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WS-16-566 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253890 Permit Number: WS-3-16-566 Scheduled Inspection Date:April 26,2016 Permit Type: Windows/Shutters Inspector: Naranjo,Ismael Inspection Type• Final Owner: THOMAS, LOUIS DE Work Classification: Window/Door Replacement Job Address:1235 NE 100 Street Miami Shores, FL 33138-2603 Phone Number (305)796-4922 Parcel Number 1132050080040 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE EXISTING FRONT DOOR AND IMPACT. Infraction Passed Comments REPLACE 2 REAR NORTH SLIDERS WITH IMPACT INSPECTOR COMMENTS False E�>spector Comments Passed Q Failed Correction a Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 25,2016 For Inspections please call: (305)762-4949 Page 12 of 31 Miami Shores Village 00 �� Building p De artment 7,,y AR o 2o�s 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 (y BUILDING (waster Permit No. PER IT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:2�57 ® S o City: Miami Shores County: Miami Dade Zip: d Folio/Parcel#: Is the Building Historically Designated:Yes NO_jef- I Occupancy Type: Load: /Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): a�i S Phone# 4 Address: City:_ *-91 ✓ State: Zip: :-� Tenant/Lessee Name: ^^ Phone#: Email /�-�7e�t S 771 o e7j, -S !�/ �� C- Cin CONTRACTOR:Company Name: to(A 1A/_421C Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 3s S-r> 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ NewVRepair/Replace ❑ Demolition Description of Work: f , 7 e- Specify color of color thru tile: Submittal Fee$ �� ' Permit Fee$ CCF$ CO/CC$ Scanning Fee$ S ' Radon Fee$ DBPR$ Notary$ S" 03 Technology Fee$a. gM Training/Education Fee$ Double Fee$ P Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ' ` (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a and a re pection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged beforeme this The foregoing instrument was acknowledged before me this day of " (k2G (1—� 20 1 ,by day of ,20 ,by �U lS�lL -T+4Cb,lh;i§peqga I to ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: �b -- Sign: Print• ' # uoiSsitUWO�'' Print: Seal: = Seal: '' '• 96021901£0 �• ****************************** aka* e��l►************************************************************ APPROVED BY Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) y1s s Miami Shores Village Building Department "" �"' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: %;� DATE: ADDRESS: S �T Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,FS 489.103(7). And I have read and understood the following disclosure statement,which entities me to work as my own contractor,I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.it may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with- holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings odes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner rider permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,m contractor with certain restrictions even though I do not have a license. Initi 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsi for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit I understand that I may pro, myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name inst name.I also understand that the contractor is required by law to be licensed in Florida and to list his or It rise nu bers on permits and contracts. ve Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved for sale or lease. If a building or residence that I have bulk or substantially im myself is sold or leased within 1 year after the construction is complete, the law will presume that I built u ally improved it for sale or lease,which violates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my bur ding or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. -4- Initial f 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjects to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeownefs insurance may not provide coverage for those injuries. I am willfu an owner-builder and am aware of the limits of my insurance average for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial —�p 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or h :/A ww.m oddalicense.com/db r/ ro/cilb/index. Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify,Miami Shores Village immediately of any additions,deletions,or changes to any of the inform have provided on this disclosure. Initial Ucensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not h a license,the Constr4uction Industry Ucensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or fine is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation average. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit,A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of 20 By LOJ LLfL- TqO YAS who was ora no to me or who has i11I1111111/ Produced there Li n e or as i en ' 63 j ''N/z .. 49 WNER N�TAR op\`�;a 'ice •• . g�,��•''\J�� /.,,,r,11ri114J\\\\\ 1611aml Shores Village ` 55, 10060 N.E.2nd Avenue NE Miaini Shores,FL 331380000 Phone: (305)795-2204 Expiration: 0412016 Project Address Parcel Number Applicant 1235 NE 100 Stree 1132050080040 LOUIS DE THOMAS Miami Shores, Fl- 3138-2603 Block: Lot: Owner Information Address Phone Cell LOUIS DE THOMAS 1235 NE 100 Street (305)796-4922 MIAMI SHORES FL 33138-2603 Contractor(s) Phone Cell Phone Valuation: $ 3,500.00 HOME OWNER Total Sq Feet: 0 Type of Work:REPLACE EXIISTING FRONT DOOR AND IMP Available Inspections: No of Openings:3 Inspection T P YPer Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# WS-3-16-58876 DBPR Fee $2.00 03/08/2016 Credit Card $110.40 $50.00 DCA Fee $2.00 Education Surcharge $0.80 03/03/2016 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee $130.00 Scanning Fee $15.00 Technology Fee $3.20 Total: $160A0 In consideration of the issuan 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 ELECTRIC BING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS A IDAVI Icerti at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd zonin . Futh ore,I authorize the above-named contractor to do the work stated, March 08,2016 Autho er / Applicant / Contractor / Agent Date Building D partment Copy March 08,2016 INSPECTION RECORD STRUCTURAL sits,1110"110% INSPECTION DATE INSP INSPECTIONDATE INSP INSPECTION DATE INVFoundation Zoning Final Stemwall ZONING COMMENTS Rough Slab Water Service Columns 0 st Lift 2 Rou h Columns 2nd Litt TOP Out Tie Beam Fire Sprinklers Truss/Rafters Sept;Tank Roof Sheathing Sewer Hook-up Bucks Roof Drains Windows/Doors ELECTRICAL Gas Interior Framing INSPECTION DATE INSP LP Tank Insulation Temporary.Pole Well Ceiling Grid, 30 Day Temporary Lawn Sprinklers Drywap Pool Bonding Main Drain Firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet Niche Backflow Prevento Pooh Steel Underground Interceptor Pool Deck Footer Ground Catch Basins Final Pool Slab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling Rough Driveway Rough PLUMBING COMMENTS Driveway Base Telephone Rough Tin Cap- Telephone Final Roof in Progress TV Rough Mop In Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom FinalMECHANICAL ADA compliance Alarm Rough INSPECTION IDATEI INSP Alarm Final Underground Pipe 7FlooDOCUMENTS Fire Alarm Rough r arin Cert Fire Alarm Final Rou h atment Cert Service Work With evation Survey Ventilation Rough Reinf Unit Mas Cert ELECTRICAL COMM Hood Rough Insulation Certificate7 Pressure Test Spot SurveyFinal Hood Final SurveyRnai Vbntilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum MECHANICAL COMMENTS "INSPERMOMN "DOATEM Final Sprinkler Final Alarm EU 4'- i-------------- ---__ _ = -----------------------------------------------------------------------i GENERAL NOTES: _ _ _ - - _=_ - ------------------ i 1. THESE PLANS ARE PREPARED EXCLUSIVELY ------� -= ------------------ t :::::::::::::. ............... FOR THE SELECTION OF NEW DOORS OR ............... MED _ - - t --" I WINDOWS. INsrAW A110N SHALL BE CARRIED OUT ............... ............... ---- ---- ----- T------------------ ---------TJ ............... ............... ................ ............... FOLLOWING E CORRESPONDING PRODUCT ............... ............... ............... ............... [BAR:0 S.zan i g u � � v I r------------------ t CONTROL APPROVALS FROM MIAMI-DARE COUNTY. RE a ® u I I I t REQUIRED MODI QUIREDI FOR OTHETODOOR/WINDOW INSTALTHE ORIGINAL Sunshine Windows • I =�'=-°__�_= t i i IS NOT COVERED BY THESE PLANS. A SEPARATE Manufacturing, Inc. t t I PERMIT WITH CORRESPONDING DESIGN PLANS i -., I t t I 1785 W. 33rd Place ----- MUST BE OBTAINED IF MODIFICATIONS ARE - " ---------------------------------�----- -------------------------------------j----------------•---- H6ateah. Florida 33012 REQUIRED FOR THE INSTALLATION . FRONT VIEW Ph: (305)364-9952 2. THESE PLANS ARE NOT CONSIDERED Fox:(305)828-5118 COMPLETE UNTIL SIGNED AND SEALED BY THE ENGINEER AND REVIEWED AND APPROVED BY THE CORRESPONDING PERMITTING AGENCIES tt EL: 14'-0" -----------------------------------------— ------------�---------------------------------------- 3. ALL DIMENSIONS SHOWN ON THESE j - _ t DRAWINGS HAVE BEEN OBTAINED, IN PART, BASED _ _ t UPON INFORMATION FURNISHED BY OTHERS 00 AND/OR BY ROUGH MEASUREMENTS FOR THE ------------- --------�--�� ~ B B 1�-3--------------------- --------- J PURPOSE OF PROVIDING A SPACE PROPORTION TO =__�__= THE USER. WHILE THIS INFORMATION IS BELIEVED I O I �-a=-1 I P4,) TO BE RELIABLE, THE ENGINEER RECORDS ASSUMES NO RESPONSIBILITY FOR THE ACCURACY j I 1 I t === =_= j OF THIS DIMENSIONS OR FOR ANY ERRORS OR _1 OMISSIONS THAT MAY HAVE BEEN INCORPORATED Ll_ t t 1 t t t INTO IT AS A RESULT OF INCORRECT INFORMATION " I t PROVIDED TO THE ENGINEER. THOSE RELYING ON Ll..l L: 0 —O t ---- t THIS PLAN ARE ADVISED TO OBTAIN INDEPENDENT --L-----------------------------------' Q 0:fLLJ REARVIEW VERIFICATION OF ITS ACCURACY. C:) � :2 4. DO NOT SCALE FROM PLANS O (n O Miami Shores Village EXISTING ELEVATION P LAN W Q Elf APPROVED BY DATE p � N.T.S. O ZONING DEPT (n I.-- 37n 37" 2" 24�" 108" __j o IDG DEPT ' -� -�� O JI3JECT TO COMPLIANCE_WITH ALL FEDERALOFFICst r' COI INTY R 11 CS AND RF UI ATI LL1 z A OP co ao 0O CL0V CY V_ MARK A MARK B MULLION (SL) 24 3/4" X 86" a ' tww 02/17/16 (FD) 37" X 86" 2" X 6" X 86" GLASS: CLEAR IMPACT RESISTANT (SGD) 108" X 80" wale: N.T.S. GLASS: OBSCURE IMP. RESIST. QTY. 1 GLASS: OBSCURE IMP. RESIST. ,: ANCHOR A�3 JAM-J1 ANCHOR-A3 GLASS TYPE-B QTY. 2 QTY. 1 tic NO. WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD i�� 001 +38.04 PSF < +77.13 PSF +38.35 PSF < 68.55 PSF +39.09 PSF < +130.00 PSF +35.43 PSF < +88.26 PSF -41.44 PSF < -77.13 PSF -41.74 PSF < -68.55 PSF +42.08 PSF <-130.00 PSF -44.36 PSF < -88.26 PSF �� SHEET NOA:15-0204.05 NOA:15-0528.21 1 NOA:13-0122.05 NOA:14-1112.09 1 OF 1 ZONE: 4 ZONE: 4 ZONE: 4 ZONE: 5 t- cr Project: LUIS DE THOMAS Engineer: E.F. 1235 NE 100 ST MIAMI SHORE FL 33138 Printed on: 2!25/16 Building Characteristics h= 11.50 ft ,L= 53.84 ft (Short horizontal dirnension of a building measured parallel to the wind direction) B= 55.47 ft (Long,hortzorhel dimensron of a building measured normal to the wend diracbm) h/L= 0.21 (To det.Cp,ASCE 7-10) LB= 0.97 (To det.Cp,ASCE 7-10) Z= 6.90 ft (ASCE 7-10, Table 26.9-1,page 256, Terrain Exposure Constants) Zmtn= 15 ft (ASCE 7-10, Table 26.9-1,page 256, Terrain Exposure Constants) C= 0.20 ft (ASCE 7-10, Table 26.9-1,page 256, Terrain Exposure Constants) B = 500 ft (ASCE 7-10, Table 26.9-1,page 256, Terrain Exposure Constants) e= 0.20 ft (ASCE 7-10, Table 26.9-1,page 256, Twmin Exposure Constants) Design Criteda ASCE 7-10, Chapter 30, Part 1 Risk Category II (ASCE 7-10,Section C1.5,page 380) FBC-2010,Section 1604.5 Exposure C (ASCE 7-10,Section 26.7.3,page 251) FBC-2010,Section 1609.4.3 V= 175.00 mph (ASCE 7-10,Fig.26.5-1,page 247) FBC-2010,Section 1620.2 KZ= 0.85 (Velocity ire Exposure Coefficient also lth,ASCE 7-10 TABLE 27.3-1,page 261 based on z) Kd= 0.85 (Wind DirecOnnalify Fedor,ASCE 7-10 TABLE 26.6-1,page 250,based on structure type) Velocity Pressure q.=0.00256 K Kd V2 [Ibs/ft2] (Eq.27.3-1) (NOTE.-section 26.8 of ASCE 7-10,page 251 does not apply fl.a.,Kzt=1.0)) qz= 56.64 PSF qz asu=qz 0.6= 33.98 PSF Determination of wind prmure(p) (ASCE 7-10,chapter 27,page 259,Main Force Resisting System) P=q"G'Cp-gh(GCpi) [Ib/f2] (Eq.27.4-1) (ASCE 7-10,27.4.1,page 260,Rigid building of all heights) Gust Effect Factor (ASCE 7-10,26.9,page 254,Rigid Structures) iZ= 0.228 (Eq.26.9-7) LL= 427.06 (Eq. 26.9-9) Q= 0.91 (Eq.26.9-8) Therefore: G= 0.85 (=0.85 per ASCE 7-10,section 26.9.1,or use sq.26.9-6) and, Gc '+_ qq (Internet Pressure Coettt lent enclosed 26.11-1,page 258)Enter 0 for open bldgs.0.55 for partially enclobldgs. p ••0'i�.orO.18 forencl�l bld8a. G _ •.-0.1$;{lnjdMai Poctient TABLE 2s.?1-1,page 258) ... .... 0.: . . . . . .. . . . . . . . . . • . .• . . . . . . . . . .. . ... . ... . ... . . . . ••• A(10 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . e_ Determine a: a= 5.384 ft or 4.6 ft (whichever is smaller) 4.6 s but not teas than 2.1536 ft or 3 ft 3 conmis Use a= 4.6 ft Windows and Doors Pressure reduction factor= 1 (Fig.30.4-1,page 335,if 8<10"reduce GCp by 10016) q:= 33.99 PSF EXPOSURE C CATEGORY ii P=gh[(GCp)—(GCpi)] [psf] WINDOW/ SIZE(aprox.) AREA GCp(-) GCp(-) GCp(+) P_ P- P+ DOOR ID w(Inch) h (inch) (SF) ZONE 4 ZONE 5 ZONE 4&5 ZONE 4(-) ZONE 5(-} ZONE 4&5 N1AFK A. 37 -12$ 0.94 ; -4 ;44 /` x.04 MARK A(STOREF.) 243/4 86 1 14.78 -1.07 -1.34 0.97 -42.48 -51.66 39.09 K; (MW 4N)' 32,710 1.30. . x,536.35 MARK B(SGD) 108 80 60.00 -0.96 -1.13 0.86 -38.83 -44.36 35.43 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . . .. . . . . . . . . . .. . ... . ... . 2 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . . t ti MIAMIMIAMI DADE COUNTY • DADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Roam 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152593 NOTICE OF ACCEPTANCE (NOA) wynY.miamldadgeov/ecoDpmv Sunshine Windows Manufacturing,Inc. 1745 W.33rd Place Hialeah,FL 33012 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 Nliami-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"8000"Aluminum Window Wall System—L.M.I. APPROVAL DOCUMENT: Drawing No. W08-90, titled "Series 8000 Alum. Window Wall System (L.M.I.7',sheets 1 through 12 of 12,dated 11/11/08,with revision A dated 03/05/12,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed,then it shall be done in its entirety. 1NSPECTIONi.A.j9py of ttds �enlire.N.OA shall be provided to the user by the manufacturer or its distributors and shall Ile#v$ildblb$sr3nipection at the job site at the request of the Building Official. This NOA renei m 12 NUA# bA,968 ana 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.13-0122.05 Expiration Date: April 03,2018 Approval bate: April 25,2013 ... rot�l Page1 .... . Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-90,titled"Series 8000 Alum. Window Wall System(L.M.I.)", sheets 1 through 12 of 12, dated 11/11/08,with revision A dated 03/05/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,F.E. (Submitted under previous NOA No. 12-0314.08) 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)Drop Load Test,per CPCS 16 CFR 1201 (Cat 11) 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5447,dated 12/19/07,signed and sealed by Michael R.Wenzel,P.E. (Submitted tinder NOA#1181114.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2004 and FBC 2007,dated 09/02/08,prepared by A1—Farooq Corporation,signed and sealed by Humayoun Farooq,P.E. (Submitted tinder previous NOA#09 04.13.10) 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours &Co.,Inc. for their`DuPont Butaciteg PVB Interlayer"dated 09/08/11,expiring on 12/11/16. .. ... . . . . . .. . . . . . . . . . . . .. . . . . ... . .. ... .. . . . .. L • ••• • • • • MaP.E. . . . . . . . . . . . nu .. . . . . . . . . . Product Con of Ex er • •• ... MOA 122.05 .. . . ... . Expiration Date: April 03,2418 Approval Date: April 25,2413 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 4 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010,and of no financial interest, dated March 05,2012,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 12-0314.08) 2. Laboratory compliance letter for Test Report No. FTL-5447,issued by Fenestration Testing Laboratory,Inc.,dated 12/19/07,signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No.08-1114.16) 3. Private Labeling Agreement document in conformance to BCCI)guidelines dated 04/09/09 signed by Jose Nuffez. (Submitted unders NOA No.09-0413.10) G.' OTHERS 1. Notice of Acceptance No. 12-0314.08,issued to Sunshine Windows Manufacturing, Inc.for their Series 8000 Aluminum Window Wall System—L.M.I.,approved on 05/24/12 and expiring on 04/03/13. .. ... . . . . . .. . .. . . . . . . . . . . .. ... .. . . . .. . ... . . . . . . Manue Per ' Product Control Fx . .. . . . . . . . . . .. 