D.L. OPG. - FOR SPACING S o c^ • • • • • • • • • - m 0<m u •• '�I`EFSeR • • • •• c 0 WINDOW WIDTH qq Engn JAVAD AHMAD • •t• ••• ••• ••• CML TYPICAL ANCHORS • • • • • • FIA.PE®70692 , SEE ELEV. • • OX OPPOSITE • • • PROD=RBVIS® CAN.3538 , FOR SPACING •• • • • • i • • mwylnBwBh fJm F9Rida I.9pi B • •• •• • • • • •• UU9 ••• • • • • • AocePtsnceDuog �� BY �U � 15 drOwing no. DadePraluct ••• • • • • ••• • • sh_eet3of 4 • •• •• • • • •• •• ••• • • • ••• • • e F�-2.000---��q{{ 062 4o� V I I m .062 1.624 17 r � 812 § 2.500 1.1126 _ Z I1 / �1 1.062 Imo- � � a1 t ,7 o VENT SIDE RAIL / /� 6063-T6 L10257 J / FRAME HEAD n1 10248 . 1.500 6063-T5 6 2..750 .0ca• 0162 1.672 062 � q tiCs .812 .1251- 812 .125 Fes- - 1.052 Fes- Q W F VENT TOMWWOM_RAIL H,1)-VENT INTERLOCK RAIL m z m L.J 6063-T6 O 6063276 'T Z I 821 p- FRAME TOP CORNER 0 1 594 � ca 0 6 ,7 O a 1.149 -� 0' .062 1.671 .062 1.499 U Li SILI TRACK d WWV rMj m O5 10848 ---- ----- 1--' 6063-75 125 }A 2.187 H.O. FIXED MEETING RAID Q 04 / w I =o O 11822 8083-T6 L2!�' O .TMP .943] 240 / O 3.312 2.312 I .078 �IIp .050 � (� SHEAR CLIP 22 6063-I6 VENT CORNER o S FRAME SILL x O18845 6063-T5 •• ••• • • • • • •• CmN,n • • •• • • • • • ° I.SaB • •• • • • • ••• • FRAME BOTTOM CORNER p- • • • • • • • • • u so see so 082 E�gr.JAVAO AFIAfAD ro a 2,111 •6S • • • • ••• ••• ••• •• • • RA PE#70592 g • • • • • CA- 538 • • • • • • PRODUCI'RBVISBD •• • • • • • • • as complybM n•11h dw Florida a g 1 II •• •• • • • • •• Building Code �t .812 F� •••• • • • • • Aocepimxa tib r iflolooDato IPO 8 drawing no. FRAME JAMB By 4?OI5 WO7-59� O 108!7 Waft oa w 6963-T5 ••• • • • • ••• • • sheat 4 of 4 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTICE OF PRODUCT CERTIFICATION :. ,: •:• ,•, ;, ,; •;- . . . . . . . . . . Company: JELD-WEN Exterior Doors CertificationNo.s' ' N1b110$2'Rl 3737 Lakesport Drive Certification Date: 05/01/2012 ! Klamath Falls,OR 97601 Expiration Date: •• 09/31/2019 .. , Revisign Doe. • 06/05/2bi5 .. _ s,+ Product: "Energy Saver/Contour"Opaque Wood-Edge Steel Door w/(kdw/5.Side1ttr.(W0Qd frjqjlpe),• _ - Specification: TAS 201/202/203-94 .. : : . .. ... .. • *00 The"Notice of Product Certification'is only valid if the NAMI Certification Label has been applied to the product as described withinxht,*gngenV.•T*.•certitieation label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product AAs bled approvtd•foe ilstieg within NAMI's Certified Product Listing at www.Namicertiriication.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X O/S Opaque 3'2"x 6'10" +66/-70 10.0 psf Yes CTLA-696W alnei14iSingle Installation s s-20 -8) OX/XO O/S Door-Opaque 415"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size:3.0"x 6'8" Sidelite DLO:6"x 5'3"(1/8 Tempered Glass) Installation Details:5-2104(1-8 OXO O/S Door-Opaque 5'10"x 6'10" +66/-70 10.0 psf Door-Yes CTIA-696w Single w/Sidelites Sidelites- Sidelites-No Max Panel Size:3`0"x 6'8" g Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Glazed r r Ins¢allation details:S-2104(1-8) XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696w