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WS-17-1161 Permit ' I'. 4-�17- �s°is Miami Shores VillageP:1Ttl1 :: ittdQWS/uiil�fltS g ts. 10050 N.E.2nd Avenue NE ��Otassf>�Ica� t'{Wlh #+l��f�?adt�%t'�ptietlfl Miami Shores,FL 33138-0000 evu eon Phone: (305)795-2204 �trrr -Starr$:APPROVED VED � .. E Issupa # Tl2i}1 OR Expiration: 1i f 17 Project Address Parcel Number Applicant 1563 NE 105 Street Number: 2-4 1122300530630 Miami Shores, FL Block: Lot: GLADYS DE THOMAS Owner Information Address Phone Cell GLADYS DE THOMAS1563 NE 105 ST#24 MIAMI SHORES FL 33138-2115 Contractor(s) Phone Cell Phone Valuation: $ 1,200.00 HERDIZ CONSTRUCTION INC (305)479-4783 _ Total Sq Feet: 0 i Type of Work:WINDOW REPLACEMENT 6 WINDOWS Available Inspections: No of Openings:6 Inspection Type: Additional Info:WINDOW REPLACEMENT 6 WINDOWS Window Door Attachment Classification:Commercial Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-4-17-63833 DBPR Fee $2.40 04/27/2017 Credit Card $ 127.00 $50.00 DCA Fee $2.40 Education Surcharge $0.40 04/27/2017 Credit Card $50.00 $0.00 Permit Fee $160.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $177.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFF IT: certify that all a foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a zonin Futhermore uthorize the above-named contractor to do the work stated. April 27, 2017 Authorized Sig'nature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 27,2017 1 ���5 �t t`-1'� ow��S CLI2-4 t Miami Shores Village g RECEIVED Building Department APR 27 1017 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 Q_A� INSPECTION LINE PHONE NUMBER:(305)762-4949 �BC 201tA //,,,, BUILDING Master Permit No. �S I� I (0 PERMIT APPLICATION Sub Permit No. �SJBLIILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS � JOB ADDRESS: , ��°� 6 /0567Lad7/ a__ 4 city: Miami Shores County: Miami Dade Zip: Folio/Parcel#: —22°SQ 4- 0 5 --0(9/3® Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: // OWNER: Name(Fee Simple Titleholder): C. 1 -7 Phone#: Address: / 6-6 " /VC foG e r City: ,iim i State: L' Zip: 6 :y Tenant/Lessee Name/: I Phone#: 605 790 142 22- ✓CI Email: Ol0 Q )A0 M25 0 !�SMV II C'©M CONTRACTOR:Company Name: (L� i z *; J c+'F-� s Phone#: Address: 1 c4 `A S City: -b.tis` State: �C Zip: y Qualifier Name: �y i �� _ q. 'zoo e--z— Phone#: State Certification or Registration#: C c= ' 9 Certificate of Competency#: DESIGNER:Architect/Engineer: J v Phone#: -7 A Address: JOCUO5 LT City: State: 1 Zip: 3&21 Value of Work for this Permit:$ �; ® v Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New Repair/Replace ❑ Demolition Description of Work: i'I� 7 C IL�LG>� Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �' Signature — f or AGENT CONTRACTOR The foregoing ins ment was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by day of e 20 1'7 by hos �sona�lly known to �r\co�lf� (.,' �uipJ�e�,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print:4� oma: = Print: Ll e7- ?fig' 9s9jsO �' Seal: Linnet Hernandez Seal: A< ?aonz * ,tea Commission#GG071757 �• a.ervrrio � °°\ EXpireS: Feb. 9, 2021 o�NNY Bonded thru Aaron Notary APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 5NoREs G Miami hores VillageC.193 Building Department , „ NJ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �LpR�pA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Quali wner Signature Date Print Name ® �vl* s r u . condominiums 1530 N.E.10SIh S1rce1,MARA Shores,FWtdo 33138•Phone 803-0110 To Whom It May Concern, Gladys DeThomas, owner of 1563 NE 105th Street, Miami Shores, FL 33138, has been granted permission by Harbour Club Villas Board of Directors to replace the windows in her townhouse. If you have any questions,please leave a voicemail at 305-893-8178 and your call will be returned as soon as possible. Sinceyours, '-71ace Schock, President For the Association. Project: Gladys de Thomas Engineer: E.F. 1563 NE 105 St Printed on: 4/7/17 Building Characteristics h= 20.00 ft (mean roof height of the building) L= 50.00 ft (Short horizontal dimension of a building measured parallel to the wind direction) B= 167.00 ft (Long,horizontal dimension of a building measured normal to the wind direction) h/L= L/B= 0.30 (ASCE 7-10,Table 26.9-1,page 256, Z= 12.00 ft zml„= 7 ft Terrain Exposure Constants) c= 0.15 ft = 650 ft e= 0.13 ft Design Criteria ASCE 7-10,Chapter 30,Part 1 Risk Category 11 (ASCE 7-10,Section C1.5,page 380) FBC-2014,Section 1604.5 Exposure D (ASCE 7-10,Section 26.7.3,page 251) FBC-2014,Section 1609.4.3 V= 175.00 mph (ASCE 7-10,Fig.26.5-1,page 247) FBC-2014,Section 1620.2 Kh= 1.08 (Velocity Pressure Exposure Coefficient also Kh,ASCE 7-10 TABLE 27.3-1,page 261 based on z) 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 VZ [I bs/ftZ] (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= 71.97 PSF gh,Sp=qz 0.6= 43.18 PSF Determination of wind pressure(p) (ASCE 7-10,chapter 30,page 318,Components and Cladding) P=gh(GCp-GCpi) [Ib/ftZ] (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 portially W Gcpi-— -0.18 enclosed Bldgs.or 0.18 for enclosed bidgs. p — � y^ OHO\ • • W �� ••••�etermine a:• .•. � � �W� � •••••• controls a= • •5 ft or 8 ft (whichever is smaller) 5 •• but not lessthan :*:*9:2 ft or 3 ft 3 controls w ...•.. :**Use � a= •.. ..5 ft .•••• 0--96:••• ...... ••••• •• • •••• • •Windoubs..;Doors-Pr.. rel • reduction factor= 1••:••• (Fig.30.4-1,page 335,if 0<10°reduce GCp by 10%) •••••• ••••*000 •••••• • • • •:Goo •••••Ah= 43.18* PSF EXPOSURE: D CATEGORY:II P=gh[(GCp)—(GCpi)] [psf] wlNDow/ SIZE(aprox.) AREA GCp(-) GCp(-) GCp(+) P- P- P, DOOR ID w(inch) h(inch) (SF) ZONE 4 ZONE 5 ZONE 4&5 ZONE 4(-) ZONE 5(-) ZONE 4&5 77-77 7 77 ow T. 77777777777-7 ... - _ T , 1 T MIAMFDADE MIAMI-DADS COUNTY 0 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)3I5-2599 _NOTICE OF ACCEPTANCE (NOA) wwtiv.mtamlaade. ov/econom Sunshine Windows Manufacturing,Inc. 1745 W.33`d 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(hi Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 114302"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.PW01-14,titled"Series 4302 Aluminum Fixed Window- Impact Resistant Glass",sheets 1 through 8 of 8,dated 07/21/14,prepared by manufacturer,signed and sealed by Francisco Hernandez,P.E.,bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. DtWWAsL of this NOA shall be considered after a renewal application has been filed and there has been no change lithe$pplicable building code'negatively affecting the performance of this product. •••••• �-*ViMINf,,JIOf of this NOA will occur after the expiration date or if there has been a revision or change •' in the matdr1ffl,•trse, and/or manufacture of the product or process.Misuse of this NOA as an endorsement „� :Sof any prod0: 'for sales, advertising or any other purposes shall automatically terminate this NOA. Failure •. oto cgmply %ij11.ny section of this NOA shall because for termination and removal of NDA. •AB1JE]Ift &J NT: The NOA number preceded by the words Miami-Dade County, Florida, and •0000: followed by 31ge expiration date may be displayed in advertising literature. If any portion of the NOA is "" 5bs 1ayed,'t118A 1Psha11 be done in its entirety. . 