0 000 ' ' NOA No.13-0 .OS Expiration Date: Aprt103,2018 Approval Date: April 25,2013 . .. .. . . . .. .. ... . . . ... . . r tr r` DL OPO. O.4 OPO11L OPO. DYADTH ML �1 ` SEE SHEET 2 SFE SHEET 2 SHEET 2 _ CHART SEE CHART ro SHEET 2 SHEET 2 • F � � :• ••• • N • • �' / � OIF •• • • a / �! / D.4 CPO. 0.4 OPO. • • ,� • • • //• //' SHEET 2 StWEET 2 a •• • • •• • �/ I SEE r•: • • / t =!S N •• / t FOR DOOR ttt�� ilt p a o I 4"MM % wtL Muu I sl'ACINO 1' �, ,r s SEE SHEET 3 8t a CORNERS CORNER6 t t �,—DOQR MULLION ANCHORS C� ANCHM TYPE A.B.C ORD At((310R8 TYPE A,&C D I SEE SHEETS 6& 2.3 OR 4 E S—/ 2.3 OR 4 AT FAdi E MtfWON—/ SEE SHEET SEE SHEET 6 TYPICAL. ELEVATION ALLOWASLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR MOM CAN BE o rtERR1ED BY INSCIRIBINO.PICIURE sYmDOtiir SHAPE YADCN SWARF OR REcrANQLE AS ` EN IN DOTTED LINES AND OBTAPfOlO ALLOWAtlLE LOADS FT4S THOSE StTAPEs ,SERIES 8000 ALUMINUM ENDOW WALL SYSTE SINGLE UTES MAY BE DISTAL W YERHCALLY AS SHOWN AWK OR HOR90WALLY. � THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE LOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. INsTacnom USE CHARTS AS W-LOM PRODUCT COMPLUS WITH REQUIREMENTS OF ANSI 297.1. THIS PRODUCT W BEEN DESIGNED AND TESTED TO COMPLY WH THE REQU NTS OF THE FLORM TTlt VNC CODE DICLUDING HM VELOCITY .9101 OETlAM 49 DHSBR WIND LOIS REINMEMENT BasEO LAMINATED GLASS K F�ZONE(HVHz). U aaoSIX tm ZONE �ODUCTii6lV v" UM v APPELOC a ASIDE 7 s Dx+iARa LARGE MISSILE IMPACT WOOD BUCKS BY OfMUST ANCI{t ED PROPERLY TO TRANSFER g lOWOS TO THE STRUCTUCW SM 2 SEE( VSi2 FORDEStiRt UM '� BCode rs J i CAPAc2TY rY O or oE M cease af2E. 4rxepmecexe - ANCHORS SHALL AM i1BTH0.SPACED AS SHOWN ON ITETNIS,ANCHORS AS FRA .. saw L TEDfbENf TO BASE MATtDZIN SMALL BE BEYOND WALL DRESSic10 OR STtlCCO. a t OR FORSHEATS 3EN SIM ON RM moi' T� ANgi!>l M OR WAM COX IONS NOT SHOWN O7 THESE DETAILS ARE THE Cmmv SHOWA t7mm THE amm LOAD. 9Y DeRoYr638it S•• A 11�e NOT PART OF THIS APPROOL ON 01 gagpMOM Om A LOAD DURATION INCREASE tS USED tN DESIGN OF ANCHORS INTO WOOD ONLY. Run nVX DF�N LQA0 SPECM ta. MATERIALS IHCLUDM BUT NOT r�LBTEb To s�At SCREVIS THAx INS '' ' W0$-90 COME INTO CONTACT WRH OTHER OISSSTMRAR A!A StTAU 1A £T THE STg THE LOWEST VALUE RESUl3D10 FROM STEPS'2.3 REQUIREMENTS OF THE FLORIDA BLOQ CODE SECTION 2003.8.4. ANO 4 SHAH APPLY 70 IDD�E SYSTEM. sheet 1 of 12 GLASSLOAD CAPACITY - CI S{ yv NOltD7AL 0131IM 8. CLASS TIPS WI oL&8S TYPE'8' [� D.L.O.WH DLO.MW EXL(+)/01T.(-) EXt'4a•)/91T.(-) 28' 8060 130.0 38" no 10.0 40' 84-t/a" ou 131.0 " 44-1/4' a" 130.0 %%%/• a 48" • • $060 13060 �• • • • 80.0 T30.0 $� r' • •Wd 4" ••• BOA • 130.0 .�� ALTERNATE BUTTON BUMPED • •••• e060 • 60 % IN LIEU OF VINYL SPACER 8 a ••3t" • • ODA • 130.0 q� 38' • 8060 60 40' 80-1/2' 80.0 t3D.0 g$ •• • /4" ;••• 90.0 4 1{ o DOW C a0RP8N6 eaz E eY3l f� • t•4b' • 80.0 •• ••100.0 DOW CORNW0 790 oow CORtm 700 • gip• • 80.0 130.0 • ••• • no • 1'x.0 1/4"HEAT STREWO CUSS 1/4"HFIS STRWO MASS • •4ATY' 8060 170.0 AW KHRAYER AW MTERLAYER es, •*W 9"/26 80.0 •• *96=0 BY UMONT, By lwpoKr • •• /4e •••• • ODA • t1/4"HEAT STREWD(LASS 1/4"HEAT STREWC MM-1 �A W 29' ••• 8D60 130.0 32" 8060 130.0 38 102-11r WA 130.0 =� i 40' BOA 130.0 $ 44-1/4 80.0 130.0 9 8 $ 48° 80.0 128.9 6 28" 80.0 130.0 32' 80.0 130.0 10 g 10 g 30' fell-1/2" 80.0 130.0 40" 8060 130.0 GLASS TM 'A' MASS TYPE 'H' 44-1/4" 8060 13D.0 28' 80.0 tsaD GLAMIr, OPTIONS c 32' a0.0 130.0 c P 38' fi4-i/2" 8" 130.0 41V am 130.0 44-1/4" $OA 13060 RODUCTRENEW�i ��1flaSarD9lke 4capiance Nfias� � Z. f/f NOTE: GLASS CAPACITIES ON THIS SHEET ARE t*I,A"5S m BASED ON ASTM E1300-•04 (3 SEC. OUSTS). � 7 • QA.�U.3838 eD t7ode tmA�mTBa n1a nalloio /� & 5 P`a&c` dtaeno. 0088--90 sheat of e MULLt01t LOAM CAPAtT7T-POP MULUO148 1TPPx011T INTH M801ATE xONZONTALB an lie1pQAx8xoRBD 00,4 1, JAMB'a1' a m w JAMB'jr aA1,e otml C NOMINAL DMB. MI9.L'Iat' um'M9' um'MO' NOW.'94. - =iH ttO 1TUWE 1 WAW. €+� W. + E21 t+) W. {+ n 1Rr. -) �T -) W.(- �• 13MO 170.0 130.0 13060 38' 1311A 130.0 130.0 130.0 42° ° 130A 130.0 I ISOA 130.0 pat ar p 48• • • 130.0 130.0 130.0 130.0 • w •• • 130A • 13oi• 130.0 130A WIDTH (vo " Wt • •• 13U • IRW 130.0 t30.0 AT FRAME JAMB �° ••• 130.0 130.0 W0.0 13&0 h4 •• •0jr • 0130.0 • 13" 130.0 1304 W • 49' eo•• 1300 13300 000 � 0 48° 13&0 130.0 130.0 130.0 D. •• •o* :•• 121.7 130A 130A a y3 • • • • 113.7 •d4"• 130.0 130.0 e18888 • • 130.0 170.0 1=0 130.0 • •• •• 130.0 130.0 130.0 • 4Y' $0:4• 119.0 A319A• 1304 130.0 • •• 107.8 ta0.0 taw Wt In 84" 98.4 14W 1279 1]060 •: •0* Of• 91.0 1 118.4 130.0 WIQTH � W1 + W2 gt 30• • 130.0 t 130.0- 130.0 AT FRAME Ml0.MON Z • w 128A • IAA 130.0 13U •• ••4f. �8 0 10b 300 130.0 130A 0.cV 48• i• • "A I= Umo 130.0 G N 84° 0060 130.0 120.8 130.0 t� 38• 88.9 130.0 114.4 ta04 rr 30• 1300 130.0 130A 130.0 w 113.4 t30.0 1.3060 13060 Q 42" 1o. 9960 1304 130.0 130.0 DS 48• 88.8 130.0 123.9 170.0 t` 84' 80.7 1299 . I11A WDA 780 12&4 10&7 1299 k. 30' tt2.4 1311.0 130A 130M 38• 0&0 13.00 130.0 130A 42' 108' 89.8 130.0 12960 130.0 48• 73.8 118.8 10&9 1304 W 88.1 1004 to" 11&7 30 104.8 1304 17&0 1304 3B° 88.8 130.0 130.0 1304 49° 110-1/2' VA 12319 118.8 130.0 JAMB'41' JAMB'ag JAMB JW $ 1R013UCTR131IEW2p 48• 88.7 110.8 103.7 124.0 wMhthe Bludk 89• 84.3 103.4 984 118.0 30• 883 t3W -130.0 130A A Pigm tje/ - �jB 3B• B0.4 129.3 12&1 130.0 42• 114• f" 1129 IOU 130.0 MULLI0N8 trade g< 48• 82.3 toms 97.1 It&0 50" 01.1 987 1 11317 119.0In U 30• Bile 130.0 130.0 13MO - "-AM* PRODLICrItRVISM 38° 120• 88.8 110.4 1134 13MO FIA.P6 70l.B8. 84 nAyftw {g1aPI0ddB :• t 48' 834 SUB'a t 1cub 17.5 MULMN 1111' MULWOx'ME' MULLfix'MS' MUW3W1'M4' C.U."7 A 00110 bf NOTE. dtoetng rro INTERPOLATION BETWEEN WIDTHS ALLOWED. 4 W08-90 0 8 2012 Meet of t MOWJON LOAD CAPACITY-PW UUUJON8 WITH Wt MBDTATR 110RIZONTALtt 04TEE4lE01ATE HOtOZONTAIS A4�� JAMB UNBU �Y dAHB'dl' JAMS'dt' JAMB'DS' dANO 92' dAMR OpTt OPTIONS Z NOMINAL DIMS. 4dt'BNmw" UML OPTIM Q0: 4 w. •T W. 100TH(57) 4DWE BE9it11 . W. - W.{" 30• 13" 1310 139.0 130. 38' 13060 130.0 1340 130A 42° 12° t30A 130A 1301 130.0 a 48° • 9 130.0 /1.0 13" 1310 • • 130.0 1301 130.0 $ h ° •• 13" 1 130. 13060 0' <ti{wAAJ p • 30 ••• "m 1!060 • WOA 1310 Wt 1S. • •dpi • 1301 1300 130. WIDTH (W) a Wt 84 R 42' . 130. 01306 • 1391 130. AT t JAS 3 48' • 130.0 130.0 130.0 . • • •• •II&1 � • 130.0 130.0 • • 4b83 •1301• 1272 130.0 WTERMED1ATE HOR20111AI.S • • 130.0 1 2340 130.0 0000 •• 00130.0 woo 130.0 I= • 4ii 9.Ov9• �1 0 13DA 1=0 ' • 04181 11&0 I= 130A 130.0 • 0o • 104,9 •tm• • 1391 13MO • k&As :aai 117.8 130.0 g. 30° • • •3060 130.0 1310 Id0.0 38' • 12&0 W 1i 1301 Ina N • ••2i ..i• •111.1 110.0 • 1301 1301 48' 7r 972 1301 119. 130.0 IQ se •• 8&4 130.0 114.7 130 Wt W2 89' 77.8 126.1 1032 123.4 30° 130.0 130.0 130. 130. W1 + W2 mJ 38" 120,0 1310 1301 47060 AT FRAME MUUJON 2 _ 42° 99-t/2• 1ot$ 13M 1301 1301 8 46° no 1301 122.0 13060 M' 50.0 12&7 1098 130A pb?3, xx or 74S 1198 101.4 1212 ar 1291 1308 13060 t=0 38" 19&1 130.0 130.0 t39A 42' io° 928 t30A 1310 1301 48° at.0 1310 1143 1310 04° F 7260 118.9 1018 121A 00' 1 098 111.7 9&0 117.1 30° 1092 13060 1301 130. 39° 91.0 130.0 1310 130. an'dt' IAMB'd2' mm•a0' 2toDUC7'R6NEwm 42" 109" 78A t2" It" 130. esa4mplfd•wtt616e1ROr& $ !106Na8 Cate 48° 88.3 lW8 102.0 121.9 4eeeplefue No x , 83° 818 993 913 1104 oaDalo 1, 3 1020 139.0 1=1) 1390 39" 1660 130A 1204 130.0 42" 110-if2" 72.8 117.2 ti13 130.0 �U�ONS 61 X00 Pr89ai1 � �4 -- 49" 83.7 1929 97.4 1144 168 94.9 89.9 107.4 9t 3r 92.9 130.0 130.0 Ixo ngrs 60 60. AN1U{D PROLriI RRVISHD T 38° 771 1248 1221 130.0 110.9. � o��1mPP100{de 1 41" 114° 90.3 10&7 104.9 120.0 Fm PC.7036 Z MULLION lull MUwQN'MS' MCLWON'1601' MOIJ.ION%4' A 0.I& (f 49" 0&0 93.4 918 109.4 mttonllate 60" .88.7 89.8 878 10.0 3r 798 128.1 I= 13&0 M Ptb.klol drawing rro. 39' 12. "A 108.7 11&1 13-MO WOS--80 41" 80.11 9t8 94.4 112A NOTE: 48" 49Ae SMI 6z6 9&7 INTERPOLATION BETWEEN WIDTHS ALLOWED. MAR Sheat 4 o 12 BOOR MUMN IAM CAPAaff-P39 D08R MMON WAD WACW-•PBFJAMB'AW JAMB'dDt'JAMB'JAi'am'd08'JAMB'.100` JAMB'JIW BIDSiJTB lR MULI 'MOl IIUIL' 'MD9 MOLL'MD4 JAiaB'd0t'IAMB'J111'w"'dD W Mm'J118' () 8ID1Nd1B !+RAMI MULL'MDl MIR&'MDI MOLL'MD8 MUw.'M04' 111DTi1 mmm t*� per.(+j E%t.(•t) INT.(+) �� .Rll-ll-NOTH EM. INCR8 R1CR� 9dL - W.(-) INT.() ) 1NT.(-) Att.( ) War.(-) 32 17AO s2" 120.0 120.0 32 90.0 90.0 90A 904 70 1240 1240 120A 120.0 35 904 90.0 "A 904 4288.,1 120,0 120.0 120.0 1204 42 98-1/2 904 90.0 00,0 WA • •• 48 12MO 120.0 120,0 1204 4S 904 90.0 I 90.0 904 • • 54 120,0 120.0 1240 120A 54 8&7 90.0 904 90.0 .} • 0000 • 0009 80 •• 119.4 120. 1204 120,0 32 77.5 au 90.0 904 t- • • • 32 • 1048 120,0 1240 120.036 110-1/2 73.8 80.0 940 90.0 ••••• 30 104.2 f20.0 120.0 120.0 42 68.8 00.0 90.0 940 tQ{� • too* • 42 OVI/2 97.2 120.0 120,0 120 0 48 848 90.0. 90.0 1104 ea • • 48 0***, 91.1 120.0 1204 120.0 32 70.5 90A 90.0 90.0 • •••• •• •• 84 88.7 120.0 118.s 120.0 38 114 67.2 00.0 8D.0 90A B. _}• • • • 77A 120.0 118.4 1204 42 62.7 90.0 99.0 MID •••• • • 35 7Ja t I4A t 12.7 1�.0 48 58.7 90.0 90.8 90.0 7 • e:00 •••• 886 108.7 108.1 32 so.a 90.0 040 904 • 48 649 1040 "A 117.7 30 87a 88.6 940 904 • • 0••• 0000 42 120 63,6 83.3 69.1 9" 00SUNsm WINDOWS 0 4O 1/2" •0• 87 S//�2"DOM v-nLMAII( 48 $O.a 7a.1 53.5 • I09M 1EPARATE moi• • •oR•fj••••• n$:��/e/na�a^-¢ •,•,•• �1 D�OR 49�eepO5 sO\O1/9- ID/MATHL paa . DOOR SEE SPARATE NOA on SWELFW W01MAtL85 AX43 /4• VAUMEOWTE ° AOErt WE Jy WIDTH xa CHART tL TO CL DOA. OpRIZOK.ALS WEE CHART CL TO CL UN. n \ 43 StDE1RE IBM 9toAticr tterlEw¢i! } SEE CHART CL To CL NE 4.v k9cOd1 Ibr<9torltrc 0§ .4mmleace No ? $ PnplreOooDate !8 B7 • AsdePrBdaACoOf DOOR-WINDOWA i a n'JAl' JAMB'aw JAMB jw 'TRANSITION MULLION droWirtg no. WO8-90 Mu="'Mar M10AAON'M99' MULwm'M09' MU1aa0N'MA4' AR Q s�bi2 sheet 5�t ANCHOR LOAD CAPACITY- POP �� t' g� Ext W&-4-) H DSS lilt ~ U6 NONINA6 DIM& ANORDIN TYPE'A' ANCBORS TM'D'&V ANCROIIB TYPE'C' ALL FOMO USES SEE SEPARATE NOA tY SM(W) t HE= AS As " =/DO 118/113 E4 C2 cc C4 -OPIUM � 30" 1304 13DA Is" 1404 1304 13.0 130.0 1304 1300 38" 10&4 130.0 IJDA 130.0 130.0 130.0 130.0 130.0 130A j w p DOR a 42' M" 044 1304 130.0 $22.3 130A 1304 t3OA 139.0 13060 OR 48' 81.3 122.0 1304 1070 1304 130.0 123.3 13U 1300 84' 72.3 108.4 130.0 9&1 1304 130.0 109A 1304 1394 60' • t 97.6 1304 88.8 f28.4 1304 98.7 1304 139.0 • 301 -•• •t2ai 1134 ODA 130.0 130.0 t3o.0 1304 130.0 1300 t\ q P r • L t 1 0 130.0 1,10.0 13MO 130.0 1304 t30A 0 • • 12& 1 112,9 139.0 1304 130.0 130.0 1304 • • X8.1 1128 13SA 984 1304 1304 1134 130.0 13114 I \ q \ t / q $ Bd' • $0.7 1 87A 130A 130.0 101.2- 130.0 130.0 p, t • 010' 80.1 90.1 121Ll 79A I16.0 1304 91.1 t3U 1300 ----- L�-- ---j a iy t f 130A 1304 130.0 1304 130.0 13" • • • •903 Ims• 840.0 1 f8A SAO 1304 130A 1304 130.0 Wt Y71 Y!2 tYt Y72 • •t� ��,�, 77.4 118 304 1010 130.0 130.0 117.3 13DA 1304 a ^+ 1T2 - 48" • 0.7.7 11W.5 130 89.1 1404 130.0 102.7 130.0 130A 4811TH(W),. � 2� MDI N (1f)a N�-� 91f i0414 •• 002 90 • ft.4 79.2 t 18A 1304 913 13" 1=0 • Sri �a 713 tOreG 1300 eat 1232 130.0 T 104.1 1360• 130.0 130.0 t30A 1304 130A 130.0 13" DOOR& • • •• f 114.1 130.0 140.0 13x0 130.0 1304 SEE SEPARATE "Ism"Nsm • • _ 42' ow 074.4 i•fA 1704 97A 130.0 134.0 1124 .130.0 1304 �.-•'1 • 88.1 1 .0 8&6 12&4 130.0 9&7 1x60 $304 /i%�• •f/i'� U • •� • 0.N 84° 0 )17.8 8eA 118.7 78.1 110.1 1 130.0 97.7 730.0 130.0 a • •• •82.1 7&1 104.1 884 102.7 13060 7&9 11&4 1304 3' 1° 0.0.00.----- ar 91.8 1304 130.0 128.4 130.0 130.0 13&0 I= 1x60 4• 3" 3' a a ki 38' 81.3 t22A 130.0 107.0 130A 130A 123.4 13 MO 13M 4" 3• i / q 1�•f3 42" �„ MY fO44 130.0 81.7 130.0 t3a0 106.7 1304 1304 48' 81.0 91.8 122.0 80.3 120.4 130.0 924 130A 130.0 e`mn s4' saests to&4 71.3 to70 130.0 820. 124.1 130.0 w 40O 732 97.0 04.2 980. 128A 74.0 111.0 1300 30' SLI 130.0 130.0 I2at 1304 130.0 130.0 140.0 1304 z0 \ r 36' 79.3 11&0 130.0 104.3 1300 140.0 1202 130.0 130.0 8• 8" 3° y 42" 98-1/2• PA 101.9 130.0 89.4 130.0 130.0 1014 1x60 130,0 y r 3u 3" q \ d Or 595 80.2 11&9 782 it7.3 1x1.0 00.2 1300 00.0 3" ss 824 790. l0&7 694 104.3 tw.o 8af 1202 1304 L_-aaa 36• 91,9 130.0 130A 129A 130.0 1304 130.0 130.0 130.0 38" 7&8 114.8 130.0 100.7 130.0 130.0 11&1 140.0 1304 AL 10. As.Es.cs A4 e4.C4 wt n"! 42° 102' we 9&4 130.0 111.3 129A 13060 Gas 1,104 13" 48' 87.4 8&t 114.8 78.8 tf3.4 130.0 87.1 1304 130.0 ANCHORS TYM SEE SIM 8 FOR OESCRPRONMDTN(W)e 191 +DZ 84' 81.0 784 102.1 87.1 100.7 1 13x0 774 116.1 130.0 AE a2 ANCHORS TYPE A' AT EUX SIDE OF JAMS AND MUUdON 2 $ '.A" BBA 130.0 130A 114.1 130.0 13&0 130.0 130.0 130.0 BA . (23 ANCHORS TYPE'S' AT EACH SIDE OF JAMB AND MULLION iRODUC7'REfIrm • )OB' 72.3 108.4 1304 96.1 130.0 1=0 1094 110.0 1304 ca oe a 2 ANCH W TYPE V AT EAt21 SIDE OF JAMB AND MULLION 2 ANCHORS TYPE'C' AT M SIDE OF JAMS AND MUM pntd�la2ooml plylas wllCttKt9ori8c 42' 02.0 0.0 1 1234 81.6 1223 $us $" 130.0. 130.0 Aecepte iG ' 7 48" 84.2 81.3 108.4 71.3 107.0 130.0 822 123.3 1x.0 AS a 3 ANCHORS TYPE'A AT FACE SIDE OF JAMS AND MILLION pbeOonDete J$ 30' 844 1272 I40A 111.8 1100 1x60 12860 130.0 1300 83 " 3 ANCHORS TYPE S'AT fACi SIDE OF JAMB AND MULLION < CS ANCHORS TYPE'C' AT EACH SIDE OF JAMB AND MULLION A1�ICHORS 117 36" 70.7 1080 130.0 934 1304 130.0 107.1 130.0 130.0 DS ANCHORS TYPE V AT EACH SIDE OF JAMB AND MILLION Atte pvoddtftdi W Ifo-1/2" ou 90.8 121.1 79.7 1194 t3OA SILO 1a0 1304 A4 =141 ANCHORS TYPE'A AT MSIDE OF JAMB AND MULLION 44 411" SSA 70A 1004 N.7 104.8 130.05.4 120.5 1x60 84 m 4 ANCHCRO TYPE VAT EACH SIDE OF JAMS AND MULLION Eat, PRODUCrRRVlSW T 30" 822 123.3 1x1.0 10&t 130.0 t3OA 124A 130A t30A C4 a 4 ARCHO S TYPE C'AT EACH SIDE OF JAMB AND MULLION Myq, _ n T"do9laft Y 3e 114" ass 102.7 ISA eml 130.0 1304 103A 1304 730.0 D4 a 4 A14CHM TYPE V AT EACH SDE OF JAMB AND MULLION FLW Wo? '•. 1 42' It" 8&1 117.4 77.2 1180 1304 894 130A 130.0 I " ' No 40' 81.4 77.1 1027 67.8 101.4 130.0 77.0 116.8 1x60 AI t OTHER ANCHORS TO BE 9PACE0 AS PER ELEVATION. g 30' 78.1 117.1 150.0 102.7 13U 130.0 11&4 1304 1394 P drm*tg no. 30" 12° 65.1 97.6 1304 85.0 12x.4 1x60 06.7 130.0 I= W08--90 42' $5.8 83.7 Itis 1 3.4 t tat 130.0 04.8 12&9 1�o NOTE: 40.° 48.8 73.2 974 042 11&4 12&a 74.0 1114 1304 INTERPOLATION BETYIEEN MOTHS OR HF]OHTS ALLDWED. 0 8 2012 ,9n0et 9r T WOR MUTUON LOAD CAPACNT-W ANCHOR LOAD CAPACPfY - Y8R jw DOOR&E LANs'JD!'dp!!e'JDt'dA�'dB8'JAMH'LDS' TRANSOM SWAR47E N ANCHORS ANCHOR ANCHORS $1DR= FRAME MULL'MDI'M= MULL MULL'MD4 a ns6s6vo6aaa NOMINAL DIM$. TYPIC A' TYPE''B'dt'D' TY Cs lum REQ. S) ( ) ( Y/IOYII(1F) Hf]OHT A8 Aa H8J68 C$ sO� INCRBB W-1 W.t+I IMP.�»F� ilii (k) .(+� %!,:% n ^ ^Y 30 70.6 $0.o 90.0 9U •," 1` 30 90.0 am 9" ODA --- 78.8 Sao 90A 90.0 A 900 90.0emane lF 42 go 71.8 MO 90.0 90.0 3e 9oA 90 012 9010 90.0 9D.0 90.0 0 OR j / O t 9 \�Qe O 48 68.4 9010 ISA 018 • 88•• ODA OU 90.0 90.0 0 OR 6 \\ 6 $.{ SU 86.0 88A • • gg " 80 62.6 823 e2.3 Imo 8 • • •••• am 90A 60.0 90A 2 g / O i\ F n' •• • 60 81A 90A 90A Fy ftO ODA % 9g� oil F �7 38 7201 9010 80A 90.0 • • 6:96• 80.9 • �.0 mo• 90.0 ODA tN f Y` j o 102 68.8 90.0 "A Sao •: • • 36 l02 a" A 90.0 ODA 1 \ / �� 48 am set 96.2 SOA °Y e 54 _ • 46 • 719 •am*• mo 90.0 ee¢ \\ 1 % i 30 739 WA "A 90.0 •• • 84 68.2 no 90A 6 \ / e �q 90.0 30 • 09.8 96o 90.0 ODA n=vaa 1 7- 38 ID0 e9.8 80A a"sma WA cQl i a • • • • •38 • 42 8&0 B89 889 80.0 • • i� 0BA 9010 BOA 4B 829 82.7 82.7 90A 1 04.8 000 0 42 0 0 0• $12 s0A 80A • 48 88.8 90A• 88.3 90.0 SEE f 3J 30 70.8 90A 90A 90A ro •• • • 30 s72 9Qo 90.0 2 114 83.8 83.8 83.6 90A • • 38 Ito 83.9 ••6i i• e&3 BOA ,� ODA 79.8 7&8 90A •• • • 42 • •• 81A 80.7 90A 30 so" $99 899 9010 • 46 48.3 7 7&8 90A 4.9 SC9 30 • • 017.8 74.0 7&7 10.0 30 120 812 60.8 ams 90.0 *:004• 38 0 • 41.1 8M2 7aA 88.9 42 42.7 �.2 70.8 8012 48 8&1 78.8 78.8 88.1 a N u. 46 •••• 40.6 62.6 87A 80.1 i1 �1 6. 3" s 3" 3' 3" 3" 3" AS. SO,('3 AA JAMB'JOt' LAMB'JD$' Will 41W gNCHM T1'Pl SEE SHEET 8 FOR MYON A3 = 133 )ANCHORS TYPE'A'AT EACH SNAE OF DOOR uum DH m )ANlH M TYPE'B'AT EACH SNE OF DOOR MULUON C3 a 3 ROM TYPE'C'AT EACH WE OF DOOR MULLION D3 m 3 ANCHORS TYPE'0'AT EACH SIDE OF DOOR MULLION A4 m(4)ANCHORS TYPE'A AT EACH SNE OF DOOR MULUON ALL OTHER ANCHORS To BE SPACED AS PER EtMION. MULLION'01' M WON'MDAUULUON VW MULLION'04' a TRANSITION MULLION ANCHORS DOOR--WINDOWALL "a° , 0Damn64w�eaorb" TRANSITION MULLION *;tdlusewe O �,M cAJI.PE �A�P � EspGeH�flats /S .. d-IV no. t>:a<P Q 2012 W08-90 Wmet 7 of 12 Tym ANCHORS SEE a FOR JSY SEE Ern. TYPICAL ANCHORS SEE ELLY.FFOR SPACING MM y WOOD M 44 7 o c d° _ �• 1 a!DIA ULTRACOM BY'ELCD� INTO 20Y WOW DUCKS OR WOOD STRUCTURES d WM 1-3/8"MIN.PENETRATION INTO WOOD Sn I TM 18Y WOOD BUCKS INTO CONCRETE wit WITH 1-1/4"MN.EMBED INTO CONCRETE Q • • • ' DIRECRY INTO CONCRETE Ix p • • •• • • •• asg 1 a g WRH 1-1/4°MIN. EMBED INTO CONC. ,F} • • : O • ••• Iu I pt ANCHINR EnoE DSTANCES M •• •• INTO CONCRETE AND MASONRY a 2-1/2"MBR. Q �i •0 • • gK ' I WTO WOOD STRUCTURE- 1"M1A1. .. .. s • » ",�, t/a"DIA HILTI KanSR cma n gY'wLYt• Y• •• : • • • •••• INTO 2BY WOOD SUCKS OR WOOD STRUCTURES a �{ 4 WITH 1-1/2"MN. PENETRATION INTO WOOD • • • •• • ••• 7YP[p5L ANCk�RB 000 • • SPAISNO M IAL I THRU JOY WOOD BUCKS INTO CONCRETE • • •• • ! • • STS WITH 1-1/4"MW.EMBED INTO CONCRETE w •• • • JAD I DIRECTLY INTO CONCRETE B • WITH 1-1/4"ON. EMBED INTO CONC. b£Rd EDGE • • • •• INTO CONCRETE ANI MASONRY a 3"MIN. 001-0 • 0000 • t P LlRO WOOD STRUCTURE-T"MN. • • Oa • • r `� t A/11c DIA — ® WITH I';/2"MIN.PENNETWOOD BUCKS TRRATIIONN INTO WOOD WOOD THRU 113Y WOOD BUCKS INTO CONCRETE WRH 1-1/4"MN.EMBED INTO CONCRETE DIRECTLY IWO CONCRETE ym 1-1/,V MN.EMBED INTO mr— Awm MME DISTANCES INTO CONCRETE AND MASONRY 4 3"MN. �3 t LNTO WOOD STRUCTURE d 1"MDI. I RMo r�AL�an PIECE f-TYPE�D, MTERCHi OEASREAD E fi14 SIA OR ,F DRILLING! ST/ST IIE1VINTO METAL STRUCTURES ALUMINinri?'1 8"1NTwiFMIN.30 KSI � i 4 S (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 - join lip � ANCHOR EDGE DISYMM ' es mW 1 l_ METAL st!ucTURE` 1/2'MW_ _ _ — snMlegCada < Ant don Date 8 D3' It r,tAW. PRODuarm NSBD n MUM: Mtam a tWgIL 0M ascanWlYTase4lbutaFTotM¢ 'fit Fva PE•b9 BnTdTvgCD& ALL FRAME CORNERS, JOINTS. MULLION S AND OF Atxeptmtoa No I g " F GLAZING BEAD TO FRAME SEALED WITH SRICONE SFA1 ADD. Dale o DRUM Fousm " " v I NOpJaT BY 111ESI SUNSHINE ti b WOOD BUCKS AND METAL STRUCTURES NOT BY SUNSHINE WDW.TYPICAL �� dro eMg no. ONLY see aft FOR a MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND W08-90 TRANSFER THEM TO THE SURDINQ STRUCTURE. 