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WS-17-2067 j `, .. .� __ __ � �-��j�' _ i , s 1 i { 0 ar �5 � ��=t �t r a �� r b�,"' q e i._ .,�*�` a�3 ,�%H'£� �� qYr 4{ a ��g . t z � t a � �1"'3� F' Y � ram u`8:. � �k{ � ��t`�"�r�, p � ��.a � � ty y 3 i � �j {�$:�' "�i r�a.�;� Permit NO. WS-8-17-2067 Miami Shores Village Permit Type:Windows/Shuttelrs �+ 10050 N.E.2nd Avenue NE Per� ' nrk Classification:Window/Door Replacem " Miami Shores,FL 33138-0000 Phone: (305)795 2204 Permit Status:APPROVED F�ORI'D p' Issue Date:8/17/2017 Expiration: 02/13/2018 Project Address Parcel Number Applicant 10501 NE 3 Avenue 1122310130390 Miami Shores, FL 33138- Block: Lot: JUAN &VERONICA SCATENA Owner Information Address Phone Cell JUAN&VERONICA SCATENA 160 NE 118 Street (305)759-4500 MIAMI SHORES FL 33138-2007 Contractor(s) Phone Cell Phone Valuation: �14,390.00 HORIZON WINDOWS CORP (786)298-6941 (786)298-6941Total Sq Feet: Type of Work:WINDOW&DOOR REPLACEMENT Available Inspections: No of Openings: 15 Inspection Type: Additional Info:WINDOW&DOOR REPLACEMENT Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 Invoice# WS-8-17-64891 DBPR Fee $3.75 08/17/2017 Check#: 1674 $290.50 $0.00 DCA Fee $3.75 Education Surcharge $3.00 Permit Fee $250.00 Scanning Fee $9.00 Technology Fee $12.00 Total: $290.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a o �Fe,I authorize the above-named co tractor to do the work stated. 1 August 17, 2017 Au ho ed Signature: ner / Appli nt / Contractor / Agent Date Buildi g Department Copy August 17,2017 1 ivilamizinores vinage VIM— Building Department AUG 17 2017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(3135)756-9972 INSPECTION LINE PHONE NUMSERr(305)762-4349 FRC 20) BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. �E1UILDIING: ❑ ELECTRIC [_-j ROOF11 NG Ej REVISION F--j EXTENSION ❑REN EWAL F__JPLU1MBING ❑ MECHANICAL ❑PUBLIC WORKS F-1 CHANGE OF F-1 CANCELLATION F7SHOP CONTRACTOR, DRAWINGS 1,013 ADDRESS: f 0 S44 tV C-- �ae_ City: M iami Shores County, Miami Dade, Zip: --'>3/ 3 2 Folio/ParcelM Is the Buildingff—istorically Designated:Yes NO Occupancy T ec Load: Construction Tyre: Flood Zbne-- 8FE: FFE: JOWNER.Name,(Fee Simple Titleholder}: Adtitess- IC)S22 I Ah—_ City: IL-t-4_ State- zip:_ Tenant/Lessee Name: Yhone#-. Email: CONTRACTOR-Company Name: 410 Q-i 2_<:,a Phone#: Ad,dress- szz�p City: —ftate: Zip: 3 (4P�e M 7— Phone#: Clualifter Name-. State Cerdficafion or Registration 4: Certificate of Competency 4V O '9 b 4Z)Q 2,V1 DESIGNERt ATc1hitect/Engineer: Phone#: Address: City: State-_Zip- Value of Work fbr this>permit: 1 -310 SquarefUnear Footage of'Work: Type*fWork: F-1 Addition F-1 Akerartim F-1 Q7 flew` Repair/Replace ❑ Demolition ?,Desixiption of Work.- Q_ 0_)indQoxz 5 acors L r Specif y color qf c�lvr th r**u' tife. A Li j '4 Submittift Fee Permit Fee CCF.5 CO/Cc$ Scanning Fee Radon Fee DBPRS Notary Technology Fee S Traiining/Education Fee$ Double Fee Structural Reviews$ Bond S TOTAL FEE NOWDUE S Bonding Company's Tame(if applicable) Bonding Compan%es: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_ l certify that no wank or installation has commenced prior W. 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 he secured for ELE+CMIC,.PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,'HEATERS,TANKS,AIR OON[}MONERS,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 SMITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CCDM ENCEMENT.f� Notice to Applicant_ Asa condition to the&mance sof a building permit with an estimated value exceeding$2500, the applicant must promise to good fakh that ca copy of the notke.of.commencement and.construction lien taw brochure wilt be..delWred to the person whose property is subject to arttachmenr. Also, a certified copy of the reworded notice of commencement roust be posted at the job site for the first inspection which reccurs fever? (7) days after the buildings peranit is issued. In the absence of such postednotice, the inspection will not be approved and a reinspection fee will be charged. I Signature Signature OWNER or AGENT CO CTt7R The foregoing instrument was acknowledged bef¢are me this: The foregoing instrument was:acknowledged before me this Z. day of �l��bAr_ .20 Q .by /'� -<dayrof �J°a .20 1-7by +r n•, Sr-� t who is personally known to _S oc \ �o(r-Z, who is personally known to me or who has produced �.l... as me orwho'jtas produced as identification and who did take an oath. identcfication and who did take,an oath. NOTARY PU8 NOTARY PUBLIC: I Sign. Sign: II Prbat; L1,:N� Z Prints Seal: . Linnet Hernandez Sear. �'dj/�, Linnet Hernandez �"= Commission; GG071757 1'- Commission i GG071757 ' Expires: Feb. 9, 2021 �` Expires: Feb. 9, 2021 -;�;a °' Bonded thru Aaron Notary -' o� °'� Bonded thou Aaron Notary //7// APPROVED BY Plans Examiner Zoning Structural Review Clerk Re,iaed02t24120 a) Y 5NOR� ES Miamishores Village ` { Building Department ones n 1 Olivet" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 "_e,��s ES tN Tel: (305)795.2204 lORlpA Fax: (305)756.8972 Insl2ection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknow nt: e'�� yr qje 4E�;)Lcq Qua fier/Owner Signature Date Print Name Project: VERONICA SCATENA Engineer: E.F. 10501 NE 3 AVE MIAMI SHORES, FL 33138 Printed on: 8/14/17 Building Characteristics h= 14.00 ft (mean roof height of the building) L= 49.00 ft (Short horizontal dimension of a building measured parallel to the wind direction) B= 49.00 ft (Long,horizontal dimension of a building measured normal to the wind direction) h/L= L/B= 1.00 (ASCE 7-10,Table 26.9-1,page 256, Z= 8.40 ft Zmin= 15 ft Terrain Exposure Corstanti) '0000• 000900 c= 0.20 ft = 500 ft e= 0.20.6ft •00.0• 9• 806.00 60 0 9000•• ...... Design Criteria .... :*6000 6 ..... ASCE 7-10,Chapter 30, Part 1 000000 00:0 ..;.6' Risk Category 11 (ASCE 7-50,Section C1.5,page 380) FBC-2014,Section 1604.5 •• •• •• • •••••• 6 Exposure C (ASCE 7-10,Section 26.7.3,page 251) FBC-2014,Section 1609.4.3 :6•s•i • V= 175.00 mph (ASCE 7-10,Fig.26.5-1,page 247) FBC-2014,Section 1620.2 -0-0-0.6 6 6 9666.6 Kh= 0.85 (Velocity Pressure Exposure Coefficient,also Kh,ASCE 7-10 TABLE 27.3-1,pat 9261'bosed o1)'zf• ; • • •• Kd= 0.85 (Wind Directionality Factor,ASCE 7-10 TABLE 26.6-1,page 250,based on structure type) Velocity Pressure qh=0.00256 Kh Kd V2 [Ibs/ft2] (ASCE 7-10,Eq.30.3-1) (NOTE:section 26.8 of ASCE 7-10,p.251 does not apply(i.e.,Kzt=1.0)) qh= 56.64 PSF ghasD=qz 0.6= 33.99 PSF Determination of wind pressure(p) (ASCE 7-10,chapter 30,page 318,Components and Cladding) P=gh(GCp-GCpi) [Ib/ft2] (Eq.30.4-1) (ASCE 7-10,30.4.2,page 318) Gust Effect Factor (ASCE 7-10,26.9,page 254,Rigid Structures) Gcpi+= 0.18 (Internal Pressure Coefficient,TABLE 26.11-1,page 258)Enter 0 for open bldgs.0.55 for partially.. G — -018 enclosed bldgs.or 0.18 for enclosed bldgs. W M cpi-— . P. Determine a: 6bzw a= 4.9 ft or 5.6 ft (whichever is smaller) 4.9 cgntrots :> , a'U 1 but not less than 1.96 ft or 3 ft 3 controls> i. Use a= 4.9 ft �' q Windows and Doors Pressure reduction factor= 1 (Fig.30.4-1,page 335,if 0<10°reduce GCp by 10%) qh= 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 ZONES ZONE 4&5 ZONE 4(-) ZONE 5(-) ZONE 4&5 2 Window 10 ft38 38 10.00 -1.10 -1.40 1.00 43.50 -53.70 40.10 -� WS 1 -1 -2x0(61 MIAMI• iVIIAMI DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w%vw.nfl6midade.gov/economy Sunshine Windows Manufacturing,Inc. 1745 W.33's 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 Co jgty RER— Product Control Section to be used in Miami—Dade County and other areas where gllowpd by tlih,.4hority •••• • Having Jurisdiction(AHJ). ' This NOA shall not be valid after the expiration date stated below. The Miami-.W4e Count)c product ....:. Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miarni►4ade County}reserve •••• the right to have this product or material tested for quality assurance purposes. If tiii1 pfoduct;gr.VWerial • • fails to perform in the accepted manner,the manufacturer will incur the expense of stlM testing Ind the AHJ '•;••. may immediately revoke, modify, or suspend the use of such product or material U21111:their 3>:rUlic tion. • 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 applico;bj building cede. •��;• This product is approved as described herein, and has been designed to comply with the Flor1M•1Mlltlding Code, including tlue High Velocity Hurricane Zone. 000 DESCRIPTION: Series 112000"Aluminum Single Bung Window--L.M.I. •" APPROVAL DOCUMENT: Drawing No. SH08-01, titled "Series 2000 Aluminum Single Hung Impact Resistant Glass", sheets 01 through 06 of 06, dated 04/02/08,with revision no. 2 dated 12/05/14, 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 natne or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its. distributors and shall be available for inspection.at the job site at the request of the Building Official. This NOA revises NOA No. 12-0320.07 and consists of this page 1 and evidence pages E-1 and E 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon;P.E. NOA No. 14-1224.08 MIAMMADE CO � y,I� Expiration Date: April 24,2018 �j Approval Date: April 09j2015 Page i w � Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0219.03) 2. Drawing No. SH08-01, titled "Series 2000 Aluminum Single Hung Impact Resistant Glass",sheets 01 through 06 of 06, dated 04/02/08, with revision no. 2 dated 12/05/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. 1B.0000 TES'VS• •;,• •,•„•1. ,.T;jtreports on: 1) Air Infiltration Test,per FBC, TAS 202-94 ..:... 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 • •;••�; •••••• 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 ..... .... ...... • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ...... . .. .. .. •. ...... 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 •:•••• : along with marked-up drawings and installation diagram of a series 2000 aluminum • �; .'gingle hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports ' ' : ."0* ' NY's FTL-5253, dated 10/02/07 and FTI -5252, dated 08/17/07, both signed and •• sealed by Carlos S. Rionda,P. E. (Sitbmitted under previous NOA No. 08-0219.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition.(2014),prepared by manufacturer, dated 12/10/14,.signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14--0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer"expiring on 12/11/16. 2. Pecora Corp. Part No. Pecora 895 EPDM exterior glazing gasket complying with ASTM C 79430 pli, ASTM D412Tension of 550 PSI, ASTM D 624- 10 lb./in., ASTM D 2240—Hardness Shore A 27 Durometer, ASTM C 510—None, ASTM D 471-70 HRS 2577 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. Jaime D. Gascon,P.E. Product Control Section Supervisor NOA No. 14-1224.08 Expiration Da to: April 24,2018 Approval Date: April 09,2015 E-1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5'h Edition (2014) and of no financial interest,dated 12/28/14, 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 filed by the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010 and of nq.ur[ancial interest, dated 03/12/12, signed and sealed by Francisco Hernandez�•P.E. ..... ••••�• (Submitted under previous NOA No.12-0320.07) •• •• • 4. Laboratory compliance letters for Test Reports No's FTL -52ST:dated 107r0/M7 and! FTL-5252., dated 08/28/07, both issued by Fenestration Tesj=g Labotatory, Inc.,;••••; signed and sealed by Carlos S. Rionda,P.E. """ .... . ..... (Submitted underprevious NOA No.08-0219.03) •••••• •••• ••••• .. .. .. . ...... G. OTHERS 1. Notice of Acceptance No. 12-0320.07, issued to Sunshine %ndoyvs MaQAfacmring„ Inc. for their Series "2000 Aluminum Single Hung Window ekUl.", apffoved on: 05/17/12 and expiring on 04/24/18. •' Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-1224.08 Expiration Date: April 24,2018 Approval Date: April 09,2015 E-2 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . HEAD ANCHORS SEE CHART • •• • •• • • • • v 4 10"MAX. • • • •• • • • • • a 1 I Al A2q1D ..............DESIGN PRESSURES CHART-PSF Sunshine Wiindows FALSE MUNTINS MmfocfI ng,Inc. I ACT GSURFACE APPLIED) • •'� d1d C�olfe 0 DISIGN�t � (�1 1745 W.JNO PkMAY BE USED ' RSI Skc U1.R•• PRESSURE-PSFKM..I%Flawa x1012 PM(]05}554-9852 • For.(305)525-5115 �WIDr11 H6IGMT D j, PER>/MNB EXT. INT. w = 19 1/8- 3 90.0 90.0 o O - 0 26 1/2. 3 90.0 90.0 pj Z I ACT G S 37" 28' 4 3 90.0 90.0 _-Jt-_---___1L----=-___ D 53 1/8" 6 75.0 75.0 a -L9-1/6; 3 �9Q.0_sQ.o E. C1 C2 ;C3 C4 26 1/2" 3 90.0 90.0 z I '38 3% 4 x 37" 4 90.0 90.0EA W 53 1/8" 6 75.0 75.0 -'10"MAx.�- 19 1/8" 3 90.0 90.0 4 a WINDOW WIDTH 26 1/2" 3 90.0 90.0 U / 37" 50 5/8" 4 6 90.0 90.0 pq( u1 TIPICAL ELEVATION I OVER 1 53 1/8" 6 75.0 75.0 & GENERAL NOTES: 19 1/8" 3 75.0 75.0 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). THE DESIGN PRESSURES REMAIN 26 1/2 83" 3 75.0 75.0 THE SAME AS IN THE PREVIOUS NOA IN COMPLIANCE WITH FBC 3010. 37" 4 7 75.0 75.0 2.- SHUTTERS ARE NOT REQUIRED. 33 1/8" 6 75.0 75.0 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 4.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS 19 1/8" 3 75.0 75.0 ON SHEET 2 THRU 4. 28-1/2" 3 75.0 75.0 5.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 74 1/4" 8 N - CONCRETE STRENGTH Fc'28 - 3000 PSI MIN. 37" 4 75.0 75.0 .. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM n zo z COMPRESSIVE STRENGTH OF 1.9 KSI. 53 1/8' 6 1 1 75.0 1 75.0 o - FILLED CMU Fm' = 2000 PSI MIN. ?8 6.- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD o o z€ SPECIFICATION FOR PACKAGED DRY. m us 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 8.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. n . 9.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". a N ALUMINUM SHALL BE 6063-T6. o 10.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY o ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE c a AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. z 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) PRODUCT RCVISED DRAWING No. AS SPECIFIED IN FBC 5TH EDITION (2014). o<complyiw with the Floddr Building Co& .4 SH08-01 GLASS: Acceplmce No 0.340' OVERALL LAMINATED GLASS USING TWO LITES OF Ca 810 I Z�S- DATE:04-02-08 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER sCALE 1/2'-1' FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. Mieml deProdnclConuo FRANCISCO HERNANDEZ LAMINATED BY TECNOGLASS OR SIMILAR.' FLORIDA PE / 51393 sHEEt 1 OF 6 r 1/4' ULTRACON 1 1/2' MIN. PENETRATION INTO WOOD. 1" (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART 2 1/2" MIN. 2 1/2" MIN. �N ON SHEET 1 OF 8). 1/4' ULTRACON 1 1/4"MIN. EMBEDMENT INTO CONCRETE TYPICAL FOR HEAD. THROUGH 1 BY WOOD BUCK. 4 . (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS ............................... + ..a.• - REFER TO ELEVATION AND DESIGN PRESSURES CHART Sunshine Vindoes ON SHEETS 1 OF 8). 2 BY WOOD BUCK BY OTHERS. �1ardocluring,Inc. TYPICAL FOR HEAD. MUST BE PROPERLY ATTApCED TO 1745 W JJrd Pkcs .:+a'',�',..'•:::'. •.•+ TRANSFER GLAZING SYSTEM LOADS HW.W%FI•ida 37012 TO THE STRUCTURE. SWILL BE APPROVED Ph:(305)304-9952 BY BUILDING OFFICIAL PRIOR TO F—(305)028-5i 18 .w .w WINDOW INSTALLATION. din i%n rA DETAIL At DETAIL A2 ATTACHMENT TO NCRETE ATTACHMENT TO WOOD a Q� w W 1/4'SMS THROUGH MEUL. O TYPICAL ANCHORS (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND 1. 1/4'SMS THROUGH METAL. TYPIDESCAL FORIGN PRESSURESFCHART ON SHEET 1 OF 8. (FOR MAX.ANCHOR SPACING AND NUMBER 1• ��WWW777 U MIN. OF ANCHORS REFER TO ELEVATION AND MIN. w DESIGN PRESSURES CHART ON SHEET I OF 8. MWAI—DARE COUNTY APROVED TYPICAL FOR HEAD. MULLION. (UNDER SEPARATE APPROVAL) I II �— --=J 8�s U N t� O O v DETAIL A3 DETAIL A4 E ATTACHMENT TO METAL STRUCTURE DETAIL ATTACHMENT TO MULLION I@ (STEEL OR ALUMINUM 1/8'MIN.THICKNESS) (STEEL OR ALUMINUM 1/8'MIN.THICKNESS) z N t • • • • 00 0 PRODUCT REVISED A DRAWANG No. as consplyins with 11w llolido SH OS-01 • ••• • DWtK- & do 1 O DATE:04-02-OB SSE: 1 2'=1' TYPICAL HEAD SECTIONS :.. .. N + . FRANCISCO HEI 513 EZ FLORIDA PE � 51393 sHEFT 2 OF e ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . . ... . . . . . . . . . . . . I : : 1 • I I I Sunshine Windows cw mandDCIUnl19,IRC. n<. I 1S •• ••• •• I • • •• 7 1745 W.33rd Plan N w N • • • Hi—'%Nulla 33012 +Z ' • •• • • \ PM(306)3.4-8962 \_ • • • • • • • F. 5,,8 s d• A'•�' 3/4•MAX.NON-SHRINK GROUT OR 1•BY WOOD BUCK 2 BY W000 BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO .T IF TRANSFER GLAZING SYSTEM LOADS Z N G _ •. TO THE STRUCTURE. SHALL BE .e. 5 °. APPROVED BY BURDINC OFFICIAL I •+ _ + '• 2 1/2" N. 2 1/2" MIN. PRIOR TO WINDOW INSTALLATION. - MN. LULJ 2.1/2" MIN 2 1/2" MIN. 1/4"ULTRACON BY ELCO WITH 1 1/2• MIN. F 1/4'ULTRACON 1 1/4" MIN. EMBEDMENT (FORPENEAMAX..XINTO WOOD. Z (FOR INTO SPACING AND NUMBER Q1 INTO CONCRETE THROUGH 1" BY WOOD BUCK OF ANCHORS REFER TO ELEVATION AND OR NON-SHRINK NON-METALLIC GROUT DESIGN PRESSURES CHART ON SHEET 1 OF 6). 1/4'ULTRACON 1 1/4"MIN. EMBEDMENT INTO CONCRETE (FOR MAX.ANCHOR SPACING AND NUMBER TYPICAL FOR SILL. Op a I•y (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATION AND O �► REFER TO ELEVATION AND DESIGN PRESSURED CHART DESIGN PRESSURES CHART ON SHEET 1 OF 6). N F�yy ON SHEETS 1 OF 6). TYPICAL FOR SILL ONLY. rA TYPICAL FOR SILL ONLY. DFTAII.Cl DETAIL C2 DETAIL C3 ATTACHMENT TO PRE-CAST SELL (ATUCH9KNT-Tf0 L NCR!TE—) AITACIIMENT TO WOOD PPPW444 I I I 1 I I I I I I I I w^ I 0� rd NMI-RADE COUNTY APROVED 9E MULLION. (UNDER SEPARATE APPROVAL) z E .w r— ---� z z I II 0 0 L= —_-� rc M N I I I 6oR�pX pN R SpA��N 1(/4- SMS•THNEdAH RRC AND NUMBER Mw 1/4"SMS THROUGH METAL. N o (FOR MAX.ANCHOR SPACING AND NUMBER 1• (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND o o n OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). MIN. DESIGN PRESSURES CHART ON SHEET] OF 6). TYPICAL FOR SILL. 0 O1 TYPICAL FOR SILL. DETAIL C4 DETAIL C5 PRODUCTREVISED DRAWING No. A'I"I'ACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION a'wmPlyini WW1 $)jQ$—Q Daua••coa9 (STEEL OR ALUMINUM 1/6' MIN. THICKNESS) (STEEL OR ALUM. 1/6"MIN.THICKNESS) A Y1Go rya B 1 t0 DATE:04-02-OB 0 SCALE: 1 z._1, TYPICAL SILL SECTIONS H Dada cet mol FLORIDAFC PE Ar514 93 SHEET 3 OF 6 1/4' MAX. 1 1/4" MAX. /4'MAX. SHIM SPACE SIAM SPACE SHIM SPACE .; 2 BY WOOD BUCK BY OTHERS. :::::::. •' MUST BE PROPERLY ATTACHED TO ( TRANSFER GLAZING SYSTEM LOADS 1/4' SMS THROUGH METAL. TO THE STRUCTURE, SHALL BE APPROVEDBY BUILDING OFFICIAL (FOR MAX.ANCHOR SPACING AND .. EFER TO 1 1/2 WINDOW INSTALLATION.PRIOR TO ELEVATION AND DESIGN NUMBER OF ANCHORS RPRESSURES Sunshine.NhndOWS MIN. CHART ON SHEET 1 OF 6). M (�(� Inc. TYPICAL FOR JAMBS. �' 1/4"ULTRACON BY ELCO WITH 1 1/2' MIN. tj 745�'.3Pjp''�,2 PENETRATION INTO WOOD. Ph:(305)3114-9952 MIN. ? (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND Fac(395)926—stte DESIGN PRESSURES CHART ON SHEET 1 OF 8). b TYPICAL FOR JAMBS. . z DETAIL.D2 N 11/4-TAPCONS 1 1/4'MIN. EMBEDMENT ATTACHMENT TO WOOD (A INTO CONCRETE THROUGH 1'BY WOOD BUCK �v OR NON SHRINK NON METALLIC GROUT DETAIL D3 N (FOR MAX.ANCHOR SPACING AND NUMBER 04 OF ANCHORS REFER To ELEVATION AND ATTACHMENT TO METAL STRUCTURR VI DESIGN PRESSURES CHART ON SHEET 1 OF 6). (STEEL OR ALUMINUM 1/8'MIN. THICKNESS) GS F TYPICAL FOR JAMBS. DETAIL DI d a ATTACH MEWTO'CONCRETE� GLAZING DETAIL W 0.090'DUPONT BUTACITE PVB a 1/8'HEAT 1/8'HEAT p F STRENGTHENED STRENGTHENED a I 1/4'SMS THROUGH METAL (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL.FOR JAMBS. 3/8'GLASS BRE 3 rrMIAMI-DADE COUNTY APROVED (MINIMUM) I .' — MULLION. (UNDER SEPARATE APPROVAL) v i O O II II I oo U�E I I SILICONE PECORA 895 v 0 N w • • • • • • • • • NJ, DETAIL D4 •• ••• •• • • • •• i N ATTACHMENT TO MULLION RRODUCTREVISED DRAWING No. is complying with 811 Floud• • ••. • 'I In Cod9 SH08-01 A ca N9 G - DATE:04-02-08 • • • •• l2—oS-1 SCALE: 1 2•_t TYPICAL JAMB SECTIONS :•• : ..• "'' °'°'Y0 t "-0 • FRANCISCO HERNANDEZ FLORIDA PE / 51393 SHEET 4 OF 6 • • • • • • ••• • • • • • • • • • • • • • •• •• • • • .. •• . .. .. . . . .. .. . . . . . . . . . . • • • • .. . • 7 12 • • • •• 15146 19b • • • • • • • • • • ............... .........._... Sunshine indows MDnufmtumg,Inc. • • 1745 W.33rd PI.. • HMwh,Flalda 33912 •• • Ph:(385),184-9952 • • Fox:(305)828-5118 •• ••• • • • • • •• 14 � i 3 O � (SEE DETAILS I DI, D2, D3 AND D4 O IS ON SHEET 4 OF 6) z (SEE DETAILS 14 WINDOW WIDTH �1 Al,A2, A3 AND A4 E"4 ON SHEET 2 OF 6) HORIZONTAL SECTION g N rA 12 3/4'x 3/8"STEEL BAR V 1 W 4 15 rA S2O 8 14 S2 5 w x 3 � S i 12 3 3/4'x 3/8'STEEL BAR LATCH OPTION < v 4 N uE I v R� I 11 N O I � 13 I < n n 0 0 — (SEE DETAILS 2 zo Cl, C2, C3, C4 AND C5 VERTICAL SECTION ON SHEET 3 OF 6) RODUCP REVISED WITH TOP LOCK :minnlyingvdlh Ylotlm DRAWING No. 9lldm6c9d9 '�¢A'' SHOE—01 cilftgC No on 010 DATE:04-02-08 VERTICAL SECTION tz—os— imniDadeRoduatCbn9o1 SCALE' 1 2'�1" FRANCISCO HERNANDEZ FLORIDA PE 111 51393 SHEET 5 OF e I L e r ............. ........ .. ................ .............. .. ........... .... ..... MATERIAL LIST ............... ............... 0.812 ITEMS PART REQU. UESCRIrnohl MATERIAL Sunshine Windows 1 1 SW-014 1 FRAME HEAD 6063-T5 MDnufocluring,Inc. 1745 W.33rd Pbu 2.062 —T 2 SW52101 1 FRAME SILL 6063-T5 Wal.h,Fl d&33012 1.750 PA:(305)384-9952 I-0.304 2.125 1.250 3 SW-011 2 FRAME JAMB 6063-T5 F=(305)628-5118 1.312 OA50 0.395—r L 0.812 r- 0.750 { 4 SW40111 1 MEETING RAIL 6063-T5 J_ 5 SW-017 1 SASH TOP RAIL 6063-T5 FRAME HEAD GLAZING BEAT MEETING RAIL SW-014 SWW-101 SW-015 6 SW43355 1 SASH BOTTOM RAIL 6063-T5 6063-T5 6063-T6 8083-T5 rA 7 SW82028 2 SASH CAM NYLON Q 8 SW-012 2 SASH SIDE RAIL 8063-T5 ►a 9 SW-AS AS REQ ASSEMBLY SCREWS / 8X1'PH PHILLIP CRS Z T � 10 SW8202A 4/VENT FACE GUIDES NYLON -1 0.937 I- 11 SW43353 2/VENT LATCH BOTTOM RAIL PLASTIC E�y �--1.825—I W � 2.127 12 SW1820 AS RQD SEAL PILE FELT S a 2.314 F0.0-50 0.050 13 SW3257 AS ROD WEATHER STRIP BULB VINYL C0`1I W 0.062 2.000 1'8175 14 - AS RQD SILICONE DC-899/GE-1200 Vwj 0,� L 1 I 15 SWW101 AS RQD GLAZING BEAD 6063-T6 IBJ 2.078-1 2.375 0.812�- 16 SW540 2 SPIRAL BALANCE ALUMINUM FRAME SILL FRAME JAMB SASH TOP RAIL 17 SW-667 2/VENT LATCH ZINC SW-52101 SW-011 SW-017 6063-T5 6063-T5 6063-T5 18 SW3082 AS RQD WEATHER STRIP BULB VINYL 1.890 3 w< 0.1870 = N F—�0.592 2.750 I I N a v 0.062 .1324 E I�: 1.OD0 0.050 0.7118 1A 0.810 I- NU 2 W Ln Ell 06� � Zm SASH BOTTOM RAIL SASH SIDE RAIL SASH BOTTON RAIL N r SW-43355 SW-012 PLASTIC KOCETAL K300 •• ••• • • • • • •• I I 6063-T5 6063-T5- SW-43353 • • • • • • • • • 0 0 DRAWING No. SHOE-01 • • • • • s • • DATE:04-02-06 • • • • • • • • • 1T^ps_ • • • •• • • • • • SCALE: 1/2"-1* • •• • •• • • • • FRANCISCO HERNANDEZ ••• • •• • • • FLORIDA PE # 51393 SHEET 6 OF 6 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • MIAMI-MADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/econon►y 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 Count'Ptoduct •••••• Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami bade Couaftjirbserve the right to have this product or material tested for quality assurance purposes. If ti's•induct or material g p R tY p p . 1.B. fails to perform in the accepted manner,the manufacturer will incur the expense of suAtesting Vd t%e AHJ •••••• may immediately revoke, modify, or suspend the use of such product or material Wlbiu'their Wmetion. , • RER reserves the right to revoke this acceptance, if it is determined by Miam"Dado CountbC Product • Control Section that this product or material fails to meet the requirements of the appl'icaN;buildiAg code. ...... This product is approved as described herein, and has been designed to comply vCitlt:hq Florida Building •• Code,including the High Velocity Hurricane Zone. •••••• DESCRIPTION: Series"2001" 8'-0"Outswing Aluminum French Door-LAJ.••; ,•• •••• APPROVAL DOCUMENT: 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., 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. i TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0109.06 and consists of this page 1 and evidence 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.Gascon,P.E. NOA No.15-0204.05 MIAMFDADE COUNTY Expiration Date: May 08,2018 Approval Date: April 23,2015 l�`r� Page 1 R. Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's 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 000* 1. Test report on: 1) Air Infiltration Test,per FBC, TAS 202-94 ••••,• ••0::0 ••. 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 •..;.. .... ...... 24113.2.1,TAS 202-94 and per AAMA 1304-02 .••••• •• •a ong with marked—up drawings and installation diagram of an Aluminum swinging • :0091 Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. •'•6 0:066: •0 FT1,7262,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 2411 3.2.1,TAS 202-94 and per AAMA 1394-02 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 Regulatory and Economic Resources (RER). Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.15-0204.05 Expiration Date: May 08,2018 Approval Date: April 23,2015 E-1 Sunshine Windows Manufacturina,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 144916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer"expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 51h 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•nridgr the laws of the State of Florida, dated 11/24/14 and e—filed by the Secretary of Strafe 696%9 3. Statement letter of conformance and complying with F.Q1"X2010• •with '• 0000.. AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated.I2SOS/13, signed and. 0000.. sealed by Francisco Hernandez,P. E. 000000 ;• ;• • 0000 . 0000. (Submitted under previous NOA No. 14-0109.06) 4. Statement letter of no financial interest and independence, �ssag ; dated')�'/95/13;6969 .. 0000.. signed and sealed by Francisco Hernandez,P. E. .• (Submitted under previous NOA No. 14-0109.06) 0000.. 0000.. 5. Laboratory compliance letter prepared by Fenestration Testing Ldboratory, Inc., for;,,•.