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WS-13-2181 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-199916 Permit Number: WS-9-13-2181 Scheduled Inspection Date: December 17,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: SEDMAKOV, KRASSIMIR Work Classification: Window/Door Replacement Job Address: 17 NW 107 Street Miami Shores, FL 33168-4306 Phone Number Parcel Number 1121360070470 Project: <NONE> Contractor: FLORIDA BUILDERS&ASSOCIATES Phone: (786)554-7926 Building Department Comments REPLACE 2 DOORS AND 10 WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 16,2013 For Inspections please call: (305)762-4949 Page 9 of 30 Miami Shores Village `17 Building Department DO NE.2d A v ,M�Shoes Prd 33138 SEvD Z_ ,0�2: Ii r Td:(305)795.??,04 Fax:(3"756.8972 Ihy'`f INSPECTION'S PHONE NUMBER:(M'YQ4%9 m BUILDING F$C 20 1 PERMIT APPLICATION Permit No. Master Pa it NOW Permit Tpw BUILDING ROOFING 1013 ADDRM: 7 At U-) 0 7 �•T,Q /(it. .�'� �. � � tv to the Bwmtag muted:Yes NO A ,_.. ?Ane: OWNER:Name(Fee Simple T"nlehoMa):_ RAsr A4,*A Sn /<OV /D p - g � d' 2 1p/4 Adams• .,, sty: Zip:— 35 /f, 'f Tam Name:_ N /� Phoret CONTRACTOR:Company Name: Ai,4a '�A y:l�!✓s l�t so c��os p�,�,.,�. �G� t Aftm:g 3 qt5 Al w 17 ! •y- nF-7524 2� T c hy-.— suft r7-- State Cwdfimdo;n or Regisorati(n#: S b, t��of C4mp"My t: . comact :I ) �',a -742¢ >�Address•2LA 1. ecW 51TY f - ,ca,,•, u VWW of Work for ft Permit:$ 7 o e) _SWWdLfaear.p`ootW of Work Cn Qo_..ear/2: ODOM40n lci J; , _,;,� � .• ems-; �� � �o®�,:;_.. ' F L$ a;y-. co b •�• Aia• .�M�N�k#t«*i�uluY1Y*!1�!#�ulalyA�tt Submittal Fee$ Permit Fee CCF MCC�. sawfty"$ . Radon Fee$ bey$ _And t - Notery S 1Y'sdntng/Edneatbn Fee$_._._..._T Fee 9 Donbk Fee$ Sttvctmrel Revbv$------�... TOTAL FU NOW DUE 777 Bonding Company's Name(if applicable) Bonding Company's Address City site zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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 wM be performed to meet the standards of all laws regulcting construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WOW PLUMBING,SIGNS, WELLS,PALS,FURNA( S�B004311S,BEATERS,TANKS and AIR CONDITIONW,ETC..... OWNER'S AFFIDAVIT: I 'that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ,sWARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU ` IN'T'END TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applieaw: As a condition to the issuance of a building permit with an estiowted value exceeding$2500,the applicant must promise in good faith that a copy of the notice of commencement and consmrction Gen law brochure will be deGwred to the person whose property is subject to anachmpo Also, a certj fled copy of the recorded notice of eommen-cemW must be posted at the job site for the first inspection *' h oc en (7)days d*er the.building permit is issued. to the absence of such sled'notice, the inspection will not be a einspection fee will be charged Signad>ra Signattm Owrtra Agemt Contractor The iastrnt was aclmawhalged More me this, ,_ The foregoing instrunumt was a wledged bGfgse w this day of 20 �$s d Se day of 20 a �e who is personally known to or wbo has l+ _WLC aF 'who is per's ally known to rte or who baapr mod.., ,,,,,,,,_,_ dficmion and who did take an oath. as ident i tion and who dl4A0w.ap oph. NOTARY F& UQ NOTARY PUBLIC: "Y '�e�; DIANEYSIS HARO ei a-- pdft- My pimuc-State of FWWa Notary Public-State of Florida My _ � _ :'. tpy Comm.Expires M y 23,2015 N` �=sly Comm.Expires May 23,2015 :" c, a, %;;. �: Commission 1i EE 9i�57 -%.",re op• Commission iE EE 90 7 '%°�n••o``� APPROV90 BY gilli Structural Review (Revised 3n212012yRevl8ed 07n0/O709*010finW XJt9 sect ins" 1 MIAMI•DADr MIAMI DADE COUNTY 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11845 SW 26 Street,Room 248 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �nvw miamidacie.sovleeonomA Sunshine Windows Manufacturing,Inc. 1745 W 334 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 AHD(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 AHT may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Clipped,Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT:Drawing No.M2011,titled"Aluminum Tube Mullion L.M.I.,"sheets 1 through 21 of 21,dated 02/11/13,prepared by manufacturer,signed and sealed by Francisco Hernandez, P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 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 ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure • to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page I and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.114216.02 M �� cotmmr t Expiration Date: March 28,2018 Approval Date: March 28,2013 Page 1 I Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M2011, Sheets 1 through 21 of 21,titled"Aluminum Tube Mullion L.M.I.", dated 02/11/13,prepared by manufacturer,signed and sealed by Francisco Hernandez,F.E. B. TESTS L Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed windows mulled together using different sizes of rectangular and round aluminum tube mullions,prepared by Fenestration Testing Laboratory,Inc. Test Report No. FTL- 7067,dated 09/26/12, signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 11/22/11 and revised on 02/25/13,prepared,signed and sealed by Francisco Hernandez,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with the FBC-2010,and of no financial interest,dated February 23,2013, signed and sealed by Francisco Hernandez,P.E. 2. Proposal No. 11--1216.02 issued by Product Control, dated January 31, 2012, signed by Manuel Perez,P.E. G. OTHERS 1. None. ' Manuel Perez;P E. 1' Product Control Exam er NOA No. I1=i�1G.02 Expiration Date: March 28,2018 Approval Date: March 28,2013 E-1 is 0.125" OR 0.250" THICKNESS INDEX OF DRAWINGS ' SEE ZING U T AND ¢ Sunshine Windows a GENERAL NOTES 1 OF 22 .— MULLION SECTIONS, GENERAL NOTES AND PROCEDURE FOR MULLION SELECTION. Manufocturing, Inc. a c 2 OF 21 .– MULLION SHAPES, ANCHOR CUPS AND ANCHOR CUPS LOCATION DETAILS. s — ® 3 OF 21 TABLE # 1. MULLION DESIGN LOADS (MULLION CAPACITY) FOR RECTANGULAR MULLIONS. 1745 W. 33rd 3012 Hialeah, Flortda 33012 4 OF 21 .– TABLE # 2. ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS. Ph (308)384-9952 5 OF 21 .— TABLE # 3. ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS. Foz.(308)828-5118 6 OF 21 .— TABLE # 4. MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACITIES) VERTICAL OR HORIZONTAL RECTANGULAR MULLIONS FOR ROUND MULLIONS. 7 OF 21 r ANCHOR CONFIGURATION TYPE Al ON CONCRETE OR MASONRY WITH 1 BY WOOD BUCK. SEE M Ut. Q N DOIG t LOAM (M U1 LION Q612At`M0 IMLE, 1 1 ON SHEET 4 OF 22 8 OF 21 .– ANCHOR CONFIGURATION TYPE Al ON WOODEN STRUCTURE OR 28Y WOOD BUCK. ,SEE ANCHOR DESIGN I,QAEaS (MCHOR CAM= TABLES # 2 AND # 3 ON SH FTS 4 AND 5 OF 21. 9 OF 21 ANCHOR CONFIGURATION TYPE A2 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK AND ON WOODEN STRUCTURE OR 2BY WOOD BUCK, 10 OF 21 ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK AND ON WOODEN STRUCTURE OR 28Y WOOD BUCK. GLAZING UNIT. SEE NOTES 2 AND 4 11 OF 21 ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK OF GENERAL GENERAL NOTES AND ON WOODEN STRUCTURE OR 2BY WOOD BUCK FOR 2b X 6 MULLION. ] 3 1/2"0 OR 4"0 ALUM. TUBE 12 OF 21 ANCHOR CONFIGURATION TYPE 81 ON CONCRETE OR MASONRY. 0.082" OR 0.125" THICKNESS 13 OF 21 .— ANCHOR CONFIGURATION TYPE 82 AND 83 ON CONCRETE OR MASONRY. !� ` VARIES 14 OF 21 .— ANCHOR CONFIGURATION TYPE B3 ON CONCRETE OR MASONRY. Z 90' TO 180' 15 OF 21 r ANCHOR CONFIGURATION TYPE C1 ON MEI'ALUC STRUCTURE. t6 OF 21 .— ANCHOR CONFIGURATION TYPE C2 ON METALUC STRUCTURE. H 17 OF 21 .— ANCHOR CONFIGURATION TYPE C3 ON METALUC STRUCTURE. ►� _ r 18 OF 21 .— ANCHOR CONFIGURATIONS TYPE 02, D3 AND D4. MULLION TO MULLION CONNECTIONS. =� 19 OF 21 .— ROUND MULLIONS. TOP VIEWS FOR ANCHOR CONFIGURATIONS TYPE BR2, BR3, CR2 AND CR3. 20 OF 21 .— ROUND MULLIONS. TOP VIEWS FOR ANCHOR CONFIGURATION TYPE BR4 AND CR4. VERTICAL ROUND TUBE MULLION 21 OF 21 •— ROUND MULLIONS. SIDE VIEWS FOR ANCHOR CONFIGURATIONS TYPE BR2, BR3, BR4, CR2, CR3 AND CR4. W SEE MULLION DESIGN I OARS-(MULLION APACM3 ANNn ANCHOR nectar LOADS (ANCHOR CAPAC ft TABLE BLE � 4 ONES,HEFT 6 OF 21, GENERAL NOTES: PROCEDURE FOR MULLION SELECTION I.– THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 7.– THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL 1.DETERMINE THE DESIGN PRESSURE BY COMPUTING THE WIND FLORIDA BUILDING CODE. BE NOT LESS THAN 11/8-. ALUMINUM SHALL BE 6063–TS AND LOAD IN PSF ACTING ON THE MULLION AS PER 2010 FLORIDA BUILDING CODE. 2,–MULLIONS SHALL BE USED ALONG WITH SEPARATE APPROVED STEEL SHALL BE Fyn 36 Icai MIN, 2.USE MULLION DESIGN LOAD (MULLION CAPACITY) TABLES # 1 AND # 4 ON GLAZING UNITS MEETING THE 2010 FLORIDA BUILDING CODE 6.– TUBE MATERIAL SHALL. BE ALUMINUM ALLOY 6063–T6. ON SHEETS 3 AND 8 OF 21 TO DETERMINE THE MULLION SECTION REQUIRED REQUIREMENTS. USE GLAZING UNIT APPROVAL TO SPECIFY Tp MEET THE DESIGN PRESSURE. FASTENER SIZE AND SPACING. S.– ALL ANCHORS INSTALLED IN THE STEEL/ALUMINUM HOST STRUCTURE 3.– TYPE OF ANCHORS: FOR ATTACHMENT INTO CONCRETE OR SHALL HAVE 1" MINIMUM TO THE EDGE OF THE STRUCTURAL MEMBERS. 3. USE TABLES # 2, f 3 AND # 4 ON SHEETS 4, 5 AND 6 OF 21 TO DETERMINE • MASONRY WITH 1BY, 2BY OR WOODEN STRUCTURES USE 1/4-R DIAM. THE TYPE OF CONNECTION BETWEEN THE MULLION AND THE STRUCTURE l0.– WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE TO MEET THE DESIGN LOAD (MULLION CAPACITY). TAPCON BY "fiW BUILDEX' (NOA No.07-1126.10); FOR ATTACHMENT 0-0.55 OR GREATER DENSITY. TO METAL STRUCTURES, OR METAL TO METAL CONNECTIONS USE ALL ANCHORS INSTALLED IN WOOD SHALL HAVE i" MINIMUM TO THE 4.HIGHLIGHT MULLION AND ANCHOR SELECTED OPTIONS AND CORRESPONDING 1/4' DIAM. GRADE 5 SHEET METAL SCREWS. EDGE OF THE STRUCTURAL. MEMBERS WITH 1 3/8- MIN. EMBEDMENT, TABLE VALUES OBTAINED IN A SPECIFIC APPLICATION WHEN USING THIS NOA 4.– THE DESIGN PRESSURES SHOWN ON THE CHARTS ARE BASED ON TO APPLY FOR A PERMIT. TUBE STRENGTH ONLY. NO CONTRIBUTION OF ATTACHED GLAZING UNITS GROUT CONCRETE STRENGTH: 00 psi M psi MW., CMU PER ASTM C90, NM GROUT FILL® CMU fm= 2,000 pal MIN. �� by: bate ARE CONSIDERED. ALL ANCHORS INSTALLED IN CONCRETE SHALL HAVE 2 1/2- MINIMUM 02-11-13 . FOR DETAILS OF ATTACHMENT BETWEEN MULLIONS AND STRUCTURES DIST. TO THE STRUCTURAL. MEMBERS WITH 1 3/4- MIN. EMBEDMENT. Same: 1/2* m 1' 5 REFER TO SHEETS 7 THROUGH 21 OF THIS PRODUCT APPROVAL. (EXCLUDING STUCCO, FOAM, BRICK AND OTHER WALL FINISHES). r Revision: Rsvislon: 6.– WOOD BUCKS BY OTHER SHALL BE PROPERLY ATTACHED TO 12.– MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL TO THE STRUCTURE AND SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR Approved Florida ld ng Coyt�with 1L�s ,� DRAWING N0. TRANSFER GLAZING SYSTEM LOADS oric#e Tiuidln C e SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO MATERIALS SHALL BE PROTECTED IN ACCORDANCE WITH THE SECTION Date a'<8 ::°;'' ` -$$-f MULLION INSTALLATION, 2003.8.4 OF THE 2010 FLORIDA BUILDING CODE. N 6 M2011 -- FRANCISCO HERNANDEZ t+aiamI Dade Product Caatro! FLORIDA PE 51393 SHEET Hy. i� rte.:x� ;< :�;.. 1 OF 21 ROUND MULLIONS RECTANGULAR MULLIONS ANCHOR CLIPS CROSS SECTIONS CROSS SECTIONS CROSS SECTIONS 0.082 0.125 0.125 .125 0.750 1.750 0.125 0.125 0.125 4.000 0.125 4.000 0.125 3.000 3.000 0'094 2.250 0.09 2.250 2 2.000 2.250 Sunshine Wlndm 2.000 2.000 98 .9 0.125 9 1.9 0.125 2 5 0 0.125 0.750 Monufactudog, Inc. 5.500 2.000 1745 W. 33rd Place 0.094 0.125 Vi CUP Y2 CLIP Z" X 2" X 1/8" ANGLE CLIP 2" X 5" X f/8" ANGLE CLIP U CUP Htoleah. Fonda 33012 Ph: (305)384-8852 3.600 4.000 1.000 OPTIO P 0.500 Fox:(305)828-bt 18 ALLOY: 6063-75 ALLOY: 6063-T5 ALLOY: 6083-T5 ALLOY: 6063-TS ALLOY: 6063-T5 3 1/2" ROUND MULL 4" ROUND MULL 1.000 ALLOY: 6063-T6 ALLOY: 6063-T6 1" X 2" X 1/8" 1" X 2" X 1/8" ANCHOR CLIPS LOCATION DETAILS 1" X 3" X 1/8" 1" X 3" X 1/8" A 1" X 4" X 1/8" 1" X 4" X 1/8" / I C ALLOY 6063-T6 ALLOY: 6063-T6 -- 0.125 6.000 FTOA25 r 0.250 DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 Q 0.250 V CUPS L CUPS v CLIPS L CLIPS I..I HORIZONTAL POSITION HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION a 4043 FILLER ALLOY ' 4.000 4.000 ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES CONTTN. WELD t/a• 6 TOP VIE%V W ROUND MULLION ANCHOR SLEEVE 1.000 ALLOY: 6063-T5 " " " 2.000 1 X 4 X 1 4 --- I t / 2" X 4" X 11W I - B ALLOY: 6063-T6 2" X 6" X 1/8" _ r ----- -- --- - -__-_-- --- r C t ALLOY 6063-T6 r r 4043 FILLER ALLOY CONTIN. WELD 0.250 DETAIL 5 DETAILS DETAIL 7 DETAIL 8 tom. 2.000 0.250 V CLIPS L CLIPS Y CLIPS L CUPS r HORIZONTAL POSITION HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION MULLION TO MULLION MULLION TO MULLION MULLION TO MULLION MULLION TO MULLION 0.125 6.000 r ^ A _ -------^----- SECTION 1-1 I ROUND MULLION ANCHOR SLEEVE ALLOY: 6063-T5 ; jj ROUND MULWON SLEEVES 2.000 0"o by, NM Date: 02-11--13 MULLION DIMENSIONS TYPE A B C 2" X 6" X 1/4" DETAIL 9 DETAIL 10 DETAIL 11o�t/4" 1 " U CUPS U CUPS ROUND MULLION SLEEVE 3 1/2" 5.500" 3.250" 0.125" HORIZONTAL POSITION VERTICAL. POSITION VERTICAL POSITION Revlstoa ALLOY 6063-T6 '-. MULLION TO MULLION MULLION TO MULLION ON SUBSTRATES Approved as oo#iplyiag with t1 s ORA"NC NO. 4" 5.000° 3.687" 0.125" Florldq Ruldia C M201 1 IttohB '� `. .a FRANCISCO HERNANDEZ NOTES: - FOR ROUND MULLION AND ANCHOR t--'iVr" . MULLION SHAPES, ANCHOR CLIPS A2iao�l Dade Feodaet control ' FLORIDA PE 51393 DESIGN LOADS SEE SHEET 6 OF 21. j�('� f''� (� ;- � SHEET' - FOR CONFIGURATIONS OF ROUND ANCHORS AND ANCHOR CLIPS LOCATION DETAILS By 2 OF 2'1 Ll - SEE SHEETS 19, 20 AND 21 OF 21. MULLION DESIGN LOADS(II+ULLION CAPACI13_ FOR RECTANGLII_.AR MULLIONS TABLE#1 HORIZONTAL RECTANGULAR GLAZNG MUWON PRODUCT MULIM DESIGN LOAD PW MULLION DESIGN LOAD PSF MUWON DESIGN LOAD - PW DIMENSIONS MULLION MULLION MULLION MULLION ONEN31OIS MULLION MULLION MUWON MULLION DIMENSIONS MULLKIN MULLION SUn5foc nq, Inc. �flnUffl�itflntj, fnc. ICI IN X 2" 1' X 3' 1' X 4' IN X 40 IN X 4" 2" X 4' 2` X V 2' X6' 2"X 6" 2" X 6" RECTANGULAR MOTH (W) SPAN x t/8" x t/8• X 1/8" x t/4" YM0if4 �} SPA, X 1/4" X 1/8" X 1/8' X 1/4• WIDTH (W) SPAN X 1/8 X 1/4 MULLION 1745 .- 33►a Plane tltal�, Florida 33012 Ph: (305)364-9952 27' 128.5 1400 140.0 140,0 27• 140.0 115.4 1400 140.0 27" 1226 140.0 Fa (305)828-8118 37' 93.75 40.0 140.0 140.0 37" 112.8 84.20 140.0 1400 37' 89.45 140.0 GLAZING GLAZING 48" " 72.25 140.0 140.0 140.0 48' 84, 87.00 64.90 1400 140.0 48" " 68.90 126.6 PRODUCT PRODUCT 00• 57.80 119.9 140.0 140.0 60' 69.55 51.90 112.5 140.0 W i2fl 55,15 101.3 66' 52.55 109.fl 140.0 140.0 86' 63.25 47.20 102.3 140.0 66" 50.15 9210 MULLION SPAN 74' 46.85 97.25 MOM 140.0 74' 56,40 42.10 91.25 140.0 74' 44.70 8215 TRIBUTARY I MOT14 (W) = Wt + 002 • 80' 43.35 9000 140.0 1400 80' 52.15 38.90 84.40 140.0 $0" 41.35 76.00 2 27* 57.45 140.0 140.0 140.0 2Y 125.7 77.30 140.0 140.0 2Y 111.2 1400 HORIZdiNTAL Ml1LlION 37' 41.90 113.7 140.0 140.0 378 91.70 56.40 1400 140.0 3Y 81.15 140.0 ►� 4$" 32.30 87.65 140.0 140.0 48' 70.70 43.45 122.6 140.0 48' 6255 114.9 Q W" 51. _ 70.10 112.8 140.0 60" 90 56.55 - 34.75 98.00 140.0 6fl 126" 50.00 91.90 a -VERTICAL - 6335 102.5 140.0 86" 51.40 31.60 89.15 t4O.0 661 45.45 83M RECA , if MULLION vs 74' - 56.85 91.45 140.0 74" 45.85 28.20 79.50 140.0 74' 40.55 74.50 a ISON - 52.80 84.60 140.0 80■ 42.40 - 73.55 135.1 80" 37.50 68.90 L!!- GLAZING 27' - 111.9 140.0 140.0 2Y 103.6 64.45 140.0 140.0 27" 101.3 140.0 PRODUCT 37' - 81.65 140.0 140.0 37' 75.55 47.00 139.7 140.0 37' 73.90 135.8 48" ■ - 62.95 109.0 140.0 48" " 58.25 36.25 1073 140.0 48' 57.00 104.7 � Wt W2 58. I 60` - 50.35 87.20 140.0 60■ 96 46.60 29.00 86.20 140.0 60" 132 45.60 83.75 TRIBUTARY WIDTH (W) = Wt + 002 66' - 45.75 79.25 140.0 66■ 42.35 - 78.35 140.0 66■ 41.50 76.15 2 74' - 40.80 70.70 138.3 74" 37.75 - 69.20 128.4 74" 36.90 67.90 VERTICAL MULLION 80' - 37.75 65.40 128.0 80" 35,00 - 64.65 118.7 8fl' 34.20 62.80 27` - 87.30 140.0 140.0 2Y 86.35 54.30 140.0 140.0 27' 9270 1400 NOTES: 37' - 63.70 119:8 140.0 37' 63.00 39.60 123.8 140.0 37" 67.65 1 124.2 1,- INTERPOLATE FOR INTERMEDIATE VALUES 48• - 49.10 92.46 140.0 48" 48.55 30.50 95.45 140.0 48" $2.15 95.80 OF SPAN AND/OR TRIBUTARY WIDTH TO 60' " - 39.30 73.90 140.0 W 102' 38.85 - 76.35 140.0 W 13s' 41.70 76.60 DETERMINE THE DESIGN LOAD (MULLION CAPACITY'). 66' - 35.70 67.20 131.5 66• 35.30 - 69.40 127.5 66' 37.90 69.65 2,- MULLIONS ON THIS CHART MAY BE 74' - 31.85 59.90 117.3 74" 31.50 - 61.90 113.7 74' 33,$0 62,10 ORIENTED VERTICALLY AND/OR HORIZONTALLY. 80■ - 29.45 55.40 108.4 80' 29.10 - 57.25 105.2 80" 31.25 57.45 3.- SEE MULLION CROSS SECTIONS ON Drown NM Date: 2-11-13 27' - 51.75 111.0 140.0 27" 72.70 46.10 140.0 140.0 27' 85.10 140.0 SHEET 2 OF 21. scale: NTS 37' - 37.75 8101 140.0 37■ 53.00 36.65 110.4 1400 3T 62.10 114.1 Revision: 48' - 29.10 62.40 122.1 48■ 40.90 - 85.10 140.0 48` " 47.85 87.90 RevAWN " Florida d as coStplyIuR wlih tie DRAWING N0, 75 100 144 For[da Ciutdia C 49.90 97.70 80■ 32.70 - 68.10 125,1 00' 36.30 70.35 pare , .