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WS-15-2607 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-245706 Permit Number: WS-10-15-2607 Scheduled Inspection Date: October 22, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: , Work Classification: Window/Door Replacement Job Address: 1151 NE 99 Street Miami Shores, FL 33138- Phone Number (786)253-2869 Parcel Number 1132050180070 Project: <NONE> Contractor: HORIZON WINDOWS CORP Phone: (786)298-6941 Building Department Comments INSTALLATION OF 2 NEW WINDOWS AND 2 NEW Infractio Passed Comments DOORS AND 1 KITCHEN WINDOW INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 21,2015 For Inspections please call: (305)762-4949 Page 18 of 55 r Ap INSPECTION REPORT October 23, 2015 To: City of Miami Shores Building Department From: Enrique Febles, P.E. Property Owner:SHIMA V II LLC. (Luis de Thomas) Property address: 1151 ne 99 st Miami Shores,FL 33188 Permit No.:WS-15-2607 RE:Replacement of existing windows and door. Dear Building Official: This document is to certify that I have reviewed the installation procedure of the structural wood filler (wood bucks)in the above reference property to provide the correct opening size for the installation of the front entrance door. Due to existing site conditions there was a need of installing a 2x8 No.2 PT anchored to existing Tie Beam with 1/4" dia. x 3 3/4" long Elco Tapcons @ 6" staggered and a 2x6 No.2 was added to the 2x8 anchored with 1/4" dia. x 2 3/4" long Elco Tapcons @ 8" staggered. Once the correct opening size was achieved the new door was installed as per NOA No. 14-0109.06 To the best of my knowledge and professional judgment, I certify that the structural elements(wood bucks) conform to the design requirements. Note.My statement is based on the visual inspection of the structure and on exposed areas that were made available for this inspection. To the best of my knowledge and ability,this report represents an accurate appraisal of the present condition of the building based upon a careful evaluation of observed conditions at the time of the inspection, to the extent reasonably possible. No warranties or representation are intended nor should any be construed for any part of the structure not described in this letter and Its attachments. Sincerely Enrique Febles, P.E. FL Lic. No.67341 Tel.:(786)897-5454 .�k 4 :. mac.• ... s tea. �u- c i, s h a 1 j k f� �s�!ORE$ Miami Shores Village t1oo uttaii 10050 N.E.2nd Avenue NE r Miami Shores,FL 33138-0000 0 4L%ox�oA� Phone: (305)795-2204 , 1Aff 2 Expiration: 04/17/2016 i:. .x.., o:.. "'ANE'..' . Project Address Parcel Number Applicant 1151 NE 99 Street 1132050180070 Shima VII LLC Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell Shima VII LLC 1235 NE 100 Street (786)253-2869 (305)796-4922 Miami Shores FL 1235 NE 100 Street Miami Shores FL Contractor(s) Phone Cell Phone Valuation: $ 3,500.00 HORIZON WINDOWS CORP (786)298-6941 (786)298-6941 _. Total Sq Feet: 00 Type of Work: INSTALLATION OF 2 NEW WINDOWS AND 2 Available Inspections: No of Openings:5 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 DBPR Fee $2.25 Invoice# WS-10-15-57421 DCA Fee $2.25 10/20/2015 Credit Card $ 172.90 $0.00 Education Surcharge $0.80 Permit Fee $150.00 Scanning Fee $12.00 Technology Fee $3.20 Total: $172.90 f In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,)(VINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all th going no tion is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I a orize the a ove-n med contractor to do the work stated. October 20, 2015 Authorized Signature:Owner / p scan / Contractor / Agent Date Building Department Copy. October 20, 2015 1 Questions/Comments/Concerns? Please call either Monique: 786-253-2869 or Miami Shores Village Louis: 305-796-4922 00 15 2015 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC ZO BUILDING Master Permit No.) `S `2G� PERMIT APPLICATION sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP �- Q CONTRACTOR DRAWINGS JOB ADDRESS: oI S I it� ! S 7-- City: Miami Shores County: Miami Dade Zip: 3/_3 1P Folio/Parcel#: // 3 ;-0 S O/ � C7 O 7 cO Isthe Building Historically Designated:Yes NO `� Occupancy Type:_,�Load: Construction Type:( Is_Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): S.G / 4y,4 I/ 7,Z- L L C PhoneJF'30Address: City: /� 3 /�•� /DO .S% L City:/yl/,AP Bate: /L Zip: 3 '>/ 3 Tenant/Lessee Name: Phone#:7 RL — — -5 3 9 Email: 3AI/ CONTRACTOR:Company Name: D Phone#: \7$b) 352 i Address: 3 3 5`� ,`yJ �7 QJ* City: State: f L Zip: ba O 14 Qualifier Name: A 40%s Lp D rG Z Phone#: State Certification or Registration#: 01116 S n0 ZZ3 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 3, SO C> Square/linear Footage of Work:, Type of Work: ❑ Addition ❑ Alteration C9 New Repair/Replace ❑ Demolition Description of Work: / '00- Specify 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$ 1--3 2 l J (Revised02/24/2014) Bonding Company's Name(if applicable' Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lenders 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 appro a reinspection fee will be charged. —;z:, '/' Signature Signature OWNER or AGENT CONTRACTOR Theegoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this /7day of OCA- 20 .by / day of C-`<;�c lt� 20 i f by /L..� nd—Ll f ,who is personally known to who is personally known to me or who has produced TOC.... 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: 1 Sign: Sign: 1` c;::w`^"'••, GRISELL EST"AN • a Print: •' Comminlon#FF 192858 Y Comm.Expires May Seal: NOtary Public State of Florida Seal: ,. r 2019 Rnnnac hrrxrqh National NMar :. • Jeann®M Feliciano �•-.- �.- ,A-•,�- . +� My r7rnmission FF 082753 '�1pFp Expires 011121018 ######### # # # APPROVED BY /0 f J# #####/############################################################## ) Plans Examiner Zoning Structural Review Clerk (Reviscd02/2412014) Muw Pull, �� cif F�t€ia 5 vo NOT s �p N6; i6 2 , ��can@�� "• _ �Yx t�521, D Y-R— " Puruarlf to Cta € r. y � 3 u OWNER TY pi, BUSINESS PAYM�RECEIVED NC}RiZON WlF�DOWS SRP SPECIALTY BUILDING CONi�iflR BY TA%COLLEGOR C 'JOEL LOPEZ PR 37.50 10/13/2015'- 0229-1,&-00D2 tD°, 114"R "ed to City of � MtAM `?.foi`R�ltQ�@rttJBfibn,v 003422 Mide Mia i ty =lttlS a it l ABU •- 1�€3�tflTPA ; h 62 728 y, 4Y' � (nOie� �� f:t A t�lEtWl�`t'�wiY ;ti RE �i l3E1R ## t to 2016 8276,,,MV SAMMOR, indust til Chapter SA-Art:0,&10 OWNED SEC.TYPE OF Bi�li#S� p3,, /uyr PAYMENT RECEIVER, HORIZON WINDOWS CORP 196 SP IALTY 8UWMIG",OIgTRACTOR 6Y TAX COLLECTpR',' OSBS00223 �cer(S) 1 $45.00 €,7/23/2015" per. CHECK21.-15-103504 Th iE} f�eSlitB Tox Receipt first$ ai $'6al Business Tax.The Receipt is not a RGBnse, peimti �a cart"tti of tha quaffCic a Noii is#a�tA any governmental'. atadmii�e# latarytai�irag�iregaire �iy#a#haeaa» .. Tfie M0.a must 6et[ts Iat(ed as all iiitarciat a�hlctas- li1Ne1-moi Gam S Ba-276. Fm'mt�litiurmation,tr +r+�+.miamidadaativ>'� ��, 003423 ' x ,y t V"! ........................................ ............................................ ....... OCR) 81 s tom. � a � "tmq1 D#t 'M st be diaplaYed at irtw-Of tiusir ess ME L Y 1 3T' i; Purse t'tcrG rs eda " ChEp'targA Al4, 8i 10 OWNER SEG.TYPE OF BUSINESS PAYMENT:RECEtVRO H 0 Pi Z, CORP 220 TANGIBLE PER O ALIMP E3LR BY TAX Ct3LLECTOK (s) 1 $45.00 0 /23/2015 iECK21=-15-1035,01 This ocat Bustnea #Receipt azar aaln8mu Ilia Loeel Business Fax.The R et t is net a rumen �racertifi the haldtir'� uatificat� � . any governmental ritat rY IaMtS att requirema aper to the hhsrxess. g Nfl.abtiwa muni be an att esanmereiaT"vtcles-M►anN- °: te Sat?8a-276. Cbr•ttrmatiaa, #wwwmiamidad� g Project: SHIVA V II, LLC OCT 15 2015 Engineer: E.F. 1151 NE 99 ST MIAMI SHORE, FL 33128 Printed on: 10/8/15 (First Floor) BY: Building Characteristics h = 13.20 ft L= 38.00 ft (Short,horizontal dimension of a building measured parallel to the wind direction) B= 55.00 ft (Long,horizontal dimension of a building measured normal to the wind direction) h/L= 0.35 (To det.Cp,ASCE 7-10) UB= 0.69 (To det.Cp,ASCE 7-10) Z= 7.92 ft (ASCE 7-10, Table 26.9-1,page 256, Terrain Exposure Constants) Zmin= 15 ft (ASCE 7-10, Table 26.9-1,page 256, Terrain Exposure Constants) C= 0.20 ft (ASCE 7-10, Table 26.9-1,page 256, Terrain Exposure Constants) e = 500 ft (ASCE 7-10, Table 26.9-1,page 256, Terrain Exposure Constants) E= 0.20 ft (ASCE 7-10, Table 26.9-1,page 256, Terrain Exposure Constants) Design Criteria ASCE 7-10, Chapter 30, Part 1 Risk Category II (ASCE 7-10,Section C1.5,page 380) FBC-2010, Section 1604.5 Exposure C (ASCE 7-10,Section 26.7.3,page 251) FBC-2010,Section 1609.4.3 V= 175.00 mph (ASCE 7-10,Fig.26.5-1,page 247) FBC-2010, Section 1620.2 KZ= 0.85 (Velocity 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 qZ= 0.00256 KZ Kd V2 [Ibs/ft2] (Eq. 27.3-1) (NOTE:section 26.8 of ASCE 7-10,page 251 does not apply(i.e.,Kzt=1.0)) qz= 66.64 PSF qz ASD=qz 0.6= 33.99 PSF Determination of wind pressure(p) (ASCE 7-10,chapter 27,page 259,Main Force Resisting System) P=q*G*Cp-gh(GCpi) [Ib/ft2] (Eq. 27.4-1) (ASCE 7-10,27.4.1,page 260,Rigid building of all heights) Gust Effect Factor (ASCE 7-10,26.9,page 254,Rigid Structures) �� '. ;.; • • l== 0.228 (Eq. 26.9-7) : • • • ' LZ= 427.06 (Eq. 26.9-9) ; • : 0 Y • Q= 0.91 (Eq. 26.9-8) 0 • •• •• 00-000 •••• Therefore: 60:00: .• G = 0.85 (=0.85 per ASCE 7-10,section 26.9.1,or use eq. 26.9-6) 000000 •60900 and, "': 0 9 � •••••• (Intemal Pressure Coefficient, TABLE 26.11-1,page 258)Enter 0 for open bid�s:0.�5 for par fjqj�enclosedIWt.•• •• •• cp;+= 0.18 or 0.18 for enclosed bldgs. • • 0' Gip;-_ -0.18 (internal Pressure Coefficient, TABLE 26.11-1,page 258) 9609:0 [ 45 t Determine a: a= 3.8 ft or 5.28 ft (whichever is smaller) 3.8 controls but not less than 1.52 ft or 3 ft 3 controls Use a= 3.8 ft Windows and Doors Pressure reduction factor= 1 (Fig.30.4-1,page 335,if 0<10'reduce GCp by 10%) qZ= 33.99 PSF EXPOSURE C CATEGORY II P=gh[(GCp)-(GCpi)] [psf] WINDOW/ SIZE (aprox.) AREA GCp(-) GCp(-) GCp(+) P_ P_ P+ DOOR ID w(inch) h (inch) (SF) ZONE 4 ZONE 5 ZONE 4&5 ZONE 4(-) ZONE 5(-) ZONE 4&5 MARK A(DOOR) 321/2 82 18.51 -1.05 -1.31 0.95 -41.90 -50.49 38.50 MARK B(DOOR) 37 80 20.56 -1.04 -1.29 0.94 -41.62 -49.94 38.23 MARK C(WINDOW) 531/8 383/8 14.16 -1.07 -1.35 0.97 -42.60 51.89 39.20 MARK D(WINDOW) 74 383/8 19.72 -1.05 -1.30 0.95 -41.73 -50.16 38.33 MARK E(WINDOW) 81 15 8.44 -1.10 -1.40 1.00 -43.50 -53.70 40.10 . . •....• .. .. .. .• ...... ...... . . ..... • • •.••.• 00••00 0000.. 0000 0000.. • • • 0000.• • l OCT 16 2015 MIMI®D1ADE V. MI-DADE COUNTY We 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.gov/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 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 112001" 81-0"Outswing Aluminum French Door-L.M.I. APPROVAL DOCUMENT: Drawing No. FD01-13, titled"Series 2001 Aluminum French Door-Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, 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. 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•bG prpvide(L to•oie user by the manufacturer or its distributors and shall be available for inspection at the j&sitd at t1te Bequest of the Building Official. This NOA revises NOA No. 14-0109.06 * c •`sts of�1ie ••* 1 ��d evidence pages E-1 and E-2, and �l'�' 4 �' .. q .. p g Green Sustainable Attributes(GSA)page G-1 as well as approval document mentioned above. The submitted documentation was reviewed b�Jaime D.Gascon,P.E. . .. . ... . ... .. . . .. . . . . . • •• •• •• NOA No.15-0ZQ4.Q5 r arlFOAOE cauNrr •• 9n Expiration Date: May 08,2018 Approval Date: Apri123,2Q15 1 Pagel . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA Is No.'s 14-0109.06 and 02-1104.03) 2. Drawing No. FD01-13,titled"Series 2001 Aluminum French Door- Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision "1" dated 01/20/15, prepared by manufacturer, signed and sealed by Francisco Hernandez,P.E. B. TESTS 1. Test report on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Side-Hinged Door Systems, per FBC, chapter 24113.2.1,TAS 202-94 and per AAMA 130402 along with marked—up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7262,dated 05/15/13,signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No.14-0109.06) 2. Test report on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Side—Hinged Door Systems, per FBC, chapter 2411 3.2.1,TAS 202-94 and per AAMA 1304-02 along with marked—up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3399,dated 08/16/02,signed and sealed by Joseph C. Chan,P. E. (Submitted under previous NOA No. 02-1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with the Florida Building Code 5th Edition (2014), prepared, dated 01/20/15, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami Dade Departmentiof Refblbt&ya0V4o4omic 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 . .. .. . . . .. .. ... . . . ... . . Sunshine Windows Manufacturing,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 5t1 Edition (2014)and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 01/28/15, signed and sealed b Francisco Hernandez P.E. Y , 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 11/24/14 and a-filed by the Secretary of State. 3. Statement letter of conformance and complying with FBC 2010 and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 12/05/13, signed and sealed by Francisco Hernandez,P. E. (Submitted under previous NOA No. 14-0109.06) 4. Statement letter of no financial interest and independence, issued, dated 12/05/13, signed and sealed by Francisco Hernandez,P. E. (Submitted under previous NOA No. 14-0109.06) 5. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report FTL-7262, dated 05/15/13,signed&sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 14-0109.06) 6. Laboratory addendum letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399,dated 04/24/03,signed and sealed Joseph C. Chan, P.E. (Submitted under previous NOA No. 02-1104.03) 7. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399,dated 08/16/02, signed and sealed Joseph C. Chan,P.E. (Submitted 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.NQ.14s010%06.apprgjal drawings, sheets 0l to 08 of 08, dated 12/03/13 and signed jb� ;3Qsj PAd-hiz, 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 %000 0 00 0' .• •• NOA No. 15-0204.05 Expiration Date: May 08,2018 • Approval Date: April 23,2015 . . . . V: . . . . . .. .. . . . % .. ... . . . ... . . Sunshine Windows Manufacturine,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: 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) oil Simulation Report Product G.& G.9: ID No. No.: Description Glazing Components: U-Value Sl 01-00 3/16 Clear 1.07 0.57 01-01 3/16 Solar Bronze 1.07 0.46 01-02 3/16 Solar Gray 1.07 0.43 01-03 3/16 Solex 1.07 0.45 01-04 1/4 Clear 1.07 0.56 01-05 FTL-7625 DDFR 1/4 Solar Bronze 1.07 0.44 01-06 1/4 Solar Gray 1.07 0.41 01-07 1/4 Solex 1.07 0.43 03-00 1/8-SB60/0.090 PVB 1/8 clr. 1.03 0.32 04 00 1/8 Solar /0.090 PVB 1/8-SB60 1.03 0.31 05--00 1/8 Solar /0.090 PVB 1/8-SB70XL 1.03 0.27 (Submilled under previous NOA No. 14-0109.06) Le end Abbreviations: Description: PVB Poly Vinyl Interlayer c1r. Clear Glass SB60 PPG Solarban 60 or 70 @#2 Surface T ical SB70XL PPG Solarban 60 or 70 @#2 Surface Typical (Submilled under previous NOA No. 14-0109.06) Jaime D.Gascon,P.E. • ••• ••• + +++Product Control Section Supervisor • • • • • • • NOA No. 15-0204.05 ' •• •• Expiration Date: May 48,2018 Approval Date: April 23,2015 G-1 5' 12" rmAX. ' 2" DETAILS ON°SHEET 2 OF a GENERAL NOTES: MAX• MAX. O MAX. 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). ( 16 \ 2- SHUTTERS ARE NOT REQUIRED. m 3- REFERENCE TEST REPORT FTL - 7262 DATED ON 4/15/2013. Sun9hine WII1dOW3 r25 6 16 D 4•- FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET 6 OF 8. SEE f anufOC1U1109,fne. 7/8/ 25 7/8/ \ CLUSTERS DETAILS ON SHEET 2 OF 8 AND ALSO TYPICAL DETAILS ON 1745 W.33rd Pace SHEETS 3, 4 AND 5 OF 8. Weak FWIde 3x12 D.L.O. MAX. D.L.O. \ Pb:(x5)364-9952 5.- IX OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCTP"a:(xs)az6-511• 6 C APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE ID \ LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL T BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. x w .o ao o co = 6.- WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G - 0.55 OF J r�i GREATER DENSITY. ai rA rn \ d 15 rn PLATER 15 -? �'" 0 I"I 7.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY 0 o \ 14 \\ 14 'd WITH THE FOLLOWING REQUIREMENTS: Q ply • • \ ' \\ �' - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. U U • ••• fi \• B A \ \ A e - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT Z d • •••• • • t • \� iv BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. w a • /REV. - FILLED CMU Fm' 2000 PSI MIN. 044 '+ • f £ . = ci 1O E 8.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS pr W • 6 \ % a THAN 1/8". ALUMINUM SHALL BE 6063-T6. 8 • •••• d 1p • •• `O 9.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED w� ( •• :•• •• • •••• 16 (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). W • •• 5. 12" •••• 5` 12" 16 10.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL W • • • MAX. •••••• MAX. I MAX.I EE CLUSTER DETAILS SHALL BE Fy ee 36 KSI MIN. 0 •• ••• • • • N SHEET 2 OF 8 11- DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS •• ••• ••• 37"• 72" REQUIREMENTS OF FBC 5TH EDITION (2014). • • a • ••••r. DOOR• ••FRAM SM�TH _ 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 DESIGN PRESSURES C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. DOOR LEAF DESIGN PRESSURE (PSF) MAX. DOOR WIDTH INDEX OF DRAWINGS FRAME HEIGHT (NOMINAL) EXT. (+) INT. (-) 1 OF B : DOOR ELEVATIONS, DESIGN PRESSURES CHART, 3'-0" 77.13 77.13 8'-O" ° GENERAL NOTES AND INDEX OF DRAWINGS. 2'-6" • 80.00 89.13 r 2 OF 8 INTERLOCK CLUSTERS DETAILS 6'-8" 3'-0" 80.00 90.00 c 3 OF 8 TYPICAL HEAD SECTIONS. 2'-6" • 80.00 90.00 I 4 OF 8 TYPICAL JAMB SECTIONS. • - FOR DOOR LEAF UNDER 3'-0 SEE NOTE 11. R655C7R8VIS6p LK wnsoft whh the Florida OUW D& DRAWING No. 5 of a : TYPICAL SILL sEcnoNs. FLUSH BOLTS: co FDO 1-13 6 OF 8 HORIZONTAL SECTIONS do INSTALLATION NOTES. 1.- TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE LEAF AT HEAD AND AT SILL OF EACH). e Product Cmnr" DATE:05/16/13 7 OF 8 VERTICAL SECTIONS do MATERIAL LIST. Ol^LO- S 2.- ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN SCALE. N.T.S. 8 OF 8 CORNER DETAILS. ORDER TO ACHIEVE THE DESIGN PRESSURES SHOWN FRANCISCO HERNANDEZ ON CHART. FLORIDA PE # 51393 SHEET 1 OF 8 Sunshine Windows Manulocludng,Mc. 1745 W.33rd Plo Haboh,Hm1dc 3M12 DOUBLE DOOR DOUBLE DOOR DOUBLE DOOR Ph:(305)354-9952 CENTER LINE `CENTER LINE CENTER UNE Fm(305)028--551118 4 — 1/4"0 ULTRACONS � 5 — 5/16"0 ULTRACONS I 4 — 1/4'0 KWIK—FLEX WITH 1 1/4" MIN. EMBEDMENT WITH 1 1/2' MIN. EMBEDMENT SELF DRILLING SCREWS INTO CONCRETE. INTO WOOD. I THROUGH METAL WITH MIN. 3 p (~ 4" 4"4"i 4„ 4" 4"1 4„ 4• 4" 4„ 4„ 4„ THREADS BEYOND THE A I II SUBSTRATE. • F :*got: ••• •• • W 6666 • • a • .• • • • • .• • / • 00• .6666• " • O LW'J 6 • • Cry •• •• •f•f •00* �C •• 6000 040 f 0 MOM DETAIL CLUSTER DETAIL CLUSTER DETAIL •:•FO&ATTACHMENT TO CONCRETE FOR ATTACHMENT TO WOOD FOR ATTACHMENT TO METAL WITH OR W/O WOOD BUCKS AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL TT R Z0 INTERLOCK CLUSTERS DETAILS b � o as 05mpb**with ft Flod& BundloaCodo DRAWING No. Acaptarlce No FD01-13 vfiemi vProducl Co,ro DATE:05/16/13 a1—zO-l� SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEEP 2 OF 8 2 1/2" 1/4"0 ULTRACON WITH 1 1/4" MIN. 1/4"0 ULTRACON WITH 1 1/4" MIN. 1/4"0 KWIK FLEX SELF DRILLING MIN. EMBEDMENT INTO CONCRETE. EMBEDMENT INTO CONCRETE. SCREWS THROUGH METAL EDGE DISTANCE FOR MAX. ANCHOR SPACING SEE 2 1/2 FOR MAX. ANCHOR SPACING SEE WITH MIN. 3 THREADS BEYOND ELEVATIONS ON SHEET 1 OF 8 AND MIN' ELEVATIONS ON SHEET 1 OF 8 AND 1 THE SUBSTRATE. EDGE DISTANCE MIN. FOR MAX. ANCHOR SPACING CLUSTER DETAILS ON SHEET 2 OF 8. CLUSTER DETAILS ON SHEET 2 OF B. E.D. ONS ON SHEET 1 0 8 SEE ELEVATIONS H F AND CLUSTER DETAILS ON Sunshi SHEET 2 OF 8. ne Y�IndaWS Monufactu*,Inc. 4 _ n Z 1745 W.33rd Plc" q e Minh,'F tda 33012 - Ph:(305)364-6es2 1" BY WOOD BUCK BY OTHERS MUST BE r PROPERLY SEALED AND H v F 41J ANCHORED TO 4 Tl a Ix 3 TRANSFER LOADS TO 4 v� THE STRUCTURE AND II METAL STRUCTURAL MEMBER BY W • • •• 1 I 7/8" MIN. 7/8" MIN. OTHERS SHALL BE MINIMUM 18 • ••• 1 I APPROVED BY BUILDING I I I I �+ • ..0: I 1 •• FLUSH 86LT OFFICIAL PRIOR TO I I FLUSH BOLT I I GAUGE AND SHALL WITHSTAND F • • • I 1 •• ENGAGEMENT DOOR INSTALLATION. I I ENGAGEMENT I I ANCHOR SHEAR FORCES. U U ••• • I i INTO FRAME I I INTO FRAME I I INSTALLATION SHALL BE a • •••• • 4 I • THROUGH 1" X 5/8" I THROUGH 1" X 5/8" I I APPROVED BY BUILDING • • HOLEHOLEOFFICIAL PRIOR TO DOOR . . • • ••••• INSTALLATION. C W • ?X1"ERIpR9090 •4 • �I'Iy�ERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR d 940:06 .... ( 4 •• ATT"JIENT Tj j VPNCRETE ATTACHMENT TO CONCRETE ATTACHMENT TO METAL STRUCT. W THRJOUGH 1 X.IVggp BUCK WITHOUT WOOD BUCK p • 1" MIN. 0::::* MIN. • y. 1/4"0 KWIK FLEX SELF DRILLING 9 E-�-�• • • SCREWS THROUGH METAL 4•IPOOO I • WITH MIN. 3 THREADS BEYOND MIAMIORADE CAUNN 04 WOODEN STRUCTURE OR APPROVED MULLAN. THE SUBSTRATE. 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 r SHEET 2 OF 8. SYSTEM LOADS TO THE STRUCTURE G 1/4" ULTRACON WITH 1 1/2" AND APPROVED BY BUILDING as OFFICIAL PRIOR TO WINDOW = MIN. EMBEDMENT INTO WOOD. _ INSTALLATION. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. IT T' 1 7/8" MIN. FOR CLUSTER USE 5/16"0 I I n I I FLUSH BOLT ULTRACON WITH 1 1/2" I I I I ENGAGEMENT MIN. EMBEDMENT INTO WOOD. I I FLUSH BOLT b INTO FRAMEw I I I I ENGAGEMENT � o' 1 1 THROUGH 1" X 5/8" 1 1 INTO FRAMERODUCY REVISED Z I I HOLE. 1 1 THROUGH 1- X 5/8" -61p,gI6y wUh Ibo Nlodd6 INTERIOR EXTERIOR HOLE. une M" DRAWING No. EXTERIOR INTERIOR 20� FDOl-13 TYPICAL HEAD SECTIONS PZNo mml DATE:05/16/13 OI—2c SCALE: N.T.S. ATTACHMENTTO MULLION ATTACHMENT TO WOOD FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 3 OF 8 1" X WOOD BUCK BY OTHERS MUST BE 1/4" SHIM PROPERLY SEALED AND ANCHORED TO MAX. (TYP) TRANSFER LOADS TO THE STRUCTURE AND WOODEN STRUCTURE OR APPROVED BY BUILDING OFFICIAL PRIOR TO 2 X WOOD BUCK (BY OTHERS). Sunshine'Windows 4 A DOOR INSTALLATION. WOOD BUCKS MUST BE PROPERLY 1/4"� ULTRACON WITH 1 1/4" MIN. ATTACHED TO TRANSFER GLAZING Manufacturing,Mc. EMBEDMENT INTO CONCRETE. SYSTEM LOADS A THE STRUCTURE W�w. 33012 ° FOR MAX. ANCHOR SPACING SEE ELEVATIONS AND SHALL FI APPROVED BY Ph:(305)364-9952 ON SHEET 1 OF B. BUILDING OFFICIAL PRIOR TO _ Fcl:(30.5)028-5i i6 WINDOW INSTALLATION 1 1/4" 1 1/2" E.I MIN. INTERIOR 1/4"0 ULTRACON WITH 1 1/2" MIN. INTERIOR z MIN. EMBEDMENT INTO WOOD. o FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF S. O T F� z o I Q P4 r ,' • MIAMI—DARE COUNTY �-�w • • APPROVED MULLION h'4 F : • LP �" • • • (UNDER SEPARATE NOA) F+Z a••• ,•4 SHIM EXTERIOR EXTERIOR z .011 � • / " 1 KWIK FLEX SELF DRILLING ATTACHMENT TO WOOD Q0% (�) SCREWS S THROUGH METAL WITH MIN. • 000000 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE • :::: ' 0000 " •' ELEVATIONS ON SHEET 1 OF 8. METAL STRUCTURAL MEMBER BY •• OTHERS SHALL BE MINIMUM • ATTACHME&Vfb•CONCRETE 1/4" SHIM 18 GAUGE AND SHALL WITHSTAND •••• • • INTERIOR MAX. (TYP) ANCHOR SHEAR FORCES. • R9UGH 41 V600D BUCK INSTALLATION SHALL BE APPROVED :• ••: ' BY BUILDING OFFICIAL PRIOR TO W • • • •••••• DOOR INSTALLATION. O G7 • 1/4"0 KWIK FLEX SELF DRILLING •• ••• •••• •••••• • • • z d \ SCREWS THROUGH METAL WITH MIN. a •••• • •• 3 THREADS BEYOND THE SUBSTATE. • • • • �w " "• • • • FOR MAX. ANCHOR SPACING SEE 1/4-0 ULTRACON WITH O ELEVATIONS ON SHEET 1 OF 8. a INTO CONCRETE.EMBEDMENT MAX.'