•; Test Report FTL-7262, dated 05/15/13, signed& sealed by Marlin A BriAsdaV.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 NOA No. 02-1104.03) 7. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTLr3399,dated 08/16/02, signed and sealed Joseph C. Chan, P.E. (Submitted under previous NOA No. 02-1104.03) G. OTHERS 1. Notice of Acceptance No. 14-0109.06,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. 14-0109.06 approval drawings, sheets 01 to 08 of 08, dated 12/03/13 and signed by Jose Sanchez, NFRC Certified Simulator—In— Responsible—Charge(CSIRC). (Submitted tinder previous NOA No. 14-0109.06)��--- �- Jaime D.Gasc n,P.E. Product Control Section Supervisor NOA No. 15-0204.05 Expiration Date: May 08,2018 Approval Date: April 23,2015 E-2 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. GREEN SUSTAINABLE ATTRIBUTES (GSA) Sco>'i';: 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). (Submitted under previous NOA No. 14-0109.06) �laE. Simulation Report Product G•8: G.9: 0000.. 0000 .No.:. Description Glazing Components: U-Value SHGC •0 N140 •• 3/16 Clear 1.07 0.57 .00 0 0 0 61-64 •• ••• 3/16 Solar Bronze 1.07 0.46 0000.. • 01•-02 •••••• 3/16 Solar Gra 1.07 0.43 • ••"G3/16 Solex 1.07 0.45 ••••• 01-040 0000 ••• 1/4 Clear 1.07 0.56 •••00•• 9"'1"0 ' F�rr:7621 DDFR 1/4 Solar Bronze 1.07 0.44 •0•••• b 148 •• •• 1/4 Solar Gra 1.07 0.41 •' 01107 00.00••00 1/4 Solex 1.07 0.43 •••••• +09 0 1/8-SB60/0.090 PVB 1/8 clr. 1.03 0.32 00 0 0 0 0 00 04000 0•••00 1/8 Solargray/0.090 PVB 1/8-SB60 1.03 0.31 • 95-00 1/8 Solar /0.090 PVB 1/8-SB70XL 1.03 0.27 (Submitted under previous NOA No. 14-0109.06) Le end Abbreviations: Description- PVB escri tion:PVB Poly Vinyl Interlayer clr. Clear Glass SB60 PPG Solarban 60 or 70 #2 Surface T ical SB70XL PPG Solarban 60 or 70 @#2 Surface Typical (Submitted under previous NOA No. 14-0109.06) etc Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 15-0204.05 Expiration Date: May 08,2018 Approval Date: April 23,2015 G-1 5" 12" 5• 12' DETAiLSEONOSHEET CLUSTER s GENERAL NOTES: MAX. D MAR.' MAX. 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). 16 \ 2: SHUTTERS ARE NOT REQUIRED. ( o, 3, REFERENCE TEST REPORT FTL - 7262 DATED ON 4/15/2013. Sunshine ViIldows 4.- FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET 6 OF 8. SEE IImfOC(u*,k. 25 7/8! 25 7/8( \ CLUSTERS DETAILS ON SHEET 2 OF 8 AND ALSO TYPICAL DETAILS ON 1745 W.axe Plx SHEETS 3, 4 AND 5 OF 8. 10aral, fkeA.&3012 MAX. D.L.O. MAX. D.L.O. \ R.(305)304-9052 On TH DTH \ n 5.- IX OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT va■{&os)•se-5++• u 6 6 C APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE i \ LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL x / g / • BE APPROVED BY THE BUILDING OFFICLAL PRIOR TO DOOR INSTALLATION. x cod m x 6.- WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G - 0.55 OF rn \ 0 15 rn P ATE4 15 J GREATER DENSITY. O rA / 7.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY 6 \ m 14 \\ 14 m 'r WITH THE FOLLOWING REQUIREMENTS: (� p(I \\ ' - CONCRETE STRENGTH FC'28 - 3000 PSI MIN. \\ / - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT V V A \\ B A \ \ A BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. Z \ \' /REV. - FILLED CMU Fm' 2000 PSI MIN. W y N rl r ' 6 E \ r 6 a E 8.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS 8 W \ THAN 1/8". ALUMINUM SHALL BE 6063-T6. N 1p 16tO 9.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED ( I (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). F"f 5' 12" 5' 12" 16 10.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL i� W MAX. 1 MAX.' Mar MAX. SHALL BE F 36 KSI MIN. SEE CLUSTER DETAILS y � O G7 ON SHEET 2 OF 8 11- DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS a 37" 72' REQUIREMENTS OF FBC 5TH EDITION (2014). a MAX. DOOR FRAME WIDTH MAX. DOOR FRAME WIDTH 12.- COLONIAL MUNTINS CAN BE APPLIED. ELEVATIONS 13.- SEE FRAME CORNERS AND PANEL CORNERS DETAILS ON SHEET 8 OF 8. 14.- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM In DESIGN PRESSURES C1107/CI107M STANDARD SPECIFICATION FOR PACKAGED DRY. Y MAX. DOOR DOOR LEAF DESIGN PRESSURE (PSF) INDEX OF DRAWINGS FRAME HEIGHT (NOMINAL) EXT. (+) INT. (-) Z o o0 1 OF 8 DOOR ELEVATIONS, DESIGN PRESSURES CHART, 3'-0" 77.13 77.13 �^ GENERAL NOTES AND INDEX OF DRAWINGS. MN 2'-6" • 80.00 89.13 1rc t�3=0" •• ••• • • • • • •• a 2 OF 8 INTERLOCK CLUSTERS DETAILS 80.00 90.00 L8'-8" • • • • • • • • • (2''-6" • F 80.00 90.00 • • •• • • • • • k' `i 3 OF 8 TYPICAL HEAD SECTIONS. • •• • • • • ••• • o 4 OF 8 TYPICAL JAMB SECTIONS. • FOR DOOR LEAF UNDER 3'-0 SEE NOTE 11. - ••• ••: ••: •J( i ulldloiOo�do ortd, DRAWING No. 5 OF 8 TYPICAL SILL SECTIONS. FLUSH BOLTS: o« No 0 r FDO 1-13 ( 6 OF 8 HORIZONTAL SECTIONS h INSTALLATION NOTES. 1.- TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE • ••• • • • LEAF AT HEAD AND AT SILL OF EACH). and)ado o u`t pia"• 01•ZO s DATE:05/16/13 7 OF 8 VERTICAL SECTIONS & MATERIAL LIST. • • • •• • • • • • SCALE: N.T.S. 2.- ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN NDE 8 OF 8 CORNER DETAILS. ORDER ACHIEVE THE DESIGN PRESSURES SHDWN:•• FRANCISCO HERNANDEZ O • ••• • ••• ••• FLORIDA PE IF 51393 SHEET 1 OF e ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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 FLEX SELF DRILLING MIN. EMBEDMENT INTO CONCRETE. 2 1/2" EMBEDMENT INTO CONCRETE. SCREWS THROUGH METAL EDGE DISTANCE FOR MAX. ANCHOR SPACING SEE MIN FOR MAX. ANCHOR SPACING SEE WITH MIN. 3 THREADS BEYOND ELEVATIONS ON SHEEP 1 OF 8 AND ELEVATIONS ON SHEET 1 OF 8 AND 1., THE SUBSTRATE. CLUSTER DETAILS ON SHEET 2 OF 8. EDGE DISTANCE MIN CLUSTER DETAILS ON SHEET 2 OF 8. . FOR MAX. ANCHOR SPACING E.D. SEE ELEVATIONS ON SHEET 1 OF 8 1 AND CLUSTER DETAILS ON ............t.t Sunshine Windows d I�~ SHEET 2 OF 8. �10nufOC(u a I m9.k. 4 '- ' d 2 1745 W.33rd Play d a 18•"ah,tl•4a M2 = / Ph:(305)384-9852 Fm:(305)828-5118 1" BY WOOD BUCK BY ter° OTHERS MUST BE �� !✓ m PROPERLY SEALED AND F 4 Tl ANCHORED TO IT.Il Z Lf i I �' 04 I I �STRUCTURE SFER SAND I I \� I I C W I I APPROVED BY BUILDING I I I I METAL STRUCTURAL MEMBER 8 A p4 7/8° MIN. 7/B" MIN. OTHERS SHALL BE MINIMUM 18 I I FLUSH BOLT OFFICIAL PRIOR TO I I FLUSH BOLT I I GAUGE AND SHAH WITHSTAND "►CI H I I ENGAGEMENT DOOR INSTALLATION. I I ENGAGEMENT I I ANCHOR SHEAR FORCES. a U U INTO FRAME I ( INTO FRAME I I INSTALLATION SHALL BE Z d� I I THROUGH 1" X 5/8" I I THROUGH 1" X 5/8" I I APPROVED BY BUILDING a HOLE. HOLE. NFSFIIC��PORIOR N. TO DOOR C " EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR d ( �AUCCHMEP YT C CONCRj"E ATTACHMENT TO CONCRETE ATTACHMENT TO METAL STRUCT. r THROUGH 1 X WOOD BUCK WITHOUT WOOD BUCK C 1" 1" MIN. 1/4"0 KWIK FLEX SELF DRILLING MIN. a -� SCREWS THROUGH METAL -I 1 MUVA-DARE COUNTY WITH MIN. 3 THREADS BEYOND APPROVED MULLION. THE SUBSTRATE. �N �;/ WOODEN STRUCTURE OR 1/8" MIN. THICKNESS. FOR MAX. ANCHOR SPACING 2 X WOOD BUCK (BY OTHERS). (UNDER SEPARATE NOA) SEE ELEVATIONS ON SHEET 1 OF 8 �� WOOD BUCK MUST BE PROPERLY AND CLUSTER DETAILS ON ATTACHED TO TRANSFER GLAZING SHEET 2 OF 8. SYSTEM LOADS TO THE STRUCTURE r " ULTRACON WITH 1 1/2" AND APPROVED BY BUILDING 1/4 ^ OFFICIAL PRIOR TO WINDOW MIN. EMBEDMENT INTO WOOD. INSTALLATION. FOR MAX. ANCHOR SPACING SEEELEVATI _ ON SHEET 1 OF 8 AND T1 CLUSTERNDETAILS ON SHEET 2 OF 8. T14FLUSH , I I 7/8" MIN. FOR CLUSTER USE 5/18"0 n I I FLUSH BOLT ULTRACON WITH 1 1/2" •••" ••• • • • • • •• i MIN. EMBEDMENT INTO WOOD. MINIENGAGEMENT BOlTINTO FRAME GAGE�AAE�IT• • • •THROUGH 1" X 5/8" A� • • •HOLE. HROUGH 1" X 5/8" w yhlywgh F1 ridaINTERIOR EXTERIOROLE. a°d1ogOod,,, .• 6 13 EXTERIOR R�O� TYPICAL HEAD SECTIONS ;•; , o ctDATE:05/18/13 • • • •• • • • • (bl^?--1� SCALE: N.T.S. • •• • • • • • • FRANCISCO HERNANDEZ ATTACHMENT TO MULLION ATTACHMENT TO ffOOD •• FLORIDA PE # 51393 SHEEP 3 OF e I • •• •• • • • •• •• • OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY Sunshine Nfindows HIGH STRENGTH GROUT. HIGH STRENGTH GROUT. OTHERS. MUST BE MIN. 3 KSI. MUST BE MIN. 3 KSI. monufoctudq,Inc. NON SHRINK, NON MEfALIC I I NON SHRINK, NON METALIC I I 1745 W.33m Pi°a PER ASTM C1107. I I PER ASTM C1107. I I "�FloMa 33012 Plc(305)384-9952 I I F—(305)628-5118 EXTERIOR i i INTERIOR EXTERIOR i i INTERIOR ;APPROVED WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). ee 1 WOOD BUCKS MUST BE 7/8" MIN. PROPERLY ATTACHED TO F FLUSH BOLT a ' Ix TRANSFER GLAZING SYSTEM ENGAGEMENT LOADS TO THE STRUCTURE AND V� INTO FRAME ° 7/8" MIN. BY BUILDING THROUGH 1" X 5/8" �.< ° ' FLUSH BOLT , OFFICIAL PRIOR TO WINDOW Q FTi HOLE. �z "e "' ENGAGEMENT iv I INSTALLATIONINTO 1/4"0 ULTRACON WITH 1 1/4" MIN. H OUFc M1" X 5/8" \� Q EMBEDMENT INTO CONCRETE. HOLE W ° a° ° FOR MAX. ANCHOR SPACING SEE GpTGi 'a ELEVATIONS ON SHEET 1 OF 8 AND ° CLUSTER DETAILS ON SHEET 2 OF B. 1" 1/4"0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. N W FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. ATTACHMENT_TO CONCRETE) MIN. EDGE DIST. FOR INTERLOCK CLUSTER USE 5/16"0 ULTRACONS WITH 1 1/2" (� MIN. EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS ON a V� SHEET 2 OF 8. W F ATTACHMENT TO WOOD `n 00 METAL STRUCTURAL MEMBER BY 04 OTHERS SHALL BE MINIMUM GLAZING DETAII. � HIGH STRENGTH GROUT. 18 GAUGE AND SHALL MUST BE MIN. 3 KSI. WITHSTAND ANCHOR SHEAR NON SHRINK, NON METALIC I I FORCES. INSTALLATION SHALL 0.090" PVB INTERLAYER PER ASTM C1107. I I BE APPROVED BY BUILDING1/8" HEAT BY E.I. DUPONT. I I OFFICIAL PRIOR TO DOOR I I INSTALLATION. STRENGTHENED STRENGTHENED EXTERIOR II INTERIOR GLASS GLASS - ARCHITECTURAL R EXTERIOR PERIMETER TRIM >i 1/2" GLASS BITE (OPTIONAL) o 7/8" MIN. (MINIMUM) FLUSH BOLTSILICONE ILI OCORNING 899 ENGAGEMENT TYPICAL SILL SECTI41�i5• . . .. INTO FRAME —1/4"0 KWIK FLEX SELF + • •• • • • • • �n THROUGH 1" X 5/8" DRILLING SCREWS THROUGH • •• • • • • ••• • S HOLE. METAL WITH MIN. 3 THREADS • • • • uctRa�lsBu • BEYOND THE SUBSTRATE. •• ••• •• ERI E l 0 FOR MAX. ANCHOR SPACINGsm _ 1 SEE ELEVATIONS ON SHEET 1 OF 8 AND Addle °dd �Od` Dw�wlNc No. IN. EDGE DIST. CLUSTER DETAILS ON SHEET 2 OF 8. s LO'1 FD01-13 • • • • • • DATE:05/16/13 ATTACHMENT TO METAL • •• '• a: L 9 SCALE: N.T.S. • •• • •• • • • • FRANCISCO HERNANDEZ ••• • •• • • • FLORIDA PE f 51393 SHEET 5 OF 8 • • • • • • • • • • ••• • • • ••• • • . .. .. . . . .. .. . . . . . . . . . . ... .. .. 1 .. • 2 • . . ... . ... . . B INTERIOR 2 unshn Windo Sunshine Windows 5 12 5 16 13 7 16 •• • • • • B NonufoclurirIg,Inc. 13 • • • • • • • 13 1745 W.33rd Pl— • • • • ••• • H WNh.NvWa 3101z Ph:(")394-9952 � • • • • FaM:(JOS)028-5118 _ F1 0 rREV.6 EXTERIOR o DOUBLE DOOR FRAME WIDTH F INSTALLATION NOTES w 1.- FOR ANCHORS MAX. SPACING SEE DOOR ELEVATION ON SHEET 1 OF 8. a 2.- FOR ANCHOR INSTALLATION AND CLUSTER DETAILS SEE 14 2 [� SHEET 2 OF 8 AND TYPICAL SECTIONS ON SHEETS 3, a V1 ( 4, & 5OF8. 7 w (~ 2 INTERIOR w 3.- FOR ATTACHMENT INTO CONCRETE THROUGH 1 X WOOD BUCK USE 1/4"0 ULTRACON BY ELCO B 135 12 12 TI 921 � WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. �7 4.-FOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCKS USE 1/4"0 ULTRACON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. 5.- FOR ATTACHMENT TO WOODEN STRUCTURE OR -- 0 2 X WOOD BUCK USE 1/4" 0 ULTRACON BY ELCO WITH 1 1/2" MIN. EMBEDMENT INTO WOOD AND 1" MIN. EDGE DISTANCE. (SEE CLUSTER DETAIL) O 6 EXTERIOR O Z o 0 6.- FOR ATTACHMENT TO STEEL MEMBERS (18 MIN. GAUGE) SINGLE DOOR FRAME WIDTH o OR ALUMINUM MEMBERS (1/8" MIN. WALL THICKNESS) USE 1/4" KWIK-FLEX SELF DRILLING SCREWS. 0 7.- USE HIGH STRENGTH, NON SHRINK NON METALLIC ' GROUT (MIN 3 KSI) BETWEEN THE DOOR SILL AND o 0 THE CONCRETE SLAB CONTINUOUSLY ALONG THE SILL. z RODUCT REVISED awlas Toad with d�c Florida DRAWING No. HORIZONTAL SECTIONS Wldlo�Codc wc@No15 FD01-13 DATE:05/16/13 0 Cm�tr91 OI^2D^ 57 SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 6 OF 8 MATERIAL LIST No PART QTY PART DESCRIPTION MATERIAL 1 GAS-46913 1 FRAME HEAD 8063-T8 SEE NOTE 1 2 GAS-46912 2 FRAME JAMB 6063-76 ON SHEET 7 OF 8 8 3 GAS-46915 1 FRAME SILL 8063-T8 Sunshine windows M911ufaturing,Inc. 4 GAS-46914 4 PANEL TOP AND BOTTOM RAIL 6063-T5 rias w.alyd vl«. 5 GAS-46910 4 PANEL STILE 6063-TS Nldaoh.F>aM°J71112 vn:(�os)xsaesz 1 8 GAS-46917 3/ LEAVE HINGE 6063-T5 F«:(ws)eze-stta 7 GAS-46916 1 ADAPTER 6063-T5 O4 8 GAS-40928 AS REO'D FLAT FILL COVER 6063-T5 . I I 13 1 9 GAS-46911 OPTIONAL. PERIMETER TRIM 6063-T5 10 1LY73 AS REQ'D / 10 X 1' SCREWS GRADE 5 STEEL QF) 1 6 I 1 1 11 1MB16 AS REQ'D / 10 X 1 1/2'SCREWS GRADE 5 STEEL O W 12 SEALANT AS REQ'D DOW CORNING 899 SILICONE EXTERIOR i 4 INTERIOR 13 W33321K002 AS REVD ULTRA FIN WEATHERSEAL BY ULTRAFAB.187 X .320 POLYPROPYLENE x 1 1 14 RA-2090L3RZAB3BP 1 LOCK (LATCH) ZINC 15 RA-209DZlABBP 1 LOCK (DEAD BOLT) ZINC a z 0 1 16 FLUSH BOLTS 2 / LEAVE FLUSH BOLTS ZINC / STEEL W 2 LAMINATED L.M.I. RESISTANT GLASS 17 X109HT-100 AS REQ'D D SECTION FOAM RUBBER SEAL EPDM O w (1/8' H.S. GLASS + 0.09 PVB + 1/8' H.S. GLASS) O 0 W b9 BY E.I. DUPONT e4 tL � 1 ( 0 r o (~ m .078" N C7 11 o m o o N 16 4 0 O a 11 5.00 5.00 I 5.00 3 O ii 1 10lO 2O 3O f s13T' co N —I� N co ^ 00 Iq O 7O SEE NOTE 1 10 -08z o ON SHEET 7 OF 8 - I 4.00 I I 4.375 908 VERTICAL SECTIONS ® -{ ••• ••• �• •.• : : •.. 0 r O • • • • • • • • <N NOTE: IT • 000 •• • • •• z° -- 1.- 7/8' MIN. FLUSH BOLT ENGAGEMENT. PRODUCT'REVISED es lding O -' the F- DRAWING 1 3.50 •657 BeRuw oodc-' FDO 1-13 phn- • • • • DATE:05/16/13 8 9 • • • • • • `lk • • • •• cl �� SCALE; N.T.S. • •• • FRANCISCO HERNANDEZ ••• • •• • • FLORIDA PE I11 51393 SHEET 7 OF e • • • • • • • • • • • •• % ••• • •• •• ••• • • ••• • • r . .. .. . • • •• •• . . . . . . • • • • • TOP CORNER • •• • •• • • • • 2 10 BY I" PH. PAN HEAD SMS • • • •• • • • • • • : : : :I(SP CORNER 2 # 10 BY 1 1/2° PH. • %; ;;:' :":.`: FLAT HEAD SMS Sunshine Nndows •• ••• • • • •• Manufacturing,Inc, • • • • • • • \ 17{5 NHidth.338-2 M12 • •• • • • ••• 1. Ph:(-1 5)364RW&3.1012 �' • • • • • • • • Ph:(305)328-5152 • • • • • • • • Fon:(505)828-5112 41 F F A A4 U U • N " a 2 10 BY 1 FLAT HEAD SM /2, PH S` Uj U' ►a o 2 # 10 BY 1" PH. PAN HEAD SMS o N OOOiG"' / BOTTOM CORNER z o N / BOTTOM CORNER m DOOR PANEL CORNERS 0 DOOR FRAME CORNERS SCALE: NTS N � s SCALE: NTS 0 z PRODUCT REVISED DRAWING No. m COMOh 9 1Ge Florida BuddWS rode FDO 1-13 Acct Imro No ON DATE:05/16/13 OI 20"l� SCALE: N.T.S. Miami Dade ProduelDade Call FRANCISCO HERNANDEZ FLORIDA PE # 51393 SNEEi 6 OF e M IAM I•DIADE MIAMI-DADE COUNTY =1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Sunshine Windows Manufacturing,Inc. 1745 W 33'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.Uthority Having Jurisdiction(AHJ). ' This NOA shall not be valid after the expiration date stated below. The Miami-Dade Cduniy Prodtxt Gontrol Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade MUD reser&!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 tt§tTpand tl^o.M4 may • immediately revoke, modify, or suspend the use of such product or material within:4eir jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade C*dunty ProNc+t•CQntrol • Section that this product or material fails to meet the requirements of the applicable bailding code. . •• This product is approved as described herein, and has been designed to comply with the Florida B,uilding....;. Code,including the High Velocity Hurricane Zone. ; .•. •... . .. . . ...... DESCRIPTION: Series "8000"Aluminum Window Wall System—L.M.T. . . • APPROVAL DOCUMENT: Drawing No. W08-90, titled "Series 8000 Alum. Window Wall System (L.M.I.)", sheets 1 through 5, 5.1, 6 through 12 of 12, dated 11/11/08, with revision B dated 01/18/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. NIISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, BARRANQUILLA, COLOMBIA, S.A., series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises NOA No. 13-0122.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Miarlwaoe cou�vnr NOA No. 16-0201.19 � UN Expiration Date: April 03,2018 I / Approval Date: July 21,2016 *t// jCcp Page 1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1114.16) 2. Drawing No. W08-90, titled "Series 8000 Alum. Window Wall System (L.M.I.)", sheets 1 through 5, 5.1, 6 through 12 of 12, dated 11/11/08, with revision B dated 01/18/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ...... �....•TESTS••' •• ••••••1. ...I"reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 •••... •• 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 " *000003) Water Resistance Test,per FBC,TAS 202-94 ••••• 000 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 under NOA No. 08-1114.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5"' Edition (2014), dated 07/27/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGias® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. Manue PeGZE. Product Control er NOA No. 1619 Expiration Date: April 03,2018 Approval Date: July 21,2016 E-1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5ta Edition (2014), and of no financial interest, dated January 18, 2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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 Prodnc t Control g*&tl2lines ••••�• dated 04/09/09 signed by Jose Nunez. •• •; '. (Submitted under NOA No.09-0413.10) 0000 .... ...... G. OTHERS .... . ..... 1. Notice of Acceptance No. 13-0122.05, issued to Sunshine Wilovya Manualturing,••'•• Inc. for their Series "8000" Aluminum Window Wall System .COLI., approved on" 08/06/15 and expiring on 04/03/1$. • • Manuel P .E. Product Contro=1.19 ner NOA No. Expiration Date: April 03,2018 Approval Date: July 21,2016 E-2 ... . . .. .. . . . .. .. ... . . . . ... . L. OPG. D.L. OPG. t (- D.L. OPG. D.L. OPG. U.L. OPG. D.WIDTH WIDTH SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 • • SEE CHART SEE CHART A� m xIm� � •.• • 000 • • • • SHEET 2 SHEET 2 W I �IQz •� • W j I n n O p 0 W H • x n O l s •-•-• • .A 0�i�� i i - _ % •• • I o vl owm F v/_Er•--s----•-- Cc 0aoOQC CsJ1 / 0yp/ H B i i ,y an ow a o j of ow / QwbE �' m o p n j w J w B '/ ii / D.L. OPIDTH oG. D.WG J - a w w w m mo a rn N'� L __ __ _ __ I / . SEE CHART SEE CHART 'O 4 W I /� I /� II ._ SHEET 2 SHEET 2 '? �qoo j I N N a h II w SEE 'SUNSHINE WD S' 31 Z ii L.M.I. DOOR\NOA V u 3 g t .I FOR DOOR R.AkING i A i a D_N 1�& DETAILS. z 00 1 a 0uj 3 M L uj i i 4� MAX. _ MAX. MULLION SPACING j I W Z Q HFAO/SILL HEAD SILL A SEE SHEET 3 & 4 A\ i _ __ _ ____ N N S r CORNERS CORNERS 11 _DOOR MULLION ANCHORS � ANCHORS TYPE A, B. COR D I ANCHORS TYPE A, B. C OR D I SEE SHEET 7 2, 3, 4 OR 5 AT EACH JAMB--� 2, 3, 4 OR 5 AT EACH SIDE OF MULLION--' SEE SHEETS 5 & 5.1 SEE SHEETS 5 & 5.1 TYPICAL ELEVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE m j VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. a^' SERIES BOLO ALUMINUM WINDOW WALL SYSTEMPSINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. RODUCT P.EVtSED THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT �mylyo& eFtnndu R an�Ta�n�c°d` 1 S - D 2 D ' a SHUTTERS ARE NOT REQUIRED. Auz _"No 4,•�.9 n i D 3 2018 :ly CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. INSTRUCTIONS:usE cHARrs AS FOLLOWS. pna cl ,; THIS PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI 297.1. i o 0 o'm PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ^o REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE STEP 1 DETERMINE DESIGN WAND LOAD REOUIREMEN7 B45E0 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ON WIND VELOCTY, BLDG.HEIGHT,WIND ZONE -LAMINATED GLASS I WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE 7 STANDARD. LARGE MISSILE IMPACT LOADS TO THE STRUCTURE. STEP 2 SEE CHARTS ON SHEET 2 FON DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. Engr:�IAVAD AHMAD n ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS CIVIL I ' EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. STEP CHECK MU WON CAPACITY FOR A GIVEN SPACING AND FLA.PE!70592 HEIGHT USING CHARTS ON SHEETS 3 AND 4 AC.A. 8ANCHORING OR LOADING CONDITIONS Nor SHOWN IN THESE DETAILS ARE THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. ,NOTPART OF THIS APPROVAL. USING CHARTS ON SHEETS 5&5.1 SELECT ANCHOR OPTION A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IN1TO WOOD ONLY. �� WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED drowing no. MATERALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT IN STEP I ABOVE. L, q(�{COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 U LU16 Z,8-90 REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. AND 4 SHALL APPLY To ENTIRE SYSTEM. sheet 1 of 12 t r GLASS LOAD CAPACITY - PSF �,-D.L.O.WIDTH D.LO. WIDTH �U o NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' I I� D.L.O.WIDTH D.L.O.HEIGHT EXT.(+)/INT.(-) EM.(+)/INT.(-) 25' 80.0 130.0 32• 80.0 130.0 I , 3680.0 130.0 40' 84-1 2' 80.0 130.0 i O Cl H 44-1/4' / 80.0 130.0 ------------- I o WqW 48' 80.0 130.0'-_._ s2' 80.0 130.0 ; 56-1/4" 80.0 130.0 W, + M _ ;ii�y ALTERNATE BUTTON BUMPER(8 M 28• 80.0 130.0 �' IN LIEU OF VINYL SPACER�,V 0 �p q�p 32' 80.0 _130.0 � ° id 36• -.-..80.0.__.._.._ 130.0 �1 40' 90-1/2' 80.0 130.0 44-1/4" 80.0 130.0 SILICONE S'LICONE J D(yi g dv DOW CORNING 982 DOW CORNING 795 Q 0,f 48" 80.0 130.0 I _ DOW CORNING 795 � 52' 1 80.0 130.0 C, 28' 80.0 130.0 1/4' HEAT STREN'0 CUSS 1/4"HEAT STRFN'D GLASS 32" 80.0 130.0 -' 80.0 130.0 090"Inl PvB jSen t Interlayer m 36' Butocite PVB tGlw 40' 96-1/2- 80.0 130.0 By 'Kuraray America, Inc.' erica, Inc.' C o 44-1/4" / 50.0 130.0 H HEAT STREN'D GLASS w T STREN'D GLASS45• 80.0 130.052• 80.0 127.2 i m 2i M 26' 80.0 130.0 a ry80.0 130.0 O 32" 7 36' 702-1/2" 80.0 130.0 �' ro340" 80.0 130.0 �I�1i lL 44-1/4' 90.0 130.0 48' 80.0 --_128.9w N N .- 28 50.0 130.0 32' 60.0 130.0 10 8 1 ID 8 / 36' 108-1/2' 80.0 130.0 40• 80.0 130.0 GLASS TYPE. 'A' GLASS TYPE 'H� 44-1/4' 80.0 130.0 +cl 28' _80.0 130.0 o I 32' 80.0 130.a GLAZING OPTIONS 36' 114-1/2" 60.0 130.0 40• 80.0 130.0 44-1/4' 50.0 130.0 u S I NOTE: •• ••• • • '^ oo ' _ GLASS CAPACITIES ON THIS SHEET ARE • • • ••• • •• GLASS I << m 1 BASED ON ASTM E1300-09 (3 SEC. GUSTS). 0 • •• • • • • • _ _ 00 0.0 CML 3 FLA. E 1 70592 f o I i C . 838 P3tODuL T4B}�SE� I. i s a i I curuplysig wyFl 01e f=oRde • ••• 9 • L'vildia8 Cu3e•�6 0 2 0; •1 4 • • • ^ r. �� .. N wos9 90 Dy • • I lAiam1 ade Produce a tm1 sheet 2 of 121 I ••• • • ••••• • • • • • • ••• • • • •• •• . .. .. . . . .. .. ... . . . . ... . MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE. HORIZONTALS � � �� n JAMB 7RE 2' UNANCHORED 000 • • • JAMB'Jl' JAMB'JI' lAYH 'J3' JAMB'J3' JAMB OPTIONS • • .• • ••• • I�31 NOMINAL DIMS. WELL'MI' MULL 112' MULL'M3' MULL'M4, MULL OPTIONS J •• • . . • •• • Z to EXT.(+) EXT.(+) EXT.(+) EXT.({) ll • • • • •.• • • O Z WIDTH(w) FRAME HE IGM INT.(-) IM.(-) :NT.(-) IM.(-) • ••• f W i�� 30130.0 130.0 130.0 130.0 Q P I a J6' 130.0 130.0 130.0 130.0 0 W N ` 42' . 130.0 130.0 130.0 170.0 JAYS'JL- •• .l0 'J2',• • • • fA2B'J3' {Nu 48' 130.0 130.0 130.0 130.0_ • • • • • ••• • _ �'1a j 54" 130.0 130.0 130.0 130.0 Ix IN"{ SZ IN-3 • ]z- 5 I^ , • • • IS IN"4 3x IN"3_ 0 U y Im. ' 60' 130.0 130.0 170.0 170.0 6.6509_ 2_6421 : 10.648 4.14 , K.UIMA1Ul9 • 6.6509 2.6421 V p W I 30' 170.0 170.0 __130.0 •• ••• • • STEE1 • ••1,7506 1.2225 0` p1 g _ -130.0,--. TOT 36' _ 170.0 130.0 130.0 130.0 a NUVAL a 4 5!L x 7.p� 1.6276 0 0 1 42' 130.0 130.0 130.0 130.0 Oj 48" 90' 130.0 130.0 130.0 130.0 54" 121.7 130.0 130.0 130.0 60' 113.7-- 130.0 130.0 '_'0.0 =M g 30' 130.0 130.0 130.0 Q W 01 f 36' 130.0 130.0 130.0 130.0_ 42' 96, 119.9 130.0 130.0 _ '30.0 48" 107.5 130.0 130.0 54'• 98.4 130.0 127.9 !30.0 l� ry i 60' 91.5 130.0 118.4 130.0 ! MULLION'MI' MULLION 'M2' MULLION'M3' MULLION'M4' 30' 13D.0 130.0 130.0 130.0 = r JP IS IN"{ S% IN'3 IS W"{ $Z IN'•J Ix W-4 SZ IN"31 _ I% IN-{ SZ IN- �_ 36' 126.4 130.0 130.0 170.0 6.7195 2.6757 10.8072 7.7590 ALVMINUY 6.7195 2.6757; ALUYINOY 6.7195 2.6757 42" 110.5 130.0 130.0 170.0- 3 d w 98-1/2' ---- SEEEL 2.7506 1.2225! STEEL 3.7533 3.5717 N 48" 99.0 130.0 130.0 130.0 TOTAL .14.6962 TOT'M• 17.6047 �z to { 6 AlV9,b s1L x 2.p h/WAN 54" 90.5 170.0 120.8 730.0 I �---- -- 3 •1'�r1 m i y 58" 85.9 130.0 114.4 130.0 wt 8 I.Mj ry7 m {{ 30" 130.0 130.0 130.0 130.0 WIDTH (W) = WT ! ~W n S 36' 113.4 170.0 130.0 I30.0 AT FRAME JAMB W W p I = WPI 42" 102" 99.0 130.0 /70.0 130.0 48" 66.6 130.0^ 123.2 130.0 w i m 00 54" 80.7 129.9 111.8 I30.0 56" ! 78.6 126.4 108.7 129.9 30" 1 112.4 130.0 130.0 130.0 S21 36" I 95.0 130.0 _ 130.0 170.0 42' 108' 82.8 130.0 122.5 170.0 L •s;.;; wi r { 48" 73.8 118.8 108.9 130.0 53' 68.1 109.6 100.7 119.7 _L 30" 104.6 130.0 130.0 170.0 36' 88.5 130.0 170.0 130.0 W'1 W2 az" 110-I/2" 77.1 • 127.9 116.8 130.0 W1 + W2 •2 i a8' 68.7 110.5 107.7 124.0_ WIDTH (W) o ) 52" 64.3 1014 96.9 115.8 AT FRAME MULLION 2 I 4 30' _95.3__130.0_ 130.0_ _ 130.0 " 'O 36" 80.4 129.7 128.1 130.0 42" 114" 69.8 1 112.5 109.4 130.0 48" 67.3 100.1 97.1 116.0 l 1 r 50" 60.1 96.7 93.7 1 112.0 •',' ��-' 30" 81.5 130.0 130.0 130.0 PRODUCT REVISED .••• $ 36" 66.6 110.{ 113.5 130.0 t W.,plying with ale F l40da Eng,:JAVAD AHMAO cc # 120" HaHding w N t 0 2 O: '143 M.PE 70592 S 42" 59.6 95.9 98.3 117.5 _ '`cc`s° Daw �,p C.q, x538 I I { 48" 53.0 65.2 87.1 104.1 LL 19 ! s s Dy NOTE: mi i ade PToduc; n!' INTERPOLATION BETWEEN WIDTHS ALLOWED. ! 2 CM drawing no.� MULLIONS X08-90! y sheet 3 of 12 i I MULLION LOAD CAPACITY - PSF ��3 MULLIONS WITH INTERMEDIATE HORIZONTALS 1 rn R JAMB'J2' UNANCBORED �� 1 JAMB'JI' JAMB'JI' JAMB'J3' JAMB'J3' JAMB OPTIONS NOMINAL DOTS. MULL'Y7' MULL'712' MULL'MO' MULL'M4, MTUL OPTIONS Z n % I EXT.(+) EXT.(+) EXT.(+) EXT.(+) F o WIDTH(W) FBANE HEIGHT INT.(-) INT.(-) INT.(-) INT. !- 30' 130.0 130.0 130.0 130.0 }6" 130.0 130.0 -_130.0 130.0 p X) k 42' 130.0 130.0 130.0 7}p.0 INTERMEDIATE HORIZONTALS i JAMB'J1' JAMB '12' JAMB'J3' d W 48' 130.0 130.0 130.0 130.0 p 54° 130.0 170.0 150.0 130.0 IZ IN�4 3i IN�3' lx IN-4 Sx IN-3 lx IN-4 SZ 114 3 W 60• 130.0 130.0 130.0 130.0 L6.6509_ 2_6421! 