00 :WPECit0NF :;A copy of this entire NOA shall be provided to the user by the manufacturer or its .distleibutors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#13-0912.03 and consists of this page I and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-0807.19 MlAtrlirovNrr �t� f Expiration Date: September 11,2019 Approval Date: October 09,2014 Page 1 1 T T Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#03-0314.07) .2. Drawing No PW01--14,titled"Series 4302 Aluminum Fixed Window-Impact Resistant Glass",sheets 1 through 8 of 8, dated 07/21/14,prepared by manufacturer, signed and seated by Francisco Hernandez,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202--94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7589,dated 02/18/14,signed and sealed by Marlin D. Brinson,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS-203-94 along with marked-up drawings and 'installation diagram of aluminum arch,eyebrow and rectangular fixed windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-3388, dated 08/14/02,signed and sealed by Joseph Chan,P.E. (Submitted under NOA#03--0314.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,eompWjtlg)yith FW 5 • 0000.. Edition (2014)dated July 21,2014,prepared,signed and seal id by Francisee•;• ;••••; Hernandez,P.E. e • 0000.. 2. Glazing complies with ASTM L1300-09. • �` .. .. .. 0000.. D. QUALITY ASSURANCE •••••• •••• ••••• 1. Miami-Dade Department of Regulatory and Economic Resourjg$JUR) •• '••••' 068..6 0000 0000.. .. 0000 . . 0000 0000.. 0000 ManpeTPe Eez,P.E. Product Coutrolj�$anziner NOA No.14-0807.19 Expiration Date: September 11,2019 Approval Date: October 09,2014 E-1 T Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1.•- Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNeinours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"' Edition (2014), dated July 29,2014,prepared,signed and sealed by Francisco Hernandez,P.E. 2. Statement letter of no financial interest, dated July 29, 2014, prepared, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL-3388, issued by Fenestration Testing Laboratory,Inc.,dated 09/05/02,signed and sealed by Joseph Chan,P.E. (Subinitted under NOA#03-0314.47) G. OTHERS 1. Notice of Acceptance No. 13-0912.03, issued to Sunshine Windows Manufacturing, Inc. for their Series "4302"Aluminum Fixed Window-L.M.I., approved on 10/31/13 and expiring on 09/11/14. I 0000.. . . 0000.. 0000.. 0000.. .. 0000 0000. .. . 0000 0000.. .. 0000 00.06. 0000.. 0 0 0 0000.. 0000 .. 6 6 0000.0 0600 6 . 6 0000 Manuel Perez,,O.E. Product Control E*4*1ner NOA No. 14-0807.19 Expiration Date: September 11,2019 Approval Date: October 09,2014 E»2 F XED WINDOW SHAPES . .............. .._........_.. INCLUDED IN THIS PRODUCT APPROVAL GENERAL.NOTES: Sunshine Windows Manufacturing,Inc. 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC STH EDITION(2014). 1745 W.33rd Place Hkd2- SHUTTERS ARE NOT REQUIRED. Ph.(h,5)381MA&33 52 Ph:(306)384-9952 3.- REFERENCE TEST REPORT FFL-13-4904 DATED ON 3/13/2014. Fox:(30)828-8118 4.- FOR ANCHOR TYPE AND SPAGNG REFER TO TYPICAL ELEVATIONS AND E SECTIONS ON SHEET 2 RS) W 7 5.- WOOD BUCKS(BY OTHERS)SHALL BE PROPERLY ATTACHED TO SUSN AND TRANSFER LOADS IMPOSED BY GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. � &- WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE 0-O.55 OF GO GREATER DENSITY . 1.4 RECTANGLE RECTANGLE 7.- CONCRETE/MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY C7 RECTANGLE Will CIRCLE TOP WITH ROUND TOP ARCH WITH THE FOLLOWING REQUIREMENTS: O SEE SHEET 2 OF B SEE SHEET 2 OF 8 SEE SHEET 2 OF B SEE SHEET 3 OF 8 -CONCRETE STRENGTH Fo28-3000 PSI MIN. P -CMU AS PER ASTM COD.CMU MUST BE 8-INCH THICK,NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. 'QI FILLED CMU Fm'-2000 PSI MN. 4 &- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL BE NO LESS O� (/�] THAN 1/8'.ALUMINUM SHALL BE 8083-T8. �M A lrl 9.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED(BY (¢rjtT�y]I 'W7 OTHERS)AS SPECIFIED IN FIC 51H EDITION(2014). 10.- STEEL HOST STRUCTURE SHALL BE NO LESS THAN 18 GAUGE. STEEL SHALL BE Fy-36 KSI MIN. 11.- COLONIAL MUNTNS CAN BE APPLIED. 12- USE NON-SHRINK,NON-METALIC HYDRAULIC CEMENT GROUT PER ASIA pp C7107/CllO7M STANDARD SPECIFICATION FOR PACKAGED DRY. ELLIPSE RECTANGLE WITH ISOSCIn F4 TRIANGLE RIGHTTRIANGLE TRTANOLE TOP WITH CURVED OR WITH CURVED OR 13.- GLASS:5/16'NOMINAL LAMINATED GLASS COMPOSED OF SMAIGHTSIDES STRAIGHT SIDES (2) 1/8'HEAT STRENGTHENED GLASS WITH 0.09'DUPONT BUTACTFE PVB INTERtAYING FILM. SEE SHEET 3 OF 8 SEE SHEET 4 OF 8 SEE SHEET 5 OF 8 SEE SHEET 5 OF 8 14.- FOR CORNER WELDED CONNECTIONS USE 1/8'FILET WELD WITH 1/4' MINIMUM LENGTH MADE WITH ER4043 FILER ALLOY. i Z _ O 41 K PULL ROUND •VEXAI jQNO •O�1'.A� • SEF.SHEET 6 OF 8 SEE SMEEI.6 C;8• SBE•SHEEf•8 OF 8 •• • • • •• ••• •• z° PRODUCT RHVLSGD Ore Florida DRAWING No. as Awmplyinq with UuildMg Code PWO1-14 • • ••• • ••• • AAweptaace No° • • • • • • • ir911on Date r9 • • ••• • • • • DATE:07/21/14 • • • • • • • • • • By + � %: • • • • • • •• • AHiwni.UadeProductCordrol-�' rSCOH SCALE: N.T.S. FRANCAMDEZ +-' � FLORIDA PE � 51393 SHEET 1 of 8 • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• I►AWINDOW DESIGN PRESSURES I►A SIZE CHART- PSP VANDOW 48D1H(W) 13• W x H (ELLIPSE) MA)L INcilEsPOS. NEG. �, Sunshine Fmdows - 78 X 37 80.00 80.00 Manufacturing,k. / 1745 W.33rd ft- 78 X 26 80.00 80.00 Fo __ o• Hkde ,Flaws 33012 78 X 19 80.00 80.00 e I � 0058 3 Q B 74 X 39 80.00 80.00 74 X 37 80.00 80.00 g 8 74 X 26 JOINT DETAIL 2 80.00 80.00 = 74 X 19 80.00 80.00 B g 63 X 46 67.83 67.83 0 C7ftNER DETAIL/ 1 MAX 63 X 39 MN(. 80.00 80.00 V WI VI MDTH(W) _ 63 X 37 80.00 80.00 63 X 26 80.00 80.00 I►A 63 X 19 80.00 80.00 [� 53X46 67.83 67.83 x•' ' \\ � � A ARCH 53 X 39 80.00 80.00 TYPICAL ELEVATION 53 X 37 80.00 80.00 ` 53 X 26 80.00 80.00 �_MAX.�7( w 53 X 19 80.00 80.00 46 X 46 67.83 67.83 I,A c WINDOW DESIGN PRESSURES 46 X 39 80.00 80.00 SIZE CHART- PSP 46 X 37 80.00 60.00 ELLIPSE W x H (ARCH) 46 X 26 80.00 80.00 TYPICAL ELEVATION INCHES 46 X 19 80.00 80.00 POS' NEG. 38 X 37 80.00 80.00 108 X 26 80.00 80.00 38 X 26 80.00 80.00 ALUA9NUM WELD WTERIOR) 91 X 26 80.00 80.00 38 X 19 80.00 80.00 ASSEMBLY SCREWS 8 X 1" SEE NOTE No. 14 ON SHEET 1 0 8 84 X 26 80.00 80.00 26 X 26 80.00 80.00 L4X 80.00 80.00 26 X 19 84.00 80.00 80.00 80.00 z 80.00 80.00 ` In 80.00 80.00$hp0 • •80.Qp • ••• •. 74 X 19 804 840 •• CORNER DETAIL#I JOINT DETAIL#2 26 000 8 Od Lffdl % • •80.80 • ••• .• z°00 80.00 PRODUCT REVISEDwOOH YhwwithUwploddaDRAWING No. oo 80.00 D°id°ffiCoda PW01-14 ••• • AccaptenNB�.00 �1Ia1�•GEItAL NOTFS: � Jp�ry DATE:07/21/14 00 • •80.00- •• • •• rtg1."o ProaON Canw1Y '1r• • ••• 1. Edjt GENERAL NOTES REFER TO SHEET 1 OF 8. ped LryyII) E SCALE N.T.S. FRAM SC HERNANDEZ :i FLORIDA PE # 51393 SHEET 3 OF 8 • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• ................ .. ....... ..... ................. ....... ............... ............... WINDOW DESIGN PRljSj4. • 0 0 .............. . 0• 0 • CORNER DERIL#3 .................... .. ............. .......... ................ ......... SIZE CHART-IPSY .......... ................... 