082012 attest 8 oT 12 • elAx.sHaf!"c«r 1 4'FOR ANCHOR A A4UL SMM SPACE i/2`ANCHORS'S'&b' HAtt.SHlhd SPACE g$� OR=REIDS�. 1 4 FOR ANCHOR'A 1/4' FOR AHCROR WOOD 8UC1tS O toy j SEE SHEEf3 3&4 1/2"ANpiDRs'8'It'C' •, .,. �/FOR CAPAMTY .4 •'dAfIS ANCHORS ¢ S 3 'FOR SPElEYR110NS a .a• T3 METAL • -. STRIA:7lH2ES e h • • • •. /x� • 0 • 9 000 •009000 0 4 e 0 • •00 a •. ••• ep e • 000 'd 00 • •0•000 •:00 '.'v'.,,�•a.:�le..• *00000 ,Obl.OAO. •�'•n':`>se - , MANCHORS EXTERIOR oPttNt • •• FRAME WR q�Dt S FOR SPACM • ' •• ••.. 0.000 . A 0000 DO NOT REMM ItEUIFORmNOSEE N LL FOR SPACM WORCHORM JAMBS SMW REOM EE O FaRCDtO _ GAP 1/4"DIA.DOLTS WM NUTS $ f ALUM Raw. AT S"FROM ENDS ALUM REINF STEL REMF t 4 MiN. 1 d� Po CAPAtliY3&4 AND f8-1/8'ma MAX. O FOR CAPAMFY&4 t3 O�Sam 3&4 ,y 1 � .'Oe• 111 L p a a 9aidlag Cade ptraHauflete /8 a•as : n;� if b� 6 Off. oOAUCT oft D L OP0. b.L OFYi D.L OPG A! �{�(� .•i. FIAQ -42• Duitd t?wlo ygr� MOMan.WNDM t flspdrattmtT>•o '✓ i R�LUSI�RAT ONLY BY . drowtng no. �, fl 8 2412 W08--90 11 ttt�a of� °moi RE> AFtI _____ Z tjl--] VZ 1 a, ANCHORS TYPE a' t ANORORS TYPE ca 1 OR 0 SEE SH6W"E1S 7&8 �SREEIS 7&8 ' —_-------___' SEE SEPARATE NOA FOR DESM LOAD �� ^�-'_--------� PER cAPM�Iv , CAPACITY OF DOORS AND DOOR ANCHORS. r. �SI�ETS�S�&7 ^' i SEE SHEETS 8&7 -------------- � .- ©FOR CAPACITY �i = IF 1 i LOWER VALUES FROM DOORS NOA i -------------- OR STOREFRONT SYSTEM CAPACITY CHARTS -wlw cwNry APPROVED alum-oma 'cOLM APPROVED i WILL APPLY TO ENTIRE SYSTEM. _ LARGE LOSK.E RIPACT RES6MNT DON LARGE IOSSIa SOPACT RESISTANT DOOR �t W �S ------------ LL _J -- ---- ______ pM �- to Ali Plaaaaanaad F��i-JI j �� u i�.�al. ...._� 1 t� ! ��'1'll. -- l •• 555 L - ----^ L 4 ----------- ---------- DL _ _ »_`id^> _i --_� •Y��CI�tENEt46D •• __-_- --__.., D.L oPO. LEAF YWTH ' D.L OPO. + 1 LEAF�dtIDTH ' �a • • •:• �_, . 4sceprneeNe 1 it Pete � • • STEEL.FEW, ' STEEL RESR'. D! • • ©SEE SHEETS 8&7 --••..•.-•• ®MRIIHEEISC 1&7 /,'' i • • q ••• FOR CAPACITY , t � $$ 13 13 ' ; ••••• Oi813•• •• i ;'"...-------""'1 T r + •�l�L�tugwOht§IrT?pai8• ••• 1 ------------- IO�O-D/�COUNiY APPROVED + C % • SIPAC[RtaTarANr WOR, LARGE tASIOI.E WALT RESWANT WOR, • • t -----:�� r--------------a -�;--;;; r--------------i .:. -------------- --------------i •o' • • It 1 + +tI ananaaaad _ r »� i ip+aanaa�lasd RA.PE�7um _-_- 'l. 3Y3n OAA - ==!d sJ---- ----- � drawing rto. O.L om ( LEAF moron+ ' L oPa 14 ( LEAF taroTtt ' MLR 0 6 2012 W08-90 ._. �_. afloat of 2 • 1Ta16 H0.PAST 1 WAM QBAHTTFF ONSCRIPTION masa" S1ANF. w %y 1 4.988 1.790 1.780 1 ESIM AS RE00. MUDW FRAME WD/SILL 6006-Ta - .te6 to EBBW? AS MM OPEN FRAME NEAO/SU 8083-TB = 2 ESM AS REM. 1XIM MY9 HORFLONCAL 8963-To i 3 ESBWI AS RECD. FRAME JAMB/MMMM 8008-78 1.750..7 34 - AS la'07D am MULUM 6906-TS = 2.759 4 A6 READ. WISS SW 6083-Ts - !Q .125 6 mm A9 REM. "LION SNAP-1N MATE 8008-T8 RR 128 a E96003 AS REDO. SM CUP 6908-75 - ,TV 4J 00 7 - AS READ. BOOM UMV OASNMt vamL SMO 3.740 8.000 3.780 a 10 M AS REQ. SIMCERIMUDO si STOP' vem 3 bA - AS.REDO B mart twAi" SMICOM - (� m as RtbD. S£tM 61OaC AT t/s•t�avTa NEOPRENE 3/1e•x 1/z^x 2'Lam a O MLLOW FRAME HEAD154.E 11 012 x 1-1/2.4/Wm1ER A .Y SOREWS PHSM6 STEEL 18 A8 REQD. mum S1IFFENER BWB-S8 NO, a• 13 AS RM MUtIfON REBfFORCRm CHANNEL STEEL J�qj $.780 14 AS REOD. MULU t R9NFORCRIO BAR S1Efi1. - it 2W 2.780 1.750 2.71 L O FRAME Jane/MULua4 ® t>oM MULuwv o7a t a7z 7YP. .678 Ld 3.ia84 283 11 N Ogg OPEN OAOK FRAME HrAD/SILL Ta A a' IYP. 3.7J8 4.434 !+ • MT .124 • • •• n ••• • • • x s •••••• •• • ••• x749 ' ie7s •••i•• • S t2D••••• ••• • •• MtRJJON WW-44 MATE Q STFFF74R R • a74 I.OW 1tODUCi'NBNSt't�0 • Aas �asompyRlg Wft"s wmft. •• • 00 11 ••• 5.984 .878 !owing CO& • Ampt ils • E tAn Da • ® iNTERME0IA7E HORiZON7AL , �•� ••• 1.788 Js$ •• • •• a •�� • 082 3.738 A94 5229 4 4A00 •• !. Faprt - i cm 1.117 vats3 $ a drowhV no. /� 15 STEEL REINFOR8R4ti 14 W08-90 ® OVSS STOP l/ SHEAR CtJP 30 KSI ON. MR 0 0 2012 9hoe1 t t�t 2 o t t � t t t f1 j Il Y{ BEltlf TO IAATCdi JOWi SEtA1Rkro wlf,t#8 SMS (3)mSm OF JOW! / L� AliAd I x 11ir CL Cq x SM 70 MAM J0IN7 sect,Reu wmi#8 sMs (3)PER SOE OF JOWP $ (� • ORCULAR OR ANGLED CORNERS • • • 4 000 • • • ••• • • 612%1' CT RWIW% i •• •• •• • $ ••• �P,,tt % • � • • • REN004 c •• • • as ••• 4tOD8 •• • •• • 9etams� _ ac.W"uono�ero IB ` am{.. PROMXrRMSW f'AeaR �Sss BUBdCos(.oe uwftws g� , 13 dro•ing no. jt�gT QR SQUARE CORNERS D= MW08--94 MAR 4 0 202 l�L t,ON,,CQ(2NER sheet 1 of 1 c , MIAMI•UAD MIAMI DADECOUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORYAND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidRde.aovieeonomv Sunshine Windows Manufacturing,Inc. 1745 W.331 Place Hialeah,FL 33012 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 112009"Aluminum Sliding Glass Door-L.M.I. APPROVAL DOCUMENT: Drawing No. SGD09, titled "Series 2009 Aluminum Sliding Glass Door Impact Resistant Glass", sheets 1 through 14 of 14, dated 12117109, with revision 42 dated 10/21/14, prepared by manufacturer,signed and sealed by Francisco Hernandez,F.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 otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the .words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION10"A"C6600 & Om SntmI40A shall be provided to the user by the manufacturer or its distributors anhtall4 v'l+li f$r�;peption at the job site at the request of the Building Official. This NOA rev'lSes AflQ rftewS NOA No. 12-0314.13 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submittgd&tpnent##iVn.wgs re peroty Manuel Perez,P.E. "' • • • NOA No.14-1112.09 C110A Expiration Date: October 06,2020 ApprovaI Date: October 15,2015 Page 1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0105.02) 2. Drawing No. SGD09, titled "Series 2009 Aluminum Sliding Glass Door Impact Resistant Glass", sheets 1 through 14 of 14, dated 12/17/09, with revision #2 dated 10/21/14,prepared by manufacturer,signed and sealed by Francisco Hernandez,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,Type"C"sliding door,Grade 10,Level LV 1 per ASTM F 842 and per FBC 24113.2.1,TAS 202-94 7) Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 987 8) Standard Test Method`B"for Operation Force per ASTM E 2068- 08 and per AAMA/WDMA/CSA 101/I.S.2/A440-11 along with marked up drawings and installation diagram of an aluminwn sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5856, dated 11/04/09,signed and sealed by Julio E.Gonzalez,P.E. (Submitted under NOA No. 10-0105.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tb Edition (2014), dated 10/21/14,prepared, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,.Inc. for their "SentryGlas®Interlayer",expiring on 01/14/17. 0000 . . . . 00 •. . .. .. . . . . ... . • . • . • . . • 0. 0:0 0*0 000 000 000 Manuel rwr-k P.E. 0•: : • 0• : :+ • 0• : Product Control P1 Ex miner 0• • :00 0 ••• • NOA No. 1112.09 Expiration Date: October 06,2020 0:0 . 0 0 0 000 0, Approval Date: October 15,2015 ' • • • • • ,• •* • E--1 Sunshine Windows Manufacturins,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 2. Pecora Corp. Part No. Pecora 895 EPDM exterior glazing gasket complying with ASTM C 794-30 pli, ASTM D412-Tension of 550 PSI, ASTM D 624-40 lbs./ in., ASTM D 2240-Hardness Shore A 27 Durometer, ASTM C 510-None, ASTM D 471-70 HRS 257°F and ASTM D 3835-3.0 HRS 180°F, ASTM C 719--&50%, ASTM D 3960-12 g/L,ASTM C 679-3hrs.7 to 14 days,ASTM C 639-Nil. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and of no financial interest, dated 10/25/15, issued, signed and sealed by Francisco Hernandez, P.E. 2. Laboratory compliance letter for the Test Report No. FTL-5856, dated 11/10/09, signed and sealed Julio E. Gonzalez,P.E. (Submitted under NOA No. 10-0105.02) G. OTHERS 1. Notice of Acceptance No. 12-0314.13, issued to Sunshine Windows Manufacturing, Inc. for their Series "2009" Aluminum Sliding Glass Door — L.M.I., approved on 05/24/12 and expiring on 10/06/15. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. ManueI r P.E. . . . . . . . . . . . ' Product Control PI n Ex er .. . . . . . . . . . NOANo. 112.09 Expiration Date: October 06,2020 4-2 Approval Date: October 15,2015 . .. .. . . . .. .. ... . . . ... . . 18"MNI SEE CLUSTERS DEIAU - MAX ON SHEET 10 OF 14 F DESIGN PRESSURES CHART 0"MAX 14'MAUL DESIGN PRESSURFS VWH DESIGN PRFSSURES WITH '� •- :..: 41 3/8" 3 314"SILL HEIGHT 5"SILL HEIGHT $U1L4i11I6 Wmdm MAX&LO VOOTH PANEL NUMBER ,�,1,,,,, A H C D H DIMENSION OF ATTACHbfWT ATTACHMENT ATfACHRIENT ATTACRTAENT' �" "y, 9 IN INCHES ANCHORS T7)CONCRETE TO WOOD '1'O D IWAL TO WOOD .1 14,00�2 AND METAL G a CLUSTER ATRACK ANDbWAL (P$p� (PSI (-p (PSF) FmcC )828-8118 QI �/i/ '�/ / •i/ %/i/ HEIGHT WIDTH Err.(+) INT.(-) EXT.(+) W.(-) EXT.cfl INT.ca NET.c+) 'INT.(-) oa 24 9333 120.71 9337 116.47 110 120J1 itOAD 11847 30 93.33 101.02 9333 97.48 101.02 101M 97.48 97.48 Q X X 0 36 4 88.28 1� • 83.18 85.18 8828 88.26 8518 85.18 = 48 7328 7329 70.71 70.71 73.28 73.28 .70.71 70.71 a 24 93.33 1� 9333 12SAD 110.W 125.00 110.00 125.00 80 3p 9333 12500 9333 i2&OO 110.00 12540 11000 12500 (Ij 8"MAx 18`tWI G 36 6 9333 12&00 9333 125.00 110AD 125.00 110.00 125M y MAX DOOR 100TH-192' 48 9333 10&93 WM 108.07 109.93 109.93 105W 108.07 Fo Z H 000 9 PANELS-2 TR�ts) � 36 93.33 12&oD 93.3312&00 110.00 12SAD 110.00 125.00 . PANEL WIDTH TYPICAL ELEVATION 96 8 I 125.00 9= 12&00 110.99 12&00 110.00 12&OD GENERAL NOTES: 24 93.33 97.71 93.33. 9429 9731 97.71 94.29 94.29 �•� 30 ¢ 81.07 81.07 7822 7822 81.07 81.07 • 78,22 •• E-�• ••• 1.- 7Fo8 PROD=MEETS THE FAMMEYENIS OF FDO 5TH EDITION(2014). 38 70.15 70.15 67.E 87.E 70.15 70.15 87 9 67.89 • � oo�.. •• 2.- SHUTTERS ARE NOT REQUIRED. 48 57.00 57.00 55.00 5500 5790 57.00 •s610i• 5500 •• • •• 3.- REFERENCE TEST REPORT FR-8858 WIED ON NOV.4TH.2OW. 24 '93.33 1 9333 f2&� 110.E 125.00 •JO% • 1 • • 101.54 105M 1 SHALL DE PROP THE SCOPE OF THIS PRODUCT APPROVAL 4.- FOR ANCHOR TYPE AND SPACING REFER TC 7ypICAL ELMMONS AND SECTIONS ON SHIFT 2 THRU 10&12 7HRU 14. • •8 93.33 f2f.80 93.33 11733 110.00 121.E f 117.33 • GLE NOT INCLUDED IN AL PROPERLY AIDED AND SEALED 38 9333 10673 9333 10.8.23I • 0154 101.54 • •• S.- WOOD BU � • • TO SUSI'aH4 AND TRANSFER,ZXLOADS IMPOSED BY 1HE GLAZING SYSTEM 70 THE STRUCTURE AND SWILL SE APPROVED 8550 85.bD 82.50 82.50 85,50 6550 gj • ••• • • • BY THE Sum=OFFICIAL TO DOOR INSTN1ATtOIL 48 • • &- WCOO HOST STRICTURE SHALL BE SOUTHERN YELLOW PWG=0.60 OF GN&'ATER QTY. 30 93.33 128.00 '9333 126.00 110DO 125.00 1 126.00 • • • • • 7.- CONCRETE/MASONRY STRUCTURE FOR UNI'ATTACHMENT SHALL COMPLY WITH TRE FOLLOWNG REc Rs N38 8 9333 12&W9333 126.00 110.00 125.110 (1080• 126.00 • • •• -CONCRETE STRENGTH Fc 28=3000 PSI MIN. 48 8333 114.E 9333 110.0 110.M 114.00 9tODO 110.00 • • 1.6 CMU AS PER ASTM CM CMU M UST BE 8-INCH THICK NORMAL WEIGHT BLOCKS WITH A NmJDAUMI COMPRESSIVE WIND LOAD A.S.D.FACTOR NOTE: • • 61 0 � • t• SRRENGM OF 19 RSL • - OMMMED RIOM ASCE CAI.CRR�SEtl BMW CMU Fe=2DOO PSI MIL LIRE OFSitdi PRS AS MWON THIS CHART AM I-ALLOWABLE STRMSS DESIGN.WIND U]ADS • 8.- ALUmam HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUOT APPROVAL THE 7HICKNESS OF THE BETME,t US MW MW M AND THE T iff OF THE UNITE.72012 ARE PERMITTED O YIIL7IPUED BYb.•PNCC APoSON • •: ALM"HOST STRUCTURE SHAT.18)7 BE LESS UM 1/8".ALU6IDIUM SHAL BE 8083-T6 AND MALL BE APPROVED 8Y BMW OFFICIAL PRIOR TO DOOR OWMLATION. • 8.- ALUW"IN CONTACT WM DI891NLLAR MATERIALS SHALL BE PROTECTED(BY OTHERS)AS SPECIFIED IN FSC 5TH EDITION(2014). N a 10.- STEEL HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL NETT BE LESS THAN 1/8" t TIEC24 STEEL OWL IE Fy d 36 Int MR STEEL STRUCTI.W MULL BE APPROVED W BUILDING OFFICIAL PRIOR 10 DOOR Offa LI/TION. 11.- COLONIAL MUNDNS CAN BE APPLIED. Z N 12.- USE NON-SHRINK,NON-METALLIC HYDRAULIC CEMENT GROUT PER ASTM 01107/C1107M STANDARD SPECIFICATION FOR PRODUC %VhLhO (aO SGD09 IS� W4MNLi DNo. PAGCAM DRY. � q 13.- GLASS:7/18 NOMR4A.tA1T9JATE0 GLASS COAD�•(2)3/18'HEAT STRENGTHENED GLASS 1801 0.09"I D�LNaco�"`� r' StO1fRYGIAS INTERIAY9iG FILM A011 '� GATE 12-17-08 14.- GLASS SHALL PENETRATE ow4"NTO THE ALUMINUM FRAME POCKET AND WILL DE SECURED WITH DOW 899 SILICONE 4(/ dl^Z`{." :1 2•=1• SEALANT ON THE KID=AND WNW.BW 300 ON THE EXTERIOR. ANDEZ 15: DOORS REWRDLING FULL USER PASSAGE SHALL COMPLY WOTi EGRESS REWDREMENTS OF F8C!flH EDRION(2014). FCO HFR 51393 SHEET 1 OF 14 FLORIDA,10RIDPE # 51393 RITERLOCK/ASMVAL.CI.USTERHEAD WfERI.OdC/A4fRAtU11.CLUSTER MtERLOCIC ASfND SI CLUSTER ®i1FAD AND SRL. °y1zYz:: N�'AO is•MAX SEE DETAIL ON SHEET 10 OF 14 :"•,^ 18•Max SEE DETAIL ON SHEEP f0 14 16'MAXMA% SEE DETAIL ON SHtkT 10 OF 14 ; 1P MAX g r Max g 6•rVA11 g :.. ___ V MAX 6.MAX s•Max leMAX14•Max 14.MAX ....•••-ten. a m $wl�Line Yfmdo�s A B C A E A B Ci C B Cl 1twing,I �:. 174646 VtW..331a wocs g /• // // /% }i 4 $ S'� �i Fmc(305 18-6118 go R R 0 0 X 42! 42• G ax G MAX G WrotH WIDTH A T� Max. Max DOOR MOTH>192• 7 WIDTH Or Max.DOOR WIDTH ss• W(O(a PANELS-2 MOM) OX/20(2PANELS-2 1RAdt4) XX(VANE`-?TRACKS) Q � INTERMEDIATE ANCHOR Dla FORMULA FOR rnow 6RERMEpNTE ANCHOR DLO.FORMULA PDR xx F•� O D.LO.HtBNiT-FRAME HF76dtT-7.878• DL0.D{ffi9HC a FRAME HEtt91f-7.376• LNLLaie�TATE ANistott D.L.O.tLF7oLLR=LRNdE tLF]GHT-7.378• O DLO.WWM++(FRAME WIDTH-267/4 OF 14 TO FltRiRE TOTILL DJA.WIDTH�+(FRAME WIDTH-13)/2 OF 14 TO HMM TOTAL C.L.O.WIDTH.(FRUM WIDTH-13')/2OF 14 70 FIGURE N U' NUMBER OF ANOI �PER NUMBER OF ANCHORS PER NUMBER PER CONFMUPJJ= CONFlBURATm 1.y LHLERLOCK/A9TRA(AL.CLUSILR ERIOCK HEAD L •• ••• fit• :• ^,[ O TIONEAD ALO)SDR. 1V MAX SEE DEAD.ON •1Q�4 • T �V 18•M111f �Dom'`^`SHEET o�u 1s•MAX ��TAri ON SHEET io of 14 • • • • 5•uAx F s,MAX� ••• • •• • •• D•Max F • 6•Max •5•MAX • • • tr wUc • •• 14•MAX 14•MAX • •Ita' • •• • • 1 C A E D 2 1 1 D B C! • •• • •� 00 7 / %/ci � i%/ i/ i/may!• • • :• 0 X 0 X 10 0 0 t0 Xe• •� • • 4., G ax G az• G •• • • € • • • •• MAXj, DOOR WIDTH 144' MAx.DOOR WIDTH 144• MAx.DOOR WmTt1 144• •• OXO(3 PANELS-2 TRACKS) x00(3 PANELS-i TRACKS) OOx(3 PANELS-2 TRACK%)SITERMEDz 2 KIE MEOPTE ADK2IOR• 'BOERMEDM ANCHOR DLO.FORMULA MR COX N d• OA-O.LAipdiOA FOR XOO VLI D.L.O.HEMA'-FRAME HWHT 7.378'D.I.M FORMULA FOR OXD DLQ HEIOHT.FRAME HEWIF-7.375• DAA.FiQ6Hf=FRAME HOW-7.375• L OF to W FlLRIRE TOTAL DLO.WIDTH=(FRAME tRt11H-20.825')/3 14 TO FXxX1E TOTAL. D.LO.WIDTH-(FRAME WIDTH-2D.828•)/3 FNUMBOF ERO Via' O.LO.WIDTH-(FWMME WIDTH-2a825)/3 q N NUMBER OF ANCHORS PER CONFOAMON N R0DUCrPRVIS7D) DRmm Na compl�wR6WoAtmtEa APPROVED CONFIGURATIONS scoa9 ,. ZoDATE t2-17—OB a-Z�f-�� FRANC=HERNANDEZ FLORIDA PE 1 51393 a f <J:•3a $UB9f6RC�Qt�O>g8 • MMUfUCIU(UHJ,ItIC. 045 W.Sara Pk" HWa k VWddo 33812 ata(J0684-9862 � Fina(306)828-6118 i INTMOR 3Q ie 8 g A s ss 5 B 11 11 34 z9 10 cl, s ® Ra 9 8 • • AT BOTTOM AND TOP RAR. 9 • • • 7 7 IS •• •• • •• •• 2B MAX FRAME WID7H n 192' • •• EXTERIOR •..• • •• • • 0 A B C � ..•. •E •. • ..0 . . . W OXXO(4 PANELS -2 TRACKS) . • azo N .F 1 HORIZONTAL SECTIONS ntoD= Rsvtsw L No. aaaapl ..i 1LoFimtda 09 is FOR INSTALLATION DETAILS SEE SHEETS U THRID 14 FRANCISCO HERNANDEZgt�3 OF 14 FLORIDA PE# 51393 me .s•:riss SURSI@B@�IIIdOhT$ . �9IIIIf9C(UfpIQ,�9C. 1748 W.331d Pkm Foteah �9384-OM Fmc(308)828-8118 INTERIOR B CA . gg d C7 29 8 >U►3 Fa g8 ® g 9 • • g6 8 AT BOTTOM AND TOP W& 000000•• • • • • • • • • 1 7 MAX. FRAME VMXH®98• •00:0• • •• • •• • • • EXTERIOR •••• • • . . o C1 .. .•. . ... . .. a B • . •• . • 00 0 OX OR XO(2 PANEIS -2 TRACKS) •• • z z N V HORIZONTAL SECTIONS d 2•- N RODLCf RBVL4@D DRAWING No. o nVlftw dwFlodit - SGDO9 •O DATE:12-2-09 FOR INSTALLATION DEAAAH S SEE SHEETS 12 n U 14 a►-Z�-( FRANCISCO HERNANDEz FLORIDA PE# 51393 sNEeT 4 OF,4 �5u $UgSI1N0 WSIdm MMUIactW4,I= 1745 W.33rd PkM HMO*noM 33012 Ph rte' 4•-sm Fmc(309)82"116 INTERIOR e a D 1.8 a W � 5 � 13 1 C) ® . . •..:.• 01•so :. 19 • EXTERIOR .... .. es O ...... B1 C1 ' XX (2 PANELS - 2 TRACKS) • h z N th 1 1 HORIZONTAL SECTIONS 1072 tMWSBD DRAWING No. `°°'=wit61ho SGD09 2�f—t DaM,z—n—Oe FOR INSTALLATION DETAILS SEE SHEETS 12 THRU 14 :t r-1* Ihodna FRANCISCO HERNANDEL FLORIDA PE 0 51393 SH 5 OF 14 S>>nsh�te 1�ndoWs s 17+914.33rd PUM WawX F%rW 33012 Pt(305W4-MW Fmc(308)828-8118 I INTERIOR 34 g A se 29 � C7 10 Lgi o •• •c AT BOTTOM AND TOP RAILS • • • S ig S • • •• •• MAX.FRAME WIDTH -w • *00 • • • • • •• EXTERIOR •••• • •• • .. . OXO(3 PANELS - 2 TRACKS) •• N a HORIZONTAL SECTIONS a Z•- N , ot(de DRAWING No. SOD09 DATE112-17-oe FOR INSTALLATION DETAn S SEE SHEETS 12 TIIRU 14 FSML. T�ANCI�O HERNANDQ FLORIDA PE# 51393 SHEET 6 OF 14 i Big - - S%mns*a Windows fNwlufachsinq,hc. 1748 WL n4 Pkm SO"rabo 333M2 mu(s�b11B 3 AT BOTTOM AN¢70P RAIL 8 1 B 3 B INTRRIOR 0 � 18 D 38 C) 3B 3 4 E- 13 S 8 11 rq� 3 9 AT BOTTOM AND TOP RAN 7 13 7 3 ••• • •• S• ••• Max.FRAME WOTN® 144• ••• i • . • LIP E%TERIOR •••• •• s •• • 0 0 • . C3 D B2 E1 ..•..• .. • • • • r . • •• XOO(3 PANELS - 2 TRACKS) •• N a HORIZONTAL SECTIONS a Z L 1:3N ;VIA v� DRA4ti7NO No. � _ �0 SGDO9 WE 12-n-os FOR MSTAU ATION DETAILS SEE SHEETS n THRU 14 c srruE 1 2'=1' FRANCISCO HERNANDEZ FLORIDA PE 1 51393 SKEET 7 OF 14 I - Sws&e Windm idmlufac�Ig,fnc. 1746 W.33rd P� 6� 3=2 20 F=(=0828-8118 r 6 AT BOTTOM AND TOP RA0 31 8 ANTERIOR 9 e 1 O CIO I ® V1 38 18 � us 3s � t7 2S a 32 U7` S P4 li 13 • • vj • • d • 7 13 i 7 ••.• •• .i • i• AT BOTTOM AND TOP RAIL 3 • MAX.FRAME WUM 144• •••• • • i •i EXTERIOR •.••.• • • • •• Al D 1 �B C 1 ••'••' •. .. • 0 :. .. . � 00 0 • OOR(3 PANUS -2 TRACES) . �• Qzz N a i HORIZONTAL SECTIONS a DUCTR%Vft am DRAWING N0. ` *Ta� SGD09 No • ol.