70_6486 4:4452 ALUMINUM 6.6509 2.6421 O:u E STEEL 2.7506 1.2225 TOTAL a m g 30' 130.0 170.0 130.0 170.0 o p 36` 130.0 130.0 130.0 130.0, _ .Awu+e STL x 211114.6276 3 Q p Q R 42` 130.0 130.V 130.0 130.0 � ar N N p a f 66-I/2" . Z 48" 130.0 130.0 130.0 130.0 "'' "'- Q W 7 q [ �ZJ7 0� 54" 118.1 130.0 130.0 130.0 _ j ZM �. 60' 106.3 730.0 127.2 130.0 =M i t 30" 130.0 130.0 130.0 130.0 a W 61 f F U 36" 130.0 130.0 130.0 130.0 42" 130.0 130.0 130.0 130.0 90 wlDTti (w) w1 ? 48" 118.0 130.0 130.0 130.0 AT FRAME JAMB C0 j 54" 104.9 130.0 130.0 130.0 _ � Z 60" 94.4 130.0 1 117.5 130.0m MULLION '141' MULLION 'Y2' MULLION'M3' MULLION'M4' 30" i 130.0 770.0 130.0 130.0 INTERMEO'ATE HORIZONTALS '0 1 36" 129.6 130.0 130.0 170.0 - - W I _ - Ix IN'1 Sx IN"'3 Ix IN�4ISi IN"'3 ra W-4 SZ IN 3 IX IN-419X IN-31 �U 42" _ 111.1 130.0 130.0 130.0 6.7195 2.6757 '10.8072 3.7590 ALUMINUM 6.7195 2.6757 ALUMINUM 16.7195 2.6757 3 g 9e ;STEEL :2.7506 1.2225 1 STEEL 3.7533 3.5717 1` 48" 97.2 130.0 129.0 130.0TALL O d N 2 En 54" ! 88.4 1 NO 114.7 130.0 T�uVrAPi+u 511 x zg 14.69621 NO�y+a SIL X 2.9 �17.6047 3 3 60" 77.8 125.1 103.2 123.4 w g M m ( 30" 130.0 130.0 130.0 1 130.0 i 1�I Z� I a r 36' I 120.0 130.0 In n 42` ! 98-1/2' 102.8 130.0 130.0 _ 130.0 g Z 3==o 48• 90.0 130.0 122.5 1 30.0 = lil SC I BO.0--- -72 --1 W.0 130.0 z Q 58" 1 74.5 119.8 101.4 121.2 30` 129.7 130.0 130.0 _W30100_ 011 36" 108.1 130.0 130.0 130.0 W1 + W2 42" 92.6 130.0 130.0 130.0 WIDTH (W) _ 2 102' AT FRAME MULLION 48" 81.0 130.0 114.3 130.0 w 72.0 115.9 101.6 121.4 : t 54" h t4 56" 69.5 111.7 98.0 117.1 30" 109.2 130.0 130.0 130.0 o" J6" 91.0 130.0 130.0 130.0 I�I I 42" 108° 78.0 125.5 716.5 130.0 o i 48' 68.3 109.8 102.0 121.9 ! 53" 61.8 99.5 92.3 110.4 30" 102.0 130.0 130.0 130.0 c m 36" &5.0-_-130.0 129.9 130.0 •• ••• -2 n 3 42" 110-1/2• 72.8 117.2 711.3 130.0 : • • • ••• • • ••• � o< m 48" 63.7 102.5 97.4 116.4 • •• • • • • •• PRODUCT REVtS •• • • • • ••• ' 52' 58.8 94.6 89.9 107.4 :s camplyi0g wityi lOn�a • • • • • • • .,,. _ >3wldingU& t6- 0 Oq 3IS 10Eogr:JAVA AVMA 30• 92.9 130.0 130.0 130.0 • • • • � I 36' 77.4 124.5 172.0 130.0 AcceptancC No 219 C141C i i 42" 114" 66.3 108.7 104.8 725-0 cmueTiOn Dalt 3 FLA:,PE'//�70592 N.S538r 48" 58.0 93.4 91.5 109.4 50' 55.7 89.6 87.8 105.0 1< Oct al • • • r • • •. 30` 79.6 128.1 170.0 130.0 •• :• • ••: : • •. •- ::. _ _ drawing no. 36' 66.4 106.7 110.1 130.0 ryry cc qqff�� 42° 120• 56.9 91.5 94.4 112.8 NOTE: ••• • • •• �• • • LtJ tY W08-90 j 48" 49.6 80.1 82.6 98.7 INTERPOLATION BETWEEN WIDTHS ALLOWED. ASULLfONS fS} sheet 4 -f1211 • • 0:0 • • .. .. . . • ... . . . . ... . SUNSHINE WINDOWS DOOR h TRANSOM INTERMEDIATE F.EE SEPAVTE NO • • I 0 OPTIONALALS SUNSHINE WINDOWS • .___ ••• : : �o ALL FIXED LIES SEE SEPARATE NOA • y • ' • • : : Z n 3 -- ,—� -_ -__ .--•�_• __T__ F IY iib H D OR v I'I n n / r 0:o o m o / r 0'ORu / i i ii \ e • I /�, ii • •• cl o II/ aS2J oIu • r •• • F� = ' _ / d i A '� o I p i __ w •', • i• I • • O U f/1 M w I I % w II /' d - w it II;NA` ii • i • •��i I i + • • V p ; c ANCHOR LOAD CAPACITY - PSF 6X7.(+)k IM.(-) 4 V 301 1/2" MAX.SHIM SPACE 3/8"MAX.SHIM SPACE 1/4'MAX. SHIM •�I NOMINAL DUES. ANCHORS TYPE'A' ANCHORS TYPE'D' ANCHORS TYPE'C' ANCHORS TYPE 'A' _ ANCHORS TYPE 'B' _ANCHORS TYPE'C' ANCHORS TYPE 'D' mol WD1H (w) FRAME HE!G!1 A2 A3 A4 A5 B2 B3 B4 B5 C2 C3 C4 C5 A2 A3 A4 AL BE B3 B{ B5 C2 ' C3 C4 C5 D2 D3 D4 Z u1 30" 64.7 97.1 129.5'170.0 73.6 110.4 130.0 130.0 127.6'130.0 120.0 130.0 85.9 1280 1]0.0 770.0 97.5 170.0 170.0 170.0 130.0 130.0 130.0 130.0 170.0 1}0.0 130.0 i f Z •o 1 36' 54.0 80.9 107.9 1 150.0 61.5 92.0_122.7 130.0 10_6.4 1300 130.0 130.0 71.6 107.4 130.0 130.0 81.3 121.9 170.0 130.0 170.0 130.0 130.0 130,0 130.0 130.0 130.0 a Wf Iv 42" 72° {6.2 69.4 ! 92.5 115.6 5_2.6 78.9 105.1 1 IJ0.0 91.2 130.0 1130.0 130.0 61.4 92.1 122.7 170.0 69.7 104.5 130.0 130.0 120.6 130.0 170.0 170.0 130.0 130.0 170.0 fdL 6 m L C" 40.5 60.7 80.9 1101.2 46.0 69.0 92.0 115.0 79.8 119.7 130.0 1 130.0 53.7 80.5 107.4 13.0.0 61.0 91.5 121.9'130.0 105.6 130.0 170.0 130.0 127.7 130.0 130.0 a 54' 36.0 54.0 71.8 89.9 40.9 61.5 61.8 102.2 70.9 106.4 1300.-0-F 130.0 47.7 71.6 95.5 119.3 54.2- 61.3 105.4 130.0 93.8 130.0 130.0 130.0 113.5 130.0 130.0 r 60" 32.4 y 48.6 64.7 80.9 36.8 55.2 73,6 92.0 63.6 95.7 127.6 130.0 43.0 64.4 85.9 107.4 48.8 73.2 97.5 121.9 64.5 126.7 130.0 130.0 102.1 130.0 130.0 O N t7 30" 59.6 tl9.6 119.5 130.0 67.9 101.9 130.0 170.0 177.8•130.0 130.0 130.0 79.3 119.0 130.0 130.0 90.0 130.0 130.0 130.0 130.0 130.0 130.0(130.0 130.0 130.0 110.0 V ~ 36" 49.8 74.7 99.6 124.5 56.6 1_8x9 1-113.2 1 130.0 98.2 130.0 130.0 130.0 60.1- 99.1 130.0 130.0 75.0 112.6 130.0 130.0 129.9 130.0 1 130.0 1300 130._0 1_50.0 130.0 d S! 42" 78' 42.7 64.0 185.4 106.7 48.5 T 72.8 97.1 121.3 _64.1_ 126.2 170.0 130.0 56.7 85.0 113.31 130.0 64.7 i 96.5 128.6 130.0 111.4'130.0 130.0 130.0 130.0 130.0 130.0 Q d 0 48" 37.4 56.0 74.7 93.4 42.5 63.7 84.9 106.2 73.6 110.4 130.0 13D.0 49.6 74.4 99.1 123.9 56.3 84.4 112.6(130.0 97.4 130.0 130.0 130.0 117.8 130.0 130.0 0.3 C 54" 33.2 1 49.8 66.4 83.0 37.7 56.5 75.5 94.4 65.4 98.2 130.0 130.0 44.1 66.1 88.1 110.2 50.0 75.0 100.0 125.1 86.5 128.9 130.0.130.0 104.8 130.0,130.0 2 N. 7w EO" 29.9 44.8 59.8 74.7 34.0 51.0 67.9 84.9 58.9 88.4 117.8 130.0 39.7 1 59.5 79.3 99.1 45.0 67.5 90.0 112.6 78.0 116.9 1300 1 130.0 94.3 130.0 130.0 LL Z N 1 0% ^ 30" 53.9 ! 80.8 107.8 1170.0 81.3 91.9 1122.5 130.0 108.2 130.0�130.0 130.0 71.5 107.3 170.0 130.0 81,2 121.8 130.0 130.0 130.0 170.0:730.0 130.0 150.0 150.0 130.0 J O t0 4 � 1 36" 44.9 67.4 89.8 112.3 51.1 : 76.6 :102.1 127.6 88.5 130.0 130.0 130.0 59.6 89.4 11_9.2 130.0 67.7 101.5 130.0 130.0 117.2 1130.0 130.0 130.0 130.0 130.0 130.0 Q W 022 1 42" 38.5 57.7 77.0 96.2 47.8 1 65.6 87.5 109.4 75.9 113.6 130.0:170.0 51.1 78.6 102.2 127.7 58.0 87.0 116.0!130.0 100.4 130.0 130.0 130.0 121.4 130.0 1 130.0 86-1 2" 48" / 73.7 Sp•5 167.4 84.2 38.3 57.4 76.6 95.7 66.4_ 99.6 170.0 170.0 447 67.0 89.4 111.7 50.7 76.1 101.5 126.9 87.9 130.0 130.0 130.0 106.3;130.0 1130.0 �j b 54" 29.9 44.9 59.9 74.9 34.0 51.1 68.1 85.1 59.0 88.5 118.0 170.0 39.7 59.6 79.5 99.3 45.1 67.7 90.2 112.8 78.1 117.2 130.0 t 130.0 94.5 130.0 13C.0 I Z 60" 26.9 40.4 53.9 67.4 30.6 1 450 61.3 76.6 53.1 79.7 106.2 130.0 35.8 : 53.6 j 71.5 89.4 40.6 60.9 81.2 101.5 70.3 105.4 1130.0 130.0 85.0 127.5 13G.0 vl N W Z 30" 51.6 727 103.6 129.5 58.9 88.3 117.8 1,30.0 1o:z 130.0 130.0 130.0 68.7 103.1 130.0 130.0 78.0 117.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 730.0 130.0 m 36' 43.2 64.7 86.3 107.9 49.1 73.6 98.1 122.7 85.1 127.6 130.0 130_.0 _57.3 85.9 114.6 130.0 65.0 97.5 130.0 130.0 112.6 j 130.0 130.0 130.0 130.0 130.0 130.0 N I! o I 42" 37.0 55.5 74.0 j 92.5 42.1 � 63.1 t 84.1 105.1 72.9 109.4 130.0 130.0 49.1 73.6 98.2 •122.7 _55.7 ! 83.5 111.5 130.0 96.5 130.0 130.0 130.0 116.7 130.0 130.0 -� 48" 90" 32.4 148.6 . 64.7 80.9 36.8 55.2 73.6 92.0 63.8 95.7 127.6.!130.0 43.0 64.4 85.9 107.4 48.88 73.2 97.5 121.9 84.5 126.7 130.0 130.0 102.1 130.0 130.0 3 V a�'j 54' 1 28.8 I /J.2 57.6 71.9 32.7 49.1 85.4 81.8 38.7 85.1 113.4 j 130.0 78.2 57.3 76.4 95.5 47.4 65.0 186.7 108.4 75.1 112.6 130.0 130.0 80.8 130.0 130.0 S a q 60" 25.8 38.8 51.6 64.7 294 44.2 58.9 73.6 51.1 76.6 102.1 127.6 34.4 1 51.6 68.7 85.9 39.0 58.5 78.0 97.5 67.8 101.3 130.0 130.0 81.7 122.6 130.0 8 O O N 1 30" 48.6 72.6 1 97.7 121.4 55.2 62.8 110.4 130.0 95.7 170.0 270.02170.0 64.4 98.7_ 128.9 170.0 77.2 109.7 130.01130.0 126.7 130.0 130.0 170.0 170.0 130.0 130.0 SEE SHEETS 5 AND 8 FOR ANCHOR DESCRIPTION. g'�1 n m t 36" 40.5 60.7 80.9 101.2 46.0 69.0 92.0 115.0 79.8 .119.7 130.0 130.0 53.7 80.5 107.4 130.0 61.0 91.5 121.9 1 130.0 105.8 1 130.0 130_.0_ 130.0 127.7 130.0 130.0 o Z M 1 i 42" 34,7 52.0 69.4 86.7 39,4 59.1 78.9 98.6 88.4 102.6 130.0 130.0 46.0 89.0 92.1 115.1 52.3 78.4 104.5 130.0 90.5 '130.0 170.0 170.0 109.4 130.0 130.0 1 rc,- 96' - -'- RODUCTREVISED to 48" 30.4 45.5 60.7 75.9 34.5 51.8 69.0 86.3 59.8 89.7 119.7 130.0 40.3 60.4 80.6 100.7 45.7 68.6 91.4 114.3 79.2 116.8 130.0 130.0 95.8 130.0 130.0 S W W -� _. oomptyin ,wh d1 Florid. $ z 3=n 54" 27.0 40.5 54.0 67.4 30.7 46.0 61.7 76.7 57.2 79.8 108.4 130.0 35.8 53.7 71.6 t 89.5 40.8 81.0 61.3 1 101.8 70.4 105.6 170.0 170.0 85.1 127.7 170.0 c Code ' 0'�Q4-4q y N N JW 60' 24.3 764 18.6 60.7 27.6 41.4 1 55.2 1 69.0 47.9 71.8 95.7 !119.7 72.2 46.3 84.4 80.8 36.6 54,9 77.2 91.4 67.3 95.0 126.7 130.0 78.8 114.9 170.0 Date '1 2010 W ?00 Q r 30" 47.3 71.0 94.7 118.3 53.8 180.7 107.6 130.0 93.3 130.0 130.0 130.0 62.8 94.2 125.8 130.0 71.3 1107.0 130.0•130.0 123.5 130.0 130.0 130.0 130.0 130.0 130.0 •7 ;n N EE C 3G" 39.4 59.2 78.9 ! 98.6 44.8 67.2 89.7 112.1 77.7 116.6 130.0 1}0.0 52.3 78.5 104.7 130.0 594 89.1 118.8 130.0 102.9 130.0 130.0 130.0 1244 130.0 130.0 Y O 1 We Froduct Cont 42" 98-1/2" 37.8 x50.7 67.8 64.5 36.4 _57.6 76.9 96.1 06.6 100.0 170.0 170.0 44.9 67.3 697 112.2 SOA � 76.4 101.9 127.7 88.2 130.0�150.0 170.0 106.7,130.0 130.0 48' 29.6 44.4 ! 59.2 73.9 33.6 50.4 67.2 84.1 58.3 _87.5 116.6 170.0 39.7 58.9 i 78.5 98.1 44.6 w.65.8 89.1 1114 77.7 115.7 130.0 130.0 97.3T1J0.0 770.0 ! 54" 26.3 39.4 52.6 65.7 29.9 44.8 59.8 74.7 51.8 77.7 103.7 129.6 34.9 52.3 69.8 87.2 39.6 594 79.2 99.0 65.5 1102.9 130.0 130.0 83.0 124.4 130.0 3. [y 30" j 45.7 68.6 91.4 114.3 52.0 77.9 107.9 129.9 90.7 170.0 130.0 170.0 60.8_ _91.0 121.} 130.0 65.9 103.3 130.0 170.0 119.2 130.0 130.0 1}0.0 130.0 130.0 130.0 xx IS 36' 38.1 57.1 76.2 95.2 43.3 64.9 85.6 108.2 757 112.6 130.0 130.0 50.5 75.6 101.1 126.1 57.4 88.1 114.8 130.0 99.4 130.0 110.0 1]0.0 120.2 130.0 1300 < --_ O^ 0 t 42' 102" 32.6 4_9.0 65.3 81.5 37.1 55.7 74.2 92.8 64.3 96.5 128.7 130.0 47.3 65.0 86.6 1108.3 49.2 73.8 98.4 '123.0 85.2 127.7_ 130.0 130.0 10.3.0 130.0 130.0 - w 48" 25.6 42.8 57.1 71.4 72.5 48.7 64.9 81.2 56.3 84.5 112.6 13_0.0 37.9 56.9 75.8 94.8 43.0 64.6 86.1 107.6 74.5 111.8 130.0 130.0 90.1 130.0 130.0 2 C7 54" 254 38.1 50.8 67.5 26.9 ! 47.7 57:� 72.2 50.0 75.1 100.1 125.1 33.7 50.5 1 67.4 54.2 76.3 57.4 76.5 95.6 66.2 994 170.0 /70.0 60.1 120.2 130.0 :C:: 30" 43.2 64,7 86.3 107.9 49.1 73.6 98.1 122.7 85.1 127.6 150.0 130.0 57.3 85.9 1114.6 130.0 65.0 97.5 130.0 170.0 112.6 130.0 130.0 130.0 130.0 130.0 130.0 E 36" 105" 36.0 54.0 71.9 89.9 40.9 61.3 81.8 102.2 70.9 106A 130.0 130.0 47.7 71.6 ' 95.5 119.} 54.2 81.3 108.4 130.0 93.8 170.0 130.0 130.0 117.5 130.0 130.0 0 i 42" 70.5 46.2 61.7 77.1 35.0 52.6 70.1 67.6 60.8 91.2 121.5 130.0 40.9 61.4 81.8 ,102.3 46.5 69.7 92.9 116.1 80.4 120.8_170.0 130.0_ 97,3 130.0 150.0 V1 48" 27.0 40.5 54.0 674 30.7 46.0 61.3 76.7 53.2 79.5 106,4 130.0 35.8 53.7 71.6 89.5 40.6 61.0 81.3 :M 9P.6 pI 5. 130. 130.0 85.1 127.7 130.0 H 6, 0' 30" 42.2 63.3 84.4 105.5 48.0 71.9 95.9 119.9 83.2 124.7 130.0 130.0 56.0 84.0 112.0;130.0 63.6 95.3 127. 130.0 1101 •30.� 1.10.0 130 .0 .o -73;-0 3C �R� o o m 36" 352 j 52.7 70.3 87.9 40.0 59.9 79.9 99.9 69.3 103.9'130.0 130.0 46.7 70.0 93.3 716.6 53.0 79.4 105.9 130.0 �1 •1�.0 130 ■0. 130.0 130.0 �-� 110-1/2" - Z 42' 30.1 145.2 60.3 75.3 34.3 51.4 68.5 85.6 59.4 89.1 118.8 130.0 40.0 60.0 80.0 100.0 454 68.1 90.8 117.5 7816 617.% 1JP.0 130, 5.1 170.0 130.0 W {e" 260 j 39.6 52.7 65.9 30.0 45.0 59.9 7{.9 52.0 78.0 103.9 129.9 35.0 52.5 70.0 87.5 39.7 58.6 79.4 99.3 t�.t 130e 13010 13.26 4;24.8 130.0 W • Engr:.xvA73W. 30' 40.9 161.3 81.8 102.2 46.5 2 69.7 93.0 116.2 80.6 120.9 130.0 130.0 54.3 81.4 108.5 130.0 61.6 92.4 1123.2 130.0 106.7 130.0 1.30.01130.0 129.0 130.0 170.0 C191t.- a - m FLA.'PE/70592 i 36" 114" 34.1 51.1 68.2 85.2 36.7 i 58.1 1 77.5 ! 96.8 67.2 100.8 130.0 130.0 45.2 67.8 90.4 117.1 St.3 77.0 102.7 128.4 88.9 130.0 130.0 1 130.0 107.5 130.0 130.0 N.},538 1 I 42" 29.2 43.8 58.4 73.0 33.2 49.8 66.4 83.0 57.6 86.4 115.2 130.0 38.8 58.1 77.5 96.9 44.G 66.G 88.• y 76.2 1 Z ' 1 1 2 .3 / 0 130.0 92.2 130.0 130.0 O _ _ , _ _ _ _ / s I§ 1r 48" 25.6 38.3 51.1 63.9 29.1 43.6 58.1 72.6 50.4 75.6 100.8 125.9 33.9 50.9 67.8 84.8 38.5 57.8 77. 9�3 66.7 Opy_ 131y0 130.0 t OS 130.0 - a • a 1 „ 30" 3B.B 58.3 77.7 197.1 44.2 66.2 88.3 110.4 7_6.6 .114.9 130.0 130.0 51.6 77.3 103.1 128.9 5&5 87.8 107.1-1 0 1 19J.3 F1 13ft 130.0 022.0 100.0 -j--y-- --i- O drawing no. # 36" 32.4 48.6 64.7 80.9 36.8 55.2 73.6 92.0 63.8 95.7 127.6 170.0 43.0 64.4 85.9 107.{ 4&8 73.2 97.5 1210 64.5 12E�'11 13.0 102. 110.0 2}0.0 42" 720" 27.7 41.6 55.5 69.4 71.5 47.3 67.1 78.95{.7 82.0 109,4 130.0 38.8 55.2 77.8 : 92.1 41.8 182.7 83.6 1 .5 72.4 1e5.6 1300 130.0 51.5 13 130.0 2�(6 jW08-9� 1 48" 24.3 36.4 48.6 60.7 27.6 41.4 55.2 69.0 47.9771 5 95.7 J12.71 32.2 48.3 64.4 80.6 36.6 54.9 73.2 1 91.4 1 63.3 95.0 126.7 130.0 78.6 114.9 130.0 ••• • • • • ••• • • ••••• • • • ••• • ••• • • ••• ••• •• • . . •o: ... . . . . ... . DOOR MULLION LOAD CAPACITY-PSF DOOR MULLION LOAD CAPACITY-PSF -� 3 N ]AMB 'JD2' •• • • • ]AMB 'JD2' rn JAMB 'JDl'JAMB 'JDI'JAYH ']D3'JAMB 'JD3' • • • • •• 7A1hB •JDl J 'JDl'JAMB 'JD3'JAMB 'JD3' m SIDELITE FRAME MULL'MDI'MULL'MD2'MULL'MD3'MULL'MU4 • • S:.,,� WtAME•MULL•'MDI U 'MD2'NULL'MD3'MULL 'MD4' m I; RIDT[f HEIGHT EXT. (+) EXT.(+) EXT, (+) EXT.(+) M • WTTH• BRIGHT E&T.!.) ENS.(+) EXT. (+) EXT. HE (+) 0 INCHES INCHES INT.(-) INT. (-) INT. (-) INT. (-) • • IN• .0 I*HES INT.(-) NT. (-) INT.(-) INT. (-) O 32 120.0 120.0 120.0 120.032 90.0 90.0 90.0 90.0 f 36 120.0 120.0 120.0 120.0 36 90.0 90.0 90.0 90.0 SO G I 42 86_1/2 120.0 120.0 120.0 120.0 42 98-1/2 _90.0.y 90.0 90.0 90.0 N 48 120.0 120.0 120.0 120.0 .• so• 4860 0 0.0 90.0 90.0 IiI {WY • • • O G 54 120.0 120.0 120.0 120.0 •• •65.7 • 90.0 90.0 90.0 0 H m LL 60 119.4 120.0 120.0 120.0 • . 32•• • • X7.6 _90.0 - 90.0 90.0 m 32 109.5_ 120.0 _120.0 _ 120.0 ••• • • • 110.1/28 •• 90.0__ 90.0 90.0 a p Mme_'m 36 104.2 120.0_ _120.0 720.0 42 68.8 90.0 _ 90.0 90.0 p IL 0 p g 42 98-1/2 97.2 120U 120.0 120.0 46 64.5 90.0 90.0--_ 90.0 0 N ytN7j Orz 48 91.1 120.0 120.0 120.0 32 70.6 90.0 90.0 90.0 C ZZp ry 54 85.7 120.0 ni-2.71 0.0 36 114 _ 67.2 90.0 90.0 90.0 LL=N m 32 77.fi 120.0 0.0 42 _62.7 90.0 90.0 _90.0 J f7 36 73.8 1144 0.0 48 56.7 90.0 90.0 90.0 Q W m f J 10-7/2 42 68.8 105.7 0.0 32 60.6 90.0 90.090.0046 64.5 100.0 7.7 36 120 57.6 89.4 90.0 90.0 V 42 53.8 83.3 59.1 90.0 Z SUNSHINE WINDOWS 45 1/2" MAX. 87 1/2" MAX. 48 50.4 78.1 83.5 1 90.0 '-J- DOOR DOOR WIDTH DOOR WIDTH �' m SEE SEPARATE NOA SUNSHINE WINDOWS 45 1/2" MAX. I .( m DOOR DOOR MOTH N n ----- I -_„ SEE SEPARATE NOA -------- I¢I?U n -OD OR / I' 0 OR ill _ O'OR/� / s D'OR'/ II / E t1 E P ¢ Of p i CI E <_ I✓ /, it l N �' a __ 11 II Y II it J d pI ORt- il OR Z W W n i I II II $ tamed i A j i A iii / n j .j xs 9 r w i s U 6 u✓ � d =_��_ "9 z CO-I V oa 43 3/4' INTERMEDIATE 85 3 4"MAX. y SIDELITE WIDTH MAX. 9DEUTE WIDTH / HORIZONTALS SEE CHART CL TO CL O�M. OPTIONAL SEE CHART CL TO CL OIM. 43 3/4" 4"02! SIDELITE WIDTH MAXSSEEEEJC��pRTCLTO Cl DIM. PRODUCT RL•t%ISEC) as cornptyiag wi01 E6:f•lonax BMilair=C°e ,s. 023olt8 �' ! ACCeli g Ce do '19 , p ilatbE D6te rri By a o "' °d`P`°d°clf',l " DOOR-WINDOWALL ` c6m _TRANSITION MULLION P frgr:JAVAO AMMAD CML FLA_ PE iP'70692 I I I S JAMB 7Dl' JAMB 'JD2' JAMB'JD3' MULLION'MDI' MULLION'MD2' MULLION'MD3' MULLION'MD4' CAN.3538 I I I o v0 1Z IN"4 SZ IN"3 II IN"41Hi IN-3� lz IN"4 SZ IN"7 IZ IN"4 SZ IN'7 11 IN�4 SZ IN-3 lYIN�4 6.570 2.7226 10.6577 3.8057 ALUMINUM 6.570 12.7226 I fi.7195 2.6757' 10.8072 4.4788 ALUMINUM 6.7195 2.6757 ALUIQNUI[ 6.7195 2.6757 S STEEL _ 2.7506 1.2224 57EEL 1 2.7506 1.224 STEEL 3.7533 7.5717 �� drawing no. § 14.5467 TOTAL 14.6962 TOTAL 117.6041 `/,I p (� § h A W Y k SR%1.91 k MAIM+k SR%1.9, m%19 r y O p-9 0 sheep t 6 of d f i DOOR MULLION LOAD CAPACITY-PSF SUNSHINE WINDOWS DOOR MULLION ANCHDR LOAD CAPACITY - PSA ; DOOR&TRANSOM EXT.(+)&INT.(-) li o JAMB JD2 SEE SEPARATE NOA 1� JAMB 'JD1' JAMB 'JDI'JAMB 'JD3'JAMB 'JD3' i 1/2"MAY. SHIM SPACE I m SIDELITE FRAME MULL'MDI'MULL 'MD2'MULL'MD3'YULL'MD4' - __-_- __ - ______-----_ _ HEAD ANCHORS SELL ANCHORS o WIDTH HEIGHT EXT.(+) EXT. (+) EXT. (+) EXT. (+) 5i!; iii; NOMINAL DIMS. TYPE'C' TYPE 'C' Z w I INCHES INCHES INT.(-) INT.(-) INT. (-) INT.(-) WIDTH (W) (FRAME HEIGHT C4 C5 C3 C 11-- q i 30 90.0 90.0 _ 90..0 90_.0-- 30 36 90.0 90.0 900 90.0 36 I 8999.400 999000..000 90.0 OR _ 90.0 42 90.0 90.0 90.0 90.0 42 9FQ.O 96 . Q 90.0 d48 90.0 90.0 90.0 90.0 48 „F60y,l R �tbl• 4V � O, I GSl N I 54 85.4 90.0 90.0 90.0 =x p II I II I. J 54 85.5 90.0 90.0 60 81.0 90.0 90.0 90.0 w U E p / II I II \ I == o f - c W w I✓ y. III 1 'i �460 81.8 90.0 90.0 r 30 86.3 _90.0 90.0 , 9_0.0 w 30 + -. -- QV H . . . 809 90.0 90.0 0.0 900 O(LO-Q 89.9 90.0 90.0 .7NIr36 _ C 42 102 762 go 00 0.0 90.0 / 42 102 _ _ IIiO 48 71.9 90.0 _00_ 900 I 0 4Ir Q85.7 90.0 9 .0 z- 54 54 68.2 90.0 90.0 90.0 M 584 81.8 90.0 90.0 tH7 Gwc+ON9 Si 30 69.6 90.0 90.0 90.0 1{I =_ 30 90.0 90.0 90.0 d O f 1? _ _ __ _ ------_��--- a-� - - 36 108 65.4 90.0 _90.0 90.0 ---- -- 36 108 90.0 90.0_ 90.0_ Q w m 42 61.7 90.0 90.0 90.0 42 _86.3 90.0 90.0 U I. SISELITE WIDTH 48 58.5 90.0 88.3 90.0 85 3 4 MAX. 48 82.2 90.0 90.0 � ! SEE CHART DOOR WIDTH 30 57.2 88.7 90.0_ 90.0 _ 30 90.0 90.0 __ 90.0_ Z °. 36 114 53.9 83.6 85.3 90.0 3s 114 87.5 90.0 90.0 V, N 42 51.0 79.0 80.7 90.0 42 83.0_ 90.0 90.0 48 48.3 74.9 cc 76.6 90.0 48 79.0 90.0 90.0 30 47.8r62.8 4.1 78.7 90.0 30 89.3_ 90.0 90.0 36 120 45.79.9 74.4 88.9 76 120 84.4 90.0 90.0 w t U 42 42.76.2 70.5 _ _ 84.2 42 80.0 _90.0 90.0 'C, g 48 40.5 67.0 80.1 48 76.0 90.0 90.0 o D-N g ._ 3_ 3" O O N }y{ + DOOR-�9INDOWALL3" 3' STSTii M n m 3" 6• 3" ! I TRANSITION HELLION 'C4' AT HEAD 'C5' AT HFA n 6" 3 3 = ?RODUCT REI7SED ss c WlYmg with the-.Fbpi3K Building Code 4cxp n,No 16-_Q2 0 19 'C3' AT SILL e o Ex iraton Deto 3 TA ANCHORS TYPES SEE SHFFT 8 FOR DESCRIPTION N��822 6• C4 = (4) ANCHORS ttPE 'C' AT EACH SIDE OF DOOR MULLION8110 Pt G� llli,nlCS (5) ANCHORS TYPE "C' AT EACH SIOE OF DOOR MUWONLLION• ALIOVER A�C1-IORS TO BE SPACED AS PER ELEVATION. I FTION, MULLION ANCHORS II§,:JAVAO'AH D ..Clyt I i s FLA.PE p'70592 € JAMB 'JD1' JAMB'JD2' JAMB'JD3' MULLION 'MDI' MULLION'MI MULLION 111113' MUU10N 'MD4' CA. .3538 Iz IN"4 Sz IN'J Tz IN-L SZ IN-3 Iz IN'4 SZ IN-3 Ii IN"4 Sz IN"3 IZ IN"4 SZ IN"3 li IN�4 Sz IN"3 • • V IN74 Si "] • g �' I 6.570 2.7226 10.6577 3.80571 ALUMINUM 16.570 2.7226 6.7195 2.6757 10.8072 4.4788 ALUMINUM 6.7195 2.6757 b719f 2.fj?57_. STEEL 2.7506 1.2224 STESL 2.7506 Lt_224 EL 0 3.-A 3. 17 • •• drawing no. IIy TOTAILM`V'+ 29 114.5467 i TOTAL 114.6962 i • 'U' I 1]. 0�1 •• • .2�`6 Nm%2-s. Ir ALIM+Nmpwilco X2D •5 _ • • 408 901 (sheet 7 of 1 2) ••• • • • •• •• ••• • •• • • • •• •• f • • • • • • • TYPK:AL ANCHORS TYPICAL ANCHORS 4 Y o SEE ELEV. FOR SPACING 1BY SEE ELEV. 5 }} — — — — — — 1� t• < L WOOD BUCKS •• :• ••• :• �E�`OL AN:HORS�SEE ELEV. FOR SPACING Z 3 ea " • c• / •• • • 'p fAt ,�/4•me-amu BY 'ELCO' (Fw 177 KSI, Fy-155 KSI) 0 °1 __—= I ° • • • • • INTO 2p1'WOOD BUCKS OR WOOD STRUCTURES F a $ • ••• •I ..• WITH 1-1/2" MIN. PENETRATION INTO WOOD IL a N THRU 1BY WOOD BUCKS INTO CONCRETE S C a WITH 1-1/4" MIN. EMBED INTO CONCRETE d �S• ••• • • ORECR,Y•ItZTQ CONCRETE ��p'�•� I 3 •� •: VT4,i•1-1•/`" MIN. EMBED INTO CONC. yn�! \J I N °d I b°�d • • WLI�IR iDGE DISTANCES a o�y¢2r pl u a cs f•• • • • IIVfO CONCffl& AND MASONRY = 2-1/2" MIN. 0 6 p< g N�• L _ INTO WOOD STRUCTURE 1" MIN. — — — — _ 0 TIT V1 O ro V TYPE'B'_ 1/4" DIA KWIK CON 11 BY'HILTI' (Fu-163 KSI, Fy=157 KSI) it II INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ,j t7 5 e II Ij WITH 1-1/2" MIN. PENETRATION INTO WOOD Q 602 I r 4 TYPICAL ANCHORS THRU 113Y WOOD BUCKS INTO CONCRETE �T II Ill SEE ELEV. FOR SPACING _ METAL I WITH 1-1/4" MIN. EMBED INTO CONCRETE a II STRUCTURES - m ° DIRECTLY INTO CONCRETE - o �� I WITH 1-1/4" MIN. EMBED INTO CONC. i o it�I 4 I I ANCHOR EDGE DISTANCES N II II INTO CONCRETE AND MASONRY - 3" MIN. ` ,R I! ii INTO WOOD STRUCTURE_1" MIN. L li it �t, � — — — — — — — — p'y 3 N .0C'4'Cl- 5/16' DIA ULTRACON BY'ELCO' (Fw177 KSI, Fy-155 KSI) g a N O 2 �a�N INTO 26Y WOOD BUCKS OR WOOD STRUCTURES n N o a, \ WITH 1-1/2" MIN. PENETRATION INTO WOOD 8 M n m i k7 �/ THRU 1BY WOOD BUCKS INTO CONCRETE 3 r (� I WITH 1-1/4"MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE m �g 3=°' lz7 WITH 1-1/4- MIN. EMBED INTO CONC. W Z L0 II' ANCHOR EDGE DISTANCES N N _ INTO CONCRETE AND MASONRY - 3" MIN lil Ill r� INTO WOOD STRUCTURE_1-1/4" MIN. �!I Ill I TYPE •D•_ 1/4'DIA.TEKS OR SELE DRIWNG SCREWS ST/ST (GRADE 5 CRS) a TWO PIECE OR ONE PIECE 3, ° HORIZONTAL INTO METAL STRUCTURES n INTERCHANGEABLE I STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) p F oI S BETWEEN HEAD k ILL I I ALUMINUM 1/6"THK. MIN. (6063-T5 MIN.) W S I II Ij ; I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) H�3 111 II ANCHOR EDGE DISTANCES �'g I INTO METAL STRUCTURE - 1/2" MIN. II II L 1A w a WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. o a+8 m CONCRETE AT HEAD, SILL OR JAMBS f e - 3000 PSI MIN. ° C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. .�o m oI � m Engr.JAVAD AHMAD = c --- - - SEALANTS: CIVIL ; FLA PE 70502 • • • ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF CAN. _ a v 6 • GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. P • INTERIOR FINISHES • v NOT BY SUNSHINE WINDOWS WOOD BUCKS AND METAL STRUCTURES NOT BY SUNSHINE WDW. L,TYPICAL �s�� njg1 drawing no. ILLUSTRATIVE ONLY SEE ELEV.FOR SPAC�NG MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND .IAN 2016 TRANSFER THEM TO THE BUILDING STRUCTURE. sheet 8 of T 2 i 3/8° l •MAX.4 ;; SHIM SPACE 3/6" MAX. 1/4" SEE ELEV. SHIM SPACE SHIM SPACE ��mo FOR SPACING SEE SEE ELEV. FOR SPACING 3 WITHOUT REINF, FOR SPACING G 1BY � SEE SHEETS 3 & 4 Z w WOOD BUCKS �� FOR CAPACITY o $I/ _ JAMB ANCHORS Z g 2 .OPTIONAL F I SEE ELEVATIONS ZL FOR SPACING p I I 4J m METAL tai�yNIuI III X11 - -- I I I STRUCTURES ♦Y a C j 0UR- �__'_ Y � � I ao 0goo8 7.75 a I U 3 8 3 D.L.OPG. a. AN HORS EXTERIOR JAMB OPTIONAL 'E' FRAME WIDTH SEE ELEVATIONS Q FOR SPACING JAMB ANCHORS ANCHORED JAMBS 3 OPTIONAL DO NOT REQUIRE REINFORCING i SEE ELEVATIONS S I dN it FOR SPACING 3. Z UNANCHORED JAMBS p M m MAY REQUIRE REINFORCING Z r1 I ` SEE CHARTS CAP 1/4"DIA. BOLTS WITH NUTS g Z 3=x4 ui 1-1/8"MAX' ///\ ALUM REINF. AT 6" FROM ENDS ALUM REINF. STEEL REINF. 1/4°MIN. D SEE SHEETS 3& 4 AND 18-1/2"O.C. MAX. SEE SHEETS 3 & 4 SEE SN1 3 & 4 LL+ Z a0 4 J FOR CAPACITY FOR CAPACITY FOR CAPACITY w n 3 n N _ • - D r__ n ° I I I I 11 i C r 0 2- 4 n II 0 o v T!7 ••D.L. OPG. D.L. OPG. • r:JAVAD ANMAD'CML!FLA.PE.170992CA.N.3538 PRODIICT RE'1•ISEg•• ••• _ " J asv oomP3Yvwl�t6a e"1Dride • •�t ILLUSTRATIVE ONLY Acceptffic N4•� •O 0��..,,•+i7 r • • • - drawing n9 O I ,�_ �U 2otg. .. •. P 2G 6 w08-90 .. Hy • Ldiami adePrN- !sheet 9 of 12 ••• • • • • ••• • • a •is • • • •• •• • • • •• •• ••• • • • ••• • OF I MIAMI-RADE COUNTY APPROVED • •• m LARGE MISSILE IMPACT RESISTANT •• • ••0 • ••• • rt____ Z m j TRANSOM • • • • ••• •♦• 0� 0lo ___ • ••• ry II I I Qa N N I I I ' • 09 .- - - - -J • ' ••• • • • • a a v a V Cpm I�_________--- v c •I •Q• ••co __- C__-__-________� o c •�•' � • °• 9 o a I a a C do m o i N' -- ----- ; ANCHORS TYPE'C• ANCHORS TYPE •C• Q _( I I SEE SHEET 7 I/ SEE SHEET 7 in FOR CAPACITY t�f FOR CAPACITY 'Z' j Z N_W 2 Q wmf CWITHOUT REINF. - ALUM REINF. ___-__________I SEE SEPARATE NOA FOR DESIGN LOAD L ; SEE SHEETS 6 & 7 FOR CAPACITY SEE SHEETS 6 & 7 FOR CAPACITY CAPACITY OF DOORS AND DOOR ANCHORS. i/ LOWER VALUES FROM DOORS NOA ---------+ ' ---------� �-; In "----------_I "----_i OR STOREFRONT SYSTEM CAPACITY CHARTS MIAMI-DARE COUNTY APPROVED MIAMWILL APPLY TO ENTIRE SYSTEM. I-DADE COUNTY APPROVED vl LARGE MISSILE IMPACT RESISTANT DOOR. IARGE MISSILE IMPACT RESISTANT DOOR ,',:. 1101 Ir------J L------------ L------ �S 3 J 4 4-r- - I I I I o acv E __ _-`____� M r7 i ____ 9 � MppLOIr 11 001Irrt�J ' ----- I ^JI I�,.J.j�¢ J { L I4_L___________'J` l_ L 16=1 J�� J! V1 N S i ----------------= ----- ----- -------------------------- D.L. ----- { -------------------------- `-------------" --- ( O.L. OPG. ( LLAF WIDIH D.L. OPG. 12 ( /1 LEAF WIDTH I�LLI I S1 EEL REINF. STEEL REINF. 'rl SEE SHEETS 6 & 7 G o SEE SHEETS 6 & `J FOR CA-ACITY / @ FOR CAPACITY ' W ' PRLJDUCT REVISED 13 11 / , -. hFloridacamptyu6 with _________ -____--__-__ _________- ------------ WCB rr 1w1s Acceplaoce No '�01.1 l i MIAMI-OADE COUNTY APPROVED MIAMI-DADS COUNTY APPROVED Explrym9 Dere �� LARGE MISSILE IMPAC RESISTANT DOOR LARGE MISSILE IMPACT RESISTANT DOOR j I I SY -I r______________ _^____.`.1 r______________ �.L Dyck pro uclC t; •�:•m _ - ._J L_____________ .> o _ -- - it------ �, it---.- 1 r ; - i------------- - L-'---"---------� `�1 ------ L Engi:JAVAD:AM MAO ' I _ - -_--- l I -j k-, I ------ f -1'L----� -cML , 3 I//x ======y FLA.PE 70592 "l � IL��== ; _ CAN. 636. ii 1i rr_JJ �i-----T i� r ---------------- --- ------------=--- --- -----J �;a 6 drawing no. --------------------------- -----------------------------a D.L. OPG. LEAF WIDTH D.L. OPG. 14 1 LEAF WIDTH , IW08-90 sheet 10 of 12 i 1• a t ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 4.968 u --�f t� 1.750 1_ ESa005 ASLEW HOLLOW FRANK HEAD/SILL _-----_- 6005-TS f I .188 1A ES8007 AS REQD SILL OPEN BACK FRAME HEAD/ 6063-T6 m 2 E58004 AS REQD. INTERMEDIATE HORIZONTAL 606y-T6 = --- Z •13 F3 E5a001 AS REDO. FRAME JAMB/MULLION T 6g -TS 0 a 1.750 3q AS REgD. DOOR MULLION 6005-T5 H W O 2.7504 E66006 AS REQD. CLASS STOP _ _ 6063-T5 = Q f N m 5 ES8002 AS REQD. MULLION SNAP-IN MATE6005-T5 O p o -125 6 ESS003 AS REQD. SHEAR CLIP 6010, - 0TYR N .TMP 4.000 7 - AS REQD. INTERIOR BULB CASKET VINYL - H 5.000 3.750 _ 8 ES8009 AS REQD. SPACER/SILICONE STOP _ VINYL - 0 G tll n ---3.984.9a4 8A - AS REQD. BUTTON BUMPER SILICONE 10 - 2/UTE S/76"X 1/2"X 2"LONG SETTING BLOCK,AT 1/4"POINTS EPDM DUROMETER a5t5 SHORE A 0 i S IT, Ylmy gi HOLLOW FRAME HEAD/SILL 11 #12 X 1-1/2" 4/CORNER ASSEMBLY SCREWS PHSMSSTEEL 12 - AS REQD. MULLION STIFFENER_ 6005-T5 �4.968 13 - AS REQD. MUWCN REINFORCING CHANNEL _ STEEL 3.7507 I l4 - AS REQD. MULLION REINFORCING BAR STEEL 2.750 1.750 = U m 1.750 2.750 O FRAME JAMB/MULLION .078 1.472 i y TYP. x{.578 la"L,T I 7g - 3.984 .253 3r 125 C]p r 1A OPEN BACK FRAME HEAD/SILL -094 TYP 8 raj r7 TYP. 4.968 3.368 3 1~n LL n 3.736 5.000 3.750 � W W 4.534 0 _ �n .124 `slj�< -� �y� 1 3.750 1.750 �Ls78 I .206 MULLION SNAP-IN MATE 3A DOOR MULLION 12 STIFFENER o .078 fP - p - 1,000 NP teaq I k-3.984 X1.578 i'P.ODUCT KF>V15'r:D .. s°�aml cone� _ 2 0�, •1� y ^�� 2 INTERMEDIATE HORIZONTAL 188 • •• L srlioa Date 201@ o oI .156- -1.78 156 1.78 • •• • • • • '-1i c Pv.11.u.