11 xw Sunshine Windows INCHES POS. NEG. -.NOTE:JAMB HEIGHT(JH)> 1/3 WINDOW HEIGHT(H) Monufactu*, IRC. AS 1745 W.33rd Plate 26 X 108 80.00 80 • .0. :*0 ffialeah,nodde=12 Ph:(305)3S4-9"2 -26 X 91 80.00 80.01 • F-(305)828-51 1., 26 X 84 80.00 80 CORNER DEEAP #2 37 X 78 80.00 80.00 B 26 X 76 80.00 1 80.00 19 X 76 80.00 80.00 cn 39 X 74 80.00 80.00 �4 37 X 74 80.00 80.00 26 X 74 80.00 80.00 19 X 74 80.00 80.00 46 X 63 67.83 67.83 39 x 63 80.00 80.00 CORNER DUAL 1 MIN.2 ANCHORS MAX. cn 37 X 63 80.00 W.00 PER SIDE(TIP.) WWOW WIDTH(W) 26 X 63 80.00 80.00 19 x 63 80.00 80.00 46 X 53 67.83 67.83 I,A 39 X 53 80.00 80.00 37 X 53 80.00 80.00 RECTANGLE WITH TRIANGLE TOP 26 X 53 8O.D0 80.00 TYPICAL ELEVATION 19 x 53 80.00 80.00 46 X 46 67.83 67.83 39 X 46 80.00 80-00 37 X 40 80.00 80.00 26 X 4. 80.00 80.00 ALUMINUM WELD(INTERIOR) ALUMINUM WELD(INTERIOR) 19 x 46 80.00 80.00 ASSEMBLY SCREWS#8 X I" SEE NOTE No. 14 ON SHEET 1 OF 8 SFE NOTE No. 14 ON SHEET I OF 8 .37 X 38 80.00 80.00 26 X 38 80.00 80.00 19 x 38 80.00 80.00 26 X 26 80.00 1 80.00 ig X 26 80.00 1 80.00 CORNER DETAIL#I CORNER DETAIL#2 CORNER DETAIL#3 PRODUCT REVISED DRAVANG No. 0 complying idk the plaft Buitding Code _qv_ PWOl-14 EypitMiGENERAL NOTES: q DATE.07/21/14 I.- FOR GENERAL NOTES REFER TO SHEET 1 OF 8. I",.v_le -11 2�ij 1-4 SCALE: NJ-S- FRANCISCO'HERNANDE7 FLORIDA PE # 51393 SHEET 4 of e ( t " WINDOW DESIUN PRESSURES I►A I►A SIZE CHART- PSF WINDOW WIDTH(W) WINDOW WIDTH(W) H x w - - - - CORNER DETAIL#3 SUBShine WitXIOWS CORNER MAIL/2 INCHES POs. NEG. fdanu(acturing,Inc. 1748 W.33rd Plotz 63 X 46 -67.83 67.83 -- �OI°0hO s3oI2 Ph:(308)384-9882 63 X 39 30.00 80.00 Foxo(3o8)a2a-S118 63 X 37 80.00 80.00 1� 53 X 46 67.83 67.83 _ 53 X 39 80.00 80.00 v B g 53 X 37 80.00 80.00 N 'w, v � 53 X 26 80.00 80.00 x d' L 46 X 39 67.83 67.83 g B 3 46 X 38 80.00 80,00 46 X 37 80.00 80.00 B 46 X 26 80.00 80.00 38 X 37 80.00 80.00 - O A t 38 X 26 80.00 80.00 m I d 38 X 19 80.00 80.00 13° I. I o• 26 X 26 A0.00 80.00 MAX. 8' CORNER DETAIL 1 MAX LOX , CORNER DETAIL 1 (} 26 X 19 80.00 80.00 � �: 1 W ISOSCELES TRIANGLE WITH CURVED OR STRAIGHT SIDES RIGHT TRIANGLE WITH CURVED OR STRAIGHT SIDES TYPICAL ELEVATION TYPICAL ELEVATION ALUMINUM WElO(IJIENIOR) ALUMINUM WELD(INTERIOR) ASSEMBLY SCREWS 18 X 1' SFE NOTE No. 14 ON SHEET 1 OF 8 SEE NOTE No. 14 ON SHEET 1 OF 8 � o y •• • • • • • ••• •• • • • •• ••• o CORNER Dh-rAIL#I CORNER DE'T'AIL#2 CORNER DATAII.#3 Z - DRAIWNG No. PRODUCf REVISED PW01-14 • • 000 • ••• • mcomplyinsvAthftria" - - • • • • • ••• • • • • Euild'mg .! DATE:07/21/14 GENERAL NOTES: Ac«ptnneo No Expir°Utm Date 1.- FOR GENERAL NOTES REFET2•Pb MEET 1 OR�� •• • •• A -]?SC(Ol 4HSCALE: N.T.SEy FRANHERNANDEZ Miwn orb Pcodud Control' FLORIDA PE 51393 SHEET 5 OF 8 • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• . . . • . . . . . . . IA .► • • .. A A • • • h 1► - I WINDOvr WIrnH A•• : :e• : e:• : Wlnalovr WroTH(w) 1wN�W W1DTH(w) 13" CORNER DETAIL 2 CORNER DETAIL#2 Sur&maldHIC ring,ows Inc. Monufacturing, Inc. 1748 W.33rd Plaee 09 0 0 0 00 000 90 18aleoh4 Florida 331112 • • • D L I • • Ph:(305)384-9952 • ••• •• • FAM.2 ANCHORS MIN,2 ANCHORS ( ) PER SIDE(TYP.) Faz:(3oa)sza-etre i • • • • i•• i I PER SIDE i1P. • • • • • ••• •• 8 / B B / B / m l3 B C 4- 14 lir ►A I►A hA � � H FULL ROUND HEXAGON OCTAGON A (V) TYPICAL ELEVATION TYPICAL ELEVXrION TYPICAL ELEVATION jjYY WINDOW DESIGN PRESSURES _ ALUMINUM WELD(INTERIOR) ALUMINUM WELD(INTERIOR) SEE NOTE No.14 ON SHEET 1 OF 8 SEE NOTE No.14 ON SHEET I OF 8 SIZE CHART-PSF WIDTH INCHES POS. NEO. 53 58.87 58.87 I 48 65.00 65.00 0 46 67.83 67.83 43 72.56 72.56 JOINT DETAIL#1 CORN BK DETAIL#2 W _; 39 80.00 SOHO 0 0 2 PRODUCT REVISM DRAWING No. 0 complying with th.17mida Building Coda PW01-14 � (� Aceepmoco No .t 9 OHNHRAL NO'�S: mtimt Data apiu�n-.� t A9 DATE:07/21/14 1.— FOR GENERAL NOTES REFER TO SHEET 1 OF 8. Miami, odeprodaaCmnr' , ZIIJ� SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 sHEET a OF 8 t EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR .... ` Ile1/4° Ile .Sunshine Windows r MAX. rS M SPACE MAX. SPACE Manufacturing,Inc. SHIM SPACE 1745 W.33rd mote ..w e A.. Ilbteah.Florida 33012 1"X WOOD BUCK BY OTHERS I � mG(3o5)3sa—�82 MUST BE PROPERLY SEALED a WOODEN STRUCTURE OR Fox:(�8)828-8178 °• c e °.4 AND ANCHORED TO a o 2 X WOOD BUCK(BY OTHERS). . a TRANSFER LOADS TO THE "• 4 4' WOOD BUCK MUST BE PROPERLY a a•. ` ° ° STRUCTURE AND APPROVED `a '' ° '' ATTACHED TO TRANSFER GLAZING BY BUILDING OFFICIAL PRIOR ori 4 SYSTEM LOADS TO THE STRUCTURE TO WINDOW INSTALLATION. d' 4, AND APPROVED BY BUILDING ' I ..e b' a a,• a.? . . I 1- I OFFICIAI.PRIOR TO WINDOW I` _�2 1/2' L 1/4"0 ULTRACON WITH 1 1/4" MIN. III MINIMUM INSTALLATION. MINIMUM MINIMUM EMBEDMENT INTO CONCRETE THROUGH 1/4"0 ULTRACON WITH EDGE1/4"MIN. EDGE DISTANCE 1/4"0 ULTRACON WITH 1 1/2'MIN. EDGE DISTANCE 1"X WOOD BUCK. 2 1/2° EMBEDMENT INTO CONCRETE. PENETRATION INTO WOOD. FOR MAX. ANCHOR SPACING REFER TO FOR MAX.ANCHOR SPACING REFER TO FOR MAX.ANCHOR SPACING REFER TO TYPICAL ELEVATIONS. MINIMUM TYPICAL EL£IATIONS. TYPICAL ELEVATIONS. Q EDGE DISTANCE ATTACHMENT TO CONCRETE ATTACHMENT TO PRE-CAST SILL ATTACHMENT TO WOOD o THROUGH 1 X WOOD BUCK A W � EXTERIOR INTERIOR EXTERIOR INTERIOR � MIAMI—DARE COUNTY 1/4° APPROVED THICKNESS. SHIM SPACE (UNDER SEPARATE NDA) 1° MINIMUM 1/4' 0 KWIK FLEX SELF DRILLING 1/4"0 KYJIK FLEX SELF DRILLING EDGE DISTANCE SCREWS THROUGH METAL WITH MINIMUM SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THEEDGE DISTANCE MIN. 3 THREADS BEYOND THE SUBSTRATE. SUBSTRATE. FOR MAX.ANCHOR SPACING FOR MAX.ANCHOR SPACING z REFER TO TYPICAL ELEVATIONS. REFER TO TYPICAL ELEVATIONS. N •*4J:AV131l9 jT:'(j"ULLjON ATTACHMENT TO METAL STRUCTURE • ••• • • • • % • a Nlit)M1['1'H1.VLSGD __ ••• o. TYP �,L HEAD, SILL AND JAMB SECTIONS vws.iwewRhU,eFlorldo DRAWING 1 Ito,uo�x c.,a< 9 PW01-14 1 c`,(Il,nlifel flJte • • ••• • a • • C._ DATE:07/21/14 • • • • • • • • • • `Z' at ' • • • • • • •• • �t' 4_ • • • ••• • ••• ptix,m;.,cda Pr�aot ConuoS�": ,31" t4HERNANDEZ SCALE: N.T.S. FRAN FLORIDA PE 51393 SHEEP 7 of 8 • • ••• • • • ••• .• .. • • . .. .• • • • • • • . • • (, :It?# . • • .•• • • • • • • • • . ... • • • • ' ' •• • MATERIAL LIST • • 4 090•• i :00 • ••• i ITEM 8 PART DESCRIPTION MATERIAL $UIIS�IIIC IY81(IOWS 3 1 43681 HEAD, SILL AND JAMB 6063—T6 N08UfacturinII,Inc. 1 1 1745 W.33rd Pince •• • • •• ••• •• I8aleah,Rodda 33812 5 •• ' 0 ••�' •• 2 30684 GLAZING BEAD 6063—T6 ��(.13.4-9962 INTRIOR 1?. (305)928-5118 EXTERIOR INTERIOR • • !s• •�•• • • 2 4 FPVC 3 GLAZING BEAD BULB WEATHER STRIPING DUR: 75 +/— 5 3 3 4 8" X 1" PH S.D.S. ASSEMBLY SCREW STEEL 5 � o SEE GLAZING DETAIL 6 EXTERIOR 6 5 5/16" LAMINATED GLASS/HEAT STR. THIS SHEET GLASS 6 DOW CORNING 899 SEALANT SILICONE 3 6 4 SECTION B-B N H � A SECTION A-A LAMINATED BY TECNOGLASS 0.090"PVB INTERLAYER l 6 HEAT 2.015" 0310,_ 1/8" HEAT STRENGTHENED v, STRENGTHENED rn rt o 0.083' � EXTERIOR INTERIOR N r M O 3/8"GLASS BITE I.-Ci°' o DOW CORNING 899 z GLAZING DETAIL DRAWING No. ;UUU(T Rk,VIS1iD - s the tiatida fW01-14 8uidi-8 Code e.-ptancaDale Noi D •IIS DATE:07/21/14 BlcPlteiia{s y tS� R �I ��f t SCALE: N.T.S. Miami adeprowclC.