Max Panel Size:3'0"x 6'8" Double Installation Details:5-2104(1-8) OXXO O/S Doors-Opaque 8'11"x 6'l 0" +57/-57 8.55 psf Doors-Yes CTLA-696w Double w/Sidelites Sidelites- Sidelites-No Max Patel size 3'0"x Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Glazed Installation Details-5-2104(1-8) National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel:(804)684-5124/Fax:(804)684-5122 ! Gf. NAAH AUTHORIZED SIGNATURE: t 74.5'M.OA FRW WIDTH 70.25'M&OA MW WIDTH DELI TEN® Steel Tw. BAR TYP.BA•'�` SU WX.QA � .875'7YP.CONMEMSMIELOMAMMELVE PANEL WIDTH J6 MAX.OA � .875" J6 LUX OA 1 OF7LWE WODT 36.625'MAX.OA 6 B' A O4/7SiFNOFd�A W/ASTRAGAL PANEL WIDTH TIP. PANEL WIDTH PANEL WIDTH ww&NnhWNON4VPACrSMELnEs ®�^ GEMERAL NOTES tNACTNE ACTIVE 6'HAIL I.THIS PRODUCT LS DESOU TO COIRPLY WITH THE CURRENT FLOM BUI.DINC 80• so. �/ � OA D.L.O. CODE AND FINS BEER TEMIN ACCOROWCE WITH HIGH VELOCITY H LtAx WIDTH 3 ZONE 7W*REMOMENTS 2.WOOD fi1CKS BY OTHERS.MUST BE ANp/0RE0 PROPERLY TO TRANSFER LOW TO THE STRUCTURE- PA 1 PA EL tiJ.l25" S HEWIT J.PROD=ANCHORS SHALL BE AS LWED Atm SPACED PER ANCHOR LOCATION 9 EMB 9 OA DRAWLNGS.ANCHOR MENT TO BASE MATERIAL SHALL BE BEW WAL 81.25' 81.25' 010. DRESM OR STUCCO wx nN I HEM 4.SEE TABLE I ON TTIS SHEET FOR DESW PRESSURE RATINGS OA ®Wil OA 5. THIS PRODUCT 19M THE WATER REQUIR METNTS FOR VW ZONES. SEE FRAME FRAVE of OEM PRESSURE CHART BELOW. HE1 9 HEIGHT � 6. DOORS ARE BJPACT RATED AND M NOT F.'ET1i W~-DADS APPROVED IMPACT RMSTANT'SHUTTERS. 7. haW-RADE APPROVED NPACT RESISTANT SHUTTERS ARE REQUIRED FOR SRJFLITES 8 StOOM ARE AN OM AND CAN BE USED IN A WGLE OR DOUFU SINGLE OUTSWING COMMURA110N A 0.75• 0.625• �'(0)0)W/NON-IkPACT �� v�� 0.625' SRTEUIES VIEWED WN ETOFIROR A g o IFNTfALANSIARTIDSTEEi.D00RlCaeraa+to�trameooe�0ans) 3i zt:i DQU�.E txRsaaNc IMPACT UNIT rxxl �¢ WIDTH f COMPONENTCONSTRUCTRM; 37.75'MA74 OA VIEWED fR0L1 EXam I X75- IOY 25 OA X75'UAL 15.5•MAIL OA I=sheets:24 ga.(0.0207 minfinurn Uti iwass,Gd mgwd Steil A-525 FLAME WR)N TYP. BAR TIP. STEM FRAME WIDTH co mnmcd W=Y-AID°per ASN 620 with average mktkaatt yield 36.625'MAX OA W st-qM Fy(ava.)a24.6W psi. .875'IIP. 36'MA OA PANEL WIDTH X"MAX.OA 14'AWE.OA Core rr Expanded polystpeae with 1.0 to 1.25 Obs./d dandy.by FNNFL WIDTH W� F�AffI WIDTH PANEL WIDTH HELD rias Door Percel Constructiat:The acti�t:and reactive panels aro constructed from bent 17 020'the)gaandbot steel. The feta stceet tops and bdtot.6 are ® ® ® ® 6'MAx o e a bent 90'over the tap and el rads.The tap LVL wait measures I.67' ride x 1.042'high.The sled bottom rail is roll famed 0.021-gakor izedF AIIACINf ACTIVE OA O.L.O. �a steal measuring 1.67'aNde x 1.21'high. The sides of the face sheet am M. �' G ,Y WIDtH ralt formed aide the LVL latch able and Pondermo Pince hinge stile which MAX. MAX. ' measure 1.67*x 1.06 The Interior coaly is filled with potystyrew. The OA OA Q face shoots are ghed to Ute pdystyrena. PANEL PANEL 63.125' a Fared Lite Const.:me sash is consbuctad from 24Gk(0.020'mkt.)g hwOed HEIGHT FR]GFIf MAX sleet me edges of the race sheet are bent W over the polystyrene cmc g A and ghud to Z The side permits are rated to receive Um ODL lip Lite 81.25` 81.25' D.L.O. F Frames or the optional f1r ly Light Fiances. (See AM 7 for gfarag MAX. ® MAX ® FLOCHf tl details.) The fie crones are seated w/OSD gldzing cwpxmd m Cha OA Qv exterior. FRAME F OR t312 Frame canshucUan:The homes me constructed from Ponderosa Pine jart6s HEIGHT HEIGHT e B measur. 