(TYIP) " EXTERIOR \ INTERIOR FOR MAX. Q SEE ELEVATIONSOONSPACING ATTACHMENT TO MULLION SHEET 1 OF B. N 4 .4 \ ! Z Ci� Z 1 1w4., INTERIOR raw O MIN. � EXTERIOR ATTACHMENT TO METAL STRUCT. W N F I 4 � O ODUCT UVIS D i Z 0 a. complying with Wo Florido Ngo kcvcptwm 140 EXTERIOR TYPICAL JAMB SECTIONS uiid FD0NG N DRAWING No. w8 13 °! ATTACHMENT TO CONCRETE ue aCo. — — 3 WITHOUT WOOD BUCK a 2,0_ DATE:05/16/1 SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SREEf 4 OF 8 OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY HIGH STRENGTH GROUT. HIGH STRENGTH GROUT. OTHERS. Sunshine WkKkIws MUST BE MIN. 3 KSI. MUST BE MIN. 3 KSI. MGnu(actufing,k. NON SHRINK, NON METALIC I I NON SHRINK, NON METALIC I I 1743 W.33rd Place PER ASTM C1107. I I PER ASTM C1107. I I (Pn "" "" I I I I 9952 F—(305)828-5118 EXTERIOR i i INTERIOR EXTERIOR i i INTERIOR WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD BUCKS MUST BE 7/8" MIN. ° 4 PROPERLY ATTACHED TO 1941-4 FLUSH BOLT 4 TRANSFER GLAZING SYSTEM O ENGAGEMENTLOADS TO THE STRUCTURE AND O V� INTO FRAME •• ° ° ° 7/8" MIN. APPROVED BY BUILDING A PW4 ° . , OFFlCIAL PRIOR TO WINDOW THROUGH M"K 5/8" FLUSH BOLT y,y •• {OLE, ••• • • iy ° ° ENGAGEMENT IN ' INSTALLATION • 1/4"0 ULTRACON WITH 1 1/4" MIN, INTO FRAME Z • • ""'• `.• EMBEDMENT INTO CONCRETE. THROUGH 1" X 5/8" f • •••• • • • ° • HOLE. ae ; FOR MAX. ANCHOR SPACING SEE ,..i • • ••••••. 4 .` ELEVATIONS ON SHEET 1 OF 8 AND • •••• • •• •• •• CLUSTER DETAILS ON SHEET 2 OF 8. 1" 1/4"0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. g d •••• ••••••ATTIEsaMENT TO CONCRETE MIN. EDGE DIST. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. • • FOR INTERLOCK CLUSTER USE 5/16"0 ULTRACONS WITH 1 1/2" 000• • •••• MIN. EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS ON a V� ••�••• • • SHEET 2 OF 8. W • • • • •• ATTACHMENT TO WOOD 00 ,goo* METAL STRUCTURAL GLAZING DETAIL URAI MEMBER BY • •"' • ' OTHERS SHALL BE MINIMUM a • HIGH STRENGTH GROUT. 18 GAUGE AND SHALL • •• 1ST BE MIN. 3 6SI. WITHSTAND ANCHOR SHEAR NON SHRWIG,• METALIC I FORCES. INSTALLATION SHALL 0.090" PVB INTERLAYER PER ASTM 91107.• I I BE APPROVED BY BUILDINGI 1/8" HEAT BY E.I. DUPONT.I OFFICIAL PRIOR TO DOOR INSTALLATION. STRENGTHENED 1/8" HEAT II GAS STRENGTHENED EXTERIOR II INTERIOR GLASS N EXTERIOR ARCHITECTURAL il PERIMETER TRIM 1/2" GLASS BITE (OPTIONAL) 7/8" MIN. (MINIMUM) SILICONE NGAGEMENT TYPICAL SILL SECTIONS DOW CORNING 899 INTO FRAME —1/4"0 KWIK FLEX SELF THROUGH 1" X 5/8" DRILLING SCREWS THROUGH HOLE. METAL WITH MIN. 3 THREADS $ BEYOND THE SUBSTRATE. PRODUCT REVISHID FOR MAX. ANCHOR SPACING me caoplywa wah the FWdde 1„ Beiidin>t Cod& �� DRAWING No. SEE ELEVATIONS ON SHEET 1 OF 8 AND pore No MIN. EDGE DIST. CLUSTER DETAILS ON SHEET 2 OF 8. LOS e FDO 1-13 :� CooVol 01—� SCALE: /73 ATTACHMENT TO METAL sGpLE; N.T.S.N. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET s GF e 4 15 2 s INTERIOR 2 »unshi >.»::ows Sunshine Windows B Manufacturing,Inc. 3 S 2 12 5 16 13 7 l6CT� 5 2 1 5 3 1745 W.33rd Pt— Ph; Pbhh=12 Pn:(305).364-6652 Fox:(305)828-5118 F A O 6 EXTERIOR C A o O 6 • 0000 REV. : •••: 000 • • •• DOUBLE DOOR FRAME WIDTH U U • •••• ••• IA*TALLATION NOTES • . 0410.410 po • •••• • •• 1.- FOR ANCHORS MAX. SPACING SEE DOOR ELEVATION ON • • • i?At�190F 8. F7 ••41• ••41• •••4141• rA FOR ANCHOR INSTALLATION AND CLUSTER DETAILS SEE 14 2.- 41 000• • SMSEP t OF 8 AND TYPICAL SECTIONS ON SHEETS 3, 2 W •00900 ' : 000: a„ .50 OF 8. 2 INTERIOR w • • • 3.-i01iNiAGHMENT INTO CONCRETE THROUGH B 0 (� 0:090• •41••• 1 X•WOOD BUCK USE 1/4-0 ULTRACON BY ELCO B d1ftA•I•t•/4" MIN. EMBEDMENT INTO CONCRETE 13 5 1 1 5 16 ••••• d1N0 0411/2" MIN. EDGE DISTANCE. r.a •• 000 •• • 4.— FDR ATTRCHMENT 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 o WITH 1 1/2" MIN.00D BUCK UEMBEDMENT SE 1/4- 0 ULTRACON BY CO INTO WOOD AND o 1" MIN. EDGE DISTANCE. (SEE CLUSTER DETAIL) O .6 EXTERIOR O Z 6.- FOR ATTACHMENT TO STEEL MEMBERS (18 MIN. GAUGE) SINGLE DOOR FRAME WIDTH 0 Q OR ALUMINUM MEMBERS (1/8" MIN. WALL THICKNESS) USE 1/4" KWIK-FLEX SELF DRILLING SCREWS. d 7.- USE HIGH STRENGTH, NON SHRINK NON METALLIC ' GROUT (MIN 3 KSI) BETWEEN THE DOOR SILL AND o THE CONCRETE SLAB CONTINUOUSLY ALONG THE SILL. i RODUCT REVISED HORIZONTAL SECTIONS IdIng i`g""°'a""'°`(de ORAw�NO No. ( mlal an No X6 FD01-13 DATE:05/16/13 e Comro1 01^2a— 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 6063—T8 SEE NOTE 1 2 GAS-48912 2 FRAME JAMB 6063—T6 ON SHEET 7 OF 8 8 3 GAS-45915 1 FRAME SILL 6063—TB Sunshine r MO11UfOCt N,Inc.In 4 GAS-46914 4 PANEL TOP AND BOTTOM RAIL 6083—T5 1745 W.33rd Place Hial5 GAS-46910 4 PANEL STILE 6063—T6 Ph!(,5)35FhAd33012 1 6 GAS-46917 3 / LEAVE HINGE 6063—T5 F-:(306)82a-6118 LE 7 GAS-46916 1 ADAPTER 6063—T5 O4 8 Gly-40928 AS REO'D FLAT FILL COVER 8083—T5 z 1 3 0 9 GAS-46911 OPTIONAL PERIMETER TRIM 6063—T5 H 10 ILY73 AS REQ'D / 10 X 1'SCREWS GRADE 5 STEEL �+ ay 6 ( 1 1 11 1M816 AS REQ'D j 10 X 1 1/2'SCREWS GRADE 5 STEEL F O W • EX1�RIN9 4 INTERIOR 12 SEALANT AS REQ'0 DOW CORNING 699 SILICYPRO YL i•� � F 13 W33321NK0020 AS REQ'D ULTRA FIN WEATHERSEAL BY ULTRAFAB.187 X .320 POLYPROPYLENE • ••• • 1 14 RA-209OL3RZA83BP 1 LOCK (LATCH) ZINC U („) • ••000• • 15 RA-209DZIABBP / LACK (DEAD BOLT) ZINC a -94 • ••0 • • • 1 16 FLUSH BOLTS 2 / LEAVE FLUSH BOLTS ZINC /STEEL • _ • LAMINATED L.M.I. RESISTANT GLASS 17 X109HT-100 AS REQ'D D SECTION FOAM RUBBER SEAL EPDMo ^ (1/8' H.S. GLASS + 0.09 PVB + 1/8' H.S. GLASS) (7 W •• • •• • BY E.I. DUPONT N g • • • • • 9 •• •••• • • • •la W 0 0 Ica ••9 l• 078" iv • 11 0 a o N o O to • ••• 1 �•• • •• ••• •••••: I� + 11 5.00 5.00 I 5.00 • O I I 3 r` N 667"(0 E r iE m i7t!, nON SEHEET7 OF 8 o .908SE NOTE I " K) •062" C 4.00 I I 4.375 VERTICAL SECTIONS I' 00 ® n o O © O o C1 M o o NOTE: o i 1.— 7/8'MIN. FLUSH BOLT ENGAGEMENT. � PRODUCTRBVTSBD a�oomply ft w9h W.Flerid8 DRAWING No. 3.50 .657 Bu11dImg O�dc-' AoapWm No FD01-13 ® O of—�"1� DATE:05/16/13 NlProduce Coni of SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 7 OF 8 TOP CORNER 2 10 BY 1" PH. PAN HEAD SMS TOP CORNER 2 # 10 BY 1 1/2" PH. .i......• "S?:r?y?:` FLAT HEAD SMS Sunshine Windows Manufaclu*,Inc. \ Wwod rd Pian• 1743 W.33r 33012 Ph:(305)384-8852 F-:(305)028-5118 E.,Fz d • •�•• •••• •••••• 2 10 BY 1 1/2" PH. •••• • •••• FLAT HEAD SMS H • \ d • e 2 10 BY 1" PH. PAN HEAD SMS BOTTOM CORNER \ I � / BOTTOM CORNER DOOR PANEL CORNERS d DOOR FRAME CORNERS SCALE: NTS < I os SCALE: NTS z - PRODUCT REVISED DRAWING No. DufldffaSCode omoyl% 1haPlolide FDO 1-13 A No DATE:05/16/13 SCALE: N.T.S. fA1O101 °d`PfoduvA i„`a FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 8 OF 8 MIAM!•D�ADE \� MIAMI-DARE COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w".minmldede.gov/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 11SWMI 9000 French" 9—Ft.A/E Outswing Aluminum Glazed Door—L.M.T. APPROVAL DOCUMENT: Drawing No. W08-91, titled "Series —9000 Altim. Outswing French Door (L.M.I.)", sheets 1 through 10 of 10, dated 11/11/08, prepared by Al—Farooq Corporation with the latest revision "A", dated 03/29/12, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LINIITATIONS:The Single Door with Transom is limited to Maximum Design Pressure DP=+90 PSF. 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. REVISION 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 Iiterature. If any portion of the NOA is . ... . . . . . .. displayed,then it shall be done in its entire • • • • • • • • .. . INSPECTION: A copy of this entire NOA sMIC bre �rovifa'd t8-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 renews NOA No. 12-0314.14 and consists of this page 1 and evidence pages E-1 and E-2,as ... . ... . ... well as approval document mentioned aboke. . . The submitted documentation Nvas reviewe j b&aime*.(6mi i-4. 000 • •• NOA No. 13-1007.07 MIAMFIME COUNTY yyc� Expiration Date: October 30,2018 t •;• •;• Approval Date: November 14,2013 t c ... Page 1 . .. .. . . . .. .. Sunshine Windows Manufacturine,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 08-0813.04 and 09-0413.09) 2. Drawing No. W08-91, titled "Series- 9000 Alum. Outswing French Door (L.M.I.)", sheets 1 through 10 of 10, dated 11/11/08, prepared by Al-Farooq Corporation with the latest revision"A", dated 03/29/12,signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 12-03-14.14) 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, Side-Hinged Door Systems, per FBC 2411 3.2.1,TAS 202-94 and per AAMA 1304-02 along with marked-up drawings and installation diagram of an Aluminum Outswing Glass Door, prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL- 5552, dated 09/09/09,signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 09-0413.09) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Side-Hinged Door Systems, per FBC 2411 3.2.1,TAS 202-94 and per AAMA 1304-02 along with marked-up drawings and installation diagram of an Aluminum Outswing Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -5554 and FTL-5556, dated 05/10/08 and 04/27/08, both signed and sealed by Carlos S.Rionda, P.E. (Submitted under previous NOA No. 08-0813.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Al-Farooq Corporation, dated 06/09/08, with the latest revision dated 09/15/08,signed Wr je4fg1�jEF WAjayoun Farooq P. E. (Submitted underprevie1is AIOANo..08-0813.04) 2. Glazing complies with ASTM AB00-I04 Jaime D.Gascon,P.E. Product Control Section Supervisor • NOA No. 13-1007.07 ExpirationDate: October 30,2018 • ••• ••• Approval Date: November 14,2013 . . ... . . . ... Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by Al--Farooq Corporation,dated December 30, 2013,si ed and sealed by Javad ad,P.E. (Submitted under previous NOA No. 12— .14) 2. Statement letter of no financial interest, co ormance and compliance with the FBC 2010,prepared by Al Farooq Corporation, dated 03/29/12,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 12-0314.14) 3. Private Labeling Agreement document in conformance to BCCO guidelines dated 04/09/09 signed by Jose Nunez. (Submitted under previous NOA No. 09-0413.09) 4. Laboratory compliance letter for the Test Report No. FTI -5552, dated 09/09/09, signed and sealed Marlin D.Brinson,P. E. (Submitted under previous NOA No. 09-04.13.09) 5. Proposal No. 09-0165 issued by Product Control, dated 04/02/09, signed by Ishaq Chanda,P. E. (Submitted under previous NOA No. 09-0413.09) 6. Laboratory compliance letter for the Test Reports No.'s FTL-5554 and FTL-5556, dated 05/10/08 and 04/27/08, both signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 08-0813.04) 7. Proposal No. 074070 issued by Product Control, dated 02/22/08, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 08--0813.04) G. OTHERS 1. Notice of Acceptance No. 12-0314.14, issued to Sunshine Windows Manufacturing, Inc. for their "Series SWMI 9000 9—Ft. A/ E Outswing Aluminum Glazed French Door-L.M.I2% approved pr W14J1?wid*11iritig on 10/30/13. . .. . . . . ... . . �--� - ••• •t• ••• •i• • • . Jaime D.Gasc6n,P.E. .. o .. . • Product Control Section Supervisor ••• ••• NOA No. 13-1007.07 Expiration Date: October 30,2018 ... ... Approval Date: November 14,2013 • • • . .. .. . . . .. .. 