-2c{_� DATE:12-t>--o9 FOR INsnu Ann DETAILS SEE 3mm i2 nmu 14 low FRANCISCO HERNANDEZ SHEET B OF to FLORIDA PE # 81393 a DILL of MATWma ITX31 PART 0 QTT- DISCRurnoll NBTRB 1 SSW-001 1 FRAME HEAD 6063-T6 ALUM :rte :�''•:� 2 SSW-002 1 FRAME.SILL 6063-T6 ALUM " . 1 . 3 SSW-003 2 FRAME JAMB 6083-TB ALUMHIM 4 SSW-004 8 PANEL TOP&BOTTOM RAR 6005-T6 ALUM kdodu5 SSW-005 2 PANEL.LOCK/FD"STILE 6005-T6 ALUM W.33rd kw 1746 W.33rd t+t�e 4 6 SSW-006 2 INTERLOCK STILE -INTERIOR 6005-78 ALUM HkbA FWW 33M2 O 7 SSW-D07 2 INTERLOCK STILE- EXTERIOR 6005-T8 ALUM Foopo5p28-8116 ' 8 SSW-006 1 ASTRAGAL STILE 6006-78 ALUM 9 SSW-00g 1 ASTRAGAL LOCK ADAPTER 6005-T6 ALUM 10 SSkI-010 1 ASTRAGAL INTERNAL REINR TUBE 6005-T6 ALUM P4 e 11 1 SSW-011 1 FIXED PANEL JAMS CLIP 6063-T6 ALUM 12 SSW-012 2 FXD. PANEL BOTTOM RAR GUIDE RINID VINYL 13 SSW-013 AS REQUIRED GLAZING BEAD- 7/16" 6083-TB ALUM c �j 14 SSW-014 NOT USED 18 x 18 SSW-015 NOT USED (7 w � 16 SSW-016 1 ALL RISER 6063-TS ALUM C,*V► 17 08160801 1 MORTISE LACK DELTA •� �• ISO** EXTERIOR EXTERIOR 18 3411 1 MORTISE LOCK KEEPER DELTA SYSTEMS p • 4 19 3182 1 LOCK E)RERIOR HANDLE/PULL DELTA INDUSTRIAL SISTEMII • � � • i• J. 13 20 3182 1 LOCK INTERIOR HANDLE/PULL DELTA SYSTEMS !� 2 21 2003 4 TANDEM ROLLER (STAINLESS STEEL) DELTA SYSTEMS •�• 23 AS FTEQUIRED INTERLOCK WEATHERSTRIP .229 X•�iIN SEAL V,w' • 22 AS REQUIRED SILICONE DOW CORNING 899 6" •• �• • O Y4 AS REQUIRtD TOP/BOT.RAR WFATRSTRIP HS -229 4 SEAL • • •• J 1 3 4" 25 AS REQUIRED FRAME JAMB WEATHERSTRIP 2� SEAL • • • 12 28 AS REQUIRED ASTRAGAL PILE PAD 562'x 1.600"x 1-000" •• • :• 27 S.M.S. 12 FRAME ASSEMBLY SCREWS #8 41 • • 28 S.M.S. 8/PANEL PMEL ASSEMBLY SCREWS #10 1'P.H.%M LIPS• •04 • 29 S.M.S. AS IEaUIRED M. PANEL CLIP SCREWS #10 x 1/2"V.H. PHIWPII • 2 2 2 3p SM-IL AS REQUIRED ASTRAGAL ADAPTER SCREWS #10 X i i P.H. PHILLIPS • • 31 ANGLE AS ReMmtED FXD. PANEL RETAINING ANGLE(ALUM) 2 1/2"X 2 1/2'x 1/Tr • .n 1 5 8"WEEP NOTCH 1 "X 1/4 WEEP HOLEEACH 32 S.MS AS REalAREO FXD.PANEL RETAINING ANGLE SCREW 010 X 1/2"P.H. PH{LLPS SCREEN TR�Id'df�(1`!Pmo PANEL TRS� 33 s.ws. AS REQUIRED FXD. PANEL RETAmNO ANGLE sCREW 010 x i"P.H. PHILLPS tl PANEL.GME(TYPICAL) 34 JAS REQUIRED DOUBLE FACE FOAM GLAZING TAPE 1/4"X 1/8" 35AS REQUIRED VINYL BULB 3008 .MELTPOIM' V S" SELL 3 3/41' SILL 36 AS REQUIRED VINYL.BULB 3025 MELTPOINT $ a N v BILL OF MATERIALS AND PARTS DETAILS � a '• N UCTRBVLSBD DRAWING No. Is dol* do VERTICAL SECTIONS ° the - SGDO9 T-r.H-1 DATE:,Lz-17-08 FOR INSTALLATION DETAILS SEE SHEETS 12 nMU 14 lyo con SCALE:1/2"=l* FRANCISCO HERNMlDEZ SHEET g OF 14 FLORIDA PE # 51393 w nY.w s F IIII e B 7 s ,fir 3• t}M1Y:Y... I III I Sunshine�Nil08e II 2 10 BY 1•PH.SMS 1745 W.3W Pkm Ph:CM)384-9M Il` I I 3>:8 BY 1•I%SMS J, 3$8 BY 1•PH.SMS Fmc 118 EXTERIOR — INTERIOR C I II I oO �� PANEL CORNERS CENTER LINE. CONSTRUCTION DETAIL FRAME UPPER CORNER FRAME BOTTOM CORNER .' •�D (� R CONSTRUCTION DETAIL CONSTRUCTION DETAIL00 a • • • ' F'• • •• .. v� • I ...... �. .24 . :• 1 3/4• 1 3/4• O.W SE14TMAS PLUS KrERBAYER •..... .� 2 DOUBLE ROWS CLUSTER OF 4)OF 8/18'UVIIACON N CONCRETE AND WOOD BY KURARAY AMERICA,NC. 00000 ••• • .. -�• .. OR 1/4'KWM FLEX OR DRn.-FI£X OR 8 • • • • _- � SELF DRUM SCREWS N METAL 3/1V H.S.OIASS. 3/18"HS.AAWO • .. � • • � VINYL • • • • • 9 CLASH TAPE • .. • .. 8 • 9 ...... • T •DOW Comm 8996 .. EXTERIOR •• • CLUST�DHTAu,(4 ANCHORS) : .•. ' .; USE FOR MEAD AND SILL AT AS{RfWiOAt.AND/OR iHERLOCK. �m� m •• • •• • CRITTER LINE • R 3 DOUBLE ROWS(CLUSTER OF S OF R r 8/18'ULTRACON N CONCRETE AND WOOD EXTERIOR INTERIOR I OR 1/$KWIK FLEX OR DRI.-FLEX OR e a 3 1/2 3 1/2• SELF DRILLING SCREWS IN METAL 3 1/2.3 2.3 1/2• 4 DOUBLE ROWS(CLUSTER OF 8)OF 8 5/18'ULTRACON N CONCMRMW AND WOOD N d' OR 1 DRI1itT6 SCREWS NAL KWX FLEX OR DRIL-FLEX R e R ---- - ---- - - -- -- SELF- a � Qpp GLAZING DETAIL � b SEI q 6e PR.OMICrItHVISM 6 0 a+mpl mo DRAW"Na sGDO9 ., � DYo L4t-( DATE 12-,7-08 CLUSTER DETAIL(6 ANCHORS) CLUSTER DETAIL(8 ANCHORS) USE FOR HEAD AND SILL AT ASTRAGAL.AND/OR DRERLOM USE FOR HEAD AND SILL AT ASTRAGAL AND/OR WERLO FRASCALE:f Y=t• . CPE 111 9 FLORIDA3 SHEET 10 OF 14 5842 r. 1.128 •3� 088- 1.180 may: t 0.728 079 1 .093 .093 1 4 1. 1. 73 0.187 1508 "<.;=a•L-» r•8 1 141 1,101 118 1,518 123 0.486 S19lS�8IIC}m( g 391 3e4 1. B r 2 49 2 0.124 51 ,078 0.438 ,745 W&W P[me -2.0 2.07 .287 2 aOM OO .082 ,•, roa( 5)&'18-5118 .200 `-,.00 P4 1.125- 2.500 .090 365 0 1� 1. '°7 3.50 , 1.08 t. 2 -1.112 2.193 '--1 1 379-37 i5.87 .078 • • • Q • . �-937 1332 I 2 8 2.1"042.223 2. f! tui••• •• • • • •• O O • • 0000 •(/) • 937 0.100 •••• • •• Q'� •i 117 • • • ��LLL P� l 0000.798 2 2.005 '1� .784 •zoa •• •• • •. � • •• 2.2)9 1. 4 1. 10 p • © ® 0000•• • "OL L-jo KE •� • r977r�. 2.074 • • • • •.128• • •• •882 •• • • • � • ® ® �°° � 1-.629 • o .8 1.3� 1 1.5 220 082 .486 3. o 112 U v 1.39, .076 A.22i1125 1 2 X 1.307 N a I 1 iy 3. 84 11 18 400 U00 .062 d .078 3. .8741y N 39 .186 DUCFImViSID DRAWING NoS"M . �a �„ SGD09 1.42 0 192 �...•Z�-1 S"" DATE 12-17-os �aF:, r=1• ® O gam aPwduat tro FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEE7'11 OF 14 I ..r 4" 1/8" MIN. 2 1/4" 1 3/4" MIN. 2 1/ _ t"X WOOD BUCK BY OTHERS MUST BE WOODEN STRUCTURE BY OTHERS MUST EDGE DISTAPICE PROPERLY SEALED AND ANCHORED TO E*DISTANCE. BE PROPERTY A1TAtXiED TO 1WINSFER -^�^ TRANSFER LOADS TO THE STRUCTURE AND (RAZING SYSTEM LOADS TO THE .. .... DOOR Y MMJM OFFICIAL PRIOR 70 STRUCTURE AND APPROVED BY r BUILDM OFFOAL.PRIOR TO DOOR • I INSTALLATION. ` _.. • �1 d.•I$••� 44 � ' v •� I .71N0.�IWW N9PRt(/� 5/18'0 ULTRACON YATI1 1 3 4`MeT. INTO WOOD.1 7/8'MIN. 61IL(pd18'ILI� . EMBEDMENT RBO CONCRETE GH FOR MAX.ANCHOR SPACING REFER TO 1745 W &W rano 1"X WOOD SLICK TYPICAL ELEVATIONS ON SHEEF 2 OF WA%o•.1TwM°37012 FOR MAIL ANCHOR SPACING REFER TO 14,AND CLUSTER DETAIL ON SHEET Ph:(305)384-MM TYPICAL 81VATIONS ON SHEET OFFh( -M15 AND CLUSTER DETAIL.ON SHEET210 OF414. 10 OF 14. 0 0 to EXTERIOR INTERIOR EXTERIOR INTERIOR rn ATTACHMENT TO WOOD •• • •� '-' • ATTACIIDgENT TO CONCRETE •••••• • i►4 �• •i• USING V BY WOOD BUCK — • ��,,,,� — ------�.-—..�—�— 1/4.0 KMK-FLEX OR D*IfL?"AR 5 r 1" MIN. 2 1/4' I WITH A G7SC HREADS=817 TFCETAL v�: ••: 1 3/4" MIN. 2 1/4" EDGE DISTANCE FOR �.OM SPACINeft"To � • • (((yyy 5 18"0 ULIRACON WTIH 1 3/4'MIN. •• • •• EDGE DISTANCE C O CONCRETE. TYPICAL ELEVATIONS Q 0 14, • • • • FOR MAX.ANCHOR SPACIL46 REFER TO AND CLUSTER DETAIL.ON 1U•F 14. • • • TYPICAL ELEVA7pNS ON SHEET 2 OF 14, •• •• •• • • •• AND CLUSTER DETAIL ON SHEET 10 OF 14. • • • • • •e e•, :� d•.• v • • • • •• oil MM-DARE COUNTY APPROVED MULLXX4 e F - WITH 1/8'LDN.T18CKNESS(UNDER Wo SEPARATE NOA)OR METAL STRUCTURE WITH THICKNESS BY OTHERS.MINIMUM EXTERIOR INTERIOR SH61 BE PPR ED BY 8 UL A-3S srEO. SHALL BE APPROVED BY BULOwG OFFK2AL g� z PRIOR TO DOOR INSTALLATION. N •! EXTERIOR INTERIOR ATTACHMENT TO METAL STRUCTURE b Z r N PROD= RBl7SW =�YIt ft DRAWING NO. ATTACHMENT TO CONCRETE OwIftcaft SGD09 w wrrHouT wooD BUCKS TYPICAL SECTIONS AT HEAD �`° DATE,2-17-65 • B9 al"Z�'1 SCALE;, 2.41. TATTACHMENT TO DUERENT SUBSTRATES RAQ SHEET,2 QF 14 WOODEN STRUCTURE BY OTHERS MUST 1'X WOOD BUCK BY OTHERS MUST BE BE PROPERLY ATTACHED TO TRANSFER :�::.:: PROPERLY SEALED AND ANCHORED TO GLAZING SYSTEM LOADS TO THE TRANSFER LOADS TO THE STRUCTURE AND STRUCTURE AND APPROVED BYAPPROVED BY'BY BUILDING OFFICIAL PRIOR TO BUILDING OMC 14L PRIOR TO DOOR =- s s• DOOR INSTALIATWN, INSTALIATION. - >: so 5/18"0 ULTRACON WITH 1 3/4"MIN. 5/18"0 ULTRAfON WITH 1 7/8'MIN. $mSilng Vtmdm :.'..>;• EMBEDMENT INTO CONCRETE/GROUT FILLED PENETRATION INTO WOOS. BLOCK THROUGH 1'X WOOD BUCK. FOR MAX.ANCHOR SPACING REFER TO M0�If8CtUltlI�P FOR MAX.ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 1745 W.33rd Picas a•$ TYPICAL ELEVATIONS ON SHEET 2 OF 14, 14,AND CLUSTER DETAIL ON SHEET *9*4.Fk"33012 AND CLUSTER DETAIL ON SHEET 10 OF 14. °a, _ 10 OF 14. Phs(30384-0052 a N IN'T'ERIOR INTERIOR rwse(3�)829-5,15 N A / O •A: EXTERIOR EXTERIOR a M 93 •• FIXED PANEL \ � FIXED PANEL � � ,/4'MAX. 1 4'MAT. • •�•� SHWA SPACE SBM SPACE H4 ••• • •, • • ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK ATT • ACHMBNT TO WOOD r—_ •• • • USING V BY WOOD BUCK i 0000•• • i • 0:0 II 400000 �• • ' .MIAMI—DADS COUNTY APPROVED MULLION *000•• • ••• 01 •• WITH 1/8'MIN.THKIOJESS(UNDER I I oo o :• SEPARATE Ill)OR METAL STRUCTURE WITH I **0000 • •• 006 /8'MIN THICKNESS BY OTfE2S.MINIMUM I • • • • • 5/18'0 ULTRACON WITH 1 3/4'MIN. ADMWIUM ALLOY 6083-TB OR A-36 STEEL: I I •• •• ••� • ••• • nE�NT INTO CONCRETE/GROIR•FILED PRIORSIIALL HE APPRWWWW ff fIAT�ING OFFICIAL I I •••••• . •• FOR MAX.ANCHOR SPACWKN REFER TO I I — R • • •:4 TYPICAL ELEVATIONS ON SHEET 2 OF 14. I i"""-"`Y" a $ AND CLUSTER DETAIL ON SHEET 10 OF 14 II N • • •04 • • • _ I • • ••• ` INTERIQR 1/4'0 KWIC-FLEX OR DRI-FLEX GR 5 • • • •ua SELF DRLWIG SCREWS THROUGH MEW. I I • N .• WTH MSN.3 THREADS BEYOND THE I d FORRMA)L ANCHOR SPACING REFER TO TYPCAy ELEVATIONS CN SHEET 2 OF 14, II ANO tI11STER DETAIL ON SHEET 10 OF 14. d' EXTERIOR IL _ — EXTERIOR 12 / r MX. 2 ° SHWA S .! i . ATTACHMBNT TO METAL STRUCTURE 1/4"MW c SHIM SPACE Z N PROI)IICA'1tB17SBD ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK W 7Q DRAWING N WITHOUT WOOD BUCKS ''�1 TYPICAL SECTIONS AT JAMBS D 12-17-W ATTACHMENT TO DIFERENT SUBSTRATES �-��R Ir SAE 12•e,- FRANCISCO ITER fI.ORHD51393A PE� 51393 SLEET 13 OF•14 • • • 43F:A`•� •�:3 $UfMfgRB irI1d0R3 �mwfactwn9,dIG I nas�sxa Ploys tmbai,Raidu 3JOtz � Ph(3�).Te4-8882 Fo�e(3�)828-8118 P INTERIOR TERIOR EXTERIOR INTERIOR A v a 8 d s M • �•L7 • • •del 4 000 `a 0000•• •5 • ••• : ........ . . v 'U � Q. M,d, . • .: •••••• •wA•• •• •• ••• d• 0000 •• 04 d • • SE wow-MfM(,NON-METAWC i&NON-SHRINKNON-WMM0000 0 • 5 KSI HYDRAULIC CEMENT CURED AND S KM HYDRAULIC CEMENT CURiR 1%00 • • •• HARDENED GROUT CONTINUOUSLY ALONG HARDENED GROUT CONTINUOUSLY • • • • THE SILL THE SIA. •• •• •• •1 40:•• $18"0 UURACOW WTRN 1 3/4`MIN. S 1$"0 UURACON WRH 1 3�i41MINI•• • • 1NT0 CONCRETE ! INTO CONCRETE. • • s 0 1 3/4" MW. 2 1/4" FOR MAX.ANCHOR SPACING REFER TO 1 3/4" MIN. 2 1/4" FOR MAX.ANCHOR SPACING RWER TO • • • ••• TYPICAL ELEVATIONS ON SHEET 2 OF 14, TYPICAL ELEVATIONS ON SHEET 2 OF 14, • • EDGE AND CLUSTER DETAIL ON SHEET 10 OF 14.- EDGE AND CLUSTER DETAIL ON SHEEP 10 OF014. • • • DISTANCE DISTANCE •• • •' 3 3/4"HIGH SILL 5"HIGH SILL ' � n TYPICAL SECTIONS AT SILL N d' I ODUCf RBV M DRAWING ML Goo colls F .�a SCD09 '" ♦07 �1^LSP—i S'` TNAE 12-n-os � CIDAMPE 933 SHEET 14 14 r a MIAMI• MIAMI-DADE COUNTY fffmw I I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2540 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mi midade.eov/economy Sunshine Windows Manufacturing,Inc. 1745 W 33w PIace Hialeah,FL 33012 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:Clipped,Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT:Drawing No.M2011,titled"Aluminum Tube Mullion L.M.I.,"sheets l through 21 of 21,dated 02/11/13,with revision 41 dated 05-09-15,prepared by manufacturer,signed and sealed by Francisco Hernandez,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, model/series,and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA :hall be provided to the user by the manufacturer or its distributors and shall be available?'or m$pe%tiox 4*jot site at the request of the Building Official. This NOA revises NOA#11-1211x.02 U*clisM o�t�.is pap 1 and evidence page E-1,as well as approval document mentioned above. •• 900 •• •• • • • •• The submitted documentation was reviewed by Manuel Perez,P.E. . . . . . . . . . . . . . . :00 ' :00 NOA No.15-0528.21 bIIAMFflMEC i Expiration Date: March 28,2018 3ia ... . Approval Date: December 10,2015 • • .• ••• • Page 1 . . . . . . . .. . . ... . . k Sunshine Windows Manufacturium Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA#111216.02) 2. Drawing No M2011, Sheets 1 through 21 of 21,titled"Aluminum Tube Mullion L.M.I.",dated 02/11/13,with revision#1 dated 05-09-15,prepared by manufacturer, signed and sealed by Francisco Hernandez,P.E. B. TESTS 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 along with marked-up drawings and installation diagram of aluminum fixed windows mulled together using different sizes of rectangular and round aluminum tube mullions,prepared by Fenestration Testing Laboratory,Inc. Test Report No. FTL-7067,dated 09/26/12,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA#111216.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 05/09/15,prepared, signed and sealed by Francisco Hernandez, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 51h Edition(2014),dated May 18,2015,issued,signed and sealed by Francisco Hernandez,P.E. 2. Statement letter of conformance,complying with the FBC-2010,and of no financial interest,dated February 23,2013,signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NOA#11-1216.02) G. OTHERS I. Notice of Acc%tuaoe tTgq %1-A1q.Wjmued to Sunshine Windows Manufacturing, Inc.for their C1tpped,Exht l4d'ADAiflwn Tube Mullion-L.M.I.,approved on 03/2$/13 and ei"rifts on 01/28A 9. • •• .'. ':' •'• •°. .'. .'. MinuFff4rezi P.E. ••: : • '• : : • '• : : Product Cont xaminer • •a • • • • NOA No.15-0528.21 Expiration Date: March 28,2018 ••• •. #10 •,,:1.01 Approval Date. December 10,2015 • • , • • 0 • • • • • • • • • • • • ••• • ••• •• ••• •••• ••• •• • • f 70 L12b"OR 0.280'TH UR SS GLAZING IIGT XNDEX OF DRAWINGS µ SEE NOTES 2 AND 4 $INIL4�IdIG�Old11Ti6 OF GENERAL NOTES 1 OF 22.-MULLION SEC116 M GENERAL NOTES AND PROCEDURE FOR MILLION SELEMON. kAhchft k _ o c 2 OF 21 .-MULLION SHAPES,ANCHOR CLIPS AND ANCHOR CLIPS LOCNION DETAILS. r r _ 3 OF 21 .-TABLE; 1.MILLION DESIGN LOADS(MAL�J CAPACRY)FOR RECIANCIOAR M LUOI& HW W.3'4 Pb" 4 OF 21 :TABLE;2.ANCHOR BUM LOADS(ANCHdt OAPACIY)FOR RECrMQULAR MAiION!L pan.(305pes-om 8 OF 21 .-TABLE; &ANCHOR DIEM LOADS(ANCHOR CAPACITY)FOR RECTANGULAR MULLI . Fm�{4p6j826-5118 8 OF 21 .-TABLE;4 MULLION AND ANCHOR OEM LOADS(MULLION AND ANCHOR CAPACTIM VERTICAL ORHORTLONTALRSR:PANGDLARMWLIONS FOR ROUND MILLIONS. 7 OF 21 .-ANCHOR CONFIGURATION TYPE Al ON CONCRETE OR MASONRY WITH fBY HOOD etXCC SEs ULLION DESIGN LOADS OUIM H1H CMMMOTA13F;1 ON SHEET 3 OF 27. 8 OF 21 .-ANCHOR COHFk INION TYPE Al ON NDN STRICTURE OR 29Y WOOD SUCK SEF ANCHOR DESIGN WROS(ApHgM CAPACIO TABLES;'AMID;3 ON SEZEf5 4 AND S OF 21- 9 OF 21 .-ANCHOR CONFIGURATION TYPE A2 ON CONCRETE OR MASONRY NOH 18Y WOOD BUCK AND ON WOODEN STRUCTURE OR 2BY WOOD BUCK. 10 O.21 .-ANCHOR tONFIGURATXXN TYPE A3 ON CONCRETE OR MASONRY WITH IBY WOOD BRKCC • •••• AND ON WOODEN STRUCTURE OR 20Y WOOD BUCK. z • *000 1001'.SEE NOTES 2 AND 4 11 OF 21 .-AN tONFIQURATKIN TYPE A3 ON CONCRETE OR MASONRY WITH 19Y WOOD BICC O i •••• : NOTES AND ON MOM SiRUCTURE OR 26Y WOOD SUCK FOR 2'X e MULLION. 'a • • • i • 3 1/2'0 OR 4"J0 ALUIL TUBE 12 OF 21 .-ANCHOR CONFIGURATION TYPE 31 ON CONCRETE OR MASONRY. • *000 •.•••: .CSO O.DS2'OR 0.12b THICKNESS 13 OF 21 .-ANCHOR 0ONFIGURA71ON TYPE 32 AND 83 ON CONCRETE OR MASONRY. 14 OF 21 -ANCHOR TYPE ON OR MASONRY. NCRETE :000 ••• •• •• •• .-• ••• • VARA 90'TO 180' tb OF 27 .-ANCHOR COC.ffiIGUla1TICNN TYPE Cl ON ICOff.T STRUCTURE. • (sl �_ _^ 18 OF 21 .-ANCHOR CONFIGURATION TYPE C2 CI ME77LLLIC STRUCTURE. ' • 17 Off'21 r ANCHOR CONflGURATKIN TYPE C3 ON METALLIC STRUCTURE •••• • • •• •••••• - 18 O'21 .-ANCHOR t�FXX1RATON S TYPE O2.03 AND D4.M LLION TO MULLION CONNECTIONS.• • 19 OF 21 .-ROUND MULLIONS.TOP VIEWS FOR ANCHOR CONFIGURATIONS TYPE BR2.DS3.CR2 AND CR3. • • •••••• • • 21 OF 21 VE'N'rICe�L ROUND TUNE MULLION 21 OF 21..-ROUND MULLION&SIDE VIEWS FOR ANCHOR CONFIGURATIONS TYPE M.BR3.SR4,CRR,CR3 RNID CR4. • •••• • • • • •• • • • • • GXdVERAL➢ZQ � PROCEDURE FOR MULLION3XLRMON t:THIS PRODUCT MEETS THE REQIsREMENTS OF THE 7.-THE THX OF THE STEEL/1LLUM RIM HOST STRUCTURE SHALL 1.DETERMINE 7HE WON!LOAD IN PSF ACTING ON THE MULLION PER THE FLOIIDA BUILDING CODE 87H EDITION.2014. BE NOT LESS THAN 1/8'. ALUMINUM SHALL BE 6053-TS AND FLORIDA BUILDING CODE 8TH EMM 2014.USE AUDWA91,E STRESS LOAD FACTOR BASED UPON 2.-MILLIONS SHA L BE USED ADM WITH SEWAU APPROVED STEEL SHALL BE Fya 38 MIN �E [WIN�DSPE D FOR WIND TOAD CNOIAATED R GLAZING UNITS MEETING THE FLORIDA BUDDING CODE 5TH EDITION 8.-TUBE MATERIAL SHALL TN ALUMINUM ALLOY 80.83-T& F14 ANTS. USE GLAZING UNIT APPROYA.TO SPECIFY 2.USE MULLION OTSIO#1 LOAD(M1LI10N CMAL71 n TABLES; 1 AND 14 ON A�SIZE AND SPACING, 9.-ALL ANCHORS INSTALLED IN THE STEEi./ALUMlNUM HOST STRUCTURE ON SHEETS 3 AND 6 OF 21 TO DETERMINE THE MULLION SECTION REQUIRED 8 I 3.-TYPE OF AMM-UM FOR ATTACHMENT TO CONCRETE OR SHALL HAVE 1'MINIMUM TO THE EDGE OF.THE STRUCTURAL MEMBERS. 70 MEET THE DESIGN PRESSURE. GROUT FILED BLOCK WITH 1BY.28Y OR WOODEN STRUCTURES 10.-WOOD HOST SINUCNRE SHALL TE'SOUTHERN YELLOW PAPE' 3.USE TABLES;R;3 AND;4 ON SHEETS 4.5 AND 6 OF 21 TO DEIERYI USE 1//4'X61.EICO UIIRACON CONCRETE AND MASONRY ABHOR; 0=0.85 OR GRFA7M DENSITY. THE TfPE OF CONNIMOIN BETWEEN THE MILLION AND THE STRUCTURE FOR A, ACHMENT TO WMA.STRUCTURES.OR MEDAL TO METAL ALL ANCHORS INSTALLED IN WOOD SHALL HAVE V MMOAUM TO THE CONNECTONS USE 1/4'MAIL HIM KWIC FLEX SELF'DI�JNG SCREW. EDGE OF THE STRUCTURAL MEMBERS WITH 1 3/8"MON.EMEDMENi HI MEET THE DESIGN LOAD ANCHOR SE CTED OP) •� 4r THE DESIGN PRESSURES SHOWN ON THE CHARTS ARE BASED ON 4.TABLE VA MAIM ILIO ANCHOR SELECTED OPTIONS AND CON TUBE STRENGTH CO.Y.NO CONTR N1 OF ATACIED GIAZMG UNITS t(+RWT FI S f�� MIN'•ROL TORI PER ASTM�• TABLE VALUES OBTA9fED IN A SPECIFIC AWLICAlION WHEN TUBING THIS NOA ARE CONSIDERED. ALL ANCHORS IBfAED LIN CONCRETE SHALL HONE 2 1/2'MINORUM lO APPLY FOR A PERMIT: &-FOR DETAILS Of ATTACHMENT BETWEEN MULLIONS AND STRUCTURES EDGE DST.TO THE STRUCTURAL MEMS WITH 1 3/.F'MIN. EMBEDMENT. ' REFER TO SHEETS 7 THROUGH 21 OF THIS PRODUCT ANAL (00AIDING STUCCO.FOAM.