1.25'wile x 4.5625'deep. Re door and sidaGts h�jambs are matlsed and butt johced to the side jambs and attocited with(3) 1664 . . • .•• .. S 2'x 7/16'crown wire staph. The units use a standard bwrtp few Permke threshold measuring 4.041'dog x 14"high.The threshold is ottacfhed to • •• • • ••• • • w o`or`�o fl- the frame Mb 3 16CA 2'x 7/16"crown wireLY J sit" l • 1L-ttB1�E •• iAt8E0FCONTENTS 0.625' A Q.75' 0.625' ,,.%`` F. Q�s SIDELRES VIEWED FROM EXIM _ £OI/iSWING ANPACT UNIT DO W o m SHT DESCRWTIOtI ��FROM_EXI� �� '••• •.,p �,. ort¢: 9-11-01 2 VERIKAL CROSS 5ECIIOAS AND BILL MATEFIRLS TABLE 1: 1'• 7• :O.i• :•. • • N.T.S. J HORIZONTAL CROSS SECTIONS OEM Ptd WJM-MQF SAM * * • • OsaA/Bh JIM4 HORIZONTAL CROSS SECRONS AtND NOTES MILMATIM RMUMM 5 Mw 5 ANCHOIM LOCUM AANDND OU R5 W -V� 90FIRE5 sw Mw WT Ix Ox X0, j ��-70� p0�'i Pte"'Ru •me • ••i r' • •0 WME er No_S. SIfFELL 7 GIAZOO DETAILS 00181E ww Uldf Q0L I[IM M tit ) scit.1 lgad roMng this docume t i •G U<!$DING DROPS.INC. S-2104 8 UNIT COLTONENIS If/NO LION-Mw S°D11FS +57 p9-57 psf t am app oWrg thb dttummt Sig Phone 954-399-8478 te:zots.ortetz4a:4s.osoo; wort Y anre Fax:954-744-4738 sir 1 aFP • • • • • • • • • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . • ••• 0.75'MN. CONCRETE/ 0.75`MIN. CONCRETE/ EDGE DIST. MASONRY 51 EDGE DIST. MASONRY 51 1 WOR STEEL FACE SHEET 24GA. OA20'MN. STEEL 1.50' 8Y 01 1.50' BY 0 2 FRAME HEAD JOLNLED PONDEROSA PWE • • wo • ••• MN. MIN. J FRAME HW JAMB FNGER i0am PONDI OSA • •Wpm • • • •i 4 FW#E LATCH JAMB( JOINTED PONQVM P9VE 0.250 a 1 19 EM8• 19AIA5 4'x 4'BUR HWGE IZ BY • • q ' 6 X J'PFH WOW SCREW HINGE TO WW ••• ••• • ••• 000 • >�+ SHIM 20 2 7 WOR LATCH SIRE LVL ®$c 28 PE KO BUMP FACE lHRESWL0 V 0.250' / � 9 EITAD 7LNA1 NAI. 16GA.X 1 Fit t41AJ10N CAP STEEL Z�„�•�� MAX %/� /�% 10 COMFRESSIOF WEATHERSTW •• ••• • 2 C�Qj SFE DETAIL 7 T 1 SHIM SEE DETAIL 7 32 t2 WOR BO RNL 11 DOOR TOP&L •• • •S" •• i• • ON SHEET 5 1 ON SHEET 5 13 DOOR 1L9 STIE JOWTFD PONDEROSA P8� • a n`� 31 14 t0 x 13 Maw WOOD SCREW 0:." •• W ai = 1 NOTE 6 ON 29 SEE NOTE 3 15 LOCK BLOCK FUM JWM PONDEROSA SHE 4 10 SHT. 4 16 3/16 1TW TAXON ANCHOR W 1 1 4 ARN. EMBED. STEEL 17 EXPANDED POLYSTYRENE 1.0 to 1.25 16. cT DENSITY) BY JEW-WEN LOAM 1.750'ANN 1.750'MIN. 18 NOT USED - PANEL THK PANEL THK. 36 19 12x WOOD SUB BUCK WOW 17 20 90M 0.25 HAIL TESL.mw 004"PLASM W GRFNER SEE NOTE 2 ON 2 21 KiY9W 400 SERIES KNOB Sm 22 KMXSET TITAN 700 SERIES OEADBOLT NOT SHOWN STEEL. SHE 4 38 23 H x 1 1 PLASCREW ODL LITE FRAME STEEL 4 24 H r Z PFH WOAD SCREW STEEL � 4 25 8 r 2 112'PFH WOW SCREW STEEL y 0 125'MN. 26 t0 r 1 PFH WOOD SCREW IMPERIAL ASTRAGAL TO DWSm GLASS TNK. 27 10 x 2 PFH LNDW SOhlb STL}1Y Li 28 YIIJ.ION GIP WOW y � LN D29 S91CDA'E GURl( CR LAWRENCE 33 C SILICON I75 80.0` 80.0' 30 GLAZWG COMPOUND COW 8Y SIJCOME 4 81.25' AO%. 