�M.. r I , Z 254!5 M2011 T"�'� FRANCISCO HERNANDEZ 660 - _ 45.40 88.85 66' 29.75 - 61.90 113.7 66" 34 00 63.50 --a-= -- ARtargl Bade Prodaet Control FLORIDA PE # 51393 " " SHEET 74 - - 40.50 79.25 74 - - 55.20 101.4 74 31.00 57.00 60■ - .. 37.45 73.30 80■ - - 51.00 93.80 00' 28.70 5 2.70 pY������-- ,� ~,���`" 3 OF 21 r AMA FOR AMCHOR CUPS SEE DETAILS ANCHOR DESIGN LOADS(ANCHOR CAPACITY) ANCHOR DETAILS 1 AND 2 ON SHEET 2 OF 21 N. FOR RECTANGULAR MULLIONS - CROSS REFERENCE TABLE FOR ANCttOR CUPS .. • TABLE#2 (RECTANGULAR MULLIONS) SEA DEMILS 1 AND 2 HORIZONTAL .' : ' ... :.............. ................ ON SHEET 2 OF 21 RECTANGULAR ANCHOR DESIGN LOAD -- PSF CONFIGURATIONS LOCATED ON PRODUCT Sunshine Windows DIMENSIONS ANCHOR TYPE A ANCHOR TYPE 8 ANCHOR TYPE C ANCHOR TYPE 0 At SHEETS 7 AND 8 OF 21 FOR E DEERMSCLIPS Mmufaduring, Inc. 1749 W. 33rd Boca A2 SHEET 9 OF 21 5; 6, 7, 8, 9 AND 10 Hialeah, Floft 33012 YADlt# �) SPAN CONF1{tUtiATI�1S CONfiGilRA1TONS CaNFIGURATTONS COKFMIlRATIOHS ON SHEET 2 OF 21 Pb: (3x5)384-9992 A2 A3 B3 1 C3 02 04 A3 S}iEETS 40 AND 11 OF 21 1+'ERTICAI, Fox:(305)828-8148 77 27- 129.9 140.0 140.0 140.0 140.0 140.0 140A 140.0 140.0 140.0 140.0 140.0 81 SHEET 12 OF 21 RECTANGULAR 37' 94.80 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 MULLION 82 SHEET 13 OF 211 FOR ANCHOR CUPS GLAZING OWING 4g' 73.10 140.0 140.0 11&1 140.0 140.0 113.2 140.0 140.0 113.2 140.0 140.0 83 SIM 13 AND 14 OF It SEE DETAILS PRODUCT PRODUCT 39' 3 AND 4 10' 58.45 116.9 140.0 94.50 140.0 140.0 90.55 140.0 140.0 90.55 435.8 140.0 Cl y^� 15 OF 21 ON SHEET 2 OF 21 68' 53.15 106.3 140.0 85.90 140.0 140.0 82.35 140.0 140.0 82.35 123.5 140.0 02 SKEET 16 OF 21 74- 47.40 94.80 140.0 76.60 140.0 140.0 73.45 140.0 140.0 73.45 110.1 140.0 C3 SHEET 17 OF It f MULLION SPAN W 43.85 87.70 431.5 70.85 140.0 140.0 67.90 t35.8 140.0 67.95 101.9 135.8 D2 SHEET 18 OF 21 27' 99.35 140.0 140.0 140.0 140.0 140.0 153.9 140.0 140.0 140.0 140.0 140,0 D3 SHEET t8 OF 21 TRIBUTARY WIDTH (111 _ �Yt W2 37' 72.50 140.0 140.0 117.2 140.0 140.0 112.3 140.0 140.0 112.3 140.0 140.0 04 SHEET 18 OF 21 48• ° 55.90 111A 1400 90.35 140.0 140.0 86.55 140.0 140.0 86.55 129.8 140.0 HORIZONTAL M� ON z ° 51 44.70 89.45 134.1 72.25 140.0 140.0 69.20 138.5 140.0 69.25 103.9 13&5 FOR ANCHOR CUPS 0 6g' 40.65 81.30 121.9 65.70 131,4 140.0 62.95 125.9 140.0 62.95 94.45 125.9 DESCRIPTION OF SEE ANDA4 a 74' 36.25 72.50 1083 58,60 117.2 140.0 56,15 1#2.3 140.0 56.15 84.25 112.3 ANCHORS PER TYPE ON SHEET 2 OF 211 SO° 33.50 67.05 100.8 54.20 108.4 '140.0 51.95 103.9 140.0 51.95 77.90 103.9 RECTANG. ANCHOR DLSCIPTION OF ATTACHMENT MULLION v, 27' 87.35 140.0 140.0 140.0 140.0 140.0 135.3 140.0 140.0 135.3 140.0 140.0 TYPE zo 37- 63.75 127.5 140.0 103.0 140.0 140.0 98.75 140.0 140.0 98.75 140.0 140.0 A TROUGH 1'BY WOOD BUCK WO CONCRETE, FOR ANCHOR CUPS Oi'ONG OWING MASONRY OR WOOD SUBSTRATE. SEE DETAILS PRODUCT PRODUCT 4g° 49.15 98.30 140.0 79.45 #40-0 140.0 76.10 140.0 140.4 76.10 114.2 140.0 3 AND 4 ON • 8 INTO CONCRETE SUtSTRATE 60' 39.30 78.65 117.9 63.55 1127.1 140.0 60.90 121.8 140.0 60.90 91.35 121.8 ON SHEET 2 OF 21 C INTO METAL SUBSTRATE 66' 35.75 71.50 107.2 57.75 115.5 140.0 55:35 110.7 140.0 55.35 83.00 110.7 D WO METAL SUBSTRATE (MULLION TO MULLION) 74- 31.85 63.75 95.65 51.50 103.0 139.1 49.35 98.75 1400 49.35 74.05 98.75 Wt W2 80' 29.45 58.95 88.45 47.65 95.30 112&7 45.65 91.37 137.0 45.65 68.5 91.35 TRIBUTARY WIDTH (W) - W1 2 27' 80.45 140.0 140.0 130.0 140.0 140.0 124.6 140.0 140.0 124.8 140.0 1400 NOTES: 37' 5&70 117.4 140.0 94.85 140.0 140.0 90.90 140.0 140.0 90.90 140.0 140.0 1.- INTERPOLATE FOR INTERMEDIATE VALUES VERTICAL MULLION 41' 45.25 90.50 135.7 73.10 140.0 140.0 70,10 140.0 140.0 70.10 149.0 1400 OF SPAN AND/OR TRIBUTARY WIDTH TO 60' 6y 36.20 72.40 10&6 5&50 117.0 140-0 56.05 112.1 140.0 56.05 1`12.1 140-0 DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 66' 32.90 65.80 9&70 53.10 106.3 140.0 1 50,95 101.9 1404 50.95 101.9 140.0 2.- MULLIONS ON THIS CHART MAY BE 74' 29.35 58.70 88.05 47.40 94.85 128.1 45.45 90.90 136.4 46.45 90.90 136.4 ORIENTED VERTICALLY AND/OR HORIZONTALLY. 86• 27.15 54.30 84.45 43.85 87.75 118.4 42.05 84.10 12&1 42.05 84.10 128.1 27' 67.55 135.1 saga 109.2 140.0 140.0 104.6 140.0 140.0 104.6 140.0 140.0 �•- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. Drown byi NM 37 49.30 98.60 140.0 79.70 140.0 .140.0 76.35 140.0 140.0 7635 1114.5 140.0 48' 38.00 7&00 114.0 61.40 122.8 140.0 5&85 117.7 140.0 58.85 88.30 117.7 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS Scale 2-t t-t3 1. scola. NTS lg 30.40 60.80 91.20 49.10 98.30 132.7 47.10 94.20 140.0 47.10 70.65 DETAILS ON SHEET 2 OF 2 94.21 1tevTsla+: 86' 27.60 55.25 82.95 44.65 89.35 120.6 42.80 85.60 128.4 42.80 64.20- 85.60 Revision: 74' 24.65 49.30 73.95 39.85 79.70 107.6 38.15 76.35 114.5 3&15 57.26 76.35 Approved as complying with Hm E/ OROING NO. Florida QuIding Corp c _ 80' 22.80 45.60 68.40 36.85 73.70 99.50 35.30 70.65 105.9 1 35.30 52.50 70.85 � FRANCISCO FiERNANOEZ M2011 k� NOA Miami Dade Produet Control 1 FLORIDA PE # 54393 SHEET 4 OF 2 1] r` .: FOR ANCHOR CUPS SEE ANCHOR DESIGN LOADS(ANCHOR CAPACITY) ANCHOR DETAILS 22 ON FOR RECTANGULAR MULLIONS CROSS REFERENCE TABLE ON SHEEP 2 OF 21 TABLE#3 (RECTANGULAR MULLIONS) FOR ANCHOR cups SEE DETAILS I AND 2' HORIZONTAL }: ANCHOR DESIGN LOAD - PSF ANCHOR DESIGN LOAD - PSF CONFIGURATIONS LOCATED ON ON SHEET 2 OF 21 REGIANGLILAR MAZINGT Sunsfiine Windows NENSM ANCHOR TYPE A ANCHOR TYPE B ANCM TYPE C MMENSMS ANCHOR TYPE A ABHOR'TYPE B ANCHOR TYPE G At SHEETS 7 AND 8 OF 21 FOR ANCHOR CUPS MOlwfo*Iing, Inc. VADTH (W) SPAN CONFKAIRUM 00*% WIONS C0*1QIRATLONS ( ) SPAN CONFIMRATIONS CONFiGIIMMKIHS OMF1GURATM A2 SHEET 9 OF 21 SEE DETAILS 4745 Week, 33rd Place A2 A3 83 G2 G3 1iADTH w 83 a c3 5, 8, 7, 8, 9, AND 10 : (3 Fioddo 33552 A3 SHEETS 1O AHD 11 OF 21 ON SHEET 2 OF 21 Ph: (303)384-8852 27' 120.5 140.0 f 40.0 140.0 140.0 1400 2Y 84.45 126.7 136.5 140.0 130.8 140.0 VERTMG 4'ox(305)828-6118 8} SUET t2 OF 21 RECTANGULAR 37' 88.00 132.} 140.0 140.0 136.4 140.0 37' 61.65 92.45 99.60 134.5 95.45 140.0 B2 SHEET 13 OF 2f MULLION FOR ANCHOR CUPS 48' 67.80 101.8 109.7 140.0 105.1 140.0 48' 47.50 71.20 76.80 fO3.6 73.60 110.4 OLAZII`1O GLAZING Be 12O' 83 SHEU 13 AND 14 OF 21 SEE DETAILS PRODUCT PRODUCT or $4.30 81.45 87.75 118.4 84.10 126.1 60' 38.00 5700 61.40 82.90 58.85 88.30 3 AND 4 Gt SHEET 15 OF 21 ON SHEET 2 OF 21 66' 49.35 74.05 79.75 107.7 76.45 114.7 86' 34.50 51.80 55.85 75.40 53.50 80.25 C2 SHEET 16 OF 21 74" 44.OD 66.05 71.15 96.05 68.20 102.3 74' 30.80 46.20 49.80 67.25 47.70 71.60 C3 SHEEI. 17 OF 21 MULLION SPAN 74' 40.70 61.10 65.80 188.85 63.05 94.60 74' 28.50 42.75 46.00 62.20 44.15 66.20 r I}2 SHEET 18 OF 21 27' 112.6 140. 140.0 140.0 140.0 140.0 27' 80.45 120.6 1300 140.0 124.6 140.0 D3 SHEQ 18 OF 21 TRIBUTARY WIDTH (W) = W1 + w2 37' 82.15 123.3' 132.8 I40.O 127.3 140.0 37' 58.70 88.00 94.85 t28.1 90.90 138.4 O4 SHEET 18 OF 21 2 1� 48' w 83.35 95.00 102.4 138.2 98.10 1400 48' 126' 45.25 67.85 73.10 98.70 70.10 1115.1 HOMZONTAL MULUON O 80' 50.65 76.00 81.90 110.5 78.50 117.7 84 36.20 54.30 58.50 19.00 56.00 84.11 FOR ANCHOR CLIPS h'1 66' 46.00 69.IO 74.45 100.5 71.35 107.0 68' 32.90 49.35 5115 71.80 50.95 17&45 DESCRIPTION OF SEE DETAILS 74' 41.00 61.65 66.40 89.65 85.35 95.45 74' 29.35 44.00 47.40 64.00 45.45 88.20 3 AND 4 ANCHORS PER.TYPE ON SHEET 2 of zI _ 74' 38.00 57.00 61.44 82.90 58.85 88.30 74' 27.15 40.70 43.85 59.20 42.00 63.00 VERf IC G. 27' 105.6 140. 140.0 140.0 140.0 140.0 27' 76.80 115.2 124.1 140.0 118.9 140.0 TYP ANCHOR DESCIPTION OF ATTACHMENT MULLION W 37' 77.05 115.5 124.5 140.0 119,3 140.0 37' 56.00 84.00 90.55 1122.2 86.80 130.2 A TROUGH 1'BY WOOD BUCK INTO CONCRETE, FOR ANCHOR CUPS GLAZING GLAZING 48' 59.40 89.10 96.00 129.6 92.00 138.0 48` 43.20 84.80 69.85 94.25 66.90 100.3 MASONRY OR YID SUBSTRATE. SEE DETAILS PRODUCT PRODUCT 96' 132' 8 INTO CONCRETE SUBSTRATE 3 AND 4 6O' 47.50 71.25 76.80 1 103.6 73.60 110.4 60' 34.55 51.80 55.85 75.40 53.50 80.25 C INTO MEIN.SUBSTRATE ON SHEET 2 OF 21 86' 430 an 69.80 94.25 6"0 14D.3 68' 31.40 47.10 50.75 68.55 48.65 73.00 O INTO METAL SUBSTRATE (MUWON TO MUIJJON) 74' 38.50 57.75 62.25 84.05 59.65 89.50 74" 28.00 42.00 45.25 61.10 43.40 65.10 W1 W2 74' 35.60 53.45 57.60 77.75 55.20 82.80 74' 25.90 38.85 41.85 56.55 40.15 60.20 TRIBUTARY WIDTH (W) 27" 99.35 140.0 140.0 1400 140. 140.0 27' 73.45 110.1 118.7 140.0 113.7 1400 NOTES: 37' 72.50 108.7 117.2 140. 112.3 140.0 37' 53.60 80.40 86.60 116.9 63.00 124.5 1 INTERPOLATE FOR INTERMEDIATE VALUES VERTICAL MULLION 48" 55.90 83.85 90.35 121A 86.55 129.8 48' � 41.30 61.95 66.75 90.10 64.00 96.0 OF SPAN AND/OR TRIBUTARY WIDTH TO 60' 102 44.70 67.05 72.25 97.55 69.25 103.9 w 138 33.05 49.55 53.40 72.10 51.20 76.80 DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 66' 40.65 60.95 65.70 88.70 62.95 94.45 86' 30.00 45.00 48.55 66.55 46.55 69.80 2.- MULLIONS ON THIS CHART MAY BE 74' 36.25 54.35. 58.40 79.10 56.15 84.25 74' 26.E 40.20 43.30 58.45 41.50 62.25 ORIENTED VERTICALLY AND/OR HORIZONTALLY, 74' 33.50 50.30 54.20 73.15 51.95 77.90 74' 24.75 37.15 40.00 54.00 38.40 57.60 V. 93.85 140.0 140.0 140.0 143.3 t4O.0 27' 70.40 105.6 1117 153.6 109.0 140.0 3.- SEE MULLION CROSS .SECTIONS ON 37' 68.45 102.7 110.7 1140.0 106.0 440.0 37" 51.35 77.05 83.W 112.0 79.55 119.3 SHEET 2 OF 21. Draw" ly NM 48' 52.80 79.20 85.30 115.2 81.75 122.6 48' 39.60 59.40 64.00 86.40 61.30 92.00 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS Sots: 2 t4T5 NTS 60' 42.20 63.35 68.25 92.15 65.42 98.10 6O' 144" 31.65 47.50 51.20 69.10 49.00 73.60 DETAILS ON SHEET 2 OF 21. Revision 88' 38.40 57.60 62.05 83.75 59.45 89.20 68' 28.E 43.20 46.55 62.80 44.60 66.90 Revision: 74' 34.200 51.35 55.35 74.70 53.05 79.55 74' 25 85 38.50 41.50 56.00 39.75 59.65 4pproved as complying%-Ilk the oRavnNG N0. Florida OvIding Cofto... z- Z6-15 M 201 1 74' 31.65 47.50 51.20 69.10 49.05 73.60 74' 23.75 35.60 38.40 51.80 36.8 55.20', �: r'{ : " Dote r:fry _ �, .a ':> FRANCISCO HERNANDEZ :: FLORIDA PE # -51393 M1awl Dade Noduet e�a SHEET t: 5 OF 21 MULLION AND ANCHOR DESIGN LOADS(MULLION AND ANCHOR CAPACITIES) FOR ROUND MULLIONS TABLE#4 ANCHOR DETAILS MULWN DESIGN LOAD - PSF ANCHOR DESIGN LOAD PSF . - CROSS REFERENCE TABLE �R ANCHOR � Sunshine Windo�s n DIMENS1oNS Mut tIDN Muu wN ANCHOR TYPE B ANCHOR TYPE c (ROUND MULLIONS) ON SEE 2 Ft it Mardadudng, Inc. 3 1 j2'O 4 O CONRGURATIONS CONFIGURATIONS VERTICAL 1745 W. 33rd Place WIDTH (W) SPAN X 0.082• X 0.125" 8R2 BR3 BR4 CR2 CR3 CR4 TOP VIEW SECTION ROUND $ Hioteah, Florida 33012 CONFiGtIRN10NS LOCATED ON LOCATED ON MULLION t Ph: (305)364-9952 27' 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 F4=(305)828-5118 � SHEET 19 OF 21 S1�E1'21 OF 21 37' tt6.9 140.0 140.0 140.0 140.0 140.0 140.0 1400 8R3 SHEET 19 OF 21 SHEET 21 OF 21 FOR ANCHOR CUPS PPRODUUCT PACT 48' 39" 90.16 140.0 118.1 140.0 113.2 113.2 140.0 140.0 BR4 SHEET 20 OF 21 SHEET 21 OF 21 � QETAIL 1`1 � ON SHEET 2 OF 21 60' 72.10 140.0 94.50 127.6 90.55 90.55 135.8 140.0 CR2 SHEET 19 OF 2t SHEET 21 OF 21 86' 65.55 129.0 85.90 116.0 82,35 82.35 123.5 140.0 CR3 SHEET t9 OF 21 SHEET 21 OF it Wl T W2 74' 58.45 115.0 76.60 103.4 73.45 73.45 110.1 140.0 CR4 SHEET 20 OF 2t SHEET 21 OF 21 = W2 two 54.00 106.4 70.85 95.70 67.90 67.95 101.9 135 TRIBUTARY WIDTH (W) Wl +8 2 27' 93.70 140.0 140.0 140.0 140.0 140.0 140.0 140.0 37- 6635 134.5 117.2 140.0 112.3 1112.3 140.0 140.0 �� M11�ON a DESCRIPTION OF Z 48' 511" $2.70 1017 9o.35 121.9 86.55 86.55 129.8 140.0 ANCHORS PER TYPE 0 60' 42.15 82410 72.25 97.55 69.25 69.25 103.9 138.5 (ROUND MULLIONS) 68' 38.30 75.40 65,70 88.70 62.95 62.95 94.45 1253 ANCHOR TYPE DESaPTION OF ATTACHMENT 74' - 67.25 58.60 79.10 56.15 56.15 84.25 112.3 80' - 62,20 54.20 73.15 51.95 51.95 77.90 103.9 8 INTO CONCRETE SUBSTRATE C INTO t+t£TAL SUBSTRATE 27' 72.40 140.0 140.0 140.0 135.3 140.0 140.0 140.0 37- 52.85 104.0 103.0 139.1 98.75 140.0 1400 140.0 NOTES: 48' 58' 40.75 80.15 79.45 107.2 76.10 140.0 114.2 140.0 1.- INTERPOLATE FOR INTERMEDIATE VALUES 60" 32.60 64.15 63.55 65.80 60.90 121.8 91.35 121.8 OF SPAN AND/OR TRIBUTARY WIDTH TO 66' - 58.30 57,75 78.00 55.35 110.7 83.00 110.7 DETERMINE 'DESIGN LOAD (MULLION AND ANCHOR CAPACITIES). 74' -- 52.00 51.50 69.55 49.35 98.75 74.05 98.75 2.- SEE DETAILS OF ROUND MULLIONS ON 80" - 48.10 47.65 64.35 45.65 91.35 68.50 91.35 SHEETS 19, 20 AND 21 OF 21. 27m 61.25 120.8 130.0 140.0 124.6 140.0 l a0 140.0 3.- ROUND MULLIONS SHALL BE ORIENTED VERTICALLY ONLY. 37" 44.70 88.15 94.85 128.1 90.90 140.0 136.4 140.0 46" 34.45 67.90 73.10 98.10 70.10 140.0 105.1 140.0 4.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 60' 63 - 54.35 58.50 78.95 5605 112.1 84.10 t12.1 5.-- SEE ANCHOR SLEEVE DETAILS, SECTIONS AND Or - 49.40 53.15 71.80 50.95 101.9 76.45 101.9 LOCATIONS ON SHEET 2 OF 21. 74" - 44.00 47.40 64.00 45.45 90.90 68.20 90.90 80' - 40.75 43.$5 59.25 42.05 84.10 63.05 84.1:0 Drawn byL NM 27' 36.31 81.65 109.2 1400 Swi NTS e: �104.6 140.0 140.0 140.0 2 cal 37' - 59.55 79.70 107.6 76.35 1400 114.5 140.0 c - 7f t+ Revision: 48- 75- - 45.90 61.40 82.90 58.85 117.7 88.30 1117.7 s►pproved as complying with the �✓f f 60- 36.70 49.15 66.35 47.10 94.20 70.65 94.21 Florid siding Cod � DRAWING No. Date =' aeZr-tom M2411 66" - 33.40 44.65 60.30 42.80 85.60 64.20 85.60 N0A# " ` FRANCISCO HERNANDEZ Miami nde Product Contras FLORIDA PE # 51393 SHEET 74' - - 39.85 53.80 u5,15 78.35 57.25 76.35 S OF 21 80' - - 36.85 49.75 35.30 70.65 52.50 70.65 Uy . J j�'° ''! i i ANCHOR CONFIGURATION TYPE Al s� " FOR 1 X 2 ss OR 1 X 3" MULLIONS NUMBER OF ANCHORS PER END 2 WITH V1 MULLION CLIP SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY T B CL 2" OR 3" ALUMINUM V1 MULLION CUP ~" ALUM. V1 MULLION CLIP 1 5/8" INT. LENGTH FOR Surrfte Windows A 1" 1" X 2" X 1/8" MULLION. Monufo*[*, inc. ALUM. VI _ _ 2 5/8" INT LENGTH FOR 1745 w 33rd Piaae MULLION CUP 1" X 3" X 1/8" MULLION. Ntaleah, Ftoft 33Ot2 " Ptu (30)364--8852 I I 1 BY WOOD BUCKS BY OTHERS } t Fax(3GS}52e--st to SHALL BE PROPERLY ANCHORED ^ I TO TRANSFER LOADS TO THE STRUCTURE AND ��—-----___�( A ————— ALUM. TUBE MULLION I n I SHALL BE APPROVED BY BUILDING OFFICIAL I}-------___'II 1" BY WOOD BUCKS BY OTHERS it It PRIOR TO MULLION INSTALLATION h SHALL BE PROPERLY ANCHORED ALUM. TUBE MULLION II II TO TRANSFER LOADS TO THE STRUCTURE AND 1" X 3" X 1/8° 1/Z" MAX. PRIOR TO MULLIONN INSTALLATION G OFFICIAL r It If it it TOP VIEW ° If. 4 A ° I#v,.______._1/4" ITW BUILDEX TAPCON a p ' A II A ° 1/4" ITW BUILDEX TAPCON 1. THROUGH 1" BY WOOD BUCK THROUGH 1" BY WOOD BUCK Z 1 3/4" MIN. EMBEDMENT INTO E.D 13/4" MIN. EMBEDMENT INTO 3" CONCRETE/MASONRY 2 1/2" MIN. CONCRETE/MASONRY NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MIN. (i) PER LEG (1) PER LEG MULLIONS 1" X 2" X 1/8" AND I" X 3" X 1/8". SIDE VIEW A SIDE VIEW 8 FOR ANCHOR DESIGN LOADS SEE TABLE j 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE Al _ 2" OR 30 2" X 4" X 1/8- ALUM. ANGLE FOR FOR 1" X 2" OR I" X 3" MULLIONS NUMBER OF ANCHORS PER END - 2 1 1"5f 8"X 2"INT.X l/8""GIN MULLION. IO WITH 2" X 2" X 1/8" ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY LE 2 5/8" TNT LENGTH FOR 'V 1" X 3" X 1/8" MULLION. $ 3" 2" X 2" X 1/$° #14 S.M.S. CL ALUM. ANGLE __-- _D (2) EA. ANGLE 1" BY WOOD BUCKS BY OTHERS #14 S.M.S. Q 0 1" BY WOOD BUCKS BY OTHERS 2" X 2" X 1/8" _.&L I I SHALL BE PROPERLY ANCHORED (2) EA. ANGLE IE °� II SHALL BE PROPERLY ANCHORED I I TO TRANSFER LOADS TO THE STRUCTURE II r It TO TRANSFER LOADS TO THE STRUCTURE AND ALUM. ANGLE , ALUM. TUBE MUL.UON AND SHALL BE APPROVED BY BUILDING 1/2" MAX. III SHALL BE APPROVED BY BUILDING OFFICIAL Z14 S M. s T! OFFICIAL PRIOR TO MULLION INSTALLATION PRIOR TO MULLION INSTALLATION (2)Eq, AINIGLE It If° ° ALUM. TUBE MULLION R b 1/4' ITW BUILDEX TAPCON 1" X 2" X 1/8' ' I I I I THROUGH In BY WOOD BUCK l" X 3" X 1/8' - / - N E.D. 13/4" MIN. EMBEDMENT INTO \ ° ° 'i III 4 fl I ° ° 2 1/2" MIN. CONCRETE/MASONRY IW,,,,,, by. N M U X1/4" ITW BUILDEX TAPCON (1)'PER ANGLE Date: 02-11-13 THROUGH In BY WOOD BUCK SIDE VIEW B Saale: 3/8"-- 1" TOP VIEW 3" 1 3/4" MIN. EMBEDMENT INTO TV aaWdon: MIN. CONCRETE/MASONRY (1) PER ANGLE 41►nravednS00910009%Ytth'ho ': DPAWNG No. �larida El.gCcAl , ,,;y -`2�^g� M2011 SIDE VIEW A t)ate +r Y:.r -� FRANCISCO HERNANDEZ NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR ��� FLORIDA PE 51393 MULLIONS 1" X 2" X 1/8° AND 1" X 3" X 1/8". A91amt adel'm nglContro! # SHEET FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. �T--------- uyi, -��� .��," 7 OF 21 ANCHOR CONFIGURATION TYPE Al -FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH V1 MULLION CUP SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE B ALUM. VI MULLION CLIP ALUMINUM V1 MULLION CLIP ' :� CL `'; 2" OR 3" 1 5/8" INT. LENGTH FOR Sunshine Windows 1" 1" X 2" X 1/8" MULLION. MonufocWng, Inc. N ALUM. VI -&- 2 5/8' INT. LENGTH FOR �i�eek Place 1 X 3 X 1/8 MUWON. Pic (304_9952 MULLION CUP t I } 2" BY WOOD BUCK OR WOODEN STRUCTURE I i Fox:(305)528-8118 1 } BY HE BE PROPERLY ANCHORED r-.-..