47" FRAME WIDTH In 40' m D.L. OPG. Z ; FRAME 7WIDTH 4 1/2"MAX. THESE DOORS ARE RATED FOR LARGE MISSILE IMPACT. / L F ;0: } SHUTTERS ARE NOT REQUIRED. CORNERS 4 1/2"MAX. HEAD/SILL (A Q CORNERS Q, SERIES 9000 ALUMINUM OUTSWING ENTRANCE DOOR / ! 1 a SEE CHARTS ON THIS SHEET FOR DESIGN LOAD CAPACITY OF Ij / ! SINGLE DOORS WITH OR WITHOUT TRANSOMS. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DOUBLE DOORS WITH OR WITHOUT TRANSOMS. DOORS CAN ALSO BE USED WITH SERIES 8000 OR SERIES 9500 STOREFRONT SYSTEM. FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE NOA FOR Ir---- 1 1 DOOR MULLION CAPACITY. THE LOWEST VALUE RESULTING FROM DOOR CAPACITY CHARTS - hs OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. o -_ DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER r. m }o ==== I __==== t==== • n INFILTRATION RESISTANCE IS REQUIRED. ^ - m i M1 0 11'i • U • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE \ II y 1 ^ ----'1�-•'=_-- s g •••• REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY \ II y �� a \ It � •• CL HURRICANE ZONE (HVHZ). \ It R k •••• ABY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY �I R \ ii • • SSS M n I •• TO TRANSFER LOADS TO THE STRUCTURE. _ I� _ -___SU_-• • M • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS •• ••• 4 •••• EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, j! Ij\\ ! ii \• •� • ••• It J • • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE \ •• • ••• n= ••• NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ACTWE ACTIVE •••• • MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THATsee: COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE •••• • REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. SURFACE APPLIED • FALSE MUNTINS 32 IS/18' m SURFACE APPLIED D.L. OPG. •• • m • ••• MAY BE USED p•L, OpG, 'N FALSE E QSES D.l. OPG. Iry •'�' • MAY 8£ lJSEO •• • � a• • DOORS LOAD CAPACITY - PSF 41 13/18" PR UC]'j WED 41 3/�8" • • ,O• V R • TAHL6 1 SINGLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (O/X) LEAF MOTH WY -lo -��1 O WIUTH ••• p ••• Ow7din8 LLdo i GLASS LOCKS HINGES AaePW><a No • B DOOR DIMS. TYPE 'A' I TYPE 'B' OPTION /1 OPTION /2 OPTION /3 OPTION 01 OPTION p2 TYPICAL ELEVATNNI gl tloo qsl• 2L� TYPICAL ELEVATION 3 FRAME FRAME EXT.(+) EXT.(+) EXT.(+) EXT. (+) EXT.(+) EXT.(+) EXT.(+) (( (( )( 3 WIDTH HEIGHT INT. -) NT. (-) INT.(-) INT. (-) INT.(- INT.(-I INT. -) `x� fill PmdupCaa9o1 `O/ 47" 98-i/2' 80.0 120.0 80.0 90.0 120.0 80.0 120.0 NOTE: • 47• Ilo-I/z• 90.0 1zo.o eo.a 9D.o 120.o eo.o 1zo.o GLASS CAPACITIES ON THIS SHEET ARE '°�'4 SEE SHEET 2 FOR GLASS TYPES OESCRIPTION BASED ON ASTM E1300-04 (3 SEC. GUSTS) 9< SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION AND FLORIDA BUILDING COMMISSION TABLE /2 ANCHORS LOAD CAPACITY - PSF DECLARATORY STATEMENT OCAO5-DEC7219 SINGLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) 1 4 SINGLE DOORS WITH OR WITHOUT TRANSOMS Ew:• (J91AD ^ i 1/4" SHIM SPACE 1/2" SHIM SPACE USE CHARTS AS FOLLO9I5 If ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCROR ANCHOR ANCHOR ANCHkpErl OR ANCHOR ANCHOR FOR THE CORIiE5PON01NG DOOR SIZE :•` DOOR DIMS. TYPE 'A' TYPE 'AA' TYPE 'H' TYPE'BH TYPE'C' TYPE 'D' TYPE 'A' TYPE 'AA' TYPE 'B' TYPE'BB' TYPE 'C' 1- FOR GLASS TYPE,LOCK AND HINGE OPTIONS-Y, \ N y� IRLODUCTREVISED FRAME FRAME EXT. (+) EXT. + EXT. (+) EXT.(+) EXT.(+) EXT. (+) EXT. +) EXi.(+) EXT.(+) EXT. r EXT.(+) OBTAIN loAo CAPACITIES FROM TABLE 1. "�; ascomplylog Nilh Ole Florida 8 ( ) ( ( ) 2-FOR ANCHORS TYPE/SI9MSPACE OBTAIN = .7. :- f3oOding Codo 1203 I A O WIDTH HEIGHT INT.(-) INT.(- INT. -) INT.(-) INT. (- INT.(-) INT. (-) INT.(- INT.(-) NT.(-) NT.(-) Acceplenes)•lo 1 1�E;14 LOAD CAPACITIES FROM TABLE 2. ' Q 40' 110-1/2- 104.0 120.0 120.0 120.0 120.0 120.0 88.0 88.0 1 120.0 120.0 1 120.0 3- TRANSOMS FOR SINGLE DOORS ARE LRAl r\F' \ •� fiyP6Titfan tanto O 13 drawing no. 47' 110-1/2- 89.0 El 108.0 IOS.O 120.0 120.0 75.0 75.0 108.0 Io9.0 120.0 TO 190.0 PSF \V.• ? '' w08-91 it 1 OR. <. BY I[uc tr:-�.:: SEE SHEET 3 FOR ANCHOR DESCRIPTION THE LOWEST VALUES FROM STEPS t, 2 AND 3, (..0 2012 WamfDadoPmductControt�� sheet 1 of 10 WILL GOVERN. ADp F„ J V.V 1/4"HEAT STREMD GLASS 1/4"HEAT STREN'D GLASS FRAME WIDTH m CLUSTER OF 4 OR 8 .10 FO 090"INTERLAYER 090"INTERLAYER f-AT D.C. HEAD Z j BUTACITE PVB SENTRYGLAS 4 1/2"MAX. / SEE3CHART FOR CAPACITY 0 BY'DUPONT' BY'DUPONT' HEAO/SILL CORNERS 1/4"HEAT STREN'D CLASS pp.. 1/4"HEAT STREN'D GLASS Imo` Q d£I U SILICONE G SILICONE DOW CORNING 983 m DOW CORNING 983 111 'i DOW CORNING 795 DOW CORNING 795 C t! �1pW I f ' si \ .• DOUBI E ODORS WITH OR WITHOUT TRANSOMS / n/ // • •••• GLASS TYPE 'A' GLASS TYPE 'B' USE CHARTS AS FOLLOWS �(. 9/18.OVERALL 9/18"OVERALL FOR TH CORRESPONDING DOOR SIZE o ♦ � ,y • • 'L • �. __1' ________ i �� •• • x a0 • 1- FOR GLASS TYPE,LOCK AND HINGE OPTIONS = 33 =_- f I �� • fe • GLAZING OPTIONS OBTAIN LOAD CAPACITIES FROM TABLE 3. 0000 2- FOR JAMB ANCHORS,TYPE/SHIMSPACE OBTAIN .• o i( ___=_==.!!fes • LOAD CAPACITIES FROM TABLE 4. ��" I I •••i 9000 3- FOR HEAD ANCHORS.TYPE/SHIMSPACE OBTAIN \ �t yy LOAD CAPACITIES FROM TABLE 5. ==11----- •�• �F • THE LOWEST VALUES FROM STEPS 1,2 AND 3 \ li--- /� 'o • U ••• WALL GOVERN. •• lJ \Vll /00004 0,r i00• DOORS LOAD CAPACITY - PSF ___ILS _ I I / • O O •••• TABLE X13 DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (O/XX) •• • • n M • GLASS LOCKS I HINGES li \ ! / :00:4 h� t •• DOOR DIMS. TYPE 'A' TYPE 'B' OPTION p1 OPTION /2 OPTION X18 OPTION /1 OPTION f2 1' B \\ `' • h ,Y• •••• FRAME FRAME W.(+) EXT. (+) EXT. (+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) I •• WACT IOTN HOGHT INT.(- INT. -) INT. (^ INT. -) INT.(-) WT. (-) INT-(-) • • 89" 98-1/2" 80.0 90.0 80.0 90.0 90.0 80.0 90.0 INACTIVE I • • I ^ •••• gg" 110-I/2" 60.0 80.0 80.0 80.0 80.0 80.0 90.0 • _ • SEE SHEET 8 FOR LOCKS AND HINGES DESCRIPTION SURFACE APPLIED 32 15/16• 32 15/18" mT,7 FALSE MUNTIED JAMB ANCHORS LOAD CAPACITY - PSF MAY BE USED D.L.OPG. D.L.OPG• TABLE �k4 DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (0/XX) 41 13/1 " 41 13/18" ,D 1/4" SHIM SPACE 1/2" SHIM SPACE NSWRIO LEAF H LEAF WIDTH ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR PRODUCT'IU-'060F DOOR DIMS. TYPE 'A' TYPE'AA' TYPE 'B' TYPE 'HB' TYPE'C' TYPE •D' TYPE 'A' TYPE 'AA' TYPE 'B' TYPE 'BB TYPE 'C' as Id;;n&omo NS�WIb 1be P1eTW9 CLUSTER OF 4 I c DuiLdn6 HORS AT$ILL TYPICA_ ELEVATION p FRAME FRAME EXT. (+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT. (+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) Accept: ALL CASES WIDTH HEIGHT INT. (- MIT. -) INT.(-) INT,(-) INT. - INT.(- INT. - INT.(-) INT. (-) INT.(-) IM. -) B1Wi TYP. (XX) w 75" 110-1/2" 90.0 90.0 90.0 90.0 90.0 90.0 90A 90.0 90.0 90.0 90.0 t 79 0 79.0 90.0 90.0 90.0 By i Dade PToducl SEE SHEET J FOR ELEVATION(0/XX) S9" 110-1/2" 90.0 90.0 90.0 90.0 90.0 90.0 Mhem SEE SHEET 3 FOR ANCHOR DESCRIPTION ci o- TABLE 8 HEAD ANCHORS LOAD CAPACITY - PSF GLASS CAPACITIES ON THIS SHEET ARE e DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (0/XX) 1/4" SHIM SPACE 1/2" SHIM SPACE BASED ON ASTM E1300-04 (3 SEC. GUSTS) $< ANCHOR ANCHOR ANCHOA ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR AND FLORIDA I qUILDING COMMISSION TYPE•A' TYPE'M rYPB•B' eE•ae ryeE'c'TYPE'd Tres 'A' TYPE'M' TYPE'B' eE'n rreE C. DECLARATpRx,$TATEMENT DCA05-DEC-219 4 CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUS[BR CLUSTER J ANy4D - DOOR DIMS. OF 4 OF 8 OF 4 OF 4 OF 4 OF 4 OF 4 OF 4 OF 8 OF 4 OF 6 OF 4 OF 6 OF 4 OF 4 ,r; JC i 3 + XT. + EXT. + EXT. + EXT. + EXT. a EXT. + EXT. (+) EXT. (a) EXT.(+) I PROI)UCTREVISBD EXT. + EXT. + EXT. + EXT. + EXT. + EXT. E ( ) ( ) ( ) ( ) ( ) ( ) FRAME FRAME O ( ) L ) ( ) ( ) O :4LC tL. WIDTH HEIGHT INT.(-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT.(-) INT.(-) INT. - INT. -) INT.(-) INT.(-) INT. (- INT, (-) INT. -) .; complyl9g with"F111dd9 1 I9RdID6CoN 12-03 .I+ 7$• 90,0 - 90.0 90.0 90.0 90.0 90.0 76.0 90.0 76.0 90A 90.0 - 90.0 90.0 + b 98-1/2" 90.0 AhSVtmlcoNO gg• 76.0 90.0 90.0 90.0 90.0 90.0 90.0 64.0 90.0 64.0 90.0 90.0 - 90.0 90.0r-,�{�(TeDM1 fYAIO (3 75" 110-1/2 80.0 90.0 90.0 90.0 90.0 90.0 90.0 67.0 90.0 67.0 90.0 90.0 - 90.0 90.0 drowieg no. p p g9• 86.0 90.0 90.0 90.0 90.0 90.0 90.0 57.0 BBA 57.0 86.0 82.0 90.0 90.0 90.0 'g-'A 6 LrO�h!•n•`1�4yal�n�13 ProdUCI Ca h 1�1 Wo8-`� SEE SHEET 3 FOR ANCHOR DESCRIPTION N. zU�2 sheet 2 of 10 TYPICAL ANCHORS: SEE ELEV. FOR SPACING �• {�V FRAME WIDTH gq� F— _. — _ — _ — — — 82" 1/4- DIA ULTRACON BY'E1 - ' (Fu-177 KSI,Fy-155 KSI) D.L.OPG. Z =` A: INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-3/8" MIN. PENETRATION INTO WOOD 4 1/2"MAX. a THRU 1BY WOOD BUCKS INTO CONCRETE I HEAD/SILL F CLUSTER OF 4 ANCHORS WITH 1-1/4"MIN. EMBED INTO CONCRETE CORNERS ALL CASES DIRECTLY INTO C90 FILLED BLOCK WITH 1-1/4" MIN. EMBED INTO MASONRY t--Tut-DIRECTLY INTO CONCRETE m ii li _ ii w WITH 1-3/8" MIN. EMBED INTO CONC. J I ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY - 2-1/7' MIN, INTO WOOD STRUCTURE - 1"MIN. 1/4"DIA HILTI KWIK CON III BY 'HRTI' (Fu-183 KSI, Fy-157 KSI) / \ 6: INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-3/8"MIN. PENETRATION INTO WOOD TI4RU IBY WOOD BUCKS INTO CONCRETE I - ni WITH 1-1/4"MIN. EMBED INTO CONCRETE E \ DIRECTLY INTO C90 FILLED BLOCK I x // WITH 1-1/2"MIN. EMBED INTO MASONRY Nq -__- --- w / \ • 88: DIRECTLY INTO CONCRETE 13 • WITH 1-3/8'MIN. EMBED INTO CONC. �� •• • U • ANCHOR EDGE DLTANCEc_ \ $ J • • S N • •••• INTO CONCRETE AND MASONRY - 2-1/2" MIN. w \ n / • r�r�11 M •• • I INTO WOOD— — —STRUCTURE - MIN. _ — — — \ ii f / • • M 1 • \ n / 5118"DIA ULTRACON BY 'ELCD' (Fu-177 KSI,Fy=155 KSI) --__ ii \ i // ••••• •• ��.. ••• C: DIRECTLY INTO CONCRETE I 11 / •••• • f3 d • • WITH 1-3/8"MIN. EMBED INTO CONIC. ri }} / • ••• _ .i ••• ANCHOR EDGE DISTANCES I } •••• • •••• INTO CONCRETE AND MASONRY 2-1/2" MIN. INACTNE ACTIVE •• 04, • INTO W000 STRUCTURE - I"MIN. •• •• •• • SURFACE APPLIED ••• • UN • — — — — — — — — — � • •• • FALSE MTINS O.L.OPG. D.L.OPG.32 i5/18" 32 15/18• • 814 CMS OR CFC DRILLING SCREWS (F-02 M Fy-120 KSI) MAY BE USED • ••• 0: INTO METAL STRUCTURES I 41 13/1 4I 13/18" n ••• STEEL : 12 GA MIN. (Fy - 36 KSI MIN.) LEAF H LEAF WIDTH • I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) CLUSTI (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHORS EATSILL-7 TYPICAL ELEVATION ANCHOR EDGE DISTANCES I ALL TMS (O/XX) INTO METAL STRUCTURE - 1/2" MIN. • L_ — — — — — — — — — _ J SEE CHARTS ON SHEET 2 FOR DOOR AND 7RM1SOM LOAD CAPACITY o CONCRETE /'c : 3000 PSI MIN. MASONRY I'm 1500 PSI MIN. •�r � 4 Ji h i pRODUC'1'RBN13W76Dp� r. 3e • ae Yl ,,Aj'jfl O •rte.