— F S ERNANDEZ FLORIDA PE # 51393 SHEET 8 of 8 M IAM IDDADE MIAMI-DADS 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.soy/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 testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 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 • • herame . .00. ••• JUMWAL bf US NOA shall be considered after a renewal application has been filed and there has been ••' A change- - applicable building code negatively affecting the performance of this product. 0:000e .TiRMINAT.TOW of this NOA will occur after the expiration date or if there has been a revision or change ••••• 0. tke•materisis,4w, and/or manufacture of the product or process.Misuse of this NOA as an endorsement ••••• st''ang prodt;ot-fete sales, advertising or any other purposes steal l automatically terminate this NOA.Failure *sees: tb co"ply wit city section of this NOA shall be cause for termination and removal of NOA. sees.. jYyRTIJP.DNT: The NOA number preceded by the words Miami—Dade County, Florida, and .Wrowed bye the.expiration date may be displayed in advertising literature. If any portion of the NOA is •••••• displ,ayed,tltotf it shall be done in its entirety. �hMECTION: 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 I 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 Mt�►rl[•n®untTYr,�c�� Expiration Date: April 10,2018 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 latest revision "2" dated 11/18/14, prepared by manufacturer, dated 04/25/15, signed and sealed by Francisco Hernandez,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94. 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,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 5'" 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 Resouites'(RER). . :0606: . . • . •.•.•• E. MATERIAL CERTIFICATIONS 000000 •• 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, I f'• the •,,,,• "Kuraray PVB Glass Interlayer" expiring on 12/11/16. F. STATEMENTS • 1. Statement letter of conformance to, of complying with FBC 5'e TE'dition (I ffl)and oto :• no financial interest,dated 11/10/14,signed and sealed by FrarZoiseg;Hernarj jZ P. E.....:. 2. Statement letter of conformance to, of complying with FBC-2010 and of'no Wancial interest, dated 03/12/12, signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NOA No. 12-0330.06 Jaime 1).Gasc n,P.E. Product Control Section Supervisor NOA No.14-1204.11 Expiration Date: April 10,2018 Approval Date: May 14,2015 E--l Sunshine Windows Manufacturing,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. 12-0320.06, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650 Aluminum Horizontal Sliding Window-L.M.1.", approved on 05/17/12 and expiring on 04/10/18. 0 000 . 0000.. . .00 0000.. 0 0 . . • 0000.. 0000.0 .. 00 00 . . 0000. . ... 000000 0000 0000.. 00 0000 0000.. 0000 0000.. 0000 . 00 • . . 0000.. 0000 . . 0000 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 10" DESIGN PRESSURES CHART•PSF ( HEAT STRENGTHENED LAMINATED IMPACT o IMPACT IMPACT REST TANT GLASS L GLASS GLASS ...''...... Sumhine V 4Ymdows WINDOW ANCHOR HURRICANE PROCTECTION M DIMENSION SCHEDULE IS NOT REQUIRED _________ ________ _-_____, _____ 1745__ Manufa Ii�g,I(Ic. Place PER 13/4"SILL 3"SILL w R.1ac,Flodd"33012 pER WIDTH HEIGHT HEAD& = PR(Mb)304-9952 SILL JAMS EXP. INT. EXT. INT. $O C D E F-(305)8W-8118 26 1/2' 4 53.33 120.00 80.00 120.00 z 0 37' 26' 5 3 53.33 120.00 80.00 120.00 \ 83 1/8• 6 53.33 119.30 80.00 119.3 FALSE MUNTINS (SURFACE APPLIED) a 74' 8 53.33 90.0 80.00 90.00 n B MAY BE USED Q 28 1/2' 4 53.33 120.0 80.00 120.00 � 1 gyp" 10" 37' 5 53.33 120.0 80.00 120.00 1 .�' A 83 1/e' 3/e' 6 38 5 53.33 95.50 80.00 95.50 rY WINDOW WIDTH 74' 8 53.33 78.90 78.90 78.90 7 37' 5 53.33 104.70 80.00 104.70 tn TYPICAL ELEVATION (XO) a 53 1/8's9 s/e" 6 6 53.33 88.40 80.00 88.40 GENERAL NOTES: 74' 8 53.33 87.30 67.30 67.30 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). 37' 53.33 88.20 80.00 88.20 2.- CONFIGURATIONS OX AND X0. Q ( s3 1/e' a3 6 7 53.33 75.00 75.00 75.00 3.- SHUTTERS ARE NOT REQUIRED. 0 ey 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. ` RS 7a' 8 53.33 62.00 62.00 62.00 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS 24• 3 53.33 120.0 180.00 1 120.0 ON SHEET 5 THRU 7. O 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 38' 4 53.33 120.0 80.00 120.0 - CONCRETE STRENGTH Fc'28 - 3000 PSI MIN. 48' 24' 6 3 53.33 120.0 80.00 120.0 - CMU AS PER ASTM COO. 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' a 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 1120.00 80.00 120.0 B.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. o R �o 36' 4 53.33 120.00 80.00 120.0 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy 36 KSI MIN. $E 48" 36' 6 4 53.33 120.00 80.00 120.0 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". E! zQ ALUMINUM SHALL BE 6063-T6. �' 7 53.33 99.90 80.00 99.90 11.- lX OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY N y ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE 00 72' 8 53.33 88.60 80.00 88.60 AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. z z 36' 4 53.33 .400 1 . 0.4 •40 11- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) a • • I�tQ SPECIFIED IN FBC 5TH EDITION (2014). rt 49' 6 53.33 93.10 :O.QO �3.$O •• • • Y 49' 6 • • GLASS• e� so' 7 53.33 081.00 P.40 17.406•• :•• %" OVERALL LAMINATED GLASS USING TWO LHES OF 72' 8 53.33 74.50 •/4.90 71.30 0.125" HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYER FILM DUPONT BUTACITE PVB. BETWEEN THE TWO LITES OF GLASS. IRODUCrREVISED DRAWING No. 36' 4 53.33 90.00 80.00 1 90.00 LAMINATED BY TECNOGLASS OR SIMILAR. acoaWlylvilvibb1BoFlorida olldmgcedconfiro HS08-01 48' 6 53.33 87.00 •80.0 �Z� • ••• • ooeplaaw 60' �• 7 7 53.:5 13.1,-0 X60.0 ��,ao I1�I's DATE;-. 112 08 72• 8 53.j3 �7.� 1�7.t'� �7.)� • • • • SCALE; 1 2"=1' • •• • dlaml DaFRANCISCO HERNANDEZ • • • ••• • ••• FLORIDA PE # 51393 SHEEP 1 OF 7 • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • . . ... . . . ... . .. . . . .. .. . . . . . . . . . . . • • • ••• • ••• 3 1/8" 7^ • . . . . •• • �- A I I �- - • • ••• • • • . . • • • • i. IMPACT IMPACT .">%:%» ::%:::::::= DESIGN PRESSURES CHART-PSF GLASS GLASS Sunshine Was I HEAT STRENGTHENED LAMWi1,T�D IMPACT el ,.• •�2- ______ _______ _ __ MOnufaciuring,Inc. -------- RESISTANT GbASS • • • • • • • • -_ --- - - - '-'----- 1748 W.&W Pk= •• • • • • •• •f=77 WWW4 FW&33012 WINDOW ANCHOR HURR&ANEPlf0C*XMN0 • Pb:(306)304-9862 DIMENWON SCHEDULE •Jft0=RFjUBTLP• � � :00 ••g C D E Fmo(M)M-8116 PER PER 1314"SILL 3"SILL z _ WIDTH HEIGM JAMB 3 ___------ -------- HEAD h -- _----__ ---- Q SILL EM. INf. EM. 1NT. \I 5e! 74' 36 3/8' 11 6 53.33 90.00 80.00 90.00 ML I B FALSE MUNTINS (SURFACE APPLIED) 74" 50 9/8' 11 8 53.33 90.00 80.00 90.00 MAY BE USED Q 37' 6 53.33 90.00 80.00 90.00 1 t13 1 8" 7" 83 1/8' s3' 8 9 53.33 90.00 80.00 90.00 M MAX. 74' 11 53.33 85.20 1 60.00 85.21) Ul WINDOW WIDTH 72' 46' 11 7 53.33 90.00 80.00 90.00 Q H a ae' 7 53.33 90.00 80.00 90.00 TYPICAL ELEVATION (XO) P (z i C 80" 60' 9 9 53.33 90.00 80.00 90.00 r^I a W GENERAL NOTES: (Yy 72' 11 53.33 90.00 81).00 90.01) 1,- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC STH EDITION (2014). 