( mltry 3.736 .094 TYP. 3.229 4.500 •4 • • • • • • • ,, •• •• 015 • • E•gr.JAVAD.AHMAD Q L I I Cihl, FIA PE',„-70502 38 CAN. 538 538 I n S 1 1.117 I.Goo • •• • ••• (� : v • qfq • �• •• • • ••�.• ry LU t6 drawing no. 4� sl 73 STEEL REINFORCING ••• 9! ••• •• • • � L W08-90 lJ GLASS STOP SHEAR CLIP 36 KSI MIN. sheet 1 1 of 12 • •• •• • •• •• �u /. i • i. •• . • • • . 3 _ . ..• �� of .. • • • .. N 11 I II ' ', •.. • • .•. .• �U Nm ..• • • • • • •• O- Qa g I G j II I II a W�LL Ij II {L �- 11 Jnmc �II II aW�fki / = U m 5/8-X 1/8" / " C7 I j ALUM PLATE w Z BENT TOMATCH JOINT / OC m N SECURED WITH /8 SMS (3) PER SIDE OF JOINT W 1 5/16 X I X 1/8" 1z f rn o o " ALUM ANGLE BENT TO MATCH JOINT 3 $x n m SECURED WITH M8 SMS (3)PER SIDE OF JOINT x'232 0 W zmu'J I w�x �2 E CIRCULAR OR ANGLED CORNERS a y12 x �FH SMS 0 #12 x 1' � PH sms /-/ HORIZONTAL CORNER Ac w"r9 0 0 ohm U'l ' N Cngr.JAVAD AHMAD CML FLA PE/70592 ( d CAN.3538 ampbInEE PR ReViS® - V F /- .+ftewerxrtae 1+N 2Qtti ne `ee s- 0 2 o Fa a Da. SECT. OR SQUARE CORNERS use ��p DOOR MULLION CORNER By YYOIt $-9O Pmduct sheet 12 of.1 2 C r MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Sunshine Windows Manufacturing,Inc. 1785 W.33'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 Jo pertorm M* the accepted•••:• manner, the manufacturer will incur the expense of such testing and the AHJ may immedltttel}r revo%e,6gtfl0ify, or •• suspend the use of such product or material within their jurisdiction. RER reserves0tt&0light to•fedoke thiit0000 acceptance, if it is determined by Miami-Dade County Product Control Section that this prodticT or material fails to....: 0000 meet the requirements of the applicable building code. •••••• This product is approved as described herein,and has been designed to comply with the Flgrjd;%BVildinggc&, ,,;,,• including the High Velocity Hurricane Zone. 00*000 0 0 0 0 0000.. DESCRIPTION: Series 111600"Aluminum Sliding Glass Door w/Reinforcements-L.Jr..)f;•; •, APPROVAL DOCUMENT: Drawing No: SGD13-01,titled"Series- 1600 Aluminum Sliding.Glass E�01_1 rtpact ,••• Resistant Glass",sheets 1 through 8 of 8,prepared by manufacturer,dated 03/23/14,with Rewisidl 2 datr1101/24/16,0.0•; 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 Limitations: 1. See Design Pressures and Pairs anchors requirements at frame jambs,intermediate anchors at head and sill (excluding cluster)and applicable to all sizes Pairs interlock clusters in Conc/Metal or Wood substrates in sheet 2. 2.Full length steel reinforcements at interlocks item# 11 and each panel bottom rails item#12 are required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a.revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributor$'and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0910.01 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 15-0204.04 MIAMI•DADE COUNTY Expiration Date: April 17,2019 Approval Date: February 25,2016 Page 1 j I Sunshine Windows Manufacturine,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under previous NOA No. 13-0910.01) 2. Drawing No: SGD13-01,titled"Series- 1600 Aluminum Sliding Glass Door Impact Resistant Glass", sheets 1 through 8 of 8,prepared by manufacturer,dated 03/23/14,with Revision 2 dated 01/24/16, signed and sealed by Francisco Hernandez,P.E. B. TESTS •••••• .r.*� Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 • 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 .:.... •.'..' ...... 3)Water Resistance Test,per FBC,TAS 202-94 • •• ••• 4)Large Missile Impact Test per FBC, TAS 201-94 • .:...: .•••'. 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 • •••• 6)Forced Entry Test, per FBC 2411 3.2.1,TAS 202-94 ..... .aipp... .... •• ; g witG-Oked-up drawings and installation diagrams of OX Alum sliding Glass doors,prepared by FenestratimTesting Lab,Inc.,Test Report No.FTL-6772 dated 01/11/2013, signed and sealed by •••••• •IMbn D.$rinson,P. E. :....: (Subadtterl under previous NOA No. 13-0910.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014, dated 01/24/16 and last revised on 02/05/16,prepared, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies w/ASTMS-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours &Co.,Inc. for their "Butacite®PVB interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014,dated 01/28/15,and letter of no financial interest, dated 08/28/13 (submitted under previous NOA No. 13-0910.01)prepared, signed and sealed by Francisco Hernandez,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. None. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0204.04 Expiration Date: April 17,2019 Approval Date: February 25,2016 E-1 GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). INDEX OF DRAWINGS 2.- SHUTTERS ARE NOT REQUIRED. 1 OF 8.- GENERAL NOTES AND INDEX OF DRAWINGS. .............. ............... 3.- REFERENCE TEST REPORT FTL-6772 DATED ON 01/11/2013. 2 OF 8.- DOOR ELEVATION, DESIGN PRESSURES CHART, Sunshine Windons ANCHOR DISTRIBUTION CHART AND CLUSTERS DETAILS. MmufocWng,Inc. 4.- FOR INSTALLATION REFER TO ANCHOR DISTRIBUTION ELEVATIONS ON SHEET 3 OF 8.- DOOR VERTICAL AND HORIZONTAL CROSS SECTIONS. 1745 W.33rd Pl 2 OF 23, CLUSTERS DETAILS ON SHEET 2 OF 8 AND TYPICAL SECTIONS ON ow Wa.etk Rada aw12 SHEETS 4 THRU 6 OF 8. 4 OF 8.- TYPICAL SECTIONS AT HEAD. Ph:(-105)364-9952 ATTACHMENT TO DIFFERENT SUBSTRATES. Fw:(305)626-5116 5.- WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL 5 OF 8.- TYPICAL SECTIONS AT JAMBS. SHALL BE PROPERLY ANCHORED AND SEALED TO SUSTAIN AND TRANSFER ATTACHMENT TO DIFFERENT SUBSTRATES. a THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND 6 OF 8.- TYPICAL SECTION AT SILL. 0 SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR ATTACHMENT TO DIFFERENT SUBSTRATES. Q INSTALLATION. 7 OF 8.- GLAZING DETAIL AND FRAME & PANEL CORNER DETAILS. A 6.- WOOD HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT 8 OF 8.- MATERIAL LIST AND PARTS DETAILS. a APPROVAL SHALL BE SOUTHERN YELLOW PINE G = 0.55 OR GREATER a V► DENSITY AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. zz 7.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY ANCHOR NOTES: F WITH THE FOLLOWING REQUIREMENTS: Q�p 1.- MECHANICAL PROPERTIES OF ULTRACON ANCHOR BY ELCO: q - CONCRETE STRENGTH FC'28 = 3000 PSI MIN. prq t4 - CMU AS PER ASTM C90. CMU MUST BE B-INCH THICK, NORMAL WEIGHT A.- YIELD STRENGTH (FY)= 155 KSI W BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. B.- ULTIMATE TENSILE STRENGTH (FU)= 177 KSI - FILLED CMU Fm' = 2000 PSI MIN. 2.- MECHANICAL PROPERTIES OF KWIK-FLEX SELF-DRILLING SCREW (GRADE 5) BY HILTI: dt ( 8.- STEEL HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS PRODUCT A.- YIELD STRENGTH (FY)= 92 KSI APPROVAL SHALL NOT BE LESS THAN 1/8" THICK. STEEL SHALL BE A-36 B.- ULTIMATE TENSILE STRENGTH (FU)= 120 KSI qS Fy = 36 KSI MIN. STEEL STRUCTURE SHALL BE APPROVED BY BUILDING 3.- MECHANICAL PROPERTIES OF DRIL-FLEX SELF-DRILLING FASTENER GRADE 5) BY ELCO: OFFICIAL PRIOR TO DOOR INSTALLATION. A.- YIELD STRENGTH (FY)= 92 KSI 9.- ALUMINUM, HOST STRUCTURE NOT INCLUDED IN THE SCOPE OF THIS B.- ULTIMATE TENSILE STRENGTH (FU)= 120 KSI PRODUCT APPROVAL. THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6 AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 10.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED + (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). /NHDUC►UMNED N M ewnplytn`with the Pbrl6i K 11: DOORS SHALL COMPLY WITH EGRESS REQUIREMENTS OF FBC 5TH EDITION 991a1y Cate o (2014) AS APPLICABLE. E.ptr.Nun N..1'5- syt1 o 19 a 12.- COLONIAL MUNTINS CAN BE APPLIED. wft tN�rlCroad z n m 13.- SEE CORNERS DETAILS ON SHEET 7 OF 8. •• ••• • • • • • •• i i 14.- USE NON-SHRINK, NON-METALLIC HYDRAULIC CEMENT GROUT PER •• • •• ; ;•; •• t o G ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. ••• ••; •• •• • • •• $ a DRAWING No. c GENERAL NOTES AND INDEX OF DR;AVINOS •; ,•• ••, SGD13-01 01-24}-1(p DATE:03-23-14 THIS PRODUCT IS LARGE MISSILE IMPACT RESIS AAT HENSE : ••• SCALE:NTS IT DOES NOT REQUIRE SHUTTERS •" •• •.•• •• ••• ••• FLORIDA ICOPE p 51393 SHEEP 1 OF a . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . _.... ..... ANCHORS INSTALLED IN PAIRS (TYPICAL FOR ALL ANCHORS) s" Mnx I A •• DESIGN PRBSUI&A 5.MAXAND N�HOR�ISTIt tBUTION EPART 45 1/8' SEE INTERLOCK MAX. D.L.O. WIDTH 17" MAX.. PANEL NOMINAL NUMBER OF PAIRS OF ANCHORS DESIGN PRESSURE Sunshine V md7n CLUSTERS DETAIL DIMENSION (INTERLOCK CLUSTER ANCHORS (PSF) kwfoctulin,Inc. a IN INCHES* • ••ARE NY)INCLVDED)• • 1745 W.33rd Placa I • • • • • • • • 546"NOMINAL Hialeah,Florida 33012 • •• • • • • ••• • IMPACT LAMINATED GLASS Ph:(305)364-9952 / FRAME r.000528-511 18 x HEIGHT • • • *..A*. • • • • w 52 • ••• AT YEA.AND A0.SIY. •ANCHORS INSTALLED ANCHORS INSTALLED w C x FRAME IN CONCRETE OR METAL IN WOOD d WIDTH HEIGHT JAMB O OR EXT. INT. EXT. INT, (+) (-) (+1 (-1 A rA 0 �_ V1 0 24 2 80.00 80.00 80.00 80.00 O X J V 30 + B3 1/8 6 4 80.00 80.00 80.00 80.00 (ten a w 38 4 I 80.00 80.00 � 73.32 73.32 Q ao ,.1 Y 48 6 80.00 80.00 60.49 60.49 p Z 24 2 80.00 80.00 80.00 80.00 �D Q B 30 4 eo.00 so.00 71.69 71.69 y�y E"I 5' MAX.. 96 36 95 1/8 7 4 80.00 80.00 62.04 82.04 W� �I H SEE INTERLOCK 48 8 69.00 69.00 50.41 50.41 ►y V1 17" CLUSTERS AI W �Wy 5" MAX. WIND LOAD A.S.D.FACTOR NOTE: MAX. E"I MAX. DOOR FRAME WIDTH = 96 1/2" THE DESIGN PRESSURES SHOWN ON THIS CHART ARE FOR ALLOWABLE STRESS DESIGN. WIND LOADS CALCULATED (� BASED UPON "ULTIMATE WIND SPEED'AS DETERMINED FROM ASCE 7-10 OR IBC 2012 ARE PERMITTED TO BE Q OX OR XO CONFIGURATION (REVERSIBLE) MULTIPLIED BY 0.6 FOR COMPARISON BETWEEN THE ACTING WIND LOADS AND THE DESIGN PRESSURE OF THE UNITS. py (2 PANELS - 2 TRACKS) DOOR ELEVATION D.L.O.DIMENSION FORMULAS Q 1.- D.L.O. HEIGHT a FRAME HEIGHT - 5' 2.- D.L.O. WIDTH - (FRAME WIDTH - 6.625")/2 4 1/2" 4 1/2" 4 1/2" 4 1/2" 4 1/2' U CLUSTER ANCHORS SHALL BE AS FOLLOWS: - 1/4"•ULTRACON BY ELCO WITH 1 3/4"MIN. EMBEDMENT INTO CONCRETE. o 1/4"0 ULTRACON BY ELCO WITH 1 3/4" MIN. PENETRATION INTO WOOD. 1/4'• KWIK-FLEX BY HILTI OR DRIL-FLEX BY ELCO GR 5 SELF DRILLING SCREWS THROUGH METAL. p z o o_ rc � n � TYPICAL AT INTERLOCK HEAD AND SILL TYPICAL AT INTERLOCK HEAD AND SILL. l THREE PAIRS OF ANCHORS PER CLUSTER FOUR PAIRS OF ANCHORS PER CLUSTER I I ATTACHMENT TO CONCRETE 0 0 AND METAL SUBSTRATES ATTACHMENT TO WOODEN SUBSTRATES z n pNODUCT kf'YISRII u comyly1661rU�1Ye Pt61W DRAWING No. &dd166 Cods DETAIL OF ANCHOR CLUSTER i:vi::I'r�Do', s 4 SGD 13-01 AT TOP AND BOTTOM OF INTERLOCK O'Z-OS'- t 6 03-23-14 W>twl r Pry,lhtel Cneir•1' SCALE:NTS FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 2 OF e i.ti ............ NOTE: SEE MATERIAL LIST ON SHEET 8 OF 8 FOR ITEMS DESCRIPTION. Sunshine Windows Manufacturing,Inc. 1745 W.33rd Plow 1 # 10 X 1 1/2" PH SDS x P (305)364-9952 (4) ® EACH LEG OF ANGLE (3) # 10 X 1 1/2" PH SDS Fox:(305)828-5116 13 INTERIOR 20 N 10 X 1 1/2" SMS. ® 16" O.C. 4 17 7 2 19 13 0 21 A 3 Q 21 17 ra O 11 15 F 3 6 22 au, � 1B 1B 18 21 14 V7 �z = 2 (D w w 11 21 23 3 0 G 0_ .;;.21 O O 2 E (� W EXTERIOR INTERIOR U O EXTERIOR 5 12 2 DOOR FRAME WIDTH 10 (XO) OR (OX) (2 PANELS-2 TRACKS) 16 V 22 13 HORIZONTAL SECTION 1 5/8-WEEP NOTCH 7 X 1/4"WEEP HOLE n AT EACH END OF AT EACH END OF EACH PANEL TRACK(TYPICAL) z 1 ' X 1/4'WEEP HOLE AT EACH END OF EACH ( CAL) n e VERTICAL SECTION •• *00 •• • •• 040DUCT NF'OSED DRAWING No. �°—oYI.+i.g n ib Ibe Florms [}a1e SGD 13-01 Uicd'na� • • • • • F;Bpi,ull„n Sy1i i3T _ DATE-'03-23-14 FOR INSTALLATION DETAILS SEE SHEETS 4 THRU 6 •• • • • •g • 70 —z,N-, b scALE 1 2•-t' ••• • •• • • nM,ol FRANCISCO HERNANDEZ FLORIDA PE #.51393 SHEET s of e ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . 1/4' 6 ULTRACON BY ELCO WITH 1 3/4"MIN. ••• • •• • • • 1/4' 0 ULTRACON BY ELCO WITH 1 3/4' EMBEDMENT INTO CONCRETE THROUGH 1' X 45000 • •• • •• • • 2 1�2" 2 5�8" BUCK. FOR TYPICELEVATIONS ANCHOR SHEET SPACING REFER TO • • • •• • • e • • MIN.MAX.EMBANCHOR INTO SPACING • • • • • • • • FOR MAX.ANCHOR SPACING SEE CLUSTER T• • 2 a6/Y" • • • • • DETAILS ON SHEET 2 OF 8 M EDGE DISTANCE MI •E • • Sishin indows EDGE DISTANCE $tMShln6 WIndDW3 Z Manufaluring,Inc. s dra M'. f•' • • •• • • •• 1745 W.33rd Plod • • • W.JwA Rodd.33012 in S 000 • 2BY MIN. OR WOODEN STRUCTURE BY Ph:(305)364-9952 1X WOOD BUCK BY OTHERS MUST • •• • • • OTHERS MUST BE PROPERLY F":(305)828-5118 BE PROPERLY SEALED AND • • • • • ATTACHED TO TRANSFER GLAZING ANCHORED TO TRANSFER LOADS TO SYSTEM LOADS TO THE STRUCTURE CONCRETE' THE STRUCTURE AND APPROVED BY AND APPROVED BY BUILDING OFFICIAL e INSTALLATION. \ PRIOR TO DOOR INSTALLATION. aOBUILDINGOFFICIALPRIOR TO DOOR co) EXT-:RIOR INTERIOR EXTERIOR INTERIOR a F GO C7 1/4" 9 KWIK—FLEX BY HILA OR Q A ACHMENT TO CO CRE��y DRIL-FLEX BY ELCO OR 5 SELF DRILLING +JSCREWS THROUGH METAL WITH MIN.3 USING V BY WOOD BUCK ATTACHMENT TO WOOD THREADS BEYOND THE SUBSTRATE. FOR CIO) MAX.ANCHOR SPACING SEE ELEVATIONS _ ON SHEET 2 OF B. U 1,, _4 9 ULTRACON BY ELCO WITH 1 3/4" r 1" 2 5/8" I MLAMI-DARE COUNTY APPROVED MULLION 2 1/2" 2 5/8" YIN. EMBEDMENT INTO CONCRETE. I WITH 1/0' MIN.THICKNESS (UNDER FOR MAX. ANCHOR SPACING REFER TO MIN. I MIN. TYPICAL ELEVATIONS ON SHEET 2 OF 8. (EDGE DISTANCE I SEPARATE NOA)OR METAL STRUCTURE EDGE DISTANCE I'--- WITH 1/8" MIN.THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063-T6 OR A-36 STEEL. SHALL BE APPROVED BY Z>: BUILDING OFFICIAL PRIOR TO DOOR .'. ae. •'. n XPi '.a� INSTALLATION. Ir CONCRETE '^ a o N 4 EXTERIOR INTERIOR EXTERIOR INTERIOR s rc � n u i I ♦ r ATTACHMENT TO CONCRETE ATTACHMENT TO METAL o 0 0 WITHOUT WOOD BUCK 2� — N r11ou .; mr'.D DRAWING No. me 9lorN• SGD13-01 Ruld 4ttrr,>acc to r-a 2 �( F.cpi.ufi9604N Iti OL—2.�—� DATE:03-23-14 TYPICAL SECTIONS AT HEAD �,_ _ SCALE: ,8i=1" Od"r1C4A'^r FRANCISCO HERNANDEZ ATTACHMENT TO DIFFERENT SUBSTRATES FLORIOA PE r 51393 SHEET 4 OF B . .. .. . . . .. 0: • • • • INTERIOR ••• OPTIONAL WATERPROOFING. WATERPROOFING • •• • • e O%SIGN, MATERIAL AND INSTALLATION BY OTHERS. CONCRETE • • • •• • • • EXTERIOR EXTERI(SR i i i IITERIOR • •• • f f _ z o Sunshine Widows god Soo HE NTrXlfacturirlg,Inc. a o Y •• •• • \ d N i •• • • • •• N b Ph:(J03)334-9832 C • • f r�qn��Q¢•1 FaM(�3)32h6113 o;;.:.:: ZZZ r ZZZZ USE NON-SHRINK, NON-METALLIC S � i Q p• KSI HYDRAULIC CEMENT CURED AND Z? 20Y MIN. OR WOODEN STRUCTURE Q HARDENED GROUT CONTINUOUSLY M 3 BY OTHERS MUST BE PROPERLY a ALONG THE SILL. ATTACHED TO TRANSFER GLAZING � -1/4-/ULTRACON BY ELCO WITH 1 3/4- SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING UJ Q MIN. EMBEDMENT INTO CONCRETE. FOR MAX. OFFICIAL PRIOR TO DOOR V)ANCHOR SPACING AND ra 2 1/2" 2 5/8" ELEVATIONS ON SHEET OF B. ION, SEE INSTALLATION. i----II _ ��MIN 2 5/8" � //EDGE DISTANCE . MIN EM EMBEDMENT INTO EWOOD. FOR IMAX.. �O EDGE OISfANCE ANCHOR SPACING AND DISTRIBUTION, SEE F,y ELEVATIONS ON SHEET 2 OF 8. TTI ATTACHMENT TO WOOD I TjW A'GTACHMEN-TO-CONCRET U 1 EXTERIOR INTERIOR o . w ga g0U MIAMI-DADE COUNTY APPROVED MULLION WITH 1/8- o MIN.THICKNESS (UNDER SEPARATE NOA)OR METAL _ I� I STRUCTURE WITH 1/5- MIN.THICKNESS BY OTHERS. p '__ILII MINIMUM AIAIMINUM ALLOY e083-TB OR A-36 A 1. 2 5/8• STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL MXJ I PRIOR TO DOOR INSTALLATION. kOGE DISTANCE I I 1/4-/ KWIK-FLEX BY HILT OR DRIL-FLEX BY EL.CO J OR S SELF DRILLING SCREWS THROUGH METAL WITH a MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE CLUSTER DETAILS o 0 0 ATTACHMENT TO METAL ON SHEET 2 OF 8, z° n f'NUDULT kiV16Rb Y 9-�plylnp wW ou F>rlllf DRAWING No. 3.Id13s C'* SG D 13—01 4aepN..r N. T-p 01, c•gmlw 41. ' DATE:03-23-14 TYPICAL SECTIONS AT SILL d FRANCISCO+ 2-�,- ATTACHMENT TO DIFFERENT SUBSTRATES FLORIDA PEE #II 51393 1SHEET 6 OF e FRAME AND PANEL CORNER CONSTRUCTION FRAME UPPER CORNERS PANEL TOP RAIL CORNERS ............... ............... CONSTRUCTION DETAIL CONSTRUCTION DETAIL Sunshine Windows 0.09 PVB INTERLAYER Manufacturing,Inc. BY KURARAY AMERICA, INC. (2) �' 8 BY 1'PH SMS 1745 W.33rd PIac2 N111—h,111 l 31012 Ph:(305)324-5932 1/8'H.S. GLASS 1/8' H.S. GLASS F-:(305)828-511a17 6 I II I 4 O 7 III I EXTERIOR 18 � DOW CORNING 899 SILICONE 1/2^GLASS BITE (TYPICAL) .-. F 3 (1) 8 BY 1' PH SMS V ........... T� H1 NOTE: V3 ITEMS /O, O AND O U ARE ALL VERTICAL MEMBERS USED TO Q f I ( 2 CONFIGURE PANELS. SEE HORIZONTAL SECTION ON SHEET 3 OF 8. 18 NOM. 5/16" HS. LAMINATED GLASS GLAZING DETAIL I I (1) / 8 BY 1' PH SMS 5 Scale: 1"=1 " 17 mUm a 17 (2) f B BY 1' PH SMS 0 FRAME LOWER CORNERS PANEL BOTTOM RAIL CORNERS 10 CONSTRUCTION DETAIL CONSTRUCTION DETAIL i i • •• ••• •• • • • ('t0U11CT'MYYN[0 wniptylnk wUh 1M nrj& DRAWING No. ftwlns C'w' APU,c�N. r_oz Y SGD13-01 • ••• • ••• Mr■tbA0.1r ti au,y DATE:03-23-14 ` GLAZING DETAIL AND • • of*Z"4- • • • •. • • SCALE:MS FRAME & PANEL CONERS DETAILS•• •• • •• • • • �• .n co■.,.T FRANCISCO HERNANDEZ • •• • • • FLORIDA PE N 51393 SHEET 7 OF . . . . ... . . . . . . . . . . . . . ... . . . ... . . ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . %: ... . . . . ... . . 4.378 MATERIAL LIST 3.835 0.062 ITEM# PART# • R • •• • • • CRIPTION MATERIAL 0.050 0.750 1 GAS-30773 • •I • • 2:RA:KS FRAME HEAD 6063-T5 T 0.156 3.000 2 BA-3780 • ••1• • ••• • 2 TRACKS FRAME SILL 6063-T5 "' 0.937 0.062 :a:;r;::;;::; L 0.125 3 GAS-30676 1 2 TRACKS FRAME JAMB 6063-T5 $UnShIRE Windows 0.062_ 0.062 ManufaclumMag,Inc. 4 GAH-30685 •• 24•• •• • • • • PANEL TOP RAIL 6063-T5 1745 w 33rd PI<w 0.062 5 GAS-30774 • 2 •• • • • • ••• •PANEL BOTTOM RAIL 6063-T5 Ph:(3 5)364WdQ 995 �:(3os)aps-pesz 2T HEAD 2T HI-RISE SILL 6 GAS-30794 • 1 • • • • • • • • PANEL FIXED STILE 6063-TS Fa�:(3o3)eze-ptte GAS-30773 Ol BA-3780 O 6063-T5 6063-15 7 CAH-41674 2 PANEL HD INTERLOCK 6063-T6 FVO.06 8 BA-4828 1 PANEL HD LOCK STILE 6063-T6 O 0.917 9 GAS-33328 2 ® FIXED PANEL INTERLOCK 2 1/2" x 2 1/2" x 1/8" ANGLE 6063-T5 O F 0.062 +n 1 ® TOP AND 1 ® BOTTOM ACn 2.00 0.050 a 3.925 10 Mbc-05230801 2 0 MOVING PANEL ROLLER AND HOUSING S.S. OO 11 SW-ST-02 1/ INTERLOCK STILE (REINF) 1/2"X 1 1/2" FULL PANEL HEIGHT FLAT BAR A-30 STEEL p 2T JAMB TOP RAIL 12 SW-ST-01 1/ PANEL BOTTOM RAIL (REINF) 3/8"X 3/4" FULL PANEL WIDTH FLAT BAR A-30 STEEL C7 S-30676 GAH-30685 063-T5 6063-T5 13 W33321 NK0020 DOUBLE ROW ® LOCK STILE ULTRA FIN WEAT7HIEIRSEAL BY ULTRAFAB POLYPROPYLENE 14 3008 MPI DOUBLE ROW ® FIXED STILE BULB WEATHER STRIP -2.500-1DUROMETER = 75±5 FPVC ra BULB WEATHER STRIP 15 3025 MPI 1 ROW ® EACH INTERLOCK STILE FPVC 0.125 0.062 OUROMETER = 75±5 rA 0.050 0 062 _ 16 4009 MPI 1 ® EACH BOTTOM RAIL FLAP WEATHER STRIP F 2.010 1.062 DUROMETER = 75±5 FPVC U 1.3151 F FfT] 17 SW-AS AS REQ'D. 1Y 8 X 1" ASSEMBLY SCREWS STEEL Q 0.062 '062 ¢ 5 i6" LAMINATED L.M.I. RESISTANT GLASS 0.917 18 SW-GLS 1/ PANEL WITH DUPONT BUTACITE PVB INTERLAYER H.S. GLASS 19 SERIES 308 LOCK 1 FLUSH MOUNT METALLIC LATCH r IN R ZINC BOTTOM RAIL FIXED STILE HD INTERLOCK I GAS-30774 5 GAS-30794 6 GAH-41674 O 20 KEEPER 308-008 1 UPWARD LOCKING KEEPER ZINC 6063-T5 6063-T5 6063-T6 21 DOW CORNING 899 AS REQ'0, FAST CURE SILICONE SEALANT RTV SILICONE 0.062 22 SW-SD AS REQ'D. (j 10 X 1 1/2" SELF DRILLING SCREWS STEEL 0.125 23 RETAINER ANGLE i ATTACHED TO FRAME SILL 1/2" x 1" x 1/8" ANGLE 6063-T5 1.062 1.352 � -L_�I} 2.500 ® MID SPAN OF MOVING PANEL 2.840 12.985 I 0.125 N 11_ 0.11.5 1.633 T o 2.500 z 0 FIXED PANEL �_ HD LOCK STILE INTERLOCK ANGLE BA-4828 8 GAS-33328 O a 6063-T6 6063-T5 I I o 0 -{ ♦°500 0.375 -410.12 -I-- r�mucr kr vutSp "<••� DRAWING No. 500 ®0.750 1�Oj dulJlur Codew6p tie Ilu<Ir SGD 1 3-O 1 .-'I F0.500 W - .py p at<-� INTERLOCK REINF. RAIL REINF. O RETAINER ANGLEDATE:LIST •' 01- L`�-� DATE:03-23-14 SW-ST-02 11 SW-ST-Ot 12 23 �r SCALE: 1/3"-l" A-30 STEEL A-30 STEEL 6063-T5 AND PARTS DETAILS FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET B OF e MIAMI-D1ADE 1VIIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION -T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Sunshine Windows Manufacturing,Inc. 1745 W.33`d Place Hialeah,FL 3301-2 SCOPE: •••... This NOA is being issued under the applicable rules and regulations governing tl4v§Q.of coxst:action •, materials. The documentation submitted has been reviewed and accepted by Miairi-.D3de County R13R "'••• Product Control Section to be used in Miami—Dade County and other areas where all coved by the.AuthPrity :....: Having Jurisdiction(AHJ). •0000 '•...• This NOA shall not be valid after the expiration date stated below. The Miami,0$de;County Product ••;••• Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami)EM CounWessrve ...... the right to have this product or material tested for quality assurance purposes. If tis product or material .' fails to perform in the accepted manner,the manufacturer will incur the expense of sych testing acid IW HJ ••••:. may immediately revoke, modify, or suspend the use of such product or material rd Uhi Itheir jurisdiction. ;• • RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County•P roduct • 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"2009"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. CS0941, titled "Series 2009 Out--Swinging Aluminum Casement Window—Impact Resistant Glass", sheets 01 through 06 of 06,,dated 12/03/08,with revision no. 2 dated 12/22/14, 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 rernova I 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 dorie in its entirety. INSPECTION: A copy of this entire NOA shall be.provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0203.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 15-0120.03 MlAMFDADE COUh1TY Expiration Date: June 17,2019 Approval Date: April 09,2015 Page 1 I Sunshine Windows Manufacturing Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-1224.10) ." 2. Thawing No. CS09-01, titled "Series 2009 Out winging Aluminum Casement '.lPindow-Impact Resistant Glass", sheets 01 through 06 of 06, dated I2/03/08, with •;• ••; revision no. 2 dated 12/22/14, prepared by manufacturer, signed and sealed by • "")"raneisco Hernandez,P. E. , ...... .... B. TE=.. • 1. '••'Fest reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 •, ;•;": 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 00...... ...... 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 • 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 • 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5560, dated 09/04/08, signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No. 08-1224.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by manufacturer, dated 12/22/14, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS L Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer"expiring on 12/11/16. 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. Janne D.Gascon;P.E. Product Control Section Supervisor. NOA No.15-0120.03 Expiration Date: June 17,2019 Approval Date: April 09,2015 E-1 C Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 51°Edition (2014) and of no financial interest, dated 01/05/15, signed and sealed by Francisco Hernandez, P. E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFAC'VIJJ.ING CORPORATION, INC. as a for profit corporation, active and organized undo the ...... laws of the State of Florida, dated 11/24/14 and filed by the SecreUry 6f State.• •• 3. Statement letter of conformance, complying with FBC-2014 0 0 0. of no'fmTtncial ••..% interest,dated 03/09/12, signed and sealed by Francisco Hernandez,.?. E. ;• •• (Submitted under previous NOA No.12-0314.12) "000** '••• • 4. Laboratory compliance letter for Test Report No. FTL-5560,VVd;05/12/09:issued:: by Fenestration Testing Laboratory, Inc., signed and sealed by MAUI Wenzel, A.E. (Submitted under previous NOA No.08-1224.10) .' .....66666.. • •�• 00 G. OTHERS •• :6090: 1. Notice of Acceptance No. 14-0203.05, issued to Sunshine Windows ManufaAuing, Inc. for their Series "2009 Outswing Aluminum Casement Window-L.M.I.", approved on 03/27/14 and expiring on 06/17/19. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 15-0120.03 Expiration Date: June 17,2019 Approval Date: Apri109,2015 E-2 c • HINGE LOCATE • 004, • • • • • FLUSH AGAINST J B MAIN FRAME •• •• • • ' • 5" MAX 12" MAX AT HEAD AND LL • • m� SILL • ; ➢FS10; PRES�.RO&OHART-PSF AT HEAD/SILL AT HEAD/SILL OF MAIN FRAM) • • • ( CORNERS �dg 1D • ••• • :':'::; C at a it IMPACT RESISTANT GLASS :i:i;;i:c` :<a:::::::::::. HINGE LOCATION Sunshine Nfir&ws AT HEAD/SILL •• •.• N�� A$C110 5116"GLASS Manu(ochwing,Inc. / 0 0 0 0 • • pi 04 •• • 1745 W.33rd Plop. CORNERS. // p1 MAIN FRAME • " •• • • PFS! •pE Po�':'(305),794-9952 SEE HINGE / ° JAMB EAP,E1 EXT. INT. Foa:(305)825-5118 LOCATION DETAIL. / I - •. •• WIDTH HEIGHT SILL d..(••�--•• 19 1/5" 2 90.00 90.00 FALSE MUNTINS yy w HINGE WCAJIONDETAIL 26 1/2' 28' 3 3 90.00 90.00 a MAY BE USED 37' 4 90.00 90.00 0 (SURFACE APPLIED) I' '-' 3O L �•• -...-. z 1st 1/5' 2 90.00 90.00 OPERATOR LOCATED � 2e t/z' 35 3/e• 3 4 90.00 90.00 V a A \ 6 LOCK ON INTERIOR WALL v1 D �\ 37' 4 90.00 90.00 OF WINDOW FRAME SILL i MAIN FRAME 19 1/8' 2 90.00 90.00 -__ JAMB 28 1/2" =505/1 3 5 90.00 90.00 F4 F OPERATOR LOCATION 1� W rA AT HINGED SILL CORNER. t2 E 37" 4 (9000 90.00 0 SEE OPERATOR MAX. WINDOW 19 1/8- 2 90.00 90.00 LOCATION DETAIL. WIDTH = 37" p V MAIN FRAME 25 t/2- 83• 3 6 90.00 90.00 N (� 3 7/8" SILL 37• 4 90.00 90.00 VJ 24' 2e3 3 90.00 90.00 SINGLE VENT CASEMENT WINDOW OPERATOR W 35 CATION DETAIL ' •4 90.00 1 90.00 � H GENERAL NOTES: 24' 39' 3 4 90.00 90.00 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). THE DESIGN PRESSURES 1. 