- IT wowlyPRODUCTRBVISBD I l DufldingCode 17�J, OO � ,NO 8u8N�lyng�th6m J WOOD BUCKS AND METAL STRUCTURES NOT BY SUNSHINE WDW. Accepl Dp1s T - Acmplom Notdraw— nJo syfwu�' F Ev, Dme o MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND S T s` s r . W08-91 TRANSFER THEM TO THE BUILDING STRUCTURE. M Pro6M •r F1' Mrami�Dado'produq CwumtFIR 09 2012 I /•., sheet 3 0 10 TYPICAL ANCHORS METALu SEE ELEVATIONSIBY WOOD BUCK TYPICAL ANCHORS STRUCTURE m FOR SPACING 2BY W BUCK SEE NOTE SHEET 1 SEE ELEVATIONSOR _ FOR SPACING STRUCTURE MIAM1-DARE COUNTY APPROVED I. ,< ' MULLION h MULLION ANCHORS m 11SEE SEPARATE NOA 0 rr CIL E1 u E1 0 I � 2 y N I � N IL AV rN WN F.{ 00 17f mss• pQpQ 3i a V 2 Ss N 18 fY g 101 Mi �{I'_ TYPICAL ANCHORS1mK;�• PHOT HINGES / --- TYPICAL ANCHORS SEE ELEVATIONS LL4 OPTIONAL TO/// SEE AN FOR SPACING • BUTT HINGES M7 FOR SPACING 2 M1 • • • O • EgH •• • • • m_ • O M{ O N{ TYPICp��/�� •• � � •••• 10t SEE ELE\�7fL�I5 E4 E4 FOR SWI --------------- I 24 9 i 24 e. I j•��,• • � • OC MS My T•!I• • g � :••• Ms YS •• �:r • n. 44 ••• • N 0 DOOR CLOSERS OPTIONAL R N M M q • W WALTERNATE �. MS I 3 QQ E21 9 • TO W/RIPPED LEG ii 24 i E9X M8 i I V ES DOOR HEAD N4 SERIES-8000 FRAME OPTION e o PIVOT HINGES oO-i o r 1 MI OPTIONAL TO 20 BUTT HINGES O PRODUCf RBNBWHD c< a•mDUCr DOORS SHOWN WITH SERIES-9500 FRAMES © DolldingC9de A� O� CAN ALSO B€ USED WITH SERIES-8000 FRAMES. M7 I A—ptarce Nb•a�7�yc�1�5y�j� �, E2 E I M31 B�pw1l°ry17Mar."" Engr.JAY '• •, 3 MI r I -, L _� _ \ AY' iT�,p� - ^ Miami Dade PmduN .:C1-N: •c� PRM=�WRh aw Radio 'U ' sun D�. 'Z Ilk 14 CONCRETE '. • ° .: CONCRETE •....:• v 1 N 3000 PSI INS v HIGR STRENGTH GROUT 3000 PSI MIN. • v ° HIGH STRENGTH GROUT c\Y` '2 drowin no. 7@PICAL ANCHORS I•o s 5000 PSI AIN. TYPICAL ANN. CHORS 1 NOT BY SUNSHINE 5000 PSI A FV H'• •! < - W08-91 NOT BY SUNSHINE WINDOWS 1A0AO FAadYU COOVaI SEE ELEVATIONS MUST TRANSFER SHEAR SEE ELEVATIONS MUST TRANSFER SHEAR FOR SPACING LOADS TO STRUCTURE FOR SPACING LOADS TO STRUCTURE F co 1/2" MAX. O O 1/2-MAX. �4,V LOAD BEARING SHIMS SEE CHARTS IS J 23 M7 M2 1 Ii 24 MB MB 4 11 1 14 tE14 N7 2 E 15 LOAD BEARING SHIMS 1/4-EMAX. SHEETS 1 k 2 SHEETS I & 2 SEE CHARTS LOAD BEARING SHIMS T. SEE CHARTS SHEETS I k 2 � F w a METAL o t7 TYPI ANCHORS STRUCTURE O SEEa O SPACING n Z2 WOOD a" Z��yggq(J I -- STRUCTURE a Q ' < EXTERIOR TYPICAL ANCHORS D.L.O. SEE ELEV. FR SPACING • J On C ALTERNATE 1/2-MAX. TYPICAL ANCHORS • TYPICAL ANCHORS 13 M9 E13 9V MB M5 M5 E9V I 1 1 14 L $EOAD E iCNARTS MIS SEE ELEV FOR SPACING •• • • U • SEE SLAV. SHEETS 1 & • • q N ••• FOR SPACING LEAF WIDTH • • • s FRAME WIDTH of COmPIYFNdd• Tg • 0 • N��j •••• ABxpwtee I b � ••••• M M O1 • LLL • MWni PradudCaoW1 1 - ••••• • ••• i/2`MAX E15 311 M7 It MB 24 M6 1 M6 1 IE 12 12 14 14 1 M6 V • • LOAD BEARING SHIMS • • _ i ••• SEE CHARTS • • • SHEETS 1 2 - -- •••• • lay - •••• WOOD BUCK7777 I • c� • DOOR JAMB ••• - SERIES-8000 FRAME OPTION • — — - O - DOORS SHOWN WfTH SERIES-9500 FRAMES CAN ALSO 8E USED WITH SERIES-8000 FRAMES. 4• o� c D.L.O. O.L.O. Enqn JAVAO MOM EXTERIOR p;mL+ i C.MN.3538705 PRODUCT REVISED ✓''` n+aoogdyiog with Ow Florida TYPICAL ANCHORS pP8dI11g�0c t2'0314.►4 a C4ePt6nca No SEE ELEV. M9 E13 EB MS M5 E9V 1 EBL 611 t 1 E9V M5 ]' ''b] FOR SPACING •K �1w0UWtB�tc7S�bTJ0�4' 09 LEAF WIDTH LEAF WIDTH �Q drt1W� no. egt ` � W08-91 FRAME WIDTH �m�'°l�� ,p•: :�('� �i; sheet 5 of 10 TYPICAL ANCHORS TYPICAL ANCHORS V SEE ELEVATIONS SEE ELEVATIONS rn FOR SPACING FOR SPACING O M EIS 3H MT) T2 MT3 24 MT2 Z r e - 1/2"MAX. Q Zd LOAD BEARING SHIMS F SEE CHARTS lu a. SHEETS I R 2- 24 N I N fL t7j g U O TI 141 = i{ O i 8 �4 n ¢q ALTERNATE 8 011119.M({{ 0 T4 0 4aQ S a 1 1 `aj yy�6� yFa$11 � �• ie�� 0 0 I TYPICAL ANCHORS .• ° EXl'ERIOR W W SEE ELEV. • • • FOR SPACING T3 • _ e a^ • J — •••• c W � W 1 1 D.L�1lPd.••• • � o NS P i I FRAME WIOTH •••• • • z I i T9 TRANSOM• • •• T4 i i SERIES-8800 FRANWO• • W ••• a • • 1 Soo I 1 TB • • • Et i 1 1/2'MAX. •••••• M 2£ • ALTERNATE • LOM BEARING SHIMS T8 T7 • T • 11--� © 19 © SEE CHARTS • • • yt •••• 24 Gi SHEETS i h ALTERNATE • • •• W T3 W • Y7 • �2 — M7 • I MI CLI CL— Im YI M4 O TYPICAL ANCHORS pp M4 SEE ELEV. -. y FOR SPACING 7W Y4 Tt0 EXTERIOR N rul YS MS FRAME WIDTH �o � c� Zi —TRANSOM JAMB S .••9��HS,ti.B AMES OPTION 9t o J Elpr,. AT MAO•., T ,' a > mE F _ M I PRODUCF RBNBV/BD .: ooOp�IPI F9gBwi1 duh Pimlllg lx �' as oo�PlYb8 w86tW Flerids l� lid 99�gyyCodo �I i TRANSOM TRANSOM Btdlding Code O O puce No�Z'�j SERIES-0800 FRAMES SERIES-8000 FRAMES OPTION AOCePton're No F- r' n ! O $xpTlitiQn Oma O,j 3sst4�' drowing no. ` y ti• W08-91 Ay— FL `i Daft Q.Miami Dario Ir1i1 ._ . Miami Dade plodnN Confro'1 _ Ip 12 �4 sheet 6 of 10 .0904.970--y 4 T1'P. I -2.500� -..{ .354 1.953 � .070 �4.969� 190 II I . Z 2.500 .200 2.500 .090 1.750 ZSoo 2.750 .200 3.88 L DOOR STOP 076 C2.� 5.000� -IF -2.485 0 19531A83 220 3.984 F ,FFF4�iii za� � 8 F- 4. Q TRANSOM HEADER r Et DOOR HEADER •110 .�0 .500 Ts-� TRANSOM HEAD S-8000 rt 2.232 Ets JAMB FILLER J 1.000 3.984 'a ,.110 I•� 289 110 •T E3 2.032 �--� DOOR STOP COVER •127 LL 1u v s DOOR JAMB 3.937 200 .060 1.118 1.117 2.750 Z 3.383 .320 1.881 .127 1.750 _ 4.87494 y 2.437 I T4 HEAD COVER T azs 076 2.250 .312 1.000� 1.000 el 4.969 L TRANSOM a�f � Eto I.000 rto GLAZING ADAPTER re HORIZONTAL•Ai DOQR S-80% 320- � I CORNER BLOCK � � >t�i• • 3.500-_-I ••f• 2.905 f •1.750 0.N E4 TOP RAIL 1.610 ,.d,7 s78 I � ' a.aaa • a f .320 .070 •• • M • Ea HINGE/LOCK STILE TMP• 1.250 .070 •• •• T . • • I .158 •f f•• • � W3 � ••• 4.374 4- r2 TRANSOM ADAPTER 09� 2.000 �1 a73a 3.229 ,� • • 3.436 ivP. s.000 s.asr f • Ito 910 • •• • 6 • 110 }- Ele CLOSURE DOOR STOP ;�. r ,- .. ..f .320 .960 1.000 • f• • •• ••• 5.000 .125 2.250 835 1!_ _� • • 7.437 A80 8.500 .250 • • .2�6 • • 1.000 150 re ,IAMB FILLER S-8000 r7 TRXNSOM*JAMB S-UQ °� "• 3436 1427 080 r3 TRANSOM GLASS STOP • E7 1.786 1.746 .654PR C.RMBWP.D o$ MEETING STILE - INACTIVE LEAF 283 as a�dybre wldr on Flows .062 .603 'M D IdN6 COd0 TYP. 4.374 1.950 1.332 A is"No �_ 2.232 36 3.438--�{ E� GLASS STOP �� 1.11 7 1.000 u 110 .320 1.972 M._1 Dade Product Control ES BOTTOM RAIL 1.141 E20 E11 DOOR SWEEP CORNER PLATE " ,25 ,.` ;,A TRANSOM GLASS STOP S-6000 8 • 2.446 2.250 E ,zs t.9'so .122 �'P ;Q2.) pncwucrl:owseD soo I _ 5 as conwlybre wl1 IM Ploriao E F7 .122 �� ,5� 3.436 .! �.5[°° "� A3ild' 12-0,34.34 a - � t^ 4.500 i ,SCF BxprrarmrDelC 4.933 EB 1.203 �y r,I�`,��. drowmg no. O ." fL0 V3amiUndo�od�uaC'milrol� W08-91 LS- 2 THRESHOLD MEETING STILE - ACTIVE LEAF Et4 LOCK BACK UP PLATE E2n ALTERNATE THRESHOLD h. ITEM/ PART N QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS ITEM / PART/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 ES9012 1 DOOR HEADER 6063-T6 - Ti ES9506 TRANSOM HEADER 8063-T6 - £2 ES9014 1 THRESHOLD 6063-TB - 72 ES9019 TRANSOM ADAPTER 6063-T5 - 3 E2A ES9015 I ALTERNATE THRESHOLD 6063-T6 - T3 ES9018 TRANSOM GLASS STOP 6063-T5 - O E3H ES9013 2 DOOR JAMB - HINGE 6063-T6 - T4 ES9502 MEAD COVER 6063-TS - F E4 ES9001 2 TOP RAIL 6063-15 - MTI /10 x 1/2'F.H.ST/ST SMS E5 E59002 2 BOTTOM RAR 6063-T6 - MT2 TRIM GASKET - - C g 8 ESH ES9003 2 HINGE/LOCK STILE 6063-TS - MT3 INTERIOR SPACER 1/4'-x 1/4' E7 ES9006 1 MEETING STILE - KIACTtVE LEAF 6063-75 - MT4 SETTING BLOCKS 1/16'x 3/4' - - ^� A, E8 ES9007 I MEETING STILE -ACTIVE LEAF 6063-75 - T5 E58005 AS REDD, TRANSOM HEAD 5-8000 6005-75 E9H ES9004 4 HORIZONTAL GLASS STOP 6063-75 - TO ESSO13 AS REGO. HORIZONTAL AT DOOR 5-8000 8005-75 - y elmp qqq E9V E59004 4 VERTICAL CLASS STOP 8083-75 - T7 ES8012 AS REOD. TRANSOM JAMB 5-8000 8005-T5 EIOT ES9008 4 CORNER BLOCK-TOP 8063-T5 - T8 ES8003 AS REDD, JAMB FILLER 5-8000 6005-75 EIOB ES9008 4 CORNER BLOCK - BOTTOM 8083-T5 - T9 ES1K106 AS REOD. TRANSOM GLASS STOP 5-8000 8083-TS - • _ E11T E59009 ♦ CORNER PLATE-TOP 6063-T5 - TIO ES8014 AS RE00. TRANSOM CUZI1�ADAPTER 6083-T6 - Z E11B ES9009 4 CORNER PLATE-BOTTOM 6063-T5 - yr7t Z E12 ES9010 4 SUPPORT ANGLE 6063-T5 3/4'X 1'X 1/8"X 9'LONG ••• \V E13 ES9011 AS ROD. HINGE BACKUP PLATE REINFORCEMENT 6063-T5 - • • • •••• E14 ES9020 I LOCK BACKUP PLATE REINFORCEMENT 5063-T5 - •• • ••• •• EIS E59018 AS ROD. JAMB FILLER 6063-T5 - ro EIB ES9017 AS ROD. REINFORCEMENT 6063-T6 •••••• •• d�. •••• E17 ES9021 I/CLOSER CLOSER SUPPORT CLIPS(PAR) 6063-T5 - •••••• Z •••t E18 ES9022 1 CLOSER DOOR STOP 6063-T5 - •••s • • E19 ES9023 I/CLOSER CLOSER COVER PLATE 6063-T5 - •••••• 0•• W W Y ••• E20 ES9005 ODOR SWEEP - - �` S ` ••• E21 E59051 DOOR STOP - •a:••: •• a N E22 ES9052 DOOR STOP COVER - - •• •• •• �O M R♦ ••:• MI 28 #12 x 1'P.H.ST/ST SMS - - •••••• rM'1 th M2 AS ROD. /12- 24 x 1/2"F.H.ST/ST MS - - • • • • M3 18 /8 -32 x 1/2'P.H.ST/ST MS - - • M4 16 3/8' - 16 x 1"HEX.SOLT - - • • •• .pq M5 AS ROD. WEDGE GASKET - - • • • I U7 i •••• MS AS ROD. SPACER GASKET - _ •• • •• m • M7 AS ROD. BULB VINYL - • - O MB 8 SETTING BLOCK - - M9 AS ROD. HINGE 4 1/2'x 4" - - M12 1 3 POINT LOCK - - M13 1 KEY CYLINDER - MI4 1 THUMSTURN M15 1 2 POINT LOCK - - M18 1/LEAF DOOR CLOSURE M17 2 PUSH- PULL MID W13273W AS ROO, PILE - WADER - M20 W23451 NK AS ROD. PILE- MTC STILES - - M22 - I/CLOSER CHANNEL SPACER 5/8'X 1-3/4' M23 2 THRESHOLD CUP M24 AS ROD. STRUCTURAL SILICONE M25 AS ROD. SILICONE - M28 2/CLOSER 1/4 - 20 x 2"HEX. BOLT - - M27 3/CLOSER /10 x i'P.H.ST/ST SMS - - nqr:JAVAD AHMAD t M28 6/CLOSER #10 x 3/4'F,H. ST/ST SMS - - CIVIL M29 3/CLOSER _ _ FU.PE/70592 /10 x I"F.H.ST/ST SMS C 3538 PRODUCTS With PRODUCE RBNBWBD ss complyln8 with the Floridn U30 AS ROD. /6 x 1 1/2"F.H.ST/ST SMS - - eccomPlyingwllhdieFla114A BIdltNugOodo y � a , M31 W13351 NK AS ROD. PILE- DOOR SWEEP _ _ Building Code ... Auepinnce No ,a3 c Accc Ip1IVA Nu'1.3 oo � y� A1Ol af3 d1,rowinpg �nLo. M32 W13275NK AS R00. PILE - HEADER By M19nIl De Prodlicl C Plodoct C.11-1aNrol�, yrOv—`�� PR AY 0 2 ZOi Mixmi Dadc l sheaf $ Of Q LOCKS' V OPTION #i: OPTION #2; OPTION #3: t ACTIVE LEAF: Z CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY KEY OPERATED THREE POINT LOCK SYSTEM BY 01 'JACKSON PANIC SYSTEM' /1285 LOCATED AT 41" 'JACKSON PANIC SYSTEM' #2086 LOCATED AT 41" 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & F FROM SILL AT EACH LEAF. FROM SILL AT EACH LEAF. BOTTOM OF LOCK STILE AND A THUMB TURN ON THE a FASTENED WITH FASTENED WITH INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL (1) #14 X 1" HH SELF DRILLING SCREW AT ONE END AND (1) #14 X 1" HH SELF DRILLING SCREW AT ONE ENO AND FASTENED WITH (2) /12-24 X 1/2" OH MACHINE SCREWS AT OTHER END (2) #12-24 X 1/2" OH MACHINE SCREWS AT OTHER END (2) f12-24 X 1/2" FH MACHINE SCREWS S ° OR OR INACTIVE LEAF: T" CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY MANUALLY OPERATED TWO POINT LOCK SYSTEM BY 'ADAMS RITE' LOCATED AT 40" FROM SILL 'DOR-O-MATIC' LOCATED AT 40" FROM SILL Z y AT EACH LEAF, AT EACH LEAF. 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP FASTENED WITH FASTENED WITH BOTTOM OF LOCK STILE AND A THUMB TURN ON THE v'� (2) #10-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2) p12-24 X 1/2" FH MACHINE SCREWS AT ONE END FASTENED INTERIOR, LOOTCHATED AT 40" FROM BOTTOM OF PANEL 4 3 (2) #10-24 X 1/2" FH MACHINE SCREWS AT OTHER ENO 3/8"HEX STEEL TIP Zrh: (2) X18-32 X 1/4" PH MACHINE SCREWS - BOLT GUIDE STEEL WITH THREA DDENDS o m • • W PANIC EXIT DEVICE • ••• roi M N1 • OPTION #1 OR #2 •••••• r7 J t • $ • THREwoIv •. ii ; R .. ...• . 4 000 ... OPTION #1: OPTION #2: •••••• •i: • OFFSET PIVOT HINGES 4 X 4-1/2" ST. STEEL BALL BEARING BUTT HINGES 00000* •• ••• • • • ALUMINUM AT TOP AND BOTTOM LOCATED AT •• • •� • FASTENED TO FRAME AND THRESHOLD WITH 11' FROM TOP & BOTTOM AND AT MIDSPAN • • • • #10-24 X 1/2" FH THREAD CUTTING SCREWS FASTENED TO DOOR FRAME AND LEAF STELE WITH • • • c ••• (2) AT THRESHOLD, (2) AT JAMB BOTTOM (4) #12-24 X 1/2" FH MACHINE SCREWS PER HASP ••• (3) AT FRAME HEAD • HEAVY DUTY BRASS OR BRONZE AT MIDSPAN FASTENED TO FRAME AND LEAF WITH (4) 1/4-20 X 5/8" MS Qin c `�. 