————� 2" BY WOOD BUCK OR WOODEN STRUCTURE TO WITHSTAND LOADS IMPOSED BY GLAZING y) A —__— ALUM. TUBE MULLION In �—————— BY OTHERS. II 11 PRODUCTS TO THE STRUCTURE AND (} SHALL BE PROPERLY ANCHORED } SHALL BE APPROVED BY BUILDING OFFICIAL }} U TO WITHSTAND LOADS IMPOSED BY GLAZING ALUM. TUBE MUWON I I PRIOR TO MULLION INSTALLATION } }} 1" x 2" x 1/8" _ _ iV 1I II l 2" MAX. } SRHALL BE APPROVED BYCBUILDING OFFICIAL 1" x 3" x 1/8" II PRIOR TO MULLION INSTALLATION - II II • #/4" ITW BUILDEX TAPCON 1/4" ITW BUILDEX TAPCON TOP VIEW 1 3/8" MIN. EMBEDMENT INTO WOOD tu 1 3/8" MIN. EMBEDMENT INTO WOOD (1) PER LEG (1) PER LEG E.D. Z 3" 1" MIN. 0 MIN. a NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MULLIONS 1" X 2" X 1/8" AND 1" X 3" X 1/8". SIDE VIEW A SIDE VIEW B FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE Al 2" OR 3" 2" x 4" x 1/8" ALUM. ANGLE FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 /8" g/g° 1"5/8""INT. LENGTH FOR F 1 X 2 X 1/8' MULLION. WITH 2" X 2" 1/8" ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 2 5/8" INT. LENGTH FOR 1" X 3" X 1/8" MULLION. 14 S.M.S. B CL 2" X 2" X 1/8" —-- 2" BY WOOD BUCK OR WOODEN STRUCTURE (2) EA. ANGLE 1" ALUM. ANGLE It _ `II BY OTHERS. " X14 S.M.S. a OO p SHALL BE PROPERLY ANCHORED 2" X 2" X 1/8" _.(� _ 2" BY WOOD BUCK OR WOODEN (2) EA. ANGLE 4 r I} TO WITHSTAND LOADS IMPOSED BY GLAZING ALUM. ANGLE '�' I STRUCTURE BY OTHERS. 1/2" MAX. ,� PRODUCTS TO THE STRUCTURE AND SHALL BE PROPERLY ANCHORED SHALL BE APPROVED BY BUILDING OFFICIAL ALUM. TUBE MULLION TO WITHSTAND LOADS IMPOSED BY 1f PRIOR TO MULLION INSTALLATION. ��I GLAZING PRODUCTS TO THE STRUCTURE AND A 14 S.M.S. (2) ANGLE I SHALL BE APPROVED BY BUILDING 1/4" ITW BUILDEX TAPCON (I II OFFIG}Al PRIOR TO MUWON 1 3/8" MIN. EMBEDMENT INTO WOOD ALUM. TUBE MUWON II 11 INSTALLATION (1) PER ANGLE I" x 2" x 1/8" _ _ E.D. 1" x 3" x 1/8' :4 "� I I I} " 1" MIN, Drown by N M II I 1/4 ITW BUILDER TAPCON Date: 02-11-13 u U 1 3/8" MIN. EMBEDMENT INTO WOOD SIDE VIEW B scale: 3/8" $ 1" (1) PER ANGLE Re+Mom TOP VIEW - Revision: 3" Approved as complying wfth the MIN, morlop palaing Cos DRAWIN9 NO. Date M201 1 -= ,r NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN 1S VALID FOR SIDE VIEW A Nona_ �" C' FRANCISCO HER 51393 A1lnnylDadc raduc FLORIDA PE 51393 E8FT=!jj MULLIONS 1" X 2" X 1/8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. '� ` ' ��` -, ANCHOR CONFIGURATION TYPE A2 B FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END - 4 WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY 2" X 5' X 1/8' ALUM. ANGLE 2" X 5" X 1/8" __— 4" 3 5/8" INT. LENGTH FOR ALUM. ANGLE �' " 4" X 1" X 1/8' MLILLIQN 1" OR 2' 5/$ 5/8 3 3/8" INT. LENGTH FOR ALUM. TUBE MULLION -�- 2" X 5' X 1/8" 4- X 1" X t/4' MULLION Sunshine WindOtaS - 1" x 4" x 1/8" ALUM. ANGLE 114 S.M.S. 1 1 3 5/8' INT. LENGTH FOR Manufacturing, Inc. 1" x 4" x 1/4" _--- - ALUM. TUBE MULLION {2} EA ANGLE ----- 1735 w 33.a Pioce l x 4 x 1/8 - 4" X 2" X 1/8" MULLION Ntoieah,Florcda 33012 2" x 4' x 1/8 Q b " " 14 S.M.S. .� ® Ph: (305)364-ON2 ` A 2" x 4" x 1/8" II (2} EA. ANGLE 1/2" MAX. 1" BY WOOD BUCKS BY TONERS Foz:(305)828--8118 " ---- MUST BE PROPERLY ANCHORED ti a tt ii i► !! TO TRANSFER LOADS TO THE STRUCTURE it bg li• e 11 11 ob 1 PR OR TO UWON INSTALLATION BUILDING OFFICIAL --- a 11 a °. ° if to , 4 e 4 Il I � 4' ITW BUILDEX TAPCON E.D. ' 1�� 1/BY WOOD BUCKS BY OTHERS. SHALL BE PROPERLY ANCHORED THROUGH 1" BY WOOD BUCK 2 1/2" MIN. 1/4" ITW BUILDEX TAPCON --- TO TRANSFER LOADS TO THE STRUCTURE AND 1 314' MIN. EMBEDMENT INTO THROUGH In BY WOOD BUCK ` � PRIOR T INSTALLATION BE O APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY 1 3/4" MIN. EMBEDMENT.INTO 1/2" (2) PER ANGLE CONCRETE/MASONRY SIDE VIEW A SIDE VIEW B {2} PER ANGLE z TOP VIEW Q NOTE: ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VALID FOR a MULLIONS 1' X 4" X 1/8 , 1" X 4" X 1/4' AND 2" X 4" X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLES 2 AND # 3 ON SHEET'S 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A2 r FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 4 4" 2' X 5' X 1/8" ALUM. ANGLE �..t B WITH 2" X 5" X 1/8- ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE '5/8" 5/8' 3 5/8' INT. LENGTH FOR 4" X 1" X 1/8" MULLION Z" X 5' X 1/8' 3 3/8" INT. LENGTH FOR ALUM. ANGLE i_ ^' #14 S.M.S. I 4" X 1" X 1/4" MULLION ALUM.4TUBE1 MULLION i 1" OR 2" {2} EA ANGLE _----- 3 5/8" INT. LENGTH FOR - --� 2" X 5" x 1/8" .Y 4" X 2" X 1/8' MULLION 1" x 4" x 1/4' _---4- ALUM. ANGLE ALUM. 2" MAX. " " " ALUM. TUBE MULLION " 2 x 4 x 1/8* � 1" x 4" x 1/8' 2 BY WOOD BUCK OR WOODEN STRUCTURE #14 S.M.S. 11 1 BY OTHERS. A ° 2" x 4' x 1j8' I II (2} EA ANGLE MUST BE PROPERLY ANCHORED A TO WITHSTAND LOADS IMPOSED BY GLAZING 11_ 11 I► 11 1r E.D. PRODUCTS TO THE STRUCTURE 1" MIN. SHALL BE APPROVED BY BUILDING OFFICIAL -^ ~ u U u 11 PRIOR TO MULLION INSTALLATION I I 1/4" ITW BUILDEX TAPCON 1/4' ITW BUILDEX TAPCON 1 3/8' MIN. EMBEDMENT INTO WOOD 2" BY WOOD BUCK OR WOODEN STRUCTURE 1 3/8" MIN. EMBEDMENT SIDE VIEW B (2) PER ANGLE Drown by._NM BY OTHERS. INTO WOOD octe: 02-11-13 SHALL BE PROPERLY ANCHORED (2) PER ANGLE saole: 1/4" a 1" 1/2" 1/2" TO WITHSTAND LOADS IMPOSED BY GLAZING Revielon PRODUCTS TO THE STRUCTURE AND '� Revialon: SHALL BE APPROVED BY BUILDING OFFICIAL TOP VIEW PRIOR TO MULLION INSTALLATION Approved as complying with the � t DRAWING NO. plarida uidlug Ceti ; „ I _2 .�3 Date ,� r. M201 1 SIDE VIEW A taon FRANCISCO HERNANDEZ NOTE: ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VALID FOR - = FLORIDA PE # 51393 MULLIONS 1" X 4' X 1/8', 1- X 4' X 1/4" AND 2' X 4' X 1/8'. Mifl ugl miDade ProdCont►v1 SHEET FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. S 0y <.;F :;;;r S OF 21 ANCHOR CONFIGURATION TYPE A3 B FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END 6 2" X 5" X 1/8" ALUM. ANGLE WITH 2" X 5" X 1/8- ALUM. ANGLES SUBSTRATE: 11" BY WOOD BUCK OVER CONCRETE / MASONRY 3 5/8' INT. LENGTH FOR 2' X5' X 1/8' _ 4" 4" x 1' x 1/8" MUWON ALUM. ANGLE " 3 3/8' INT. LENGTH FOR } ---CL 1" 2' S/$ 5/8 4' X 1' X 1/4' MULLION ALUM. TUBE MULLION --}- 2' X 5' X t js' 3 5/8' INT. LENGTH FOR Su�}ine Windows ALUM. ANGLE #14 S.M.S. 1" x 4' x 1/8' ALUM. TUBE MULLION (3) FA. ANGLE t t " " / " Manufacturing, Inc. 1 x 4 x 1/4 --- t" x 4' x 1 j8" t _—��L 1 4 X 2 X 1 8 MULLION 2' x 4' x t/8' Q 1" x 4" x 1/4' #14.5.M.5. ®VISHALL 1" BY WOOD BUCKS BY TTHERS. 1745 W.RooNo Place N " " " I I 3 EA ANGLE `- ft,: (M)3e4-M2 2 x 4 x 1 j8 I t ( ) 1/2a � ►- + BE PROPERLY ANCHORED Fox:(30s)s2a—st to ' A o —�� TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL r- u to . PRIOR TO MULLION INSTALLATION -�---- an• °• q e •'o'• n ° it a � tt �tt4 a u i v u " 1 j4" ITW BUILDEX TAPCON E.D. " 1 BY WOOD BUCKS 81' OTHERS. 2 1/2' MIN. 1/4 ITW BUILDEX TAPCON 1--CL ' SHALL BE PROPERLY ANCHORED THROUGH 1" BY WOOD BUCK THROUGH 1" BY WOOD BUCK N - _ TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4" MIN. EMBEDMENT INTO 1 3/4" MIN. EMBEDMENT INTO SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY PRIOR TO MULLION INSTALLATION (3) PER ANGLE CONCRETE/MASONRY t/2' 1/2' (3) PER ANGLE SIDE VIEW A SIDE VIEW B t..� TOP VIEW Z 0 NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR MULLIONS 1' X 4' X 1/8", 1" X 4" X 1/4' AND 2" X 4" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. W " ANCHOR CONFIGURATION TYPE A3 z" x 5" x 1/8" ALUM. ANGLE FOR 1 X 4 OR 2 X 4 MULLIONS NUMBER OF ANCHORS PER END = 6 3 5/8' INT. LENGTH FOR WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 4" 4" X 1" X 1/8" MULLION 2" X 5' X 1/8" " " " 3 3/8' INT. LENGTH FOR ALUM. ANGLE 1 OR 2 5/8 5/8 " " I--CLJ - 2" X 5" X 1/8"- 4 x 1" X 1 j4 MULLION ALUM. TUBE MULLION ALUM. ANGLE #14 S.M.S. 3 5/8' INT. LENGTH FOR " m 1/80 f ALUM. TUBE MULLION (3) EA. ANGLE t _CL t 4" X 2" X 1/$" MULLION 1" x 4" x 1/4" -- 1" x 4' x 1/4" #14 S.M.S. - 2' x 4" x 1/8" N ' — tt " / " t II 3 EA ANGLE " it 2' BY WOOD BUCK OR WOODEN STRUCTURE j I I 2 x 4 x t/8 I q { ) 1/2_MAX. BY OTHERS. *— SHALL BE PROPERLY ANCHORED A TO WITHSTAND LOADS IMPOSED BY GLAZING It u u n tt t 1 1 U u U U PRODUCTS TO THE STRUCTURE AND ' SHALL BE APPROVED BY BUILDING OFFICIAL _—_ E.D. PRIOR TO MULLION INSTALLATION I 11,r ITW BUILDEX TAPCON 1" MIN. 1/4' ITW BUILDEX TAPCON + L2" BY WOOD BUCK OR WOODEN STRUCTURE 1 3/8' MIN. EMBEDMENT 1 3/8' MIN. EMBEDMENT INTO WOOD I �---CL BY OTHERS. INTO WOOD SIDE VIEW B {3) PER ANGLE_ SHALL BE PROPERLY ANCHORED (3) PER ANGLE N M �. TO WITHSTAND LOADS IMPOSED BY GLAZING Date: PRODUCTS TO THE STRUCTURE AND ante: 02-11-/ -13 SHALL BE APPROVED BY BUILDING OFFICIAL s�el.: 1/4" - 1' 1/2" 1/2" PRIOR TO MULLION INSTALLATION Revision: = Revtdoa: TOP VIEW SIDE VIEW A 4pproved as ao opt)iogwith the `' JJ Florida 8uidtnR Cc,!$. aRA1MNG N0. Date�,,d � � �" °` '� M201 1 NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR Nt)At0 FRANCISCO HERNNANDEZ MULLIONS 1" X 4' X 1/80, 1" X 4' X 1/4' AND 2" X 4' X 1/8'. Allnral IMde Product j o FLORIDA PE # 51393 FOR ANCHOR DESIGN LOADS SEE TABLES# 2 AND # 3 ON SHEETS 4 AND 5 OF 21. ny A f � �,r =HE 21 ANCHOR CONFIGURATION TYPE A3 ........... 2" x 5" x 1/8" ALUM. ANGLE B FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 5 5/8" INT, LENGTH FOR WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY 2" X 6" X 1/8° MULLION 2° X 5" X 1/8" 5 3/8" 04T. LENGTH FOR ALUM. ANGLE - ��� 6" 2" X 6" X 1/4' MULLION { 2" 2" X 5" X 1/8'- 5/8" 5/8 : ' I" BY WOOD BUCKS BY TONERS. Sunsh'me WUIdm } M. ANGLE i4 S.M.S. SHALL BE PROPERLY SEALED AND ANCHORED Manufactudn , Inc. w ALUMINUM TUBE MULLION � 9 2° X 6" X 1/8" --- ALUM. TUBE MULLION (3) EA. ANGLE r -_--_�__��- } TO TRANSFER LOADS TO THE STRUCTURE 1745 W. 33rd Place 2" X 6" x 1/8° " Idsleoh, Flortdo 33412 2" X 6" X i/4" 2° X 6" X i/4° I� c1 #14 S.M.S. SHALL BE APPROVED BY BUILDING OFFICIAL Ph: (3t3t14-9382 I 11 (3) EA ANGLE 1/2° MAX.. r PRIOR TO MULLION INSTALLATION Fox:(305)828--5118 A II . Ir n n }I a rl 1 1/4" ITW BUILDER TAPCON !a I}• °• II A a A D II ° e 11 a p 14 s l}a p H p " --- u 4 U. u . e ue u _ THROUGH 1 BY WOOD BUCK E.D. 1 3/4" MIN. EMBEDMENT INTO 1" BY WOOD BUCKS BY OTHERS. LI/4- ITW BUILDEX TAPCON CONCRETE/MASONRY I SHALL BE PROPERLY ANCHORED THROUGH 1° BY WOOD BUCK 2 1/2" MIN. (3) PER ANGLE _ I—Cq _ SHALL TRANSFER BY BUILDING OFFICIAL D CONCRETE/MASONRY ENT INTO RETE/MASONRY r ' - PRIOR TO MULLION INSTALLATION (3) PER ANGLE SIDE VIEW A SIDE VIEW B 1 1/2" 1 1/2" Z TOP VIEW ~ NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR a MULLIONS 2° X 6" X 1/$" AND 2" X 6" X 1/4°. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. w ANCHOR CONFIGURATION TYPE A3 FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 E-I B 2" X WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 5 5/$" X 1f8" ALUM. ANGLE 2" X 5" X 1/8" ° INT. LENGTH FOR ALUM. ANGLE 2" 2" X 6" X 1/8" MULLION »—CL� - ----- - 2" X 5" X 1/8" 6° 5 3/8" INT. LENGTH FOR ALUM. TUBE MULLION M. ANGLE #14 S.M.S. 5/8" 5/8' 2" X 6" X 1/4" MULLION , ALUMINUM TUBE MULLION 2" X 6" X 1/8° {3} EA. ANGLE ---_- ---__ 2" BY WOOD BUCK OR WOODEN STRUCTURE 2u X 6n X 1/8a - -- 2" X 6° X 1/4" 1' =}r #14 S.M.S. CL BY OTHERS. 2 X 6 X 1 4 I Ir (3) EA. ANGLE r s SHALL BE PROPERLY ANCHORED 1 TO WITHSTAND LOADS IMPOSED BY GLAZING A ii ii ii ii 1/2- i r PRODUCTS TO THE STRUCTURE AND 11 11 u . _ SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4" ITW BUILDEX TAPCON u u } 1/4" TAPCON 1 3/8" MIN. EMBEDMENT 1 3/8" MIN. EMBEDMENT 6dT0 WOOD - - L2u BY WOOD BUCK OR WOODEN STRUCTURE' INTO W000 I-D. (3) PER ANGLE BY OTHERS. (3) PER ANGLE SHALL BE PROPERLY ANCHORED 1" MIN. I ,—CLI TO WITHSTAND LOADS IMPOSED BY GLAZING Drawn by. N M PRODUCTS TO THE STRUCTURE AND SIDE VIEW B Dote: 02--11-13 �. SHALL BE APPROVED BY BUILDING OFFICIAL Smis; 1/4" a 1 PRIOR TO MULLION INSTALLATION __ Revision: 1 1/2' 1 1 2" SIDE VIEW A PtYkg wild tha t 1 DRAWING NO. / 1 Apnrorrd as aom �'` n,orida QuIding Inc e. F- r Mite ;:. �: 2 °LJ�E3 TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR xona a FRANCISCO HERNANDEZ MULLIONS 2" X 6" X 1/8" AND 2" X 6" X 1/4". i►9ramIDadeProdpclContra FLORIDA PE # 51393 SHEET FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. BY—/ t,r Yom! 11 OF 21 ANCHOR CONFIGURATION TYPE B1 FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END -- 2. WITH V1 MULLION CLIP SUBSTRATE: CONCRETE 2' OR 3' B CL 1" Sttrlshine.Wil;daws v ! ALUMINUM VI MULLION CLIP �tlfllifaCfllflti Inc.s ALUM. V1 1 5j8° INT. LENGTH FOR 1745 W. 33rd Plana ! I ! 1" X 2' X 1/8" MULLION Waleah, Florlde 3M12 MULLION CLIP I ^ ! ! I 2 5/8' INT. LENGTH FOR Ph: (3os)3s4�-9952 ALUM. V1 MULLION CLIP r————— " >r d Fox.-(30)828-5118 ALUM. TUBE MULLION— !I-—-—--——11 1 X 3 X 1/8' MULLION ` A ----- ii i€ ii ALUM. TUBE MULLION II !! 1/2° MAX. , II I! 1" x2' x1/8" _ r _ a a II ° Fall ° ° la 1' x 3" x 1J8' p U . �, D Ili.-t�-- —1/4" ITW BUILDEX TAPCON a a A Q I— 1/4' ITW BUILDEX TAPCON , VARIES 1 3/4' MIN. EMBEDMENT INTO 1 3J4" MIN. EMBEDMENT INTO 3' CONCRETE E.D. CONCRETE (1) PER LEG 2 1/2" MIN. (1) PER LEG a MIN. TOP VIEW SIDE VIEW A SIDE VIEW B O i NOTE: ANCHOR CONFIGURATION TYPE B1 AS SHOWN ON THIS SHEET IS VALID FOR MULLIONS 1" X 2" X 1/8' AND 1' X 3' X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE BI _ 2" OR 3" FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END _ 2 WITH 2" X 2" x 1/8" ANGLE SUBSTRATE: CONCRETE /& 5/8" 2" X 40 X 1/8" ALUM. ANGLE 7 1' 1 5/8' INT. LENGTH FOR B u 1" X 2" X 1/8" MULLION 114 S.M.S. 1� —___ .� 2 5j8' INT. LENGTH FOR {2) EA. ANGLE CL 1" X 3' X 1/8' MULLION ° e ALUM. TUBE MULLION I I X14 S.M.S. © II 2° X 2 X 1/8 -- - 2" X 2" X 1/8' (2) FA. ANGLE 11 !! ALUM. ANGLE 1 X14 S.M.S. ALUM. ANGLE 1/2' MAX. (2) EA. ANGLE 11 a N ,! I; r, !i A . ` , n lk 1, ll 1/4' ITW BUILDEX TAPCON ALUM. TUBE MULLION 11 p Nil N p v 1 3/4" MIN. EMBEDMENT INTO it 11 E.D. CONCRETE I" x 2" x 1/8" _ a a() n a, U.—. 1/40 ITW BUILDEX TAPCON 1 1" x 3" x 1/8' �. 1 3/4 MIN. EMBEDMENT INTO 2 1/2„ MIN. {1) PER ANGLE NM 3” CONCRETE Drawn by: (1) PER ANGLE SIDE VIEW B Date: 02-11-13 VARIES MIN. state: Revision: SIDE VIEW A t .i Revision. Approved as mppiy2Rg wllh the �ur���1 DRAWiNC NO. TOP VIEW Florida pafdf3t¢C ':r,..� �'`io__I e' M2011 Date r° �. FRANCISCO HERNANDEZ NOAO! -r '' FLORIDA PE 51393 NOTE: ANCHOR CONFIGURATION TYPE Bt AS SHOWN ON THIS SHEET IS VAUD FOR t '` t. # SHEET MULLIONS 1' X 2" X 1/8' AND 1' X 3' X 1/8". h9iarnl ado praduet orwtrol 12 OF 2 9 FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21: FIX, _� ,— ANCHOR CONFIGURATION TYPE B2 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END 4 �► WITH 2" X 5" X 1/8" ALUM, ANGLES SUBSTRATE: CONCRETE B 2" X 5° X 1/8° --- - ALUM. ANGLE 4" 2" x 5" x 11W ALUM. ANGLE Sunshine Yfindows — " " 3°5/8°"INT. LENGTH FOR Mauf�gtlnq, Inc. ALUM. TUBE MULLION 1 OR 2 ° " " 4 X 1 X 1/$ MULLION 1745 W. 3W Place " ° " 2 X 5 X 1/8 ° Hialeah, Ftorida 3M12 1 x 4 x 1/$ � � '�'[` 3 3/8 INT. LENGTH FOR ALUM. ANGLE 114 S.M.S. i j 4" X 1° X Ile MULLION Ph: (30)364•-M2 i* x e x Ile----- ALUM. TUBE MULLION {2} FA. ANGLE / Fam(M)828-5118 2 x 4 x 1/8 "N 1" x 40 x 1/8" `_____ 3 5/8" INT. LENGTH FOR 1" x 4" x 1/4" X14 S.M.S. w ® 4" X 2" X 1/$" MULLION �` ° 2° x 4" x 1/8" i it (2} EA ANGLE 1/2" MAX. R ti- i if � Il II 11 R -- #1 , -s ttu v l E•. °•a a I1a ul I.a•r a d °.a. IIf I 11�1 1 a �Il k e 1/4' 3/4IT°W BUILDEX TAPCON a MIN. EMBEDMENT I NTO u CONCRETE M i �1/4" ITW BUILDEX TAPCON 2 i {2} PER ANGLE }..S " 1 3/40 MIN, EMBEDMENT INTO 1 j2"#- ---� `1/2" CONCRETE SIDE VIEW A {2} PER ANGLE MEW EW B a 0 TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE 82 AS SHOWN IS VALID FOR a MULLIONS 1" X 40 X 1/8 0, 1" X 4" X 1/4" AND 2" X 4° X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLES 12 AND 13 ON SHEETS 5 AND 6 OF 22. W IV ANCHOR CONFIGURATION TYPE B3 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 6 ° [•-t B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: CONCRETE 4 2" X 5° X 1/8" ALUM. ANGLE ° " 5/8" 5j8 4" X 1" X 1/$" MULLION 2 X 5 X 1/8 3 5/8" INT. LENGTH FOR ALUM. ANGLE -4—� 1" OR 2" 3 3/8" INT. LENGTH FOR " ° ° X14 S.M.S. E ^^ 4" X 1" X 1/4" MULLION ALUM. TUBE MUWON t--t Z X 5 X 1 j8 {3} EA ANGLE 1" x 4" x 1/8" ALUM. ANGLE ® 3"5/8"°INT. LENGTH FOR 1" x 4" x 1/4" -- ALUM. TUBE MULLION 4 X 2 X 1/8 MUWON 2" x 4" x 1/8" 1° x 4" x 1/8" 14 S.M.S. 1/2" MAX A � 2" x 4" x 1/8" i s L 3} EA. ANGLE A A A if a^A It A '.ii ° a " o A 1/4 QYI BUILDER TAPCON it / e E! a II ° e it s a A v� aU6 ApV a 1 3/4" MIN. EMBEDMENT INTO II II 11 a Il CONCRETE { } II ° _ 3 PER ANGLE o:II• e !I >� •'a'. II ° !I 2 1J2'btlN. , • v a V, - u 1/4" ITW BUILDEX TAPCON SIDE VIEW B �---CL 1 3/4" MIN. EMBEDMENT INTO N _ s101= VIEW A CONCRETE N - oats: 02-i 1--13 1/2.4 -41/2° 3} PER ANGLE � Soak: Ile - 1" Revision: Revision: Approved as oe:nplyba wuh the I DRAWW N0. Flertda aldia�C�! - ..,� 2-� -1a M2011 I)nte ;' FRANCISCO HERNANDEZ TOP VIEW NOTE, ANCHOR CONFIGURATION TYPE [3.3 AS SHOWN IS VALID FOR �oau ��;�• - �` FLORIDA PE � 51393 MULLIONS 1" X 4" X 1/8", 1" X 4" X 1/4" AND 2" X e X 1/8". A11aa:If�JadaProduct on#roi SHEET FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. 