4 90.00 90.00 REMAIN THE SAME AS IN THE PREVIOUS NOA IN COMPLIANCE WITH FBC 2010. 24' 3 90.00 90.00 2.- SHUTTERS ARE NOT REQUIRED. 45. 5 3.- HINGE LEFT OR HINGE RIGHT CONFIGURATION. O 35 4 90.00 90.00 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 24' 60" 3 90.00 90.00 ~ 6 v 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 4 THRU 8. Je' 4 90.00 90.00Lz � 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: N 00 - CONCRETE STRENGTH Fc'28 a 3000 PSI MIN, Z 8 - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. N 0 n - FILLED CMU Fm' - 2000 PSI MIN. 7.- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/CliO7M STANDARD N •t SPECIFICATION FOR PACKAGED DRY, 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G- 0.55 OR GREATER DENSITY. 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy - 36 KSI MIN, o r N 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". _ ALUMINUM SHALL BE 6063-T6. DRAWING No 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY RODUCTRBVISBO is complying with do Ylorids CS09-01 ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE NiddingCodo AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. oceptur"Noon 3 DATE: 12-03-06 p' 12-zZ-►4 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED - SCALE:NTS IN FBC 5TH EDITION (2014). 'Am] Ado Moducl Connvl � FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 1 OF 6 • I 5 21 2 ................. 18 ................... . I1 ............... ............... \ 21 9 o E 2 e Sunshine NGndows —— ——————————— 7 Manufacturing,Inc. 1743 W.Jird woc� IBdwb,iNddo awlz 22 I 3 4 Ph:(303)]84—BB62 FoK:(303)323-31 IS I O 19 O 2 4 F z I ;0-) I -- 21 3 ( p V I rn � U � O1 � 12 13 14 I rA ►7 I � I 2 I D = N 1 mz 00F 1021 jw z_W —————--——————— z zx 01 0 r ,5 ,s VERTICAL SECTION bi z 99 B1 ••• ... 0 10 PRODUCTREVISED DRAWING No. us.mWIying whh the Florida SG D 09 • • DuOding Code +* HORIZONTAL SECTIONS "`�jLencat� 3 M-2.2.--IIS}- DATE:12-03-08 • . . • — . . • SCALE:1. /2•—,- • • aml Pydocl • RANCISCO HERNANDEZ ••• • .• • • LORIDA PE # 51393 sHEEr 2 of s • * go a MATERIAL LIST *WERIAL LIST�• �� .'. • • .. • . • • • ITEM# PART# QTY DESCRIPTION MATERIAL REMARKS ITEM PART# QTY * D 170N0 • • MAT L* • REMARKS 1 OC-3430 4 FRAME 6083-T5 12 23.01 1 SI&GLIj" OPERATOR R• STEEL TRUTH HARDWARE 2 OC-3428 1 VENT 6063-T5 13 24.30 1 MULTI-POINT LOCK ZINC TRUTH HARDWARE dSunshine iWindows 3 OC-3427 AS ROD CURVED GLAZING BEAD 8063-T5 14 11901-22 1 TIE BAR R sTEFj .. TRUTH HARDWARE M&KdOdUnli9,13C. 4 OC-3427 A AS RODRECTANGULAR GLAZING BEAD 8083-T5 15 31648 AS RQO KEEPER91 • • • • `�� • TRUTH HARDWARE 1748 W.33rd Plies MI.%*FW&33012 5 - 1 .057'THICK CORNER KEY STAINLESS STEEL 16 1 03144 AS RQD *TIE BAR GLIDE •R NjLOL1 . ULTRA HARDWARE Ph:(305)384-9952 F9x:(305)828-5118 6 - 1 .057'THICK CORNER KEY STAINLESS STEEL 17 4905 AS RQD GLAZING BMD EULC • . VINYL TRUTH HARDWARE 7 - 1 .057'THICK CORNER KEY STAINLESS STEEL 18 E20310KN AS RQD WEATHER STRIP BULB VINYL ULTRAFAB j 8 - 1 .957"THICK CORNER KEY STAINLESS STEEL 19 - AS ROD GLAZING TAPE FOAM FRANK LOWE j> 9 - 16 ASSEMBLY SCREWS A 8 X 1"PH SMS 20 - AS RQD SNUBBERS NYLON V O 10 35.13.00 1 EGRESS 4 BAR HINGE STAINLESS STEEL TRUTH HARDWARE 21 - 4 SHEAR PLATE 6063-T5 FULL LENGTH a 11 30175 1 TRACK STAINLESS STEEL TRUTH HARDWARE 22 SEALANT AS RQD PECORA 895/00W CORNING 8991 SILICONE (J► F E„ � ZZ —1.708— F-0.501 .766 0.501 -).54J-1.166- 0.738 0.738 Q LO 0.520 0.810 � dl 0.748F- 2.,0, V 1.614 1.39 -1175 0.875 N 2.478 0.72 O O L 20000.070 0.188 m di 2.078 2871 0.231 0.250 py 1.870- 0.725 1.186 1.188 I.soo 1.182 1.000 � I"1 a�1 2.750 3.500 �y 2 240 0.968 0.740 GLAZING BEAD GLAZING BEAD OA40 SHEAR PLATE OC-3427 OC-3427 A FRAME SASH FRAME 8063-T5 6063-T5 2.7 6083-T5 OC-3430 OC-3428 3. 6063-T5 8063-T5 O ; O O O O CORNER KEYS 21 = N N Jv a. _N E U� � =W Z O Z` Z= 2 01 41 V � O Um N h N O Z PRODl9 TREVISED DRAWING No. .e eotlglbillywpll ma P4w1ee SG D09 DBIIdIng'CadN9o »`r� A4orywR9 3 DATE:12-03-08 1. - SCALE:1/2"-1* vOmd de Pro IControl- FRANCISCO HERNANDEZ FLORIDA PE 8 51393 SHEET 3 of e a 2 1/2" MIN. 2 1/2' MIN. 1' 1/4'SMS.THROUGH METH. 1/4' ULTRACON WITH 1 1/4' MIN. EMBEDMENT (FOR NUMBER OF ANCHORS AND —�� INTO CONCRETE THROUGH 1'BY WOOD BUCK MIN. AND MAX. SPACING .a • (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART • ._ a.- �. REFER TO DESIGN PRESSURES CHART METAL STRUCTURAL MEMBER 13Y OTHERS AND ELEVATION ON SHEET 1 OF 6) :�.,,. .,, ;;,...:;:�: 4'• AND ELEVATION ON SHEET 1 OF 6) (SHALL WITHSTAND ANCHOR SHEAR FORCES) - 1"BY WOOD BUCK MINIMUM THICKNESS— 1/B" Sunshine m.In. WOOD BUCKS BY OTHERS MUST BE PROPERLY MGnuEatUTulg,Inc. SEALED AND ANCHORED TO TRANSFER LOADS TO 1715 W.33rd Pl— THE STRUCTURE . Md.*FIwMe 13012 w SHOULD BE APPROVED BY BUILDING OFFICIAL w Ph:(305)364-0252 aPROR TO WINDOW INSTALLATION, Fm:(305)626-5116 N \_ \In N V 0 � I � I 1/4'ULTRACON WITH 1 1/2-MIN. PENETRATION INTO WOOD. I � MIN. (FOR NUMBER OF ANCHORS AND MAX. SPACING I REFER TO DESIGN PRESSURES CHART 0 AND ELEVATION ON SHEET 1 OF 6) ril (AITACHME. _TO CONCRETE) ATTACHMENT TO METAL STRUCTURE DETAIL c .'t W 2' BY WOOD BUCK cV F WOOD BUCKS BY OTHERS MUST BE PROPERLY W SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . w SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. to I N I ja go N1s ATTACHMENT TO WOOD cr z WE! n + i I •• •• ••• a : ••• 5 o N ••• z ••• •a: • • • a • n RODUCT REVISED • • • • DRAWING No. u8ding Code Ih the Florido SGD09 w No 3 -Tat 8 �. TYPICAL SECTIONS AT HEAD : :' • . . a . 12_z2— 4 DATE:12-03-08 • • SCALE: , 2-=1" • • �'A1°1 q Atr 0 0 • •• JRANCISCO HERNANDEZ •• • t•• 0• • • ORIDA PE 111 51393 SHEET 4 OF 6 • . . • 1/4'ULTRACON BY ELCO WITH 1 1/4'MIN. EMBEDMENT • �' • •• • ' •�• • • INTO CONCRETE THROUGH 1'BY WOOD BUCK • • • • ' • • • • (FOR NUMBER OF ANCHORS AND MAX. SPACING METAL STRUCTURAL MEMBER BY OTHERS • • '•' ••• • • j REFER TO DESIGN PRESSURES CHART ••• AND ELEVATION ON SHEET 1 OF 6) (SHALL WITHSTAND ANCHOR SHEAR FORCES) • -- MINIMUM THICKNESS 1/8` 1/4' MAX. :�..�.:..,:.,:.:..... 1"BY WOOD BUCK SHIM SPACE 1/4" MAX ndows WOOD BUCKS BY OTHERS MUST BE PROPERLY 1/4-SMS. THROUGH METAL ••• •• ' • '• M Sunshine ing,In. SEALED AND ANCHORED TO TRANSFER LOADS TO / • • • • • •• IIOI5 W.33rd IRC. SHIM SPACE THE STRUCTURE . (FOR NUMBER OF ANCHORS AND MAX. SPACING •• • • • • • 1745 W.]DPo 33012 • SHOULD BE APPROVED BY BUILDING OFFICIAL REFER TO DESIGN PRESSURES CHART • • •' . : • • • �)3g 9952 PRIOR TO WINDOW INSTALLATION, AND ELEVATION ON SHEET 1 OF 6) •• • m, F—(355)825-5118 N C z ; . ATTACHMENT TO METAL STRUCTURE Z F 1/8-H.S. CUSS 0.09 BUTACITE PVB BY DUPONT A___ACHMEN'LTO—CONCRETE g �y 3 4 GWJNG BEAD ,/8' H.S. GLASS N F 1/4"ULTRACON BY ELCO WITH 1 1/2' MIN. PENETRATION INTO WOOD. GLAZING L) (FOR NUMBER OF ANCHORS AND MAX. SPACING TAPE 19 REFER TO DESIGN PRESSURES CHART �y AND-ELEVATION ON SHEET 1 OF 6) I W FLy ---2` BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY 0.73" 1/4" MAX SEALED AND ANCHORED TO TRANSFER LOADS TO TYPICAL GLASS BITE —�{ THE STRUCTURE . SHIM SPACE SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, r V SILICONE 41 PECORA 895/ 22 z DOW CORNING 899 U E —————— GLAZING: 5/16" IMPACT (1/8" H.S. + 0.09 PVB + 1/8' H.S.) z GLAZING DETAIL u N f I 1 f0 N 6 � N ATTACHMENT TO WOOD Z � N 'RODUCTREVISED DRAWING No. complying w11h Ih0 Fioridm SG D09 ( hi{IdlOg't 0 TYPICAL SECTIONS AT JAMBS v m 17--zz.-I DATE:12-03-08 SCALE: , 2'=1` diwl�adePrednctO0ntr01� FRANCISCO HERNANDEZ FLORIDA PE 111 51393 SHEET 5 OF 6 I I I I Sunshine Windows IdalNdoctOng,klc. .w 1745 W.333rd PAw Q 1ia14ah,Floddo 31012 .w D_ Ph:(305),104-9952 N Fax(305)928-5118 Q <I V \V) a ^N ♦ A METAL STRUCTURAL MEMBER BY OTHERS _—�- i•.[, u0 4 • ' • i Q (SHALL WITHSTAND ANCHOR SHEAR FORCES) . ..� n f A' y a j► MINIMUM THICKNESS 1/8' I a 1 1/4'SMS.THROUGH METAL I 6 d 'a [[��]] z MIN. (FOR NUMBER OF ANCHORS AND MAX. SPACING fe4 Q LL REFER EV DESIGN PRESSURES CHART I • 1�� E'1 AND ELEVATION ON SHEET 1 OF 8) I 2 1/2" MIN. 2 1/2" MIN. ATTACHMENT TO METAL STRUCTURE I $+ U W LL 1/4' ULTRACON MTN 1 1/4"MIN. EMBEDMENT ai INTO CONCRETE v (FOR NUMBER OF ANCHORS AND MAX. SPACING (~ 6 REFER TO DESIGN PRESSURES CHART rA U v y AND ELEVATION ON SHEET 1 OF 6) (7� \N ATTACHMENT TO PRECAST SILL rA a 1/4"ULTRACON 1 1/2 MIN. PENETRATION INTO WOOD w (FOR NUMBER OF ANCHORS AND MAX. SPACING 2 CL REFER TO DESIGN PRESSURES CHART (ail AND ELEVATION ON SHEET 1 OF 6) 2' BY WOOD BUCK a WOOD BUCKS BY OTHERS MUST BE PROPERLY Fc \x SEALED AND ANCHORED TO TRANSFER LOADS TO r^ THE STRUCTURE . �S 1„ SHOULD BE APPROVED BY BUILDING OFFICIAL 3o `.r.;.�.c:•, a,�,;.: MIN. PRIOR TO WINDOW INSTALLATION, vxi a 3/4'MAX.NON-SHRINK GROUT ATTACHMENT TO WOOD 0 F ~ OR 1'BY WOOD BUCK w z w �•., ox 4 o E� Q Z KLL 2 1/2" MIN. 2 1/2' MIN. oN � 1/4' ULTRACON BY ELCO WITH 1 1/4'MIN. EMBEDMENT ••• ••• • • • • • o INTO CONCRETE THROUGH 1'BY WOOD BUCK • • • • • • • • ••• o o n OR NON SHRINK NON METALLIC GROUT • • •• • (FOR MAX.ANCHOR SPACING AND NUMBER ••• ••: ••• 0•0 • ? OF ANCHORS REFER TO SHEET 1 OF 6) • tODUCTREVISBD • • 04 DRAWING No. (ATTACHMENT.TO-CONCRETE1 PIYMY`ni6iho N1o/di SGD09 DuI1dI9gCode 1 . • DATE:12-03-08 • «N6 d?oZ TYPICAL SECTIONS AT SILL • •• -• •.�. • 9 •• SCALE: 1/2'=1' ••• +d',w"a • •/7 tRANGSCO HERWWDEZ 000 • ••• :• • • :LORIDA PE # 51393 SHEEP a OF 6 M®�E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Sunshine Windows Manufacturing,Inc. 1745 W.33"Place Hialeah,FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of cog9tmotion materials. The documentation submitted has been reviewed and accepted by Miamii:Dads Countq•RER ...... Product Control Section to be used in Miami—Dade County and other areas where alley 0 ly the AVt�btity Having Jurisdiction(AHJ). 00 ' •6.4. This NOA shall not be valid after the expiration date stated below. The Miami—Dad. County Product ;•• • Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miamil Dede'Couno"carve • the right to have this product or material tested for quality assurance purposes. If th roduct or.gWerial .. gh P q tY p P �P . � ..... fails to perform in the accepted manner,the manufacturer will incur the expense of srldh testing and the AHJ 0 0••• may immediately revoke, modify, or suspend the use of such product or material 0114f their jurisdiction. • RER reserves the right to revoke this acceptance, if it is determined by MiamiDade'Counn.ft, uct ....:. Control Section that this product or material fails to meet the requirements of the apAC.Aq-build thg code. This product is approved as described herein, and has been designed to comply with the Florida$uirding • Code, including the High Velocity Hurricane Zone. oo DESCRIPTION: Series"1650(XOX)"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No. HS08-02, titled "Series 1650 Aluminum Horizontal Sliding Window(XOX)Impact Resistant Glass",sheets 01 through 06 of 06,dated 07/21/08,with the latest revision "2" dated 11/20/14, prepared by manufacturer, dated 04/25/15, 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 provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0416.13 and consists of this page 1 and evidence pages E-1 and E-2, and as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. COUPITY �� NOA No. 14-1212.04 MIAMI•DADB � � (sAs Expiration Date: August 19,2018 5 lY Approval Date: May 14,2015 Page 1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 07-0810.06) 2. Drawing No. HS0842, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Glass", sheets 01 through 06 of 06, dated 07/21/08, with the latest revision "2" dated 11/20/14, prepared by manufacturer, dated 04/25/15, signed ••••'. apd sealed by Francisco Hernandez,P. E. •••.A. TESTS-- • 1. ••"'TBst reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 •• •; '•• 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 ••••• 3) Water Resistance Test,per FBC,TAS 202-94 ••••' '..'•• 4) Large Missile Impact Test per FBC, TAS 201-94. • •••••• 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 • ; ;••q1 jmg with marked—up drawings and installation diagram of an aluminum horizontal • sliding window with 0.34" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5352, dated 12/07/07, signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 07-0810.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC St' Edition (2014), prepared by Sunshine Windows Manufacturing, Inc., dated 11/20/14, signed and sealed by Francisco Hernandez,P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami--Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer",expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 51h Edition (2014) and of no financial interest,dated 11/20/14,signed and sealed by Francisco Hernandez,P. E. 2. Statement letter of conformance to, of complying with FBC 2010 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez,P. E. (Submitted under previous NOA No. 13-0416.13) Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.14-1212.04 Expiration Date: August 19,2018 Approval Date: May 14,2015 E-1 Sunshine Windows ManufacturinE,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Laboratory compliance letter for Test Report No. FTL-5352, dated 12/07/07, issued by Fenestration Testing Laboratory, Inc.,signed and sealed by Carlos S.Rionda, P. E. (Submitted under previous NOA No. 07-0810.06) G. OTHERS 1. Notice of Acceptance No. 13-0416.13, issued to Sunshine Windows Manufaetsing, Inc. for their Series "1650 (OXO) AIuminum Horizontal Sliding•'Firdow-1!341"' •••... approved on 05/17/12 and expiring on 08/19/18. *9 ' ...... . ...... ...... Jaime D.Gascon,P.A. Product Control Section Supervisor NOA No. 14-1212.04 Expiration Date: August 19,2018 Approval Date: May 14,2015 E-2 •0• 0 •0 •�• • 00 • ... Goo 0 00 PRISE A1UNfiNS(SURFACE APPLJEa 0.0 • ••0 •• • • 0 • MAY BE USED • 0• • •• • • ••• • • • • • • • • • • 3'MAX. a 1/2'MAX • • •••3.� �• . a t/2'IMT(• -� H DESIGN PRESSURE CHART- PSF II �� it . . II• •'Il II , Sunshine Wig, a• • ""'cfloh W"MASS I WA91OLAv I/AnU(0(�Illlll9,InC. SLtRIES-1650 avAcll OLAM MpAer aura ,uPAmIPI"'a •• • • •JL JL 1745 w.33rd waw ALUMINUM HORI7.ONTAL SLIDING WINDOW(XOX) _J� _��s JL m . L �� 30 54 9952 IMPACT RESISTANT GLASS •• • • • • cD Faa:(Soa)axa�Stta 2#S II/® II __�� WINDOW ANCHOR HURRICANE PROTECTION z --1fL- _��= = 1� 11L-' EULFIS NOT II II 2=DIMENSION S(IIE0 PER PER II II II II II II II .. WIDTH HWHT HIM JAM ORE1aaR(+) INTERIOR(-) r3 sr 9 so.00 so.00 k_� O a ,oa 1/4" 26' 13 3 60.00 60.009 1/2•MM. I--I 14 60.00 60.00 3'MAX. WINDOW WIDTH 6 ,/2'MAX. 3'MAX. rr33 WINDOW WROTH 74' g 60.00 60.00 ,oa 1/4' 3/a• 13 a 60.00 60.0o TYPICAL ELEVATION(XOX)25/50/25 TYPICAL ELEVATION(XOX)33/33/33 K ,,,- 14 60.00 60.00 � W 74• 9 60.00 60.00 1108 1/4; a a 13 5 If 60.00 60.00 GENERAL NOTES: �a 14 1 60.00 60.00 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). Q Q 74 9 60.00 60.00 2•- XOX CONFIGURATION APPLIES TO 25%-50%-257 PROPORTIONS FOR ALL DIMENSIONS ON CHART. XOX CONFIGURATION APPLIES TO 33%-33%-337 PROPORTIONS FOR WIDTH DIMENSIONS UP TO 84'. CIO I06•,/4' e3' 13 6 56.00 56.00 3.- SHUTTERS ARE NOT REQUIRED. 14 56.80 56.80 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. y 72' 9 60.00 60.00 1 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS PO 64' 11 60.00 60.00 ON SHEET 2 THRU 4. r�r J 6•- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 96• 24• 12 60.00 60.00 - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. ,oa' 13 60.00 60.00 - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM N 72' 9 60.00 60.00 COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' - 2000 PSI MIN. v a' 11 60.00 60.00 4 7.- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD o � tre' ae' 12 60.00 60.00 SPECIFICATION FOR PACKAGED DRY. ,ae 1360.00 60.00 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G- 0.55 OR GREATER DENSITY. $ 0 0 72' 9 60.00 60.00 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE, STEEL SHALL BE Fy - 36 KSI MIN. o zB 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". 0 vi qq A es' 11 5 60.00 60.00 ALUMINUM SHALL BE 6063-T6. 14 as" 48 12 60.00 60.00 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY n �o Ica' 13 60.00 60.00 ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE rc o fn AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION, n r 72 9 60.00 60.00 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) 94• 11 60.00 156101001 AS SPECIFIED IN FBC 5TH EDITION (2014). 6 0 9e• 00 12 60.00 GLASS: too' 13 56.40 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYER RODUCTREVISED DRAWING No. FILM DUPONT BUTACITE PVB. BETWEEN THE TWO LITES OF GLASS. eaaptyu,awWilheFladde I"IS08-01 ( LAMINATED BY TECNOGLASS. al�oj;C = 4 DATE:07-21-08 IMPACT RESISTANT WINDOWS a-SC'- R SCALE: '/2" �Ileml odo od,al Com FRANCISCO HENANDEZ SHEET 1 OF e FLORIDA PE / 511393 1/4"ULTRACON 1 1/2"MIN. PENETRATION INTO WOOD. (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS 2 1/2" MIN. 2 1/2" MIN. MIN. REFER TO ELEVATIONS AND DESIGN PRESSURES CHART 1/4"ULTRACON 1 1/4"MIN. EMBEDMENT INTO CONCRETE ON SHEETS i OF 6). THROUGH 1 BY WOOD BUCK. TYPICAL FOR HEAD. - .a (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS - `.`' ` ■ REFER TO ELEVATIONS AND DESIGN PRESSURES CHART Sunshine Nfind'DwS a+.• ON SHEET 1 OF 6). r TYPICAL FOR HEAD. 2 BY WOOD BUCK BY OTHERS. mwoctwng,kx. .•.'�,�; "'.. MUST BE PROPERLY ATTACHED TO 1746 W.Jird Peau TRANSFER GLAZING SYSTEM LOADS RW-%FbeA.33012 TO THE STRUCTURE. SHALL BE APPROVED Ph:(3D6)364-9962 BY BUILDING OFFICIAL PRIOR TO Fa::(J9S)626-6118 �} u WINDOW INSTALLATION. 4 0 N 1 BY W000 BUCK BY OTHERS. � MUST BE PROPERLY ATTACHED TO T/5 TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED 0 BY BUILDING OFFICIAL PRIOR TO Vr WINDOW INSTALLATION. F DEPAIL Al PHEALL A2 7 ITACHbfl TTOCONCREM ATTACHMENT TO WOOD O A U c W /4" SMS THROUGH METAL. FOR MAX,ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND �N7 'DESIGN PRESSURES CHART ON SHEET 1 OF 6). 1/4"SMS THROUGH METAL. TYPICAL FOR HEAD O 1" 1" (FOR MAX.ANCHOR SPACING AND NUMBER MIN. OF ANCHORS REFER TO ELEVATIONS AND MNWA . M -DARE COUNTY APROVED DESIGN PRESSURES CHART ON SHEET 1 OF 6). MULLION. (UNDER SEPARATE APPROVAL) TYPICAL HEAD. — - L_ =—=J00 a 91 UE 1 Z O Z L� pp< N � ••• ••• • • • • • W O N DEfAlL A4 ••• ••i ••i ••• • z — N ATTAGHMFNT TO MEfAF_CTRUL'I FIRR ATTACHMENT TO MULLION RODUCT REVISED •• DRAWING No. ( — c�■npiynp,.;mjna�l9riaa- _ HR08-02 (STEEL OR ALUM. 1/6"MIN. THICKNESS) : •:• aildi •�P1•ai&lo • • • of DATE:07-21-08 • • • • • • •"IF`�•� SCALE: 1/2'=l' TYPICAL HEAD SECTIONS ;•• •• yam, Pr 6c1 a , • •• • fj • FRANCISCO HERNANDEZ SHEET 2 OF 6 • • FLORIDA PE # 51393 • 0 ... . •• • • • • • • • .. Sunshine Windows W .. • • Wactildng,Inc. a •' • • �' ' 1745 W.33rd Pku • • • Hdw,FlorMa 33012 �x3 = • • ' • r�✓fi •• Ph:(303)384-0052 ^v, •• • . • Faa:(305)828-5118 .. a ....•:�,. ':.��A�. 3/4 MAX.NON-SIWHN GROUP • �• �. . :: �:...•< OR 1'BY WOOD B 0 2 BY WOOD BUCK BY OTHERS. .'t UCK \? MUST BE PROPERLY ATTACHED TO DC •-- --- ,\o z rl ? TRANSFER GLAZING SYSTEM LOADS TO TSTRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MIN. 2 1/2" MIN. 1• WINDOW INSTALLATION. Q MIN. 1/4'SMS 1 1/2' MIN. PENETRATION INTO WOOD. 2 1/2" MIN. 2 1/2" MIN. (FOR MAX.ANCHOR SPACING AND NUMBER 1/4'ULTRACON 1 1/4'MIN. EMBEDMENT OF ANCHORS REFER TO ELEVATIONS AND a Ur INTO CONCRETE THROUGH 1'BY WOOD BUCK DESIGN PRESSURES CHART ON SHEEP 1 OF 8). 6 �j OR NON-SHRINK NON-METAWC GROUT TYPICAL FOR SILL. p M 1/4"ULTRACON 1 1/4'MIN. EMBEDMENT INTO CONCRETE (FOR MAX. ANCHOR SPACING AND NUMBER (q'1 (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS AND REFER TO ELEVATIONS AND DESIGN PRESSURES CHART DESIGN PRESSURES CHART ON SHEET 1 OF 6). ON SHEET 1 OF 6). TYPICAL FOR SILL ONLY. W TYPICAL FOR SILL ONLY. F DETAIL B 1 DETAIL B4 DETAIL B2 p [�[••II ATTACHMENT TO PRE-CAST SILL p�TTACHMENT TO CONCRETE ATTACHMENT TO WOOD 0 - a 0 x Q s Z MIAMI-DME COUNTY APROVED O MULLION. (UNDER SEPARATE APPROVAL) E ze r= _--� I IIIRA p SMS THROUGH METAL. 1 ^ MIN. (FOR MAX.ANCHOR SPACING AND NUMBER 1/4'SMS THROUGH METAL. OF ANCHORS REFER TO ELEVATIONS AND . (FOR MAX,ANCHOR SPACING AND NUMBER o IN. r DESIGN PRESSURES CHART ON SHEET 1 OF 6). OF ANCHORS REFER TO ELEVATIONS AND TYPICAL FOR SILL DESIGN PRESSURES CHART ON SHEET 1 OF 8). o TYPICAL FOR SILL. i a DETAIL B3 DETAIL B5 RODI)CTRBVISED DRAWING No. complying WK¢1dc FIo1W8 HR08-02 ATTACH�TO METAL STRUCTURE STRUCTURE f 1TACIIMIId T TO MULLION wmas Coda (STEEL OR ALUM. 1/8'MIN. THICKNESS) (STEEL OR ALUM. 1/8"MIN.THICKNESS) caaplurcallo - a DATE:07-21-08 11-�1.-1�• SCALE: 1 2'�1" TYPICAL SILL SECTIONS IYOdDaICom FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 3 OF 6 1/4' MAX. 1/4" MAX. SHIM SPACE SHIM SPACE 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO ' TRANSFER GLAZING SYSTEM LOADS Sunshine Ylndm r• �:. TO THE STRUCTURE. SHALL BE APPROVED Manu(acturin Inc. BY BUILDING OFFICIAL PRIOR TO 9� 1 2" WINDOW INSTALLATION. 1745 W.33rd Pram Ndd4 FlDft 33012 1 1/4" I Ph:(305)354-9952 MIN. 1/4'SMS 1 1/2'MIN. PENETRATION INTO WOOD. F(3o5)82a-511a 1/4"TAPCONS 1 1/4'MIN. EMBEDMENT ____ (FOR MAX.ANCHOR SPACING AND NUMBER ^ INTO CONCRETE THROWN 1" BY WOOD BUCK ——— = OF ANCHORS REFER TO ELEVATIONS AND X OR NON SHRINK NON METALLIC GROUT DESIGN PRESSURES CHART ON SHEET 1 OF 6). O Z (FOR MAX.ANCHOR SPACING AND NUMBER TYPICAL FOR JAMBS. •'r Z OF ANCHORS REFER TO ELEVATIONS AND ;�• •• DESIGN PRESSURES CHART ON SHEET 1 OF 6). •p TYPICAL FOR JAMBS. a O • N � F DETAIL F.2 � ATTACHMENT TO WOOD DETAIL El �CHMENTTOCONCRElE P4 H a pPQp,� 1/4"SMS THROUGH METAL. SHIM SPACE GO O P (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS. 0 1/4" SMS THROl1GH METAL. MIAMI-DADS COUNTY APROVED FOR MAX.ANCHOR SPACING AND NUMBER ; MULLION. (UNDER SEPARATE APPROVAL) OF ANCHORS REFER TO ELEVATIONS ANO DESIGN PRESSURES CHARS ON SHEET � � 1 OF 8). oo r F=1 ——————— TYPICAL FOR JAMBS. z II I� o ZE I i 2—8 I I� 0OZn I I A DFTAIL E3 rc _—_--_— I I _---__— ACHMENT TO MECAL STRUCTURE ••• E•01•L —J tEL •ALU•M •1/8.�MI•J. THICKNESS) •• Nm ♦_o 000 • Z N •• ••• • • ••• • • DETAIL F4 • RUUUCT RBVf9W• •• DRAWING No. ATTACHMENT TO MULLIONSDETAII, scanPlym %vi Ne FIM a ( uildingCbde � ` "VHR08-02 • ••; cce wNo • • • DATE:07-21-08 TYPICAL JAMB SECTIONS ••• • • • „1,l Pra&a aylr . • (1- '^14 SCALE: 1/2" 1• ••• • •• :• • • • FRANCISCO HERNANDEZ SHEEP 4 OF 8 • • FLORIDA PE # 51393 .............. •• ....._.... .............. .............. 11,304 • • • • • , 12 • • • •� . • 15 15 • ••• • Sunshine Windows6 ,7 ,7 s Mmufactu*,Inc. 174s w.um Pka • • • 0 • Ph:(305),194-9902 •• •• • • Fuc(305)929-5118 \3/4"X 3/8"STEEL BAR Q 11 10 10 11 Sc! WINDOW WIDTH 3 HORIZONTAL SECTION(XOX) O o � � 17 5 V W � Q = 4 w N w a o Z 3 11 CK e U) W^ U w _ go Uh— N N B 18 3 U) w_ 2 z 2 F 80 M o (2) 2"WEEP w z w HOLES zo zo N U N VERTICAL SECTION N d WITH SILL RISER ' q o O N z N RODUCT MVTSED DRAWING No. wmplyine with the FTotido uadloB Cadet-1219H R08-02 oceptenwNo �-04@ .i0 DATE:07-21-08 Pt9d9a Cont FRANCISCO HERNANDEZ SHEET 5 OF e FLORIDA PE # 51393 s t MATERIAL LIST - 1TEM# PART# REQD. DESCRIPTION MATERIAL0.812 r-1.625—I Sunshine inflows 1 SW-019 1 FRAME HEAD 6063-T5Manufacturing,Inc. �I I—0.7(14 1745 W.33rd Place 2 SW-019 1 FRAME SILL 6063—T5 0T 0A50 HokW�Floddo 33012 .395l_ 0.750 1fl Ph:(305)364-9952 3 SWxxx21 1 INSERT TRACK 6D63-T5 —L 2_12d7� Fox:(305)628-517e4 ssw-lot AS ROD IMPACT GLAZING BEAD 8083-T8 �^I5 SW-0122/VENT LIDER TOP/BOTTOM RAI6063-T5 0.812�- O 6 SW3019 AS ROD FIN SEAL PILE FELT IMPACT GLAZING BEAD FIXED MEETING RAIL MOVING MEETING RAIL SSW-101 SW-40111 SW-017 (/] 7 SW1520 AS ROD GLAZING TAPE FOAM 6083-TB 6063-T5 8083-T5 a 8 SW321W 2/VENT WHEEL BRASS T O 9 SW-017 1/VENT MOVING MEETING RAIL 6063-T5 1,00p I 10 SW40111 2 FIXED MEETING RAIL 6063-T5 [—+0.592 11 SW-AS AS ROD ASSEMBLY SCREWS 8X1"PH PHILLIP CRS1.000.050 750 1 875 sss-��-iiellll� F O H 12 SW-013 2 JAMB 6063-75 �J U a 13 SW-016 1/VENT MOVING SIDE RAIL 6063-T5 -I 0.670�- 1-I rr 1.000 IA 14 SW3257 AS ROD WEATHER STRIP BULB VINYL rT� SODER TOP AND BOTTOM RAIL INSERT TRACK MOVING SIDE RAIL U 15 SW-667 AS ROD LATCH ZINC SW-012 SW-XXX21 SW-016 6063-T5 6063-T5 6063-T5 Q 16 SW-S10 2/SILL RETICULATED FILTER FOAM rA 17 - AS RDD SILICONE DOW CORNING 899 18 W4077 1 1 SRL RISER 6063-75 O r T 0.078 l.�r 2.750 ,.750 1.2150 1.437 W 3.082 GLAZING DETAIL € 3 0.17 1.509 w e 0.090"DUPONT BUTACITE PV2.077 B 1 V' " y 00 FRAME HE D'ANO SILL FRAME JAMB SILL RISER 0 C 1/8"HEAT 1/8" HEAT SW-019/SW-44287 SW-013 SW-40771 z 6 STRENGTHENED STRENGTHENED 8083-75 6083-T5 0063-T5 O o V1 U N Um Ir 2 M 4 3/8-GLASS BRE ~ (TIPICAL) •• ••• O N 000 • • • ••• • • •• o SILICONE DOW CORNING 899 • • • • • • • • • z° a ••• 00: '0DeCT4LEVisE••• • c✓Tlt*lyu18 lith th 10 a • DRAWING No, 9daLng Code H R 08—02 ccepuma No • ••• ate DATE:07-21-08 • • SCALE:!ZZ:-I' • • I dwmdual Co • •• • • •• • • ••• • • R FLOCDACOPE HERNNDEZ 51393 SHEEF 8 OF 6 • • • • • • • • • 000 0:0 • • • ••• •• •• M IAMI•DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2594 NOTICE OF ACCEPTANCE (NOA) www.m1wm1dade.sov/economy Sunshine Windows Manufacturing,Inc. 1745 W.33rd Place Hialeah,FL 33012 ."". . . .... ...... SCOPE: • ' This NOA is being issued under the applicable rules and regulations governing.ft.isle of LooWiction....:. materials. The documentation submitted has been reviewed and accepted by Miami.'Dade County RER-0 Product Control Section to be used in Miami—Dade County and other areas where aKevnd by th w Authority• • Having Jurisdiction(AHJ). •••• .00:099 This NOA shall not be valid after the expiration date stated below. The Mimi'j7h% Count} :rrpduct""' Control Section(In Miami—Dade County)and/or the AHJ(in areas other than MiAl—lMde County)reserve"":' the right to have this product or material tested for quality assurance purposes. 