2.- CONFIGURATIONS OX AND X0. 3.- SHUTTERS ARE NOT REQUIRED. � - 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART, LaV 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 5 THRU 7. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 0 - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. 7.- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD a SPECIFICATION FOR PACKAGED DRY. B.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. e Z 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy - 36 KSI MIN. ` c0i O 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". 4 z B ALUMINUM SHALL BE 6063-T6. 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY o o ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) a AS SPECIFIED IN FBC 5TH EDITION (2014). GLASS: a 0.340" OVERALL LAMINATED GLASS USING TWO UTES OF z° r 0.125' HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO UTES OF GLASS, PRoDucrRIEvisED DRAWING No. LAMINATED 13Y TECNOGLASS OR SIMILAR. 8u11m1yns 14 1 FIor1HS08-01 ( AtsePtM=No 12• �{-{Q-L DATE:03-14-08 By Ptpdutt SCALE.1/2"-l" FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 2 OF 7 -----...... ................... ..... ...................................... .... ..... ..... _ 12 139 1s ,6 Sunshine Vmdows 20 Manufacturing,Inc. 1749 W.33rd Pl— M M*A,1lwida 3M12 D 2U Pd:(309)384-8982 21 ( \) t Fax:(308)828-8178 n to 22 to to � Q C7 WINDOW WIDTH HORIZONTAL SECTION a A 40 � d 19 s x = 6 xo m x w 6 w € x 17 Of 3 � z 6 16Oro 3 z Mto ! € (2)2• 6 HOLES w v_ E 3z 8 M 16 3 v VERTICAL SECTION w z (2) 2•WEEP 2 H04% • WITH SILL RISER • •• • . . • . • . • • • • • • • • Z" N •• • • • •• ••• •• VERTICAL SECTION CwWlyFREVISm.Mft DRAW NG No. wMI*cmIQ dmWotlde HS08-01 at(amg com am • • ••• • ••• • ANO • • • • • • • 4—Lf GATE:03-14—oe • • ••• • • • • Y SCALE•f 2'=1" • • • • • • • • • • ImW)ad aProduotConu°1 • • • • • • •• • FRANCISCO HERNANDEZ SHEET 3 OF 7 • • • ••• • ••• FLORIDA PE # 51393 • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ••• MATERIALL IST•• •• ••: MA'PLtRIAL LIST ITEMS PART •• pISOID'ITO. try57ER1�1. ITEM PART# REQD. DFBCRIPCION MATIRUAL 1 SW-019 • 1 • FR•MF HEAT oWW-Ti 13 SW-018 5 1MOVING SIDE RAIL 6063-T5 - 2 SW-019 1 FRAME SILL 6063-T5 14 SW3257 AS ROD WEATHER STRIP BULB VINYL .......... ............... 3 SWXXK21 1 INSERT TRACK 6063-TS 15 SW-667 AS RQD LATCH ZINC Suns 1108 Vf[Mns mOOOfOCtiDlilt)N X00. 5 SW-012 02 WD;T•P/YOTf.M IWL 60w3-T5 16 SW-S10 2/SILL RETICULATED FILTER FOAM 1745 W 33rd Pk= 6 SW3019 AS R05 • •FIN.SM P*F* FELT• 17 SW40771 1 SILL RISER 6083-75 19 OW6 Roddy 37012 Poe(305)304-SM 8 SW321W .2. • • VWEEL• • •• 18 SW-014 1 JAMB TO FOXED PANEL 6083-T5 Fmc(306)828-Otte 9 SW-017 1 MOVING MEETING RML 8063-T5 19 - AS ROD SILICONE PEC-895 O 10 SW40111 1 FIXED MEETING RMEAD L 6063-T5 -20 SW-101 AS ROD IMPACT GLAZING B 6083-T6 0 11 SW-AS AS ROD ASSEMBLY SCREWS 8 X 1'SMS. 21 SW-STL 1 31W X 3/4-FLAT BAR STEEL to 12 SW-013 t JAMB TO MOVING PANEL 6063-T5 22 SW-AS 4 ASSEMBLY SCREWS 8 X 2 1/0 SMS. O -0.812- F-1.625 T 0.050 0.050 _ 7 ro.osz I L44��F. 2.1297 50 5.876al , , 0T- 90 .n0-N 1 0.812 I^ 5.312 0.887 GLAZING BEkD Q SW-101 W O FIXED MEETING RAIL MOVING MEETING RML JAMB TO FIXED PANEL FRAME JAMB TO MOVING PANEL gOS0g3_T5 V7 SW-40111 6063-7 6063-T 6063-T 6083-T5 8083-T5 8083-15 8063-T5 OA7B x 2.7 0.082 ,.750 1.00 1005.:2 1.8750 3.0621.0050 a 1.5090 H�f -I 0.810 I- N a 2.00 FRAME HEAD AND SILL MOVING SIDE RML SILL RISER INSERT TRACK SLIDER TOP AND BOTTOM RML o �` SW-019 SV'-OO SW-40771 z 6063-T5 60632T5 6063-T5 6083 T51 6063-T25 063-T V U 6083-TS N V Ce O 1 z N RODUCTIt13MED rnmplylogwBhdwFlorida DRAWING No. uilding No�' ^,�. H$08-�� �ZO DALE:03-14-08 7 4iami Dada Product adm SCALE:, z°g7. FRANCISCO HERNANDEZ FLORIDA PE (f 51393 SHEET 4 Of 7 22 1/ 2 1/2" MEIN. 1" 1/4'ULTRACON 1 1/2'MIN. PENETRATION INTO WOOD. (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS 1/4'ULTRACON 1 1/4'MIN. EMBEDMENT INTO MASONRY MW. REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS I� ON SHEETS 1 OF 7 AND 2 OF 7) THROUGH 1 BY WOOD BUCK. TYPICAL FOR HEAD. (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS s REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS as ON SHEETS 1 OF 7 AND 2 OF 7) i Sunshine Windows •, � TYPICAL FOR HEAD. - 2 BY WOOD BUCK BY OTHERS. MORUIUCIUFN9,Inc. MUST BE PROPERLY ATTACHED TO 1745 W.Jaid Place TRANSFER GLAZING SYSTEM LOADS (�80h' 3'J012 F1'• TO THE STRUCTURE.SHALL BE APPROVED 5)364-9962 w w BY BUILDING OFFICIAL PRIOR TO 0 a�6 5!1 WINDOW INSTALLATION. Foc(305)8285)829-5f 19 N rA ^ �$ am 00i Ron ^ 1 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO a TRANSFER GLAZING SYSTEM LOADS O TO THE STRUCTURE SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 0 DETAIL A DETAIL 8 0 ATTACHMBN'1'•1'O MASONRY ATTACHMENT TO WOOD O 1/4'SMS THROUGH METAL W A �Qy (FOR MAX.ANCHOR SPACING AND NUMBER rn 0 5 OF ANCHORS REFER TO ELEVATIONS AND A DESIGN PRESSURE CHARTS ON SHEETS OF 1/4'SMS THROUGH METAL 1 OF 4 AND 2 AD 4). O 1' TYPICAL FOR HEAD. t" (FOR MAX.ANCHOR SPACING AND NUMBER MIN x MIN. OF ANCHORS REFER TO ELEVATIONS AND MWAI-DADE COUNTY APROVED DESIGN PRESSURE CHARTS ON SHEETS - MUWON. (UNDER SEPARATE APPROVAL) 1 OF 7 AND 2 OF 7). r=_ _—— � TYPICAL HEAD. 11 o wU 8 Zz Up N N O a 4 Z y= P O O N_ 'e DETAILC •• • • • •• ••• •• DETAILC 1 9 N ATTACHMENT TO METAL STRUCTURE ATTACIIMENT TO MULLION PRODUCT REVISED DRAWING No. complying with Um Florida (STEEL OR ALUM]. 1/8' MIN.THICKNESS) Building Godo 44-4 HS08-01 ( •• • ••• • ••• • ianca No • i l�'�" • • • • • DATE 03-14-OB • • • • SCALE: 1 2'-1 • • By ' • • • • • TfBICALtiEAL�SECTIONS wR�uaConwl ' • • • ••• • ••• FRANCISCO HERNANDQ FLORIDA PE # 51393 SHEET 5 OF 7 • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • . . . ... . . . . . • • ...... ............... W Sunshine Windows Manufacturing,Inc. ••• ••• t•• ti• •• 1745 W.33rd Place • • • • • •• • \ Motm%Rodda 33012 • • • • •• • ',t Ph:(305}184-9982 • • • • • Fm:(308)828-5118 3/4'MAX.NON-SHRINK GROUP ''. OR 113Y WOOD BUCK ^ _ 4 4 ~a`. N 2 BY WOOD BUCK BY OTHERS. ° n et I '.a°. \? MUST BE PROPERLY ATTACHED TO g TRANSFER GLAZING SYSTEM LOADS In ? fV }p. a - TO THE STRUCTURE SHALL BE APPROVED Gn BY BUILDING OFFICIAL PRIOR TO '9 1 2 1/2" MIN. 2 1/2" MIN. 1" WINDOW INSTALLATION. �Y C7 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 l INTO MASONRY THROUGH 1' BY WOOD BUCK (7 OR NON-SHRINK NON-METAWC GROUT DESIGN PRESSURE CHARTS ON SHEETS 1/4'ULTRACON 1 1/4" MIN.EMBEDMENT INTO MASONRY (FOR MAX.ANCHOR SPACING AND NUMBER 1 OF 7 AND 2 OF 7). TYPICAL.FOR SILL. C? (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS AND in REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS DESIGN PRESSURE CHARTS ON SHEETS ON SHEETS 1 OF 7 AND 2 OF 7) TIYPIICAL FOR SILL ONLY. V TYPICAL FOR SILL ONLY. V! DETAIL D DETAIL.E DETAIL F F�WW�J Q { ATTACHMENT TO PRE-CAST SILL ATTACHMENT TO MASONRY ATTACHMENT TO WOOD p x \ -�� oo MULLIONN. (UNDER MSEPARAAPRTE APPROVAL) a u E r= Z'`3 I II t =— —==�1 o a r \\ xDWE `1/4'SMS THROUGH METAL 1" WN. 1/4'SMS THROUGH METAL. (FOR MAX.ANCHOR SPACING AND NUMBER MIN, 1 I OF ANCHORS REFER TO ELEVATIONS AND (FOR MAX.ANCHOR SPACING AND NUMBER o m DESIGN PRESSURE CHARTS ON SHEETS OF ANCHORS REFER TO ELEVATIONS.AND 1 1 1 OF 7 AND 2 OF 7). DESIGN PRESSURE CHARTS ON SHEETS `a TYPICAL FOR SILL. 1 OF 7 AND 2 OF 7). z° N TYPICAL FOR SILL DETAIL G DETAIL G I RODUCT REVISED ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION a mPlymi s with dw Mod" DRAWING No. uocpI coag HS08-01 f (STEEL OR ALUM. 1/8' MIN.THICKNESS) (STEEL OR ALUM. 1/8'MIN.THICKNESS) No � r � DATE:03-14-OR TYPICAL SILL SECTIONS y Da1co it-t a-L scaLE 1 2`=1` FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 8 OF 7 1/4' MAX. I2 BY WOOD BUCK BY OTHERS. _ w +� SHIM SPACE MUST BE PROPERLY ATTACHED TO 7 11 TRANSFER GLAZING SYSTEM LOADS 1/4'MAX. ` ° 1 1• BY BUILDING OFFICIAL PRIOR TO APPROVED SHIM SPACE WINDOW INSTALLATION. ` `.