0y ,. : � 'r: ;� 13 ET 21 ANCHOR CONFIGURATION TYPE B3 FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END 6 WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: CONCRETE Sunshine Windows Manufacturing, Inc. 1743 W. 33rd Place Hialeah, FtorWo 33012 Ph: (348)364-9952 Fox:(305)828—Kt 18 B 2' X 5" X 1/8" ALUM. ANGLE 2" X 5" X 1/8"--- " 5 5/8" INT. LENGTH ALUM. ANGLE 6 FOR 2" X 6' X 1/8" MULLION 5/8" 5/8 a 5 3/8" INT. LENGTH i 2" X 5* X 1/8" X14 S.M.S. tt FOR 2" X 6" X 1/4' MULLION ►--� LE ALUM. TUBE MULLION _ _ ALUM. TUBE MULLION t (3) EA. ANGLE 2' X 6' X 1/8' 2" X 6' X 1/8" 2' X 6" X 1/4' 2" X 6" X i/4" y�i 3) EA. ANGLE a p Alt p11 � AN p A p a fl> rl A II ° 1/4' ITW BUILDEX TAPCON p It p If p 11 11 p p 11 114 pp it ' 1 3/4' MIN. EMBEDMENT INTO W —4-4— u u v u� v v CONCRETE , ' L-1/4" ITW BUILDEX TAPCON E D (3) PER ANGLE " 1 3/4" MIN. EMBEDMENT INTO 2 1/2 MIN. CONCRETE (3) PER ANGLE SIDE VIEW B r SIDE. VIEW A 1 1/2' 1 1/2' TOP VIEW Drown by: N M Doke: 02-11-13 $dale' 1/4" 1• Revision: Revision: 4pprovedaseoalplyi9g%yuhthe �� DRAWING NO Fludda note M201 1 NOTE: ANCHOR CONFIGURATION TYPE B3 AS SHOWN IS VALID FOR NOAft ', ,_,+,�., FRANCISCO IiER DEZ MULLIONS 2" X 6" X 1/8' AND 2' X 6' X 1/4". A1ijirnlUadei:rodaet� FLORIDA PE # 51393 SHEET FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. �.° l3 ; - ' 14 OF 21 ANCHOR CONFIGURATION TYPE Cl FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END — 2 WITH V1 MULLION CLIP SUBSTRATE: METAL 2' OR 3 ' ' :.. B ALUMINUM V1 MULLION CLIP CL 1 5/8' INT. LENGTH FOR SimshMe Windm 2 5/s' INT. ENGTFMULLION I OR g,� Monufactun � n ALUM. V1 _ ALUM. TUBE MULUON I 1 ! I 1" X 3' X 1/8" MULLION spas w sand voce MULLION CLIP A n Ph: {308)Js--9 2 ANY APPROVED MULLION OR Fox(305)$28-8118 E (I I( II II METAL STRUCTURAL MEMBERS BY OTHERS A —— I I i I 1 f 2' MAX. li If SHALL MUM THICKNESS WITHSTAND ANCHOR SHEAR FORCES ALUM. TUBE MULLION 1/4' S.M.S. GRADE 5 THROUGH METAL (SEE NOTE 7 ON SHEET 1) n � „ (1) PER LEG SMALL BE APPROVED BY BUILDING OFFICIAL i x 2 x 1/$ —— ANY APPROVED MULLION OR PRIOR TO MULLION INSTALLATION 1' x 3' x 1/8' T T METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET 1) E.D. {11)) PER ANGLE S.M.S. GRADE 5 THROUGH METAL SHALL BE APPROVED BY BUILDING OFFICIAL 1" MIN. >� PRIOR TO MULLION INSTALLATION TOP VIEW SIDE VIEW A SIDE VIEW B a NOTE: ANCHOR CONFIGURATION TYPE Cl AS SHOWN IS VALID FOR MULLIONS t" X 2' X 1/8' AND 1" X 3' X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLE 0 2 ON SHEET 4 OF 21. w ANCHOR CONFIGURATION TYPE Cl 2" OR 3° FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 /8" 5/8" ALUMINUM 2' X 2' X 1/8' ANGLE WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 1 5/8' INT. LENGTH FOR 7 1 a 1' X 2" X 1/8' MULLION B #14 S.M.S. 2 5/8" INT. LENGTH FOR (2) EA. ANGLE 1" X 3' X 1/8' MULLION CL-- lr .__. .__ .� 0 ANY APPROVED MULLION OR 2' X 2" X 118' ALUM. TUBE MULLION I! d 0 ALUM. ANGLE — - n n SHALL SST D ANCHORMEMBERS EAR OTHERS X14 S.M.S. 0 2 X 2 X 1/8 1/2 MAX. #14 S.M.S. i ALUM. ANGLE MINIMUM THICKNESS = 1/8" (2) EA, ANGLE (2) EA. ANGLE ►t� (SEE NOTE 7 ON SHEET i) A j I 1 SHALL BE APPROVED BY BUILDING OFFICIAL I PRIOR TO MULLION INSTALLATION ALUM. TUBE MULLIONS 1/4' S.M.S. GRADE 5 THROUGH METAL 1/4' S.M.S. GRADE 5 THROUGH METAL 1' x 2" x 1/8' — (1) PER ANGLE E,D. (1) PER ANGLE 1' x 3' x 1/8" —ANY APPROVED MULLION OR in MIN. 4pproced as oo:AAtjlaBWlth the prawn byr< NM METAL STRUCTURAL MEMBERS BY OTHERS pt°1�d° �atdity dote: 42-11-13 SHALL WITHSTAND ANCHOR SHEAR FORCES Bate �'` SEE NOTE 7 O S rvoAft MINIMUM THICKNESS = 1 8' N N HEET 1 = ` state: !8' ° 1' / ( ) ri4tspyl�ede Pnastuct,Controt Reviaton: SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION � �- % Revlston: y• DRAVANG N0. TOP VIEW SIDE VIEW A SIDE VIEW B r '2°�-�=� M2011 FRANCISCO HERNANDEZ NOTE: ANCHOR CONFIGURATION TYPE Cl AS SHOWN IS VALID FOR FLORIDA PE # 51393 SHEET MULLIONS 1' X 2' X 1/8' AND 1" X 3' X 1/8'. 5 OF 21 FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. I ANCHOR CONFIGURATION TYPE C2 B FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END - 4 ALUMINUM V1 MULLION CLIP WITH VB AND V2 CUPS SUBSTRATE: METAL 4" 3 5/8" INT. LENGTH FOR ALUM MULLION CLIP 1" X 4" X 1/8" MULLION VI CLIP FOR I" MULL 1" OR 2" ALLUMINUM V2 MULLION CLIP V2 CLIP FOR 2" MULL 11 3 5/8" INT. LENGTH FOR 2" X 4" X 1/8' MULLION Sunshine Windows ALUM. TUBE MULLION I ! Manufaduting, Inc. 1" x 4" x 1/8" _— I ________ l 1745 W. 33rd Place 2" x 4" x 1/8' , _ ALUM. TUBE MULLION I'nl !�- ___ ..__... Phteo6, Florida 39952 Lr I Fax:(305)364-9952- I I #I 0 p ANY APPROVED MULLION OR C-4 ___ .____ 1 11 if I I L II a METAL STRUCTURAL MEMBERS BY OTHERS A __ 1/2" MAX. , !B II SHALL WITHSTAND ANCHOR SHEAR FORCES __ MINIMUM THICKNESS = 1/80 1/4" S.M.S. GRADE 5 (SEE NOTE 7 ON SHEET 1) THROUGH METAL (2) PER LEG SHALL BE APPROVED BY BUILDING OFFICIAL g.,l ----- — ANY APPROVED MULLION OR PRIOR TO MULLION INSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS E.D. SHALL WITHSTAND ANCHOR SHEAR FORMS " 1/4" S.M.S. THROUGH METAL MINIMUM THICKNESS = 1/8- (SEE NOTE 7 ON SHEET 1) 1 MIN. (2) PER LEG 1/2" 1/2- SHALL BE APPROVED BY BUILDING OFFICIAL a PRIOR TO MULLION INSTALLATION TOP VIEW SIDE MEW A SIDE VIEW B O a NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN IS VALID FOR 1" X 4" X 1/8" AND 2" X 4" X 1/8" MULLIONS. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND 13 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE C2 1w FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 4 4" 2" X 2" X 1/8" ALUM. ANGLE $ WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 3 5/8" INT. LENGTH FOR 2" X 4" X 1/8" " " 5/8" 5/8" 4" X 1" X 1/8" MULLION ALUM, ANGLE 1 OR 2 3 3/8 INT. LENGTH FOR 4" X 1" X 1/4" MULLION ALUM. TUBE MULLION I I 3 5/8" INT. LLENGTH FOR 1" x 4" x 1/8" I I X14 S.M.S. I L 4" X 2" X 1/8" MULLION 2" x 4" x 1/8' —-—' ALUM. TUBE MULUON � {2) EA. ANGLE (r #14 S.M.S. I is r I @ II ANY APPROVED MULLION OR l (2) EA. ANGLE , '�I lI METAL STRUCTURAL MEMBERS 13Y OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES ' A I 1/2" MAX. II MINIMUM THICKNESS = 1/8" 0 1/4" S.M.S. GRADE 5 U SHALL BE BY (SEE NOTE 7 ON SHEET 1) THROUGH METAL (2) PER ANGLE PRIOR TO MULLLIONE INSTALLATION BUILDING OFFICIAL ti ANY APPROVED MULLION OR —r METAL STRUCTURAL MEMBERS BY OTHERS E•D. " Drawn byr, N M 1/4 S.M.S. GRADE 5 THROUGH METAL SHALL WITHSTAND ANCHOR SHEAR FORCES, 1" MIN, Dote: 02-11-13 MINIMUM THICKNESS = 1/8" {SEE NOTE 7 ON SHEEP 1) (2) PER ANGLE Scale: 3/8" ° 1" 1/2" 1/2" SHALL BE APPROVED BY BUILDING OFFICIAL Revision: PRIOR TO MULLION INSTALLATION j Revleton: Approved as eo:pp1y'l09 erttb ftW ✓ 1 t>WING N0. SIDE VIEW F�rtda�Produtj - �k • r TOP VIEW SIDE VIEW A M2011 FRANCISCO I tERNANDEZ NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN ON THIS SHEET IS VALID FOR t�atansl FLORIDA PE � 51393 SHEET 1" X 4" X 1/8", 1" X 4" X 1/-r" AND 2" X 4" X 1/8" MULLIONS. �> . '� FOR ANCHOR DESIGN LOADS SEE TAGUS � 2 AND # 3 ON SHEETS 4 AND 5 OF 21. us:���� '� ` "� 18 OF 21 ANCHOR CONFIGURATION TYPE C3 B FOR 1" X 4", 2" X 4" OR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END - 6 Al U MINUM VI MULLION CLIP WITH V1 AND V2 CLIP'S SUBSTRATE: METAL 4" OR 6" 3 5/8" INT. LENGTH FOR ALUM. MULLION CLIP 1" X 4" X 1/8" MULLION ALUM. TUBE MULLION VI CUP FOR 1" MULL 1" OR 2" ALLUMNNUM V2 MULLION CLIP 1" x 4" x 1/8" V2 CLIP FOR 2" MULL 3 5/8" INT. LENGTH FOR � . 2" x 4" x 1/8" L 2" X 4" X i/8" MULLION Sunshine Windows Manufacturing, Inc. 2" x 6" x 1/8" I I j i 1745 W. 3&d PIme ALUM. TT�E MULLION Ir--------——4 Ph: (3 50!00 33952 Ph: {305}364-9952 j1--——————---—--II Fax:(305)82$-51 18 CL II 11 II 11 ANY APPROVED MULLION OR �+ I I II II II METAL STRUCTURAL MEMBERS BY OTHERS A o --__.-_-_ 11 !t II II SHALL WITHSTAND ANCHOR SHEAR FORCES 1 _ -- 1�2" MAX — MINIMUM THICKNESS = 1/8" -- 1/4- S.M.S. GRADE 5 {SEE NOTE 7 ON SHEET 1) I I THROUGH METAL {3) PER LEG SHALL BE APPROVED BY BUILDING OFFICIAL iv ANY APPROVED MULLION OR PRIOR TO MULLION INSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS E.D. 4-� 44 SHALL WITHSTAND ANCHOR SHEAR FORCES " Ile S.M.S. THROUGH METAL MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) 1 MIN. (2) PER LEG 1/2" 1/2" SHALL BE APPROVED BY BUILDING OFFICIAL a PRIOR TO MULLION INSTALLATION z TOP VIEW SIDE VIEW A SIDE VIEW B Q NOTE: ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VALID FOR 1" X 4" X 1/8"1 2" X 4" X 1/8" AND 2" X If X 1/8" FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE C3 2" X 2" X 1/8" ALUM. ANGLE ALUM. TUBE MULLION IV FOR 1" X 4", 2" X 4" OR 2" X 6" MUWONS NUMBER OF ANCHORS PER END = 6 3 5/8" INT. LENGTH FOR i" x 4" x 1/8" WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 1" X 4" X 1/8" MULLION B 4" OR 6" 3 3/8" INT. LENGTH FOR 1" x 4" x 1/4" " " " " " " 1" X 4" X 1/4" MULLION 2" x 4" x 1/8' ALUM. ANGLE I"1 OR 2 5/8 5/81, 3 5/8" INT. LENGTH FOR 2" x 6" x 1/8' 2" X 4" X 1/8" MULLION 2" x 6" x 1/4" 4 ► 5 5/8" INT. LENGTH FOR ALUM. TUBE MULLION I I II(� ---fi" I 2" X 8" X 1/4' MULLION 1 tc �#14 S.M.S. Inc #14 S.M.S. 0 h ANY APPROVED MULLION OR {3) EA. AN II 1 (3) EA ANGLE (I a` , It METAL STRUCTURAL MEMBERS BY OTHERS I " II II SHALL WITHSTAND ANCHOR SHEAR FORCES A ° I) I 1/4" S.M.S. GRADE 5 1 2 MAX. 4 MINIMUM THCKNESS = 1/8" I THROUGH METAL (2) PER ANGLE {SEE NOTE 7 ON SHEET 1) 1 SHALL BE APPROVED BY BUILDING OFFICIAL. ` I PRIOR TO MULLION INSTALLATION ANY APPROVED MULLION OR "ED.METAL STRUCTURAL MEMBERS BY OTHERS / ► �»+: NM i SHALL WITHSTAND ANCHOR SHEAR FORCES 1" MIN 1 4" S.M.S. THROUGH NEPALI (2) PER LEG Date: 02-11-13 MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) sate: 1/2" 1/2" SHALL BE APPROVED BY BUILDING OFFICIAL RaWalan: PRIOR TO MULLION INSTALLATION RaWslon: ± f ORAWlNG N0. SIDE VIEW �nraY �as c� p�y�ag wltb —fs - M 2011 TOP VIEW SIDE VIEW A Nate R e " " " �os7r � '� ? FRANCISCO HERNANDEZ NOTE: ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VALID FOR MULLIONS 1 X 4 X 1/8 , F�_� f FLORIDA PE # 51393 SHEET 1" X 4" X 1/4", 2" X 4" X 1/8", 2" X 6" X 1/8" AND 2" X 6" X 1/4". R3Enu:i Onde prOR}aet Cortlro) FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. uy ' %�' � y 17 OF 21 I ANCHOR CONFIGURATIONS 1)2,D3 AND D4 MULLION TO MULLION CONNECTION FOR 1" X 2", 1" X 3" AND 1" X 4" MULLIONS WITH U CUPS SUBSTRATE: METAL Sunshine Windows Mflnuf Inc. C W, 33rd Place Moloch, Fiorillo 33012 Ph: (305)364-9952 Fox:(305)828-5118 I 2° 1 ! 2♦ 1 1 2• I I 1 1 3" I I 4= I 3 15 fg° 5/8111 6/8' 5/e 15/8' 5/8' 5 fg'I 5/80 5/8, 5/8, 1 ( I I I I I ( I I I II M 1 1 I 1 l �/-��J i 1 I I �/}\) I ED ® I Y/ ® I I ® ® I I \V ® I I ® .V I I W ® 45/16,I 5/16° Jg„ 7/g. 5 fg1 5 f871W 7f8 W I 1 z• a 0 u u u - u IFT u FT u u I Y 2" 3' 4" OR 6 3" 4' OR 6" 4" OR 6" C ! C ' C ` C "U" CUP (TYPICAL) ` C ` C ANCHOR CONFIG.D2 ANCHOR CONFIG.D2 ANCHOR CONFIG.D2 ANCHOR CONFIG.D3 ANCHOR CONFIG.D3 ANCHOR CONFIG.D4 FOR 1" X 2" TO 1" X 2" FOR 1" X 2" TO 1" X 3" FOR 1" X 2" TO 1" X 4" FOR 1" X 3" TO 1" X 3" FOR 1" X 3" TO 1" X 4" FOR 1„ X 4" TO 1" X 4" CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION 1" cup CLIP DETAIL Drown 2 NM ON SHEET 2 OF 21 Scol 01/2"—t3 Scoio: i/2" Y Revision: "� Revision: NOTE: ALL SCREWS USED FOR MULLION TO MULLION CONNECTIONS approved as complying with the �' DRAWING NO. Florida nldltt CAS tale r a SHOWN ON THIS SHEET SHALL BE # 14 S.M.S. GRADE 5. rte=z `� �t M2011 FOR ANCHORS DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. NOA FRANCISCO HERNANDEZ hilaml Dade Produet Co:tlrol FLORIDA PE # 51393 SHEET 18 OF 21 SECTION C-C n J'` ' TOP VIEWS FOR ANCHOR CONFIGURATION ALUM. SLEEVE 3 1/2"0 OR 4"0 TYPE BR2,BR3,CR2 AND CR3 FOR 3 1/2"06 OR 4'0 ALUM. TUBE MULLION ROUND MULLIONS a�� ALUM. TUBE MULLION 3 1/2"0 AND 4"0 .. ............. ................ —1/8" THICK ALUM. CIRCULAR PLATE A Sun"e Ylindows STRUCTURAL WALL/BEAM I WELDED TO ALUM. SLEEVE. manu#acfudng, Inc. \ STRUCTURAL WALL/BEAM ieoi,E 3lal Ph.Fox:(305)828--5148 �,1 \ 112" R ALUM. TUBE MULLION -—----_-- D' ALUM. SLEEVE FOR 3 1/2"0 OR 4`0 \ / '� s••i ALUM. TUBE MULLION a VARIES 4 STRUCTURAL� WALL 1> Z BEAM 5 1/2' FOR 3 1/2- IMULLION ��• y�°c �� 24 a 6" FOR eO MULLION 9O, y VARIES a ANCHOR CONFIGURATION a 5 1/2" FOR 3 1/2"0 MULLION ,�� 6" FOR 4"0 MULLION BR2 AND CR2 .\ ti - �-0 W FOR 180' ANGLE '\ '•� j/ ANCHOR CONFIGURATION BR3 AND CR3 F FOR 135 ANGLE 3 1/2.0 OR 4.0 , ALUM. TUBE MULLION l �I\� 1/8" THICK ALUM. CIRCULAR PLATE ALUM. SLEEVE ` WELDED TO ALUM. SLEEVE. FOR 3 1/200 OR 4"0 ALUM. TUBE MULLION {{{{{ a ' VARIES 5 1/2' FOR 3 1/2"0 MULLION 6" FOR 4"O MULLION Drawn bra_ ANCHOR CONFIGURATION Da° 02-1 0- 3 Sca18: 1/40 tM BR3 AND CR3 Rovlsion: FOR 90'ANGLE approved as complying ivilh the ll ridaBuidingCod . p��-8 DRAWINQ N0. � r`j`l FRANCISCO I�ERNANDEZ M2011 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 4 ON SHEET 6 OF 21. HOA;� — -�- hilaml ode rodeet CoOfrol FLORIDA PE 51393 . SHEET ny 19 OF 21 TOP VIEWS FOR ANCHOR CONFIGURATION kuM. SLEEVE 3 1/2"0 OR 4"0 TYPE BR4 AND CR4 FOR 3 1/2"0 OR 4"0 ALUM. TUBE MULLION ROUND MULLIONS r ��''' ' ALUM. TUBE MULLION 3 1/2no AND 4"0 1/8" THICK ALUM. CIRCULAR PLATE A Sunshine�Windm STRUCTURAL WALL/BEAM ( WELDED TO ALUM. SLEEVE. r , Manufacturing Inc. 1 2" i t iii '�� ♦� '�`� ? �j2, STRUCTURAL WALL/BEAM 1745 h lio" Place • ti Pia (308)384-9982 Fox:(305)828-8t 18 IN 04 04 M / �+ ♦ + c1 N `r ov `♦ + 1/2" C14 2� w- r N - `.s 3 1/2"0 OR 400 ALUM. TUBE MULLION -\% +, ALUMINUM SLEEVE / « r cat cat FOR 3 1/2"0 OR 4"O ALUM. TUBE MULLION .> + N VARIES STRUCTURAL WALL 1► 5 1 j2" FOR 3 1/2"0 MULLION �`�y,�G ,y% OR BEAM 3 7 16° � >>?4 6 4 FOR O MULLION 0� 3O' �y VARIES ANCHOR CONFIGURATION 5 1/r FOR 3 1/2-0 MULLION MULLION`�� �S BR4 AND CR4 %K 6" FOR 4"�� ♦�♦ FOR 180 ANGLE \% . ANCHOR CONFIGURATION BR4 AND CR4 i FOR 135' ANGLE 3 1/2"0 OR 4"O ��, 1 j8" THICK. ALUM. CIRCULAR PLATE ALUM. TUBE MULLION ALUMINUM SLEEVE WELDED TO ALUM. SLEEVE. FOR 3 1/200 OR 4"0 ALUM. TUBE MULLION , VARIES 5 1/2" FOR 3 1/2`0 MULLION 6" FOR 4"0 MULLION mow„ by NM Dote: 02-11-13 ANCHOR CONFIGURATION 8ccles 1/4• - 1' BR4 AND CR4 Rtmolon: Rena: FOR 90'ANGLE 4pprored as toffipbft Frith the. DRAWING N0. Florida idIRSCede 2-26;-rte M2011 .J1r NOTE: FOR MUWON AND ANCHOR DESIGN LOADS SEE TABLE 4 ON SHEET 6 OF 21, 140A N I _.l ' FRANCISCO HERNANDEZ Btlan:i Dade Fsadurt Conirois FLORIDA PE # 51393 f., SHEET oy. 20 OF 21 SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE BR29 BR3 AND BR4 ROUND MULLIONS 3 1/2-0 AND 4"0 SUBSTRATE: CONCRETE $TInS lnB VoldoWS 3 1/2-0 OR 4"0 3 1/2"0 OR 4"0 3 1/2"0 OR eO gnufaetudng, k ALUM. TUBE MULLION ALUM. TUBE MULLION ALUM. TUBE MULLION 1745 W. 33r4 Place Ft"Wo 3=2 I i Ph: (3M)364-9982 8" THICK. ALUM. CIRCULAR PLATE � _----- 1/8" THICK. ALUM. CIRCULAR PLATE 1/8" THICK. ALUM. CIRCULAR PLATE Fax:{3osj62$—stf8 ELDED TO ALUM. SLEEVE i Q i WELDEQ TO ALUM. SLEEVE. - a WELDED TO ALUM. SLEEVE. N 1 1 I 1 A e� it p a If a to e. a Itp ,ra /4" ITW BUILDER TAPCON e A ; ii p its-1/4" ITW BUILDEX TAPCON r. ; ij a it°—1/4'° ITW BUIL.DEX TAPCON 1 3/4" MIN. EMBEDMENT INTO v 1 314" MIN. EMBEDMENT INTO U 1 3/4" MIN. EMBEDMENT INTO CONCRETE CONCRETE CONCRETE (2) PER PLATE (3) PER PLATE (4) PER PLATE 1„y SIDE VIEW C SIDE VIEW D SIDE VIEW E ANCHOR CONFIG.BR2 ANCHOR CONFIG.BR3 ANCHOR CONFIG.BR4 NUMBER OF ANCHORS PER END = 2 NUMBER OF ANCHORS PER END = 3 NUMBER OF ANCHORS PER END = 4 z NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 0 4 ON SHEET 6 OF 21. � SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE CR21 CR3 AND CR4 ROUND MULLIONS 3 1/2"0 OR 4!0 �r.7 ALUM. TUBE MULLION 3 1/2" AND 4" i i 1/8" THICK ALUMINUM CIRCULAR PLATE SUBSTRATE: METAL `'t i----_ i WELDED TO ALUMINUM SLEEVE. \ s C%' i METAL STRUCTURAL MEMBERS BY OTHERS 3 1/2.0 OR eO 3 1/200 OR 4"0 MINIMUM THICKNESS a 1/8" ALUM, TUBE MUWON ' ALUM. TUBE MULLION (SEE NOTE 7 ON SHEET 1) t i 1/8" THICK. ALUM. CIRCULAR PLATE i 1/8" THICK ALUMINUM CIRCULAR PLATE SHALL. WITHSTAND ANCHOR SHEAR FORCES �, ----- ---- AND SHALL BE APPROVED BY BUILDING WELDED TO ALUM. SLEEVE. t — i WELDED TO ALUMINUM SLEEVE. p i i R i OFFICIAL PRIOR TO MULLION INSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS METAL. STRUCTURAL MEMBERS BY OTHERS ED- MINIMUM THICKNESS = 1/8" MINIMUM THICKNESS = 1/8" 1" MIN. (SEE NOTE 7 ON SHEET 1) (SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES SHALL WITHSTAND ANCHOR SHEAR FORCES 1/4" S.M.S. GRADE 5 THROUGH METAL_ AND SHALL BE APPROVED BY BUILDING AND SHALL BE APPROVED BY BUILDING SIDE VIEW E (4) PER PLATE E.O. OFFICIAL PRIOR TO MULLION INSTALLATION E D. OFFICIAL PRIOR TO MULLION INSTALLATION ANCHOR CONFIG.CR4 1" MIN. I" MIN' NUMBER OF ANCHORS PER END = 4 1/4" S.M.S. GRADE 5 THROUGH METAL 1/4" S.M.S. GRADE 5 THROUGH METAL (3) PER PLATE prawn by: NM SIDE VIEW C (2) PER PLATE SIDE VIEW D Date. 02-11-13 ANCHOR CONFIG.CR2 ANCHOR CONFIG.CR3 Scale: 1/4" - 1' Revision: NUMBER OF ANCHORS PER END = 2 NUMBER OF ANCHORS PER END = 3 Revision: 4pprare4 es eosiplyisg ovlth the /%' DRAVANO NO. Florw Bot g Code ! M201 1 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE � 4 ON SHEET 6 OF 21. bate �' FRANCISCO HER ANDEZ to hilaml,� - FLORIDA PE 51393 &9ian,i Dade Product Control SHEET a3' ' Z,-, ., 21 OF 21 "r M®[)ADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) ' Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2540 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www miamiaade.gov/oera 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 PERA- 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. PERA 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"1650(XO)"Aluminum Horizontal Sliding Window—°L.M.I. APPROVAL DOCUMENT:Drawing No.HS08A1,titled"Series 1650 Aluminum Horizontal Sliding Window(XO)Impact Resistant Glass",sheets I through 7 of 7,dated 03/14/08,with revision#1 dated 03/05/12,prepared by manufacturer,signed and sealed by Francisco Hernandez,P.E.,bearing the Miami— Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, modellseries,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 qr any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be_displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#09-1217.