81.25MAXMAKI SEE GLAZING . 3J BRAD TRIM NAI. 16GA.x 3(4' FAM 3/8-OUARTER.Rww. STEEL � OA CIA OA DETAILS, SHEET OA 32 3 OUARtFR ROtHdO SNDJTE STOP WOOD FRAMEPANEL FSE 7 PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MOF ¢ HEIGFir - H ' HEIGHT HEIGHT 34 SCIOACE KNOB SET 1 STEEL $ 35 S�iGE WAOBMT NOT 5HON71 STEEL `�';.I 36 9DELRE STEEL FACE 91EET 24GA 0.020 MW.STEEL STEEL a m 1 TEMPERED GLASS BY PPG am MOO SEE NOTE 2 ON 23 37 3 J5 WE FRAC SC SPARTECH POLYWM PP55M CM3 POLYPROR SHE 4 39 PRESSURE TREATED MUWON BAR 3 4 r 4 9116 x 81 1 4 P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL 8Y ALUM" 41 ASTRACAt.STRIKE PLATE fffY STEEL o_ 42 YALE KNOB IER11AGE SOB STEEL g, 1 36 43 YALE OEAOBOLT W UAGE SERIES NOT SUM STEEL 12 NOTE 6 ON 17 44 9�UTE FRAME WAD.SILL AND AM(MM JWIED PONDEROSA PTO WOW SHT. 4 29 45 UAE FRAME BY TROY FOR 112'I.G.U. POI YAW. 10 3 46 1 LNSWA M TEMPERED CLASS 9Y TRIM AMPAC (LASS Q NOTE 8 ON `f6 47 BY MkW I' LNXYPROP. WE NOTE 9 ON 16 3 SHT. 4 48 1 INSULATED TEMPERED GASS BY DPINrtY AMPAC GLASS SHE SEE OETAI 7 NATE 3 49 LRE FRAM SCREW x t 112SEE -lONC PANTLIJ6D BY SIM ON SHEET 5 50 CAM COMIUM DOW 1199 SIAL 8 12 ON SIFT 4 51 t0 WOW WSTNJAMW SCREW W t 50 t4W.EMBEDMENT STEEL 3152 DOW LAWN STRIKE PLATE STEA 44 ��\ 53 1 DOOR LATCH DFAD BOLT STRIFE PLATE c!A i4 STEEL '_+' •: - 1.25• '=• � .. ,�`rQi.•'y .'js -L wm: 9-1 i-Dl MIN. _ 7 Prepamd 1yr tx5' 2.50'AN. CONCRETE/ EMB. 1.75' 2.50'MN� MASONRY * . * - MFG.8n M8� MASONRY S T T ® *m!m S. SAFFELL EDGE D15f. MN. EDGE DLSi. 8Y OTHERS LBdB. 8Y OTHERS ?�oc': p.:�tv,�. em.: VERTICAL CROSS SECTION VERTICAL CROSS SECTION s ",v , . Blium DROPS,INC. S-2104 WITH HICH DAM THRESHOLD AT SID LITE SASH s Phone.954-399-8478 r®e x Lura Fox:954-744-4738 sir-L OF 8 SEE NOTE 4 SEE NOTE ONASHT. 4 25 19 20 4 5 7 1 15 214234 13 6 5 6 3 20 19 2 ON SHF 47 > � BS17IQR v m o.. 1.750'MIN. PANEL THK. O ,• z O N �a /// + MASONRY BY OTHERS e 0.75' n• • ��\ 51 10 1 T 1 1 10 51 / " '• • 0.75'MIN. EDGE SEE DETAIL 5 SEE DETAR 5 EDGE 01ST. e ON SHEET 5 ON SHEET 5 ' ., . p, i a 0 .A1AX HORIZONTAL CROSS SECTION p HORIZONTAL CROSY SEC710N 0 .MAX SHIM , o > LATCH B TOB HI JAUB TO CK FNM 1.50'ANN. 150'MIN x CONCRETE/ EMBED. EMBED. MASONRY BY OTHERS SEENOTE 1 & � ON SHL 4 6 ASM4GAL THROW BOLTS(2) TOTAL; (I EAC�I) a a 17 15 7 7 5 7 1 ?15 214 34 OHM 0.31'DIA x 9.0'LG.AT TOP&BOTTOM ; INA ACTIVE $p {y N I SHT TE 09 10 I •• . . . • • ••• •• =s • • • . • ASTRAGAL TO STILE ATTACHMENT • • • • • •• • '=�o`„0 0 1.750'MINP10TC REM 24 NOT SHOWN THIS•• • i i : i 0• •• o= ^ PANEL 1HK VIEW FOR CLf�1(mi, e SEE DETAIL SEE NOTE 4SIT. 4 24 1 ON TH75 710 1 17 O :•• ps med W ••• sWE N.T.S. ON SHEEP * . ;*� i 0• JWJ • c y • • i •�F 1 •i ev:S. SWELL HORIZONTAL CROSS SECTION %��` ?�• }DROPS' p 5-2104 AT IMPERIAL ASTRAGAL S ` vire Pham 954-399-8478 me Foic 954-744-4738 9*Z _L of 8 • • • • • • • • • • •• •• • • • •• •• • 0 0 000 0 0 • ••• . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 3 SEE NOTE 4 24 44 28 9 4 5 7 1 15 21 42 34 13 6 5 6 3 28 9 44 14 NOTE 7 ON SHE. 4 ON SM. 4 • • • ' 32 1.7507 MIM. i• • • • • •i• •. �' SEE NOTE 3 ON SHT. 4 31 E7 PANEI 11IK 17 K; .- 3 Z e, . .• W SSS SEE GAZING \\ r � 10 � �\\ SEE NOTE 2 DETAILS, 3 ON SHE 4 SHEEP 7 �/ �� ip ON SRT.. 4 SEE NOTE 5 25 /// �\� SEE NOTE 6 SEE NOTE ON SlH9T. a 2s /// \\� 25 ON SBOTE 4 1 17 1 1 �5 // \� 29 ON SHT. 4 ON SHEET 5 0.750' ON SHEET 5 39 0.750' SEE GLAAZING q j 39 DETAILS, SHEET 7 � MUHORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION Q M 0 LATCH JAM A7 DELITE TO NGS JAMB O i l E N $il NOTES. CONCRETE/ SEE NOTE 3 1. SPACING FOR RM E 126 THE 110 x 1'PFN SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS �, 51 19 20 4 31 ON� 4 OTHERS 3 0 a AS FOLLOWS: FROM IHE TOP DOWN&THE BOTTOM UP: 1.0'. 2.57, 4.0, 5.57. 13.0. 1&0'&26.07. n m a 2. SPACING FOR REM 123 THE/8 x 1 112.P ASCREW IS AS FOLLOWS: SEE GLAZING TOP& 32 3 ITTML HORZONTALY. seem PANEL IN FROM EACH CORNER 38 45 4 O DEIAAS. SHEET 7 ON THE SDES VERTICALLY FOR THE SIDEl1TE PANELS 3.0". 110', 26.0". 39.0'. 520'& 63-07. J. SPACING FOR 1TEM 131 THE 16GA x 3/47 BRAD TRU NAIL.ATMCHING THE OUARTER ROM TO THE SMJTE AND ITEM 19 THE 16GA. X 1'BRAD TRIM NAIL ATMCHING THE MULLION CAP TO THE MUUION M VERTICALLY, is AS \ EXTERIOR FOLLOWS TOP&BOTTOM HORRONTALLY(FOR THE 318'OUAIM ROUND) t.25'IN FROM EACH CORNER WITH (1) NAI.MID-S'AN. o ON THE SOES VERTICALLY(FOR BOTH 3/8'WARTIER ROUND&MULLION CAP): 1.25'FROM EACH END&SX MORE C, EQUALLY SPACED ON THE FRIO. �I 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAM0.125'MIN. INTERIOR 12 B AND BUCK USE ITEM 125,A 15 x 2 1/2'PFN WOOD SCREW. 0.125 1w. IN. R 12 WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND OEM JAMB AT THE MILLION USE M124,A/8 x 2' Of ASS PFH WOW SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2'PFN WOW SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, '° s 15 AS FOLLOWS. ON 6.0'FROM EACH VERTM CORNER WITH(4)MORE SCREWS EQUALLY SPACED ON THE FRO, SEE SHNOTE 2 T1 4 6. THE SDIIlTE PANEL S SECURED INTO THE SDELITE JAMB W/M129 SILICONE CAULK W THREE SIDES AND HORIZONTAL CRO55 SECTION _ 3/8'OUAIMY ROUNDS SECURED WITH REM 131 BRAD TRIM NAILS x 3/4'LONG. 0.75'MIN. �� SEE NOTE 6 `N�(��tr�l ' E TO 8 CK 7. WHEN ATTACHING CHING THE HINGE TO THE JAMB AND BOCK USE REM 127,A 110 x 2'PFH SCREW. WHEN ATTACHING EDGE T ° ON SM: 4 ��$F. ,, THE MVGE.•TO THE JAMB AND SMOM JAMB AT THE MULLION USE 1131 114,A 110 x 1 3/4'PFH WOOD SCREW. & SPACING FOR ITEM 49 THE x 1 1 2'PANHEAD SCREW(TRINITY LREFRAME)IS AS FOLLOWS. 4-11-01 1 16 / ON SHEET"5 ��` ��'P ,�� GrfFI RF I TEFRW FRtbl1 THE TOP DOWN VVMCALY:3.25: 18.0625; 32.8125: 475625'&62.625' '• .O O,. seise N.T.S. S9fF7 RF 1rtF'Fgeur 7P&BOTTOM FROM THE LEFT• ONE(1)SCREW AT 4.4375'. ° 019'or. JWJ 9. ALTERNATE CONCRETE/AUISONRY INSTALLATION ANCHORS OF EOLMEMT PERFORMANCE CHARACTERISRCS GW 0 S�FFELZ USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE F'RQIECT OF INSTALLATION.ON. MLN. ? 