`............ MIN Sunshine viIldOws " 1/4"SMS 1 1/2'IN. PENETRATION INTO WOOD. wnufat inljr Inc.ce (FOR MAX.ANCHOR SPACING AND NUMBER 1743 W.33rd Pla °r s OF ANCHORS REFER TO ELEVATIONS AND 1/4"SMS THROUGH METAL Mot°oh FWlb 33012 1 1/4" DESIGN PRESSURE CHARTS ON SHEETS Ph:(305),384-0932 (FOR MAX.ANCHOR SPACING AND NUMBER MIN. 1 OF 7 AND 2 OF 7). OF ANCHORS REFER TO ELEVATIONS AND Fac(303)826-3118 MBS 1/4"TAPCONS 1 1/4'MIN. EMBEDMENT TYPICAL FOR JA ' DESIGN PRESSURE CHARTS ON SHEETS INTO MASONRY THROUGH 1'BY WOOD BUCK 1 OF 7 AND 2 OF 7). ° ° OR NON SHRINK NON METALLIC GROUT DETAIL r TYPICAL FOR JAMBS. 0 z (FOR MAX.ANCHOR SPACING AND NUMBER ATTACHMENT TO WOOD ° f OF ANCHORS REFER TO ELEVATIONS AND ° DESIGN PRESSURE CHARTS ON SHEETS Cl 1 OF 7 AND 2 OF 7). Q Q +a TYPICAL FOR JAMBS. N G DETAII.1 I3-I ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8'MIN.THICKNESS) �/r a p Okn n H DETAILH Fl ATTACHMENT TO MASONRY C4 GLAZING DETAIL U 0.090'DUPONT BUTACITE PVB ��A111 1 1/8"HEAT 1/8'HEAT STRENGTHENED STRENGTHENED 1/4"SMS THROUGH METAL. 0 (FOR MAX.ANCHOR SPACING AND NUMBER x OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). 3/8'GLASS SITE TYPICAL FOR JAMBS. (��) FF--MW39-RADE COUNTY APROVED vi=i �MUWON.(UNDER SEPARATE APPROVAL) rn 5 z _ SILICONE PECORA 895 zF E II II 0 Q I I GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF i 40.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER N < FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. • • • ••• •• LAMINATED BY TECNOGL.ASS OR SIMILAR1 02w ' °D •• • • • •• ••• •• ODUCTREMED DRAWING No. ATTACHMENT TOMULLIONS DET.4ll de ,,, �Maml I08Q1de J�(> HS08-01 %ccI • • .•• • ••• • wm �py DATE 03-14-08 •: ••. '�'SiPIGAL�Mh SECTIONS eat Product Control 4 S O r I SCALE:-18L-t • • • FRANCISCO HFR FLORIDA PE � 5513831393 SHEET 7 OF 7 • • • ••• • ••• ar a • • • • • • • • • • • • ••• • • • ••• y > MIAM)!• NIIANH_DADE COUNTY,FLORIDA M PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) It 805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww%v.miamidade.eov/economy Sunshine Windows Manufacturing,Inc. 1745 W.33`d Place Hialeah,FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami---Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 112000"Aluminum Single Hing 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 name or logo, city, state, "odel/series, and following statement: "Miami—Dade County Product Control Approved",unless otherwise pof4Lberein„ •• •••• ParjFWAL•J this NOA shall be considered after a renewal application has been filed and there has been "•' tib chdhge in+'thp aprlicable building code negatively affecting the performance of this product. +;,••• XERMINATIpIl� of this NOA will occur after the expiration date or if there has been a revision or change ..... 1n the materi":vg, and/or manufacture of the product or process. Misuse of this NOA as an endorsement •••�•+ o�n}iproductpfhr sales, advertising or any other purposes shall automatically terminate this NOA. Failure ••+•; to comply W116•any section of this NOA shall be cause for termination and removal of NOA. ••• AbVERTIS+MINT: The NOA number preceded by the words Miami---Dade County, Florida, and • �fpl$Nved byttue•gxp-ration date may be displayed in advertising literature. If any portion of the NOA is .:..++ displWyed,that it shall be done in its entirety. *MSACTION: A copy of this entire NOA shall be provided to the user by the manufachirer or its_ distributors and shall be available for in5pection.at the job site at the request of the Building Official. This NOA revises NOA No. 12-0320.07 and consists of this page l and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by.chime D.Gascon,P.k. NOA No. 14-1224,08 MIAMiDA®v1+iTY Expiration Date: April 24,2018 ej Approval Date: April 09;2015 Page I f 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. B. TESTS I. 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 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entiy 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 Reports No.'s FTL-5253, dated 10/02/07 and FT1,5252, dated 08/17/07, both signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 08-0219.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5«' 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 A-Aepka, Iize-T'ox their•;•- "Kuraray PVB Glass Interlayer"expiring on 12/11/16. •••• " """ 2. Pecora Corp. Part No. Pecora 895 EPDM exterior glazing 0AIVet complying rvitl:••••; ASTM C 794-30 pli,ASTM D412—Tension of 550 PSI, AISJk 624;}Q lb./in.,...". ASTM D 2240—Hardness Shore A 27 Durometer, ASTM C.51d--Nonts-ASTM •• D 471-70 HRS 257°F and ASTM D 3835----3.0 HRS 180°F`AIA4 C JM-2450%,-- ASTM D 3960-12 g/L,ASTM C 679-3hrs. 7 to 14 days,ASTM C 639 T7ir 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-1 � t Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 51h 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-201.0 and of no financial 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 FTI -5253, dated 10/10/07 and FTIr5252., dated 08/28/07, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No.08-0219.03) G. OTHERS 1. Notice of Acceptance No. 12-0320.07, issued to Sunshine Windows Manufacturing, Inc. for their Series "2000 Aluminum Single Hung Window - L.M.I.", approved on 05/17/12 and expiring on 04/24/18. 0000.. . . 0000.. • 0000.. 0000.. .. 0000 0000. ... .00.90 0 ..... .. . 0000 0 0 . 0 9 . .. 0000 009000 0000.. 000090 0009 0000.. 0000 .. • 0 0 999999 9999 9 . 0000 Jaime D.Gascon,P.T:. 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 4" 10"MAX.Al A2 A3 ............... ............... DESIGN PRESSURES CHART'-PSF Sunshine Windows FALSE MUNTINS Manufacturing,Inc I ACT GLASS (SURFACE APPLIED) WINDOW ANCHOR DISIGN 1745 W.331E Face MAY BE USED DIMENSION SCHEDULE PRESSURE-PSF - HW%h.Flmb°=2 ----- ---------•`--_ PM.(305)364-9952 ----- -------- --------- Fm�=)628-5115 w WIDTH HEIGHT ANDH�L PERJAMB ERT. INT. c� g D 1 _ �F I - 19 1/8- 3 90.0 90.0 3 o D 26 1/2" 3 90.0 90.0 Tq I ACT G 'S 37' 26" 4 3 90.0 90.0 _ ' - D3 53 1/8" 6 75.0 75.0 a __- _4 ------ __ 0 --^ ( - 19 1/8" 3 90.0 90.0 Z r� C1 CZ C3 C4 26 1/2" 3/8" 3 4 90.0 90.0 H 37" 38 4 90.0 90.0 W an 53 1/8" 6 75.0 75.0 a --I 10"MAX.�-- 19 1/8" 3 90.0 90.0 WINDOW WIDTH 26 1/2" 3 90.0 90.0 [1 37" 50 5/8" 4 6 90.0 90.0ppp ( W TIPICAL ELEVATION I OVER I 53 1/8- 6 75.0 75.0 &0 19 1/8" 3 75.0 75.0 GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). THE DESIGN PRESSURES REMAIN 26 1/2" r 3 7 75.0 75.0 THE SAME AS IN THE PREVIOUS NOA IN COMPLIANCE WITH FBC 2010. 