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 12-0320.06 Expiration Date: April 10,2018 r/O f 12 Approval Date: May 17,,201] Page Sunshine Windows Manufacturinu.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No H808--0t,titled"Series 1650 Aluminum Horizontal Sliding Window (X4)Impact Resistant Glass",sheets 1 through 7 of 7,dated 03/14/08,with revision #1 dated 03/05/12,prepared by manufacturer,signed and seated by Francisco . Hernandez, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 20294 3)Water Resistance Test,per FBC,TAS 20294 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked--up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL--5331,dated 09/18/07,signed and sealed by Carlos S. Rionda, P.E. (Submitted wideepreviuus NOA Na 0X-0107.08) 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,per FBC 24113,2.1,TAS 202-94 _along with marked up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5015, dated 07/27/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 09=0107.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2007, prepared by Sunshine Windows Manufacturing,Inc.,dated 12/15/07,signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NOA#09-1'217.04) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs (PERA) Manuel rer4 P.E. Produet Contra miner NOA No.12-0320.06 Expiration Date: April 10,2018 Approval Date: May 17,2012 E-1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to EX DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS L Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated March 12,2012,signed and sealed by Francisco Hernandez,P.E. G. OTHER 1. Notice of Acceptance No. 09-1217.04,issued to Sunshine Windows Manufacturing, Inc. for their Series 1650 Aluminum Horizontal Sliding Window -L.M.I., approved on 02/03/10 and expiring on 04/10/13. Manuel P lig E. Product Control er NOA No.12-0320.06 Expiration Date: April 10,2018 Approval Date: May 17,2012 E-2 10" MAX. A MAX. ti. DESIGN PRESSURES CHART-PSF HEAT STRENGTHENED LAMINATED IMPACT o IMPACT IMPACT \ GLASS GLASS Sunshine Windows WINDOW ANCHOR HURRICANE>PROC RMON =_ - Ii k�anufacturin Inc. DIMENSION SCHEDULE IS NOT REQUIRED fit: - =-� -_-_---- �---__...___ 9� cn - r ----'-- 1745 W. 33rd place PER 13/4"slu 3+0 SnL _ === =_=- I lideah, Florida 33012 WIDTH HEIGHT HEAD 8& PER , I Ptu (305)384-9982 SILL JAMS EXT. INT. EXT. INT. C E Fosu(305)828-b118 281/2- 4 53.33 120.00 80.00 120.00 ? -+ == _ IL=-- r - 4 37" 28• 5 53.33 120.00 80.00 120.00 33 1/s" 6 3 53.33 119.30 80.00 119.3 ~ �I !' FALSE MUNTINS (SURFACE APPLIED) 74" 8 53.33 90.00 80.00 90.00 M = 8 '; MAY BE USED 261/2- 4 53.33 120.0 80.00 120.00 fy 3 1/8- 10" C� 37" 38 3/8• 5 5 53.33 120.0 80.00 120.00 MAX MAx q 53 1t8• 6 53.33 95.54 8000 95.54 I� 74" 8 1 53.33 178.90 78.90 78.901 WINDOW WIDTH 37" 5 53.33 104.70 80.00 104.701 TYPICAL ELEVATION (XO) 53 1/8" 50 5/8" 6 6 53.33 88.40 80.00 88.40 rA 74" 8 53.33 67.30 67.30 67.30 GENERAL NOTES; � [•rl 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 37" 5 53.33 88.20 80.00 88.20 2.- CONFIGURATIONS OX AND X0. 53 1/8" 83" 6 7 53.33 75.00 75.00 75.00 3.- SHUTTERS ARE NOT REQUIRED. 53.33 62.00 62.00 62.00 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 74" 8 5.- FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 BY USE 1/4" DIAM. ULTACON BY ELCO 24" 3 53.33 120.0 80.00 120.0 WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE/MASONRY AND 3 1//2" MIN. EDGE DISTANCE. FOR ATTA HWENT INTO 2 BY OR WOODEN STRUCTURE USE 1/4 DIAM. ULTRACON BY ELCO C) 38" 4 53.33 120.0 80.00 120.0 WITH 1 1/2 MIN. EMBEDMENT INTO WOOD AND 1" MIN. EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS 48" 24' 6 3 53.33 120.0 80.00 120.0 WITH 1" MIN. EDGE DISTANCE. s0' 7 53.33 120.00 80.00 1120.0 6.- CONCRETE STRENGTH f'C=3,200 psi MIN., CMU PER ASTM C90, FILLED CMU fm-2,000 psi MIN. 7.- USE NON SHRINK NON METAL.UC GROUT 3 KSI MIN. AS REQUIRED. 7z" 8 I 53.33 90.00 80.00 90.00 8,-. WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 24' 3 53.33 120.00 80.00 120.0 9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". o ALUMINUM SHALL BE 6063-T6. STEEL SHALL BE Fy= 36 KSI MIN. 38° 4 53.33 120.00 80.00 120.0 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS a 48• 36" 6 4 53.33 120.00 80.00 120,0 TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) 80" 7 53.33 99.90 80.00 99.90 AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. 72" $ 53.33 188.60 80.00 88.60 a . 38" 4 53.33 100.40 80.00 100.40 GLASS: l 4s" 6 53.33 93.90 80.00 93.90 0.340" OVERALL LAMINATED GLASS USING TWO LIT£S OF 80" 48 7 6 53.33 87.00 80.00 87.00 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER o FILM DUPONT BUTACITE PVH, BETWEEN THE TWO UTES OF GLASS. r 72" 8 1 53.33 74.30 74.30 74.30 LAMINATED BY TECNOGLASS. PRADUCt nVISED as a m+plying whh the F1aalida DRAWING No. 36" 4 53.33 90.00 80.00 90.00 Buildihs Coda " Accoptanae No i9"MO.0(0 H S08--01 48 80" 6 7 53.33 87.00 80.0 87.00 rig 'ralian Dates 0/$ 80" 7 53.33 83.40 80.0 83.40 DATE: 03-14-08, 72" 8 53.33 67.80 67.$0 67.80 Mi mi B--IZ.�f?�» . SCALE. 1/2"-l" FLCftol� PE 1` 393 SHEET 1 OF 7 g 3 1/8" 7" 1J1J!72!t't: MAX. A MAX. i•. IMPACT IMPACT co DESIGN PRESSURES CHART-Pff GLASS GLASS I. I Sunshine Mows HEAT STRENGTHENED LAMINATED EWPACT _ _ �L-__ --__ --- --- Manufacturfig, Inc. ESMTANT GLASS _-�_-----____ -----------r____ _ _ 1745 w ,33rd Ploy � I P���(308��4-�9�e82 D WINDOW O SA DOR HURRICANE PROCI'EMON X , IIVIENSI N HE IS NOT REQUIRED C ` D ,/ E Fox:(30s�828-51 I$ PER 13/4'1 SILL 3"STILL WIDTH HEIGHT HEAD & �B SILL EXT. TNT. EXT. TNT. 74" 38 3/8' 11 6 53.33 90.00 80.00 90.00 FALSE MUNTINS (SURFACE APPLIED) 74" 80 5/8 11 S 53.33 90.00 80.00 90.00 E� B Ii MAY BE USED 37• 6 53.33 90.00 80.00 90.00 i 4_1 3 1/8- 7" 53 1/8" 83• 8 9 53.33 90.00 80.00 90.00 H 74" 11 53.33 85.20 80.00 85.20 72" 48" 11 7 53.33 90.00 80.00 90.001 WINDOW WIDTH E„y 4s• 7 53.33 90.00 80.00 90.00 TYPICAL ELEVATION (XO) C 60 9 9 53.33 90.00 80.00 90-00 GENERAL NOTES: 72• 91 53.33 90.00 80.00 90.00 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. (� U 2.- CONFIGURATIONS OX AND XO. 3.- SHUTTERS ARE NOT REQUIRED. W O 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 BY USE 1/4" DIAM. ULTACON BY ELCO FOR ATTACH"ENT.IN EMBEDMENT 2D BY OR INTO CONCRETE/MASONRY AND 4 IIX ULTRACON BY ELCO. Q WITH 1 1/2�MIN. EMBEDMENT INTO WOOD AND 1 MIN. EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN, EDGE DISTANCE. 6.- CONCRETE STRENGTH f'c=3,200 psi MIN., CMU PER ASTM C90, FILLED CMU fm=2,000 psi MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8-. o ALUMINUM SHALL BE 8063-T6. STEEL SHALL BE Fy- 36 KSI MIN. 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.6.4 OF THE 2010 FDC. x c� GLASS: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER c FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. Z LAMINATED BY TECNOGLASS, PRODUCT REVISED as complying Wo Iva Florida DRAWWG No. ° ��,/2.0320 Ob HS08-01 nay t8 DATE: 03-14=08 BY Mi tQ8 Product 'xt[G FRANGISC0.I4ERNANDEz SHEET 2 OF 7 FLORIDA- PE•��j' 51393 rfJrtlfif;S� C D � tit Sunshine Windows 2° Mmufactud% Inc. 1743 W. 33rd Place Hlalaeh, Rloddo 32012 6 Ph: (308)384-9082 e 21 20 Fax:(3t16)828-8118 14 22 10 i9 � � WINDOW WIDTH HORIZONTAL SECTION E-4 19 5 •�+ F] 20 6 .. 8 f \ R g (2) 2" WEEP 2 � �E HOLES w 77 1 2 VERTICAL SECTION (2) 2" WEB "' WITH SILL RISER HOLES PRODUCE REVISED VERTICAL SECTION as c midyiag with the Fhulds DRAVANG No. iiufidfa�Code wco¢Ptenoe xo H S08—01 rasirnn bete Q/f3 DATE 03-14-09 By p 7-Im_#V_ I SCALE: 1 2"°1" , FRANCISCO H�RNMDEZ sHEET s ©� 7 "RI.D� : I' 1 03 �� fit" 111 t s0 MATERIAL LIST MATERIAL LIST -TTEM# PAB'P# RBQD DESCRWUON MATMAL ITEM# PART# RBQD. DBSCRWnOX MATELLhL ''iriJy e;,►. r .es .• 1 SW_O19 1 FRAME HEAD 8063-T$ 13 SW-016 1 MOVING SIDE RAIL 6063-T$ �y S r{'r: ;'''.'•'}:°',:' �: 2 SW-019 1 FRAME SILL 8063-T8 14 SW3267 AS RQD WEATHER STRIP BULB VINY1. 3 SWxia21 1 INSERT TRACK 8083-T5 la SW-667 AS RCD LATCH ZINC Suns�inrr V�ndow Mdrt ur'trtg, Inc.. � 5 SW1 -O`l2 2 SLIDER TOP/BQnOM RAIL 8OWT5 18 SW-S10 2/SILL RETICULATED FILTER FOAM Htol5 W. Plb 33019 . 6 "3010 AS. RQD FIN SirAAL PILE FELT 17 SW40771 1 SILL RISER 6083-T6 Ptu �3oa�ea-•eee2 8 S1N3219V 2 WHEEL BRASS 18 SW-014 1 JAMB TO FIXED PANEL 6063-T8 9 SW d17 1 MOVING MEETING RAIL 6063—T8 19 — AS ROO SILICONE PEI.-885"OR SIMILAR 10 SW40111 1 FIXED MEETING RAIL 6063—TO 20 SW-101 AS ROD IMPACT OWING BEAD 6063—T6 0 11 SW—AS AS ROD ASSEMBLY SCREWS f 8 X I- SMS. 21 SW—STL 1 3/8~ X 3/4~ FLAT BAR STEEL r/y 12 SW-013 1 JAMB TO MOVING PANEL 8063-STS 22 SW—AS 4 ASSEMBLY SCREWS 8 X 2 1/2~ SMS. 0.812�»- 1.828---� T FO-050 0.050 I 80 1.876 0.082 T 0.394 Mid 1.280 1.250 1.4137 OfT.760 VWW� 1 0.812�-- 1.312 0.08 2.077 GLAZING BEAD Qi SW-016 FIXED. MEETING RAIL MOVING MEETING RAIL JAMB TO FIXED PANEL FRAME JAMB TO MOVING PANEL 8083—T5 Q SW-c40111 SW-017 SW-014 SW-01's [� 6063—Ts 8083—T5 6063—TS 6063—T5 FWJ 0.078 0.082 1 1.00 0.692 2.76 1.750 1.6780 3.082 II i 0.450 1 1.5090 0.760 1 �- 200 1.0000 I+— FRAME HEAD AND SILL MOVING SIDE HAIL SILL RISER INSERT TRACK SLIDER TOP AND BOTTOM RAIL SW-019 8063—TS 6063-TS 60637 31 SW—xxc21 SW-012 6063—T5 6063-75 N PRODUCE REVISED ae complying with the Fkd& DRAWING No. Haddlug Code A oo o 2 18 HS08--41 �. DATE: Qa-14—OQ By mim pleducf SCALE: 1 2~m1~ FORCAI R�, 81393 SHEET 4 OF 7 i 1/4" ULTRACON 1 1/20 MIN. PENETRATION INTO WOOD. 2 1/2" MIN. 2 1/2" MIN. (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS — — REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS 1/4"•ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY ON SHEETS 1 OF 7 AND 2 OF 7) e THROUGH 1 BY WOOD BUCK. TYPICAL FOR HEAD. e (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS 4t REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS eia ON SHEETS' 1 OF 7 AND 2 OF 7) Sunshine Windows :��:t ,N , ,;,•r;• TYPICAL FOR HEAD. 2 BY WOOD BUCK BY OTHERS. ManufaCfAq, Inc. MUST BE PROPERLY ATTACHED TO 1745 W. 33rd Pleme TRANSFER GLAZING SYSTEM LOADS Wdech, Flarldc 33412 I-alyll-l-m TO THE STRUCTURE. SHALL BE APPROVED Ph: (348)364-9952 t,t BY BUILDING OFFICIAL PRIOR TO Fmc(305)8W-5118 WINDOW INSTALLATION. r O 1 BY WOOD BUCK 13Y OTHERS. llLuj MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS Or rzi TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, V" DETAIL A DETAIL B C7 ATTACHMENT TO MASONRY ATTACHMENT TO WOOD p w 1/4" SMS THROUGH METAL. W (FOR MAX. ANCHOR SPACING AND NUMBER Q OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1/4- SMS THROUGH METAL, 1 OF 4 AND 2 OF 4). /—(FOR MAX. ANCHOR SPACING AND NUMBER 1 TYPICAL FOR HEAD. OF ANCHORS REFER TO ELEVATIONS AND MIN. MIAMI-DADE COUNTY APROVED DESIGN PRESSURE CHARTS ON SHEETS MULLION. (UNDER SEPARATE APPROVAL) 1 OF 7 AND 2 OF 7). -- —_ TYPICAL HEAD. L_ O M N O DETAIL C I -- DETAII.C ATTACHMENT TO MULLION PRODUCT REVIND DRAWING No. ATTACHMENT TO METAL STRUCTURE as camplftlwith the Fwms (STEEL OR ALUML 1/0° MIN. THICKNESS) DailciftCo& HS08-01 Acceptance No Ex 'ration Date 8 DATE: 31Q 4- , TYPICAL HEAD SECTIONS M SCALE: 1 FRANCISCO H�RNANDEZ SHEET 5 OF 7 FI, RIDA� .51 $3 trri�tiit i Sunshine Windows Manufacturing, Inc. 174$ W. 33rd Phus Hloleoh, Floddo =12 —� ,-' •d, Ph: (301)384-8982 Faw(308)828-6118 p :t,� ,�� b;;}• aS' s."kh,. 3/4' MAX. NON-SHRINK GROUT a a' s a• e ;'a a , ;',..,.: : '.;r•.°'.» OR 1' BY WOOD BUCK e: 0 2 13Y WOOD BUCK BY OTHERS. a e ; , .. ' . b• a d z a MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS e e a ? N •e,' ,' mil a a e TO THE STRUCTURE. SHALL BE APPROVED 6.W r�► g BY BUILDING OFFICIAL PRIOR TO /2° MIN. 2 1/2' MIN. WINDOW INSTALLATION. r — 1/4- ULTRACON 1 1/2' MIN. PENETRATION INTO WOOD. 2 1/2° MIN, 2 1/2- MIN. (FOR MAX. ANCHOR SPACING AND NUMBER --- i/4- ULTRACON 1 1/4- MIN. EMBEDMENT OF ANCHORS REFER TO ELEVATIONS AND INTO MASONRY THROUGH 1- BY WOOD BUCK DESIGN PRESSURE CHARTS ON SHEETS OR NON-SHRINK NON-METALLIC GROUT H 1 OF 7 AND 2 OF 7). 1/4- ULTRACON 1 1/4- MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER TYPICAL FOR SILL. h (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATIONS AND REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS DESIGN PRESSURE CHARTS ON SHEETS W ON SHEETS 1 OF 7 AND 2 OF 7) 1 OF 7 AND 2 OF 7). .�, V) p4 TYPICAL FOR SILL ONLY. TYPICAL FOR SILL ONLY. V! DETAIL D DETAIL E DETAIL F U ATTACHMENT TO PRE-CAST SILL ATTACHMENT TO MASONRY ATTACHMENT TO WOOD 0 d x MIAMI-DADE COUNTY APROVED _MULLION, (UNDER SEPARATE APPROVAL) I II z � • =:j 1/4' SMS THROUGH METAL, 1/4' SMS THROUGH METAL, (FOR MAX. ANCHOR SPACING AND NUMBER MIN. FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL. PRODUCT REVISED DETAIL Q DETAIL 0 1 as Complying with the Ft"ma DRAWING No. ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION BtdIdWp Code HSOS—O 1 (STEEL OR ALUM. 1/8' MIN. THICKNESS) (STEEL OR ALUM. 1/8" MIN, THICKNESS) p' i°0� tf2'�sa� iimim Data ` DATE: o:;!—fig—os _ TYPICAL SILL SECTIONS i e>I��1 0 3-lfi:-�� SCALE 1 2-=1" FRANCISCO H�RNANDEZ SHEET B OF 7 FirQEilOi� P� ' 5'13 1/4- MAX. —2 BY WOOD BUCK BY OTHERS. :.0��•'.•,'? MUST 13E PROPERLY ATTACHED TO _ SMIM SPACE TRANSFER GLAZING SYSTEM LOADS 1/4*SPACE TO THE STRUCTURE. SHAD. 13E APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. PIP Sunshine W+ndm 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. Manufacturing, lnc, (FOR MAX. ANCHOR SPACING AND NUMBER 1745 W. 33rd Ptoaa " OF ANCHORS REFER TO EL.EVATIONS AND HlaNah. Floddo 33012 1 1/4 DESIGN. PRESSURE CHARTS ON SHEETS 1/4" SMS THROUGH METAL.. Nd b, Floft 33 02 MIN. 1 OF 7 AND 2 OF 7). (FOR MAX. ANCHOR SPACING AND NUMBER Fa�ct{306�828-15918 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT TYPICAL FOR JAMBS. OF ANCHORS REFER TO ELEVATIONS-AND INTO MASONRY THROUGH 1" BY WOOD BUCK DESIGN PRESSURE CHARTS ON SHEETS s OR NON SHRINK NON METALUC GROUT DETAIL I �I� OR JAMBS.7). 0 ;• (FOR MAX. ANCHOR SPACING AND NUMBER ATTACHMENT TO WOOD OF ANCHORS REFER TO ELEVATIONS AND ; �i'• DESIGN PRESSURE CHARTS ON SHEETS ��• , 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. DETAIL 3 U` ':'` ATTACHMENT TO METAL STRUCTURE (SM-EL OR ALUM. 1/8" MIN. THICKNESS) DETAIL H ATTACHMENT TO MASONRY � GLAZING DETAIL �' N 0.080" DUPONT BUTACRE PVB 1 HEAT I/a- HEAT 1/4" SMS THROUGH METAL, STRENGTHENED STRENGTHENED (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND x DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. 3/8" CLASS BITE (TIPICAL) In MIAMI—DADS COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) SILICONE PECORA 895 FE OR SIMILAR �I �I # GLAZING:HEAT 0.340" STRENgTHHENED LAMINATED HA F GLASS WITH 0.090° INTERLAYER 0 FILM DUPONT BLRACITE PVB, BETWEEN THE TWO LIES OF GLASS. N LAMINATED BY TECNOGLASS.` L-J PRODUCT RI-VLSI as c6mplying wi0i die>�de DRAWING Na ATTACHMENT TO MULLIONS DETAIL Buildi»g Carlo HS08--Q 1 Accepteuoo No Eli inumd1mcm DOW DATE 03-14=08 TYPICAL JAMB SECTIONS BY �''�''�. SCALE: ' 2"°1" , FRANCISCO.'kRNANDE�Z SHEET 7 OF 7 i - MM i®DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION IN ARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Sh=4 Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiasde,8ovra Sunshine Windows Manufacturing,.,1nc. 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 PERA- 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. PERA 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 112OW Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.SH08-01,titled"Series 2000 Aluminum Single Hung Impact Resistant Glass",sheets i through 6 of 6,dated 04/02108,with revision 41 dated 03/12/12,prepared by manufacturer,signed and sealed by Francisco Hernandez,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer`s name or logo,city,state, model/series;and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#09-1217.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.124320.07 Expiration Date: April 24,2018 Approval Date: May 17,2012 Page 1 i Sunshine Windows Manufactudm Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . 2. Drawing No SH08-01, Sheets 1 through 6 of 6,titled"Series 2000 Aluminum Single Hung Impact Resistant Glass",dated 04/02/08,with prevision#1 dated 03/12/12, prepared by manufacturer,signed and sealed by Francisco Hernandez,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202 94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series 2000 aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-5253,dated 10/02/07, signed and sealed by Carlos S.Rionda,P. E. (Submitted under previous NOA No.08-0219.03) 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,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series 2000 aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-5252,dated 08/17/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No.08-02.19.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004 and FBC 2007,prepared by manufacturer,dated 12/22/07,signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NOA#09-1217.45) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) Manuel Pe , Product Control E r NOA No.12- 07 Expiration Date: April 24,2018 Approval Date: May 17,2012 E-1 Sunshine Windows Manufacturing.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours&Co.,Inc.• for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest, dated March 12,2012,signed and sealed by Francisco Hernandez,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5252 issued by Fenestration Testing Laboratory,Inc., dated 08/28/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No.08-0219.03) 3. Laboratory compliance letter for Test Report No. FTL-5253 issued by Fenestration Testing Laboratory,Inc.,dated 10/10/07,signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No.08-0219.03) G. OTHERS 1. Notice of Acceptance No.09-1217.05,issued to Sunshine Windows Manufacturing, Inc. for their Series"2000 Aluminum Single Hung Window-L.M.I.",approved on 03/24/10 and expiring on 04/24/13. Manuel Peru Product Control Exakger NOA No.12-03 20.07 Expiration Date: April 24,2018 Approval Date: May 17,2012 E-2 HEAD ANCHORS SEE CHART 4" 10"MAX. �A1 A2 E i r DESIGN PRESSURES CHART-PSF Sunshine indo�s FALSE MUNTINS mmuf cb mg, Inc. { j (SURFACE APPLIED) 1745 W. 33rd Place Itut ACT GLAr3S i WINDOW ANCHOR DISIGN 33012 Hbleah,„ MAY BE USED DENENSION SCHEDULE PRESSURE-PSF ---------�L--------_;L___ ____ Ph: (305)394-9952 __ --------------_----- Fm,(305)828-5118 i I p 1 WIDTH HCIGHT AND SMLD PER JANID EXT. INT. 19 1/80 3 90.0 90.0 p 26 1 2" 3 90.0 90.0 tJ� a E- lI IE Q / Ilv�'ACr G 37" 26" 4 3 90.0 90.0 a Q 53 1/8" 6 75.0 75.0 i 19 1/8- 3 90.0 90.0 � C 1 =i C C3 q 26 1/2" " 3 90.0 90.0 ii ;= 37" 38 3/8 4 4 90.0 90.0 W " 10"MAX. " 53 1/8» 6 75.0 75.0 $ 04 r 19 1/8" 3 90.0 90.0 tV WINDOW WIDTH 26 1/2" 3 90.0 90.0 (4 Ey 37" 50 5/8" 4 6 90.0 90.0 .� 6 TIPICAL ELEVATION 1 OVER 1 53 1/8" 1 75.0 75.0 GENERAL NOTES: 19 1/8., 3 75.0 75.0 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FB 26 1/2' 3 75.0 75.0 C. i 63" 2.- SHUTTERS ARE NOT REQUIRED. 37" 4 7 75.0 75.0 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 53 9/8" 6 75.0 75.0 4.- WITH 1ATTACHMENT 4" MIN. EMBEDMENT INTORCONCRETE MASONRY AND � 11 2" MIN. EDGE D STANCELCO 19 1/8" 3 75.0 75.0 FOR ATTA TENT INTO 2 BY OR WOODEN STR CTURE USE 1/4 DAM. ULTRACON BY ELCO WITH 1 1/2 MIN. EMBEDMENT INTO WOOD AND 1" MIN. EDGE DISTANCE. 26 1/2" " 3 75.0 75.0 FOR ATTACHMENT INTO METAL USE 1/4 /4 DIAM. GRADE 5 SHEET METAL SCREWS i 74 1 c WITH 1" MIN. EDGE DISTANCE. 37 4 75.0 75.0 .- 5.- CONCRETE STRENGTH f'c-3,200 pal MIN„ CMU PER ASTM C90, FILLED CMU fm-2,000 psi MIN. 53 1/8" 6 75.0 75,0 6.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. z 8.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/80 . ALUMINUM SHALL BE 6063-T6. STEEL SHALL BE Fy- 36 KSI MIN. t d 9.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS °C TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 10.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHAD. BE PROTECTED (BY OTHERS) IN AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. J 1 PRODUCT REVISED GLASS: as complply�with Ow FhWlh DRANG No. " ANo -03 •0 SH08--01 0.340 OVERALL LAMINATED GLASS USING TWO LITES OF rdianD !g 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER DATE: 04-02-08 FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. By LAMINATED BY TECNOGLASS. " Mi�si afteFro t on Z-t�,� SCALE: FRANCISCO H.64ANQEZ FLOIRJDA ,;Ft' 51393 SHEET 1 OFT] 1 �utifi:+sSrrir 1/4" ULTRACON 1 112" MIN. PENETRATION INTO WOOD. 1° (FOR.MAX. ANCHOR SP AND NUMBER OF ANCHORS :: REFER T6 ELEVATION AND DESIGN PRESSURES CHART 2 1/2" MIN. 2 1/2" MIN... MIN. ON SHEETS 1 OF a}. 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY TYPICAL FOR HEAD. V1 I e THROUGH 1 BY WOOD BUCK. � •.:..ssr ri�v::.:trr: e (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS r dd REFER TO ELEVATION AND DESIGN PRESSURES CHART „. r Suns Tie �ndaws ON SHEETS 1 OF 8). 2 BY WOOD BUCK BY OTHERS. IatUlfaCJTIn�, Inc. TYPICAL FOR HEAD. MUST BE. PROPERLY ATTACHED TO 1745 W. 33rd Pteas •. ::t�.s •;: ;'r TRAAFEJA GLAZING SYSTEM LOADS Iitateah, tdo 33012 TO THE STRUCTURE. SHALL BE APPROVED Phi (308)384-9982 -"" BY lUILDING OFFICIAL PRIOR TO Fom(305"-8118 WINDOW INSTALLATION. a DETAIL AI ` DA 2 ATTACHMENT TO MASONRY ATTACHMENT TO WOOD 1!4".SM& THROUGH �a1ETAL, a TYPICAL ANCHORS (fOR MAXI. ANGHt�R:SPACING AND NUMBER Nt OP ANC(dA§-AkftJFt TO ELEVATION AND 1/4" SMS THROUGH METAL. DESIGN IiAESSUA S CHART 014 SHEET 1 OF t3. U7 E* 1 1„ TYPICAL FOR HEAD. V MIN. OFD ANCHORS ANCHOR REFER O SPACING ELEVATION AND ER e' DESIGN PRESSURES CHART ON SHEET 1 OF 8. MIN. -MIAMI-DAD& COUNTY APROVED y TYPICAL FOR WAD. MULLION. (UNDER SEPARATE APPROVAL) I li 0 DETAIL A3 DETAIL A4 gi ATTACHMENT TO METAL STRUCTURE DETAIL ATTACHMENT TO MULLION (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) a N i r t N dd r [5 z°O ^ PRODUCT REVISED as complying with the PI®ift DRAWING No. 8uitdibXCo& SH08-01 Acceptance jNo -0 20• tion gate 8 DATE: 04--02-08 BY '�i►"'ta..1' - SCALE:'no a FMNCISCO HERNANDEZ TYPICAL HEAD SECTIONS FLOF%1pA JPE• If 51393 SHEET 2 OF 8 err �:. I I I I I I Sunshine WiiMml j madocwng, Inc. 1745 W. 33rd Plaoe W0% FWddt3 33012 P Fft (305)M4-"52 Fax:(3o5)828-5118 . A d ,. .�• ,:;•,.f y, c3/4- MAX. NON—SHRINK GROUT e e P a 4• ?. , .�., .p OR 1' BY WOOL} BUCK e' 2 BY WOOD BUCK BY OTHERS. 4. — +� v b• q •' ° ' MUST BE PROPERLY ATTACHED TO N g 4' a . Q� �. a e a TRANSFER GLAZING SYSTEM LOADS a ~ • < TO THE STRUCTURE. SHALL BE +—' APPROVED BY BUILDING OFFICIAL W ° e' "' 2 1/2- MIN. 2 1/2" MIN. 1 PRIOR TO WINDOW INSTALLATION. • MIN. 1/4- ULTRACON 1 1/2' MIN. PENETRATION INTO WOOD. N 2 1/2" MIN. 2 1/2- MIN. (FOR MAX, ANCHOR SPACING AND NUMBER Z 1/4- ULTRACON 1 1/4- MIN. EMBEDMENT OF ANCHORS REFER TO ELEVATION AND e� INTO MASONRY T�ROUGH 1- BY WOOD BUCK DESIGN PRESSURES CHART ON SHEET 1 OF 8). (-a OR NON-SHRINK NON-METALLIC GROUT TYPICAL FOR SILL. CA 1/4- ULTRACON 1 1/4- MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER CJ (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATION AND REFER TO ELEVATION AND DESIGN PRESSURED CHART DESIGN PRESSURES CHART ON SHEET 1 OF 6). N ON SHEETS 1 OF 6). TYPICAL FOR SIL11 ONLY. TYPICAL FOR SILL ONLY. DETAIL C1 DETAIL C2 DETAIL C3 ATTACHMENT TO PRE-CAST SILL ATTACHMENT TO MASONRY ATTACHMENT TO WOOD I I I I I I I I I j � I o I MIAMI-DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) IT I�ANSUOR QNG AND NUMBER 1/4- SMS THROUGH METAL. N 1" (FOR MA). ANCHOR SPACING AND NUMBER (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND OF ANCHORS EFER TO ELEVATION AND MIN. DESIGN PRESSURES CHART ON SHEER OF 8 . DESIGN PRESSURES CHART ON SHEET 1 OF 8). ) TYPICAL FORtLL, TYPICAL FOR SILL. PRODUCT REVISED i DETAIL C4 DETAIL CS as complying With the F10Ma DRAWING No. ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION $ni1c Q SH08—'0 Acceptanoe blo 1 4 18 (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) (STEEL OR ALUM. 1/8- MIN. THICKNESS) '��) . DATE: Q4-02_Q8 Miatr t' -3-!'�--�7t� SCALE: 1 t2 FRANCISCO -HI= NANDEZ TYPICAL SILL SECTION FLPRIDA, P.E. 51393 SHEET 3 OF S ,� 1/4' MAX. 1/4" MAX. 1/4 MAX. SHIM SPACE pit: :t`t}� SHIM SPACE v r,.;;.,;» .; SHIM SPAoCE E"• •::;;'r.tr:•�,,: ti?..• { J 2 BY WOOD B CK BY OTHERS. r '. "' '. •• +' MUST BE PROPERLY ATTACHED TO TRANSFER G A ING SYSTEM LOADS 1/4 SMS THROUGH METAL. ;:;�,�;�;:::.„ r.••rr^• x' CTU (FOR MAX ANCHOR SPACING AND TO THE STRU RE. SHALL BE APPROVED „ BY BUtLD1NG 0 UIL PRIOR TO NUMBER OF ANCHORS REFER TO r.:'rs:::•» vo 1 1/2 WINDOW 3Y SIJI IINQ ICIAL ELEVATION AND DESIGN PRESSURES SUnSWn$ Windows CHART ON SHEET 1 OF 8). MIN. TYPICAL FOR JAMBS. aCu"°'y, InC' 1746 W. 33rd Pk" 1 1/4" 1/4" ULTRACa 1 1/2" MIN. PENETRATION INTO HWUh, FWdd 33012 WOOD (FORM ANCHOR SPACING AND NUMBER �• MI,N, OF ANCHORS EFER TO ELEVATION AND Pht (=P64-01152 DESIGN PRESSURES CHART ON SHEET 1 OF 8). Foxs{305)82$-6118 TYPICAL FOR JAMBS. DETAIL D2 1/4" TAPCONS 1 1/4' MIN, EMBEDMENT ATTACHMENT TO WOAD INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT DETAIL D3 tV MAX. ANCHOR SPACING AND NUMBER (�R ATTACHMENT TO METAL STRUCTURE OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 8). STEEL OR ALUMINUM 1/$' MIN. THICKNESS) TYPICAL FOR JAMBS. D . T T D1 A GLAZING DETAIL ATTACHMENT To MASONRY �y �] 0.090» DUPONT BUTACITE PVB fxi 1/8" HEAT 1/S" HEAT � STRENGTHENED STRENGTHENED !� I 1/4' SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER I OF ANCHORS REFER TO ELEVATION AND I DESIGN PRESSURES OHART ON SHEET 1 OF 6), I TYPICAL FOR JAMBS. MIAMI—DARE COUNTY APROVED 31$" GLASS BITE I (MINIMUM) MULLION, (UNDER SEPARATE APPROVAL) • � o II II � I I SILICONE PECORA 895 N II II I O O DETAIL D4 Z ATTACHMENT TO MULLION as 1Cr REVISED DRAWING No. B �ywith � SH08-01 AcaWtmoe No -Q rwi >� D!� DATE: 04-02-08_ Ig 011AA SCALE: 1/7"f ' P FRANCISCO HERNANDEZ TYPICAL JAMB SECTIONS FLORIDA PE,f 51393 SHEET 4 OF 8 .......... ............. 7 12 Sunshine Windows ManufactuftInc. 1745 W. 33rd Place Hldeah, Florlda 33812 Ph: (385)364-6952 FWU(385)828-5116 t 14 (SEE DETAILS 1 i D1, D2, Q3 AND D4 A ON SHEET 4 OF 6) 15 (SEE DETAILS 14 WINDOW WIDTH AND Al, A2, A3 A4 ON SHEET 2 of 6) HORIZONTAL SECTION ' IW N 3/4" x 3/8" STEEL BA 7 4 WIF ( 15 14 9 g 53 B 3 g i 12 3/4" x 3/8" STEEL LATCH OPTION 0 � 4 � f 9 ( 5 6 a � lob I C a13 (SEE DETAILS 2 C1, C2, C3, C4 AND C5 VERTICAL, SECTION PROM CT z " ON SHEET 3 OF 6) as complying with am MOMS, DRAWING No. WITH Tai LOCK � �,o o sH08-01 Lion Date i18 DATE: 91=Q2-0-8- VERTICAL SECTION No pro t SCALE: 1 FR1�N�S 0 H1EkNANDEZ Fl.0E�1�,A ` Et` ,ti 5,.X93 SWEET 5 OF 6 } :Sti.. SV t}t1N. MATERIAL LIST ..tilt; 0.812 ITEMS PARTS RVQD. DESC211MON MA1'RAM SunWme Windows • 1 SW-014 1 FRAME HEAD 6063--T5 Manufacturing, Inc. 1748 W. 33rd PICO , 2.082----� 2 SW52101 1 FRAME SILL 8063-T5 Hlafeatb fladdo 33012 1.750 Phi (308)384-9 982 � 0.304 2.123 1.260 3 SW-•011 2 FRAME JAMB 6063-TS Foxi(305)828-6118 1.312 O.OSD --�0.3 0.812 0.750 4 SW40111 1 M£E11NG RAIL 8483-T8 —"� 5 SW--017 1 SASH TOP RAIL 6083--T5 FRAME HEAD GLAZING BEAT MEETING RAIL SW-014 SWW-101 SW-015 6 SW43355 1 SASH BOTTOM RAIL 8063-T5 8063-T5 6063--T8 8063•-T5 7 SWB2029 2 SASH CAM NYLON 8 SW-012 2 SASH SIDE RAIL 6063-75 9 SW--AS AS REO ASSEMBLY SCREWS # 8X1" PH PHILLIP CRS Vt 10 SW8202A 4/VENT FACE GUIDES NYLON T 0.937 1,623 I 11 SW43353 2/VENT LATCH BOTTOM RAIL PLASTIC �CFG1G 2.127 12 SW1820 AS ROD SEAL PILE FELT 2.314 TCW50 01050 13 SW3257 AS ROD WEATHER STRIP BULB VINYL N 0.082 2.000 1876 14 - AS ROD SILICONE DC-899/GE-1200 &O� E.,y 0.887 l 15 SWW101 AS ROD GLAZING BEAD 6063--T6 V L 2.078 ----1 2.375 0.812�-- 16 SW540 2 SPIRAL BALANCE ALUMINUM FRAME SILL FRAME JAMB SASH TOP RAIL 17 SW-867 2/VENT LATCH ZINC SW-52101 SW-011 SW-017 6063-TS 6063-T5 6063--T5 18 SW3082 AS ROD WEATHER STRIP BULB VINYL �--1.890 -� 0.1870 0.1 2.760 .000 0.082 .1324 1 O.ObO 0.719 0.810 �-- --� 1.000 - $ SASH BOTTOM RAIL SASH SIDE SID11E22 RAIL SASH BOTTON RAIL 60633785 8063-TS PLASTIC W-43 53 K300 PRODUCT as amylyi�wa am F l DRAWING No. Baitdibl;Gods _ .0 SH0E-01 Acopmm rmwn Bate DATE: 04-0208 By 3�1 -.f ► SCALE: 1 2°-1' Mism de Pro 1 FRANCI$C0:HERNANDEZ ~ ruOJRIDA, P 513.93, SHEET 6 OF 6 .M ID�DE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA_ ) www.miamidade. v/H era 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 PERA- 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 112009"Outswing Aluminum Casement Window—LALL APPROVAL DOCUMENT: Drawing No. CS09-01,titled"Series 2009 Out-Swinging Aluminum Casement Window- Impact Resistant Glass",sheets 1 through 6 of 6,dated 12/03/08,with revision#1 dated 03/06/12,prepared by manufacturer,signed and sealed by Francisco Hernandez,F.E.,bearing the Miami- Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement:`Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure ` to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jab site at the request of the Building Official. This NOA revises NOA#10-0407.01 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Peru„P.E. �ADECOUPrrtt NOA Na 12-0314.12 � Expiration Date: June 17,2014 f5114fie Approval Date: May 24,2012' Page 1 Sunshine Windows Manufacturing.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.CS09-01,titled"Series 2009 Out-Swinging Aluminum Casement Window—Impact Resistant Glass", sheets 1 through 6 of 6,dated 12/03/08,with revision#1 dated 03/06/12,prepared by manufacturer,signed and sealed by Francisco Hernandez,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an outswing aluminum casement window, glazed with 5/16"overall HS laminated glass,prepared by Fenestration Testing Laboratory,Inc. Test Report No:TTL-5560,dated 09/04/08, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA #08-1224.10) C. CALCULATIONS L. Anchor verification calculations,structural and comparative analysis,complying with FBC-2004, dated 12/08/08 and 05/07/09,prepared,signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NOA#10 4407.01) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS - 1. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butaciteg PVB Interlayer"dated 09/08/11,expiring on 12/11/16. Manue pqreo.E. Product Control zam er NOA No 12-0314.12 Expiration Date: June 17,2014 Approval Date: May 24,2012 E-1 Sunshine Windows Manufacturin ,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest,dated March 09,2012,signed and sealed by Francisco Hernandez,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5560,issued by Fenestration Testing Laboratory,Inc., dated 05/12/09,signed and sealed by Michael Wenzel,P.E. (Submitted ruder NOA #08-122434) G. OTTERS 1. Notice of Acceptance No. 10-4407.01, issued to Sunshine Windows Manufacturing, Inc. for their Series 2009 Outswing Aluminum Casement Window—L.M.I., approved on 05/19/10 and expiring on 06/17/14. Manuel Pgremj P.E. Product Control xa iner NOA No.1 14.12 Expiration Date: June 17,2014 Approval Date: May 24,2012 E-2 HINGE LOCATED FLUSH AGAINST JAMB MAIN FRAME . 5" MAX 12" MAX AT HEAD AND SILL BILL AT HEAD/SILL AT HEAD SILL °°� OF MAIN FRAME DESIGN PRESSURES CHART-PSF :": ; C in 4 U 1 0 : . .CORNERS 1z ........... v .. .D PACT RESISTANT GLASS ............... ..r HINGE LOCATION 5/16"IMPACT Suflsiinte Windows AT HEAD/SILL WINDOW ANCHORS GLASS Manufacturing, Inc, o • DIMENSION 1745 W. 33rd Pico* fteak CORNERS. I` // MAIN FRAME PER PER Pt° (305��4 0952 SEE HINGE JAMB HEAD & EXT. INT. LOCATION DETAIL. 11 WIDTH HEIGHT SILL F° ( 5�zs-t111s epa magpevaaaaaa M 191/0- 2 90.00 90.00 FALSE MUNTINS - HINGE LOCATION DETAIL 28 1/2- 28° 3 3 90.00 90.00 MAY BE USED �� N I" (SURFACE APPLIED) i; Q G� 37" 4 90.00 90.00 �+► maav°�nad�saanaavam Z 19 1/8° 2 90.00 90.00 `Mr/ a g � 26 1/2" 353/8, 3 4 90.070 90.00 `-/ � p LOCK 37' 4 90.00 90.00 OPERATOR LOCATED A ON INTERIOR WALL 19 1/8° 2 90.070 90.00 Gfft OF WINDOW FRAME SILL 28 1/2" 50 5/8" 3 5 90.00 90.00 OPERATOR LOCATION MAIN FRAME ° 4 90.070 90.00 tWJ� AT HINGED SILL CORNER, JAMB SEE OPERATOR MAX. WINDOW 19 1/8" 2 90.00 90.00 �p` LOCATION DETAIL. WIDTH 37" 12 Q V 281/2" 63 3 6 90.00 90.00 N H 37" 4 90.00 90.00 ,� MAIN SILL 24" 24° 3 3 90.00 90.00 SINGLE VENT CASEMENT WINDOW 3 7/8 38° 4 90.00 90.00 za° 38" 3 4 970.00 90A0 " OPERATOR LOCATION DETAIL 36" 4 90.00 90.700 GENERAL NOTEAsi­ 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. A 24" 48° 3 5 90.00 90.00 2.- SHUTTERS ARE NOT REQUIRED, 38 4 90.00 90.00 3.- HINGE LEFT OR HINGE RIGHT CONFIGURATION. 24" 80" 3 6 90.00 90.00 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 38" 4 1 90.00 90.00 5.- FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 BY USE 1/4" DIAM. ULTRACON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE/MASONRY AND 2 1/2" MIN EDGE DIST.. FOR ATTACHMENT INTO 2 BY OR WOODEN STRUCTURE USE 1/4- DIAM. ULTRACON BY ELCO WITH 1 1/2" MIN. EMBEDMENT INTO WOOD AND 1" MIN EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4- DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE. _N 6.- CONCRETE STRENGTH f'c=3,200 psi MIN., CMU PER ASTM C90., FILLED CMU fm=2,000 psi MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 0 0 9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8'. PRODUCT REVISED - z .- ALUMINUM SHALL BE 6063-T6. STEEL SHALL BE Fy- 36 KSI MIN. as complying with the FWda DRAWING No. 10.-- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS Building Code (;S09-Q1 Acceptwoe No "d Z TO THE STRUCTURE AND SHALL. BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. E iration IJate r4 MS 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED DATE 12-Q3-709 IN SECTION 2003.8.4 OF THE 2010 FBC. sGkLE' NTS FRANCISCO ARNANDEZ FLORI��A i,RFi # 5.1393 SHEET 1 OF 6 2 18 1 f.;. Sunshine Windows _ ——___. 2 s Manufacturing, Inc. 7 1748 W. 33rd Platy ftemik Florida 33012 4 Potu )3"—M2 1 20 3 4 I _ I z Af x I o E+ Z j C B 1 i 12 � d a 14 I W 13 I � I 2 I a 1t � 21 --_______.._._..___ z 15 16 VERTICAL SECTION B1 N PRODUCT MOM as complying with the Fbxw Buildiirg Colo DRAWING No. Awept M CS09--o1 piratton Dato .121 HORIZONTAL SECTIONS ��yy DATE: 12-03-06 Nt'zidR�gf a Prodr�ct Contra 3•. ••1 SCALE: 1 2"=1" F?ZANIC.ISC0';H6ANANiDEZ SHEET 2 OF 6 FLOI�DA,; PE;#, 6130 MATERIAL LIST MATERIAL LIST t:r r f. I'I'1S:M0 PARTf QTY DIRBCR VnON MATRN" RffiMIARKS ITEM# PART#I QTV DESCRIMON MATLRLiL RLMARK3 1 OC-3430 4 FRAME 6083-T5 12 23.01 1 SINGLE ARM OPERATOR STEEL TRUTH HARDWARE ;:• rti 'r 2 OC-3428 1 VENT 6063-TS 13 24.30 1 MULTI-POINT LOCK ZINC TRUTH HARDWARE 3 OC-3427 AS ROD CURVED GLAZING BEAD 6063-T5 14 11901-22 1 TIE BAR STEEL TRUTH HARDWARE Mmuf d ing, Inc. Manufacturing, Inc. 4 OC=3427 A AS ROD RECTANGULAR GLAZING BEAD 6063--TS 16 31848 AS ROD KEEPERS STEEL TRUTH HARDWARE 1746 W. 33rd Place Htaleck Florida 33012 5 1 .057" THICK CORNER KEY STAINLESS STEEL 16 03144 AS ROD TIE BAR GUIDE NYLON ULTRA HARDWARE Ph: (309)384-9962 6 - 1 .057" THICK CORNER KEY STAINLESS STEEL 17 4905 AS ROD GLAZING BEAD BULB VINYL TRUTH HARDWARE F'ax:(308)828-8118 7 - 1 .057" THICK CORNER KEY STAINLESS STEEL 18 E20310KN AS ROD[ WEATHER STRIP BULB VINYL ULTRAFAB pp.. 8 - 1 .057." THICK CORNER KEY STAINLESS STEEL 19 - AS ROD GLAZING TAPE FOAM FRANK LOWE P a - 18 ASSEMBLY SCREWS # 8 x 1" PH SMS 20 AS ROD SNUBBERS NYLON t1� 10 35.13.00 1 EGRESS 4 BAR HINGE STAINLESS STEEL TRUTH HARDWARE 21 4 SHEAR PLATE 6063-T5 FULL LENGTH a 11 30175 1 TRACK STAINLESS STEEL TRUTH HARDWARE 22 SEALANT AS RQD pECORA 895/DOW CORNING 699 SILICONE 1.706 1.818 0.801 .64 1.188 0.738 0.738 —2.500-1 0.520 2.80 0.610 0 " ru 0.749 2.50 2.60 $ V 1814 1. 39 0. 75 0.876 2'000 0.166 N E" 2 78 0. 72 0 0 0.070 V 2.976 2.1171 I 0• .dl 0 0 1.1.168 0. 26 1.188 LI-1.870--J 1.162 1.000 2.760 coo-- 2.240 0.968 0.740 GLAZING BEAD GLAZING BEAD 0.840 SHEAR PLATE FRAME SASH FRAME OC-3427 OC-3427 A 1'300 8063-T5 6063-T5 2.750 6063-T5 OC-3430 OC-3428 3 8083-T5 6063-T5 O 8 OCORNER KEYS 21 • x z° N I 0 PRODUCT REVISED = as complying,with this Ftakda DRAWING No. nuildhig Cads acaepsanaerm - �� CS09-01 l>altonlJato #'4• DATE-._j2=0_—_M I3 +'�«� �^� n n g�j FM 1 2 01 FRANCIS CO HOERNANDEZ FLORIQA,' 'iPE!#t 61393 SHEET 3 OF 8 2 1/2" MIN. 2 1/2" MIN. 1" MIN. 1/4" SMS. THROUGH METAL : r : 1f4" ULTRACON WITH 1 1/4" MIN. EMBEDMENT (FOR NUMBER OF ANCHORS AND INTO MASONRY THROUGH 1 BY WOOD BUCK AND MAX. SPACING e (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART ';} d a. REFER TO DESIGN PRESSURES CHART METAL STRU TURAL MEMBER BY OTHERS t p. $• °e AND ELEVATION ON SHEET 1 OF 6). AND ELEVATION ON SHEET 1 OF 6). (SHALL WI AND ANCHOR SHEAR FORCES} „• •. 1" BY WOOD BUCK MINIMUM THI KNESS ¢ 1/8" Sunshine WIn�OW3 WOOD BUCKS BY OTHERS MUST BE PROPERLY Manufacturing, Inc. SEALED AND ANCHORED TO TRANSFER LOADS TO 1745 W. 33rd Ply THE STRUCTURE HWe* Flaft 33012 w SHOULD BE APPROVED 13Y BUILDING OFFICIAL Ptr (308)384-6962 PRIOR TO WINDOW INSTALLATION. Fax(306)1328-6118 I i 1" MIN. f 1/4" ULTRACON WITH 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6). Q y ATTACE31ENT TO MASONRY ATTACHMENT TO METAL STRUCTURE DETAIL U W 2" BY WOOD BUCK N N WOOD BUCKS BY OTHERS MUST BE PROPERLY (� SEALED AND ANCHORED TO TRANSFER LOADS TO Q1 THE STRUCTURE. SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. a N i I ATTACHMENT TO WOOD ' N i MO O PRODUCT REVISED as complying with the Phdh DRAWING No. aubsaingca* t+ CS09-01 Acceptanoe'�° 14- iration Date , TYPICAL SECTIONS AT HEAD By DATE: 12-03--08 1VIeam1 Pro -aft R...t�. SCALE•. FRANGISC(Y,,HERNA:ND FL'Olip�t' PFi' 151, 93 SHEET 4 OF 6 boo 1/4" ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR NUMBER OF ANCHORS AND MAX. SPACING METAL STRUCTURAL MEMBER BY OTHERS REFER TO DESIGN PRESSURES CHART (SHALL WITHSTAND ANCHOR SHEAR FORCES) AND ELEVATION ON SHEET 1 OF 6) 1/4" MAX. ?r"` ' MINIMUM THICKNESS m 1/8" SHIM SPACE a•:::r::r'ir:: 1" BY WOOD sucK • Sunshine Windows 1/4" MAX. WOOD BUCKS BY OTHERS MUST BE PROPERLY 1/4" SMS. THROUGH METAL ftufCCtIIMg, Inc. SEALED AND ANCHORED TO TRANSFER LOADS TO 1745 W. 33rd Plane SHIM SPACE THE STRUCTURE. (FOR NUMBER OF ANCHORS AND MAX. SPACING Hialeah. Florida 31012 REFER TO DESIGN PRESSURES CHART • SHOULD BE APPROVED BY BUILDING OFFICIAL AND ELEVATION ON SHEET 1 OF 6) Ph: (305)304-9952 PRIOR TO WINDOW INSTALLATION. fa (305)828-81I OV N ..............-- r � tot ATTACHMENT TO METAL STRUCTURE ► N 1/8* H.S. GLASS 0.09 BUTACITE PVB BY DUPONT O U ATTACHMENT TO MASONRY 3 4 GLAZING BEAD a 1/s" H.S. GLASS 1/4- ULTRACON BY ELCO WITH 1 1/2- MIN. PENETRATION INTO WOOD. GLAZING (FOR NUMBER OF ANCHORS AND MAX. SPACING TAPE 19 REFER TO DESIGN PRESSURES CHART W AND ELEVATION ON SHEET 1 OF 6). i 2" BY WOOD BUCK i WOOD BUCKS BY OTHERS MUST BE PROPERLY 0.73" 1/4" MAX. SEALED AND ANCHORED TO TRANSFER LOADS TO TYPICAL GLASS BITE THE STRUCTURE. SHLM SPACE SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. SILICONE PECORA 895/ 22 0 DOW CORNING 899 Sri GLAZING DETAIL N r r ATTACHMENT TO WOOD PRODUCP REVISED as complying with Ilya Flo" DRAWING No. Building Gods Acceptaams Into - � CS09--01 F c dcution Date TYPICAL SECTIONS AT JAMBS �E: 12--Q3—Ds By DATE: �..f _ SCALE: FRANCISCO i HEt NANDEZ SHEET 5 OF 6 PLQ��D& rP 'y X14.9 Ill I � I I I Sunshine Windows MmufoctuM4 Inc. w 1746 W. 33rd Plans .aC fah. Florida 33012 d Pht ('306)384-9962 F=(306)828-5118 a In ' 6 O METAL. STRUCTURAL. MEMBER BY OTHERS e e A/ (SHALL WITHSTAND ANCHOR SHEAR FORCES) """'a ' 4• R ? ° ; ' ' Vi i..� a d MINIMUM THICKNESS 1/8" I r \ N 1" MIN. 1/4" SMS. THROUGH METAL I a a (FOR NUMBER OF ANCHORS AND MAX. SPACING I e J REFER TO DESIGN PRESSURES CHART I A AND ELEVATION ON SHEET 1 OF 6). I 2 1/2- MIN. 2 1/2" MIN. ATTACHMENT TO METAL STRUCTURE 1/4" TAPCONS WITH 1 1/4" MIN. EMBEDMENT Qy V INTO MASONRY { w (FOR NUMBER OF ANCHORS AND MAX. SPACING N H I REFER TO DESIGN PRESSURES CHART ttl U Pli AND ELEVATION ON SHEET 1 OF 6). Q { ATTACHMENT TO PRE-CAST SILL W 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO.WOOD (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6). wa 2" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO " THE STRUCTURE. 1 MI SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. o °'•"• '• •p b• '�•'•'" ' 1 3/4" MAX. NON-SHMNK GROUT ATTACHN.IENT TO WOOD OR t" BY WOOD BUCK a: da b• Q• 4 ' Qq . 1 ,. 2 1/2- MIN. 2 1/2" MIN. N 1/4- ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT `� a (FOR MAX. ANCHOR SPACING AND NUMBER ° a OF ANCHORS REFER TO SHEET 1 OF 6). •120DUCT REVISJW as compiyiag with the Fladit DRAWING No. ATTACHMENT TO MASONRY B°IldffigC4& r� CS09-01 Accsmion� " 64. TYPICAL SECTIONS AT SILL DATE 12-0 -08 IV1P Pro" Q! r�- y. SCALE: 1 2"ai" FRAIJCISC,O .H' #NA QED SHEET 6 OF 6 FLCIf,l i i MIAMI-DARE TVIIAMI DADE COUNTY s 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) .miamidade. ovleconom 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"120011181011 Outswing Aluminum French Door—L.M.I. APPROVAL DOCUMENT:Drawing No.FD08-01,titled"Series 2001 Aluminum French Door-Impact Resistant Glass, sheets 1 through 4 of 4, dated 04/02/08, with revision 1 dated 05/21/12, prepared by manufacturer, signed and seated by Francisco Hernatidez, P.E., bearing the Miami—Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LIMITATIONS: Glass lites wider than 36"shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement • of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and • followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#12-0320.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.13-0416.16 Mtar�to Expiration Date: May 08,2014 i Approval Date: May 09,2013 Page 1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 02-1104.03) 2. Drawing No.FD08-01,titled"Series 2001 Aluminum French Door-Impact Resistant Glass", sheets 1 through 4 of 4, dated 04/02/08, with revision #1 dated 05/21112, prepared by manufacturer,signed and sealed by Francisco Hernandez,P.E. (Submitted under previous NOA#12-0320.04) 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 swinging Glass Door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3399, dated 08/16(02, and addendum letter dated 04/24/03, both signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 02-1-104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, dated 03/31/08,signed,sealed and prepared by Francisco Hernandez,P.E. (Submitted under previous NOA No. 10-0322.11) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.10 issued to Eastern Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. Manuel P ez, X. Product Control ner NOA No.13-0416.16 Expiration Date: May 08,2014 Approval Date: May 09,2013 E-1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBA=ED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated March 12,2012,signed and sealed by Francisco Hernandez,P.E. (Submitted wider previous NOA No. 12-0320.04) 2. 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) 3. Testing agreement letter, dated 03/28/13 between Fenestration Testing Laboratory (FTL) and Miami Wall Systems,issued by FTL and signed by Manny Sanchez, Chief Executive Officer. 4. Letter from manufacturer,dated 4/8/12,requesting a 1-year extension to allow time to 'perform verification test,signed by Noel Martinez,Assistant Manager. G. OTHERS 1. Notice of Acceptance No. 12-0320.04, issued to Sunshine Windows Manufacturing, Inc. for their Series"2001 French" 8—Ft. Outswing Aluminum Glazed Door—L.M.I., approved on 06/14/12 and expiring on 05/08/13. 2. One year approval, subjected to successful verification test,the final approval will be issued for the balance of the remaining 4 years,of a total of 5 years. Manuel Per Product Control E VO .16 r NOA No.I3 Expiration Date: May 44 Approval Date: May 09,2013 E-2 FOR R OPTIONS AND NUMBER OF ANCHORS SEE NOTES 3 AND 4 ON THIS SHEET. FOR DETAILS SEE ,...:.. SECTIO S SHOWN ON SHEETS 2 OF 4 AND 3 OF 4. . DESIGN PRESSURES CART,PSR ��::��.�•.r•c 50 100 100 10 Ml4/, MAIM j V •:j.atA1`•AS} :'t5}'�:�5:'jlL: I QD�� DOOR Doan LFAF aoaR DOOR LEAF ANCHORS HEIGHT LEAF ;�•:- .. "•`.�:,. WIDTH AT HEAD (NOMINAL) ANCHORS POS. NEG. $EIIl3h1It@ ��� (NOMINAL) AT AND L PER JAMB Qmfa �ln�, Itm. 71 `s' a 1749 W. 33rd Place 3'--0" 4 . , 70.0 70.0 �ateab. 33012 PW (305)384-9952 . '�,�-6„ 3 8 --0 8 70.Q 7n.0 Fox:�ao5)s2a—arts 26 11W 26 0 26 i a° MAX. DAYLIGHT MAX. DAYLIGHT MAX. DAYLIGHT 3'--0" .4 �0-811 7 70.0 70.0 2'--6" 3 70.0 - 70.0 J B C GENMAL NOTItSs 1.— THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. �t 2.�» SHUTTERS ARE .NOT REQUIRED. � 3.— FOR NUMBER OF ANCHORS FOR EACH DOOR UNIT SIZE REFER am co TO QE%GN PRESSURES CHART. STREKE j 4.— FOR ATTACHMENT INTO CONCRETE OR. MASONRY.WITH i BY USE 2 A PLATf:5 /� 1 4" DIAM. ULTACON BY EELCa WITH i" 1/4 MIN, EMBEDMENT ' ' REV. 0 CONCRETE/MASONRY AND 2 1/20 MIN. EDGE DI ANCE, F R ATTACHMENT INTO 2 BY OR WOODEN STRUCTURE�SE i�4" DIAM. ULTRACON BY ELCO WITH 1 1/2" MIN. PENETRATION 1 Q WOOD AND 1" MIN. EDGE DISTANCE. 18 j$ FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN. E09E DISTANCE. 5.— CONCRETE STRENGTH fo=3,200 psi MINI., CMU PER ASTM 080, 4� FILLED CMU fni-2,000 psi MIN. p� a� r 6,- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. = 7.-- WOOD HOST STRUCTURE SHALL BE °SOUTHERN YELLOW PINE" p G= 0.55 OR GRE=ATER DENSITY. 8.w THE THICKNESS OF THE STf EVALUMINUM HOST STRUCTURE SHALL BE NO LESS ALUMINUM SHA{LL BE 6063—T6. STEEL SHALL BE Fy-•36 KSI MIN. io as 9.-• SUCKS SYSTEM LOADS TO THE STTRUCTURE AND TO SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, 10.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL c � OXI MAK• ». 10° i0" j3 50 BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 F8C. a 370 AIAX. 11.— DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH DOOR WEDTH 720 MAX, EGRESS REQUIREMENTS PER 2010 FLORIDA BUILDING CODE. DOOR WIDTH 12.— COLONIAL MUNTINS CAN HE APPLIED. 13.-•• SEALANT AROUND PERIMETER OF DEAD BOLT, HANDLE, STRIKE RODUCT RENEWED PLATES, FLUSH BOLTS, FRAME,.PANEL, ETC. � as Complying with the Fl FRAME CORNI&RS CONSIST OF BUTT JOINTS FASTENED WITH C4 w ELEVATIONS RatdirogCade (2) #10 X 1 PAN HEAD SHEET METAL SCREWS. tt Amptesce No I . Expiration Date Mylfim Rife Ptt, ~j FLUSH BOLTS: PRQAL ptimSin DRM No, as compl*s with the Florida TOTAL OF 4 (2 AT ACTIVE LEAF' AND 2 AT INACTIVE? LEAF AT HEAD i3a11dWgCode r� r� FD0$-01 AND AT SILL OF EACH), AcassptsnceNo 12.-032 . Q DATE•04-0 -• ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE P fu 1611 JPp/b DESIGN PRE=SSURES ON CHART. Y 5•�1t a:. SOAS Et NTS M104 Dads Produotc6utrol FRAN ISCO 'HERNANDEZ c�E�• TOF 4 FLOE; A/ R ij3�3 w ANCHOR SPACING SEE ELEVATIONS ON SHEET I OF 4. 1/4" SHIN{ MAX OW.) FOR NUMBER OF ANCHORS FOR EACH DOOR UNIT SZE REFER • ; :?::•:rF::t� a p ..: �.:••':$i • �i•••:rr..:. ' TO dE60 PRESSURES C41AFti' ON SHIN 1 OF 4. a FOR ANCHOR SELECTION SEE NOTE 4 ON SHEET I OF 4. � „•••� pi "S•fr �:� (TYPICAL FOR DOOR JAMBS) Sunshine Vtirdows. a' p mmlufacturilllg, Inc. •$. p 1740 W. 33rd place i7 S tae00%F1c:ida 33012 3 7 3 3 8 Ph: (,40)3114-09$2 . �• • $ to Ia to Io I3 I3 Fax►{308�32t3—Bt 18 '•9 p/A r tti p s.y V , . +. 9 . s x wAt REV, ti.�`:y�• ••�. Li 1:,rr.-a r IBY OR 2BY WOOD BUCK BY OTHERS SHALL WIl£STAND All OWING SYSTEM CMU tYALL a LOADS (TYPICAL FOR ALL WOOD BUCKS) = SEE NO # 9 ON SHEET 1 OF 4. � ''! s •° a FOR ANCHOR OF CANCGHORSE OR EAOCHSDOOOR U�SIZE WER ti ° V GLAZING DETAIL .� • TO DESIGN PRESSURES CHART ON SHEET I OF 4. ' FOR ANCHOR SELECTION SEE NOTE # 4 ON SHEET I OF 4. 11 12 (TYPICAL FOR DOOR JAMBS) 4 t 0.090" SAFLBX—KEEPSAFE BY SOLUTIA j€• : v. --I A o< 1/8" HEAT 1/8° HEAT STRENGTHENED STRENGTHENED 13+ 96 r + PEiiiMETER TRIM (OPTIONAL) pT/ + 17/3«" tiLASS BITE .+�• �• (MIMMUM) ' Qq o • + SILICONE Mmu DOW CORN MO 899/ PECORA 8913 .ffi,� e- qq ,iy ��• .t. M^• HORIZONTAL SECTIONS 4101DUCPRdL-ft7 rt nu:rxgvIsiU DRAWING No. s cmplying«!th the ormo guiding Cate mp complying with the Florida FQQ8—01 4cce taBee R!0 Building Cade N44 c•pirat an Date {c Aaceptanc?" °7 • DATE. 4-•02-08 a D By dam' '� 5-"SGT-t SCALE: Miami c Fedduct C'onf Miami a o Pm act Control FRANCISCO'HE NA{VDE SHEEP 2 OF 4 J :: i MATERML LIST ` 4Mf OR Z8Y OOD SUCK BY OTHERS SIW1. Wi1HST ALL OWN SYSTEM ITEM # PART � REQD. DESCRIPTION MATERIAL •. �:,• I=$ ff1YI� FOR pp��,��,,WOOtf BUCKS) SEE EZOT� ON SHEET t OF 4, 1 SW-38 1 FRENCH DOOR HEAD 6083—TS v7� r:ur k 2 SW--39 4 F'RE`NCH DOOR TOP AND BOTTOM RAIL 5083--TS : e: 4° a" a' ~b.•° •fig ' ��'� L g r a 3 SW--36 4 FRENCH DOOR VERTICAL STILE 6063,T6 SUnShhe Ando 4..•l ° SW-37 2 FRENCH 4OOR JAMB 6063--T6 ManllfacftI ft Inc. .gL:y•rc�� � 4 1745 W. 33rd Pieca t`='�,•� 5 SW--40928 (4") 1 PER ANCHOR FLAT FILL COVER 6063—T8 Waota nWo Utz Phi (305)384-6962 6 SW-40 1 FRENCH D60R SILL.(MILL FINISH) 5063--T6 t8 I 1 7 SW-47 1 FRENCH 000R ADAPTER 6063—T5 a SW--3332 AS REQ'§ FIN PILE WI:ATWER STRIP (VYNIL BULB) POLYPROPYLENE 9 SW--57 3 PER LEAF 8" BUTT HINGE 6063 T6 � 8 5 1¢ 10 SILICONE AS REQ'D DOW CORNING 996/PECORA 895 SILICONE 11 SW-L1 1 LOOK (LATCH) METAL 2 YA 14EW TRADITIONS' 800 SERIES DEAD SOLT METAL 12 SW-1.2 1 KEY OPMATED ON THE EXTERIOR AND. THUMB TURN ON THE INTERIOR 15 13 SW--FB 2 PER LEAF Sett'--S 2510 CONCEALED FLUSH BOLT BY REGENT METAL 14 SCREWS A5-•RE;Q'p 10 X 1" SMS Z+3 is SCREWS' AS2411 �' � 10-X 1 1/2" SMS IMPACT HET 1 SEE AND G MOTE i 8 SW--30 AS--I2N6 APPLIED PERIMETER TRIM 6063•-T5 v� ON SHEEN' 1 OF 4 AND GLAZING � E-t 10 DETAIL SHOWN IN SHEET 2 OF 4. #7 SCREWS AS-RiQ'D # 8 K 1/2" SMS U 18 SW�-H 1 SURFACE MOUNT HANDLE METAL SIRUCTUIlA1. SILICONE � DOW CORNING 899 15 OR SIMILAR $57 5.00' 41w 4.375 sa � i "1 FD VERTICAL STILE (SW--3G) 1$ PERNETE R TRIM o I LD FD HEAD (SW-36) FD TOP & 80TTOM RAIL (SW-39) •�• •�'• Q9 S. $ , � � mil OH STRENGTH GROUT, 3.$0" MUST BE MIN. 3 KSI. 5.000 N ---1- '1 NON SHRNMt, NON METAt10, I 5.00 1 Iw lrJ FO JAMB (SW-37) FD FLAT FILL COVER (SW-•409260) FD SILL (SW-•40) FOR ANCHOR SPACING SEE ELEVATIONS ON SHEET I OF 4. FOR NWOER OF ANCHORS FOR EACH DOOR UNIT SIZE REFER TO DESIGN PAMRE,S CHAETT ON S EET 1 OF 4. •$87` 't�ODUC€1dEtd�t'V) ! FOR MiCNOR S=7109 WHITE' 4 ON SHEET 1 OF 4. �Pl as complying with the Ft fi t. MODUCTR>msw DRAWING No. (TYPICAL FOR DOOR HFA4 AND SILL ( ! _ulding Code as complying with tie Florida ZcceptaneeNo t HulidingCadcf 00 q FDO$-01 T- .0$ ` 1,908` Expiration Date 1 Acoeptance No=Proubt �4r. GATE; 08 >}y ' t z. SCALE: 4�_ VERTICAL SECTION FO ADAPTE=R(SW-47) 9 FD HINGE (SW--b7) � Miami Dai" FRANCISCO H I NMNDEZ '-�' FbO�IDA 51393 SHEET 3 OF 4 • c.•sps 2 # 10 BY 1" PH. SM5 s' rrrr r A • II :j�sr it:.}ts�,• ts'Yr'�-rsa ti .,rr r:.•r 2 # 10 BY 1 1/2- PH. SM8 II II Wlshme Won I�- 99 manufacturing, Inc. 1746 W. 33rd Place �--..