&V=AND OTHER WALL HSS). " &-WOOD BUCKS BY OTHER SCOL BE PROPERLY ATTACHED TO 12.-MATERIALS INCLUDING BUT NOT LIMITED 70 SIEEL/NETA.SCREWS, PRODUCT DRAW=Na TRAIMER SYSTEM LOADS 70 THE STRUCTURE AND THAT COME INTO CONTACT WITH OTHER DSSWAR MA SHALL BE es�yftwadwFle da SHALL BE APPROVED BY THE BUILDING,OFFICIAL P1�R TO PROTECTED IN Atm WITH THE FLORIDA BUILDING CODE STH EDITION. M2011 M LM OISTA LAMON. 2014. DATE 02-11-t3 � Y- t SCALE;Nrs porde FRANCISCO HERNMDEZ SHEET 1 OF 21 FLORIDA PE; 51393 ROUND MULLIONS RECTANGULAR MULLIONS ANCHOR CLIPS CROSS SECTIONS CROSS SECTIONS - CROSS SECTIONS 0AW 0.125 0.125 n25 also 1.750 0.125 0.125 01 • 4'000 0.125 4A� 0.125 %r"s'.,rF�."� 3m 3.000-Fa 0UO.12 0 2 2� 2�070 2280 2.000 2.000 0.128 s I o.i25 a pp ,I, 2.000 1748 W.33rd Plewa 0.094 0.125 Vt CLIP V2 OUP r X r X 1/6"ANGLE CUP r X 5"X i/e"ANGLE CLIP U CLIP (305Hmecft�- 3.800 4.� 1.000 .60p pma(306je28-Bt 18 ALLOY:0083-18 ALLOY:8083-78 ALLOY:1083-7S ALLOY: SOW-45 ALLOY:8083-75 3 1/2'ROUND MULL r Rom MULL 1.000 ALLOY:8063-T8 ALL01h 6063--T8 t•x 2•%t/s• t"x r x t/s• ANCHOR CLIPS LOCATION DETAILS I'X r X I/8' 1'X 3•X t/8' - A t'X 4 X 1/8• 1-X 4•X 1/8• C - ALLOW 6083-76 ALLAY:0083-78 z 0 � 0.125 g, 0.125 \ \ o.2so 1 1 DEML t DIEM.2' DEV+O 3 DETM 4 V CLIPS L CLAS V CLIPS L CUPS 4043 MEN ALLOY 4.000 HOR90NM POSITION HDFUZONIAL PITON VERTICAL POSITION VERTICAL POSITION Cxx4T84.WELD 4.000 W1 SIlBSTRAIES am SUBSTRATES ON SUBSIRATER ON SUSSIRAIES r/M 6 TOP VIEW t ROM MULLION ANCHOR S}EEVE 1.000 fl ALLOY:800-78 2.000 1'X 4"X 9f4" ALLOY:8083-TB 2'X 6'% 1/8' C • ALLAY:6063-78ALLOY ' • • • j WELD • •••• 0.280 DEM 8 - DETAIL 6 DEW 7 DE AIL.8 a . t� ••1• • 0.250 - V CLIPS L CLIPS V CLIPS L CUPS R 40 • •..• i• • HORMONTAL POSITION HORIZONTAL POSITION VER71riLL P051110N VERTICAL PIAT= • MULLION 1N TO MULLION MILLION TO MULLION MULLION TO MULLION UM16N TO MULLION 0.128 •..• 8.000 •..• • • • Sf1:I1Q11 9-1 •.•..• ---- •••• ROUND tO8 Aft ANOM SLED.• • • •r�.. � • • w • • ROUND MULLLION SLEE"0 0•• 2.066 ! kr • mv, C r X B•X 1/4• DEJAL 9 OE7M.10 DETAL 11 $.- U CLIPS U CLIPS ROUND MULLION SLEEVE • e.tzts'. ALLOW 6083^Tti UULLJO T POSITION ULLIONL P MULUI YERIICAL POATES ' �//�"]� DRAtVOLG TVo. 0.126" MULLroN To tAIN UWJ MULLION TD MUlION ON sLIIHsrRATEs 1dwFwda �(yj(v�,(gV(`/y fJ� M2011 NOTM -ISR RDS I AND ANCHOR MULLION SHAPES, ANCHOR CLIPof S" DAM '-t3 DESM LOADS SEE sIOF O M 21. AND ANCHOR CLIPS LOCATION DETAILS -EOR SHEETSU19.2L4 OF ROUND ANCHORS ey FRANCISCO HER 51W3 2 21 SEE SHEETS 18.�AND 21 OF 21. FLORIDA PE 0 67393 BI i ION DOWN LOADS(MLR LION CA_PACITYI _ FOR RW!TANGIN AR MITI iL ONS T RA i F#1 RA7aVG �"_-�=i NIum mm 1&10-PSF MU LON DEWN Lm-ps mam Mm 10010-PSF L021WN PST •_Z'��s $f@�UIIB Oman= NULxNI N o t wn= 1001x81 001ENS�lS 18ALON 10Atx1N 10011011 NixlxlN s owmi 19xuota 1'x2' 1'x3" 1'X4' 1'x4' 1'x4' 2'x4' Yx9• Yx8 Yxe' 2'xfi 1745 W.3dPim �A1 SPNt x i/8 x 1/8' x 1/8' x 1/4' mm SPNt x 1/4' x 1/6' x 1/8' x 1/M1 11 SPMO x 1/8' x 1/4' 1901x81WWW%Rod"um 27' 1283 140.0 t4&o 1400 27 140.0 115.4 1400 1400 2Y I= 1400 3T 93.75 14U 1400 140.0 37' 1129 94.20 1400 1400 3P NA 1400 Vmdm 01A'RLO 4$' 72.25 1480 14AO 140.0 48' 9700 8480 1400 MO 48 8880 1248 f 6C WM 1198 140.0 140.0 eC sm 8180 1123 140.0 69 tai SL15 101.3 gg 5295 108.0 1400 1400 68 93.25 4720 1023 1400 or 5015 9a 10 i NWix01 SPAN 74' 48.E 97ffi 1400 1400 74' 5440 4210 9125 MO 74' 4430 6215 7 IBSY1�1H a O ed' 4335 MM 140.0 140.0 80' 8215 3490 64.40 14U � 4135 NOD 2 27' 57.45 HDA 140.0 14W 2? 12V 7734 1410 140.0 27' 1112 1400 37' 41.90 it37 1400 1440 37' 91.70 58.40 140.4 1400 37' 81.15 1400 48' 3234 87AS 1400 1400 48' 7170 CA WA 1400 48' 6295 114.9 W 8D' 51` - 70.10 112.9 1400 6C �• 5$.i'S 34.78 HU p 50.06 91AD 88• - 6575 1025 1400 or 51.40 3180 6415 140.0 or 45.4.5 63.'x1 RMVX 74' - 5885 91.48 14&0 74 WS WD 7450 1400 74' 4095 7490_ BC - 8280 8480 1400 �• 4240 - 7395 1341 8G 3750 so - CLAM CLAM 27' - 111.9 1400 140.0 27'' 1038 6445 1400 1460 27' 101.3 1408 ! 141 T 37' - 81.E 1400 1400 3f 7595 4704 1347 14&0 37' 7380 1358 48' wr - •0-0 109.0 140.0 48 . 9r 5425 NZ 107J 14U 48' 134' 9.00 1047 I 111 I In 80• - %M 07M 1400 6D' 48.E 29.04 68.84 MO 6� 4580 6575 • 71r f 130TH M-Vn+W2 • • -• WS •18.25 1400 �' am - 7835 1400 66' 4L50 74� • •74 • - %4Lit, 1381 74' 3735 - 1244 7M 3880 W90 w • • ••• H 3775 128.0 346p - VERMAL 84 BS 1117 8D' 3424 8280 • 27' • - 87 140.0 27' 8935 KM 1400 1400 27' 6270 1410 NOTES: • • - 41 1400 �• 6566 NeD 7258 14ao 37' 87� 12421.- INTERPOLATE FOR INTERMEDIATE VALUES • • wit1460 OF SPAN AND OR TRIBUTARY WIDTH TO • a9• 48.E 5254 �.� t4D.o �• 62.15 .95.80 /139' DETERMINE THE DESIGN LOAD (MULLION CAPACITY).1400 N' 3085 - 7835 1400 41.70 76M irW- or ••• • 35.7 •6 A 1319 6g 35� - WO 1275 86" 3780 69.86 2.- MULLIONS ON THIS CHART MAY BE i• •• •• - 3lJ5 1173 74. . 3190 - 61.96 1137 74' 3590 6219 ORIENTED VERTICALLY AND/OR HORIZONTALLY. • •• a• • - • '� tea rm' 2410 - sz25 tos2 rm 31 57.45 3.- SEE MULLION CROSS SECTIONS ON • 7l' • • • 51 -Olt* 1400 2Y 72.74 46.10 1400 1400 27' 8410 140 SHEET 2 OF 21. • 3Y • - 37 9)aD 1460 37' 5306 36.85 11&4 140.0 3Y 6216 114.1 •• • 4r •••• a41D• SUP 1221 49• 4080 - 85.10 140.0 4r 47A5 67AS womforx11�° DRAWN� g6' �• - - 9770 gp 1�' 3270 - 6410 ta5.1 �• 144' 711Bnwms5ft M2011 6r _ - 45.40 8465 or M75 -- 61.90 1137 or. 311# 4154 tem qAA 5"- (?J. OAlE92-11-1s 7$ - - 4090 74F 74' - - tOtA 74' 3180 GYM NB FRANCIS" HFRNNWDEX p _ 37.45 7530 60' - - 5180 9560 �' 28.70 5270 FIORN)A pE # 51393 SiffET 3 OF 21 FOR ANM CLIPS. -_ SEE DEMILS . - ANCHOR DESIGN LOADS(ANCHOR CAPACITY) ANCHOR DETAI S 1 AND 2 FOR RECTANGULAR MULLIONS CROSS REFERENCE TABLE ON StffET 2 2t _ TABLE#2 (RECTANGULAR MULLIONS) SEES ; = �: 1 AND 2 ^• _ -- GLAZW ANDW ted I=-PSF Lomm ON ON SF&ET 2 21 Nelpw= $UIi3�i,8��1@1,,,,�,,,D4PS MOWIS AMIN TYPE A AF MW TYPE 8 AM=TYPE C AMM TIDE D m S1®S 7 AND 8 OF 21 koo � � W.33rd (OC. . HmD! SPAN cmma tlmm Al SW 9 OF 21 5.8,7,6,9 AND 10 � 1746 W.33rd =2 At I At 1 N In 1 02 Cl C2 D3 da 011 SHEf 2 OF 21 308)384-MM 403 SI0>7S/0 Aim i1 W 21 F�(10a)828-811a 27' 72.E 140.0 140.0 1402 140A 1400 140.0 140A 140.0 14040 140.0 14U IN OW 12 OF 21 l 37' 6273 105.48 140.0 1402 ALO 140.0 12216 140.0 140.0 122.16 140.0 1400 02 SHM 13 OF 21 FOR ANCIM CUPS 48' 3r 40M 8128 121.94 118.1 140.0 1400 91.15 14CA 141.0 94.15 140A 140A SEE DENS 10.07.001 80 3292 BS03 785 9430 140.0 140.0 7632 140.0 140.0 MR 112 14U 61 SIM 13 AND 14 OF 21 3 Er 4 PST PliWllCT �' 2838 59.12 85.88 6580 HILO 1400 88.48 138,55 1402 X46 IWI 13895 C2 sw 18 OF 21 ON 2�2t C2 s11�Er to aF zt 74 SM 5273 78.10 76.N MU 140.0 81.07 122.15 140.0 61.07 91.81 172.15 N' 24.39 4578 73.18 70.&4 140.0 1400 5549 11298 1402 6&49 84.74 11205 CJ SNE}7 17 OF 21 f 601!!.01)SP741 ; O 9EEf 18 OF 21 27' !15.38 11482 140.0 140.0 1402 140.0 128,40 140.0 140-0 128,N 140.0 140.0 il�ll'ARY 1Fmlf1(6)'401 +812 37' %R WA 120.91 117.2 140.0 140.0 93.41 140.0 140.0 U41 140.0 140A 93 Sim 18 OF 21 2 48' 31.06 62.16 93.25 WA 140.0 1400 D4 SNEE'7 18�21 6t' 72.01 140.0 1402 7200 108.00 140.0 � 2427 4173 74.00 7225 140.0 1402 7.60 1t= 140.0 7.N 8L40 115.20 FOR AlN210R(SIDS �1 68' 22.61 4521 6782 6570 131.4 1400 52.38 10473 140.0 5.2.38 783'3 104.73 DESCRIMON OF 5.j�as Ea+ 74 20.16 4032 U48 SSM 1172 14" 4&70 9341 1440 48.70 70.40 9541 ON SNW 2 OF 21 ANCHORS PER TYPE 80 1666 37.30 6620 186.4 1412 43.20 88.41 129,N •1501' 8480 7.40 AM= oxvx 2Y 4859 7.18 140.0 140.0 1400 140.0 11235 140.0 1402 11255 t40.0 140.0 iYPE OF Al f VULLIO l 3T 3548 7091 10&37 103A HOW 141.0 8213 140.0 140.0 8213 123.E 140.0 A wm=t'Bt HOW am am CONCH FOR AM=CLIPS 1OA78A mA7�6 48' 27.33 NA 81,58 79,45 140.0 140.0 83.31 128.82 140.0 S33t 9427 12082 IOHOtRP�1m00 E 33 M IMILS 14 i �IlCt 8C 21M 4573 MW 83.58 127.1 1412 60.88 101.30 140.0 60.85 7597 10.40 8 m 0 ¢S SNEET 2 OF 21 1988 39.75 40.83 57.75 11L5 141.0 48.04 92.40 138.13 46M NX 02A8 C �NEW Steffi 74' • WA 38.48 5518 61.61 1030 139.1 41.07 8213 123.40 41.07 61AO 8213 D =MEOL SIMMU�W� X1 W2 • !D' •. i8�0 3280 .651 95.38 1217 37.40 75.07 11396 37A 68.08 76.97 11tWRAR1 H®TH�®ws+p0 • O 444 89.46 1 1* 1402 148.0 10382 140.0 1402 10582 140.0 1410 NOTFS- 2. a • • 04W • Nae 793 9496 140.0 1412 7551 140.0 140.0 76,51 113.42 141.1 1.- INTERPOLATE FOR INTERMEDIATE VALUES . � 2s 1s 449M 7341 1492 1499 11820 11837 140.0 tm29 87.43 11837 OF SPAN AND/OR TRIBUTARY WIDTH TO g • • 2D.13 49,28 8138 117.0 141.0 45,63 US 139.N 4&63 5SM 9326 DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). $ .. or • . 1&36 3LN 0 108.3 14&0 42M 84.78 127.17 42.39 8358 8478 • 2.- MULLIONS ON THIS CHART MAY BE 7M1 1 3284 %?40 94.83 1211 37.81 75.81 113,42 37.61 5&71 7581 0-0 ORIENTED VERTICALLY AND/OR HORIZONTALLY. ••• 1 3019 •13.18 7.75 1114 34.97 8.94 10491 34.97 90..46 am i. . .27' .W 75.15 AIMM•1092 1402 1402 7.04 140.0 140.0 7A4 1313.8 140.0 3.- SEE MULLION CROSS SECTIONS ON • 31' • 27.42 54.84 ONAS 7870 WU 1410 CA 12703 140.0 63862 MV 127M SHEET 2 OF 21. • • •4r 0001121.14 4227 wail %,m 1228 14&0 48.96 7222 140.0 4198 7344 7402 4.- SEE ANCHOR CUPS CROSS SECTIONS AND LOCATIONS � or • 67 •w KAI 33.86 !m 4110 98.38 1327 3&17 78.34 117.60 38.17 SL75 78.34 DETAILS ON SHEET 2 OF 21. •. • .88' .. jW 3&74 1 an am 1208 35,51 7121 10882 3561 5541 71.21 DRAW640 Km 74 •.• 1 127.42 41.13 4086 X701 178 3.78 63.82 4027 31.76 47.84 83.iPt PRODUCTRWASMp . M2011 8o- 1296 2538 3804 38aS 73.70 BSA 78,38 9&78 6113 29.36 4aa 6676 141 ¢07$ S^($�! Qp7E o2-11-13 °�° 6cAtE Nrs Ll nOMA PE� SHEET 4 Or 21 FOR AM=CLIPS - -_ ANCHOR DESIGN LOADS(ANCHOR CAPACITY) ANCHOR DETAIIS �2 ON FOR RECTANGULAR MULLIONS CROSS REFERENCE TABLE ON SION 2 OF 21 -- / TABLE#3 (RECTANGULAR MULLIONS) FCR AN=CLIPS -= ` SEE OEM$ 11 AND 2 -HWgM MON DESM LOAD-PSF MM OEM LOAD-rSF CMFCUWZW LOCaM ON ON SHEEP 2 OF 21 j MVMM Wd5 MULLICII FROM owasm Al MM 7"A At cin 1fK 4 MCI=Ta C meaw MMOL IVE A AN M M 8 ANO1tO817PE C At SUM 7 AND 8 OF 21 FOR.0!878721 CLIPS kdacbftkL wowi Colaw llm 9�1N CMFAUROM GPMCOIR7l 6 A2 SOW 9 W 21 5.5.17.%S.DEMILS AND 10 t 745 IL 33rd aW2 SM 4.2 A3 s3 C3 A3 WM 10 M 11 OF 21 ON SHM 2 OF 21 - 2r 57.10 109.69 140.0 10.0 140.0 140.0 2' 49.97 71145 1385 10.0 10890 140.0 Pm�(3��28 s,ts 172 sit 12�2t •� 37' 4899 73.45 104. 140.0 113.42 1409 3Y 34.27 51.41 9980 1345 79.39 119.09 69 SW 13 OF 21 �A18tWR�S 1R81R84 � 48'' W, 37.74 5581 109.7 10.0 87.43 131.14 4i 120' Z&42 3983 78M 103.9 91.20 DIAD &i SttEET 13 AND 14�'21 SEE DEiAB.S w 30.19 4528 87.75 118.4 6984 104.91 or 21.14 31.70 51.40 6280 4&95 73.44 3 M 4 P f PROOI(cf C1 SHEET 18�21 ON SIM 2�21 U 89 27.45 41.17 7975 1073 8358 ! 86' 1921 21182 5685 78.0 9451 8878 C2 S W 16 OF 21 74' 24.0 35.72 71.15 96.111 58.71 85.07 74' 17.14 25.71 *AD 97.24 3&70 58.8'1 `l. CS SHDiS 17�'21 tRA111N4 ypy4 ` O 74' 22.0 3397 RM 8895 M46 7&69 74' 15.85 2178' 45.00 6228 35.72 W SIM 18 OF 2t i � i rye 27' 52.93 WA 1409 140.0 140.0 10A 27' 44.73 57.10 130A 140,0 1W.69 140 TR69(rw v=Do s W SNEQ 18 OF YI 3Y 457,0 8895 1326 140,0 1050 140.0 3P R84 0.96 94.85 12&1 75.61 113A2 p4 !�18�Yt 48' Sr 3523 US 1024 136.2 81.0 12240 48' 128 28.15 37.74 73.10 0.70 5829 87.43 � BO 28.18 42.27 8180 110.5 6528 97.92 OO' 21113 30.19 5850 79.00 48.83 50.84 FM ARM CLIPS 88 r 3&43 711.05 tao9. 59.35 0.02 � 18,30 27.45 5115 71.0 42M un DESCREMON OF �� 74' 34.27 K40 69.69 WM 74 0 74' 1532 24.0. 47.40 84.00 3781 SL71 ANCHORS PER TYPE ON SHEEr 2 OF 21 74 31.70 61.44 82M 4898 73.44 74 1810 22.0 QW 5920 3487 52.45 IEcow.. 4 as 27' 5871 88,07 140.0 14U 13890 140.0 2Y 4270 54.08 124:1 H19 11881 1400 DESCIM A11PE OF AITACI94EtA 1AR11D11 3T 4284 6426 1249 140,0 6924 140.0 37' 31.18 45.74 WM 122.2 72.18 10,27 A TAOM Y Of>�BUCK=CITE. FOR ANCNOR CLIPS CLAM QIA792i 45• W 33M 48.84 96.00 128.6 7680 '14.75 48' 132* 24A2 38.03 99.0 9425 5584 8145 4 Cp�fE ANVOW ON w=SIMSIM SEE D PRAT PINIOIICT 3 AND 4 Sr 2842 3993 78.80 1018 8120 91.0 BG 1921 2892 SSSS 78.0 44.51 0.79 ON 2 2 C 10)MEML 51190M 0" 24.02 WM 6980 94.25 88.54 8145 or 17.47 2820 50.75 MW 40.46 80.W O @HO f4GL E TO . 74' 2 A 82.13 6228 K05 49M 74.43 74 .1558 2337 4626 51.10 38.08 54.13 171 102 i • • 6972 57.W � an W9s 74' 14.41 21.69 41.69 WM 3338 5.007 TRIBNARY 9ADTt1 M n lH+g2 • •• 840 82.89 t 128.00 1400 27' 0M 5129 11&7 140.0 9481 10.0 NOTES: 2 'd� • • •3t' • 60.48 72 t 93.01 140.0 3Y 29.80 44.71 mm 1188 SM 1W.59 1._ INTERPOLATE FOR INTERMEDIATE VALUES R • 48' 31.08 4&52 1219 72A IC= 0' 2297 3x.46 66A 90.10 53n 79.63 OF SPAN AND/OR TRIBUTARY WIDTH TO $� • • •ep 1w 37.35 7225 97.58 580 5&40 W � 1838 2757 S30 7210 4257 5396 DErERMINE THE DESIGN LOAD (ANCHOR CAPACITY). � • • 10 33.91 SIX 88.70 US 75.',4 88' 1871 25.08 4855 Sass 38,70 seas 2.- MULLIONS ON THIS CHART MAY BE z • d • 2016 30.24 6& 4&70 70.W 711' 14.W Us 43.3,0 55.45 34.52 31.75 • ORIENTED VERTICALLY AND/OR HORIZONTALLY. • 74' • 18.81' 2787 5 432D KW 74' 13.78 2085 40A KW 3183 47.90 • •4tY 5219 7828 t ROA 120.69 140.0 2P x.14 5&71 113.7 t40.0 ON 139.00 �- SEE MULLION CROSS SECTIONS ON • SHEET 2 OF 21. 3T 38.08 57.12 thlA am 13232 3Y 2858 4284 8390 112.0 69.18 09.24 � • 48 •• 4403 q 0 2 8800 10200 46' nn 33.03 54.00 wo 51.00 7050 4.- SEE ANCHOR CUPS CROSS SECTIONS AND LOCATIONS $ • w 46 3623 so 42.15 54.40 818,0 Or 144' 1741 28.42 5120 69.10 40.W 84.20 DETAILS ON SHEET 2 OF 21. z° •• • •� •• 2835 32.02 490 74.18 88 15.01 24.02 48.86 US 37A9 5564 tom=pXVWD ww HN 74 ••• 14,04 am SSM 74.70 44.11 69.15 74' 1428 2142 4150 55.00 33.08 4982 pw o0 M2011 74' 17.61 �.az 8120 W.10 4090 5120 74 1321 198! 38.40 51.69 30.W 4580 nceelA� �� t$rt oA1E:112-72--13 SCALL-NTS °7 FRAI4CISC0 HERNANDEZ FLORA 'PE 0 51393 '8 of 2t MULLION AND ANCHOR DESIGN LOADS(MULLION AND ANCHOR CAPACnW18) FOR ROUND MULLIONS TABLE#4 R - ANCHOR DETAILS 's m auON Mm ma-PW ANCHOR m-P37' CROSS REFERENCE TABLE FOR ANCHOR 121PS $181�IB mwm mu mum AN TYPE 8 A TIK C (ROUND MULLIONS) SEE SErX t1 3 1/270 CO O s W 2 OF 21 oa6x�Baalat8 tff111gnL nos a 3ua t'me. WIDTH(*) �a It OMf x 9.12s W 1123 BRI ail' 083 Cm �1� S�C4041 sanm lm mk 1l11 33m Lomm wt LW m ON 1561108 Pk(MB)384-9M 2Y 140.0 140.0 140.0 140A 140:6 mom 140.00 144.00 OW 0 OF 21 S W 21 OF 21 Fmn(3aB♦j�-8118 37• 1162 140A 140.0 140.0 140.0 12215 14000 140.00 pm FROmeWOUN, 0!i SF80.T IB OF 21 SFOEI'21 OF 2i �ANCHOR dJPS' 1' P�OIICI' 48 90.10 140.0 118.1 140.0 1132 04.15 140.00 146A0 M4 SNiEI.20 OF 21 SHx7 21 OF Bi SFE OEUL it 21 80' 7210 140.0 9450 . 127.8 ow 75,32 1t2m 140.00 1X2 SSW 19 OF 21 S1�T 21 OF 21 85.55 1290 0.580 1160 82.35 8048 iffi.71 1 Cm S W 19 OF 21 96'15 21 OF 21 � � 74' 8045 115.0 XW 103.4 754b 61.07 91.61• 12215 Cm SW 20 OF 21 SEE121 OF 21 80' 54.00 10&4 70� 88.70 87.96 58,49 84.74 11288 T1TARf tWDIFI m 2 27' �C A 146.0 140.0 140.0 140.0 128.08 140.00 140.00 YE9iid0.....o_�!� 3y 88m 136A 1172 t40A 1123 93.41 NOW 14M DESCRIMON OF 4r sr MA 1057 9035 121-9 116.65 72AD HEW 14006 ANCHORS PER TYPE 94 94 Bp• 4215 92A 7225 9755 6925 57,90 K40 11520 (BOUND MULLIONS) 3L30 7540 x.70 � an 5236 7855 16473 ANCHOR t1EaPrrotl�airact6aa>r 74' - 8725 58.80 7L10 58.15 46.70 70.E 914t 86` - 5220 542.0 73.15 St.5 4324 8450 86.40 8 K 9 ' 2Y 7240 140.0 140.0 140.6 135.3 11265 14OAD 140.00 O Nro 1EAl 9�t✓BOE 3P 5285 104.0 103A 138.1 OL75 8213 12320 14600 NOTES: 48' 118' 44.75 80.15 70A 1072 7&10 63.31 94.97 12562 1.- INTERPOLATE FOR INTERMEDIATE VALUES BO• 3280 "As as MA 80.90. W 75.07 16130 OF SPAN AND/OR TRIBUTARY WIDTH TO o •• _ DETERMINE DESIGN LOAD MULLION AND ANCHOR CAPACITIES). • tBL30 67.75 78.00 8.5,35 48.04 89.07 92.E • •i• 74' •••• _ S20B• 5150 sem 4035 41.07 Sim 8213 • 2.- SEE DETAILS OF ROUND MULLIONS ON ala' _ •x.10 47.65 6435 45.E 37.99 58.98 7597 SHEETS 13, 20 AND 21 OF 21. a • ••• 2y Bi25 12-96 t�A 140.0 1246 14182 14406 14000 3.- ROUND MULLIONS SHALL BE ORIENTED VERTICALLY ONLY. z • • 4470 •8L15• 94.0.1 1�.1 7561 11542 140.00 • •••• • •• 4.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. • • • �'� •��•• 7514 9870 70.10 81.43 11657 • •:•• �' • �• _ • y6a8•• 5&50 7865 SEAS 4883 89&1 9328 5.- SEE ANCHOR SLEEVE DETAILS, SECTIONS AND • ::e: *AD• SSTs 71.E 80.95 4238 6356 8478 LOCATIONS ON SHEET 2 OF 21. 74' ••• 47.40 83� 4645 37.81' S8.71 75.81 • • 1YD' • - • <r4i'i o692b 420.5 34.97 5L48 89.04 _ •• ••• • 27' •••• 3&31• it18�• 1092 1�.0 1046 87.03 13058 t�.00 • 3P• • - • gg 79.70 tW-9 76.35 8352 9527 127.43 •• ••• �. ••o•• - 4690. 61.40 ma 1 4866 7544 9762 PRS eta t1)iA 49M201lb. w • - 3670 411.15 8625 1 47.10 3x17 WA 78.34 A Ne�•�.2i 18 OA7Ecoz-11-13 m• - 310 44AS 8030 4280 3561 5141 7121 pate S�.r- scaLE Nfs 74' - - 39.85 5350 36.15 31.78 47.84 0152 gp• ^ ^ 38.l� 48J6 35� 29.38 44.5 swi FLORIDA PE H f 51383 ' SHEEF 8 OF 21 ANCHOR CONFIGURATION TYPE Al ` FOR 1' X 2' OR 1' X 3' MULLIgNS NUMBER OF ANCHORS PER LEG - (1) ULTRACON ANCHORS _ WITH V1 MULLION CUP SUBSTRATE: 1' BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK _ �a 2'OR Y ALUMINUM VI MULLION CUP ALUM.Vt MULLS!CUP 15/8'INT.LENGTH FOR SUtM�NC � 1' 1°X 2°X 1/8'WLUDN. ILK ka Vt _ :4%,. 