3 1?EJF 705i2-. PjtODUCT REVISBD - n PRODUCTRENEWED r; N'3 +�=icmnpIying%v0h the FWde a+aom yipS%vith dw HOMO .c� L'q7 Pwwe N `2 0314.1 yy ■ d Building = =AcepWwe No "}° Accepim, j .0 Expia0.on Pnwj_Zo/3 { Browing no. EXTERIOR u5 EXTERIORLir'. 4\'` 'o+�(� l9 sheet 9 of 10 1 010-24 X 1/2" Z TOP RAIL FH THREAD I Z WELDED TOI ,a CUTTING SCREWS I ul 6 VERT.STILE U a �4p4p4pr /10-FH THRE/2- _@�1�& AD CUM NG SCREWS a �Yq! M4 Tlr= �l l • m PIVOT THRESHOLD CORNER •••• • •••: toT • • •• Li FRAME TOP CORNER • • llf •• •• • •••• M2 • • W • •)•• tn •• 3 • • , YQ/ • • I t I 2 lk I i � I a MI � i� M2 /� !z: 8 c i BOTTOM RAIL � WELDED TO � `"�„uUep1/, VERT.STILE �,`L t1\t�RES{�OLD CORNER L iEd, AD' yl O y ' 5�� . Ffr,ODUC'y REV)SEU ^ 1t8 F7ato �W/Z �S r - e'�L^P)Y1aYwilhUwFlorida DelldmBce&12-0314,f+ S a s AXKeglanw No bul i Dad!Fradwl C0a1Uo1 1 . teA Polo!' 3� M2 �\, drawing no. W08-91 F19 ;w ,i�rodt� THRESHOLD THRESHOLD CORNE1 REQ' G' sheet 10 of 10 C v4AS-TC,e S +4) MIAMDADE MIANII-DARE COUNTY EMS PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONI C ( 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3t5-2599 NOTICE OF ACCEPTANCE O www.miam1da4&Xoy/cconomy Sunshine Windows Manufacturing,Inc. MOW 1745 W.33d Place Hialeah,FL 33012 SCOPE: This NOA is being issued under the applicable es 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`14302"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 ofAcceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be availablefor iApe c poi atue:ob site at the request of the Building Official. This NOA revises and renews NOl1,#15.20211.0p inconsists of this page I and evidence pages E-I and E-2,as well as approval documenf mend' ne(fAbode. • •• The submitted documentation was reviewed by Manuel Perez,P.E. .. .. . . % NOA No.14-0807.19 Mla►rttnaotecourtrY Expiration Date: September 11,2019 •'+ � ••• Approval Date: October 09,2014 Pagel . .. .. . . . .. .. ... . . . ... . . Sunshine Windows Manufacturing;Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's diedrawings and;sections. (Submitted u tder'X0A# 03-0314.07) .2. Drawing No PW0144,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. B. TESTS 1. Test reports on: i)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 aluminium 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,complying with FBC 5'b Edition (2014) dated July 21,2014,prepared, signed and sealed by Francisco Hernandez,P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) ft�T r •:• •• •;' •'• •e e Mank�f lie Ecz,P.E. • • ::• ; Product Co6trol E-aminer • •• 0 0 NOA No.1 0807.19 Expiration Date: September 11,2019 • ... ... ApproVal Date: October 09,2014 . . . . . . . . . . .. .. . . . V •• . . . ... . . ... 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 DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. F. STATEMENT'S 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. (Submitted un(ler NOA#03-0314.07) 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. .. ... . . . . . .. . .. . . . . ... . ��L'/ if • ••• • 0:0 • •• Manuel Per , .E. • Product Control EAS lner . .. . . .. . . . . . "• ••• NOA No. 14-0807.19 Expiration Date: September 11,2019 ... ... Approval Date: October 09,2014 FIXED WINDOW SHAPES ............... ................ INCLUDED IN THIS PRODUCT APPROVAL GENERAL NOTES: Sunshine Windows Manufacturing,Inc. 1.- THIS PRODUCT MEETS THE REOUREMENTS OF Fee 51H EOMON(2014). 1745 W.33rd floe Wal2.- SHUTTERS ARE NOT REQUIRED. Pht(h.5)364Flarift 33012 Ph:(305)384-9062 36- REFERENCE TEST REPORT M-13-4904 DATED ON 3/13/2014.. Foti"01129-5118 K7� 4.- FOR ANCHOR TYPE AND 7G REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 2 iHRHItU 7 5.- WOOD BUCKS(BY OTHERS)SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER(AADS IMPOSED BY GLAZING SYSTEM TO THE STRUCTURE AND SKULL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. co & WOOD IN= DENSITY.STRUCTURE SHALL BE SOUTHERN YELLOW PINE 0-0.55 OF on GREATERECTANGLE RECTANGLE RECTANGLE ARCH 7'- CONCRETE R FOR UNIT ATTACHMENT SHALL COMPLY (� WITH CIRCLE TOP WITH ROUND TOPWITH THE FOLLOWING SEE SHEET 2 OF 8 SEE SHEET 2 OF 8 SEE SHEET 2 OF 8 SEE SHEET 3 OF 8 -CONCRETE STRENGTH Fo28-3000 PSI MIN. • • -CMU AS PER ASTM C90.CMU MUST BE 8-INCH THICK,NORMAL WEIGHT •• • • •• BLOCKS WITH A MINIMUM COMPRESSNE STRENGTH OF 1.9 KSI. • • • • -FILLED CMU Fm'-2000 PS MN. • • • IL0004 - THE THICKNESS OF THE ALUMIBIM HOST STRUCTURE SHALL BE NO LESS • • • • O }{• THAN 1/8'.ALUMINUM SWILL BE 8083—T5. • • • C4) F•-t 9.— OTHER) 1N SPECIFIED IN DI554111AR MATERIALS SWILL�PROTECTED(0 0•••• • OTHERS)AS SPECIFIED N F8C 87H EDITION(2014). •• •• •• • 10.— STEEL HOST STRUCTURE SHALL BE NO LESS THAN 18 GAUGE. • • • • STEEL 9*1 BE Fy-38 KM Mw. •••••• • •• •• 11: COLONIAL MUNTINS CAN BE APPLIED. •••••• ••••• V] ••• 12- USE NON-SHRINK,NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM •••• • • • i 01107/C1107M STANDARD SPECI'MA71ON FOR PACKAGED DRY. ••••• ELLIPSE RECTANGLE WITH ISOSCELES TRIANGLE RIGHT TRIANGLE •••••• • • TRIANGLE TOP WITH CURVED OR WITH CURVED OR 13.- GLASS:6/18'NOMINAL LAMINATED GLASS COMPOSED OF • STRAIGHT SIDES STRAIGHT SIDES (2) 1/8'FEAT STRENGTHENED GLASS WITH 0.09'DUPONT BUTACITE PVB •••••• •••• ••••• • • SEE SHEET J OF 8 SEE SHEET 4 OF 8 SEE SHEET S OF 8 SEE SHEET 5 OF B INTERLINING FILM. •• • •••• 14.- FOR CORNER WELDED CONNECTIONS USE 1/8'FILLET WELD WITH 1/4' • • • MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. • • • •• • Z O FULLROUND HEXAGON OCTAGON SEE SHEET 8 OF 8 SEE SHEET 8 OF 8 SEE SHEET B OF 6 0 z PRODUCT REVISED DRAWING No. m a mgyhy v jth the Florida Uuildial Coda rq PW01-14 ncaeptaae No )9 ictdi�Dace 3.f � DATE:07/21/14 , Uy x Mtemi, de Pmducl Control--�f 1 2 L I1�' SCALE: N.T.S. FRANC SCO HERNANDEZ L' Jr FLORIDA PE 111 51393 SHEET 1 of e ................ WINDOW WIDin(W) ( WINDOW wOTH(W) WINDOW WIDTH(W) t I CORNER DETAIL 3 , Sunshine Windows FALSE MUNTIaS 1X)RNLTt DETAI/z I Idpnu(Dcturing,Inc. CAN BE USED. nay W.33ro Ponce (SURFACE APPLIED) ahs•. (3o8j3sa-gg6z m Fax:(3olf)828-6118 B B B / B U jt2 tj0 • • I I V i0 ••••• "'VVV • • 13• 13• 6• •• • •••• O ~• . CORNER DETAIL 1 q MAX, MAX. CORNER DEUX. 1 MOK 13X. 8• • •gU7NiR DETAIL L••• �' A A q MAx. ...... • �iw.�. RECTANGLE RECTANGLE WITH CIRCLE TOP RECTANGLE WITH ROUND T%...• :•••• • �• TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL ELEVATION .•.••• • •• •• • • • • • •• •• •• ••••• WINDOW DESIGN PRESSURES WINDOW DESIGN PRESSURES •••••• • • • SIZE CHART- PSF SIZE CHART- PSF • • • • WXH W X H ••••• INCHES • •• • INCHES POS. NEG. • •POS. NEG. •• • • •• • 108 X 26 1 80.00 80.00 53 X 46 67.83 67.83ALUMINUM WLlD(INTERIOR) ALUMINUM WELD(INERIOM••• 91 X 26 80.00 80.00 53 X 39 80.00 80.00 ASSEMBLY SCREWS 8 X 1' SEE NOTE o. 14 ON SHEET 1 OF 8 SEE NOTE No. 14 ON SHEET 1 OF 8 84 X 26 80.00 80.00 53 X 37 80.00 80.00 78 X 37 80.00 80.00 53 X 26 80.00 80.00 78 X 26 80.00 80.00 53 X 19 80.00 80.00 78 X 1.9 80.00 80.00 46 X 46 67.83 67.83 74 X 39 80.00 80.00 46 X 39 80.00 80.00 74 X 37 80.00 80.00 46 X 37 80.00 80.00 74 X 26 80.00 80.00 46 X 26 80.00 80.00 CORNER DETAIL#I CORNER DETAIL#2 CORNER DETAI,#3 74 X 19 80.00 80.00 46 X 19 80.00 80.00 $ PRODUCT REVISED 63 X 46 67.83 67.83 38 X 37 80.00 80.00 ns"lying wllh the Plod& DRAWING No. ""1di PW01-14 63 X 39 80.00 80.00 38 X 26 80.00 80.00 Aceepl�eirce�No •OBO ,/rj 63 X 37 80.00 80.00 38 X 19 80.00 80.00 E pirotle"D ue O(q 63 X 26 80.00 80.00 26 X 26 80.00 80.00 GENERAL NOTES: Ey ;� I DATE:07/21/14 63 X 19 80.00 80.00 26 X 19 80.00 80.00 1.- FOR GENERAL NOTES REFER TO SHEET 1 OF B. M�wn1066 pf00onN0I,'^) IIS 0 HERNANDEZL - - SCALE' N.T.S. -- / J FLORIDA PE # 51393 SHEET 2 OF 8 :> ::>::s;;; A WINDOW DESIGN PRESSURES A :::::::::::: SSE CHART- PSF yryppOW WIDTH(N) - 13• MUt w x x (ELLIPSE) `.`;''<?`i?:i:z%: INCHES Pos. NEG. ox. Sunshine VMhndows 78 X 37 80.00 80.00 Monufaduang, i9C. 1745 W.33rd ft" 78 X 26 80.00 80.00 d _ a• WAU A.Flava 33012 78 X 19 80.00 80.00 �• Ph:(3O3)334-9834 ��' � � � Faz:(34O1Q28-5118 B g 74 X 39 80.00 80.00 74 X 37 80.00 80.00 I I JOINT OE7AIL 2 O 74 X 26 80.00 80.00 74 X 19 80.00 80.00 v B 6 13' 63 X 46 67.83 67.83CORNER DEIAIL / } t MAX. MAX 63 X 39 80.00 80.00 ER WINDOW WIDTH(Pn 63 X 37 80.00 80.00 / 63 X 26 80.00 80.00 • • A 63 x 19 80.00 80.00 •••• • •• 53 X 46 67.83 67.83 • •• ••• C H ARCH 53 X 39 80.00 80.006•_ i•• • • TYPICAL ELEVATION 53 x 37 80.00 80.00 13' 53 X 26 80.00 80.00 INX. •••••• •••• • 53 X 19 80.00 80.00 • ( 46 X 46 67.83 67.83 A •••• • ••• WINDOW DESIGN PRESSURES 46 X 39 80.00 80.00 •••• • • i•••• SIZE CHART- PSF 46 X 37 80.00 80.00 ELLIPSE •••••• • • 1V 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 • • • 4006:1 108 X 26 80.00 80.00 •••• 38 X 26 80.00 80.00 AUIBNUM WEIR PIfERXIR 91 X 26 80.00 80.00 38 X 19 80.00 80.00 ASSEM�Y SCREWS 8 X 1' NOTE No. 14 ON SI EEt C4 84 X 26 80.00 80.00 26 X 26 80.00 80.00 78 X 37 80.00 80.00 26 X 19 80.00 80.00 78 X 26 80.00 80.00 78 X 19 80.00 80.00 74 X 37 80.00 80.00 74 X 26 80.00 80.00 74 X 19 80.00 80.00 CORNER DETAIL#I JOINT DETAIL#2 63 X 26 80.00 80.00 63 X 19 80.00 80.00 53 X 26 80.00 80.00 PRODUCT REVISED w amdde-plyi%with the PleDRAWING No. ( 53 X 19 80.00 80.00 Duildi•g Code ntaayteaae No:4• ."9Zo��1Jq PW01-14 46 X 19 80.00 80.00 mtionDat , 019 DATE:o7/21/ta GENERAL NOTES: 38 X 19 80.00 80.00 Ey _ lfG� 1.- FOR GENERAL NOTES REFER TO SHEET 1 OF 8. Minmipedc PmMtcl Con�Oro1� i 1 21 ��} SCALE: N.T.S. FRANG9SC HERNANDEZ v ✓ FLORIDA PE 51393 SHEET 3 OF B WINDOW DESIGN PRESSURES CORNER DE AIL A 3 SIZE CHART- PSF A `i>.:i#t?.. %i`:i?'=.';: H x W e• Sunshine Windows INCHES POS. NEG. •NOTE:JAMB HEIGHT(JH)> 1/3 WINDOW HEIGHT(H) + Monufactumg, Inc. n45 wSara 26 X 108 80.00 80.00 1745 33rd does �J• ;lace Ph:(305)384-9052 26 X 91 80.00 80.00 Fm:(305)828-5118 26 X 84 80.00 80.00B B CORNER DETAIL2 37 X 78 80.00 80.00 8 26 X 78 80.00 80.00 G3 / 19 X 78 80.00 80.00 39 X 74 80.00 80.00 i f X n 37 X 74 80.00 80.00 B 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 MA1(. CORNER DETA 1 •••• i •••• O • MIN. 2 ANCHORS MAX. • M Q 37 X 63 80.00 80.00PER SIDE TMP( .) •••••• •••• • MANOOw WIDTH(W)26 X 63 80.00 80.00 • 19 X 63 80.00 80.00 •••••• • 46 X 53 67.83 67.83 • • ••••• •••• • •• • 39 X 53 80.00 80.00 •••••• • •• ••• • • • • • 37 X 53 80.00 80.00 RECTANGLE WITH TRIANGLE TOP •• •• •• ••••• 26 X 53 80.00 60.00 TYPICAL ELEVATION • 19 X 53 80.00 1 80.00 • :066:4• • 46 X 46 67.83 67.83 ••••• 39 X 46 80.00 80.00 • • • •• • 37 X 46 80.00 80.00 •• • • *04 •• • 26 X 46 80.00 80.00 •• ALUMINUM WELD B41tRKKt) ALUMINUM WE tD N1IERIOR 19 X 46 80.00 80.00 ASSEM%Y SCREWS>78 X 1' E NOTE Na 14 ON SH OF 8 SEE NOTE No. 14 ON SHEET 1 OF 8 37 X 38 80.00 80.00 26 X 38 80.00 80.00 _o 19 X 38 80.00 80.00 26 X 26 80.00 80.00 19 X 26 80.00 80.00 CORNER DETAIL#I CORNER DETAIL#2 CORNER DETAIL#3 PRODUCT REVISED DRAWING No. m complying with Uro Blodda ( n�� o PW01-14 tatl�t Dxe !9 GENERAL NOTES: GATE:07/21/14 Ey t -1(21l(iM SCALE: N.T,S. 1.