74.50'MAX. OA FRAME WD E70.25'MAX. OA FRAMEWIDTH SEE DETAIL.2 ^�ON THIS SHT. SEE DETAIL 4 ON THIS SHT 4.50'ITP. 9.00"7YP. j bi 6.00• 1TE .00'TYP. 3.00 6.58' 6.00"TYP. 11.50' o y 6.00'TYP. 3.00" .00'TYP. 2 '• j 00"TYP. np• SEE DETAIL 4 +.�"a 2 allo — L 6 TYP. 7.375' 3YaO 6 TYP. _I 11 1 I I I I_ 7.375" 7YP. 71P — SEE NOTE 5 31" S ON SHEET 4 5 SPACES SPACES O 1185 6 13.85' SEE DETAIL SEE OETAI 5ON TH$SHT -' r ON THIS WT. — 8AX et.25' ` MA)L MAX OA OAF 1 2FRAME 5 FRAME 5.50'I 1 _ 15.50" _ TYP. _ $ t _ _ 1 _ 31"I 36.615' 16 36.625' i6 TYP. ][ t`r; o Ll Ll 00"TYP. 3.00' .00"TYP. s 6.00 7.00'TYP.=12.125* 3.00' 7.00"TYP. TYR .15'MIN. i C-SINK. .Qv SLE DETAIL 3 / ON THIS SHT. DOUBLE DDOR WITHOUT SIOEUTES ANCHOR LOCATIONS SINGLE DOOR WITH SWM S ANCHOR LOCATIONS / \ VIEWED FROM INTERLOR VIEWED FROM INTIIBOR I 16 51 25�\ 25 i6 SEE MOTE 5 S3 SEFaWIE iD • • •• • 742 7 SHEET 4 \ / 4i /l • • • • • • no k' / \ / p \ / / 1 / `a``t�its n 111 j�� Mt FORAUATTON•ANCHORS / \ 1 1 `1ES F. i�fEit ti 550" I I 550" 1 I y r y' p / G 24 9-11-01 24 25 tee`` °y �tE 4 t \ 1 SEE NOTE - 7 P r• •• •••SooN T.S 4 SHEET 4 * . 0:.*1 •• i Mrm eR JWJ '- •f ! • • i I4:�1 • •i �w.at S. SAF FEIL 52 52 :O P:•4i • • L=1J • no.: DETAIL 2 - AHEAD JAMB DETAIL 3 - 0 THRESHOLD fJ�j�Jf 4 pETAR 5 NAIL 6 �� '�^� `` �•� 5-2104 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB h DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMBS �° Phone:95-7399-8478 �e'c ave Far 954-744-4738 s� 5 OF 8 • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . .. . • . . .. .. . 107.00'MAX. OA FRAME WWNi •• •• • i� 37.75"MAX. 0. ••• ••• ••• ••• ZT BL FRAME WIDTH •® cd O SEE DETAIL 2 Z O ON SHEET 5 •• • • • •• ••• 4.50'T' 16.41°TYP. SEE DETAIL 4 • • • • • • • • • ON SHEET 5 • ••• • • • • •• +- 3.00" 00"TYP.00 13 4 P'TYP. 6.00* • • • • • •• • •+, ,'� 3.00" 00'TV. 5� 6.00,�: I TYP. ••• i i ••• • • • a� bETAIL- TYP. OONNSHEET 5,P • � a 6 TYP. i 11 1 I I I Ill I I 1 l 7,T75" 6 TYR 6 TYP. 2375' 1 51 51 St _ TYP. TYP. TV. 6 SPACES SEE NOTE 5 31• SPACES SPACES ON SHEET 4 A 11.54" Ji` — ® 13.85 0 81.25' SEE DEET 5 a 81.25' SEE DETAIL 6 q MAX. ON SHEEP 5 MAX. ON SHEET 5 OA OA Oil FRAME 5.50"1 25 HHEI W FRAME 5�, ( I = 31` 31" 21 $ o 1 31 t cI _ — 36.625" 16 36.625" T t 6 ff. n 1 I l 1 11 L — I I f Bo 3.00" 3.00' 00"TYP, 6.00" 8.58 3.00• 7.00'T1P. 7.00"iYP. g TYP. TYP. i ee SEE DETAIL 3 ME DDDR WITHOUT S1DET U ANCHOR LOCAMIS ON SHEET 5 VIEWED FROM INTERIOR DOUBLE DOOR WON SIDEIMS ANCHOR LOCATIONS a VIEWED FROM MTERIOR IIIS 4r W N7 O PmpwM Sr. sauF N.TS. * * = oec en JWJ c Q cmay..5. SAFFELL .• p= 9 P �� 'ems wuSULM DROPS, Phomw 954-399-M78 5-2104 FM 2117E Poi:954-744-4736 ISHM 6 OF 8 17 50 30 37 EXTERIOR 0.125"MIN. 2 TEMP. GLASS cc ICXNESS 'd INTERIOR OAS GLASS BITE 17 29 50 29 46 50 38 2 SEE NOTE 2 ON SHf 4 EXTERIOR 0.500"MW. gg GLAZW MAIL 1 GLASS TH• 0.125'TEMP. 0.150"AIR S DIX LRE FRAME SINGLE PANE r GLASS 1/8"TEMPERED GLASS i SPACE SPARTECH POLYCOM PP55M C13 r O 38 25"x.50" 0.125"TEMP. INTERIOR 0.50 INTERCEPT GLASS GLASS STEEL SPACER cl BRE ' 50 SEE NOTE 8 a o a 1 29 29 48 50 45 49 ON SHT. 4 EXTERIOR 0.125" TEMP. G3AZWG DETAIL 2 �`o GLASS TRINITY UTE FRAME _N 'j 1/2"MUTED TEMPERED GLASS 1.0101 MW. LtTPOY EU-5007 N GLASS TW. AIRSPACE Q x .y;7 75" .50"0.50" 0.125"TEMP. ••� �' •• •• . x INTERIOR STEEL SPACER GLASS ��W. GLASS am Q60(18EA1�115.OURl •=-o o N N BITE • UCFBI S&jM • • o=N = 50 4 49 ON SHO. 48 ,```,� 1F. � SEE NOTE Qoo� SWR � scrr t L ��?