37' 4 75.0 75.0 2.- SHUTTERS ARE NOT REQUIRED. 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 53 1/8" 6 75.0 75.0 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. --- 5- -5.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 26 1/2" 3 75.0 75.0 n - CONCRETE STRENGTH Fc 28 = 3000 PSI MIN. 37" 74 1/4' 4 8 75.0 75.0 0 � COMPRESSIVE STRENGTH OF 1.9 KSI. 53 1/8" 6 75.0 75.0 o E - FILLED CMU Fm' = 2000 PSI MIN. ?8 6.- USE NON--SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD zo SPECIFICATION FOR PACKAGED DRY. U 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 8.- STEEL H05T STRUCTURE SHALL NOT BE LESS THAN 18 GA�1 GF STEJL STV L•BEG V,-•3§ KSI MIN. a 9.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURl•S�iAli P T 9 ►ES TIAAN*1/8". • „, ALUMINUM SHALL BE 6063-T6. • • • • • •• • • a N 10.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCQI OF•M�5 P�20 C Af:PR 1�AL SyILL BE PROPERLY o ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IAIPi;_llBrTFif` � SY 1�TO JV STRUCTURE i a AND SHALL BE APPROVED BY THE BUILDING OFFICIAL*PPRR104 Ta DOaR IN ALLAT 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) PRODOCTREVISEO DRAI4ING No. AS SPECIFIED IN FBC 5TH EDITION (2014). %A scompI ngwhfidwFWd9 ( GLASS: • • ••• • ••• • tt6iidingoodo SHDB-D1 Aaoptfinca No 0.340" OVERALL LAMINATED GLASS USING TWO LRE P OR•• •• • • • GG m 6to DATE:a4 02-OB 0.125" HENT STRENGTHENED GLASS WITH A 0.09•b"jNT LAME(! • •• • • •• oy SCALE 1/2'-1" FILM DUPONT BUTACITE PVB, BETWEEN THE TWO DIES PF GLASS. • ••• • ••• tgemi aP�odwlControl FRANCISCO HERNANDEZ LAMINATED BY TECNOGLASS OR SIMILAR. FLORIDA PE # 51393 SHEET 1 OF B r • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1/4'ULTRACON 1 1/2' MIN. PENETRATION INTO WOOD. • • • ••• • ••• FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS • • • • • • • •• • I" REFER TO ELEVATION AND DESIGN PRESSURES CHART • • • • • • • • • 2 1/2" MIN. 2.1/!� IIIIN.0 • • • • �N' ON SHEET 1 OF 6). • eq 4'•� H U"�L'T"RACON 11f� K " : EMBEDMENT INTO CONCRETE TYPICAL FOR HEAD. _ ROUIi1 BY y_ (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS :. .................. ;+ ::.: REFER TO ELEVATION AND DESIGN PRESSURES CHART Sunshine Windows d"•• ON SHEErS 1 OF 6). 2 13Y WOOD BUCK BY OTHERS. M611 ucturing,Inc. •TYPI"FOR 01". •• MUST BE PROPERLY ATTACHED TO 1748 W.33rd alae • • • • • • • • TRANSFER GLAZING SYSTEM LOADS HkkW.FWI&33012 • ••• • • • • •• • TO THE STRUCTURE. SHALL BE APPROVED Ph:(385)364-9882 • • •• • • BY BUILDING OFFICIAL PRIOR TO F=;(=)828-5116 • • • • • • w WINDGW INSTALLATION. 4 4 N N a DETAIL Al DETAIL A2 (� ATTACHMENT TO CONCRETE ATTACHMENT TO WOOD_ � H Q I-� SMS THROUGH METAL (FOR Q Th TYPICAL ANCHORS (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND ell 1• 1/4'SMS THROUGH METAL TYPICAL OR PRESSURES CHART ON SHEET 1 OF S. Tn E. (FOR MAX.ANCHOR SPACING AND NUMBER 1� V MIN. OF ANCHORS REFER TO ELEVATION AND MIN. DESIGN PRESSURES CHART ON SHEET 1 OF 6. MIAMI-DADS COUNTY APROVED y TYPICAL FOR HEAD. MULLION. (UNDER SEPARATE APPROVAL) I II w DETAIL A3 DETAIL A4 E ATTACHMENT TO METAL STRUC'MRE DETAIL ATTACHMENT TO MULLION z 8 (STEEL OR ALUMINUM 1/8'MIN.THICKNESS) (STEEL OR ALUMINUM 1/8'MIN. THICKNESS) z e z F • N_ d I 1 Z - N VRODUCTRBVISBD DRAWING No. ( ds wnlplYulg wllbtdo tnodde a SH 08-01 IIuildtng CodQ Amp DATE:04-02-08 SCALE: TYPICAL HEAD SECTIONS V10m1 0d0 atOontrol FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 2 OF 6 I i I I I I I I s�nmo Won mumducukig,hip. fteak Flail 3M12 Z" � Ph:(308)384-9982 to Fax:(305)B2B-8118 d. �•t.:'3:t ',e3.'" 3/4'MAX.NON-SHRIW GROUT AA fOR I"BY WOOD BUCK .2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADSrAe TO THE STRUCTURE.SHALL BE a. ' APPROVEDBY BUILDING OFFICIAL .'oa 2 1/2" MIN. 2 1/2" MIN. 1^ PRIOR TO WINDOW INSTALLATION. MIN. (►, 1/4'ULTRACON BY ELCO WITH 1 1/2^ MIN. y I_ 2 1/2" MIN 2 1/2" MIN. PENETRATION INTO WOOD. F1TC-,i 1— -- -� 1/4' ULTRACON 1 1/4' MIN. EMBEDMENT (FOR MAX.ANCHOR SPACING AND NUMBER INTO CONCRETE THROUGH 1' BY WOOD BUCK OF ANCHORS REFER TO ELEVATION AND OR NON-SHRINK NON-METAWC 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. g (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATION AND N y REFER TO ELEVATION AND DESIGN PRESSURED CHART DESIGN PRESSURES CHART ON SHEET 1 OF 6). ON SHEETS 1 OF 6). TYPICAL FOR SILL ONLY. F� TYPICAL FOR SILL ONLY. DFTAH.Cl DETAIL C2 DETAIL C3 � ( ATTACHMENT TO PRE-CAST SILL ATTACHMENT TO CONCRETE A'I'PACHMENT TO WOOD W I I I I I I I I I N xg O IAMI-RADE COUNTY APROVED v MULLION. (UNDER SEPARATE APPROVAL) z E r— ---� z z I II 0 O --_� �AX pNR •• • • • • 1• ••^• N a 1(g�3R SMS.TMR �MNG qp0 YUMpER• • rf I /4'SMS THROUGH METAL N G(FOR MAX.ANCHOR SPACING AND NUMBER 1^ (FOR W.ANCHOR SPACING f.AO f&@ER• • • • •• • OF ANCHORS REFER TO ELEVATION AND ao o N OF ANCHORS REFER TO EL4VATION d6N0e • • • • • • DESIGN PRESSURES CHART ON SHEET 1 OF 6). MIN. DESIGN PRESSURES CHART 0614SHW1 OF 6)0 •• ••• ••n.P� FOR SILL. TYPICAL FOR SILL DETAIL C4 DETAIL CS PRODUCT REVISED DRAWING No. A'T'TACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION =mpiyin wu6RtOHOdo SH0E-01 ( (STEEL OR ALUMINUM 1/0'MIN.THICKNESS) • • ALUM. 1/ K3&ESS) A"4?. gColo • • ••• • • • • IS n M /0.04" DATE:04-02-08 o. B SCALE:1/2"=1" ••• ••• DEZ TVACALSILL•SECTIONS �iaio1D�`'''�d°`2�i4o1 FFLOR DIACOPE #HERN5i 93 SHEET 3 OF 6 • . . ... . . . . ... r • • • • • • • • • • •• •• • • • •• •• • • • • • • • • 1/4' MAX. 1/4- MAX. 1/4-MAX. _ SHIM SPACE • • SHIM SPACE - SHIM SPl�CE • • • • • • ••• • • • • • KO 2 W WAD BUCK BY OTHERS. .••o •• DUST BE PROPERLY ATTACHED TO 1/4- SMS THROUGH METAL• ••• IIIANSFER GLAZING SYSTEM LOADS . 1b THE STRUCTURE. SHALL BE APPROVED (FOR MAX.ANCHOR SPACING AND 1 1/2" BY BUILDING OFFICIAL PRIOR TO NUMBER OF ANCHORS REFER TO •o : WINDOW INSTALLATION. ELEVATION AND DESIGN PRESSURES SwSWN VIBIJOWS MIN. CHART ON SHEET 1 OF 6). �000fOCtUT1 Inc. • TYPICAL FOR JAMBS. 174s W.sxxe amee 1 1/4" • • •�/4-ULTRACON BY ELCO WITH 1 1/2- MIN. 1745WeaW. 33,d Pk- 1 • • •PENETRATION INTO WOOD. MIN. • • • • ` z MFR MAX. ANCHOR SPACING AND NUMBER " z fes:( s)J'84-8962 • • • Z OF ANCHORS REFER TO ELEVATION AND Foc(7os)829-sits DESIGN PRESSURES CHART ON SHEET 1 OF 6). v TYPICAL FOR JAMBS. o Z g DETAIL D2 • 'ty 11/4-TAPCONS 1 1/4-MIN. EMBEDMENT ATTACHMENT TO WOODINTO "v \ OR NONNSHHR NK NONUMETAWCGRRO T WOOD BUCK DETAIL D3 N (FR MAX.ANCHOR SPACING AND NUMBER ATTACHMENT TO METAL STRUCTURE- a OF ANCHORS REFER TO ELEVATION AND (� DESIGN PRESSURES CHART ON SHEET 1 OF 6). (STEEL OR ALUMINUM 1/8'MIN.THICKNESS) C7 F TYPICAL FOR JAMBS. DETAIL Dl ATTACHMENT TO CONCRETE GLAZING DETAIL g W 0.090"DUPONT BUTACITE PVBrA rN a 1/8-HEAT 1/8-HEAT (~ STRENGTHENED STRENGTHENED 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 SITE MVAMI-DADS COUNTY APROVED (MINIMUM) I w^ — MULLION. (UNDER SEPARATE APPROVAL) o I 18E II II I ZE I I - I I SIUCONE PECORA 895 iz — ATTACHMENT �' DETAILD4 TO MULLION PRODUCT REVISBD DRAWING No. complying W0 the IgoTlda ( �Afli ggC d IDS SHOE-01 DATE:04-02-08 SCALE: 1 2--l. TYPICAL JAMB SECTIONS ttodeatt7otftrol FRANCISCO HERNANOEZ FLORIDA PE ® 51393 SHEET 4 OF 6 ..... ............... 