2 5/8"W LENGTH FOR 1745 W.33rd� MULUDN CLQ _ I ' t`X 3°X 1/8°MUUML HWsd6 nde3SM2 BY WOOD sm Ely OTHERS I { Fft W SHALL BE PROPIRY ANCHORED { { I n JI 10 TRANSFER Lam TO THE SIRUCRRtE AN {r------q A � AIIHd TUB MUWCM �n} PRIOR TO MULLION 4IATIONSHALL BE APPROVED BY G OfflCIAL ----- 1`BY WOOD BUC(S BY OTHERS Il II SHALL BE PROPERLY ANCHORED ALUM.TLS MULLION {i I{ TO TRANSFER LOADS TO THE SLRUCIURE AND 1'X 2'X 1/8' _ ' _ {I IL 1 2/ IdAX SHALL.HE APPROVED BY BUILDING OFFR7AL 14 1'X 3'X 1/8' � � – PRIOR TO MULLION INSIAUATION 11 IL 0 p Il. p Il pa a app a TOP VIEW a n a 1V —1/4°QCO ULMCON ANCHOR p y p all U a 1/4'ELCO UURACON ALUM THROUGH 1'BY WOOD BUCI( THROUGH 1'BY WOOD BUCK 1 3/4°MMI.EM IT INTO Ea' 1 3/4'MIN.BMW"INTO W CONCRETE/MASONRY 2 1/2'MIN CONCRETE/MASONRY NOTE ANCHOR CONRGUIRAIDN TYPE Al AS SHOWN N VMS FOR MIN. (1)PER LEG (1)PER LEG MULLIONS 1'X 2'X 1/8'AND 1'X 3'X 1/8'. SIDE VIEW A SIDE VIEW B FOR MOM DEM LOADS SEE MILE 12 ON%W 4 OF 21. ( ANCHOR CONFIGURATION TYPE Al 2'OR Y 2'x 4'X MEt/{/�e,',�At�tu. E FOR 1' X 2` OR 1' X 3' MULLIONS NUMBER OF ANCHORS PER ANGLE _ (1) ULTRACOW ANCHORS /g^ 5/ 1 5/8'W.LENGTH FOR ►� W rH 2' X 2' X 1/8'ANGLES SUBSTRATE: 1' BY WOOD BUCK FASTENED-TO GROUT FILLED BLOCK 2 5111' X 11r MULLION. FOR 1`X 3'X 1/8'M ULUON. #14 HRTI KWIK QIX•• B 1. 2°X Y X 1/8" jt4 HLTI KidO(FLEX ---- i OF unANGLE ••C •• Ak ANGLE SELF OF&U G;SCREN { v • • • 1'BY WOOD BUCKS BY OTHERS (2)FA ANGLE ® 8 11 BY wow BUCKS BY OTHERS • ALIRLxANG1E/8•• •� T • ALUM 1111 MULLION I I 1TTRANM LOADS SLRUCMURE p BE PROPERLY ANCHORED AWL NS PROPERLY TO HOti£D v • I L AND SHALL BE APPROVED BY BUILM f 2_VAX � TO TRANSFER LOADS TO THE SIRifCTURE AND • • • ••i OFFICIAL PRIOR TO MULLION INSFALLA71ON 1 'F PRIOR TO MULLION MNTALATLON #14 INTI KWX R.EX • •••• A.•• ••• SELF MUM SCREW �� I � �$ •••�I�TI1BE • • ••• (2) AMXR E I I IL p a All ate_1/4'ELCO LR.TRACON ANCHOR • I°X•2`X 1/ • • • • II II THROUGH 1'BY WOOD BUC( •• / - ` E.D. 1 3/4'MDL EMBEDMENT KID f*%rx1e' • p a a I Ip ' • e°• 11 p a 2 1/2`MMJ. CONCR� � • ••• •• •• ••i••• ll U—--1/4°ELCO LH.TRACON ANCHOR (1)PER ME $ • • • THROUGH 1'BY WOOD BIKE( SIDE VIEW B 0 • • / OWMENT •i ••• •••• TOP V19V •••• INTO CONC EIE/MRsm DRAY1m Na • 0000• MIN (1)PER ANGLE ppRoDwrmw=m . M2011 i SIDE VIEW A Nat 1 oA1EQ�t1=i3 NOTE ANCHOR C0*lGUtWON TYPE Al AS SHOWN S VALID FOR �0 � f�L$^ NTs MULLIONS i'X Y X 1/e'AND 1'X 3'x 1/8'. er FRANCISCO HERNANDEZ FOR ANCHOR OEM LAS SEE TABLE 12 ON SHEET 4 OF 21. FLORIDA PE # 51393 SHEET 7 of 2t ANCHOR CONFIGURATION TYPE Al FOR 1' X 2' OR 1' X 3' MULLIONS NUMBER OF ANCHORS PER LEG = (1) ULTRACON ANCHORS iN WOOD A�&*wvmh"dm WITH V1 MULLION CLIP SUBSTRATE. 2' BY WOOD BUCK OR WOODEN STRUCTUREB AUIMWUM Vt MULLION CUP VI 1RLLION CUP 1 5/8'INT.LENGTH FOR i' Y OR Y 1'X Y X 1/8'MULuc k ALUM.viMULLION CLIP - 2 518'3'W.LENGTH FOR t x . 1°X X 1/8'MAIM 1 I Y BY WOOD BUCK OR WOMEN STRUCTURE (�CM5)384- BY OTHERS. I I ►A ALUM MU11R111 n SHALL BE PttO'ERIY ANCHORED ------ Y BY WOOD OR WOODEN STRUCTURETo WBHSIAND L=IMPOSED BY GIAZBiG d-----'a BY OTHERS, 11 II PRODUMS TO THE STRUCTURE AND d 9 SHALL 1 PROPERLY ANCRIDRED SHWA BE APPROVED BY f OFTIGAI d A INTO WRHStN0 LOADS IMPOSED BY GLAZING ALUM TUB MULLID if it PRIOR TO MULLION 86TALLATWPI d PROMXTS TO THE STRUCTURE AM i'x 2'x 1i8° _ ( 1 1 2'IdAX SHALL BE APPROVED BY BMW OFFICIAL 1°x r x 1�° _ : PRIOR TO MULLION INSTALLATION z II II 1/4'ELCO ULIRACON ANt2I0RU 1/4 ELCO ULTRAMNI ANCHOR TOP VIEW U U 1 3/8°MIN.T:MBFDMENT INTO WOOD 1 318'MDI.EMEIEDMENf INTO WOOD (1)PER LEG (1)PER LEG R W -d`-------T`•3. 11 MDI. NOTE:ANCHOR OWURADOV TYPE A7 AS SHOWN IS VALID FOR MM. MIJUMNS 1'X Y X 118°AND 1'X 3'X 1187. SIDE VIEW A SiDE VIEW B FOR ANCHOR OEM LOADS SEE TABLE/2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE Al 2`OR 3' Y X 4'X 1L(/E�N, ANGLE i 5/8°W.LENGTH iln F FOR FOR 1' X 2° OR 1' X 3' MULLIONS NUMBER OF ANCHORS PER ANGLE _ (1) ULTRACON AKCHORnIN WOOD /g 5 1'X 2'X 1/8'MULLIDN. WITH Y X 2' 1/8' ANGLES SUBSTRATE. 2' BY WOOD BUCK OR WOODEN STRUCTURE 2 51W IRT.LENGTH FOR 7 1'X 3'X i/8'MIAlIDN. #14 HILD KWtl(•FL01•• B SELF DRALING GCM Le x g-x o* -O j • •• 1. /� 014 HA.TI I.FLEX T{ - BY OR WOODEN STRUCTURE SELF MUM SCREW— go SHALL BE PRVMY ANCHORED • •Y X 2'X 1/W • � 1 I Y BY WOOD BUCK OR WOODEN (2}EA ANGLE q WITHSTAND LOADS IMPOSED BY GLAZING SBM!ANGLE • • • • _ ••i mm TUB MULLION i i SHALMM BY OTHERS.L��PROPERLY ANCHORED 1 2e PPS BE APPROVED Of MUM WFICIAL TO WITHSTAND LOADS IMPOSED BY TO MULLION INSTALLATION. El • 00000 •• •• 114 1{0.71 KW91C FLEX I I GLAZING PRODUCTS TO THE STRUCTURE AND I I § 0000* ► • SELF DRILLING SCREWY SHALL BE APPROVED BY BUILDING 1/4 ELCO ULTWM ANCHOR • 6.2-71 • •• (2)FA AWE {I II OFFICIAL ICOR TO MULLION 1 3j8'MIL. mm WOOD TltgD.lU�10 • •• •• it 11 D15TALLAIIOR (1)PER ANGLE a ••1°�tYx1jBi•• _ _ a 1 E D. • 14.3'x tj8' • � II II 1°MR, • •••• •• •• ••i••e U U 1/4'E]SA ULTRACON ANCiR • : • •• (1; ETW3�4f INTO WOOD SIDE VIEW B • •••• TOP 'a•••: l t. I DIWWI�xi as •••• _ Aceept�eNeVtCD=MUM U9 l5.COmeT DANE:02-11-s3 NOTE ANCHOR CMM70 TYPE Al AS SHOWN IS VALID FOR SIDE VIEW A Ama /fes l�� SCdLE a15 MULLIONS t'X Y X 1/8°AND 1'X 3'X 1/8'. FRANCISCO FOR ANCHOR DESIGNI=SEE TABLE 12 ON SHEET 4 OF 21. � FLORIDA PEHERNANDEZ 93 SNEE7 aOF 21 ANCHOR CONFIGURATION TYPE A2 FOR i" X 4" OR 2' X 4° MULLIONS NUMBER OF ANCHORS PER ANGLE _ (2) ULTRACON ANCHORS Y' B WITH 2° X 5' X 1/8°ALUM. ANGLES SUBSTRATE: t" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK 2°X 5°X 1/8' 3°5/8'W.LOW FOR ALUM.ANGLE --- �" t• ( — 1'OR 2' 014 HLTI KWIC FLEX 114 HILTI KWA(FLEX 5/8' ° g/ 4 X 1°X 1/a MLlL1KM1 3 3/8°W.LENGTH FOR za sw — s ALUM.TUM t—# (� S� (�LMANGLE SCREW 1 4"x i°X 1/4"MULUDN Sindim�Pptdotc8 1"x 4`x 1/8" ANGLE 3 5/8'W.LTIM FOR 1'x 4°x 1/4' —4- i111f MULLION 1 --- 1 4'X Y X 1/8°MULLXIN 1743 W.Md F&M 1 1"x 4`x 1/8' 2°X 5"X t/8` l de*Fb*b UM LE r 1°x 4"x IN I A�L1M.ANGLE }Z �1� `A 2°x 4'x 1/8" 1fY 1`8Y WOOD BUCICS BY TOHT6 F x4305)823-3118 MU5f BE PROPERLY ANCHORED 11 TO TRANSFER LIQ TO THE Sl WMURE SHALL BE APPROVED BY BUILDING OFFICIAL. — a u. .e v ° n ° u° >'° A o ' POOR TO MULLION INMALLAIM 1'BY WOOD BUCKS BY 01MRS. L—i/4 ELCO UIMIACON ANCHOR 2 1/2i EIL ['6�1 • SHALL BE PROPERLY ANCHORED Ile t BY WOOD 010 1/4'ELCO LA.TRACON ANCHOR z '�+ --- TO TRANSFER LOADS TO THE STRUCTURE AND 1-3/e MDL SWEDNEMr DRO THROUGli 1`BY WOOD BUCK C — -� Pim ML 0 MULLION DLST oFFtcul CONC(2) R�A1x iX3/4' CAlE1W ONRY )Alto ►� (2)PER ANGLE SIDE VIEW•A SIDE VIEW B TDP VIEW NOTE:ANCHOR(XINFlGUR MN'W'K A2 AS SM5 VALID FORWALIONS /g8°° FOR 1°XV X DESIGN LOAM SEE TABLES X42 AM{3 ON%IEEIS 4 AND 5 OF 21. t ANCHOR CONFIGURATION TYPE A2 FOR 1' X 4" OR 2" X 4' MULLIONS NUMBER OF ANCHORS PER ANGLE _ (2) ULTRACON ANCHORS IN WOOD B WiTH 2` X 5" X 1/8'ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 2°.X 5"X 1/8" 2'X 5°X 1/e'A m ANGLE l�UM ANGLE• .. i---- I #14 HIL'B Kff FLEX 5/8` 3 5/ 3 5/8'Kr.LENGTH FOR • • • • 1°OR 2" (14 HLI KWa(REX SELF DAG 4 x 1`x 1/e"MLA110N • •.0 '4'x 1/8° ••} t SELF DRILLING SCREW (2)EA ANGLERf 3 3/8'BTT.LENGTH FOR • '��' • (2)EA ANGLE 4'X i'X 1/4'Ham �+ 1 x 4"x j/° ••• -- ALUIL 1L18E MIAlKNR • •••23 x 4'x 1 • 3 5/8`Ne IENGiH FOR • N 1"x x 5°X 1/8` 4'X 2°X 1/8`MI um1' ' " ALUM.ANGLE / MAX $ .,•• .• • • , x Y / 1 r—� BY N�BULY(OR Y�DEN SiR�ri1RE b0 ,• •• • n u d n BY URM.n u a MUST BE PROPERLY ANCHOREDu u 3 TO WRHSTAND LOADS NPOSEI 8Y GLAZNLG PRIDDUCIS snwmx APPROVOVED BYBY OFFTCIAL1/4"ELCO ULTRAODN MOM PRIOR TO MU LION MAUATM UCK OR WOODEN WRLf URE 1 3/S MNL iDFITE0 ITKID WOOD 1/4`ELCO ULTRACON ANCHOR • ••• •• •r �•,••• SIALL BE PROPERLY ANCHORED M PER ANGLE 1 3/8'MR WEO W INM WOOD ° i • •• TO WMISTAND LOADS IM AD BY GLAZINGSIDE VIEW B (2)PER ANGLE x •i •.• •.•• 1 •••••�2° QWCIURE AND BE APRODUCTS PPS BY IIIJILDING OFFICIAL • • PRIOR TO MULLION B�TALLATION 7'rca7U TRRVl= DRAW9di 1 TOP VIEW � M2011 .c�p►pt�g•dhmeFRw� ` NOTE:ANCHOR COLRKXX&TION/TIM A2MAIM ILS S W FOR, SIDE VIEW A ily FOR ANt210Ri°xDESIGN LOADS SEE TARES f 2 AND 0 3 ON xSHEEM 4 1N D 5 OF 21. s NTs Ftp PE 51393 SHEET 9 OF 21 ANCHOR CONFIGURATION TYPE A3 „- FOR 1° X 4' OR Y X 4 MULLIONS NUMBM.ER OF ANCHORS PER ANGLE _ (3) ULTRACON ANCHORS 2'X 5'X 1/8'AI AWE ��'" B WITH 2' X 5' X 1/8'ALUM. ANGLES SUBSTRATE: 1" 13Y WOOD BUCK FASTENED TO GROUT FILLED BLOCK 3°5/8`MT. LENGTH FOR 2"X 5'X 1/8" 4 4" X 1'X 1/8'NIAim Al1JM ANGLE „„+;gr 1'OR Y 3 3/8'W. LEUCIN FOR Wmdm /14 fXLn KWI(FLEX SIF DRILLING SCREW 5/8 `x OR 9z&m. fes SELF DRILLING SCREW 4'X 1'X 1/4`LTH FON ALUM.TUBE MUWONi (3)EA MXXE (3)EA ANGLE I I 4'S °X 1 MULLION ktlHf 1'x 4 x 1/a "m.TIINE IARUON I _– �" Tea INooe 1°x 4°x 1/4 --- 1'x 4 x 1/8' Y X 5'X i18' ® 1'BY WOW BM BY TONERS. > Fimdn 3= 2'x 4"x 1/8° 1'x 4'x 1 f 4' AUfld ANGLE rin t�?3tw-OM Ac's Y x 4°x 1/2°� SHALL PROPERLY ANCHORED �y� ytte TO TRANSFER LOAfxi TO INE 51RlX:TURE AND a u n n n n SHAH1 APPROVED BY BUILDING OFFICIAL PRIOR TO MULLI N IWALIAnON II- a II a 11 a'A II ap u�' etM p U a �---- b II• II � •a II II ye V U .• V e V.- V in -1 SWILL PROPERLYYOlHEANCHORED �1/4'ELOO ULTRA=MX 2 1 1/4'ELCO ULTRACON ANCHOR THROUGH 1 BY WOOD BUG( THROL0 i'BY WOOD BUCK Z -I'BY WOOD BUCKS N _ _ TO TRANSFER LOADS M THE STRUCTURE AAI) 1 3/4'MIN. E1 NT INTO 1 3/4'MIN.EMBEDMENT INTO C SHALL BE APPROVED BY B ILMNO OFFI X CONCR EIE/mASONRY COMMMMASSONRY j PRIOR iD MULLION INSTALLAM (3)PER ANGLE (3)PER ANGLE 1/2' 1/2° SIDE VIEW A SIDE VIEW B TOP VIEW W NOTE-MSR CONFIWWITION TYPE A3 AS SHOWN 5 VALID FOR 5i rx4"x1/8', 1°x4'xi/4"AM2"x4'X1/8'. FOR ANCHOR DESIGN LOADS SEE TABLES f 2 AND#3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A3 FOR 1° X 4' OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE a (3) ULTRACON ANCHORS IN WOOD WITH 2" X W X 1/8"ALUM. ANGLES SUBSTRATE 2' BY WOOD BUCK OR WOODEN STRUCTURE 2°X 5'X 1/8" #14 HILT KWt FLEX —f X 5 X 1/8"ALM ANGLE 1"OR 2' PLUM ANGLE • •• (r(x i # SELF DRILM SCREW 3 5/B'INT.LEN M FOR LUBE• • • • • (3)FA ANGLE 4"X 1°X 1/8"MHI a •• •1 ALUM.TUBE MULLION 3 3/8'INT.LENGTH FOR Z 4,x�f� • ••• 1"x 4°x 1/8° Y X 5°X 1/8" #14 HILA Kms(FLEX /8° 5/8 4"X i°X 1/4 MULLION a • •• "•••• — 1"x 4'x 1/4' t AURA.MOLE SELF(ALM SCREW3 518'W. LENGTH FOR R • !°•it 4'x 1/8► N• i • i Y x 4'x i/8" t I (3)FA ANGLE _ 4"X Y X 1/8'MIJLUN ,A• n u 1 u y • •••• •• •_• I •• t u u I u 2°BY WOOD BUCK OR WOODEN STRUCTURE z BY OTHM • •i•• • • •• A-++ • 1�r MAX� SHALL BE PROPERLY ANCHORED 1400 ••• •••i 1/4'ELCO ULMOCON ANCHOR n -u QTS TOU TO Mmsm� AND • POSED BY QLAZING •000; • L2'BY WOOD GIGC OR Vii STRUCiURE 1 3/e'MIN.EMBEDMENT BUILDING OFFICIA, 060: � BY OHM INTO.WOOD ED. SHALL BE M 'ED 1#Yi PRIOR TO MUWONW1ATtON • 090: ••• • WMWANDAND LOADS SHALL BE Y g1�ED BY GLAZING ANCHORED (3) ANGLE 1"MIR. 114'ELCO ULTRACON MUM wee*" PRODUCES TO THE STRUCTURE AND 1 31Y MIN.EMBEDMENT INTO WOOD • •••s • • • 1 9-• • POR 0 MULLION INSAPPROM TAILMON BUILDING OMW SIDE VIEW B (3)PER ANILE lf3 •••••• TOP VIEW• SIDE VIENH Aa 9x• Itmw Flatde M2NOTE ANCHOR tXtNtNlt3XtABON TYPE A3 AS SHOWN 6 YA1O FORA � eoatE g2MULLiONIS 1'X 4 X 1/8°, 1"X 4 X 1f4'MID Y X 4"X 1/8'. �-e FOR M MOR DESI Ni LOQ SEE TAMES#2 AND#3 ON SHEETS 4 AND 5 OF 21. SHEET to t>F zt FLORIDA PEERN51393 ANCHOR CONFIGURATION TYPE A3 2`x 5"x 1/8"ALUM.AWE B FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER ANGLE _ (3) ULTRACON ANCHORS 5 5/8°INT.LENGTH FOR - -- WITH 2" X 5- X 1/8° ALUM. ANGLES SUSSTRATE: 1" BY WOOD 13U CK FASTENED TO GROUT FILLED BLOCK Y X fi X 1/11"LQ►WON ;., _w.,Y • 5 3/B"DIT.LENGTH FORAUML AMU - (-CL� 2. $14 HA]i KWIK FLOC #14 HILI KNIK FLEX 5/6 2°X 8°X 1/4°MULLION ;x.�.•=. � SELF DRALAIG SCREW SELF DRQ SCREW AHTS BY WOOD BUMS BY MHERS. ALUMINUM TUBE MULLION (3)FA MK E {3}FA ANGLE PROPERLYSHALL BE AND ANDHORED m / ALUM TUB 1R1WON ,--C�� TO TRANSFER LOADS TO THE STRUCTURE 1746 W.3W rams 2°X 6"x 1/e - Y x 6°x 1/6" 2°x 5"X 1/8" - - SHALL BE APPROVED BY 01DING OFFEK aati N•N°31M 2-X 6°X 1/4 2"X 6°X 1/4- a' `t A-�ANGLE r I%CJW)3"—"M a y i/2' a PKEXt TO MULLION INSTALLATION re> )eaa IIIA �A 4t*a r 1/4 ELCO ULTRACON ANCHOR mu u e •a a , a as n a >ap s u a THROUGH I BY WOOD BUCK v a u,. u • a v v 1 3 4°Iatld EMBFI?L1E]NT INTO 4--4- / 1-BY W 13"M BY OIHERS 1/4 ETCO ULTRlM ANCIKS 2 1/2"MIN. Ft SWILL BE PROPERLY ANCHORED THROUGH 1°BY WOOD BOCK (3)PER ME z 10 SHALL BE APPROVED BY BUILDING OFFM Elt LOADS TO THE ST=W AND 1 3/tXMH EE//M0.tow O - PRIOR TO MULLION DWAUATION (3)PER ANGLE SIDE VIEW A SIDE VIEW 8 11/2° 11/2° P4 TOP VIEW NOTE:ANCHOR CONFIGURA=TYPE A3 AS MOWN S WUD FOR MULLIONS Y X 8 X 1/6°AND 2°X 6-X 1/4. FOR ANCHOR DESIGN WADS;SLE TALLU.ES/2 AND#3 ON MM 4 AND 5 OF 21. r • •• ANCHOR CONFIGURATION TYPE A3 •••• • •• FOR 2° X 6" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS IN WOOD ••00:iY • •Be i WITH 2° X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE Y'X 5°X 1/8-ALUM.ANGLE X5°lM� 5 51ir DIT.IENGIH FOR ••••ALUIL ANG i-• Le i 2° #14 HLTI KWX FLEX (14 HIM KWIK FLEX 2°X 6°X 1N mum • • ••�•• • SELF DRILLINO SCRLN SELF Maw SCREW 5 3/8°INT.LENGTH FOR i .... TUBE•• •• ••••�• ALUM.TUBE MULLION � (3)FA ANGLE (3)'EA ANGLE /8° 5�' Y x e"X 1/4°WWON a X 1/8 � - •• 2"x 6"x IN 2°x 5"x 1/8' Y BY w�RM OR WOODEN� � BY OTHER& 0110114"x 1/4° •• • •••• -2"X 6"X 1/4° `�a ALUM ANGLE a • ar- _----t- - PROPERLY ANCHORED • •• • 449000 i TD WMIAND I=BF(Y15EU BY GLAZING ••••• ,A n u as a PRODUCLS TO THE STRIX:=AND 6 • • • 0000 u u u u 1/2"MAX SHALL BE APPROVED BY BUILDING OFFTtX 00000 :•• • •••••• 1/4•EL(IO ULTRACON ANCLIOR i a 4'ELCO ULTRACOPI ANCHOR PRIOR TO MULLION NsLquwm z •• • - - -� - 1 3/8"MDL EMBEDMENT 6 1/3/8'MIN.EmeEm Nf INTO WOOD ••••• ••M • I • I• BY OTHERS. (QR WOODEN 5IRUCTURE INTO WOOD (3)3)PER ANGLE (3)PER ANGLE 00,00 SHALL.HE Pt PMY ANCHORED 1"WD �`1xI TO WRHMMIO LOADS IMPOSED BY GAZING - - PRODI=TO THE SIRUCRb1E AND SIDE VIEW B SHALL HE APPROVED BY BUtIM OFFM PRIOR TO MULLION MIAL ANION A ol a UPAWING No. SIDE VIEW A os � M2011 TOP VIEW NOTE AN(2LOR URATION TYPE A3 AS=0 IS YAW FOR a �p>� s*t- s- Oz-tt-13 MULLIONS 2"X 6°X 1/8 AND 2-X 6"X 1/4°. SCALE NTS FOR ANM DESIGN LOADS SEE TABLES# 2 AND#3 ON SHEETS 4 AND 5 OF 21. ay FRANCISCO HERNANDEZ F LOIUDA -PE 0 51393 �T t t IF 21 ANCHOR•CONFIGURATIONTYPE Bl' FOR 1' X 2" OR 1• X 3" MULLIONS NUMBER OFANCHORSPER LEG R 7 ULTRACON ANCHORS IN CONCRETE WITH V1 MULLION CLIP SUBSTRATE: 3.000 PSI CONCRETE , -_:x � • rORr { B CL 9 Aum"V1 MULLM CLQ kdmbft 6X, ALUM Y1 ! I I I 1 5x"xtNt amUXM FOR 1745 IL 33rd�00'i2 MUUM CLIP - r I ( I ____ 1 2 5/8'DIT.LENGTH FOR ,sos uuM Tum MiALfO, rn� ALUM.VI MULLXO CLIP �----__� ,•X 3•X 1/8"MtiU10N �c —•t,e A ALUM.TUBE , 2•MAX 1"xrxt/8• 1"x 3'x 1/8" p p U: ' p n 1�1.-1- 1/4'ELCO ULTRACON ANCHOR a' a, p . ' 1/4'ELCO ULTRACOII z YAKS 1 3/4 MR EMBEDMENT INTO 1 3/4'MDL EIIBEDMDIT Kill � CONCRETE E.O. CONCRETE (1)PER LEG. 2 1/ MIN. ) PER LEG MITI. TOP MEN SIDE MEW A SIDE VIEW B NOTE ANCHOR CONFIGURATION TYPE Bt AS SHOVIN ON THIS SHEET IS VALID FOR 5i MUII.IONS 1•X r X 1/8'AND 1"X 3"X 1/8'. FOR ANCHOR DESM LOADS SEE TABLE 1)2 ON SW 4 OF 21. ( : •"• ANCHOR CONFIGURATION TYPE Bl : •i•: •••• •Pte," X r OR 1' X 3' MULLIONS NUMBER OF ANCHORS PER ANGLE s.0( ) ULTRACON ANCHORS IN CONCRETE • • • • 11ATFI 2' X 2" x 1/8"ANGLE SUBSTRATE: 3.000 PSI CONCRETE r OR 3' • sees • • : • 0J14 HL71-M FLEX 1• /8" 5/ SELF DRAM B •••••• r%4"X 1/8"AUNd ANGLE • •(f)•M ANGLE•• ••(1-i •• •• N 1 5/8'W.LDWDi FOR •••• : • •• AUAL TUBE•• I I 1•X r X 1/8"MiLL10N a^ _ _ 2 5/9*W.LENGTH FOR • 2;%- •AHGLE/� C is HETI PNI�(FLEX r x r x 1/8� #14 I#LE KLD(FLEX U ---- D /s � •• • •• 1'x 3'x i WALKMt • • ••• •• •••• SELF DRIUMfG SCREW I AN(LE SELF SCREW U ,� =T� so*: ••• (2)EX ANGLE jl I� (2)� ANGLE ,A 000 go 1 rMAX z t+u�t.Tlf�MUULIO{d • • •• ° ° I I Q p °ll a. , p' ° I I a� °' It It • ii xi ri°x 1/8` •• _• • a_(� n a �- --1/4'ELCO IILTRNfDFI ANCHOR 114'ELCO ULTRACON ANCHOR 4" 1"x 3'x 1/B°••• • 11 3 WL Bmf INTO;r CONMETEED 11 33/ dT INTO � —F- YAWS (1)PER ANGLE 2 1/2°OL (,)PER.mm Z.. . SIDE VIEW A SIDE VIEW B DRWW No. TOP VIEW HoumaM2O11 1�.(tgQ$2,1 DAW-02-11-13 NOTE:ANCHOR CON OVAM TIDE Bt AS SIMON 1HIS SHEET B qv :- VALD FOR °•° � — SMML-NB MILLIONS 1'X r X 1/8`AND 1•X 3'X 1/8". FRANCISCO FOR ANCM 100 LOADS SEE TABLE 12 ON SHEET 4 OF 21. PE# 51,393 sir,a o> z, ANCHOR CONFIGURATION TYPE B2 FOR 1" X 4" OR 2" X V MULLIONS NUMBER OF ANCHORS PER ANGLE _ (2) ULTRACON ANCHORS IN CONCRETE IV WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: &000 PSI CONCRETE _ 8" -- 2"X 5"X 1/ ~ ALUIL ANGLE — 4" 2"X 5"X 1/8"xmA ANGLE S i 1° Y 114 HILTI KM FLEX #14 HILTI KVX FLEXILI I 3 5/8"W.LENGTH FOR �9,kIC. ALUM.TUBE I SELF lXMLB�IG SCREW SELF DI41JAG SCREW 4"X 1"X 1/8"w4mm W.Md Am 2 1"x 4"x 1/8" fi'-1 (2)EA ANGLE (2)EA ANGLE 3 3/a INT.LOW FOR �( +-� 1"x 4 x 1/4=--- ALUIL TUB Nl lm 4"X 1"X 1/$WLUDN vooOOs�ae-ens 2°x C x 1/8" N 1"x 4°x 1/8° Y X 5"X 1/8" 3 5/8F W.LENGLH FOR A p{^ 1"x 4"x 1/4' ALUM.ANGLE 4°X Y X 1/8"LLULLXIN Y x 4"x 1/8" t 1/2"LTAX. 11 s II 11 " n Iles a> a e II II 1/4"ELCO Lq.IMM AKf}4.OR u �n ° 1 3/4"MR EMBEDMENT INTO ►� I I v o v.• u r � v ° CONCRETE Z I I `•-1/4 ELCD ULTRACON ANONx t (2) PER ANGLE o 1 3/4"MIN. DEDma INFO t/2'4--- 1/2" SIDE VIEW A CONCREFE(2PERAN SIDE VIEW B PQ TOP VIEW NOTE:ANCHOR CO*IGURATOPI TYPE 82 AS SHOWN IS VALID FOR MULUWS 1"X 4°X 1/8°, i°X 4°X 1/4"ANDY X 4"X 1/8". FOR MOM DESIGN LOADS SEE TABLES#2 AND 3 ON SHEETS 5 AND 8 OF 22. • 0000 • •• 0000• • • • 0000•• 0000• • • • • • • 0000•• • 0000• •• •• •• •• 00:00 • • 0000•• ^L, 0000• 0000 0000 ZZNN • • • • • 0000 0000 0000• � • • •••••• • ZZ s •0000 •• •• 0000•• E 0 • • • •• •000• 0000 • • i 0000 P DRWAW No. � Ptoft M2011 AlW"IM'S'Coo fols"N 14 .Do 5--1 wr— s, SCALE:HIS OF Daae FRANCISCO 151393S}f1 ET i3 OF 21 ANCHOR CONFIGURATION TYPE B3 FOR 2' X 8" MULLIONS NUMBER OF ANCHORS PER ANGLE _ (3) ULTRACON ANCHORS IN CONCRETE - B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 3.000 PSI CONCRETE IT A1aD1 ANGIE r_ 2•X 5•x,/8"AUAd ANGLE " :r UNM � x 8° �N Slane I j Y /14 Ian KWIK FLEX /14 HU KW®(FLEX /8' 5/ 5 3/rY W.IENKiTFI 1748 � AUIM.TtW KXUON j �-- (SOF G sf32f1Y ((3) Ot �tB W FOR Y x 8'x 1/4°MlAl10N tNN AM 330°°is 2•x B"'X 1/e" ALUM. �(=0)384-9M2'X X 1/4 8' x lir 2'X 5'X 1/8" t —_ --— F"K305)112att8 ►A , 2'X 8°X1/4" I' �� 'i' t YMAX n° °a° 'u ° 1/4•IiW MMMIAPCON ed, - -----�- tl tl tl tl ° tl 1 3/4•MDL£il�'DMENf ARTo „a CONCRETE I I �1/4'RW BU ILDEX TAPCON 2 1/Y MOR. (3 O rn I CONCRETE e WL OMMENT INTO 0 - - (3)PER ANNE SIDE VIEW B SIDE VIEW A 04 NOTE:Aft COIFIGURA710NI TYPE B3 AS SHOWN 6 VALE FOR E++ MULL1OdS 2'X S'X 1/8"AND Y X S'X 1/4'. TOP VIEW FOR MOM DIST!LOADS SEE TABLES 12 AND 1 3 ON SHEETS 4 AND 5 Of 21. r •••. 