- FOR GENERAL NOTES REFER TO SHEET 1 OF 8. Mhmt) rodRi ConIrOF t✓ ( ; FRANCISCO ERNANDfZ SHEET 4 OF 8 FLORIDA PE # 51393 WINDOW DESIGN PRESSURES h A A SIZE CHART- PSF WINDOW WUfH(W) WINDOW WIDTH(W) ............... ............... ii x w CORNER DESA A 3 Sunshine Windm INCBES POS. NEG. CORNER DUAL 2 Manufacludrig,Inc. 1745 W.33rd Plow 63 X 46 .67.83 67.83 Nkleoh,Mddo 33012 Ph: (305)364-9952 934 80.00 80.00 F-:(305)82a-8115 63 X 37 80.00 80.00 `yep 53 X 46 67.83 67.83 _ 53 X 39 80.00 80.00 B B 53 X 37 80.00 80.00 w 53 X 26 1 80.00 80.00 = gX4 67.83 67.83 80.00 80.00 80.00 80.00 B B 80.00 80.00rA • • 1- 8 3 X 37 80.00 80.00 • • ••••• o, • • • •y• 38 X 26 80.00 80.00 e • • (ai]• 38 X 19 80.00 80.00 •• •• •• • i 26 X 26 80.00 80.00 e•MAX. �DITAIL 1 iMNL e• CORN •• •• •• • 26 X 19 80.00 80.00 MAX' CORNER DETAL i MAIL •••• • ••�• ISOSCELES TRIANGLE WITH CURVED OR STRAIGHT SIDES RIGHT TRIANGLE WITH CURVED OR STRAIGHT SIDES •••• ••••• TYPICAL ELEVATION TYPICAL ELEVATION • • ALUMINUM WELD NiERN>R ALUMINUM 14 WELDON SHEINTEEFPoOR) OF ASSEMBLY SCREWS S X I* SEE NOTE No. 14 S ELT 1 OF 8 SEE NODE No. 1 8 z o CORNER DETAIL#I CORNER DETAIL#2 CORNER DETAIL#3 z DRAWING No. In0oucrn>:v1SBo PWO1-14 � m oon1P1Y�w{1h the Fhtthte GENERALNOTES: Duildh�Oode ! 9 DATE:07/21/14 e''`ptool 7II 1 1.- FOR GENERAL NOTES REFER TO SHEET 1 OF 8. 1 21 00 SCALE: N.T.S. gY - FRANC SC HERNANDEZ Mleoo �oP1°d""C"n1o� FLORIDA PE # 51393 SHEET 5 OF 8 1 I►A �A I►A ( ( WINDOW WIDTH(W) WWOOW WDTH(W) WINDOW WIDTH(1'� ?5Sunshine coRF�R oEraL/z CORNER DETAIL/ wndDws 1a• Manufacturing, Inc. 1745 W.33rd Plow Hialeah,FWWo 33012 JOINT DETaL/ T Ph:(303)364-9952 MIN.2 ANCHORS MIN. 2 ANCHORS Fox:(305)626-5118 I P PER SIDE(TYP.) PER SIDE(TYP.)Bw —17 B 1 I i a � • , FULLROUND HEXAGON OCTAGON •• • ••••• cn (� cGt�• TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL ELEVATION • . •••••• • •• •• • • ALUMINUM WELD(INFERNIR) ALUMINUMWELD(INFERIOR) • • • WINDOW DESIGN PRESSURES SEE NOTE No. 14 ON SHEET 1 OF 8 SEE NOTE W. 14 ON EF 1 OF 8 ••• • •• • •• SIZE CHART- PSF • • WIDTH •• INCHES POS. NEG. 53 58.87 58.87 48 65.00 65.00 I 0 46 67.83 67.83 rc 43 72.56 72.56 JOINT DETAIL#1 CORNER DETAIL#2 W 5 39 80.00 80.00 11HODucr REVISED DRAWING No. ,c plying with the P1orlde Uuilding code PW01-14 neeegmco No .tg GENERALNOTES: ex'ralhmDate fg DATE:07/21/14 Ry y 21 f y 1.— FOR GENERAL NOTES REFER TO SHEET 1 OF 8. Mleml, sale Product Congeh SCALE: N.T.S.f FRANCISCO HERNANDEZ FLORIDA PE 51393 SHEET a OF 8 EXTERIOR INTERIOR AEXTERIOR1,1INTERIOR EXTERIOR INTERIOR 1/r 1/4' 1/4X• Sunshine Windows I MAX I MAX. --►-SHIM SPACE SPACE sHtu SPACE monufocturi%Inc. 1748 M.33rd Plocs IBhAah.F1oAdh 37012 1'X WOOD BUCK BY OTHERS s a.. _F Ph:(305)384-9.52 MUST BE PROPERLY SEALED WOODEN STRUCTURE-OR Foz:(308)828-Dt tB AND ANCHORED TO • • '• •''42 X WOOD BUCK(BYOTHERS.rw TRANSFER LOADS TO THE WOOD BUCK MUST BE PROPERLY ySTRUCTURE AND APPROVED .. d. .. GLAZINGBY BUILDING OFFICIAL PRIOR .d' •• •• ASYSTEM LOADS TT THE STRUCTURE TO WINDOW INSTALLATION. • ANO APPROVED BY BUILDING ,' OFFICI&PRIOR TO WINDOW INSTALLATION. 2 1/2I1/4"0ULTRACON WITH 1 1/4" MW. MINIMUMMINIMUM EMBEDMENT INTO CONCRETE THROUGH1/4'0 ULTRACON WITH 1 1/4"MIN. EOCE DISTANCE 1/4"0 ULTRACON WITH 1 1/2"MIN. EDGE DISTANCE 1'X WOOD BUCK. 2 1/2' EMBEDMENT Y4T0 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 EDGE DISTANCE TYPICAL ELEVATIONS. TYPICAL ELEVATIONS. 0090 Q •• • • •• ATTACHMENT TO CONCRETE ATTACHMENT TO PRE-CAST SILL ATTACHMENT TO WOOD :.... THROUGH I X WOOD BUCK :•• •: •• �• • cn EXTERIOR L INTERIOR EXTERIOR INTERIOR •• •• i•••• • •••• • • • MNMI-OADE COUNTY 1/4' ••••• APPROVED MULLION. •••••• • • 1/0"MIN.THICKNESS. SHIM SPAR: ••• •• •••• ••••• (UNDER SEPARATE NOA) •T o • ••••• 1' MINIMUM 1/4'0 KWIK FLEX SELF DRILLING 1• 1/4"0 KWIK FLEX SELF DRILLING EDGE DISTANCE SCREWS THROUGH META.WITH MINIMUM SCREWS THROUGH META.WITH MIN. 3 THREADS BEYOND THE EDGE DISTANCE MIN. 3 THREADS BEYOND THE SUBSTRATE. SUBSTRATE. FOR MAX. ANCHOR SPACING FOR MAX. ANCHOR SPACING zo REFER TO TYPICAL ELEVATIONS REFER TO TYPICAL ELEVATIONS. ATTACHMENT TO MULLION ATTACHMENT TO METAL STRUCTURE 3 0 Z dKi)D,S,Cy,y twih Oro FMrldh TYPICAL HEAD SILL AND JAMB SECTIONS DRAW'" " n•„hhne c.,aK d9Cchll, PW01-14 (-- aepn�oec No 1 T , DATE:07/21/14 ProduCL I `T Z1 I`4 SCALE: N.T.S. FR AN Sc HERNANDEZ FLORIDA PE 51393 SHEET 7 OF 8 MATERIAL LIST s 1 4 ITEM# PART DESCRIPTION MATERIAL SunsKi118 VIIIdows 3 2 1 43681 HEAD, SILL AND JAMB 6063-T6 (t0110t0Ctu(mg,Inc. 1 1 1745 W.33rd Place Ntoleoh,F Ada 33012 5 2 30684 GLAZING BEAD 6063-T6 Ph°(305)364-9952 INTERIOR Pax:(305)6za-al to EXTERIOR INTERIOR 4 2 5 2 4 FPVC 3 GLAZING BEAD BULB WEATHER STRIPING DUR: 75 +/- 5 5 3 3 4 # 8" X 1" PH S.D.S. ASSEMBLY SCREW STEEL 5 !/1 s 6 5 5/16" LAMINATED GLASS/HEAT STIR. SEE GLLA ISHEET NG AIL GLASS THIS 3 EXTERIOR C7 z SECTION B-B 6 DOW CORNING 899 SEALANT SILICONE • • • Ly • oM A • SECTION A-A ••• •• • H •••• . . • LAMINATED BY TECNOGLASS • • • •• •• •• ••••• • 0.090" PVB INTERLAYER ♦••••• • • 2.015' • • • • ••••• 1/8' HEAT 1/B' NEAT 0.310" • • • STRENGTHENED STRENGTHENED • • • • • • • 0.063' � '� •• 0 EXTERIOR INTERIOR a o 0 N n 3/8"GLASS BITE Q zo �• O O � DOW CORNING 899 z GLAZING DETAILDRAWING No. �,000CT RfiVISED -- - lluadi l"with the Florida V "' I'w01—1�} 8uildi++g Code AcaPlence No i •) DATE:07/21/14 1 SCALE: N.T.S. pji,uni�adePmductCOAUGL } FRANlSf5�01HERNANDEZ -/ FLORIDA PE # 51393 SHEET a OF 8 M IAMMAD 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.sov/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)atid/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. HS0841, 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.VQA.sball.be*provided to the user by the manufacturer or its distributors and shall be available forlVspec�ttotj nt the Jolt§tte;q the request of the Building Official. This NOA revises NOA No. 12-0320.06 of ft4siSt0oi t4is.pdge 1 and evidence pages Irl and E-2, and as well as approval document mentioned above. The submitted documentation was rjviejved by Jainlg J").Ga:coyy 1.E. NOA No. 14-1204.11 Mtarn ME000 Expiration Date: April 10,2018 Approval Date: May 14,2015 . . . ... . . Page 1 . .. .. . . . .. .. ... . . . ... . . Sunshine Windows Manufacturing,Inc. i NOTICE OF ACCEPTANCE: 'EVIDENCE BUBMITT D 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 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 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. 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 to, of complying with FBC 511,Edition (2014) and of no financial interest,dated-11/10/14,signed and sealed by Francisco Hernandez,P. E. 2. Statement letter of gnfgrmanoe tio,ot oon plying with FBC-2010 and of no financial interest,dated 03/12/l2,:;iAn9d:a44Se3led bj Francisco Hernandez,P. E. (Submitted under prgyiqu�A($A}We.F;.-8j j0.06 ;;... 0:9 ... Jaime D.Gasc u,P.E. . Product Control Section Supervisor . . . . .. . . .. •• •• • •• • NOA No. 14-1204.11 • • •• • • • Expiration Date: April 10,2018 Apprbval Date: May 14,2015 . . . . . . . . . . .. .. . . . .. .. . Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Laboratory compliance letter for Test Reports No.'s FTL-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 NDA No. 08-0109.08) 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.I.", approved on 05/17/12 and expiring on 04/10/18. .. ... . . . . . .. 0:0 ... ... Jaime D.Gascon,P.E. • Product Control Section Supervisor .. . . .. . . . . . • •• •• •• NOA No.14-1204.11 Expiration Date: April 10,2018 ... . . . . .. . . Approval Date: May 14,2015 . . . . . . . . . . . .. .. . . . .. .. 10" DESIGN PRESSURES CHART-PSF ( HEAT STRENGTHENED LAMINATED IMPACT o� IMPACT IMPACT eo %.""'''`'`'' `'' " RESISTANT GLASS ' GLASS GLASS SurdiR@ Windows WINDOW ANCHOR HURRICANE PROCCECTION M m91W(DdU1111f,Inc. DIMENSION SCHEDULE IS NOT REQUIRED �S --------- --------- - _____-_ 1746 W.3W Pk- PSR pm 1314".SILL 3"BILI Ph:(3� 9952 i7.12- WIDTH HEIGHT HEAD a JAMB C D E Tar.(3o5)826-6t 16 SILL EXT. INT. EXT. INT. 26 1/2' 4 53.33 120.00 80.00 120.00 z ----- __-___ __=___ = ________ Q 3 ------ ----- - -- 37" 28" 5 3 53.33 120.00 80.00 120.00 \ISS 531/8- 6 53.33 119.30 80.00 110.3 -FALSE MUNTINS (SURFACE APPLIED) a 74' 8 53.33 90.0 80.00 90.00 _JIL�_�__ B MAY BE USED •Q 28 t/2' 4 53.33 120.0 80.00 120.00 I109 3 1/8, 10" • • • �/• • •• f • • • • • 3T 5 53.33 120.0 80.00 120.00 MAX • • 531/8-36 3/e• 8 5 53.33 95.50 80.00 95.50 ' • • • • :• •••••• • F 74' 8 53.33 78.90 78.90 78.90 WINDOW WIDTH • •• •• v�t/��•� �• • •• 37' 5 53.33 104.70 80.00 104.70 TYPICAL ELEVATION (XO) • • • •gyp•a 53 1/8.5o 5/a' 6 8 M53.3388.40 80.00 88.40 •••••• •wa•+�GENERAL NOTES:74' 8 67.30 67.30 67.30 •••••• a1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014).3T5 88.20 80.00 88.20 2.- CONFIGURATIONS OX AND XO. •••• • • 63 1/8' 63' 6 7 75.00 75.00 75.00 3.- SHUTTERS ARE NOT REQUIRED. •••:•• • Q74' 8 62.00 62.00 62.00 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 000000 • •• N • 0 Pee 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS • • • 24' 3 53.33 120.0 80.00 120.0 ON SHEET 5 THRU 7. •• • • •• 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENT$ • • Q • 3e' 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 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' 6 53.33 90.00 80.00 90.00 7.- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C7107M STANDARD gg SPECIFICATION FOR PACKAGED DRY. o Qv 24' 3 53.33 120.00 80.00 120.0 B.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 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. a 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". g 3 8 48• 38' 6 4 53.33 120.00 80.00 120.0 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 ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE C 72' 6 1 53.33 88.60 80.00 88.60 AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 36' 4 53.33 100.40 80.00 100.40 12. ,AgLUMINUMSPECIFIEDN CI ONT CT5WH EDITION I(R MATERIALS SHALL BE PROTECTED (BY OTHERS) �N1 48' 6 53.33 93.90 80.00 93.90 ^� 4a' 6 GLASS: eo' 7 53.33 87.00 80.00 87.00 0.340" OVERALL LAMINATED GLASS USING TWO LTTES OF _ ry 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.LAY TECNOLASS OR RODUCTRBVISED DRAWING No. 36' 4 53.33 g0.00 80.00 90.00 LAMINATED BY SIMILAR. cogwtf wkbdwFIwda HSDB-01 uildios Code 4a' 1. 6 53.33 87.00 80.0 87.00 orr�c•No DATE:03-14-08 60' 7 53.33 63.40 80.0 83.40 490• LI-14-1 7z' 8 53.33 67.80 67.80 67.80 _ SCALE: 1 2°tet" .Alval Dade Pro en Comm FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET I OF 7 7' MAX.L DESIGN PRESSURES CHART-PSF IGLAASS IGLAASCSnkli$UIISIIID6�YId0Y5 HEAT STRENGTHENED LAMINATED IMPACT F I,I Maduling,IIx.RESISTANT GLASS ____ ----`---- --0--=01745 W.33MRom Kdk WINDOW ANCHOR HURRICANE PROCTECTION = I (�' -�b2 DIMENSION SCHEDULE IS NOT REQUIRED FOK(30S)92e-sire , PER 13/4"SILL 3"SILL Z _ _i' WIDTH HEIGHT HEAD& PER 3 - --- - - '-_----- SILL JAMB EXT. IM. EXT. INT. `ip 1� 74' 38 3/S• 11 6 53.33 90.00 80.00 90.00 - \I FALSE MUNTINS (SURFACE APPLIED) 74• 50 5/S' 11 8 53.33 90.00 80.00 90.00 1 B MAY BE USED Q Qz Qz 37' 6 53.33 90.00 80.00 90.00 i 3 1/8- 7" �+ N 53 1/S' e3' B 9 53.33 90.00 80.00 90.00 MAX, 74" 11 53.33 85.20 80.00 85.20 I� y WINDOW WIDTH 72' 48' 11 7 53.33 90.00 80.00 90.00 • • (� ej 4e' 7 53.33 90.00 BODO 90.00 (XO) • .0. •• *001 • D TYPICAL ELEVATION (XO) • • A 60' �" 9 9 53,33 90.00 E .00 90.00 •• • ••• •: a O GENERAL NOTES: 7Y 11 53.33 90.00 .00 90.00 •••••• •• •V1j • • 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 57H EDITION (2014). • (F�� (•) • 2.- CONFIGURATIONS OX AND X0: 000000 �� • • 3.