7 12 15 10 18 -•-• ! 8 ............................... Sunshine Windows Monufacturing,Inc. 1718 W.33rd Pl— we*RxQ=12 Ph:(385).764-8952 Fox:(3D8)828-5718 rA 14 3 O OA (SEE DETAILS �� 1 01, 02,D3 AND D4 t p, 15 ON SHEET 4 OF 6) �`% (SEE DETAILS 14 WINDOW WIDTH A i.A2, A3 AMD A4 ON SHEET 2 OF 6) HORIZONTAL SECTION g 4 eq 44 12 3/4'x 3/8'STEEL BAR y 1 W 4 15 rA 0 9 14 5 w � x 3 I S i 12 3/4'x 3/8'STEEL BAR LATCH OPTION v I o 8E I s x 5 z z I DSR 11 I N \C t3 • i•• • • ••• ••' VE•• a (,SEE DETAILS • • • • • ' • • 't�r, o " Cl, C2, C3,C4 AND C5 " ' ' ' 0. " RTICAL SECTION a N ON SHEET 3 OF 6) aODucr RBVISBD WITH TOP LOCK com lying xdal uloPadd• DRAWING No. o11d188 Coae 4 SHOE-01 • • ••• • ••• • ccept_No VERTICAL SECTMI :': . •. •• •• DATE:04—D2—aa • l2—os- 09* • • • • •• • iami Dxdd P1d19a SCALE: • • ••• • ••a FRANCISCO E # 51 93 FLORIDA PE � 51393 SHEET 5 OF 6 t • • • • • • • • • • •• •• • • • •• •• • t • ••• • • • ••• • ••• • • • • • • • • • • • • • • • • • s • :00 • ••• • MATERIAL LIST - .......:....... ............... 0.812{- TTF2HC PART# REQD. DESCRIPTION MATERIAL Sunshine wwoWS •• • • • ••• •• 1 SW-014 1 FRAME HEAD 6083-TS M iffadd1745 W rg,Nc. • • • • • HWbah,FG6;37012 2'082-� • ••• • 1. • • 2 SW52 f 01 1 FRAME SILL 8083-T5 Ph:(3ofi�sea-9952 2125 • 1.250 : 3 SW-011 2 FRAME JAMB 6063-TS F=(305)828-5118 1.312 0.050 0.395• • • • •• 0.812 '�- J� 4 SW40111 1 MEETING RAIL 8083-T5 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-TS 6063-T5 6063-T6 6063-75 W 7 SW8202B 2 SASH CAM NYLON 8 SW-012 2 SASH SIDE RAIL 6063-T5 1y 9 SW-AS AS REQ ASSEMBLY SCREWS ; 8X1'PH PHIWP CRS Z 10 SW8202A 4/VENT FACE GUIDES NYLON -I 0.937 I--- 1.625-1 11 SW43353 2/VENT LATCH BOTTOM RAIL PLASTIC W [� 2.127 12 SWI820 AS ROD SEAL PILE FELT 2.314 i.� p.pgp T 0.050 00 13 SW3257 AS ROD WEATHER STRIP BULB VINYL ii.�y^ii 4aLj] I 0.082 2' 1.875 - Jt- 14 AS ROD SILICONE DC-82.0009/GE-1200 Gn o.� L 1 15 SWW101 AS RQO GLAZING BEAD 6063-76 2.078---1 2,375--I -1 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 6083-T5 6063-T5 18 SW3082 AS ROD WEATHER STRIP BULB VINYL J-1.890--{ 0.7870 Zg 0.562 tTii a N 2.750 0.062 T Z 1.000 0.056 0.7„9 .,324 € E � I L 1-X 0.810 4- O y� H 1�/ U (!S --� 1.000 SASH BOTTOM RAIL SASH SIDE RAIL SASH BOTTON RAIL N a SW-43355 SW-012 PLASTIC KOCETAL K300 3063-75 6063-15- SW-43353 aoO1 � � N Z DRAWING No. SH08-01 DATE:04-02-08 12^Oj- SCALE: 1 2°=1" FRANCISCO IIIL. FLORIDA PEE # 51393 SHEET 8 OF e LOCATION SKETCH N T S r----------T-----------I r----------i---------- r----------i I I I I r/ I I r—————————— ——————————T——————————i ----------T----------� i I I I I I I I I I sTn ST 1 I I i� 1 I I I I I 1 ` K yx .. # 1551 i # 1553 i # 1555 i # 1557 i # 1559 i # 1561 # 1563 # 1565 i # 1567 # 1569 1 UNIT: 2-10 I UNIT: 2-9 I UNIT: 2-8 1 UNIT: 2-7 I UNIT: 2-6 I UNIT: 2-5 UNIT: 2-4i UNIT: 2-3 I UNIT: 2-2 I UNIT. 2-1 1 I • r � ' � �� 12 13 �� 1� ��, €� I I I I I 1 I I I 1 ` 2 '' M_ NR 104TH:, I I I I I I I 1 W ch 1 I I I I I I ch I -- I I 1 I ii� I I 1 Z LOCATION SITE 1 I I I I I Z Lu Z 1 I I I 1 I 1 0000 U•0••• - ----------1----------J ----------1----------JO • • 0 0 SCOPE OF WORK167' ••• woreev uf 4 • — REPLACEMENT OF EXISTING WINDOWS BUILDING PLAN •::::0 •• u):m •• i, SCALE: N.T.S. <.,Ir•.. / I LEGAL DESCRIPTION: — — 7 - - �'s-a< M:":: HARBOUR CLUB VILLAS CONDO TOWNHOUSE 2-4 UNDIV 1/79TH INT IN COMMON ELEMENTS CLERKS FILES 69R143006 I O I O I I I O •! I LL a •• & 70R100201 OR 9606 881 OR 19699-69 0501 1 OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA. I I I I I •• % p•� " FOLIO No.: 11-2230-053-0630 BATH • • GENERAL NOTES: i I i I '• g w 1. THESE PLANS ARE NOT CONSIDERED COMPLETE UNTIL SIGNED AND SEALED BY THE ENGINEER AND. REVIEWED AND I BEDROOM I (� m APPROVED BY THE CORRESPONDING PERMITTING AGENCIES. I KITCHEN La 2. THESE PLANS ARE PREPARED EXCLUSIVELY FOR THE REPLACEMENT OF EXISTING DOORS AND WINDOWS. INSTALLATION i [UP r SHALL BE DONE FOLLOWING THE CORRESPONDING PRODUCT CONTROL APPROVALS FROM MIAMI—DADE COUNTY. 3. ANY MODIFICATION TO THE ORIGINAL STRUCTURE NOT INDICATED ON THESE DRAWINGS AND THAT MAY BE REQUIRED FOR THE INSTALLATION OF THE NEW DOORS AND WINDOWS IS NOT COVERED BY THESE PLANS AND A SEPARATE PERMIT, WITH [ REVISIONS SPECIFIC DESIGN PLANS, MUST BE OBTAINED. I— — — — —J —II I--— — — — — — 0 0 I L i I � No. DESCRIPTION • 4.0 DIMEJS%F& SHOViNQQN THESE DRAWINGS ARE FOR THE PURPOSE OF PROVIDING A SPACE PROPORTION TO THE USER BATHROOM •••; AND THEIR, SOLEI TINTION IS TO BE USED FOR WIND LOAD PRESSURE CALCULATIONS. THE ENGINEER OF RECORDS I ) [ ••• ASS E9•NO RESPONSIBILITY FOR THE FINAL SIZE OF THE PRODUCT TO BE PURCHASED AND INSTALLED. IT'S THE OWNER i i i—— — — — — DN ANDrONftCTOQ .RESPONSIBILITY TO OBTAIN THE EXACT WINDOWS AND DOOR DIMENSIONS FOR PURCHASING AND DINING ' INSTALLATION. •••••• I ROOM I CLOSET 0 0000 •• .• •• •• 000•0 • 0••• 0••• • 000 0••' • '••0•' s� I l DESIGN BY: E.F. •: •••• •e•• DRAWN BY: E.F. I I BATHROOM o 000I ; � •j I I REVISED BY: E.F. 0: 9666 l �• I viaL •. A ^ : PERMITI w i #'• I I I a , . Miami Shc S Villag _ I � I I C I I 0 a d O APFR04ED I Da ATE I i BEDROOM _ I I ZONING DEPT O BLDG DEPT l' SUBJI CCM"NCE WM A!.!L I�Ei I :. � D DATE:0410-2017 STATE AND CCUN'iY RULA AND REGULATIONS —I�- — —— — �:—.— �..�. .._:.::il— —�� —.�,���'^'• 0000 �,� �, OR PLAN I SECOND FLOOR PLAN I SCALE:AS9-IOM SOUTH ELEVATION NORTH ELEVATION SCALE: N.T.S. L — — SCALE: N.T.S. L — SHEET:W-1 2 74" 19y" L IL IL 1" x 3" x 18 1/8" rA-2 , A-2 74" QTY. 1 WIND LOAD DESIGN LOAD +50.96 PSF < +140.00 PSF ` t -55.27 PSF < -140.00 PSF LO MI NOA:15-0528.21 ZONE: 4 MARK A MARK B MARK C (HR) 74" x 50 5/8" (SH) 19 1/8" x 38 3/8" (PW) 19 1/8" x 11" (HR) 74" x 38 3/8" GLASS: CLEAR GLASS: CLEAR GLASS: CLEAR GLASS: CLEAR cn P QTY. 2 QTY. 1 QTY. 1 QTY. 1 W <cf) WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD U +50.96 PSF < +53.33 PSF +50.96 PSF < +90.00 PSF +50.96 PSF < +80.00 PSF +50.96 PSF < +53.33 PSF u- Do** -55.27 PSF < -67.30 PSF -55.27 PSF < -90.00 PSF -55.27 PSF < -80.00 PSF -55.27 PSF < -78.a0 P517 * L�NOA:14-1204.11 NOA:14-1224.08 NOA:14-0807. 9 NOA:14-1204.1 :99 ~ uJ UJ ZONE: 4 ZONE: 4 ZONE: 4 ZONE: 4 "';'• 0.00 (yere•U 0000•0 . (ne� Q • .., EL 0000 .. .,�' • s • • 090.9• •e• Q•1�.e• 1� 9y„ I, • '^ " •• .• a =s ••�VJ -T 16 37 ��••;•� W ••?> • • s • Q....eO 0000• • • • .F- • • • (n0 •• o, a _ • •9 CP M LLI Z 'n V M (O MARK D MARK E LO (SH) 19 1/8" x 38 3/8" (SH) 37" x 38 3/8" GLASS: OBSCURE GLASS: CLEAR QTY. 1 QTY. 1 WIND LOAD DESIGN LOAD WIND LOAD DESIGN LOAD REVISIONS • +50.96 PSF < +90.00 PSF +50.96 PSF < +90.00 PSF • -55.27 PSF < -90.00 PSF -55.27 PSF < -90.00 PSF No. DESCRIPTION ..9• • 0 NOA:14-1224.08 NOA:14-1224.08 0000.. ZONE: 4 ZONE: 4 • 0000.. . 0000 e• of 00 •••. . 090 •00.90 DESIGN BY: E.F. .009 00 • 000• • • •• '•s •••••• �� DRAWN BY: E.F. ' "" EGRESS WINDOW: • • • e 0:0 0• • " C-4 � OP NG REVISED BY: E.F. • •••• 0000 00:00. MAX. SILL HEIGHT = 44 ABOVE FLOOR • •••• •• • MIN. CLEAR WIDTH MIN. CLEAR HEIGHT = 24" I' 20" L = 20 �I 1 . 0000 0000 '.' • " m MIN. •••• • MIN. CLEAR AREA = 5.7 SQ.FT. d INTERIOR FINISH �'' aW', = 5.0 SQ.FT. (FOR GRADE LEVEL) d FLOOR ELEV. `O az ) v a W E� A DATE:0410-2017 SCALE:ASSHOMV SHEET:W-2 2 2