7 ANCHOR CONFIGURATION TYPE B3 • •••• •� •• FOR 1" X 4' OR 2" X 4• MULLIONS NUMBER OF ANCHORS PER ANGLE — (3) ULTRACON ANCHORS IN CONCRETE ►� ••••i • •• i WITH 2" X 5' X 1/8" ALUM. ANGLES SUBSTRATE: 3.000 PSI CONCRETE 2"X5"X1/ • • • • I- • • 4• Y X 5'x 1/8"ALUM.ANGLE • • •�••�• #14 HILTI KMX FLEX #14 HILTI KWA(REI( 5/8° 5/ 4"X 1'X 1/8°WWON • 1'OR Y SELF DRILLING SCREW SELF DR{LLBRG SCREW 3 5/8'KF.LEITH FOR ••• • ••• j• (3)FA ANGLE (3)EA AXQE t 3 3/8•W. LEMGDI FOR t4 i 4"X 1'X 1/4"MaUOd < •••1I'�(4°x 1 " • �• ALUM.Ti�E MULLION ••iii 4 x i/8•• •••�• 1'x 4'x 1/8' Y X 5"X 1/8" -- -- 3 5/S INT.LENGTH FOR • 1'x 4'x 1/4° ALUM ANGLE ® 4'X Y X 1/8°MULIIOV z • A• •• Y x C x 1/8° 11t MAX. ••••• • •r- •••• a ° a ° s a ° e II ° ° °a °t° II ° � •••• •• • -yrs ii. e 1/4'DW BUULOIX TAPCON • • • • e u• 9 u m °' u ° u e n °ip ° u ° 1 3/4'WL EMBEDMENT INTO • • j • •,• v ° tl.• V � tl tl tr CONCRETE • t • • I �1/4"DW BURDIX TAPCON z t (3)PER ANGLE w ••••• •••� • 'I q l WL SIDE VIEW A CONCRETE EMBEDMENT DRTO SIDE VIEW 13 I (3)PER ANGLE MOD= Fly DRAM Na. tt3.O�8.�11 M2011 TOP VIEW NOTE MIOR CONflg1RATKIN TYPE B3 AS SHOWN IS VAIN FOR MIXUONS 1'X 4'X 1/8', 1"X e X 1/4'AND Y X 4'X 1/8'. IIr r g" ( wrs FOR AN01OR DESIGN LM SEE TABLES#•2 AND¢3 ON S}EETS 4 AND 5 OF 21. FRIWCISW HERNANDEZ FLORIDA PE# 51303 SHEET to of 2t ANCHOR CONFIGURATION TYPE Cl FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER LEG (1) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL =--� r WITH V1 MULLION CLIP SUBSTRATE' METAL 2'OR 3' - ~ i ALUMINUM V1 MULLION CUP - - B rCL 1.5/8-W. LENGTH FOR 1•x2"x 1/s'MIaLKNN 1 2 5/8.90:LFI M FOR AWIL VI _ _ ALUM TUBE MULL ON I n I I I 1°X 3'X 1/8'MULLION t W. 3=2 MULLION Pim Lam ----- r-------I Pin(305)384—"52 �n d------ MY APPROVED tIA11ON OR A ® it Ij h SHALL WIIHSIAND Ids BY oORCS t/rte Il. MMM nICKA®1 ANCHOR S iuR FORCES X14 HI.11 KMK FLEX MD®81M THC101tSS m 1/8' AIIJiA Tt I8I11flN SELF DOLLUM SCREW (SFE NOTE 7 ON SIM 1) I°x 2°x 1/8° - (1). LARY APPROVED MULLION OR PRIOR 10 MULLION @dSHALL BE APPROVEDSALLAISON BUILDING M= z 1'x 3°x 1/8" METAL STRUCIURAL NEIMM BY OTHERS FUN 1)SHU PER EO SHALL W ANCHOR SHEAR FORCES ELDRILLING INCRE MINIMUM TIS- 1/8"(SEE NOTE 7 ON BEET 1) E.D. ( REG L SHAH.BE APPROVED BY MUM OFF (1) MK PRIOR TO MULLION�TALIKION 1' TOP VIEW SIDE VIEW A SIDE VIEW B NOM-ANCHOR CORFOURAMON TYPE Cl AS SHOWN IS VALID FOR MULLIONS 1'X 2'X 1/8•AND 1"X 3•X 1/r- FOR NOW DESM LOADS SEE TAM#2 ON SIEET 4 OF 21. • • • ANCHOR CONFIGURATION TYPE Cl ••••i •••• i •• %R 1" X 2"OR 1° X 3' MULLIONS NUMBER OF ANCHORS PER ANGLE _ (1) ML71 KWIK FLEX SELF DRILLING SCREW IN METAL • • • WffH 2" X 2• X 1/8' ALUM. ANGLES SUBSTRATE: METAL ••••• • • qt • 2'OR 3" • Y X 2'X IISB° ,$i••i 1" /g° 5/ ALU f XX TMX 1118"ANGLE FOR ALUM. ••••• i • •• i •• ALUM TUB MULLION 114 HL71 KNIK REX 1'X 2°X 1/8`MULLION • SELF DRILLING SCREW 1 5X Y XT I�LRALmON •OM*NIL11 KWIK RU••• - + #14 HTLTI KW FLEX � 2'X 2"X 1/B' (2)FA ME lir __-- A SOF DRILWG SCREW IALIBI ANTdE_ (D ANY APPROVED MIDI.�N OR $ • * ARM �A • j� (2)FA AWESI IS p � p MEWL 5SRUCIU L MEMBERS BY omm N ••••• •• •• II I 1/f MAX SHALL WRHSTMM ANCHOR SEAR FORMS o •• ALM TUK• • • ••• !��D SCREW {SEE NOTE ON7 sHm 1) IN i I I •••••1"x 2'x 1�(ei• - - (1)EA ANGLE S�AI.L BE A�ROffD BY Mann OFFICIAL PR=TO MULLION 06MUAM 1'x 3'z l�"i•• ANY LSrRUCAPPROVED MULLION OR #14 IIILII IOSa(FLEX k' METAL STRUCSURAL BY OTHERS wmm 1HICIONESS= /81 (SEE NOTE 7 ON SHEET 1) E.D. (1)SHALL WlTHSIAND ANCHOR$HEAR FORCES DRILLING SCREW � SHALL BE APPROVED BY BURM OFFICIAL {i)EA ANGLE 1'.iWP1 mcum Ct' w1aanP Dmwmu;No. PRIOR TO MULLION WSTAUAIKSPI oac�ytng,v�m,pt8dis Bwwftomb �. y M2011 No TOP VIEW SIDE VIEW A SIDE VIEW { DaIkAE:02-i 1-tE NOTE:ANCHOR CONFIGUIMON TYPE Cl AS SOLA IS VAUD FOR BY S�t$' SCARE.NIS MULLIONS I-X1 FOR ANCHOR DEM LOADS SEE TABLE 12 1ON SNEET 4 OF 21. FLORIDA PE / 51393 SHEET 15 OF 21 - v ANCHOR CONFIGURATION TYPE C2 y FOR 1' X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER LEG = (2) HIL TI ICWIK FLEX SELF DRILLING SCREW IN METAL B WITH VI AND V2 CUPS SUBSTRATE METAL -.. P ALUM. MULLION CLIP 1" 2 Vl CLIP FOR 1"MULL ALUMINUM V1 MULLION CLIP V2 CLIP FOR 2°MULL I' I 4° 3 S/8P ML LENGifi Fit fig¢ j �c X 1 MUUION ALUM.TUB MtLJ1Or1 I 1 #14 ML11 KWIC FLEX ALLUMIVUM V2 MUUJODI CLIP We W. & 1"x 4'x 1/8' ALUM.TUBE MULLION I 1 SELF DRUM San 3 5/8P iNIL LFNGiH FOR PCS-9952 2"x 4"x 1/8" -- Irl, (2)PER LER 2'X 4'X 1/B°MUU. V vme(sa5)825 stts I I 1 N N II I I ANY 'PROVED MU11ION OR 11 4 METAL STRUCrLmL-MEMBERS EIY OTHERS 1 1 ANY APPRGAIEO MULLION OR 1/27 MAX. 4 SHALL ANIG:fXER SMEAR FORCES z --- STRUCTURAL MEMBERS BY OTHERS A (sEE NOTE 7 ON SHEET 1) o q_ SHALL WITHSIANDSHEAR FORM MINIMUM THi2 - 1/8"(SEE NOTE 7 ON SHEEP 1) SHALL 10 APPROVED BY BUIDICG OFFICIAL SHAD.BE APIW#D BY BUILDING OFT•TCIAI { I'R t TO MULLION IdSTALIATION 112" 1/Y PRIOR TO MULLION ISI LLAAON E.D. #14 HITT=FLEX SIDE YIEYI A 1 MIN' SELF DRILLING SCREW ,W TOP VIEW SIDE VIEW 8 (2)PER LEG 5i NOTE,ANCHOR CONFiGURATION TYPE C2 AS SHOWN S VALID FOR 1"X 4'X 1/8"AND 2"X 4"X 1/8'MULLIONS, FOR ANCHOR DESIGN UMOS SEE TAiMES 12 AND 13 ON SHEETS 4 AND 5 OF 21. • •• ANCHOR CONFIGURATION TYPE C2 • '•i••' -• 1"1" X 4" OR 2' X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE o (2) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL *� •••• • •0 QIM�n X.2* X 1/8"ALUM. ANGLES SUBSTRATE: METAL 4" 2"X 2"X 1/8"ALUM.ANILE ***go* B 3 5/B°INIT.LENGTH FOR •••• 2')P 4'X 1018° i i 5/8° 5/8' 4 X i"X 1/8"MILLION 1'OR 2° • :0:••• 3 3/8°DiP.LENGTH FOR • ••A• •• ION WK 4hir � ]•••••• #14}1111 KINK FLEX 1 4"X 1'X 1/4 M FO •M i 1r•'x i/8"• ••• • ALUM.TUBE MULLION 1 1 #14 LS.TI KMX FLEX SELF DRILLING SCREW I 1 3 5/8"IVT LIENGTFI FOR •ros r x 1/8' •• • 4 SELF DRILLING SCREW . (2)PER ANGLE ----- 4"X Y X 1/B°MULLION • '•• ' '•• ' #14 II.TI KWIC FIFX I, (2)PER ANGLE -©� ANY APPROVED MULLION OR � ••'••• SELF DRUM SCREW 1 °v` MEIAL SMUCRIIIAL MEMBERS BY OTHERS • {2)PER ANGLE jl 11 SHALL WITHSTAND ANCHOR SHEAR FORCES ... A ' 1/2"_AWX._ MI8161I!T mom= 1/8• • • • • �- (SEE NOTE 7 ON SIM 1) :.... --�• : SHALL' MULLIOAPPRIMN I SV ILIH.DIVG DFFK2AI PRIOR TO'MLRtIDN INSDWAIIO{d ; MY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS EIL X14 HLD KWIC FLEX SELF DRILLING SCREW MINIUM 7HIC2�SS MOOR /8'(SEE POPE 7 ON S7EEEE 1) i°MEN {2)PER ANGLE �f 1/Y i/2° SHALL BE APPROVED HY BUOIG OFFICIAL $ PSOR TO MULLION IVSIINi EON :-RoDuc,RHvtsw DRAWM Na +• ^'>WSio ' M2011 TOP VIEW SIDE VIEW A SIDE VIEN 21 DATE:02-11-13 NOTE ANCHOR CONFIGURATION TYPE C2 AS SHOWN ON THIS SHEET S VALID FOR ImD= -,$� SCALE NrS 1'X 4"X 1/87, 1'X 4"X 1/4'AND Y X 4"X 1/8'MULUONS. SCO HERNANDEZ FOR ANCHOR DESIGN LOADS SEE TABLES i 2 AND/3 ON%RIS 4 AND 5 OF 21. i8� 1'E 51393 SHEET 16 OF 21 .r. ANCHOR CONFIGURATION TYPE C3 $ FOR 1' X 4', 2' X 4° OR 2° X 8' MULLIONS NUMBER OF ANCHORS PER LEG m (3) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL WITH V1 AND V2 CLIPS SUBSTRATE: METAL ALUM.MULLION CLP a " l ALUM.TUB MULLION Vt ii FOR 1°MULL I°OR Y 1'x 4°x 1/8° V2 CUP FOR Y MULL 4°OR 6• ALUFAMUM Vt MULLION Clff' ;:•:._. 3 5/8'UT.LENGTH FOR Y x 4'x 1/8° Y x 4'x 1/8°MULLION S>ee wwom 2'x 8'x 1/8° I I ALLUMINUM V2 MULLION CUP I^I S HU DRILLING FLEX 3 5/6'W. LENGTH FOR S � ALIA1.RIS MlL11ON rn SELF oRaLn(c SCREW I I Y X 4'X 1/8'MULLION Fft(305)3N-9a a IIII31 (3) PER LEG 1 1 F�(3os -5�ie °N IIf 11I 11 p A ---__--- ------- 4I ANY APPRM MULLION OR d t METAL STRUCTURAL.MEMBEIRS atr or1IERs 1,,, MA) $ SHALL WITHSTAND NOW SHEAR FORCES J� MINIMUM THx a 1/8° Ad1r APPRM MULLION OR (SLE NOTE 7 ON SHEET 1) METAL STRUCTURAL MEIMERS BY OTHERS SHAD.BE APPROYEU BY BUILDING OFFICIAL z L L SHALL WITHSTAND ANCHOR SEAR FORCES PRIOR TO MULLION ULSTA LARON O .1/2- SHALLMINIMUM MOM a BUI(SEE NOTE 7 ON s}�ET 1) 1�EDJ. �K�n KWI r 1/2° SHAD.�APPROVED BY SIG OFFICIAL. . PRS TO MULLION INSTALLATION SEL PER LEG TOP VIEW SIDE VIEW A SIDE VIEW B NOTE:ANCHOR CONFIGURATION TYPE C3 AS SHOWN S VAIN FOR 1'X 4°X I/8.Y X 4•X t/8°AND Y X B°X 1/8° FOR ANCHOR DESIGN LOADS SEE TABLES/2 AND d 3 O1'StiEEls 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE C3 i •••• Y X Y X 1/8°ALUM.ANGLE • FOR 164(•4P, Y X 4e OR•E' X 6' MULLIONS NUMBER OF ANCHORS PER ANGLE _ (3) HiLT1 KWIK REX SELF DRILLING SCREW IN METAL 3 5/8°W. LENGTH FOR ••••: yyrTH 2'.K 2' X•1jl'ALUM. ANGLES SUBSTRATE METAL 1°X 4'X 1/8'MULUON •••••• 4'OR Ir ••••• • • • • 33/8'°Wx- LeM F� • • • • 1'OR Y 1'X 4 X 1/4 MUIiION SLUM•TUBE '7'•••••• 5/i 5/ 3 5/8°INT.LENGTH FOR • 1"x4'x18' •��it>"•x 1/4'•• •• $ •• •• 114 H6TI KW6C FLEX 2°X 4°N 1 8°MULLION / • • • • y�� 5 5/8'Ldf.LEAIGIH FOR W„ •*i)r4i x 1/8°• • •••!ft9.8 /° RUM.TUB MULLION—I { /14 WLTI IQM FLEX SELF L IG ScRu CL 1 2'X 6'X 1/4'MILLION "t • •1 fix 1/8° 11 ANGLE SELF DRUM SCREW (3) i o •••• •••• 2'x r x 1/4°• • •• • #14 HILTI Kft FLEX (3)PER ANGLE (� ®N ANY APPROVED MULLION OR $ ••••• •••• •••• SELF DRUM SCREW j{ I G META.STRUCTURAL MEMBERS BY OTHERS • • • (3)PER ANGLE I III 1 2°MAX a � WITHSTAND ANCHOR SHEAR I MES Z a ••••• •• • • ' •••'• • MUMM Tt a 1/S' • • • Ci (SEE NOTE 7 Did SHIFT 1) • '!v $HAUL SE APPRtWEb BY I I III)NO OFfICIAI i•••A A o • • • ANY APPS MULLION OR PRIOR TO MULLION QdSMUTM m ro• METAL SHALL STRUCTURAL TUR MEMBM BY OTHERS FORCES #14 HILM MFLEX SELF OR8.M SCINW 1°L6!<d (3)PER ANGLE 1-Lo-4 MINIMUM THICKNESS- 1/8°(SEE NOTE 7 ON SHEET 1) SHALL BE APIPROVED IlY Plat TO MULLION INSTALLABI IG OFFICIALTION SIDE VIEW B z bRWI1Hi0 N. 900=Ravtm 44 SIDE VIEW A M2a11 { 1/Y 1/2° at5-o .2J S=l$— oAYe NOTE ANCHOR CONFIGURATION TYPE C3 AS SHOWN S Wd.IO FOR MULLIONS 1°X 4°X 1/8'. t'X4°XIle,YX4°X1/8'.YX6'X1/11'AND 2'X6•X1/4°. FRANCISCO SCALE WS TOP VIEW FOR AN( DESIGN LOADS SEE TRIBES#2 AND 6 3 ON SHEETS 4 AND 5 OF 21. H f 3 curry 17 of 2t f ANCHOR CONFIGURATIONS D2,D3 AND D4 MULLION TO MULLION CONNECTION M FOR 1" X 2". 1" X 3" AND 1" X 4" YUWONS <,. rWITH U CLIPS SUBSTRATE MUAL -- I ► c I ► hL c I ► c l ► c l / c I ► c ta 'a ' Fmn( -5118 I 2• I I 2• I I 2. 1 14—{ I �, I I �, I I a. I 5 16/ i /8"{ 8' Wei 15/6' S/e•I {5/B' 511HIsm 6/�I I�� 61r 5 z O I I { I I 11L I ® ® I ® ® I I ® ® I' I ® ® I I ® ® I I ® ® ® I I I i I I 1 I I I s/,6• I 7/8' �7,VsAJ l �i/8• 7X 71r 5 ,6/,6' 1 6/8' 15/,6° 5/ I l I . Y•. r r OR 6 r a"OR 8" 4'OR 8" • • 0000 • •• '•' I / c 1 ► c 10 �"a' "-> 1 ► c I ► c • ANCHOR gQ§RG.D_2 C CONF[G D2 ANCHOR COMM.DZ ANCHOR CON= ANCHOR COPMG.D3 ANCHOR CONFIG.D4 • :*IW1 X26VO q%X 2" FORK2' •1" . TO 1" X 3' FOR 1"X 2"TO 1" X4' FOR 1" X 3"TO 1' X 3" FOR ,"X 3'TO ,"X 4" FOR 1` X 4"TO 1' X 4' • 000 CON4"vN•• :03 N CONNECTION CONNECTION CONNECTION CONNECTION a^ ••.• 0000 0000 • 906 00 • 0000 0.00 b • • up *fee SFE V CLIP MAIL T ONSHEQ2OF21 $ 0 . NOTE:ALL SCREWS USED FOR MLLION M hNUM CMMMONS ORAtt,l-0O Na SHOWN ON THIS SHEET SHALL IE 114 ME KWIK FLEX SELF DRUM SCREW M201 1 FOR ANCHORS DESIGN LOADS SFE UM f 2 ON SIM 4 OF 21. SND l�r'J�2� DATE.02—tt-13 • Daae �� s` SCALE:NTS SECTION C-C FRANCISCO PES r 15 of 2t TOP VIMS FOR ""yam ANCHOR CONFIGURATION ALI�L SLEEVE TYPE BR2,BR3,CR2 AND CR3 FOR 3 1/r0 90 A TUBE MULLION ROUND MULLIONS �� a wskffm*www ?sig_.ALUM TUBE MULLION = ��'3 1/2 o AND 4'0tJ8'116CK AWIL CIRCULAR PLATE Wks STItUCTURlA-�-/M WEEDED TO ALUM.SLEEVE. 10 1 r 5� \ SIRt�ItAtAI WIU.VWM 00*&. =12 :r n C4., ----- --� -- ---- •'�-� n 3 11r0 OR 4!0 M » •� AUAL TUBE MULLION -- \_ - ----- N D ALUM.SLEEVE `- 7-a FOR 3 1 Jr0 OR ALUM.TUBE MULLION WES STROM WALL � 5 1 Jr FOR 3 1/2' OdgRl lON ,�� `a OR BEAM C FOR 4'0 MULLION �� 'S w YAKS ANCHOR CONFIGURATION5 1/r FOR 3 1/r0 MULLLON Ir FOR 4'0 MUWON BR2 AND CR2 43 sr. •••• FOR IW ANGLE \`\ �� j ANCHOR CONFIGURATION i •••i •••• •••• \ % BR3 AND CR3 • •••••i • \ FOR 139 ANGLE • •••••• 3 1/r0 OR 4.0 \� i • •••• •• •• •• •• ALUM. ftlBE MULLION • • • • •. i - 1/6'MM ALUM.CViC"PLATE • •.•• • • •••••• ALUM.SLEEVE WELDED TO ALUM.SLED E •••• •••••• •••••• FOR 3 1/2.0 OR 4'0 \ • •••• ALUM'TUBE MULLION i • • • • •• VARIES • •••• 0000 • • 5 1/r FOR 3 1/2.0 MULLION •••••• 6'FOR 4 0 MULLION ANCHOR CONFIGURATION BR3 AND CR3 DRAW=Na FOR 90'ANGLES M2011 �. NOTE: FOR MULM AND MOM DES=LOADS SEE.TABLE#4 ON SHEET 6 OF 21. ^ � 2jIolascm O2-tt=t3 SGSE;Nis FRANCISCO HERNANOEZ FLDRIOA PE f 51393 SKEET 19 OF 27 ,. � ^ AUJM.SLEEVE 3 1/2"0 OR 4V TYPE JNR4 AND CR4 ' SIDE VIEWS FOR' -` ANCHOR CONFIGURATION TYPE BR2,BR3 AND BR4 - - ROUND MULLIONS -• _ 3 1/2"0 AND 4"0 • SUBSTRATE: CONCRETE _ $III�IC Wigs 3 1/2"0 OR 4"S8 3 1/2"0 OR 4"O 3 1/2.0 OR$Oi Mmkctw4 hx. ALUM.TIME MULLION t ALUM TUBE MULUON I ALUM.UK l UUJON 1 �,Pi— gME M 1/BY THM ALUM.Cmmm PLATE �+ ---- I 1/8°THICK AUAL CIRC"PLATE �+ ---- 1' 1/8"THICK.ALUM.CIRCLHAR PLATE melMg t�tte LD TO,ALUM.SLEEVE. MELOID TO ALUM.SLEDE. i WELD 1 ALUM SLEM I 1 i j 4 a a 11 p a a aIle tlp it p a a tlyp a II a a Ilp as p a 0 p • 1/4p�LryO Vppy\•W/uOp vu p tlttll b /4"ELCO ULTRACON ANCHOR tl pp 1�1 a 910 UITR * ACRu 1 3 M1 MDL EMBEOI M INTO 1 3/4"ISL SIT INTO 1 3/4 MIN. UGMMW INTO r3 CONCRETE CONCRETE z (2)PER PLATE (3)PER PLATE (4)PER PLATE O SIDE VIEW C SIDE VIEW D SIDE VIEW E 1�- ANCHOR CONW.RR2 ANCHOR CON UG.BR3 ANCHOR CONFIG.BR4 NUMBER OF ANCHORS PER L.EG = 2 NUMBER OF ANCHORS PER LEG 3 NUMBER OF ANCHORS PER LEG = 4 W NOTE:FOR MALI AND ANCHOR DISKXN LOADS SEE TABLE 14 ON SHEET B OF 21. SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE CR2,CR3 AND CR4 3 1/2"0 OR 4 O • ROUND MULLIONS JWEI ALUM.TUBE M um • .00. 3 1/2"(�.AND 4"QS • • •••• • •• '1F�K ALUt�!!d CSAR PLATE • •••• • • • SUBSTRATE: METAL ro -'- TO ALIJIM!"SLOE •••••• METAL SERI mw MEINBERS BY OTHERS see* • • 3 1/2• 4'6 3 1/2'0 OR 4"(b TFI SS= IN '• • ALUM iMiIKXN ' ALLIM.TUBE MUUION (SEE NOTE 7 ON SHEET 1) 1 11"THM PLATE 1 Br THIP(ALUMiL N CRCLIAR PLATE SHALL WITHSTAND ANCHOR SHEAR FORCES • •. - !_t / �WM•C r / AND SHALL BE APPROVED LTY' �. • W ALUM§m SIME • • •• • iV 1 to-mr-i R�TURA1 BY OTHERS \ AL STRUCTURAL IMMBIDS BY OTHERS E D. CN FKW4 PRIOR TO 1NLpJ K!N DHTALLA110N S=1/B° MDIBLUM TMCBUff!S= 1/8" 1° • • ••• ON SHEET 1} (SEE NOTE 7 ON SH EET 1) f 14 BN.TI lom REXAND ANCHOR SHEAR FORCES SW�L VfITHSTAND ANCHOR SHEAR FORCES SELF DRILING SOME APPIiM BY BllaDI� AND SHALL BE APPI�ID BY BRNJXNG SIDE"VIEW E � • •• • l t lO MULLION INSTALLATION OFFICIAL PRIOR TO MAUON HISTALIATION {4}PER PLATE • ANCHOR CONFLG.CR4 • 1* • • : •••• 1"MOL X14}B0.Ti KLII(FTFX NUMBER OF ANCHORS PER LEG = 4 • • •••• •• • • • SELF DRUM�W • #14 MITI WK FLEX (3)PER PLATE 1 •••• SELF SCMETI SIDE VIEW C (2)PER PLATE SIDE VIEW D ANCHOR CONFIG.CR2 ANCHOR CONFIG.CR3 Z NUMBER OF ANCHORS PER LEG = 2 NUMBER OF ANCHORS PER LEG 3 M2011 °ems•1 s7�sz1 • �.. NOTE: FOR M&J.DIN AND MM DESIGN LOM SEE TARE 4 ON SHEEP 8 OF 21. A ,�� S`) 1 r DATE D2-11-t3 nr SCALL.NTS FRANCISCO HERNANDEZ FLORMA PE # 51393 SHEET 21 OF 21 e MIAMI• MIAMI DARE COUNTY Wma PRODUCT CONTROL SECTION DEPARTMENT-OF REGULATORY AND ECONOMIC RESOURCES(RER) 11905 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(780 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA} www.mtamidede.t ovteconoaiy Sunshine Windows Manufacturing,Inc. 1745 W.33rd Place Hialeah,FL 33012 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"20011181-0"Outswing Aluminum French Door--L.M.I. APPROVAL DOCUMENT:Drawing No.FD01-13,titled"Series 2001 Aluminum French Door-Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02108, with the latest revision "1" dated 01120/15, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami-Dade County Product Control Section 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 otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be.previded 4o the user by.the manufacturer or its distributors and shall be available for inspection at the jop site j 6 upstgjt1kBuilding Official. This NOA revises NOA No. 14-0109.06 and consists Af1h4 page. Aud Oideto pages E-1 and E-2, and Green Sustainable Attributes(GSA)page G--1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime.D.fiVcon,g.Et, . . . . . . . . . . . .. . . . . . . . . . •. i i•• �. :00 NOA No.15-0204.05 irttAM6DADS ourtTr �, Expiration Date: May M 2018 ��' Approval Date: Apr1123,2015 l`�t t� : : . : :': : : • : Page 1 ••• • • • ••• • • a Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA Is No.'s 14-0109.06 and 02-1104.03) 2. Drawing No.FD01--13,titled"Series 2001 Aluminum French Door-Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision "1" dated 01/20/15,prepared by manufacturer,signed and sealed by Francisco Hernandez,P.E. B. TESTS 1. Test report 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, Side--Hinged Door Systems,per FBC,chapter 24113.2.13,TAS 202-94 and per AAMA 1304-02 along with marked-up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7262,dated 05/15/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No.14-0109.06) 2. Test report 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, Side-Hinged Door Systems,per FBC, chapter 24411 3.2.1,TAS 202-94 and per AAMA 1304-02 along with marked-up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--3399,dated 08/16/02,signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 02-1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with the Florida Building Code 5th Edition (2014), prepared, dated 01/20/15, signed and sealed by Francisco Hernandez,P.E. 2. Glazing complies with ASTM E1300--04/09 D. QUALITY ASSURANCE .