19 AN p*oduct or material�••0 fails to perform in the accepted manner,the manufacturer will incur the expense of such jesting ind the AHJ, • may immediately revoke, modify, or suspend the use of such product or material41W�hii:their j>lrisdintion. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County'Urbduct 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 111650(XO)"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window(XO)Impact Resistant Glass", sheets 01 through 07 of 07, dated 03/14/08,with the latest revision "2" dated 11/18/14, prepared by manufacturer, dated 04/25/15, 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 provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0320.06 and consists of this page 1 and evidence pages E-1 and E-2, and as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14-1204.11 MIAMID OUNT rM Expiration Date: April 10,2018 / 5 c,ttS Approval Date: May 14,2015 Pagel Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0107.08) 2. Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window "" (XO) Impact Resistant Glass", sheets 01 through 07 of 07, dated 03/14/08, with the • ,• ,�„ ;•htph revision "2" dated 11/18/14, prepared by manufacturer, dated 04/25/15, signed .:.... ..audsealed by Francisco Hernandez,P. E. .;.V.;TESTS"•. • *1. •'Te'st reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 60:606 90 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 • ...... 3) Water Resistance Test,per FBC,TAS 202-94 •••••• 4) Large Missile Impact Test per FBC, TAS 201-94. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • ••• •• 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 • along with marked—up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.'s FTL-5331, dated 09/18/07 and FTL-5015, dated 07/27/07, signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 08-0107.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51' Edition (2014), prepared by Sunshine Windows Manufacturing, Inc., dated 11/09/14, signed and sealed by Francisco Hernandez,P. E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 51h Edition (2014) and of no financial interest,dated 11/10/14,signed and sealed by Francisco Hernandez,P. E. 2. Statement letter of conformance to, of complying with FBC-2010 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez,P. E. (Submitted under previous NOA No. 12-0320.06 Jaime D.Gasc n,P,E, Product Control Section Supervisor NOA No. 14-1204.11 Expiration Date: April 10,2018 Approval Date: May 14,2015 E-1 Sunshine Windows Manufacturinn_,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Laboratory compliance letter for Test Reports No.'s FTI-5331, dated 09/18/07 and FTL-5015, dated 07/27/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 08-0107.08) . . .... ...... G. OTHERS ...... .. . ...... 1. Notice of Acceptance No. 124320.06, issued to Sunshine Windows Manufacturing...... Inc. for their Series "1650 Aluminum Horizontal Sliding WindvV"L.M.I:' .9 rovecr on 05/17/12 and expiring on 04/10/18. *00000 .. . ...... . . . . ...... 00 Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-1204.11 Expiration Date: April 10,2018 Approval Date: May 14,2015 E-2 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... t p" ••• • •• • • • FA MpX. •• •• • I • t • • •• • • • • • DESIGN PRESSURES CHART-PSR -•.L • • • • • • • • • ••• • ••• • • ( HEAT STRENGTHENED LAMINATED IMPACT o� IMPACT IMPACT ''%•"> RESISTANT GLASS GLASS GLASS Sunshine Windows 11 WINDOW ANCHOR HURRICANE PROCTECTION II q DIMENSION SCHEDULE IS NOT REQUIRED = ===== _____ _ ____-_ L • ••• •• • • • •• MOnu(9cturing,Inc. -----ccc- ------- - ---- U' r --- . . . . . . . . . 1746 W.33N Place PER PER 1314"SELL 3"SILL w_ I • •• • • • • ••• • k°,0^ X12 WIDTH HEIGHT HEAD B ✓✓ • •• • • • • • Plr.(JO8),164-9962 00 000 SILL JAMS Et(f. INT. EXT. INT. O C' D • • • • • • • • Fm:(305)628-6116 9 261/2- 4 53.33 120.00 80.00 120.00 z 37" 5 53.33 120.00 80.00 120.00 26" op i 53 1/6' 6 3 53.33 119.30 80.00 119.3 \ �! " FALSE MUNTINS (SURFACE APPLIED) 3 74' 8 53.33 90.0 80.00 90.00 M I B I MAY BE USED Q 26 1/2' 4 53.33 120.0 80.00 120.00 a F 3T /9 5 �53�33 120.0 80.00 120.00 �-3 MAX. 10" 2_1_/w�3/4• 6 5 (53:33 9550' 80.00 95.50 c i a V Q WINDOW WIDTH yy 74 8 53.33 78.90 78.90 78.90 q to B 37" 5 .53_33 104.70 80.00 104.70 TYPICAL ELEVATION (XO) 53 a ~ 1/6'So 5/ 6 6 I 88.40 80.00 88.40 GENERAL NOTES: 74" 8 53.33 67.30 67.30 67.30 rA CE) 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). 0( 37• 5 53.33 88.20 80.00 88.20 2.- CONFIGURATIONS OX AND X0. H 53 1/8-1-73'- 6 7 53.33 75.00 75.00 75.00 3.- SHUTTERS ARE NOT REQUIRED. O 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. rAN A74' 8 53.33 6Y.00" 62.00 62.00 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS �1 24' 3 53.33 120.0 80.00 120.0 ON SHEET 5 THRU 7. 0 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 35" 4 53.33 120.0 80.00 120.0 - CONCRETE STRENGTH Fc 28 - 3000 PSI MIN. 48" 24' 6 353.33 120,0 80.00 120,0 - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. 60" 7 53.33 120.00 80.00 120.0 - FILLED CMU Fm' - 2000 PSI MIN. ; 72" 8 53.33 90.00 80.00 90.00 7.- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. 24" 3 53.33 120.00 80.00 120.0 1 B.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. av N z O 3s 4 53.33 120.00 80.00 120.0 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 38 KSI MIN. Q y 48' 36' 6 4 53.33 120.00 80.00 120,0 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". z� ALUMINUM SHALL BE 6063-T6. so' 7 53.33 99.90 80.00 99.90 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY o o O ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE q 72' 8 53.33 88.60 80.00 88.60 AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. rc :4 36' 4 53.33 100.40 80.00 100.40 12•- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). m 46' 6 53.33 93.90 80.00 93.90 � l i 46' 6 GLASS: o o 60" 7 53.33 87.00 80.00 87.00 0.340"OVERALL LAMINATED GLASS USING TWO LITES OF i a 72' 8 53.33 74.30 74.30 74.30 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. RODUCPRBVISED DRAWING No. 36' 4 53.33 90.00 80.00 90.00 LAMINATED BY TECNOGLASS OR SIMILAR. lye dm Florida HS08-01 46' W. 7 6 53.33 87.00 80.0 87.00 a°0 ^ceNo DATE:03-14-08 60' 7 1 53.33 83.40 80.0 83.40 111-14-1 72" 8 53.33 67.80 67.80 67.80 _ SCALE: 1 2'�1" Alum Dale aalComm FRANCISCO HERNANDEZ FLORIDA PE / 51393 SHEEP 1 OF 7 • ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . 0% . . .. . .. . . . . ... . ........ . . . .. . . . . . • . • . . • . • 0 .............. ... .... .............. 12 13 9 15 1e Sunshine Windows 20 •• ••• .. . . . .. Manufacturing,Inc. • • • • • • • • • 1715 W.3&w!Place •• • • • • ••• • Hk M h,F1plso 33012 g • • •• • • • • • Ph:(305)361-9952 2t 20 • • • • • • • • ••• Fur:(305)626-5116 • ••• • • • • • ------ ———— p DC ,4 22 10 19 0 WINDOW WIDTH (7 HORIZONTAL SECTION o rA „ o 1e s � °x = 6 20 = 80) 3 3 17 0_ u p Z 6 B n fLES 3 00 zz 2) 2•�AlIEP UE HO2 M Z 16 3 2 VERTICAL SECTION N (2)2-WEEP "' WITH SILL RISER HOLES n m o i 11 o - N .1 VERTICAL SECTION RODUCr REVISW DRAWING No complyk%WIu1 the Florida H SOS—O uilding Code if ` KGP1ID1[e No �T l ete DATE:03-14-08 4- - y SCALE: laud de Product Control FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 3 OF 7 " , ' MATERIAL LIST MATERIAL LIST ITEM N PART# RFQD. DESCRIPTION MATERIAL ITEM 6 PAWI'# REQD. DESCRIPTION MATERIAL 1 SW-019 1 FRAME HEAD 6063-T5 13 SW-016 I MOVING SIDE RAIL 6063-T5 2 SW-019 1 FRAME SILL 5053-T5 14 SW3257 AS ROD WEATHER STRIP BULB VINYL 3 SWxm21 I INSERT TRACK 6063-TS 15 SW-667 AS RQD LATCH ZINC Sunshine Windows 5 SW-012 2 SLIDER TOP/BOTTOM RAIL 8063-T5 16 SW-SIO 2/SILL RETICULATED FILTER FOAM Manutfocturing,Inc. 1745 W.33rd Place Kobuk ftrlda 33012 6 SW3019 LAS ROD FIN SEAL PILE FELT 17 SW40771 1 SILL RISER 6063-T5 Ph:(305)364-9052 8 SW321W 2 WHEEL BRASS ]a SW-014 1 LAMB TO FIXED PANEL 6063-T5 F-:(305)828-51181 9 SW-017 I MOVING MEETING RAIL 6063-T5 19 - AS RQD SILICONE PEC.-895 10 SW40111 I FIXED MEETING RAIL 6063-T5 20 SW-101 AS ROD IMPACT GLAZING BEAD 6063-T6 11 SW-AS AS RQD ASSEMBLY SCREWS 111 8 X 1,SMS. 21 SW-STL 1 3/8-X 3/4-FLAT BAR STEEL 12 SW-013 1 JAMB TO MOVING PANEL 6063-T5 22 SW-AS 4 ASSEMBLY SCREWS 8 X 2 1/2-SMS. 0 fly 0.050 0.050 0.052 -0.394 FL 0.812�- -— - —L -F GLAZING BEAD FIXED MEETING RAI L MOVING MEETING RAIL JAMB TO FIXED PANEL FRAME JAMB TO MOVING PANEL 6063-T5 v) SW-401 11 SW-017 SW-014 SW-013 6063-T5 6063-TS 6063-T5 6063-T5 11151) 3.062 r7 ID 0 L I I ri 0.810 00 L OE FRAME HEAD AND SK-L MOVING SIDE RAIL INSERT TRACK SLIDER TOP AND BOTTOM RAIL SW-019 z 5063-T5 SW-016 SW-40771 SW-mx21 SW-O 12 2 6063-T5 6063-T5 6063-T5 6063-T5 0 041, 060 0 0 kffi"'..11,�4- o,4 - to 411 FLORIDA PE # 51393 °°° ° ... . . . ... . . . % .. . . . .. .. . . . . . . . . . . ............... 2 1/2" MIN. I 2 1/2" MIN. ••• • 1" •ULTFtt%N 1 1/8 ION.�J`fRATION INTO WOOD. MW • • • (FOR•MAX. %NCH(t SPACING AND AIUMBER OF ANCHORS ` 1/4`ULTRACON 1 1/4`MIN. EMBEDMENT INTO MASONRY • • YEFBR TO GLEVATIONS•AN16 DWIGIi PRESSURE CHARTS THROUGH 1 BY WOOD BUCK. •:• ON HEET9e1 OF 7 AND 0 OP 7)0 _ - \ i (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS TYPICAL POR HEAD. • • REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7) Sunshine Mows TYPICAL FOR HEAD. ••• •• BY B 8Y OTHERS. WOnUiOC(OfYlg,Inc. • • • • • • E 0 ATTACHED TO •TINS & L ZN$SYSTEM LOADS1745 F7alae]Ots w •Hr— ITN THro ST*UWRE. SHALL BE APPROVED Pe:005)764-9252 c� • • •Br1 BUILDING OFFICIAL PRIOR TO Fox:(305)82e-5115 • ••• • YIINDOW INCTALIAi1W. \'— O 1 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO ") TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED O �- BY BUILDING OFFICIAL PRIOR TO (� WINDOW INSTALLATION. DETAIL A DETAIL E 0 LA'17ACHMfNtTQMASQ Y ATTACHMENT TO WOOD p �-4 M 1/4"SMS THROUGH METAL. (]Qy (FOR MAX.ANCHOR SPACING AND NUMBER S OF ANCHORS REFER TO ELEVATIONS AND N (� DESIGN PRESSURE CHARTS ON SHEETS 1�••i� 1/4`SMS THROUGH METAL 1 OF 4 AND 2 OF 4). O 1" TYPICAL FOR HEAD. 0 1" (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND MIN. MIAMI-DADE COUNTY APROVED MIN. DESIGN PRESSURE CHARTS ON SHEETS �MULLION. (UNDER SEPARATE APPROVAL) 1 OF 7 AND 2 OF 7). — -- TYPICAL HEAD. r w� L— ---J ZZ�a gN wu o 5.7 N E Z\ z W NF N F Tij m f N_ Y a 1 ( ll6l'AILC DETAIL 1 z° N ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION PRODUCT RBVISBD DRAWING No. (STEEL OR ALUMI. 1/8` MIN. THICKNESS) mlddi*ng Cda the Fiwiu. X11 Z�v HS08-01 Aompu a No ( DATE:03-14-DB TYPICAL.HEAD SECTIONS BF a�2w1to-1 : 1/2._t. FRANCISCO HERNANDEZSHEET 5 OF 7 FLORIDA PE 0 51393 r w /. Sunshine Win doN9 V1 Mmufadtiling,Inc. 7 1i110k45 ak ed 33012 Ph:(305)3e4-9952 � Fcx:(Jo5)82e-s11e ' a • 3/4'MAX.NON-SHRINK GROUT 1., OR V IIT WOOD BUCKa • • N2 BY WOOD BUCK BY OTHERS. � '• MUST BE PROPERLY ATTACHED TO '.vTRANSFER GLAZING SYSTEM LOADS •• ' TO THE STRUCTURE.SHALL BE APPROVED p BY BUILDING OFFICIAL PRIOR TO Q' 2 1/2" MIN. 2 1/2" MIN. 1" WINDOW INSTALLATION. 2 1/2" MIN. 2 1/2" MIN. MIN. 1/4"SMS 1 MIN. PENETRATION INTO WOOD. 1/4"ULTRACON 1 1/4"MIN. EMBEDMENT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND INTO MASONRY THROUGH 1' BY WOOD BUCK C7 OR NDESIGN PRESSURE CHARTS ON SHEETS ON-SHRINK NON-METALLIC GROUT F 1 OF 7 AND 2 OF 7). 1/4'VLTRACON 1 1/4"MIN. EMBEDMENT INFO MASONRY (FOR MAX.ANCHOR SPACING AND NUMBER TYPICAL FOR SILL. C) r�- t (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS AND REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS DESIGN PRESSURE CHARTS ON SHEETS .-r ON SHEETS 1 OF 7 AND 2 OF 7) 1 OF 7 AND 2 OF 7). t� TYPICAL FOR SILL ONLY. TYPICAL FOR SILL ONLY. &0 DETAIL D DETAIL E DETAIL F U ( ATTACHMENT TO PRE-CAST SILL ATTR ASH _ TTOMASONKY ATTACHMENT TO WOOD VW O pQ p5 IF x T �� N MIAMI-DADE COUNTY APROVEO N o F MULLION. (UNDER SEPARATE APPROVAL) oc 3 I II o � H 1/4'SMS THROUGH METAL. 1�� 1/4"SMS THROUGH METAL. •• 000 • • • • • •• �j MIN. (FOR MAX. ANCHOR SPACING AND NUMBER MM. n w (FOR MAX.ANCHOR SPACING AND NUMBER • • OF ANCHORS REFER TO ELEVATIONS AND • • • • • • • O DESIGN PRESSURE CHARTS ON SHEETS OF ANCHORS REFER TO ELEVATIONS AND • • •• • • • • • k-' t 1 OF 7 AND 2 OF 7). DESIGN PRESSURE CHARTS ON SHEETS •• •• • • • • ••• • S o TYPICAL FOR SILL. 1 OF 7 AND 2 OF 7). •• ;•• •• • • • • _ w ! TYPICAL FOR SILL.DETAIL G DETAIL G 1 RODUCT RBVISED _ DRAWING No. s complying with tho Florida ATTACIIMENT TO MLTAL STRUCTURE ATTACHMENT TO MULLION oRiling OaM 10 I f508—O (STEEL OR ALUM. 1/8" MIN.THICKNESS) (STEEL OR ALUM. 1/8"MIN. THICKNESS) • • No + -I9�� • • f • W • DATE:03-14-OR TYPICAL SILL SECTIONS •• •• • scALTa 1 2•=," ••• •• • • CISCO HERNANDEZ FLORIDA PE / 51393 SHEET a OF 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . . ... . . . .. .. . . • .. .. . . . . . . . . . . 1/4" MAX. ••• • 00.• • • • SHIM SPOCE 2 BY WOOD BUCK BY OTHERS. • •• • •• • • • • MUST BE PROPERLY ATTACHED TO • • •• • • • • • TRANSFER GLAZING SYSTEM LOADS 1/4-SAX. • • • • • • TO THE STRUCTURE, SHALL BE APPROVED �HIN ACE • • • • • • • BY BUILDING OFFICIAL PRIOR TO • • ••• • • ............. ,:e:. : : ......:. WINDOW INSTALLATION. MIN. Sunshine Windows !• •'' 1/4"SMS1 1/2'MIN, PENETRATION INTO WOOD. manufOCtIX10,Inc. (FOR MAX.ANCHOR SPACING AND NUMBER 410 )• •• • • • •• 9 OF ANCHORS REFER 70 ELEVATIONS AND • • 1745 W.33rd P • • • • • ores 1 1/4' • • RiROUGH METAL. HideaN Fleddo 33012 DESIGN PRESSURE CHARTS ON SHEETS • •• • • Ph:(305)354-9952 MIN. 1 OF 7 AND 2 OF 7. ANCHOR SPAGNG AND NUMBER • • F-:(303)828-51 16 1/4"TAPCONS 1 1/4'MIN. EMBEDMENT TYPICAL FOR JAMBS. •• • • • F EFER TO ELEVATIONS AND ESIGN PR RE CHARTS ON SHEETS INTO MASONRY THROUGH 1'BY WOOD BUCK ' OR NON SHRINK NON METALLIC GROUT i 1 OF 7 AND 2 OF 7). DETAIL I 3 TYPICAL FOR JAMBS, O Z (FOR MAX.ANCHOR SPACING AND NUMBER A7TAC}IMENT TO WOOD y�C% � OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). ~+p TYPICAL FOR JAMBS. 0 Q N DETAIL 1 ATTACHMENT TO METAL STRUCTURE r, (STEEL OR ALUM. 1/8"MIN.THICKNESS) 7U. yQ QAQ f~ F� ~ DETAIL H ATTACHMENT_TO GLAZING DETAIL v r 0.090'DUPONT BUTACITE PVB W , g � 0 1/8'HEAT 1/8"HEAT (,y STRENGTHENED STRENGTHENED 1/4'SMS THROUGH METAL. O (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). 3/8"GLASS BITE TYPICAL FOR JAMBS. (TIPICAL) 3 f MIAMI-DADS COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) SILICONE PECORA 895 E N NN GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF Z 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER N a 82 FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. i LAMINATED BY TECNOGIASS OR SIMILAR TO Z � N ATTACHMENT TO MULLIONS DETAIL RODUCTswilhaD DRAWING No. blu7ldIftCDdc q„ HS08-01 NO szol DATE:03-14-08 TYPICAL JAMB SECTIONSproduct `�� a s LSCALE:Ado Conuol FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 7 OF 7 Y MIAMt•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy 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 to rting and th VAHJ may immediately revoke, modify, or suspend the use of such product or material wrtNr their juri%diction. '•••;• RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade emflpy Prod1?Q4(!Qrttro1 Section that this product or material fails to meet the requirements of the applicable bu*n6Mgcode. •" This product is approved as described herein, and has been designed to comply witVthVloricta�Building ;•••• 0000 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'IK.j.,"sheets •• through 21 of 21,dated 02/11/13,with revision#1 dated 05-09-15, prepared by marl}tfactuier, siEW,rid sealed by Francisco Hernandez,P.E., bearing the Miami-Dade County Product ConCtpl Re;ision%tamp with •• • the Notice of Acceptance number and expiration date by the Miami-Dade County Product Contror Sccdon. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#11-1216.02 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0528.21 MIAMI-DADECOUNTY rr Expiration Date: March 28,2018 1�3Q�17 Approval Date: December 10,2015 Page 1 r , Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA#11-1216.02) 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. • .""4Submitted under previous NOA#11-1216.02) • '• CALCULATIONS •;•••• 1.....•�nchor verification calculations and structural analysis, complying with FBC 5'" • Edition (2014), dated 05/09/15, prepared, signed and sealed by Francisco Hernandez, ...... .....• . • FI.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 51"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 larder previous NOA#11-1216.02) G. OTHERS 1. Notice of Acceptance No. 11-1216.02, issued to Sunshine Windows Manufacturing, Inc. for their Clipped, Extruded Aluminum Tube Mullion-L.M.I., approved on 03/28/13 and expiring on 03/28/18. MinuFMrez,P.E. Product Cont6iixaminer NOA No. 15-0528.21 Expiration Date: March 28,2018 Approval Date: December 10,2015 E- 1 .......... ..... ....... 0.125-OR 0.250-THICKNESS . ... . ......... .. . . ...... 0 INDEX OF DRAWINGS .............. ............ GLAZING UNI Sunshine Windows SEE NOTES 2 AND 4 OF GENERAL NOTES I OF 22 .- MULUON SECTIONS, GENERAL NOTES AND PROCEDURE FOR MULLION SELECTION. "",octuTi", 2 OF 21 - MULUON SHAPES,ANCHOR CUPS AND ANCHOR CUPS LOCATION DETAILS. 1745 W.33rd place 3 OF 21 .- TABLE 1. MULLION DESIGN LOADS (MULLION CAPACITY) FOR RECTANGULAR MULLIONS. Hid.h,Fl-ddo 33012 4 OF 21 .- TABLE 2.ANCHOR DESIGN LOADS (ANCHOR CAPACM FOR RECTANGULAR MULLIONS. Ph:(305)384-9952 OR 2' 5 OF 21 .-TABLE 3.ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS. Fax:(305)626-51118 6 OF 21 .-TABLE 4. MULLION AND ANCHOR DESIGN LOADS(MULLION AND ANCHOR CAPACITIES) VERTICAL OR HORIZONTAL RECTANGULAR MULLIONS FOR ROUND MULLIONS. 7 OF 21 -ANCHOR CONFIGURATION TYPE Al ON CONCRETE OR MASONRY WITH IBY WOOD BUCK. qFF MU11ION nFS1rN LOADS(MULLIQU CAPACITY)TABLE if 1 ON SHEET 3 OF 21, 8 OF 21 - ANCHOR CONFIGURATION TYPE Al ON WOODEN STRUCTURE OR 2BY WOOD BUCK. SEE ANCHOR DESIGN LOADS (ANCHOR CAPACITY)T j 2 AND J 3 ON SHEETS 4 AND.9 OF 21, 9 OF 21 -ANCHOR CONFIGURATION TYPE A2 ON CONCRETE OR MASONRY WITH IBY WOOD BUCK AND ON WOODEN STRUCTURE OR 2BY WOOD BUCK. 10 OF 21 - ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 1 BY WOOD BUCK .4 AND ON WOODEN STRUCTURE OR 2BY WOOD BUCK. z 11 OF 21 .- ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK GLAZING UNIT. SEE NOTES 2 AND 4 OF GENERAL N6TESAND ON WOODEN STRUCTURE OR 2BY WOOD BUCK FOR 2'X 6'MULLION. .3 1/2'0 OR 4"0 ALUM.TUBE 12 OF 21 - ANCHOR CONFIGURATION TYPE Bl ON CONCRETE OR MASONRY. 0.082"OR 0.125*THICKNESS 13 OF 21 - ANCHOR CONFIGURATION TYPE B2 AND 83 ON CONCRETE OR MASONRY. 14 OF 21 .-ANCHOR CONFIGURATION TYPE 03 ON CONCRETE OR MASONRY. VARIES 15 OF 21 .- ANCHOR CONFIGURATION TYPE Cl ON METALLIC STRUCTURE. W TO 180, OF 21 - ANCHOR CONFIGURATION TYPE C2 ON METALLIC STRUCTURE. OF 21 - ANCHOR CONFIGURATION TYPE C3 ON METALUC STRUCTURE. ia OF 2t ANCHOR CONFIGURATIONS TYPE D2, D3 AND D4. MULLION TO MULLION CONNECTIONS. 19 OF 211 ROUND MULLIONS.TOP VIEWS FOR ANCHOR CONFIGURATIONS TYPE BR2, BR3, CR2 AND CR3. 20 OF 21 ROUND MULLIONS.TOP VIEWS FOR ANCHOR CONFIGURATION TYPE BR4 AND CR4. VERTICAL ROUND TUBE MULLION 21 OF 21 ROUND MULUONS. SIDE VIEWS FOR ANCHOR CONFIGURATIONS TYPE BR2, BR3, BR4, CR2,CR3 AND CR4. SFF U1111VIN ()F,;InN IOADq (LAU1111114 rAPArITY)AND ANCHOR nFsiGN LoAps(ANCHOR CAPACITY)TABLE f 4 ON SHEET 6 OF 21, GENERAL NOTES: PROCEDURE FOR MULLION SELECTION FE 1-THIS PRODUCT MEETS THE REQUIREMENTS OF THE 7-THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL 1.DETERMINE THE WIND LOAD IN PSF ACTING ON THE MULUON PER THE FLORIDA BUILDING CODE 5TH EDITION, 2014. BE NOT LESS THAN 1/8-. ALUMINUM SHALL BE 6063-T6 AND FLORIDA BUILDING CODE 5TH EDITION, 2014. USE ALLOWABLE STRESS W STEEL SHALL BE Fy- 36 kei MIN. DESIGN LOAD FACTOR OF 0.6 FOR WIND LOAD CALCULATED BASED UPON 2.-MULLIONS SHALL BE USED ALONG WITH SEPARATE APPROVED ULTIMATE DESIGN WIND SPEED. GLAZING UNITS MEETING THE FLORIDA BUILDING CODE 5TH EDITION B.- TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063-T6. (2014) REQUIREMENTS. USE GLAZING UNIT APPROVAL TO SPECIFY 2.USE MULLION DESIGN LOAD (MULLION CAPACITY)TABLES # I AND 0 4 ON .00 FASTENER SIZE AND SPACING. 9-ALL ANCHORS INSTALLED IN THE STEEL/ALUMINUM HOST STRUCTURE ON SHEETS 3 AND 6 OF 21 TO DETERMINE THE MULLION SECTION REQUIRED E- SHALL HAVE 1' MINIMUM TO THE EDGE OF THE STRUCTURAL MEMBERS. TO MEET THE DESIGN PRESSURE. z 3-TYPE OF ANCHORS: FOR ATTACHMENT TO CONCRETE OR z z GROUT FILLED BLOCK WITH IfTY,20Y OR WOODEN STRUCTURES 10.-WOOD HOST STRUCTURE SHALL BE*SOUTHERN YELLOW PIKE" 3.USE TABLES 0 2. # 3 AND 111 4 ON SHEETS 4, 5 AND 6 OF 21 TO DETERMINE 0 0 i7i V5 USE 1/4- DLAM. ELCO ULTRACON CONCRETE AND MASONRY ANCHOR; G-0.55 OR GREATER DENSITY. THE TYPE OF CONNECTION BETWEEN THE MULUON AND THE STRUCTURE FOR ATTACHMENT TO METAL STRUCTURES, OR METAL TO METAL ALL ANCHORS INSTALLED IN WOOD SHALL HAVE I"MINIMUM TO THE TO MEET THE DESIGN LOAD (MULLION CAPACITY). CONNECTIONS USE 1/4'DIAM. HILTI KWIX FLEX SELF DRILLING SCREW. EDGE OF THE STRUCTURAL MEMBERS WITH 1 3/8-MIN. EMBEDMENT. 4.HIGHLIGHT MULUON AND ANCHOR SELECTED OPTIONS AND CORRESPONDING 4- THE DESIGN PRESSURES SHOWN ON THE CHARTS ARE BASED ON 11.- CONCRETE STRENGTH: f'c-3,000 psi MIN., C06 PIT ASTM C90. TABLE VALUES OBTAINED IN A SPECIFIC APPLICATION WHEN USING THIS NOAaI TUBE STRENGTH ONLY. NO CONTRIBUTION OF ATTACHED GLAZING UNITS GROUT FILLED CMU fm= 2,000 psi MIN. 0 00 0 0 00 • TO APPLY FOR A PERMIT. ARE CONSIDERED. ALL ANCHORS INSTALLED IN CONCRETE SHALL H&E 2 1/2" MINIMUM 0 • 0 0 •• 0 5- FOR DETAILS OF ATTACHMENT BETWEEN MULLIONS AND STRUCTURE'S EDGE DIST.TO THE STRUCTURAL MEMBERS WITH 103/" OE ESMENTO 0 0 o 1 0 (EXCLUDING STUCCO, FOAM, BRICK AND OTHER WALLSFINI REFER TO SHEETS 7 THROUGH 21 OF THIS PRODUCT APPROVAL. 0 0 12- MATERIALS IN RM DRAWING No. 6-WOOD BUCKS BY OTHER SHALL BE PROPERLY ATTACHED TO INCLUDING BUT NOT LIMITED TO STEEL/MElAt SC •• PRODUCT kFVlSFD TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALLas�nplying wilh 60 FlImida SHALL HE APPROVED BY THE BUILDING OFFICIAL PRIOR TO PROTECTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 5TH EDITION. Building Code M201 1 MULLION INSTALLATION. 2014. • Accept-114. HERNANDEZ SCALE:NTS DATE:02-11-13 k PIS Myil)adc P ct FRANCISCO FLORIDA PE 51393 OF 21 ROUND MULLIONS RECTANGULAR MULLIONS ••• ;. • AIQCHOR LLIPS GROSS SECTIONS CROSS SECTIONS CROSS SECTIONS '. _••!_•; �;_�. _ 0.082 t • • ' ••• • ' 0.125 p _ 0.125 J0.125 0.125 0.750 ••• •1.750 0.125 0.125 4.000 0 125 4.000 0.125 1p� 3.000 3.000 0.094 2.250 0.09 2.250 • •• 4125 2.000 2.2501 '� . • I-ICI ] Sunshine Windows 2.000 a 2.000 ).9 .96 8.125• .9 '96 �i • � ,fs.000 fJ o.t25 o.7S0 Alanufoclurirg,Inc. 4.500 • • • 00 0 2.000 1745 W.33rd PWa 0.094 -0.125 • • • • : Kf wh,mft 33012 I VI CLIP• •0 Sl2 QI.IP • 2 X 2 X 1/B`ANCLE CLIP 2"X 5" X 1/8"ANGLE CLIP U CUP P6.(305)354-9952 3.500 4.000 1.000 OPTIONAL TIP 0.500 •• Fo.:(30S)626-5116 ALLOY: 6083-T5 ALLOY:6063-T5 ALLOY: 6063-T5 ALLOY: 6063-T5 ALLOY: 6063-T5 3 1/2" ROUND MULL 4" ROUND MULL 1.000 - ANCHOR CLIPS LOCATION DETAILS ALLOY: 6063-T6 ALLOY: 6063-T6 1"X 2"X 1/8" 1"X 2"X 1/6" ,..1 1"X3.X 1/8" 1"X3"X 1/8" , A C I"X4'X 1/8" 1"X4"X 1/8- --C /B" -- Z -- ALLOY: 6063-T6 ALLOY: 6063-T6 --- 0 a 0.125 6.000 - 0.125 \ \ 0.250 DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 1 I 0.250 V CLIPS L CUPS V CLIPS L CUPS HORIZONTAL POSITION HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION 4043 FILLER ALLOY 1 4.000 4.000 ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES CONTIN. WELD �5• B TOP VIEW LI , , I ROUND MULLION ANCHOR SUEEVE 1.000 ALLOY: 6063-T5 2.000 1" X 4" X 1/4" '-- 2"X 4"X 1/8" ALLOY: 6061-T6 2"X 6"X 1/8 -------------- _______________ I 1 1 I C ALLOY: 6063-T6 4043 FILLER ALLOY I CONTIN. WELD I 0.250 DETAIL 5 DETAIL 6 DETAIL 7 DETAIL 8 1�5• -- V CUPS L CLIPS V CLIPS L CLIPS 2.000 --0.250 , HORIZONTAL POSITION HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSI710N .off.. MULLION TO MULLION MULLION TO MULLION MULLION TO MULLION MULLION TO MULLION Oo 0.12 A5 6.000 z w I '¢ o SECTION 1-1 I I -------------- ROUND MULLION ANCHOR SLEEVE _ ALLOY: 6063-T5 ROUND MULLLION SLEEVES 2.000 a v� MULLION DIMENSIONS o 0 TYPE AB C 2"X 6"X 1/4" DETAIL 9 DETAIL 10 DETAIL 11 i U CUPS U CLIPS ROUND MULLION SLEEVE _ 3 1/2"0 5.500` 3.250" 1 0.125" ALLOY: 6063-T6 HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION DRAWING No. MULLION TO MULLION MULLION TO MULLION ON SUBSTRATES PIt011UCT-VL"F" I It.D 4' 6.000" 3.667' 0.125" a.complyMs",me Florid9 M 201 1 Awleplmce No fy"062a$' A�(a DATE:02-11-13 NOTES: - FOR ROUND MULLION AND ANCHOR MULLION SHAPES, ANCHOR CLIPS DESIGN LOADS SEE SHEET 6 OF 21. SCALE.NTS - FOR CONFIGURATIONS OF ROUND ANCHORS AND ANCHOR CLIPS LOCATION DETAILS Mi 'Ded.pm uct 901 FRANCISCO HERNANDEZ SEE SHEETS 19, 20 AND 21 OF 21. FLORIDA PE # 51393 SHEET 2 OF 21 MULLI N DESIQN LOADS(MULLION CAPACITY) ......... FOR RFCTANGIJI.AR MULLIONS ............. HORIZONTAL TARLE#I RECTANGULAR GLAZING MULLION PRODUCT MULLION DESIGN LOAD PSF MULLION DESIGN LOAD-PSF MULLION DESIGN LOAD PST Sunshine Windows DIMENSIONS I MULLION MULLIONJ MULLIONJ MULUDN DIMENSIONS MULLION MULLION MULLION MULLION DIMENSIONS MULLION MULLION -VERTICALManufacturing,Inc. WIDTH(W) SPAN 1*X 2. 1*X 3-1 1-X 4-1 1-X 4- WIDTH(W) SPAN I'X 4' 2'X e r X 6" 2'X 6' WIDTH(W) SPAN 2'X 6' 2*X IV RECTANGULAR 1745 W.3Jrd Place X 1/8- x 1/8- x 1/8- x 1/4' X 1/4- X 1/9- X 1/8- X 1/4- X 1/8' X 1/4' MULLION Ph:(705)784-9952 (W) 27" 128.5 140.0 140.0 140.0 27' 140.0 115.4 140.0 140.0 27' 122.6 140.0 ' Fnx:(JOS)629-5116 37' 93.75 140.0 140.0 140.0 37' 1112.8 84.20 140.0 140.0 37' 89.45 140.0 GLAZING GLAZING 48" 72.26 140.0 140.0 140.0 48' 87.00 64.90 140.0 140.0 49' 68.90 125.6 PRODUCT PRODUCT 39" - - 120* - 57.80 1119�9 140.0 140.0 60, W 69.55 51,90 112.5 140.0 60' 55.15 1011.3 66" 52,55 109.0 140.0 140.0 66' 63.25 47.20 102,3 140.0 50.15 92.10 MULLION SPAN 74' 46.85 97.25 140.0 140.0 74' 5640 42-10 911.25 140.0 974- 44.70 0115 z TRIBUTARY MOTH(W)-WI +W2 0 1. 