- SHUTTERS ARE NOT REQUIRED. •••• • •W • 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. •*000• •• •SIS O • 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS • ON SHEEP 5 THRU 7. 000000 • •• •• • 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENl•••• 004 •• • • - 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-METAUC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD ••• • �' • •• 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 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8'. z ALUMINUM SHALL BE 6063-T6. 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY 4 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) AS SPECIFIED IN FBC STH EDITION (2014). ro GLASS: 0.340" OVERALL LAMINATED GLASS USING TWO UTES OF i n 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PVB, BETWEEN THE TWO UTES OF GLASS. PitilREVISED DRAWING No. LAMINATED BY TECNOGLASS OR SIMILAR. compiyieY With IEe Floes oiwing Csee6=w HS08-01 DATE:03-14-OS BySCALE:1 2"-1' FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 2 OF 7 c p E .. O O O 12 13 B 15 2O WOINlfOC�lplll�, pIC. 1745 W.331d Pl e MdwI RoAft 33512 6 20 Ph(305).754-9952 21 Fw:(305)02.-5115 14 3U) 22 10 1B •O e. •• • • �• • WINDOW WIDTH • • • • • �• • • I sees HORIZONTAL SECTION ;..;.; •00*0c • •. • t en p • • • 1B 5 ••.••• • •• •4 0 0• B • •Ld • • •• w • 17 M 5 O M 15 3 j � B 2 n a (2) 2'WEEP HOLES � v� 15 3 VERTICAL SECTION Z (2) 2' 2 M WITH SILL RISER VERTICAL SECTION ODU(TREVISM DRAWING No. °°'f'w'w_"�° AHS08-01 kGMPMMC*NO DATE:03-14-09 SCALE: 1/2'-l' w—w PCs"COMMAno1 FRANCISCO HERNANDEZ FLORIDA PE 1 51393 SHEET 3 OF 7 MATERIAL LIST MATERIAL LIST ITEM N PART# REQD. DESCRIPPION MATERIAL ITEM# PART# READ. DESCRIPTION MATERIAL 1 SW-019 1 FRAME HEAD 6063-T5 13 SW-018 1 MOVING SIDE RAIL 6063-T5 2 SW-019 1 FRAME SILL 6063-T5 14 SW3257 AS ROD WEATHER STRIP BULB VINYL $IIRSfI1R6 Wind0WS 3 SWxxx21 1 INSERT TRACK 6063—T5 15 SW-667 AS ROD LATCH ZINC (tDE+ItOCt6T619r Inc. 5 SW-012 2 SLIDER TOP/BOTTOM RAIL 6093—T5 16 SW—S10 2/SILL RETICULATED FILTER FOAM 1745 W.73rd Plan Hid"K F).d&33012 6 SW3019 AS ROD FIN SEAL PILE FELT 17 SW40771 1 SILL RISER 6063-T5 PA:(305)364-9952 8 SW321W 2 WHEEL BRASS 18 SW-014 1 JAMB TO I=PANEL 6063-T5 Fax:(308)828-5118 9 SW-017 1 MOVING MEETING RAIL 6063-T5 19 - AS ROD SILICONE PEC.-895 O 10 SW40111 1 FIXED MEETING RAIL 6063-75 20 SW-101 AS ROD IMPACT GLAZING BEAD 6063-T6 11 SW-AS AS ROD ASSEMBLY SCREWS /a X ,'SMS. 21 SW-STL 1 3/8'X 3/4-FLAT BAR STEEL 3 12 SW-013 , JAMB TO MOVING PANEL 8083-TS 22 SW-AS 4 ASSEMBLY SCREWS o 8 X 2 1/2"SMS. 0 0.812 1.625-^-I 0.050 10.050 0.062TI —0... : .•. •••• 1.676 • yG('1 •• 2.125 1.250 d 1.260 1.437 G. 0.790 90 L1y L . yr U• • • 0.812�— o.6e7 •...•• • •(� 1.312 L • a 12= .0n GLAZING BEAD •...•• • Q• • sw-101 W pq,• • • FIXED MEETING RAIL MOVING MEETING RAIL JAMB TO FIXED PANEL. FRAME JAMB TO MOVING PANEL 6083-T5 ...• • Wo O L• • SW-40111 SW-017 SW-014 SW-013 6063-T5 6063-T5 8063-T5 8063-T5 •...•. :• •.• • • • •...•• •..0 • • •. .• • • • • o.o7a l.00 0.592 ••0000 • 2.7 0'�2 1.750 • • • ,.6750 3.062 T • • • • a • • • • • • L1.50X0 0.760 a • � � • • • _L —I0.810k •• • • • 2.00 1.0000 L • E FRAME HEAD AND SILL MOVING SIDE RAIL SILL RSER INSERT TRACK SLIDER TOP AND BOTTOM RAIL 9 z 83-75 8063—TS 063-75 56-40771 SW-3-x21 SW-012 ID p g N 8083—T5 8063—T5 8063—T5 N d m O� I N RODUCrREVISED DRAWING No. complyfoawl6l UIN Ntal,d6 OA HSO8-01 No / / DATE 14OB 03- - \ q-�s- Muni Diode P1-o"Comm SCALE:1 2'51' FRANCISCO HERNANDEZ SHEET 4 7 FLORIDA PE # 51393 2 1/2" MIN. 2 1/2" MIN. 1' 1/4'ULTRACON 1 1/2'MIN.PENETRATION INTO WOOD. 1/4'lH7RACON 1 1/4"MIN. EMBEDMENT INTO MASONRY I MIN. (FOR MAX.ANCHOR SPACING AND OF ANCHORS REFER 70 ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7) • :� THROUGH 1 BY WOOD BUCK.i _ TYPICAL.FOR HEAD. FOR MAX.ANCHOR SP R a SPACING AND NUMBER OF ANCHORS e • '� � .... REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS :�.::::::: ' 44•• i ON SHEETS 1 OF 7 AND 2 OF 7) i Sunshine Nr81dOT13 TYPICAL FOR HEAD. - 2 BY WOOD BUCK BY OTHERS. YOIflII0C10TI19,w- MUST BE PROPERLY ATTACHED TO 1745 W.ilra Plea. TRANSFER QA21NB SYSTEM LOADS Hklmk FINVO 33012 TO THE STRUCTURE.SHALL BE APPROVED Pk(306)30-9052 m m BY BUILDING OFFICIAL PRIOR TO Fac(Jt6)a2o-5118 WINDOW INSTALLATION. 0y� 1 BY WOOD BUCK eY OTHERS. C: MUST BE PROPERLY ATTACKED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE SHALL BE APPROVED •• BY BUILDING OFFlCUL PRIOR TO - •• • •• • (jT • WINDOW INSTALLATION. a • • • DETAiL A • • • •1 ) 'aJ • DETAIL B ATTACHMENT TO MASONRYATTACHMENT TO WOOD i•• • p •• •• • 1/4'SMS THROUGH METAL. 41 • • AND 2 OF 4).4 1 OF(FOR MAX. ANCHOR SPACING AND NUMBER •••••• Q • OF ANCHORS REFER TO ELEVATIONS AND • DESIGN PRESSURE CHARTS ON SHEETS •••••r •• • r•• • • • 0 1/4'SMS THROUGH METAL. 1" TYPICAL 4 FOR HEAD. •r• : •• • x 1" (FOR MAX.ANCHOR SPACING AND NUMBER • MIN. OF ANCHORS REFER TO ELEVATIONS AND MIN. IAMI-MIAMICOUNTY APROVED • • • DESIGN PRESSURE CHARTS ON SHEETS �M0001 • MULLION. (UNDER SEPARATE APPROVAL) :•• 1 OF 7 AND 2 OF 7). TYPICAL HEAD. If L =—_� Ho � O O DETAIL C DETAIL C 1 $ N ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION UCT REVISED DRAWING No. (STEEL OR ALUMI. 1/8'MIN.THICKNESS) 'Code A HSOB-01 No 1 DATE:03-14-08 TYPICAL HEAD SECTIONS It 18^( SCALE: 1/2'-1' ea •a•i ' FRANCISCO HERNANDEZ SHEL7 5 OF 7 FLORIDA PE 1 51393 sDRshhe WRIdaWs aMb1 ulacturkq Irr- 1746 W.33N Plop 19cka14 FlalEo 33912 Ph:(30.5)164-9952 �� Fox:(J�)826-6115 •"f 3/4'MAX NON-SHRINK 1ORDUi •A ♦' •�' `. OR IBY WOOD BUSK .•'J t N 2 BY WOOD BUCK BY OTHERS. -y_= - c _ \z • . :•v .a.Z ' ' MUST BE PROPERLY ATTACHED TO • : M d. • v �.. TRANSFER GLAZING SYSTEM LOADS z N ,..• '• . TO THE STRUCTURE.SHALL BE APPROVED V1 � 6BY BURRING OFFICIAL PRIOR TO '. .4 • '• 2 1/2' MIN. 2 1/2" MIN. 1.. WINDOW INSTALLATION.7. 2 1/2" MIN. 2 1/2" MIN. MIN. 1/4' SMS 1 1/2' MIN, PENETRATION INTO WOOD. 1/4'ULTRACON 1 1/4"MIN. EMBEDMENT (FOR MAX.ANCHOR SPACING AND NUMBER INTO OF ANCHORS REFER TO ELEVATIONS AND MASONRY THROUGH 1' BY WOOD BUCK DESIGN PRESSURE CHARTS ON SHEETS OR NON-SHRINK NON-METALLIC GROUT 1 OF 7 AND 2 OF 7). ••• •• (� on 1/4'ULTRACON 1 1/4'MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER TYPICAL FOR SILL (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS AND , • : H • REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS DESIGN PRESSURE CHARTS ON SHEETS • • • .� ON SHEETS 1 OF 7 AND 2 OF 7) 1 OF 7 AND 2 OF 7). •• • •• • ��iii TYPICAL FOR SILL ONLY. TYPICAL FOR SILL ONLY. • h 0000•• •• • • DETAIL D DETAIL E DETAIL F • ATTACHMENT TO PR&CASP SILL ease** • • ATTACHMENT TO MASONRY ATTACHMENT TO WOOD { 0000 • •T/1 � • 0000 • Fadi •• • 0000•• • •• � •• AT x .. 00000 00.000 • .. 00 00 0 • \ MIAMI-DADE COUNTY APROVED •• Y o �MULLION. (UNDER SEPARATE APPROVAL) £ L_—_ =�1 1/4'SMS THROUGH METAL. 1/4'SMS THROUGH METAL MIN' (FOR MAX.ANCHOR SPACING AND NUMBER MIN, m OF ANCHORS REFER TO ELEVATIONS AND (FOR MAX. ANCHOR SPACING AND NUMBER DESIGN PRESSURE CHARTS ON SHEETS OF ANCHORS REFER TO ELEVATIONS AND 1 OF 7 AND 2 OF 7). DESIGN PRESSURE CHARTS ON SHEETS TYPICAL.FOR SILL. 1 OF 7 AND 2 OF 7). TYPICAL FOR SIL. DETAIL G DETAIL G I DUCT RBVISBD �+l 9*4 me Fled& DRAWING No. ATTACHMENT. 1 METAL STRUCTURE ATTACHMENT TO MULLION Code ATE. 1 (STEEL OR ALUM. 1/B" MIN. THICKNESS) (STEEL OR ALUM. 1/8'MIN.THICKNESS) No - �"� { W DATE:03-14-DB TYPICAL SILL SECTIONS Ie-1 SCALE: 1/2"-1" FRANCISCO HERNANDEZ FLORIDA PE 1 51393 SHEET 8 OF 7 _ 1/4" MAX. - SHIM� E 2 BY WOOD BUCK BY OTHERS. OG MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS 1/4'MAX. •; M THE STRUCTURE. SHALL BE APPROVED SHIM SPACE 1 1• " BY BUILDING OFFICIAL PRIOR TO /2 WINDOW INSTALLATION. �• ':. SURSMRB Vrmd011S 1/4"SMS 1 1/2"MIN.PENETRATION INTO WOOD. mamfoctur4,NIC. (FOR MAX.ANCHOR SPACING AND NUMBER 1 1/4" OF ANCHORS REFER TO ELEVATIONS AND 1/4'SMS THROUGH METAL 1M2d�idwFy m X12 MIN. BP�t&N ANYRE1StNRE 7). OF ON 9NffT3 ( I%(305)364-SM FOR MAX'ANCHOR$FACILE''AND NUMBER Fm:(308)828-5118 1/4"TAPCONS 1 1/4"MIN.EMBEDMENT TYPICAL FOR JAMBS. DF DESIGN PRESSURE REFER A ELEVATIONS SHE ANO DESIGN PRESSURE CHARTS ON SHEETS INTO MASONRY THROUGH 1"BY WOOD BUCK � OR NON SHRINK NON METALLIC GROUT yi 1 OF 7 AND J OF 7). DETAIL I ttPICAL FOR JAMBS, •A i (FOR MAX.ANCHOR SPACING AND NUMBER ATTACHMENT TO WOOD Ci � OF ANCHORS REFER TO EtFVA1K1N5 AND .• DESIGN PRESSURE CHARTS ON SHEETS .3 w. iv 1 OF 7 AND 2 OF 7). ■p TYPICAL FOR JAMBS. • C4 • • DETAIL J ••• • • U` • • ATTACHMENT TO METAL STRUCTURE • • • • 0 (STEEL OR ALUM. 1/8"MMI.THICKNESS) • • : • Ur :06:0: E.• • DETAIL H •• •• ATTACHMENT TO MASONRY • • •0000 • • Ly • • • GLAZING DETAIL :• •• • a U: :. • . % • Q 0.090"DUPONT BUTACITE PVB •••• • 1/8"HEAT 1/8'HEAT • STRENGTHENED STRENGTHENED •••••• • •• • • 1/4"SMS THROUGH MESAL •• • • ••• 0 • (FOR MAX.ANCHOR SPACING AND NUMBER • • • xi • OF ANCHORS REFER TO ELEVATIONS AND + • • • DESIGN PRESSURE CHARTS ON SHEETS •• TYPICAL.FOR JAMBS.) 3/ (71PNCAL)B� • MIAMI-DARE COUNTY APRWED - �MULLNON.(UNDER SEPARATE APPROVAL) rn SILICONE PECORA 895 �I I� Z �I I� GLAZING: 0.340'OVERALL LAMINATED GLASS USING TWO UTES OF a IL 0.125' HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER N FILM DUPONT BUTACITE PVB, BETWEEN THE TWO UTES OF GLASS. i LAMINATED BY TECNOGIASS OR SIMILAR g qtODuCT REVIBBD DRAWING No. ATTACHMENT TO MULLIONS DETAIL w8e166 HS08-01 kcceptsnwNo �fZcy 4' z r DATE 03-14-08 TYPICAL JAMB SECTIONS � Conud FRANCISCO HERNANDEZ FLORIDA PE N 51393 SHEET 7 OF 7 GENERAL NOTES: EXISTING WINDOW rTT__ j Y - ---_-__-__ 1. THESE PLANS ARE PREPARED EXCLUSIVELY FOR I I 1 IITO REMAIN I THE SELECTION OF NEW DOORS OR WINDOWS. I I I I A II N INSTALLATION SHALL BE CARRIED OUT FOLLOWING I I I O N II III THE CORRESPONDING PRODUCT CONTROL APPROVALS 53 1/18"L� -- r� 11111 FROM MIAMI-DADE COUNTY. ANY MODIFICATION TO I I IL&I �'' u _ ,� _ pSunshineindowsTHE ORIGINAL STRUCTURE REQUIRED FOR THE ___� 1 L------DOOR/WINDOW INSTALLATION IS NOT COVERED BY ^----� IL------- _ - , Inc.THESE PLANS. A SEPARATE PERMIT WITH ___J __-__ I L1 I I . rd Place CORRESPONDING DESIGN PLANS MUST BE OBTAINED 1 I © I I I I Hialeah, Florida 33012 IF MODIFICATIONS ARE REQUIRED FOR THE 1111 1 I OCT 1 rJ 2Q�5 u INSTALLATION I I 11 I 1 Ph: (305)364-9952 II I IFox:(305)828-5118 1p1 1 1 KITCHEN 1 2. THESE PLANS ARE NOT CONSIDERED COMPLETE I"1 I I BY• UNTIL SIGNED AND SEALED BY THE ENGINEER AND I L___- ____ I I REVIEWED AND APPROVED BY THE CORRESPONDING PERMITTING AGENCIES I 11 15fI DD 3. ALL DIMENSIONS SHOWN ON THESE DRAWINGS 1 1 I 11 1111 CV HAVE BEEN OBTAINED, IN PART, BASED UPONj j O BATHROOM I s 1111 INFORMATION FURNISHED BY OTHERS AND/OR BY I I I - -_-- I� Z ROUGH MEASUREMENTS FOR THE PURPOSE OF I I I I II�� 1111 < PROVIDING A SPACE PROPORTION TO THE USER. 1 I IF: ��` j 111 1111 W WHILE THIS INFORMATION IS BELIEVED TO BE 1 ___-- C__- 1 - - I I11 A � J RELIABLE, THE ENGINEER RECORDS ASSUMES NO 1 1 �1 Nl.iamiShcres Village 1� ___-_ q 1 0 L� RESPONSIBILITY FOR THE ACCURACY OF THIS i i 1 ;I H DIMENSIONS OR FOR ANY ERRORS OR OMISSIONS 1 I I 1 0%,F D `,FD BY DATE j1 q� II "" W THAT MAY HAVE BEEN INCORPORATED INTO IT AS A 1 I �� I I 11 IN 0 U RESULT OF INCORRECT INFORMATION PROVIDED TO I 1 -H ,�•.,,,"G DEPT �T ---_- I I 111 0 J 0 THE ENGINEER. THOSE RELYING ON THIS PLAN ARE I I /7", �, 1 F-----�I U ? _J = ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF I I I I 11 II I I (� ITS ACCURACY. 11 I I -rCi DEPT !q �� I I I I I I U = II � 4. 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