• •• • 1. Miami Dade Department of Regukory and c�• c i sources(RER). . Jaime D.Gascon,P.E. • P. odt f Control Section Supervisor . •• NOA No.15-0204.05 •• •�' •••Expiratlon Date: May 08,2018 Approval Date: April 23,2015 Or . . . . . . . . . . . .. .. ... . . . ... . . Sunshine Windows Manufacturing.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 140916.10 issued to Kuraray America, Inc. for their "Kuraray PVB GIass Interlayer"expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 5th Edition(2014)and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 01/28/15, signed and sealed by Francisco Hernandez,P.E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and organized under the laws of the State of Florida,dated 11/24/14 and a-filed by the Secretary of State. 3. Statement letter of conformance and complying with FBC 2010 and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 12/05/13, signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NOA No. 14-0109.06) 4. Statement letter of no financial interest and independence, issued, dated 12/05/13, signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NDA No. 14-0109.06) S. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report FTL-7262,dated 05/15/13,signed&sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 14-0109.06) 6. Laboratory addendum letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No.FTL-3399,dated 04/24/03,signed and sealed Joseph C.Chan, P.E. (Submitted under previous NDA No. 02-1104.03) 7. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No.FTL-3399,dated 08/16/02,signed and sealed Joseph C.Chan,P.E. (Submitted ander previous NOA No. 02-1104.03) G. OTHERS 1. Notice of Acceptance No. 140109.06,issued to Sunshine Windows Manufacturing, • Inc.for their Series"2001 French 8-Ft, Outswing Aluminum Glazed Door--L.M.I.", approved on 05/08/14 and expiring on 05/08/18. 2. NFRC U-Factor, SHGC, VT & Condensation Resistance Computer Simulation Report on: DDFR "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems"of the series 2001 Aluminum glazed outswing French door at all members, along with attached Description Table Abbreviations in Appendix, submittal Form and Drawings, marked-up by Fenestration Testing Laboratory, Inc., Simulation Report No. FTL-7625, pages 01 to 05 of 05, including Miami-Dade County NOA No. 14-0109A&approval dravOngs, sheets 01 to 08 of 08, dated 12/03/13 and .signed by'Jo,%:Si h Certified Simulator-In- Responsible-Charge(CSIRC). ••' ••: .: '.' (Submitted under previous NOA No. 14-0109.06) Guy •'• ':' .'. .•. �•• ••• Jaime D.Gas ntirt Prpdu$t fontroI Section Supervisor ••' :.. 000 ... '.• NOA No.15-0204.05 Expiration Date: May 08,2018 •• Approval Date: April 23,2015 X-2: . . . • . . . . . . . . . . .. .. . . . .. .. 000 . 0 0 000 0 . . t ` Sunshine Windows Manufacturine,_Ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I, GREEN SUSTAINABLE ATTRIBUTES(GSA) SCOPF,: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami Dade County, Department of Regulatory and Economic Resources(RER),Product Control Section(PCS). (SubmhYed under previous NOA No. 14-0109.06) mom 701-00 Simulation Report Product Glazing Components: G•8: G.9: No.: Descri tion U—Value SHGC 3/16 Clear 1.07 0.57 01-01 3/16 Solar Bronze 1.07 0.46 01-02 -3/16 Solar Ormy 1.07 0.43 01-03 3/16 Solex 1.07 0.45 01-04 1/4 Clear 1.07 0.56 01-05 FTL--7625 DDFR 114 Solar Bronze 1.07 0.44 01-06 1/4 Solar Opy 1.07 0.41 01-07 114 Solex 1.07 0.43 03-00 1/8-,SB60/0.040 PVB 1/8 clr. 1.03 0.32 04-00 1/$Solar /0.090 PVH 1/8-SB60 1.03 0.31 0540 1/8 Solar Md0.090 PVB 1/8-SB70XL 1.03 0.27 (Submitted under previous NOA Na 14-0109.06) L&Md Abbr tin : on: PVB Poly Vinyl Interlaer c1r. Clear Glass SB60 PPG Solarban 60 or 70 #2 Surface ical SB70XL PPG Solarban 60 or 70 #2 Surface Typical (Submillied under previous NOA No.14-0109.06) .. ... . . . . . .. I ... Jaime D.Gascon,P.E. Pgoduot�Gontrol Section Supervisor ' • • • NOA No.154204.05 "' •.Ealllration Date: May 08,2018 Approval Date: April 23,2015 • • • • • • • • • • • V .. • • • .. .. "AL. ' • s' 1z• SEE INTERLOCK S N CLUSTER a GENERAL.NOTES: L MAX X 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FM 5TH EDITION (2014). { I f 2.- SHUTTERS ARE NOT REWIRED. `D �D S- REFERENCE TEST REPORT FTL - 7262 DATED ON 4/15/2013. wsswwmim 6 8 18 p 4.- FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET 8 OF & SEE 2s 7/N3 25 7/af CLUSTERS DETAILS ON SHEET z OF 8 AND ALSO TYPICAL.DETAILS ON »45 W.as PI. \ SHEETS 3, 4 AND 5 OF 8. flMoc,.FlaW 33M2 MAX.D.L.O. MAIL D.L.O. \ • eve 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT ~s APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE n 6 /06 /// C LADS IMPOSED BY THE (LAZING SYSTEM TO THE STRUCTURE AND SHALL (� s / // BE APPROVED BY THE BUILDING OFMAL PRIOR TO DOOR INSTALLATION. azC • 7• ao S.- WOOD HOST STRUCTURE SHALL.BE SOUTHERN YELLOW PINE G - 0.55 OF $ � \ 15 � GREATER DENSITY. P4 \ 14 \ 14 •d 7.- WITH THE F MASONRY STRUCTUFtE FOR FOLLOWING REQUIITS: IJIAT ATTACHMENT SHALL COMPLY �Q \\\ \\ - CONCRETE STRENGTH Fe28 a 3000 PSI MIN. U A \\ B A \\ BLOCKS WITH ASTM M CMU MUST BE COMPRESSIVEE StRE1NGTH�OF�1.9 WEIGHT � a - FILLED CMU Fm' - 2000 PSI MIN. g THE OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS g W \ / w THAN 1/8'. K MIFL�M SHALL BE 6063-T6. N 16 co t- AUAM NU M IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED { • (BY OTHERS) AS SPECIFIED IN FISC 5TH EDITION (2014). •.•: •' 12' • •. 11L-- STEEL HOST STRU CTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL • • • • • • MAX. MAX � C SHALL BE FY - 36 KSI MW. 0 ••• •• • • �"' p� • •••• 11.- DOORS RN QINRIIG FULL USER PASSAGE SHALL COMPLY WN1N3-9 EGRESS ad • 72' REQUIREMENTS OF FBC 57H EDITION (2014). 'MAX. DOW F &V& MAX. DOOR FRAME WNTH •• 12- COLOPICOLONIAL.MUNTINS CAN BE APPLIED. • •••• •• •• •• •••• : ' .' :..:.. ELEVATIONS 13.-- SEE FRAME CORNERS AND PANEL CORNERS DETAILS ON SHEET 8 OF 8. •••• •••• •••• 14.- USE NON-SHRINK. NODI-METALC HYDRAULIC CEMENT GROUT PER ASTM • • '••••• • ' DESIGN PRESSURES C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. • • • • *Sege MAX DOOR DOOR LEAF OEM S � URE (P •• ••I •ER ••D•o P 00000 FRAME HEIGI-If (�) EXT. (+) INT. (-) • i- lits •• •• ♦" a : DOOjI.WATIONS, CHART, 3 OF '-W 77.13 77.13 G01100t& NOTES AND OF DRAWINGS. A 8'-� 2'-8" • 80.00 89.13 A 0000 & 2 OF 8 : INTERLOCK CLUSTERS DETAILS �! 3'-0' 80.00 90.00 a 3 OF 8 TYPICAL HEAD SECTIONS. 2'-6' • 80.00 90.00 q•j O O 4 OF 8 : TYPICAL JAMB SECTIONS. • - FOR DOOR LEAF UNDER 3'-0 SEE NOTE 11. RSV1SgD z ao�t/yptgw(d,BmAfeatLe 5 OF 8 :TYPICAI.Sal. SECTIONS. FLUSH BOLTS: � No. ' FD01-13 6 OF 8 : HORIZONTAL SECTIONS & INSTALLATION NOTES. l.-TOTAL.OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE 7 OF 8 :VERTICAL SECTIONS & MATERIAL.LIST. LEAF AT HEAD AND AT SILL OF EACH). 017E 05!18/13 2: ALL DOOR FLUSH BOLTS SHAD.BE ENGAGED II SCALE: N T S 8 OF 8 : CORNER DETAILS. ORDER TO ACHIEVE THE DESIGN PRESSURES SHOWN FRANCISCO HE EZ ON CHART. FLORIDA PE I) 51303 SHEET 1 OF 8 �?u+tfi .:��:^ gym'• 9m dim WA.•.•P!{4 dim Q6dm 1746 W.33rd RWB rAwd..N ucZ raoLuz DOOR DOUBIX DOOR (7C` CENTER LWE ` UNE �� Fina(3o 8-s��e 4- 1/4.0 WRACONS � S - 8/18'0 1M.TRACONS � 4 1/4'91 WK-FLEX i 9TT l 1 1CQNCRET16N.E EMBEDMENT Wn i INM 'YNDOD'/2'xaat E18#ordENr i THROUGHsBF RUM SCRM METAL WrrH MIN. 3 4" 4" 4" 4" 4";4" 4" �4"�4" 4" 4" s�s�ATE.THREADS BEYM THE . .... .... : . V 6:406. D.- D 7 :6:00: a ' •••• •• ++ CLUSTERJ)ETAIL CLUSTER DETAIL CLUSTER DETAIL . 0:00 •FU*A1TAdM&W TO CONCRETE FOR ATTACHMENT TO WOOD FOR ATTACHMENT TO METAL "+. ••*WITH OR 941"WOOD BUCKS AT FRAME BEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL •..: WPFRAME fiFAi MND FRAME SILL • ...... *00006 . .... • • • + • .. ... • • + • INTERLOCK CLUSTERS DETAILS �o �wknareTIwiQa $ ' DRAW=NO. FDO1-13 SCALE N.TS. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 2 OF 8 2 1/2" 1/4"0 ULTRACON WITH 1 1/4" MIN. 1/4°0 ULTRACON WITH 1 1/4' MIN. 1/4"0 KWIK FLU SELF DRILLING MIN. EMBEDMENT INTO CONCRETE. 2 1/2" 16BEDMENT INTO CONCRETE. SCREWS THROUGH METAL EDGE DISTANCE FOR MAX. ANCHOR SPACING SEE FOR MAX ANCHOR SPACING SEE WITH MiN. 3 THREADS BEYOND ELEVATIONS ON SHEET 1 OF 8 AND M�' ELEVATIONS ON SHEET 1 OF 8 AND 1" THE SUBSTRATE. iffMNV FOR hMX ANCHOR SPACING CLUSTER UE1AiLS ON SHEET 2 OF 8EuCLUSTER bETA1LS ON SHEET 2 OF 8. ED SEE ELEVATiQNS ON SHEET 1 OF B SHEETT2 OF SDETAfLS ON $UIISfl0 vndm . e. �� 4 a 1mmuk 745 VL W=2 He(30384-SM • e- .. .'4 .� � Fina(308)828-8118 g i" BY WOOD BUCK BY OTHERS MUST' BEga� PROPMY SEALED AND v� ANCHORED TO ' °< 4 tt j i THE STRUCTURE LOADS ! i I METAL STRUCTURAL MEMBER BY FF�I a 7/8" MIN. APPROVED BY BUILDING I I 7/8" MIN. I OTHERS SHALL BE MINIMUM 18 I I RUSH BOLT OFFICIAL PRIOR TO 1 ( FLASH BOLT I I GAUGE AND SHALL WITHSTAND ►� �± I ! ENGAGEMENT DOOR INSTALLATION. I I ENGAGEMENT 11 ANCHOR SHEAR FORCES. U V INTO FRAME INSTALLATION SWILL BE d� f ( THROUGH 1" X 5/8" I I (THROUGH 1" X 5/8` I I APPROVED BY BUILDING HOLE. HOLE. OFFICIAL. PRIOR TO DOOR "4 INSTALLAWK EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR . ATTAOOM14T TO CONCRETE ATTACHMENT TO CONCRETE ATTACHMENT TO METAL STRUCT. ••• THROUGH 1 X SVOM BUCK WITHOUT WOOD BUCK p . • • 1" : . MIN. 1/4 Mia. a • "0 KWIK FLEX SELF DRILLING E • •••• SCREWS THROUGH METAL I- .D. --- I • •••• .• ..1-0I SCREWS MIN. 3 THREADS BEYOND • • [*:*goo DEN STRUCTURE OR FOR MAX ANCHOR SPACING i 22XX WOOD BUCK (BY OTHERS). • ... SEE ELEVATIONS ON SHEET 1 OF 8 WOOD BUCK MUST BE PROPERLY • • .. r AND CLUSTER DETAILS ON r ATTACHED TO TRANSFER GLAZING d • •••• SHEET' 2 OF 8. . . SYSTEM LOADS TO THE STRUCTURE • • 1/4" ULTRACON WITH 1 1/2" AND APPROVED BY BUILDING ••• .• • MPI. EMBEDMENT INTO WOOD. O INSTALLATION.STALLTALLATIONN. TO WINDOW FOR MAX. ANCHOR SPACING SEE z • • °a • ELEVATIONS ON SHEET 1 OF 8 AND • 4 • • CLUSTER DETAILS ON SUET 2 OF 8. 4 T' •.... I I 7/8` MIN. FOR CLUSTER USE 5/16.0 I I FLUSH BOLT ULTRACON WITH 1 1/2" I I ! I ENGAGEMENT MIN. EMBEDMENT I O WOOD. 1 I ' N. FLUSH BOLT a I I INTO FRAME 11 ENGAGEMENT S o I I THROUGH 1" X 5/8"HOLEI ! INTO FRAME RE 1T LAUGH 1" x 5/B" INTERIOR EXTERIOR HOLE 04 enc eNm zo 01*-. EXTERIOR INTERIOR DA ° iTYCAHD SECTIONS ,-Qi3 PiZI ass ATTACHMENT TO MULLION ATTACHMENT TO WOOD FRANCISCO HERNANDEz FLORIDA PE # 51393 OF 8 1" X WOOD BUCK BY OTHERS MUST BE1/4" SHIM _...__ PROPERLY SEALED AND ANCHORED TO MA%• CnP} TRANSFER LOADS TO THE STRUCTURE AND WOODEN STRUCTURE OR APPROVED 8Y BUILDING OFFlCIAI. PRIOR To 2 X WOOD BUCK (BY OTHERS). -=-�_ ° DOOR INSTALLATION. AWOOD TTACHED BUCKS TRANSFER ROPER Y 1/4-x6 ULTRACON WITH 1 1/4' MIN. SYSTEM � TO THE STRUCTURE nes W.33rd Pkm EMBEDMENT INTO CONCRETE. AND SHALL BE APPROVED BY lumb fib" ° FOR MAX. ANCHOR SPACING SEE ELEVATIONS 3�a-� -� ON SHEET i OF 8. WINDOW INSTALLATION RTO -s�18 1 M'IN. INTERIOR 1/4.0 ULTRACON WITH 1 1/s• 1 MIN. INTERIOR MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. a' MIAMI—WADE COUNTY ° APPROVED MULLION �Za EXTERIOR (UNDER SEPARATE �) o EXTERIOR 'leo KWIK FLEX SELF DRILLING ° a 1 ) SCREWS THROUGH METAL WITH MIN. ATTACHMENT TO WOOD " 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE (y W ELEVATIONS ON SHEET 1 OF 8. METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM Vj ATTACHMENT TO CONCRETE 1/4" SHIM 18 GAUGE AND SHALL WITHSTAND R FORM. MAt UGH 1%WOOD BUCK INTERIOR MAX. �"'`' ANCHOR N S • • .... INSTALLATION SHALL � APPROVED • ,,,• • .. BY BUILDING OFFICIAL PRIOR TO W . • • • DOOR INSTALLATION. • •••• •••••• 1/4- KW IK FLEX SELF DRILLING • :0:00:• THROUGH METAL WITH MIN. g ui 3 THREADS BEYOND THE SUBSTAT£. • •••• •• .er FOR MAX. ANCHOR SPACING SEE r.*.. 1/4" ULTRACON WfTH Q ELEVATIONS ON SHEET 1 OF 1 1 4. Ile SHIM EXTERIOR . INT MX. ANHMAX. (TYP) INTERIOR • FOR MAX. ANCHOR SPACING i ...i ••� • SEE ELEVATIONS ON ATTACHMENT TO MULLION -- • • . .. • •.SHEET 1 OF 8. 06 is* • .. ,• ��• MIN. • • INTERIOR •. ��• . EXTERIOR ATTACHMENT TO METAL STRUCT. � W ° E) EXTERIOR TYPICAL JAMB SECTIONS N"R;� �,FD01-13ATTACEIMENT TO CONCRETEonT ��tsi,s WITHOUT WOOD BUCK ' Sca.E: H.TM FRAN13sC0 HEIiNANDEZ FLORM PE # 51393 SHEEP 4' S Y 1 A .t�ry� _ _ OPTIONAL WATERPROOFING. 5-11 WATERPROOFING DESIGN. b' MATERIAL AND INSTALLATION BY $I>rte HIGH STRENGTH GROUT. HIGH STRENGTH GROUT. "' OTHERS. MUST BE MIN. 3 KSI. MUST BE MIN. 3 KSI. ( ad ,hIC NON SHRINK, NON METALIC I I NON SHRINK. NON METALIC I I 1745 W.33rd Puma PER ASTM C1107. II PER ASTM C1107. I EdIra )SM-OM I I I I F�355 -stt8 EXTERIOR i i INTERIOR EXTERIOR i i INTERIOR WOODEN STRUCTURE OR I 2 X WOOD BUCK (BY OTHERS). a•, II WOOD BUCKS MUST BE 7/8" MIN. 1 r PROPERLY ATTACHED TO a H FLUSH BOLT a •.e % TRANSFER GLAZING SYSTEM ENGAGEMENT < LOADS TO 11� APPROVED BY >�DING AND INTO FRAME ` " •e ° - f8" MIN. OFFICIAL PRIOR TO WINDOW THROUGH 1" X 5/8" °' "• e• F USH BOLT r HOLE d " a• ENGAGEMENT n ' INSTALLATION �. 1/40 ULTRACON WITH 1 1/4" MIN. INTO FRAME °r 5/8- ENT INTO CONCRETE THROUGH 1" X 5/8" c 1 a FOR MAX. ANCHOR SPACING SEE �i a : ELEVATIONS ON SHEET 1 OF 8 AND " CLUSTER DETAILS ON SHEET 2 OF B. sr} 1" 1/40 ULTRACAN WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. ATTACHMENT TO CONCRETE MIN. EDGE DIST. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. FOR INTERLOCK CLUSTER USE 5/i 6; ULTRACONS WITH 1 1/2" • •• MIN. EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS ON • • • SHEET 2 OF 8. ••• : •, ATTACHMENT TO WOOD O ••••.. METAL STRUCTURALMINIMUM MEMBER BY GLAZING DETAIL • • • OTHERS SHAM � MINIMUM • HIGH STRENG dl GROUT. 18 GAUGE AND SHALL • •• BE N. 3 KSI. WITHSTAND ANCHOR SHEAR WIQdH SHWF Ift jmETALIC • 151 FORCES. INSTALLATION SHALL 0.090" PYB INTERLAYER • •� MR ASTM iC1107• •• BE APPROVED BY BUILDING 1/8" HEAT BY EL DUPONT. •••• ••••• • •• OFFICIAL DOOR OR INSTALLATION. STRENGTHENED �q�HEAT GLD ASSk' ." (;LASS v • •••: EkTLRIOR• •:ii INTERIOR EXTERIOR ARCHITECTURAL • •••• •• •• • •� PERIMETER TRIM • • • •• L 1/2" GLASS BITE (OPTIONAL) • •• 8 MIN. • (MINIMUM) •" TYPICAL SILL SECTIONS OW CORNING BN INTO FRAME --1/4"o KWIK FLEX SEF �i THROUGH 1" X 5/8" DWLUNG SCREWS THROUGH o HOLE METAL WITH MIN. 3 THREADS $ BEYOND THE SUBSTRATE FOR MAX. ANCHOR SPACING T" SEE ELEVATIONS ON SHEET 1 OF 8 AND DPAVM No. IN. EDGE DIST. CLUSTER DETAILS ON SHEET 2 OF 8 FD01 -13 qi L 0 DATE_Ob/18/13 ATTACHMENT TO METALSoq- NJ.S. FRANCISCO �NA NDE 11 SHEET 5 OF 8 8 INTERIOR ane 3 S S 6 7 5 S nea w.Sud t� taotoebft JOM3"—NW F093WJ828-8118 i1 H AOO 6 EXTERIOR 0 V/--\ REV. U U DOUBLE DOOR FRAME WIDTH INSTALLATION NOTES 1.— FOR ANCHORS MAX. SPACING SEE DOOR El"ATKMI ON SHEET 1 OF 8. 2.—FOR ANCHOR INSTALLATION AND CLUSTER DETAILS SEE 7TT-:3 SHEET 2 OF 8 AND TYPICAL. SECTIONS ON SHEETS 3, W4, & 5OFf ff 3.— *ATTAdENr INTO coNCRETE THROUGH INTERIOR C 0 1RNFOOIT BUCKUSE 1/4.0 LH.TRACON BY ELCO6 • • WITH 1 11/ WIN. EMBEDMENT INTO CONCRETE • • fr.4.I MIN. E� DISTANCE. • ffff •f f f 4.—FORfATi4CHMENi TO CONCRETE WffHOUT WOOD BUCKS f a•f f •• _t/4"{l} ULTRACOId BY ELCO WITH 1 1/4° MIN. r • • t�EA3 INTO CONCRETE AND 2 1/2' MIN. EDGE ffff ffff • v Less: •ffff• 5._;A?MZHMENT TO WOODEN STRUCTURE OR • • • a*4� BUCK USE 1/4" 0 ULTRACON BY ELCO + • f f f ♦f f f WTfiM t /2' MIN. EMBEDMENT INTO WOOD AND io . . . �•�IN! DGE DISTANCE. (SEE CLUSTER DETAIL) O EXTERIOR B • • 6 Z f i s•f ffff 8.—;:'OR ATTIICHWENT TO STET1. MEMBERS (18 MIN. GAUGk7 SINGLE DOOR FRAME WIDTH & ALUMINUM MEMBERS (1/8° MIN. WALL THICKNr S) ffff USE 1/4" KWIK—FLEX SELF DRILLING SCREWS. a 7.—USE HIGH STRENGTH, NOW SHRINK NON METALLIC GROUT(MIN 3 KSI) BETWEEN THE DOOR SIL.AND $5 THE CONCRETE SLAB CONTINUOUSLY ALONG THE SILL O asv�u HORIZONTAL SECTIONS _ �° "'13 DATE: 8 3 ^7A^ SCALE N.T.S. FRANCISCO HEIiNANDEZ FLORIDA PE # 5I.V3 SHEET 8 OF 8 t MATERIAL UST IN:ri<i. No PART Q7Y PART omuxw m MATERML 1 Oho--48913 1 FRAME HEAD 8083•-78 SEE NOTE 1 "ar c ai:• : OWN SHEET 7 OF 8 2 AS-•48912 2 FRAME.WdB 8083-T8 $ 3 GAS-46915 1 FRAME SILL 8083-78 &mshM Vadm M=dcbftk 4 GAS-46914 4 PANEL TOP AND BOTTOM RAO. 8083-75 1745 IL aka Pam 5 OAS-46910 4 PANE.STILE 8083-76 Fft 3M LEI 1 B GAS-48917 3/LFAME How 8003-15 Fina( )829-5tte 7 WS-46916 1 AOAPIER 8083-15 O4 B 8 GAS-•46928 AS ROWD FLAT FML COMER 6993-78 I I 9 GAS-46911 OPIlO M PERIMETER TRIM 698345 I 1 10 1LY73 AS REWD lox 1• 8 GRADE 8 SMEL QnG VVEgq�� I 1 11 1M818 AS TB:TYD # 10 x 1 1/2'Soon GRAM 5 Sim I 12 SEALANT AS RD4'0 DAY CORNTNG 899 SUMNE EXTERIOR I I 4 INTERIOR 13 WW21NKOQ20 AS REYo LILM FIN WMERSEAL BY ULDWAS.187 x.320 POLYPROPYLF] I I 14 RA- 1 LM(1A712Q Z9IC U 15 W20MIABOP 1 LOM(ODD BOL» zm W t:9 to 1T.11St WLTS 2/LEAVE FUM BTx7S ZINC/S7F8 z tfED L.M.I.F430 NT GLASS 17 x109HT--100 I AS REQ'D D SM" FOAM RIMER SEAL EPDM m (1/8'H.S.GLASS+0.09 PMB+ 1/8'H.S.GLASS) (►j 9 BY E.I.OL43M • •• a f�j��jt �G ( • •• •••• • O W • • moi. • n .07$' 'M aD V • ••• •••••• 11 o O to • 't• � 4 0 • ••• :••••• }• 5.00 5.00 j 5.00 I ••• • ��• • 3 r -{ •• ••• •• •• • ILI n a0 iSEE NOTE t i(J)h G. 7.062- •i "SHEET 7 01081•• • • o o I: 1.908" M • 4.00 4.375 •• •VERTICAL SECTIONS r n ® n o r O © CO O 6 o 1VOTE: o lllm 1: 7/8'MIN.FLUSH BOLT EENT. &50 $5wOB FIaMa r No (� �.. .. f Do l—13 V O MAW- l5/13 C7�a?A"1� SWJE: NTS. ade �•tt1N1� FLORIDA PE 1 513093 StmEr 7 e e TOP CORNER F=: _ y. sra„� 2 10 BY 1" PH. PAN HEAD SMS W=E,, TOPCORNER %'-�`"�`='-2 10 BY 1 1/2" PH. `.'==- N UT HEAD SMS \ nes W.33rd va 2 IlbbdA F1aIAo 37012 Pk( M->� -0118 g � . .. 2 10 BY 1 1/2" PH. FlAT HEAD SM$ a • .•.i ..•• ��• W C • •i•• • • 2 j 10 BY 1' PH. PAN HEAD SMS Vwndm • • �f" •� • �•�/•• BOTTOM CORNER z �.•.•• BOTTOM CORNER DOOR PANEL CORNERS DOOR FRAME CORNERS SCAM- NTS SCALE: NTS PROD=RRVMD DRAW=Na as Owy FD01-13 No 01�2O"�S' °ATE`OS/18/13 Aimat SCALE N.T.S. FRANCISCO HERNANDEZ FLQ"DA PE 5130 SHEET 8 OF 8