• ••• ••• •i -11-01 � GLAZWG OEfAIL 3 • _ • Aepm BY. •N.T.S. TIBNHY LITE FRAME `* * _• • • • 1" iwi INSLUTED TEMPERED GLASS = T • i i • • • • •• @ S. SAFFQl LUPOY EU-5007 �� a i; eI18081C 5-2104 Phww 854-d99-8478 Fm 2m Far 954-741-4738 • • • • • • • • • • •• •• • • • •• •• • 0 0 000 0 0 • ••• . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... }- 1.670•-{ �- 1.670- �- 1.670- 1.670. 4.5625• z.1aa�; . 1 I iJ I . ... -� . .. .. . 1.210• ji/ 1.ano' 1.000• ,.oaz' 1250' /�`/. 0.71! ; ' : •.• 12 DOOR 0.021 d STE 13 JDPSA ODOOR tA�H 5RLE 11 L� 2 3 Z rt ns^ 24CA(0.021 STEEL Cd FINE WooD FINGER JOINTEQ s • • • •• •.• 4 4 08 PONDEROSA FMIE • • • • • • • • ,Wy as • •.. . . . • •• is I I O.SI3' � •• • • s��O.t25*.• • � M�0=. 1 1.645" -I ��0.529• 0.340• 0.5�- 1.544` 1.544' 1.586' 0.831• A� f 0.140" - 1.750"-i f� 1.750•--I 1.752' 0.5.0' 2.521• }�--2.519' 2.627' OCORNER BLOCK FOR CSN WFA1HfRSRiIP 1 2"1. . TRINITY LRE FRAME 1"1. POLYPROP. 1 F'OI YPROP. m l l PCPC STEEL BOTTOM RAIL 10 SCHLEGEL 0-LON ODS 650 45 POLYPRQR 47 38 MDF x 3.0-LONG RAM PL4ST1C LTTE KIT MATERIAL TR8ri11'P1ASf�LTTE KIT MATERAL OOL PLASTIC LRE KR MATERfAL AMOVED UNDER NQ4/D7_0828.OI APPRMM UNDER NOA /07_0828.01 APPROVED UNDER� 110-1209.01 1.250' 1.109" 0.668" -1 N 5 0.462' 0.58$- ®0.375' W 0.375--{ I-� E l i -j 0.624' o O O O3/8'QUARTER ROUND GI Pia ii c 1 J2 SIDELITE STOP o m 3e 1.750' 2.500' 1.736'0.675 T PINE 2.040' t O O " a AsrRACAI HAS TWO 0.3125" O 2.137'1.012 IMA.x 9"LONG&XTS; O -1 1.375- �-- L O O I I 1 ON TOP, 1 QV 80TTOM l 1.025- ® -1 1.381' O -A 110" -�i� �-_ COW O ST R 0AST- OEM ASTRAGAL STRK PLATE WOR LATCH STRIKE PLATE MR LATCH DEAD Mt911DN CAP HAGER STEEL BUTT HINGE 8 r 6063-T6 ALIWIINUM 4t (IMPERIAL 0.125'STEQ) 52 STEEL @BOLT SIDE PLATE 28 F�(81.25-LONG) O4-x 4-x 0.097'TW. STEEL - 11.875' 1.710- 0.582' HARDWARE USED /j �-----4.041" -0 - ZD4.x00• / ACE ALUMINUM Far PEEWKOwow ww IA. // t°� O ' Pmpamd 8j, scAm N.T.S. Jwj cm By..S. SAFTELL owsm No, aum 15 WOOD LOCK 810CK SY «•� Phu=954-399-8478 O5-2104 FINGER JOINTED PONDEROSA PINE rams For 954-744-4738 8 ova ap 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 (� A Perfect Solution in Every Drop Dania Beach, 33004 �. 954.399..88 478 PH certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Opaque Outswing Impact Door Units With & Without Non-Impact Sidelites for Florida Product Approval Report No. 3398 Current Florida Building Code Method: 1 —A (Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge Material: -Steel/Wood Product Dimensions: 107"X 81.25"(Maximum) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 a,��ttttrfrrir��i .�.... Prepared by: �Q. .,..... . ._F.p .:..i. '..' : Hermes F. Norero, P.E. r • ..:... Florida Professional Engineer#73778 ^ * ; 7 Date: 02/02/2015 .. .... . . ty- 44/ '••:•• • • •••••• Contents: i T ,C 0.