41.35 76.00 2 0.4 43.35 9O.DD 140.0 140.0 �2.15 m90 84.40 140.0 1 27' 57.46 140.0 140.0 140.0 27' 125.7 77.30 140.0 140.0 27" 111.2 140.0 HORIZONTAL MULLION 37' 41.90 1133 40.0 140A 37' 91.70 56.40 140.0 40.0 37" 81.15 140.0 48r 32.30 87.65 140.0 1400 W 70.70 43.45 122.6 140.0 1. 62.55 114.9 51, 90! 12e - 70.10 112.8 140.0 60, 56.55 34.75 9B.OD 140.0 50.00 91.90 TIC& VER 66' - 63.75 102.5 MO 66* 51.40 31.60 89.15 M.0 45.45 83.50 RECTANG. - - - MULLION 74" 56.85 91.45 140.0 74' 45.05 213,20 7930 140.0 74- 40.55 74.50 52.60 84.60 140.0 80* 1 42.40 - 73.55 135.1 80" 7.50 68.9D 80" h GLAZING GLAZING 27' - 111.9 140.0 140.0 27" 103.6 64.45 140.0 140-0 27' 101.3 140.0 PRODUCT PRODUCB 37. - 81.65 140.0 140.0 37* 75.55 47.00 139.7 140.0 37- 73.90 135.8 49* - 62.95 109.0 140.0 4r 50.25 36.25 107.7 140.0 1. 57.00 104.7 WI W2 - M. - 50.35 87.20 140.0 96- --- 132" i 60* 60' 46.60 29.00 86.20 140.0 60, 45.60 a3.75 - 79.25 140.0 66- 42.35 - 78.35 66" 41.50 76J5 TREUTARY WIDTH(W)-WI + W 65, - 45.75 1 1 2 74' - 40.80 70.70 138.3 74- 37.75 - 69.90 12&4 7,V 36.90 67.90 VERTICAL MULL 14� - 37.75 65AD 128.0 80- 35.01) - 64.65 118.7 1. 1 34.20 62.80 96 - ' NOTES: - 87.30 140.0 140.0 27- 86.35 54.30 140.0 140.0 27' 92.70 140.0 00 37' - 63.70 119.8 140.0 37" 63.00 39.60 12-3.8 140.0 37- 67.65 124.2 1- INTERPOLATE FOR INTERMEDIATE VALUES OE 48' - 49.10 92.40 140.0 48.55 30.50 05.45 1 140.0 48' 52.15 95.80 OF SPAN AND/OR TRIBUTARY WIDTH TO - 1. 102" - - 138, DETERMINE THE DESIGN LOAD (MULLION CAPACITY). 0 0, 60, - 39.30 73.90 140.0 W 38.85 - 76.35 40.0 60' 41.70 76.50 06' - 35.70 67.20 131.5 65, 35.30 - 69.40 127.5 37.90 69.65 2- MULLIONS ON THIS CHART MAY BE - - ORIENTED VERTICALLY AND/OR HORIZONTALLY. 74' - 31.85 59.90 1117.3 74" 31.50 61.90 113.7 74* 33.80 62.10 - 29.45 55.40 108.4 80--1 29.10 57-25 105.2 •Al 057.40 0 • ,3.- SEE MULLION CROSS SECTIONS ON • 00 2 1 7 3 5 7 I '2 27' 51.75 111.0 140.0 27" 72.70 46.10 140.0 140.0 ROD SHEET 2 OF 21. "7 16 .8, 7' 7' 7' E4 60. 7' 7" -Go .55 65• r35 1. 53.00 36.65 1 IDA 140.0 37' 37' F140.0 7 • DRAWING No. 48' 29.10 62.40 1 122.1 48- 40.90 - 155.10 140.0 48- 47.85 07.90 PRODUCT MEV'Sr'o - 75' 108, -- 144' o-plying-Imbac M2011 49.90 97.70 32.70 - 68.10 125.1 38.30 70.35 Bollchg C,,Dd&, • 3.50 DATE:02-11-13 34.80 66 66, - 45.40 88.85 29.75 61-90 113.7 66* - - • • ScALE-.NTS - 40.50 79.25 74' 5520 101.4 74* • 3.00 59.00 y 1. 93.80 8016616 28.70 W" • P 'aFRANCISCO HERNANDEZ KJO FLORIDA PE # 51 80' 37.45 73.30 • 393 SHEET 3 of 2t • • see 00 0 00 ••• • ••• •• ••• • • FOR ANCHOR CUPS • • , •• • • , , • • SEE DETAILS ANCHOR DESIGN LOADS(ANCHOR CAPACITY) •, •ANCHOR DET4ILS • • • • 1 AND 2 FOR RECTANGULAR MULLIONS CP.,I%S REFEitENCL►TABLE• FOR ANCHOR CUPS ON SHEET 2 OF 21 TABLE#2 (RECTANGULAR MULLIONS) SEE DETAILS 1 AND 2 HORIZONTAL4GL..GT t::t;:;::'. _;:;;;;:....';_ ANCHOR DESIGN LOAD-PSF CONFWTIiTi RED 4W • : ••• ON SHEET 2 OF 21 NULm�ItoUUGLAZING SunshineWindoNs FOR ANCHORCUPSDWENSpNS ANCHOR IYPE A ANCHOR TYPE B ANCNOA TYPE C ANCHOR TYPED •A1 IKEA 7�tA i0F tl •CONFIGURATIONS CONFIGURA11ONS CONFIGURATIONS CONFlOURAIONS • • SEE 8.'A5WO7H(W) SPAN A2 9 0 21 • 5,8,7,8,9AND 10Al A2 AT 1)1 02 93 C1 C2 D2 D3 04 ,•A3,,• 11EE1S 10 11 OF 21 ON SHEET 2 OF 21 27' 72.26 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 RCAGFm{ws)aze-5116 BI SHEEP 12 OF 21 RECTANGULAR 37' 52.73 105.46 140.0 140.0 140.0 140.0 122.15 140.0 140.0 122.15 140.0 140.0 B2 SHEET 13 OF 21 FOR ANCHOR CUPS MULLION 48• 40.65 81.29 121.94 118.1 140.0 140.0 94.15 140.0 140.0 94.15 140.0 140.0 SEE DETAILS PRODUCT PRIZING 39' 83 SHEEP 13 AND 14 OF 21 3 AND 4 PRODUCT PRODUCT ►-i 60• 32.52 65.03 97.55 94.50 140.0 140.0 75.32 140.0 140.0 75.32 112.98 140.0 O1 SHEET 15 OF 21 ON SHEET 2 OF 21 65' 29.56 59.12 88.68 85.90 140.0 140.0 68.48 136.95 140.0 60.48 102.71 136.95 C2 SHEET 16 OF 21 - a 74' 26.37 52.73 79.10 76.60 140.0 140.0 61.07 122.15 140.0 61.07 91.61 122.15 C3 SHEET 17 OF 21 r MULLION SPAN I O 80' 24.39 48.78 73.16 70.85 140.0 140.0 56.49 112.98 140.0 56.49 84.74 112.98 M SHEEP 16 OF 21 27' 55.26 110.52 140.0 140.0 140.0 140.0 128.01) 140.0 140.0 128.00 140.0 140.0 D3 SHEET t8 of 21 TRIBUTARY WIDTH(W)=W1 +W2 as 37' 40.32 80.65 120.97 117.2 140.0 140.0 93.41 140.0 140.0 93.41 140.0 140.0 2 G 04 SHEET IB OF 21 z 41)' 31.08 62.16 93.25 90.35 140.0 140.0 72.00 140.0 140.0 72.00 1OB.D0 140.0 HORIZONTAL MUWON 51' w 60' 24.87 49-73 74.60 72.25 140.0 140.0 57.60 115.20 140.0 57.60 88.40 115.20 FOR ANCHOR CUPS �Q 66' 22.61 45.21 67.82 65.70 131.4 140.0 52.36 104.73 140.0 52.36 78.55 104.73 DESCRIPTION OF SEE DETAILS (a. 3 AND 4 74• 20.16 40.32 60.48 58.60 117.2 140.0 46.70 93.41 140.0 46.70 70.05 93.41 ANCHORS PER TYPE. ON SHEET 2 OF 21 60' 18.65 37.30 55.95 54.20 108.4 140.0 43.20 86.40 129.60 43.20 64.80 86.40 RECCTTAN 'd ANCHOR DESCIPTION OF ATTACHMENT MULLION u°S 27' 48.59 97.18 140.0 140.0 140.0 140.0 112.55 140.0 140.0 112.55 140.0 140.0 TYPE 37' 35.46 70.91 106.37 103.0 140.0 140.0 82.13 140.0 140.0 82.13 123.20 140.0 A TROUGH 1'BY WOOD BUCK INTO CONCRETE, FOR ANCHOR CUPS GLAZING GLAZING MASONRY OR WOOD SUBSTRATE SEE DETAILS PRODUCT PRODUCT E71- 27.33 54.66 81.99 79.45 140.0 140.0 63.31 126.62 140.0 63.31 94.97 126.62 3 AND 4 ON X67 59' B INTO CONCRETE SUBSTRATE ON SHEET 2 OF 21 21.86 43.73 65.59 83.55 127.1 140.0 50.65 101.30 140.0 50.65 75.97 101.30 C Y00 YELL SUBSTRATE 19.88 39.75 59.63 57.75 115.5 140.0 46.04 92.09 138.13 46.04 69.07 92.09 D INTO METAL SURSWTE(MULLION TO MULLION) W1 W2 17.73 35.46 53.18 51.50 103.0 139.1 41.07 82.13 123.20 41.07 61.60 82.13 16.40 32.80 49.20 47.65 95.30 128.7 37.99 75.97 113.96 37.99 58.98 75.97 TRIBUTARY WIDTH(W)_W1 +W244.73 89.46 134.20 130.0 140.0 140.0 103.62 140.0 140.0 103.62 140.0 140.0 NUI'F,S: 2 37' 32.64 65.28 97.93 94.85 140.0 140.0 75.61 140.0 140.0 75.61 113.42 140.0 1.- INTERPOLATE FOR INTERMEDIATE VALUES VERTICAL MULLION 41)' 25.16 50.32 75.49 73.10 140.0 140.0 56.29 116.57 140.0 58.29 67.43 116.57 OF SPAN AND/OR TRIBUTARY WIDTH TO 00 6D' 63• 20.13 40.26 60.39 58.50 117.0 140.0 46.63 93.26 139.89 46.63 69.94 93.26 DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). E zw 66' 18.30 36.60 54.90 53.10 106.3 140.0 42.39 84.76 127.17 42.39 63.58 84.78 2,_ MULLIONS ON THIS CHART MAY BE o o 74• 16.32 32.64 48.96 47.40 94.85 128.1 37.81 75.61 113.42 37.61 56.71 75.61 ORIENTED VERTICALLY AND/OR HORIZONTALLY. v 60' 15.10 30.19 45.29 43.85 87.75 118.4 34.97 69.94 104.91 34.97 52.46 69.94 27 3z5a 75.15 112.73 109.2 140.0 140.0 67a 140.0 140.0 ezo4 130.50 140.0 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. o 1. 27.42 54.84 82.26 79.70 140.0 140.0 63.52 127.03 140.0 63.52 95.27 127.03 46' 21.14 42.27 63.41 61.40 122.8 140.0 48.96 97.92 140.0 48.96 73.44 97.92 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS a 75' DETAILS ON SHEET 2 OF 21. z 1. 16.91 33.82 50.73 49.10 98.30 132.7 39.17 78.34 A95.2731.76 17 58.75 76.34 15.37 30.74 46.11 44.65 89.35 120.6 35.61 71.21 61 53AI 71.21 DRAWING No. 74' 13.71 27.42 41.13 39.85 79.70 107.6 31.76 63.52 47.64 63.52 PRODUCT sWithOREVISED as cwnplyin{.vIW u.FTo.+a. M201 1 80' 12.68 25.36 38.04 36.85 73.70 99.50 29.38 58.75 38 44.06 58.75 Dui CPM- N is-09=1 Acceptmce No $01$ r_Iit- DATE:02-11-13 Ex Inuw Dam O-( SCALE:NTS 1Yy FRANCISCO HERNANDEZ Mi adaP FLORIDA PE # 51393 SHEET 4 OF 21 FDR MICHOR CUPS SEE ANCHOR DESIGN LOADS(ANCHOR CAPACITY) ANCHOR DETAILS two zNo�N FOR RECTANGULAR MULLIONS CROSS REFERENCE TABLE ON SHEET 2 of 21 FOR ANCHOR TABLE#3 (RECTANGULAR MULLIONS) CLIPS SEE DETAILS 1 AND 2 NatRONPL _ ::::::':..... .......... : ANCHOR DESIGN LOAD-PSF ANCHOR DESIGN LOAD-PSF CONFIGURATIONS LOCATED ON ON SHEET 2 OF 21 RECTANGULAR GLAZING ;t IIUIUON PRODUCT Sunshine Nfindows DIMENSIONS ANCHOR TYPE A ANCHOR TYPE 8 ANCHOR TYPE C DIMENSIONS MCHOR TYPE A ANCHOR TYPE 9 ANCHOR TYPE C At SLUM 7 AND 6 OF 21 FOR ANCHOR CUPS fdenufaturing,klc. CONFIGURATIONS CONFIGURATIONS CONFIGURVI0N5 CONFIGURATIONS CONNGURATIONS CONFIGURATIONS A2 SHEET 9 OF 21 SEE DETAILS 1745 W.33rd Pke� WIDTH(W) SPM! WIDTH(W) SPAN 5.6.7.8.9.AND 10 NlaNal�ibHdo 3301T A2 I At 82 1 83 C2 C3 A2 A3 82 B3 C2 CS At SHEETS 10 AND 11 OF 21 ON SHEET 2 OF 21 Pn:(305)364-9462 27' 67.10 100.65 140.0 140.0 140.0 140.0 27• 46.97 70.45 136.5 140.0 10&80 140.0 VERTICAL Fox:(305)626-6116 B1 SHEET 12 OF 21 'RECTANGULAR 37' 48.96 73.45 140.0 140.0 113,421140-0 37' 34.27 51.41 99.60 134.5 79.39 119.09 SHEET IJ OF 21 MULLION FOR ANCHOR CLIPS L ( GLAZING 48'j __m„_� 37.74 56.61 109.7 140.0', 87.43 131.14 48' 12V x.42 39.63 76.50 103.6 61.20 91.80 � SHEET 13 AND 14 OF 21 SEE DETAILS GLAZING PRODUCT 80' 30.19 45.28 87.75 118.4 89.94 104.91 60• 21.14 31.70 61.40 82.90 48.96 73.44 3 AND 4 Ct SHEET 15 OF 21 ON SHEET 2 OF 21 68' 27.45 41.17 79.75 107.7 63.58 95.38 88' 19.21 28.82 55.85 75.40 44.51 66.76 C2 SHEET 16 OF 21 74' 24.48 36.72 71.15 96.05 58.71 65.07 74' 17.14 25.71 49.80 67.25 39.70 59.55 C3 SHEET 11 OF 21 I C 74' 22.65 33.97 65.80 88.85 52.46 78.69 74' 15.85 23.78 46.00 6220 36.72 55.08 MULLION�� D2 SHEET 18 OF 21 � 27' 62.63 93.94 140.0 140.0 140.0 140.0 27' 44.73 87.10 130.0 140.0 103.62 140A D3 SHEET 16 OF 21 TRIBUTARY WIDTH(W)-W1 +W2 37' 45.70 88.55 132.8 140.0 105.88 140.0 37' 32.64 48.96 94.85 128.1 75.61 113.42 D4 SHEET 18 OF 21 48' 90, 35.23 52.84 102.4 138.2 81.60 122AO 46' 12V 25.16 37.74 73.10 98.70 58.29 87.43 HORIZONTAL MULLION w 60• 28.18 4227 81.90 110.5 65.28 97.92 60' 20.13 30.19 58.50 79.00 4&63 59.24 FOR ANCHOR CLIPS �1 66• 25.62 38.43 74.45 100.5. 59.35 69.02 68' 1&30 27.45 53.15 71.80 42.39 63.58 DESCRIPTION OF SEE DETAILS 3 AND 4 74' 22.85 34.27 66.40 89.85 52.93 79.39 74' 16.32 24.48. 47.40 64.00 37.81 58.71 ANCHORS PER TYPF, ON SHEET 2 OF 21 74' 21.14 31.70 61.44 82.90 48.96 73.44 74' 15.10 22.65 43.65 5920 34.97 52.411 REEL NMIG. zd ANCHOR DESCIPTION OF ATTACHMENT MULLION' 05 ( 27' 58.71 68.07 140.0 140.0 136.00 140A 27' 42.70 84.05 124.1 140.0 98.81 140.0 TYPE 37' 42.84 64.26 124.5 140.0 99.24 140.0 37' 31.16 46.74 90.55 122.2 72.18 108.27 A TROUGH t'BY WOOD BUCK INTO CONCRETE. FOR ANCHOR CLIPS G�� GLAZING MASONRY OR WOOD SAMSTFAE 4B' �, 33.03 49.54 96.00 129.6 76.50 114.75 46' 132, 24.02 36.03 69.85 94.25 55.64 93.45 B SFE AND 4 PRODUCT PRODUCT 3 AND 4 80' 26.42 39.63 76.80 103.6 61.20 91.50 60' 19.21 28.82 55.85 75.40 4451 68.76 ON SHEET 2 OF 21 C Ni0 METAL SUBSTRATE 66• 24.02 36.03 69.80 94.25 55.64 83.45 85' 17.47 26.20 50.75 6855 40.46 60.69 D 9R0 1EUL SUBST&TE(MULLION TO MULLION) 74' 21.42 32.13 62.25 84.05 49.62 74.43 74. 15.58 23.37 45.25 61.10 36.09 54.13 7C 19.82 28.72 57.60 77.75 45.90 88.85 74' 14.41 21.62 41.85 56.55 33.38 50.07 NOTES: TRIBUTARY WIDTH(W)=Wt +W2 2Y 55.26 82.89 140.0 140.0 128.00 140.0 27' 40.84 61.26 11&7 140.0 94.61 140.0 2 v3 37' 40.32 60.48 117.2 140.0 93.41 140.0 37' 29.80 44.71 86.60 116.9 69.04 103.56 1,- INTERPOLATE FOR INTERMEDIATE VALUES VERTICAL MULLION aN 48' 31.08 46.62 90.35 121.9 72.00 108.00 48• 1�, 22.97 34.46 66.75 90.10 53.22 79.63 OF SPAN AND/OR TRIBUTARY WIDTH TO 00 60' 102• 24.87 3730 7225 97.55 57.50 86.40 W 1&38 27.57 53.40 72.10 42.57 63.88 DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). zE 96• 22.61 33.91 65.70 68.70 52.36 78.55 66• 16.71 25.06 48.55 66.55 38.70 58.06 2,_ MULLIONS ON THIS CHART MAY BE o o 74' 20.16 3024 58.60 79.14 46.70 70.05 74' 14.90 22.35 43.30 58.45 34.52 51.7e ORIENTED VERTICALLY AND/OR HORIZONTALLY. o 74' 18.65 27.97 5420 73.15 43.20 64.80 74 13.78 20.68 40.00 54.00 31.93 47.90 27' 52.19 78.26 140.0 140.0 120.89 140.0 27' 39.14 5&71 _113.7 140.0 90.67 136.00 3.- SEE MULLION CROSS SECTIONS ON �HEET 2 OF 21. g 37• 38.DB 57.12 110.7 140.0 88.22 132.32 37' 28.56 42.84 83.00 112.0 8&16 99. • •• 0 0 • k' I 48' 29.36 44.03 85.30 115.2 68.00 102.00 4B' 22.02 33.03 64.00 86.40 51.00 75.'90 4.-i IS ;N 4Ft C12dSS SECTIONS AND LOCATIONS � o los' 14V Dfl=41L8 ON OFf2160' 23.48 35.23 68.25 91.15 54,40 81.80 60' 17.81 26.42 51.20 69.10 40.80 61.20 66' 21.35 32.02 62.05 83.75 49.45 74.18 66' 16.01 24.02 48.55 62.80 37.09 55.64 •a• • • ••• P1tODUCF REVISW DRAWING No• 74' 19.04 28.56 55.35 74.70 44.11 66.16 74' 14.28 21.42 4150 58.00 33.08 49.62 os complyiM w'�M'°Tbrld9M 201 1 Uwldios CO& 15,pgyg.21 74' 17.61 2&42 51.20 69.10 40.80 6120 74' 13.21 19.82 38.40 51.80 30.50 4 90 •• AcCePMaw T10 26 It DATE 02-11-13 • • ••• F..%inUoO OoM S t f7-vt - By FRANCISCO HERNANDEZ •• •• • • • M FLORIDA PE d 51393 SHEET 5 of 21 • • • • •00 •• •• ......... ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER LEG = (1) ULTRACON ANCHORS WITH V1 MULLION CUP SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK B 2"OR 3' ALUMINUM V1 MULLION CLIP FCL ALUM.V1 MULLION CUP 1 5/8"INT. LENGTH FOR $Un5 Ine ows 1" X X 1MULLION. 2 �nDU�OCIUTln9,Inc. ALUM.V1 � 2 5/8"' LEN INT LENGTH FOR nss w.s3rd trot. MULLION CLIP1"X 3"X 1/8"MULLION. I I 1" BY WOOD BUCKS BY OTHERS I I Eax:(3os)a?B-arta SHALL BE PROPERLY ANCHORED I I TO TRANSFER LOADS TO THE STRUCTURE AND Ir-_----- 'A ALUM. TUBE MULLION 1 SHALL BE APPROVED BY BUILDING OFFICIAL Ir -----11 1' BY WOOD BUCKS BY OTHERS PRIOR TO MULLION INSTALLATION 0 11 II II j1 II SHALL BE PROPERLY ANCHORED r. ALUM.TUBE MULLION 11 11 TO TRANSFER LOADS TO THE STRUCTURE AND �- 1"X 2"X 1/8" 1 2' MAX. SHALL BE APPROVED BY BUILDING OFFICIAL a 1"X 3" X 1/8" II I PRIOR TO MULLION INSTALLATION ZO �-t TOP VIEWu' ° IU —1/q• ELCO ULTRACON ANCHOR °11 1/4" ELCO ULTRACON ANCHOR THROUGH 1° BY WOOD BUCK THROUGH 1"BY WOOD BUCK 1 3/4"MIN. EMBEDMENT INTO E.D. 1 3/4"MIN. EMBEDMENT INTO W 3 CONCRETE/MASONRY 2 1/2' MIN. CONCRETE/MASONRY ° NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID 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 ANCHOR DESIGN LOADS SEE TABLE If 2 ON SHEEP 4 OF 21. ( ANCHOR CONFIGURATION TYPE Al 2°OR 3" 2°X 4- X 1/8"ALUM. ANGLE FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE = (1) ULTRACON ANCHORS 5/8" 5/8 1 5/8' INT. LENGTH FOR WITH 2" X 2" X 1/8" ANGLES SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK 2 X X 1MULLION. 2 5/8'-INT LLENENGTH FOR 1" X 3° X 1/8'MULLION. #14 HILTI KWIK FLEX g 1" 2"X 2"X 1/8° #14 HILTI KWIK FLEX SELF DRILLING SCREW ALUM.ANGLEII __ II € SELF DRILLING SCREW q' - - '1 a (2) EA. ANGLE CL 1° BY WOOD BUCKS BY OTHERS (2) EA.ANGLE IQ 1 1" BY WOOD BUCKS BY OTHERS SHALL BE PROPERLY ANCHORED h 'v 1 SWILL BE PROPERLY ANCHORED 2"X 2" X 1/8"----- - 1 TO TRANSFER LOADS TO THE STRUCTURE II II TO TRANSFER LOADS TO THE STRUCTURE AND N ALUM, ANGLE ALUM.TUBE MULLION — I AND SWILL BE APPROVED BY BUILDING 1/2" MAX. {-- SHALL BE APPROVED BY BUILDING OFFICIAL z X14 HILTI KWIK FLEX Iii TI OFFICIAL PRIOR TO MULLION INSTALLATION 1- PRIOR TO MULUON INSTALLATION Z SELF DRILLING SCREW - ' A (2)EA. ANGLE �j ALUM. TUBE MULLION FN I °Ili}° —1/4" ELCO ULTRACON ANCHOR 11 I THROUGH 1"BY WOOD BUCK 1° X 2"X 1/8" E.D. 1 3/4" MIN. EMBEDMENT INTO i 1"X 3'X 1/8' - - c �II� °c II ° •• ••• • • • 2 1/2' MIN. CONCRETE/MASONRY O x-1/4"ELCO ULTRACOQ ANCHOR 0 • • • • 0 0 •• (1) PER ANGLE o a THROUGH 1'BY WOODOBUCK •• ••: : �•: SIDE VIEW B 1 3/4" MIN. EMBEDgEVrINTO • • • TOP VIEW 3 CONCRETE/MASONRY ••• •• •• s i ••• ponucr aFwsrA DRAWING No. MIN. (1) PER ANGLE "y mpiyindwilbI%.Fiodd, M2011 SIDE VIEW A • ••• Mccpttm"ism 16"05?g.21 DATE;02-1 i-13 NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FORE pint,n Dale i� (�^ • • • • • • SCALE:NTS MULLIONS 1"X 2" X 1/8"AND 1'X 3"X 1/8°. • • • • • • • • By FRANCISCO HERNANDEZ FOR.ANCHOR DESIGN LOADS SEE TABLE N 2 ON SHEET 4 OF 21. •• •• • • • •• Mian Dade FLORIDA PE 51393 SHEET 7 OF 2i • • • • • 000 1 0 • ANCHOR CONFIGURATION TYPA'A • ekjON AN;IC;S%%OOD FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHOR BH *4kEG g WITH V1 MULLION CLIP SUBSTRATE: 2" W �%D BUG; OEN STACTURE• ......... .... .. ................ B • ALUMINUM V1 MULLION CLIP 'UP ... 00 1 5/8-INT. LENGTH FOR CL ALUM.V1 MULLION C Sunshine Windows F 0 * 0 00 00 • 2"OR 3' 1"X 2"X 1/8.MULLION. Munufactu6n9,Inc. go • 0 0 2 5/8-INT. LENGTH FOR 1745 W.33rd Place 0 : • ftm. ALUM.V1 • 0 0 0 -.,o I'X 3"X 1/9-MULLION. (Wfkeida M12 0 Phi: 5)364-0952 MULLION CUP 2" BY WOOD BLt*00111*121DER SAUCTAE Fox:(305)828-5118 BY OTHERS. SHALL BE PROPERLY ANCHORED jr----_-'ll WOODEN STRUCTURE A ALUM. TUBE MULLION— TO WITHSTAND LOADS IMPOSED BY GLAZING Ir------'1I BY OTHERS. II II PRODUCTS TO THE STRUCTURE AND 11 It SHALL BE PROPERLY ANCHORED SHALL BE APPROVED BY BUILDING OFFICIAL 11 II TO WITHSTAND LOADS IMPOSED BY GLAZING ALUM.TUBE MULLION PRIOR TO MULLION INSTALLATION 0 II PRODUCTS TO THE STRUCTURE AND I I'x 2"x 1/8' 1/2- UAY SHALL BE APPROVED 13Y BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION II O 11 1[- 1/4' ELCO ULTRACON ANCHOR 1/4- ELCO ULTRACON ANCHOR F 7 11 U U U 1 3/8-MIN. EMBEDMENT INTO WOOD 1 3/8- MIN. EMBEDMENT INTO WOOD TOP VIEW - (1) PER LEG (1) PER LEG E.D. 3 I 1, MIN. MIN. NOTE:ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MULLIONS I- X 2-X 1/8'AND I- X 3- X 1/8-. SIDE VIEW A SIDE VIEW B FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. 2" OR 3" 2- X 4- X 1/8'ALUM. ANGLE ANCHOR CONFIGURATION TYPF, Al FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE = (1) ULTRACON ANCHORS IN WOOD 5/8 1 5/8'INT. LENGTH FOR /8, 1.X 2"X 1MULLION. WITH 2" X 2" 1/8- ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 2 5/8"INT. LENGTH FOR 'V I*X 3" X 1/8"MULLION. 014 HILTI KWIK FLEX B I I SELF DRILLING SCREW 2-X 2- X 1/8- #14 HILTI KWIK FLEX Ir 2"BY WOOD BUCK OR WOODEN STRUCTURE ALUM. ANGLE BY OTHERS. LE (2) EA, ANGLE CL-� 1 SELF DRILLING SCREW 4 (D SHALL BE PROPERLY ANCHORED (2) EA.AND I TO WITHSTAND LOADS IMPOSED BY GLAZING 2" X 2" X 1/8"— 2' BY WOOD BUCK OR WOODEN 11 Si ALUM.ANGLE ALUM. TUBE MULLION STRUCTURE BY OTHERS. PRODUCTS TO THE STRUCTURE AND m z 1/2' MAX. SHALL BE APPROVED BY BUILDING OFFICIAL 00 SHALL BE PROPERLY ANCHORED PRIOR TO MULLION INSTALLATION. 0 E 0 5/845/1 Ir (D #14 HILTI KWIK FLEX I TO WITHSTAND LOADS IMPOSED BY A SELF DRILLING SCREW GLAZING PRODUCTS TO THE STRUCTURE AND Z X SHALL BE APPROVED BY BUILDING /4' ELCO ULTRACON ANCHOR 9 9 (2) EA. ANGLE OFFICIAL PRIOR TO MULLION 1 3/8" MIN. EMBEDMENT INTO WOOD 0 ZV) L) ALUM. TUBE MULLION INSTALLATION (1) PER ANGLE 1"x 2"x 1/8" E.D. Im 1" x 3" x 1/8" 1" MIN. 11 —1/4. ELCO ULTRACON ANCHOR U U 1 3/8'MIN. EMBEDMENT INTO WOOD SIDE VIEW 6 0 (1) PER ANGLE j TOP VIEW 3. %tODUCIF REVISLI) DRAWING No. wilh U.Fiarlda M2011 MIN. 6WIdmS Code --plence N.&C6mill DATE:02-11-13 SIDE VIEW A wit SCALE:NTS MULLIONS 1-X 2-X 1/8-AND I- X 3-X 1/8'. FRANCISCO HERNANDEZ NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR 1 06- FLORIDA PE 111 51393 FOR ANCHOR DESIGN LOADS SEE TABLE 111 2 ON SHEET 4 OF 21. 7-.11, "P91 SHEEr B OF 21 ANCHOR CONFIGURATION TYPH A2 ................ ................ .............. FOR I" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE (2) ULTRACON ANCHORS B WITH 2- X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK 2"X 5"X 1/8"ALUM.ANGLE 2' X 5' X 1/8' 4- 3 5/8-INT. LENGTH FOR ......... X I- X 1/8-MULLION . ........... ALUM.ANGLE 4 114 HILTI KWIK FLEX 114 HILTI KINK FLEX 5/8' 5/ i"OR 2' SELF DRILLING SCREW SELF DRILLING SCREW 3 3/8' INT. LENGTH FOR ............... ALUM.TUBE MULLION— (2) Ek ANGLE (2) EA.ANGLE 4-X 1"X 1/4-MULLION Sunshine Window; 1" x 4"x 1/8' 1 3 5/8-INT. LENGTH FOR Manufacturing, Inc. 1" x 4"x 1/4' ALUM. TUBE MULLION X 1/8" 1 ------ - X 2-X 1/8-MULLION 1745 W.33,d No 2" x 4' x 1/8" 1" x 4*x 1/8' 2"X 5 4 Hideah,FWAc 33012 iv IA I"x 4'x 1/4" Ik ALUM. ANGLE PK-(305)364-9952 ► A 2" x 4'x 1 1/2'A WAX.. I"BY WOOD BUCKS BY TOHERS F-(305)828-5115 MUST BE PROPERLY ANCHORED - TO TRANSFER LOADS TO THE STRUCTURE SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION S L-1/4'ELCO ULTRACON ANCHOR E.D. -1*BY WOOD BUCKS BY OTHER SHALL BE PROPERLY ANCHORED THROUGH I' BY WOOD BUCK 2 1/2' MIN. 1/4'ELCO ULTRACON ANCHOR TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4'MIN. EMBEDMENT INTO THROUGH V BY WOOD BUCK 0 SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY 1 3/4*MIN. EMBEDMENTANTO PRIOR TO MULLION INSTALLATION (2) PER ANGLE CONCRETE/MASONRY 1/2' 1/2' SIDE VIEW A SIDE VIEW B (2) PER ANGLE TOP VIEW NOTE:ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VALID FOR MULLIONS I'X 4'X %8", 1-X 4' X 1/4'AND 2-X 4" X 1/8". FOR ANCHOR DESIGN Ll ADS SEE TABLES 2 AND 111 3 ON SHEETS 4 AND 5 OF 21. 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" 4' -2"X 5'X 1/8"ALUM. ANGLE ALUM. ANGLE 114 HILTI KWIK FLEX #14 HILT] KWIK FLEX 5/8' 5/8 3 5/8'INT. LENGTH FOR ALUM.TUBE MULLION- I'OR 2" SELF DRILLING SCREW 4-X I- X 1/8'MULLION i t j SELF DRILLING SCREW (2) EA. ANGLE 3 3/8"INT. LENGTH FOR 1 x 4' x 1/8' (2) EA. ANGLE i 4'X 1- X 1/4'MULLION q E MULLION 3 5/8' INT. LENGTH FOR x 4'x 1/4' ALUM. TUB '8v 2*x 4"x 1/8' V x 4" x 1/8* 2-X 5- X 1/8' 4-X 2- X 1/8'MULLION 1"x 4"x 1/4" ALUM.ANGLE A 2' x 4'x 1/8' 1/ 02' MAX.. OE ��2"BY WOOD BUCK OR WOODEN STRUCTURE z E] ;i 4 BY OTHERS. MUST BE PROPERLY ANCHORED 0 0 TO WITHSTAND LOADS IMPOSED BY GLAZING 2 2� E.D. PRODUCTS TO THE STRUCTURE SHALL BE APPROVED BY BUILDING OFFICIAL 1/4' ELCO ULTPACON ANCHOR I" MIN. PRIOR TO MULLION INSTALLATION L2* BY WOOD BUCK OR WOODEN STRUCTURE 1 3/8"MIN. EMBEDMENT **0 • • * -1/4'ELCO ULTRACON ANCHOR SHALL BY OTHBEERSPROPERLY ANCHORED. INTO PER WOOANGLE •0 D • 0 * ,. 1 3/8" MIN. EMBEDMENT INTO WOOD 0 0 SZE B• (2) PER ANGLE0 (2) 1/2" 1/2' TO WITHSTAND LOADS IMPOSED BY GLAZING 0 SHALL • 0 PRODUCTS TO THE STRUCTURE AND OFFICIAL •0 0 • • • DIRMING No. BE APPROVED BY BUILDING TOP VIEW PRIOR TO MULLION INSTALLATION J.uel*RLVlSFD. a-plyi-I'vith"1.,,,,,, M201 1 0kUIdjn$C0dc SIDE VIEW A • 0 • ceP once -026-91 DATE:02-11-13 c"26, NOTE:ANCHOR CONFIGURATION TYPE A2 AS SHOWN 5 VALID FOR • p on Dda ODIS t ns- MULLIONS 1- X 4-X 1/8' 1-X 4-X 1/4'AND 2-X 4'X 1/8'. 0 FRANCISCO HERNANDEZ SCALE:NTS FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND 111 3 ON SHEETS 4 AND 5 OF 21. 0*0 FLORIDA PE # 51393SHEET 9 OF 21 • ... 0. AN NFIGU_RAT ON T PE7W3� ••• ;• •• ; . • ' ' •:::::. 7 ............ FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ftLE =.(3) OLT§/ELN AIICHORS• •2" X 5" X 1/8"ALUM.ANGLE B • 3 5 B INT. LENGTH FOR WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK FA�TENF� TO GRO�i FI0L0Q BLO�It• / " 2" X 5" X 1/8" 4"X i"X 1/8" MULLION . ALUM.ANGLE X14 HILTI KWIK FLEX /14 HILT] KWIK FLEX 8/g• 4' S/g 3 3/8"INT. LENGTH FOR CL I"OR 2" SELF DRILLING SCREW 4"X 1"X 1/4' MULLION SELF DRILLING SCREW •• 3 5/8'IT, LENGTH FOR Sunshine Windows ALUM.TUBE MULLION (3)Ek ANGLE (3) EA. iANGLi.• • I • • 1"x 4"x 1/8" ALUM.TUBE MULLION I • I •f i� I •• 4"X 2•X 1/8" MULLION Manufacturing,Inc. 1"x 4'x 1/4' --- 1" Plcs x 4"x 1/8" 1_ 2"X 5'X 1/8" • • • I • tH�yu„n bt'�iao=12 2"x 4'x 1/8" 1"x 4"x 1/4" I I ALUM.ANGLE • • ' • • • SHALL HEOPROBUCKS Y ANCHORED Ph:(305)x4-9952 ' A 2"z 4"x 1/8" Ili ..1/i"•M!J(. Pot(3os)aza-sna o TO TRANSFER LOADS TO THE STRUCTURE AND n II SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION tx llII C •' II II �� y1e nV � y 1/4"ELCO ULTRACON ANCHOR -E--� 1/4"ELCO ULTRACON ANCHOR M 1"BY WOOD BUCKS BY OTHERS. 2 1/2 MI. r--CL' SHALL BE PROPERLY ANCHORED THROUGH 1"BY WOOD BUCK THROUGH 1"BY WOOD BUCK TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4" MIN. EMBEDMENT INTO 1 3/4"MIN. EMBEDMENT INTO '� SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY CONCRETE/MASONRY PRIOR TO MULLION INSTALLATION (3) PER ANGLE (3)PER ANGLE 1/2" 1/2" SIDE VIEW A SIDE VIEW B TOP VIEW W NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID DR MULLIONS 1" X 4"X 1/8", 1" X 4"X 1/4"AND 2" X 4"X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES / 2 AND 1 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 _ (3) ULTRACON ANCHORS IN WOOD WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 2" X 5" X 1/8" #14 HILTI KWIX FLEX 2"X 5" X 1/8"ALUM.ANGLE ALUM. ANGLE 1--CLI 1•OR kq ?" SCREW 3 5/8'INT. LENGTH FOR ALUM. TUBE MULLION 4• 4"X 1" X 1/8"MULLION ALUM. TUBE MULLKI 3 3/8"INT. LENGTH FOR 1"x 4"x 1/8" I 1"x 4'x 1 I" "X 1 8" 5/8" 5/8 4"X 1"X 1 4 MULLION c�a / / X14 HILTI KWIK FLEX / 1"x 4"x 1/4" — — 1"x 4"x 1 4" ANGLE 3 5 8-INT. LENGTH FOR / SELF DRILLING SCREW /2"x 4"x 1/8" II 2"x 4'x 1/8" (3) EA. ANGLE ___—CL 4"X 2'X 1/8" MULLION Uo A o n n f E u 1 2"BY WOOD BUCK OR WOODEN STRUCTUREu u 1 2'MAX ° �BY OTHERS. SHALL BE PROPERLY ANCHORED IN N 1/4" ELCO ULTRACON ANCHOR II ° TO WITHSTAND LOADS IMPOSED BY GLAZING u PRODUCTS TO THE STRUCTURE AND m M I I L2"BY WOOD BUCK OR WOODEN STRUCTURE 1 3/8" MIN, EMBEDMENT SHALL BE APPROVED BY BUILDING OFFICIAL BY OTHERS. INTO.WOOD E.D. PRIOR TO MULLION INSTALLATION t SHALL BE PROPERLY ANCHORED (3)PER ANGLE TO WITHSTAND LOADS IMPOSED BY GLAZING 1' MIN. 1/4"ELCO ULTRACON ANCHOR SHALL BE APPROHE DUCTS TO BYCBUILDINAG OFFICIAL SIDE VIEW B 1 3/8"MIN. EMBEDMENT INTO WOOD 1/2" 1/2' PRIOR TO MULLION INSTALLATION (3) PER ANGLE DRAWING No. SIDE VIEW A 1'It000CTRF.VISED TOP VIEW 63 complyingwAOnFWWA M2011 Building cod. NOTE:ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR ncccplelwe Nn 5 �1a Tt DATE::NTS 13 8 Inion Date � SCALE:NTS MULLIONS 1"X 4" X 1/8", 1"X 4"X 1/4"AND 2"X 4"X 1/8'. By FRANCISCO HERNANDEZ FOR ANCHOR DESIGN LOADS SEE TABLES 1) 2 AND 1 3 ON SHEETS 4 AND 5 OF 21. Ml ede Product FLORIDA PE N 51393 SHEET 10 OF 21 ANCHOR CONFIGURATION TYPE A3 2'X 5' X 1/8-ALUM.ANGLE FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER ANGLE (3) ULTRACON ANCHORS 5 5/8- INT. LENGTH FOR B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 11" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK 2-X 6-X 1/8'MULLION ............ 2-X 5'X 1/8- 6- 5 3/8-INT. LENGTH FOR ALUM.ANGLE �—Cd 2-X 6-X 1/4' MULLION d #14 HILTI KWIK FLEX 114 HILTI KWIK FLEX 2' SELF DRILLING SCREW SELF DRILLING SCREW 5/8. 5/8' Sunshine Windows (3) EA. ANGLE (3) EA.ANGLE —1" BY WOOD BUCKS BY TONERS. ALUMINUM TUBE MULLION— SHALL BE PROPERLY SEALED AND ANCHORED Manufocturing,Inc. TO TRANSFER LOADS TO THE STRUCTURE 1745 W.33rd Place 2"X 6- X 1/8' 2*X 6" 2"X 5-X 1/8' Fj SHALL BE APPROVED BY BUILDING OFFICIAL F6*.h.ndd.=12 2-X 6- X 1/4 Ph:(305)354-9952 2-X 6-X 1/4- ALUM. ANGLE PRIOR TO MULLION INSTALLATION F—(305)528-5118 ► 1/2'MAX.1-1 ALUM. TUBE MU�UON 1/8 A a 111 1/4- ELCO ULTRACON ANCHOR THROUGH I"BY WOOD BUCK E.D. I 1 3/4' MIN. EMBEDMENT INTO TI BY L1/4-ELCO ULTRACON ANCHOR -' CONCRETE/MASONRY I" WOOD BUCKS BY OTHERS. 2 1/2" MIN. II-) SHALL BE PROPERLY ANCHORED THROUGH 1" BY WOOD BUCK (3) PER ANGLE TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4"MIN. EMBEDMENT INTO 1 [--CLI SHALL BE APPROVED BY BUILDING OFFICIAL CONCREFE/MASONRY PRIOR TO MULLION INSTALLATION (3) PER ANGLE SIDE VIEW A SIDE VIEW B 1 1/2- 1 1/2' jW TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VAUD FOR F. MULLIONS 2-X 6'X 1/8'AND 2' X 6'X 1/4'. FOR ANCHOR DESIGN LOADS SEE TABLES If 2 AND# 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATIONTYPE A3 FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) 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*ALUM. ANGLE 2-X 5"X 1/8"----- 5 5/8' INT. LENGTH FOR ALUM.ANGLEL I 1--CLI 2" 114 HILTI KWIK FLEX #14 HILTI KWIK FLEX 2-X 6-X 1/8-MULLION �—fi SELF DRILLING SCREW SELF DRILLING SCREW5 3/8' INT. LENGTH FOR (3) EA.ANGLE (3) EA. ANGLE 8. 5/8. 2- X 6-X 1/4-MULLION ALUMINUM TUBE MULLION ALUM.TUBE MULLION W q, 2-X 6-X 1/8' 2'X 5"X 1 2"BY WOOD BUCK OR WOODEN STRUCTURE F; 2-X 6-X 1/4- SHALL 2' X 6'X 1/4' ALUM.ANGLE CL BY OTHBEERSPROPERLY ANCHORED. TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND z A 1/2' MAX. SHALL BE APPROVED BY BUILDING OFFICIAL U U U y WON INSTALLATION Ir I /4- ELCO ULTRACON ANCHOR IL 11/4'ELCO ULTRACON ANCHOR U 1 3/8' MIN. EMBEDMENT I W. —14. EMBEDMENT INTO WOOD rc WOODEN STRUCTURE INTO WOOD (3) PER ANGLE 2" BY WOOD BUCK OR E.D. BY OTHERS. (3) PER ANGLE SHALL BE PROPERLY ANCHORED • 0 0 0 1'•MIN, • ? I—CLI 0 TO WITHSTAND LOADS IMPOSED BY GLAZING 0 4:Eo PRODUCTS TO THE STRUCTURE AND 0 0 SHALL BE APPROVED BY BUILDING OFFICIAL see :00 0 0* PRIOR TO MULLION INSTALLATION A of 4 1 1 1 1 * ;Offjr-r ItEMED — —-wl - DRAWING No. 1 1/2- 1 1/2' SIDE VIEW A .�coplyig with 60 F101WA M201 1 I"W"I'lls IN, 52A.?1 NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VAUD F04 Ac,. .=15CO DATE:02-11-13 FRANCISCO HERNANDEZ• SCALE: NTS FOR ANCHOR DESIGN LOADS SEE TAB FLORIDA FIE # 51393 TOP VIEW MULLIONS 2-X 6-X 1/8'AND 2'X 6"X 1/4'. 0 •0 0 20 SHELT 1t OF 21 • • LES If 2 AND#.3'ON SHE�S 4*AN; jF 2 1*9 RE °°° ° ° °°° ° � °°° ° °°°°� ° 0° 0 0- ° % % ° ° ° ° °°° ° ° ° ° 0 °°° ° ° °TOP VIEW Builditig C.& ° ANCHOR*CONFIGURATION TYPE 1111 000 0 00 600 0-.0 0 0 ALUMINUM VI MULLION CLIP Monufacturing,Inc. 00 *00 A it 1 MAX. ALUM. TUBE MULLION 1 3/4' MIN. EMBEDMENT INTO 1 3/4" MIN. EMBEDMENT INTO CONCRETE E.D. CONCRETE .4 SIDE VIEW A SIDE VIEW B TOP VIEW NOTE:ANCHOR CONFIGURATION TYPE 61 AS SHOWN ON THIS SHEET IS VALID FOR FOR ANCHOR DESIGN LOADS SEE TABLE 1 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE BI FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE = (1) ULTRACON ANCHORS IN CONCRETE WITH 2" X 2" x 1/8" ANGLE SUBSTRATE: 3.000 PSI CONCRETE 2"OR 3' #14 HILTI KWIK FLEX B 2- X 4-X 1/8-ALUM.ANGLE (2) EA.ANGLE q 1 5/8' INT. LENGTH FOR ALUM.TUBE MULLION— I-X 2- X 1/8-MULLION 11 2 5/8' INT. LENGTH FOR ALUM. ANGLE #14 HILTI KWIK FLEX "T ALUM. ANGLE 2 z SELF DRILUNG SCREW 00 (2) Ek ANGLE ALUM. TUBE MULLION N 0: CK J. 1/4-ELCO ULTRACON ANCHOR 1/4-ELCO ULTRACON ANCHOR I'x 2" x 1/8' 1 3/4"MIN. EMBEDMENT INTO 1 3/4' MIN. EMBEDMENT INTO SIDE VIEW A SIDE VIEW B DMWING N. A�"plmc No 15 1 q-6- DATE:02-11-13 NOTE:ANCHOR CONFIGURATION TYPE BI AS SHOWN ON THIS SHEET IS VALID FOR SCALE,NTS MULLIONS I- X 2-X 1/8'AND I'X 3" X 1/8'. FRANCISCO HERNANULL FOR ANCHOR DESIGN LOADS SEE TABLE 111 2 ON SHEET 4 OF 21. *07LORIDA PE # 51393 ANCHOR_CONEIGURATIONJYPE32 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE _ (2) ULTRACON ANCHORS IN CONCRETE WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 3.000 PSI CONCRETE t B 2"X 5"X 1/8" ALUM.ANGLE — i 4" 2" X 5"X 1/8"ALUM.,ANGLE Sunshine YIndDWs 1'OR 2' /14 HILTI KWIK FLEX #14 HILTI KWIK FLEX 5/B" 5/8 3 5/8"INT. LENGTH FOR ManufadtFig,k. ALUM.TUBE MULLION SELF DRILLING SCREW SELF DRILLING SCREW- 4"X 1"X 1/8"MULLION 1745 W.33rd Pla 1"x 4"x 1/8' I (2) EA ANGLE (2) EA.ANGLE I I 3 3/8"INT. LENGTH FOR 'Phh:(�1�-9952 1"x 4"x 1/4"----- I I 4"X 1"X 1/4" MULLION Foc(305)828-5118 ALUM.TUBE MULLION 2" x 4" x 1/8' —'---- 3 5 8"INT. LENGTH FOR / N 1"x 4"x 1/8" 2"K 5"X 1/8" ® / 0 1"x 4"x 1/4" II I'— ALUM.ANGLE 4"X 2"X 1/8" MULLION 1 A 2"x 4"x 1/8" it li 1/2"MAX. n u n u > • p n n u • —_— a <' it•° ° u a u • . n ii ii 1/4"ELCO ULTRACON ANCHOR 1 3/4"MIN. EMBEDMENT INTO I-1 U < V. u Y �. �, a CONCRETE O n I I L 1/4'ELCO ULTRACON ANCHOR 2 1�Y (2) PER ANGLE /4 1 3/4"MIN. EMBEDMENT INTO t�1 \1/2' 1/2, SIDE VIEW A (2)PER EANGIE SIDE VIEW B W TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE B2 AS SHOWN IS VALID FOR Ey MULLIONS 1"X 4"X 1/8", 1"X 4"X 1/4"AND 2"X 4"X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES 2 AND 3 ON SHEETS 5 AND 6 OF 22. as d 3 U Y �v a 86 z� 0 o N N K K N I ••• 000 • • • • •• • • • • - DRAWING No. OM&T REViSFD M 201 1 u c.,Plxirtg,,ilh ON Florida UWjdj.SC.& 0629.11 Accepimce NO vs- DATE:02-11-13 • : ••• •.• L 6atxMlDeto �1a S l • sra E:NTS • • • • • • FRANCISCO HERNANDEZ ••• •• • • • •I�i 'pda c1 FLORIDA PE # 51393 SHEET 13 OF 21 • • • • ••• • • • ANCHOR CONFIGURATION TYVE•11113;• • ;' •�tt'' • FOR 2" X 6" MULLIONS NUMBER OF ANCHOW PER•ANGLIE �'(1) UIJ6CON 14-1044S 1N CONCRETE _ B WITH 2" X 5" X 1/8" ALUM. ANGLES !41BST&ATE: 3.S 00•PSj''tpNCRETE• • • ••• 2" X 5" K 1/8" 2"X 5` X 1/8"ALUM. ANGLE ALUM.ANGLE T T •• 5 5/8" INT. LENGTH ".- """ "``.'`:: I 66 Sunshine Windows •• FOR 2"X 6"X 1/B"MULLION i 2" X14 HILTI KWIK FLEX14�iI1Tl KMK•P�EX• • �8� • •5/B 5 3/8"INT. LENGTH g •• Idanulaciurin,Inc. ALUM.TUBE MULLION I SELF DRILLING SCREW SELF D�tRUNG ZCR • • • • • { { (3) EA.ANGLE (3) A.ANGLE • • • • • •• FOR 2"X 6"X 1/4° MULLION �hw 12 2`X 6"X 1/8` -- ALUM.TUBE MULLION I I • ' • I • CL i pn:(sas)aea-sans 2`X 6"X 1/4" I 2"X 6"X 1MU I 2"X 5"X 1/8" •• ... -_-_-�___ Fox:(305)ase-arta 2"X 6 X 1/4" I' `II ALUM.ANGLE Z ' A I II 1 2" MAX. 1/4"ITW BUILDEX TAPCON v, °v ° 1 3/4° MIN. EMBEDMENT INTO ra I CONCRETE L-1/4" ITW BUILDEX TAPCON (3) PER ANGLE 0 x 1 3/4"MIN. EMBEDMENT INTO 2 1/2"MIN. rr CONCRETE '-- T (3) PER ANGLE SIDE VIEW B SIDE VIEW A 1 i/Y 1 1/2" NOTE:ANCHOR CONFIGURATION TYPE 83 AS SHOWN IS VALID FOR MULLIONS 2"X 6" X 1/8"AND 2"X 6"X 1/4". TOP VIEW FOR ANCHOR DESIGN LOADS SEE TABLES #2 AND 1 3 ON SHEETS 4 AND 5 OF 21. - ANCHOR CONFIGURATION TYPE B3 FOR 1" X 4° OR 2" X 4" 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 2"X 5"X 1/8" _ 4" 2"X 5"X 1/8"ALUM.ANGLE ALUM. ANGLE I � X14 HILTI KWIK FLEX `14 HILTI KWIK FLEX 5/8" 5/8 4"X 1°X 1/8" MULLION ALUM. TUBE MULLION —I I 1` OR 2" SELF DRILLING SCREW SELF DRILLING SCREW 3 5/8"INT. LENGTH FOR 1'x 4" x 1/8" {- {f (3) EA,ANGLE (3) EA.ANGLE I 3 3/8"INT. LENGTH FOR 1"x 4"x 1/4" --- ALUM.TUBE MULLIDN— �_CL 1 4" X 1`X 1/4"MULLION o 2"x 4" x 1/8" I I 1°x 4"x 1/8° 2"X 5" X 1/8" ® 3 5/8°WT. LENGTH FOR a 00 1" x 4"x i/4" ALUM. ANGLE T A 2° x 4"x 1 8 ji it 4" X 2"X 1/B° MULLION z z o /" I 1/2" MAX. _ E 1/4-ITW BUILDEX TAPCON z z0 0 °II II ° °'< . u II n ° �, • ° ' 1 3/4"MIN. EMBEDMENT INTO in CONCRETE L-1/4°ITW BUILDEX TAPOON s tis (3) PER ANGLE n w I I—CLI SIDE VIEW A 13/4'TEN. EMBEDMENT INTO SIDE VIEW B $ (3) PER ANGLE z° I'ItUDUCt KIiVISBD DRAWING No. c mplyind WI*The Florid■ M 201 1 3,ulding Code IS�OSZ$.Zi .A=ptmw No Delo 2018 TOP VIEW NOTE:ANCHOR CONFIGURATION TYPE B3 AS SHOWN IS VAUD FOR S It r DATE:o2-tt-t3 MULLIONS 1"X 4"X 1/8", 1"X 4° X 1/4°AND 2° X 4"X 1/8". 1ty scALE:N15 FOR ANCHOR DESIGN LOADS SEE TABLES if 2 AND# 3 ON SHEETS 4 AND 5 OF 21. wti 'Dade product FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 14 OF 21 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 WITH V1 MULLION CUP SUBSTRATE: METAL 2"OR 3• ALUMINUM Vi MULLION CLIP BCL - -- - 1 5/8"I 2 NT. LENGMU FOR Sunshine wndoris Ranulacturin,Inc. F x 2"x 1/8 I I I I 2 5/8' INT. LENGTH FOR g I I I I 1"X 3'X 1 8 MULLION 1745 W 33rd Placa ALUM.Vi ALUM.TUBE MULLION— /" Hialeah.Florida 33512 ----- If-----_ll Ph:(305)364-9932 MULLIONMULLK)N CLIP Inl Ir— ----7I Ph:Fox305)B2b-5118 II II II II ANY APPROVED MULLION OR II II II II METAL STRUCTURAL MEMBERS BY OTHERS ' AII II 1/2" MAX II 4 SHALL WITHSTAND ANCHOR SHEAR FORCES #14 HILTI KWIK FLEX MINIMUM THICKNESS = 1/8' ALUM. TUBE MULLIONSELF DRILLING SCREW (SEE NOTE 7 ON SHEET 1) _ (1) PER LEG SHALL BE APPROVED BY BUILDING OFFICIAL 1" x 2" x 1/8" - ANY APPROVED MULLION OR PRIOR TO MULLION INSTALLATION a 1"x 3'x 1/8" METAL STRUCTURAL MEMBERS BY OTHERS 014 HILTI KWIK FLEX Z SHALL WITHSTAND ANCHOR SHEAR FORCES SELF DRILLING SCREW MINIMUM THICKNESS = 1/8'(SEE NOTE 7 ON SHEET 1) E.D. SHALL BE APPROVED BY BUILDING OFFICIAL (1) PER LEG PRIOR TO MULLION INSTALLATION 1"MIN. TOP VIEW SIDE VIEW A SIDE VIEW B 00 W ►7 NOTE:ANCHOR CONFIGURATION TYPE C1 AS SHOWN IS VALID FOR �F MULLIONS 1"X 2' X 1/8"AND 1"X 3'X 1/8'. F FOR ANCHOR DESIGN LOADS SEE TABLE 11 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE C1 FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE _ (1) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 1, 2"OR 3' 2" X 2"X 1/8" B 5/8' 5/8' --ALUMINUM 2"X 2' X 1/8"ANGLE ALUM. ANGLE 1 5/8"INT. LENGTH FOR CL- 1'X 2'X 1/8"MULLION ALUM.TUBE MUWON I I y�14 HILTI KWIK FLEX 2 5/8'INT. LENGTH FOR L) SELF DRILLING SCREW 1 I 1"X 3' X 1/8"MULLION 5 N #14 HILTI KWIK FLEX - - 114 HILTI KWIK FLEX 2" X 2"X 1/B" (2) EA. ANGLE If ll Z SELF DRILLING SCREW SELF DRILLING SCREW I ALUM. ANGLE M ANY APPROVED MULLION OR 'o'o (2) EA.ANGLE (2) EA. ANGLE lic I II tl METAL STRUCTURAL MEMBERS BY OTHERS ? A II I II II SHALL WITHSTAND ANCHOR SHEAR FORCES z ' I 114 HILTI KWIK FLEX 1�2°M MINIMUM THICKNESS = 1/8AY u ' R �� ALUM. TUBE MULLION SELF DRILLING SCREW (SEE NOTE 7 ON SHEET 1) w L (1) EA.ANGLE SHALL BE APPROVED BY BUILDING OFFICIAL n 1" x 2"x 1/8" - - PRIOR TO MULLION INSTALLATION i 1"x 3"x 1/8" LANY APPROVED MULLION OR •• ••• 01 / METAL STRUCTURAL MEMBERS BY OTHERS • • • • • E14 HILTI KWIK FLEX f" 0 SHALL WITHSTAND ANCHOR SHEAR FORCES • • • • +} •• SELF DRILLING SCREW 0. MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) • •• •• 'D+ + 0 (1) EA. ANGLE z PRIOR BE TO MULLION INSTALLATION BUILDING BY OFFICIAL ••• •• ••d • M • •PRODUCT pmol;REVISED DRAWING No. • • 00 ldUycoodeW'mulafnadlt M2011 SIDE VIEW �gmD"ieplao.No I5"0578.21 ( TOP VIEW SIDE VIEW A E- xpn,l;m,Data • ••• DATE:02-11-13 NOTE:ANCHOR CONFIGURATION TYPE Ct AS SHOWN IS VALID FORS • •• ••• u r ( $� MULLIONS I- X 2"X 1/8'AND 1"X 3"X 1/8'. • • • • ••• ado Proaucl Con SCALE:NIS FOR ANCHOR DESIGN LOADS SEE TABLE � 2 ON SHEFJ 4 OF 20• • •• • • • • • • FLORIDACOPE ERN51393 • • � SHEET 15 Of 21 • • : ••• • • ............ ANCHOR CONFIGURATION TYPE C3 B FOR 1 X 4", 2" X 4" OR 2" X 6" MULLIONS NUMBER OF ANCHORS PER LEG = (3) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL .2 WITH Vl AND V2 CLIPS SUBSTRATE: METAL .......... ALUM. MULLION CLIP ............. ALUM. TUBE MULLION—i FVI CLIP FOR 1' MULL I'OR 2' 4"OR 6' ALUMINUM Vl MULLION CLIP I" x 4'x 1/8" V2 CLIP FOR 2" MULL 2" x 4' x 1/8* 3 5/8-INT. LEGTH FOR Sunshine Vindow; I-X 4-X 1/8N-MULLION manuloctudng,Inc. 2" x 6"x 1/8" CLIP 1 1 J14 HILTI KWIK FLEX ALLUMINUM V2 MULLION3 5/8-INT. LENGTH FOR 1745 W.33rd Pb-.. Hiobah,RoMu 33 -2 2- X 4' X 1/8- MULLION RL(305)364-99`�',2 ALUM. TUBE MULLION— SELF ORILUNG SCREW (3) PER LEG Fcn(305)828-5118 CL Ir____----- ' ---------- A II ANY APPROVED MULLION OR 4 IMEFAL STRUCTURAL MEMBERS BY OTHERS 4 SHALL WFrHSTMD ANCHOR SHEAR FORCES o4 1/2'MAX - MINIMUM THICKNESS = 1/8' iv LANY APPROVED MULLION OR U- (SEE NOTE 7 ON SHEET 1) ra METAL STRUCTURAL MEMBERS BY OTHERS SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS= 1/8'(SEE NOTE 7 ON SHEET 1) E.D. 14 HILTI KWIK FLEX oQ 1/2' 1/2' SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION I' MIN. SELF DRILLING SCREW (3) PER LEG TOP VIEW SIDE VIEW A SIDE VIEW B NOTE:ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VALID FOR I-X 4-X 1/8', 2'X 4-X 1/8'AND 2'X 6"X 1/8' FOR ANCHOR DESIGN LOADS SEE TABLES 1 2 AND 1 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE C3 2"X 2"X 1/8"ALUM. ANGLE FOR 1 X 4", 2- X 4" OR 2" X 6" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) HILT] KWIK FLEX SELF DRILLING SCREW IN METAL 3 5/8'INT. LENGTH FOR WITH 2" X 2" X 1/8- ALUM. ANGLES SUBSTRATE: METAL 4*OR 6" 1-X 4"X 1/8-MULLION 3 3/8' INT. LENGTH FOR 1*OR 2' 5/8' 5/8 1'X 4' X 1/4'MULLION ALUM TUBE MULLION— 2'X INT. LENGTH FOR I" x 4* x 1/8" MULLION I' x 4' x 1/4' B #14 HILTI KWIK FLEX 5 5/8'INT. LENGTH FOR 2* x 4' x 1/8" 2'X 4-X 1/8' ALUM. TUBE MULLION 014 HILTI KWIK FLEX SELF DRILLING SCREW CL 2'X 6'X 1/4- MULLION ALUM.ANGLE (3) PER ANGLE 2' x 6' x 1/8" 0 SELF DRILLING SCREW I Ir 2' x 6" x 1/4' 014 HILTI KWIK FLEX—lig (3) PER ANGLE II ANY APPROVED MULLION OR 7z SELF DRILLING SCREW 11 V II METAL STRUCTURAL MEMBERS BY OTHERS 11 / II II SHALL WITHSTAND ANCHOR SHEAR FORCES (3) PER ANGLE 1 12' MAX. THICKNESS = 1/8 z z 4-Q-- —' +- -� MINIMUM TH - o o —F.......4........ (SEE NOTE 7 ON SHEET 1) CIL IAL C-4 u SHALL BE APPROVED BY BUILDING OFFIC A o LANY APPROVED MULLION OR E'D' PRIOR TO MULLION INSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS • 114 HILTI KWIK FLEX SELF DRILLING SCREW SHALL WITHSTAND ANCHOR SHEAR FORCES M see • • see (3) PER ANGLE MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1) • o 6: SHALL BE APPROVED BY BUILDING OFFICIAL see • : jDE;*;Y 9. PRIOR TO MULLION INSTALLATION • . • DRAWING No. 6W)WIFIREVISEU M2011 ---jAp4 SIDE VIEW A Bjj,jjng C.& 1/2' 1/2- Ameptpjw.N.is-cwi14 me�:-zj DATE:02-11-13 NOTE:ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VALID FOC MULL40NS 1*)6r.X 1181.0 •Expl.tio I Dam 1.X 4'X 1/4', 2-X 4'X 1/8-, 2-X 6- X 1/8-AMD 2"X.%" X 1/44 e : • j-, r FRANCISCO HERNANDEZ SCALE:NIS TOP VIEW FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND Cl ON SjEiS If AND-56OF 24k ••6 4.,Y.We Product FLORIDA PE # 51393SHEEP 17 OF 21 ANCHOR CONFIGURATIONS D2,1 �ANDIVt MULLION TO MULLION CONNECtlort ••• �; • • FOR 1" X 2", 1" X 3" AND 1" X 4" MULGOt " WITH U CLIPS SUBSTRATE: METAL • • • •'. Sunshine Windows I ► C I ► C I ► C I ► C •.' •• : ManI •'• 06* I ► C 1745(Wc g, Inc. 174533rd Pbce • � Hiekeh.FlaAa4 3]012 • • • • Ph:(305)354-9952 • • • •.• • • Fo":(305)828-5118 I 1 2" I 1 2" I I 2" 1 I I I 3' 3' I 1 4" I 15/8• 5/8.1 15/8' 5/8.1 15/8" 5/81 15/8" 5/8.1 15/8" 5/8"1 15/8" 5/8.1 1 I 1 1 1 1 I I 1 I I 1 L _ _ _ ---- ---- J — o _ a I I I I I I I I I I I I a 1 ® ® 1 ® ® I I ® ® I I ® ® I 1 ® ® I 1 ® ® ® 1 I I I I I I IJ I5 J I 15/16" is/ts• I I 1 I I 1 I 15/8" 7/8" 7/8" 5/81 I/8" 7/8" 7/8" 5/8115/8" 15/16- 5/8 1 I I 1 1 1 11 6 I 1 M—M M_M M—M U U U U I I U U JE] U U U U 11 U E o 3' I OR 8 3' 4'OR 6' L 4'OR 6' C ,�— I / C —,�I /—C I ► c •U•CLIP (TYPICAL) I ► C I ► C � ANCHOR CONFIG.D2 ANCHOR CONFIG.D2 ANCHOR CONFIG.D2 ANCHOR CONTIG.D3 ANCHOR CONTIG.D3 ANCHOR CONFIG.D4 FOR 1" X2" TO1" X2" FOR 1" X2" TO 1" X3" FOR 1" X2" TO1" X 4" FOR 1" X3" TO1" X3" FOR 1" X3" TO1" X4" FOR 1" X4" TO 1" X4" CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION CONNECTIONmz Z' �E =w 0 o "1 ri U"CLIP SEE "U" CLIP DETAIL ON SHEET 2 OF 21 0 0 0 z ^ NOTE:ALL SCREWS USED FOR MULUON TO MULLION CONNECTIONS PRODUCT REVISED DRAWING No. SHOWN ON THIS SHEET SHALL BE#14 HILT] KWIK FLEX SELF DRILLING SCREW ascomPly1ee•�i1h01,Fluid% M2011 Amlamsc I6.057821 FOR ANCHORS DESIGN LOADS SEE TABLE# 2 ON SHEET 4 OF 21. AcccpleOee No �� S 1 ^' DATE::NTS 13 Sx Inlian Dew SCALE:NTS BY FRANCISCO HERNANDEZ SECTION C-C t1i FLORIDA PE # 51393 SHEET 16 OF 21 TOP VIEWS FOR ANCHOR CONFIGURATION ALUM. SLEEVE3 1/2"0 OR 4"0 TYPE BR2,BR3,CR2 AND CR3 FOR 3 1/2'0 OR 4'0 ALUM. TUBE MULLION ROUND MULLIONS ALUM. TUBE MULLION 3 1/2"0 AND 4"0 ti ti� 1/8"THICK ALUM. CIRCULAR PLATE Sunshne Windows STRUCTURAL WALL/BEAM I WELDED TO ALUM. SLEEVE. Manufacturing, Inc. 'S 1745W.33rd Pix• 1/2" S \ STRUCTURAL WALL/BEAM lrkkeh,nadde 33012 •\ Ph:(305)384-9952 r-:(305)828-51 18 M / \ 1/2" IX ~ 3 1/2"0 OR 4"0 ALUM.TUBE MULLION ALUM. SLEEVE N n FOR 3 1/2'0 O ALUM. TUBE MULLION 4"0 VARIES STRUCTURAL WALL ��a• OR BEAM �� 5 1/2"FOR 3 1/2' 0MULUON 6"FOR 4"0 MULLION 1��ry S� 90' A' 2 1 �, VARIES ANCHOR CONFIGURATION a 5 1/2' FOR 3 1/2'0 MULLION BR2 AND CR2 y'' JAS 6"FOR 4"0 MULLION FOR 180'ANGLE \\ �� j/ ANCHOR CONFIGURATION \ % BR3 AND CR3 \ / FOR 135 ANGLE 3 1/2"0 OR 4"0 ALUM.TUBE MULLION • 1/8"THICK ALUM. CIRCULAR PLATE ; \ ma ALUM. SLEEVE WELDED TO ALUM. SLEEVE. o FOR 3 1/2'0 OR 4"0 �z ALUM. TUBE MULLION $E zw 0 on 41 N 5 1/2" FOR 3 1/2"0 MULLION '^ 6"FOR 4"0 MULLION •• ••• • • ANCHOR CONFIGURATION •• • :.: :'• BR3 AND CR3 ••4, •• •• ; ; •� • DRAWING No. FOR 90'ANGLE • R.(III jT ISED at cemg7inj wilh the Flaid9 M201 1 Building Cod. { NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 4 ON SHEET 6 OF 21. • ••• A.c.Plence No 1Tj ,'l f. DATE:02-11-13 • : ••• •:• Expimlion Dere �Ib S Wjr—ISCALE:NTS 1 �•• •• • ••� • • M • FLODIACOPEENAN 13 3 r SHEET 19 OF 21 TOP VIEWS FOR r+• • "• •• '+' • • ANCHOR CONFIGURATION ', • •: : : : - ALUM. SLEEVE 3 1/2"0 OR 4"0 TYPE BR4 AND CR4 ; : • • .0. • • ` FOR 3 1/2"0 OR 4"0 ALUM.TUBE MULLION ROUND MULLIONS ••JR �k ALUM. TUBE MULLION 3 1/2"Q� AND 4"Cp 1 ! `'"`"`''':' `:'`' 1/8"THICK ALUM. CIRCULAR PLATE 1 *, , • • ••0 Sunshine VYnd.o STRUCTURAL WALL/BEAM WELDED TO ALUM. SLEEVE. • "' • • • '•• • Manufacturing,Inc. 13� '•i • ' • ' 1745 W.33rd P1... '. •�� • ?•j STRUCTURAL WALL/BEAM Md oh,Rorty.33012 •\,+ • R, • • PA:(305)384-9952 4.,, •, ••+ • For:(305)828-5118 3 1/2"0 OR 4"0 E2 ALUM.TUBE MULLION -- = -- — ------ N o 1-y \' ALUMINUM SLEEVE- N N FOR 3 1/2"0 OR 4'0 ALUM.TUBE MULLION — �, 1/2. ' n N VARIES STRUCTURAL WALL , OR BEAM f w 3 7 16" W 5 1/2" FOR 3 1/2"0 MULLION ,\� �� y\a fair• !�' VARIES 6"FOR 4"0 MULLION 1 90, yiy F ANCHOR CONFIGURATION5 1/2" FOR 3 1/2"0 MULLION BR4 AND CR4 .y 6"FOR 4"0 MULLION � .\ 1/2" j R. FOR 180 ANGLE \ 4$. ANCHOR CONFIGURATION \.6 BR4 AND CR4 FOR 13S ANGLE 3 1/2"0 OR 4"0 ALUM. TUBE MULLION 1/6"THICK.ALUM. CIRCULAR PLATE s v ALUMINUM SLEEVE WELDED TO ALUM. SLEEVE. v FOR 3 1/2"0 OR 4"0 z o ALUM.TUBE MULLION 8 E z� z N VARIES � rc� 5 1/2"FOR 3 1/2"0 MULLION 1 6" FOR 4"0 MULLION o ANCHOR CONFIGURATION I Lia Z - -BR4 AND CR4 FOR 90"ANGLE Vk0t)UCTxev'S6') DRAWING No. m o mpWYlo•with We Flmidk"4 M 201 1 �A: �NOTE: FOR MULLION ANO ANCHOR DESIGN LOADS SEE TABLE 4 ON SHEET 6 Of 21. " ,�8 _ DATE:02-T1-13 S Y SCALE:NTS FRANCISCO HERNANDEZ Mimv add Pr9dr1c1 SHEET 20 OF 21 FLORIDA PE {� 51393 ............. SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE BR2,BR3 AND BR4 ROUND MULLIONS 3 1/2"o AND 4"o ....... ... ....... SUBSTRATE; CONCRETE Sunshine Vindows 3 1/2.0 OR 4-0 3 1/2"0 OR 4"0 3 1/2-0 OR 4-0 µomlfacluring,Inc. ALUM. TUBE MULLION ALUM. TUBE MULLION ALUM. TUBE MULLION teas w.37a Plm. 1/8-THICK.ALUM. CIRCULAR 1/8-THICK,ALUM. CIRCULAR PLATE 64 PLATE 1/8'THICK. ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. i i WELDED TO ALUM. SLEEVE. i WELDED TO ALUM. SLEEVE. & 1/4' ELCO ULTRACON ANCHOR ii w 1/4*ELCO ULTRACON ANCHOR 1/4" ELCO ULTRACON ANCHOR U 1 3/4'MIN. EMBEDMENT INTO U v U 1 3/4- MIN. EMBEDMENT INTO 1 3/4*MIN. EMBEDMENT INTO CONCRETE CONCREII! CONCRETE (2) PER PLATE (3) PER PLATE (4) PER PLATE SIDE VIEW C SIDE VIEW D SIDE VIEW E ANCHOR CONFIG.BR2 ANCHOR CONFIG.BR3 ANCHOR CONFIG.BR4 NUMBER OF ANCHORS PER LEG = 2 NUMBER OF ANCHORS PER LEG = 3 NUMBER OF ANCHORS PER LEG = 4 pq NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 1 4 ON SHEET 6 OF 21. SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE CR2,CR3 AND CR4 3 1/2-0 OR 4-0 ROUND MULLIONS ALUM.TUBE MULLION 3 1/2"o AND 4"o �1/8" CULAR PLATESUBSTRATE: METAL EEVE.RAL MEMBERS BY OTHERS 3 1/2-0 OR 4-0 3 1/2-0 OR 4-0 MINIMUM THICKNESS = 1/8" ALUM. TUBE MULLION ALUM. TUBE MULLION (SEE NOTE 7 ON SHEET 1) 1/8"THICK. ALUM. CIRCULAR PLATE 1/8-THICK ALUMINUM CIRCULAR PLATE SHALL WITHSTAND ANCHOR SHEAR FORCES WELDED TO ALUM. SLEEVE. WELDED TO ALUMINUM SLEEVE. AND SHALL BE APPROVED BY BUILDING w q OD• OFFICIAL PRIOR TO MULLION INSTALLATION —�MEIAL STRUCTURAL MEMBERS BY OT I MIN. HERS METAL STRUCTURAL MEMBERS BY OTHERS MINIMUM THICKNESS = 1/8' MINIMUM THICKNESS = 1/8" 2 z I (SEE NOTE 7 ON SHEET 1) (SEE NOTE 7 ON SHEEF 1) #14 HILTI KWIK FLEX 0 O0E SHALL WITHSTAND ANCHOR SHEAR FORCES SHALL WITHSTAND ANCHOR SHEAR FORCES SELF DRILLING SCREW z AND SHALL BE APPROVED BY BUILDING AND SHALL BE APPROVED BY BUILDING SIDE VIEW E (4) PER PLATE E.D. z z OFFICIAL PRIOR TO MUU.ION INSTALLATION OFFICIAL PRIOR TO MULLION INSTALLATION 9? 2 ANCHOR CONTIG.CR4 0 0 I' MIN.. 1 MtN. HILTI KWIK FLEX NUMBER OF ANCHORS PER LEG 4 SELF DRILLING SCREW 77 (3) PER PLATE 00 see #14 HILTI KWIK FLEX 0 SELF DRILLING SCREW 0 SIDE VIEW C (2) PER PLATE SIDE VIEW D • • 0 • II— ANCHOR CONFIG.CRZ ANCHOR CONTIG.CR3 •• • -' NUMBER OF ANCHORS PER LEG = 2 NUMBER OF ANCHORS PER LEG = 3 ••• •• • Yj1:1)UiTF I&VISED DRAWING No. 03,mpryft wj9,we Florida WildioJ8 Cade 15,35v5.21 -- • A-1pk—140 N NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 4 ON SHEET 6 OF 21, it- py r PF we FRANCISCO HERNANDEZ FLORIDA PE # 51393 sHEEf 27 of 2t LOCATION SKETCH N.T.S. - ,� E R Ytl fl $ 11 ) 818 11 10 8 h CF ED 13 74 b 14 ! 14 ' 15 4 < O O r a 1 / 2op 15 4 15 4 ., $ 3 f 1 2 / HE. 145.Tki,S 91 7 F d 3 2 1 7 8 M31 8 O O •••• • 17 1 2" 161 2 24 � ••• •••• ••••J - It, • • • W Z � wi LOCATION SITE O O ••••'. W:M••C1 , .. EGRESS •• ui••j11 SCOPE OF WORK 0•• � REPLACEMENT OF EXISTING WINDOWS AND DOORSKITCHEN ••+• : 43e••� WITH IMPACT RESISTANT GLASS. (NOT CHANGE IN BATHROOM BEDROOM ••• U w •� WALL OPENING SIZE) Q Q Z I i i V W Q O Z z LEGAL DESCRIPTION: c/) I o �- � i - 7V"i! "IT �:I�JS 11 '20 I FIRST ADD TO PASADENA PARK PB 6-82 LOT 18 & S1/2 OF i Miami Shores Vil'age i LIJ 0 LOT 17 BLK 12 LOT SIZE 75.000 X 115 COC 26504-1466 ; Z 07 2008 5 OF MIAMI—DADE COUNTY PUBLIC RECORDS. APP'�OVFD BY DATE ---------------- FOLIO --------------FOLIO No.: 11-2231-013-0390 I I 77t1'^'G DEPT I DG DEPT GENERAL NOTES: -- i REVISIONS I I I I ,'-j'3-ECT TO COMPLIANCE 1N:fH ALL FEDERAL I No. DESCRIPTION I 1. THESE PLANS ARE NOT CONSIDERED COMPLETE UNTIL SIGNED I . AND SEALED BY THE ENGINEER AND REVIEWED AND BEDROOM 'F- ^,D CJ:.NTY RULES AN� RFGULATIONS BEDROOM APPROVED BY THE CORRESPONDING PERMITTING AGENCIES. U)cn I I 2. THESE PLANS ARE PREPARED EXCLUSIVELY FOR THE O CD i O REPLACEMENT OF EXISTING DOORS AND WINDOWS. W I DESIGN BY: E.F. INSTALLATION SHALL BE DONE FOLLOWING THE I CORRESPONDING PRODUCT CONTROL APPROVALS FROM i EGRESS I DRAWN BY: E.F. MIAMI—DADE COUNTY. I F —___T_—___ I I I I REVISED BY: E.F. 3. ANY MODIFICATION TO THE ORIGINAL STRUCTURE NOT INDICATED ON THESE DRAWINGS THAT MAY BE REQUIRED FOR ; O ; w -� THE INSTALLATION OF NEW DOORS AND WINDOWS IS NOT COVERED BY THESE PLANS AND A SEPARATE PERMIT, WITH EGRESS ...a o SPECIFIC DESIGN PLANS, MUST BE OBTAINED. -----�_____ -------- _---� z 4. DIMENSIONS SHOWN ON THESE DRAWINGS ARE FOR THE © O IL PURPOSE OF PROVIDING A SPACE PROPORTION TO THE USER --- v'4 AND THEIR SOLE INTENTION IS TO BE USED FOR WIND LOAD w w PRESSURE CALCULATIONS. THE ENGINEER OF RECORDS FLOOR PLAN ASSUMES NO RESPONSIBILITY FOR THE FINAL SIZE OF THE SCALE: N.T.S. PRODUCT TO BE PURCHASED AND INSTALLED. ITS THE DATE:08-14-2017 OWNER AND CONTRACTOR RESPONSIBILITY TO OBTAIN THE EXACT WINDOWS AND DOOR DIMENSIONS FOR PURCHASING SCALE:ASSHOMV AND INSTALLATION. SHEET:w-1 1 2 74" � 53" � � 37" � � 37" � 53' � � 47 1/4" 00 CD � _ ^ t 00 Ln LO 00 LO LO Ln r- 00 LO o to MARK A MARK B MARK C MARK D MARK E MARK F •„••; *ego '•••� • Lu (HR) 74" x 63" (HR) 53" x 50 5/8" (HR) 53" x 38 3/8" (HR) 37" x 50 5/8" (CAS) 37" X 50 5/8" (HR) 47 1/4" x 35'T/$'"' U M W GLASS: GRAY/GRAY IMPACT GLASS: GRAY/GRAY IMPACT GLASS: GRAY/GRAY IMPACT GLASS: GRAY/GRAY IMPACT GLASS: GRAY/GRAY IMPACT GLASS: GRAY/GRAY IMPXT • W, .m.... QTY. 1 QTY. 1 QTY. 1 QTY. 1 QTY. 1 QTY. 1 '....• ;••.. WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESICN,"D Cl) +40.10 PSF < +53.33 PSF +40.10 PSF < +53.33 PSF +40.10 PSF < +53.33 PSF +40.10 PSF < +53.33 PSF +40.10 PSF < +90.00 PSF +40.10 PSF < +53e33•RSF ILIJLU` -53.70 PSF < -62.00 PSF -53.70 PSF < -88.40 PSF -53.70 PSF < -95.50 PSF -53.70 PSF <-104.70 PSF -53.70 PSF < -90.00 PSF -53.70 PSF < -95,-"rlF Q p•A r NOA:14-1204.11 NOA:14-1204.11 NOA:14-1204.11 NOA:14-1204.11 NOA:15-0120.03 NOA:14-1204.1 ;••••• ZONE:5 ZONE:5 ZONE:5 ZONE:5 ZONE:5 ZONE:5 "• •••g : I Q 19 1/8" 71" U q- 0 37" - fi- 93" � 34 5/8" � U) 4 Z UMQ Z z U) 2 ao 00 _ o 77" o W O oMo opo > Z 20 L 00 MARK G MARK H ° li I N (HR) 37" x 38 3/8" (SH) 19 1/8" X 38 3/8" MARK I GLASS: GRAY/GRAY IMPACT GLASS: OBSC. IMP. REVISIONS (HR) 93" X 48 7/16" QTY. 2 QTY. 1 GLASS: GRAY/GRAY IMPACT No. DESCRIPTION WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD QTY. 1 +40.10 PSF < +53.33 PSF +40.10 PSF < +90.00 PSF WIND LOAD DESIGN LOAD -53.70 PSF <-120.00 PSF -53.70 PSF < -90.00 PSF +40.10 PSF < +60.00 PSF MARK J MARK K NOA:14-1204.11 NOA:14-1224.08 -53.70 PSF < -60.00 PSF (SGD 71 " X 80" (HR) 77" X 48 1/2" MARK M ZONE:5 ZONES NOA:14-1212.04 GLASS: GRAY IMP. GLASS: GRAY/GRAY IMPACT (FD) 34 5/8" X 82 1/4" DESIGN BY: E.F. 62" 2�� QTY. 1 30" ZONE: 5 WIND LOAD DESIGN LOAD CITY. 1 GLASS: OBSC. IMPACT RESIST. DRAWN BY: E.F. +40.10 PSF < +80.00 PSF WIND LOAD DESIGN LOAD QTY. 1 REVISED BY: E.F. +40.10 PSF < +60.00 PSF WIND LOAD DESIGN LOAD -53.70 PSF < -80.00 PSF -53.70 PSF < -60.00 PSF +40.10 PSF < +80.00 PSF NOA:15-0204.04 [4 C14 1 O : -1212.04 . . a ZONE:5 ZONE: 5 1 NOA:15-0204.05 01� MARK L ZONE: 5 (SF) 62" X 47 1/2" (FD) 30" X 80" MULLION: 2" X 6" X 80 ."> ° °O GLASS: GRAY IMPACT RESIST. GLASS: GRAY/GRAY IMPACT RESIST. B-3, B-2 .i QTY. 1 QTY. 1 QTY. 1 "' Q WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD +40.10 PSF < +60.7 PSF +40.10 PSF < +80.00 PSF +40.10 PSF < +109.7 PSF -53.70 PSF < -60.7 PSF -53.70 PSF < -90.00 PSF -53.70 PSF < -109.7 PSF DATE:08-14-2017 NOA:16-0201.19 NOA:15-0204.05 1 NOA:15-0528.21 SCALE:AssHcN ZONE: 5 ZONE: 5 ZONE: 5 SHE ET:W-2 172