• ♦� •... •• •• Evaluation Report Pages 1—4 i,� SS,� ��G,�♦` •' Digitally signed by Hermes F.Norero,P.E. ••••" Reason:I am approving this document • �•• Hermes F. Norero,P.E. :"": ... •• Date:2015.02.1812:18:39-05'00' Florida No.73778 BUILDING DROPS { A Perfect Solution in Every Drop - Date: 02/02/2015 Certificate of Authorization:29578 Report No: 3398 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel Door,Wood Edge 107'X 81.25"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,Inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero,P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions S-2104,signed and sealed by Hermes F. Norero, P.E.(FL#73778)for specific use parameters. Limits of Use: 1. Thos product has been evaluated and is in compliance with the current Florida Building Code, includine the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. \ 3. When used in areas requiring wind borne debris protection this door product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2104 require f4irther c�rrgineering •••••• analysis by a licensed engineer or registered architect. • 6. See Installation Instructions S-2104 for size and design pressure liriaitaiieos. •;.•;• •••• • •• ••••• •••••• • • ••••• %••*M@rmes F. Norero,P.E. .' • • Florida NNo.73778•••:• • ' 0 Page 2 of::•••: /a/AA\\ BUILDING DROPS 15 A Perfect Solution In Every Drop - Date: 02/02/2 Certificate of Authorization:29578 Report No: 33988 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc.(FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization#TST1577) Report#:CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA1789) 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84-08 Report#:3113726SAT�001 R1 Report Date:03/13/2009 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology,if any,between tested editions of the test standards listed below and those editions referenced In the current Florida Building Code. JELD-WEN,Inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test ••a standards: ••• �. •• •�!� ASTV E@4 09 ....:. .. . ...... • �; After reviev$bt 19e above mentioned referenced stanBards and editions,it has been found that no significant .IeXAcal ch®n$es have been made to the test standards that would affect the results.All referenced ..... .. . . .. standards hpYgpggn found to be equivalent.All materials test results meet minimum requirements of the • •CO"bt FBC gr.Msl1ng HVHZ provisions. • Hermes F.Norero,P.E. . . •��• Florida No.73778 • Page 3 of 4 BUILDING DROPS , 2/2015 A Perfect Solution In Every Drop Date: 0 CerNflcateofAuthorization:29578 Report Noo:: 3 333988 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX,OXXO X,OXO,XO,OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. 6.6••6 • 0000.. • . . 6 .. . 66 . 6 00.0.6 ,. ••..0. 0000.. • 0000.. 0000 .6 . 6 0000 .. 0.00. 0000,. 0000. 66.6.. Goose . 0000.. 6066 Jjermes F. ryorero,P.E. • 0 0 6 Florida Wo.7371$.0; 6 • 6 0.Vage 4 o14 6 6 6 .0.6.0