�•;,—»..:-. loi Ficrtda 330 P 12 lu (396)344-9952 II r =�l II Fax:(3o6)l12a-41 to IJ Lu 7 ........... DOOR FRAMX UPPER CORNER, DOOR PANEL UPPER CORNIER N � i 10 � mn rl 8 !I tip:— .-Ji II 2 10 BY 1 1/2- PH. SMS t_....,......._1 0 2 1a 8Y t" PH. sMS DOOR PANEL BOTTOM CORNER C4 C i • N DOOR FRAME BOTTOM CORNER 1OmplyTR iththeF PRODUCTR8YlSED OWING Flo. . es coenp}yiag with tits�1 !lending Code as complying whit Ilse Florida FDO B—01 Acceptance N 0- ( i Building CoLb ! w z0-c4- aspiration Rats !4, Aaceptetnca No DATE. . II o A �GIu CORNER CONSTRUCTION DETAILS �liarn Bade Pr6it!€ct, °� >vLtgit ttdttProductContro ' FRANCISCO MERNANDEZ SCALE: 1 F't.0�ftiQl�, PE. # 51 493 SHEET 4 OF 4 trlltt. a i S w z � rst �F � I4 k3 � a 3; y 2 ; BCIS Home Log In ! User Registration Hot Topics Submit Surcharge i Stats&Facts i Publications FBC Stag i BCIS Site Map i Unks Search Busine A'*. ��"�rofes t i�� USER:Nt is User al USER:Public User IBI E Product Approval Menu>Page Under Construction>Product or Application Search>Application Ust>Application Detail F,Mill, FL# FL13459-R2 Application Type Revision Code Version 2010 Application Status Approved 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright dckw @rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM D638 1996 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 ASTM E84 2000 z z - BCIS Home Log In User Registration Hot Topics Submit Surcharge i Slats&Facts Publications FBC Staff BCIS Site Map Links Search Bus es (�°� - t Produc Approval Pp Prof -' a l OIRNY� U SER:Public User Product Approval Menu>Product or Application Search>Application List g Search Criteria Refine Search Code Version 2010 FL# 13459 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications ............................................................................_...._................._._....._ ............................................................_._ .._.............._._.__......... . FLT Type Manufacturer Yal{dated By i Status _.......___ .__._._...__.._...._ .............-......_.___.__._._...._.._...._....._........................... __.___.__... FL13459-R2 Revision Therma-Tru Corporation Ryan J.King,P.E. Approved' Hi to (Category:Exterior Doors (813)787-8283 Subcategory:Swinging Exterior Door Assemblies _._............... _. .._.__.._..........................................__........_._.._..._...................................._...._._.__...... ._................. ...... Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission it necessary. Contact us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1.2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: MORE Ywcurity m4--r"te:,v ASTM G26 1995 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13459 R2 Eguiv of Standards.pdf Product Approval Method Method 1 Option A Date Submitted 02/27/2012 Date Validated 05/30/2012 Date Pending FBC Approval Date Approved 06/19/2012 Summary of Products ..__.._ _.......__........................... _....__._ .....__............................._,.. _ ,......_.._........................_....._......_,................................................. _.._..._ FL# Model,Number or Name Description 13459.1 €a.Benchmark by Therma-Tru 68"Smooth Surface"or"Wood Grain"Fiberglass Single Door- (X)Inswing or Outswing Configuration Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13459 R2 C CAC 13459.1 NAMI Certs.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 `:. Design Pressure:NIA Installation Instructions Other:See INST 13459.1 for Design Pressure Ratings,any FL13459 R2 11 Inst 13459.1.pdf additional use limitations,installation instructions and product Verified By:Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports I FL13459 R2 AE Evai 13459.1.pdf FL13459 R2 AE TT-Plastics.l.pdf Created by Independent Third Party:Yes ...........................................__._.........................................__...— ..._._........................._........... _ _ _ ._._ _.__.._.... _ _......._. - €13459.2 'b.Benchmark by Therma-Tru 8'0"Smooth Surface"or"Wood Grain"Fiberglass Single Door- (X)Inswing or Outswing Configuration Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13459 R2 C CAC 13459.2 NAMI Cert.EW Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions 3 Other.See INST 13459.2 for Design Pressure Ratings,any FL13459 R2 11 Inst 13459.2.pdf i additional use limitations,installation instructions and product Verified By:Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports FL13459 R2 AE Eval 13459.2.pdf FL13459 R2 AE TT-Plastics.l.adf .......................—_..Created by Independent Third Party: ...._.._..................... 13459.3 c.Benchmark by Therma-Tru 68"Smooth Surface"or"Wood Grain"Fiberglass Single Door- (X)Outswing Configuration Direct to Masonry Installation Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13459 R2 C CAC 13459.3 NAMI Cert.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 13459.3 for Design Pressure Ratings,any FL13459 R2 II Inst 13459.3.pdf additional use limitations,installation instructions and product Verified By:Lyndon F.Schmidt,P.E.43409 I2. ��F a:7 R W Building Consultants, Inc. VY Consulting and Engineering Services for the Building industry P.O.Box 230 Whim FL 33595 Phono 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 el NOME Product Sins Category Category Manufacturer Product Category Swinging Therma-Tru Corporation "Smooth Surface°and"Wood Grain" Exterior Exterior 118 Industrial Dr. Fiberglass Door Door Door Edgerton,ON 43517 Inswing/Outswing Assemblies Phone 419.298.1740 "Impact" Scope. This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P,E.(System ID# 1998)for Therms-Tru Corporation based on Rule Chapter No.9N-3,Method 1A of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations. 1.This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements including the "High Velocity Hurricane Zone"(HVHZ).See the Certification Agency Certificate for sizes,specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3.When used In the"HVHZ"this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-13459.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using the high water dam threshold item#4 meet water infiltration requirements for"HVHZ". 8. Inswing configurations and outswing configurations using sill item#3 do not meet the water infiltration requirements for the"HVHZ'and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-13469.1 for size and design pressure limitations. Supporting Documents: 1. Test Report Ides. Test ftndard Testing Laboratory SlAned by TEL 06-1031-1 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab,Inc. Wendell W,Haney,P.E. ASTM E330-02 ASTM E1886/E1996-02 2. 13rawing No. Prepared by Signed&Sealed b� No.FL-13459.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Product Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. Buck Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 9 Lyndon F.Schmidt,P.E. FL PE No.43409 3/13/2012 PF 1528 Sheet 1 of 1 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Vatrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Plastics Teslin,,SuIllinal-y Report No.: TT-PLASTICS.] Z5 Date: Alav /, 2012 Manufacturer Plastic Materials Testing Therma-Tru Corporation Polyurethane Foam Core 118 Industrial Drive Fiberglass Door Skin(SMC) Edgerton,OH 43517 Late Frames(SMC,BTS,PVC) Phone 419.298.1740 Scope: Plastics testing peformed for Therma-Tru Corporation: Material Test Report No. Test Standard Testing Laboratory Started Polyurethane Foam Core ATI 67508.01-106-18 ASTM D 1929-96(2000)e01 Architectural Testing Lab. Joseph A.Reed,P.E. Polyurethane Foam Core 15427-107362 ASTM E 84-00a Omega Point Lab. John W.Dougherty,P.E. Fiberglass Door Skin(SMC) TEL 01460336-A ASTM D 635-03 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. TEL 01460336-B ASTM D 1929-96(2000)e01 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. TEL 01460336-C ASTM D 2843-99(2004)901 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. STS Lite Frame TEL 01460337-A ASTM D 635-03 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. TEL 01460337-B ASTM D 1929-96(2000)e01 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. TEL 01460337-C ASTM D 2843-99(2004)e01 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. SMC Lite Frame TEL 01460338-A ASTM D 635-03 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. TEL 01460338-B ASTM D 1929-96(2000)e01 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. TEL 01460338-C ASTM D 2843-99(2004)e01 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. PVC Lite Frame TEL 01460339-A ASTM D 635-03 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. TEL 01460339-B ASTM D 1929-96(2000)e01 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. TEL 01460339-C ASTM D 2843-99(2004)e01 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. Exposed Plastics ETC-01-741-11075.0 ASTM D 638-96 ETC Laboratories,Inc. Joseph L.Doldon,P.E. (STS,SMC,PVC) ETC-01-741-11076.2 ASTM D 638-96 ETC Laboratories,Inc. Joseph L.Doldon,P.E. ETC-01-741-10921.0 ASTM D 638-96 ETC Laboratories,Inc. Joseph L.Doldon,P.E. STTS00001 ASTM G 26-95 Sub-Tropical Testing Lon Hicks,V.P. STTS 99-0513.01 ASTM G 7-97(5 yr.exposure) Sub-Tropical Testing Lon Hicks,V.P. Eaulvalency of Standards Test Standards Used 2090 FBC Referenced Standards ASTM E 84-00a ASTM E 84-07 ASTM D 635-03 ASTM D 635-06 ASTM D 638-96 ASTM D 638-03 ASTM G 26-95 ASTM G 155-05a The products referenced above have been tested to the standards listed. It has been determined by Lyndon F.Schmidt,P.E.and RW Building Consultants,Inc.that the tested standards are equivalent to the referenced test standards as adopted by the 2010 Florida Building Code. w Lyndon F.Schmidt,P.E. FL PE No.43409 May 1,2012 Sheet 1 of 1 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI01012$G 4 DATE: 0311312012 y4 CERTIFICATION PROGRAM: Structural COMPANY: Thermo-Try CODE: T-M24 To N cri#y that the••Notiee of Product 0mificamion"is valid,please visit%iv%.NAMtC cAific4don om to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied.Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Therma-Tru Corporation Series"Benchmark by Therma-Tru" 118 Industrial Drive Smooth Surface& Wood Grain Edgerton,OH 43517 Opaque Fiberglass Out-Swing Side Hinged Door Door panel:Fiberglass Configuration:X Frame: W-959ntm(37.75") ti-2089mm(82.25") Parcel: W-913mmn(35.93") H-2013mni(79.25") SPECIFICATION PRODUCT RATING TAS 20112021203-94 Design Pressure:+801-80 psf ASTM E330-02 Large N issite Impact hated ASTM E1886-021E19%-02 Wind Zone 4-Missile Level D Product Tested By: Testing Evaluation Laboratories, Inc. Report Nei: TEL,-06-1031-1-Revised Expiration Date: March 31.201:6 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC:'. 4794 George Washington Memorial Highway Hayes,VA 23072 TEL:(804)684-51241 FAX:(904)684.5122 NOTICE OF PRODUCT CERTIFICATION 7� fir, CERTIFICATION NO: NI0 01 _F hk DATE: t►&IN2012 f x CERTIFICATION PROGRAM: Structural COMPANY: Therms- CODE: T-452-.1-_-__ . . To veri6 that the"Notice of Product Certification"is valid,please visit www.NAMXCcrVfcallon.co to assure that the product is active and currently listed.This certification represents.product conformity to the applicable specification and that certification criteria has been satisCed.Please review and advise NA Ml if any corrections we required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Therma-Tru Corporatiott Series"Benchmark by Therma-Tru" 118 Industrial Drive Smooth Surface&Wood Gram Edgerton,OH 43317 Opaque Fiberglass In-Wag Side Hinged Door Door panel:Fiberglass Configuration:X Frame: W-959mm(37.75") H-2489mm(82.25") Panel: W-913mm(3593") H-2013mm(79.25") SPECIFICATION PRODUCT RATING. TAS 201/202/203-94 Design Pressure:+75/-80 psf ASTM E330-02 Large Missile Impact Rated ASTM E1886-02/EI996-02 f Wind Zone 4-Missile Level D Product Tested By: Testing Evaluation Laboratories,Inc. Report No: TEL-06-1031-1-Revised Expiration Bate: March 31,2&J 6 Administrator's Signature: NATIONAL ACCREDITA`T'ION AND MANAGEMENT INSTITUTE,INC. 4794 George Washington Memorial Highway Hayes,VA 23072 TEL:(804)684-51241 FAX:(804)684-5122 i v o • • y (j ' I=Vol WOO i • r•ef `ar at, f•c- o r;+ e =• • • s • ��• - `1 1 • • r 1•�I �� r-e c ": ! • , li ;' ��• ; 'r[ arc �•c•a • • ti r r • �! •e� � � �� �� •' j} j f i h i A • •• xv c S` • • _ __ ifllI1 A a si._ • • s c is- • •c •.f;�. • • a.- • _•� i a :o c •.II '.:a:, • r �• • r I �, •. a ISRl we _ - a — • • � � .... w— �y4�"�y`�'�p�97i ���c.dig�6Y 7�� �.� . • - � il .acs- 4�s7 •a • •� t • • •' 4 r,I • '• v .013. .. • •'• :. l • S-1r1=1x .f DOOR SKIN 2C EXTERIOR FOAM CORE 35.81"MAX. .� PANEL WIDE! V; w �y 0 2 INTERIOR STEEL REINFORCEMENT c a z � 5"I ' 3� i HOMONTAL CROSS SECTION co m to Ed et Q ,. 1 FOAM CORE LOCK&DEADBOLT RATINGS CHART oc 2 #I8 X 21/2"PFIi SCREW MANUFAcniRER MODEL ^ (TYP.4 CORNERS �� J OF PANEL) LOCK: SIG TORE SERIES IS x g W a L -VA o, KWIKSET DEADBOLT. SIGNATURE ATURE I9 �, DETAIL A-A S t7 R PANEL ° a Gi Sur,Ln 30 'Wood crrdif EXTERIOR INTERIOR m surfoce DOOR SKIN 0.071Y'THK.(Fy=6,000 PSI MIN.( o CORE MATERIAL:POLYURETHANE FOAM (PUR,1.9Ibs.MIN.DENSITY( I x 00000000 to 000000fl c 00000000 of DOOR SKIN 0 00 0 0 0 0 0 STEEL REINFORCEMENT i 0000000 00000000 w 0000000 0 ,®P t v, 00000000 ZA COPMRP HINGE 10LE 0000000 28 Wood z 00000000 �% F 0000000 00000000 ;1 �° 4 ° STEEL REINFORCEMENT �a►- f 0000000 28.86%m OPEN Q 00000 AREA MAX. a i 0000 0 00000 0 r-1.53"-� -Z 0 0000000 DATE. 1/25/10 wz 00000000 r, J 0000000 00000000 ° N.T.S. 2 VEIMCAL CROSS SECTION cmK. BY: LFS AIL A®A QRAWENG NO.: PANEL REINFORCEMENT L X iE o (fS.023"TI^ck Steel) CZC>LVL/Wood Corals. FL-1,3459.1 SHEET _L OF 6 `� 1-1147 MIN MAD.1 .1 HOWOWAL CROSS SECTION • ft shown-inswing also approved 1-114"MINI. EM6.(TY.) 4 II - OV;E a w LL a � � `. ¢ q Z3 n p G O � zm �= o c ea � O o O p R Y b muadjQ c 13 m p 9 o .. O �C1 I�Q m� �g V ?Ln z LE: N.T.S. CiV2 x jigm W2 V i7 O O h o. a 4 II - OV;E LL a � � Z3 � O 3 o .. O t3 E: 1125110 z LE: N.T.S. . ay: LFS 3 mac too.: z FL-13459.1 ° i7 ET 3 of 6 w VEMCAL CROSS SE"ON OutsvAng shown-Inswing aW opl5iroved I EXTERIOR INTERIOR VERTICAL CROSS SECTION Inswing configuroffon see general notes,sheet I for'liVHr water Inf0tration requkernenis I r. K-2"'\VERTICAL CROSS SEC-nON Shown w/l X sub4yjck INTERIOR PgLRAI 1 con N ration 'al ne's.sheet I WlWr water inffiration requVements INTERIOR EXTERIOR fl-"'WEIMCAL CROSS SECTION Outswing confairation see general notes,sheet i for"HVHr water inflitaffon reqtArements coo G!at Q z 0 z C 0 iL 0 oil v 0 0 n 0 m a. Z ZO 0 °C O]`2 a. 0 t IR cm� 04 140 gW C 0 DATE: 1/25/10 SCAM N.T.S. OWO. BY. AL CHKI BY.- LFS DRWM MO.- FL-13459.1 stem 4 oF 6 z z 13 vt Cl 0 17 MAX. ") A O.C.(TYP.} --- 4P OR 0 > 0 z 4 Vol C S. z 0; 0 n C4 • a. i A O Q 61S 2X BUCK 11 11 C!2 S . 5 ta M -0 a2 0, JAMBS 1X BUCK TYP.HEAD& TYP.HEAD& MASONRY7 JAMBS MASONRY "I MASONRY C > OPENING OPENING OPENING TYP.HEAD& FRAME-/ - JAMBS 2X BUCK 2X BUCK to BUCK - ri 10- us C4 - 0 > 0 LO) % X 0 N SUCK ANCHORING BUCKANCHONNG HINGE JAMB FRAME AN RING STRIKE JAMB DP<--50 psf 50 psf<DP<=80 psf Masonry Construc Lion - etc z • H 1XBUCK FA CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge Ij 2X BUCK distance and center distance requirements. 2X BUCK Z Concrete anchor locations at the corners may be acgusted to maintain the min.edge b12 ,,,2 E 6 distance to mortar joints. If concrete anchor locations noted as"MAX.ON CENTEIr must be z G IXBUCK adjusted to maintain the min.edge distance to mortar joints.additional concrete anchors 2X BUCK 16 L W z may be required to ensure the"MAX.ON CENTER"dimensions are not exceeded, 3. Concrete anchor table: 12 1XBUCK 17 14 M IL 2X BUCK r z ANCHOR ANCHOR MIN. MIN. CLEARANCE TO MIN. CLEARANCE TO -0 TYPE SIZE EMBEDMENT MASONRYEDGE ADJACENTANCHOR L z. DATE: 1/25/10 L H I X BUCK I 0 wALE: N.T.S. -0 ITW IN 1®1/4" 2-1/2" HINGE QUAIL LATCH&DEADOOLTDUAIL Dwa. BY: AL ELCO 11fir 1-1/C CMK BY! LFS DMWING NO.: ffw 3/16" 2-51W FL-13459.1 0 `4 smm _,�_ or 6 BILL OF MATENALS ffEM RI Old MATERIAL A 1 X BUCK SG>--0.55 WOOD 5.59" o B 2X BUCK SG>--0.55 WOOD c o A C MAX. 1/4"SHIM SPACE WOOD o w°' o D 1/4"X 2 3/4"PFH ELCO OR CONCRETE SCREW STEEL °� z °3k77 E MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 1 a R I- °' 301 OR HALLOW BLOCK CONFORMING TO ASTM C90 G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL E H 114'X 3-1/4"PFH TrW CONCRETE SCREW STEEL TH H J 1/4"X 3-3/4°'PFH ITW CONCRETE SCREW STEEL Ins�win9 a*stabte Q L #10 X 211T PFH WOOD SCREW STEEL 1 INSWING ADJUSTABLE THRESHOLD(BMTT) ALUM./COMP. 2 INSWING ADJUSTABLE THRESHOLD(RB) ALUM./COMP. o 3 OUTSWING BUMPER THRESHOLD (RB&BMTT) ALUM./COMP. 4 OUTSWING HIGH WATER DAM THRESHOLD ALUM./COMP. 6 DOOR BOTTOM SWEEP VINYL 7 DOOR BOTTOM SWEEP VINYL "$ P 8 JAMB PINE SG>--0.42 WOOD 10 WEATHERSTRIP FOAM 11 HINGE If X 41 STEEL Z Imwing 12 #10 X 3/4"PFH SCREW STEEL ai�e cn� M §R 14 LATCH STRIKE PLATE STEEL x 15 SECURITY STRIKE PLATE STEEL a g 16 #8 X 2-1/Z'PFH SCREW STEEL ° u v`` ; �� 17 #8 X 3/4"PFH SCREW STEEL °o m 30 SMOOTH SURFACE/WOOD GRAIN DOOR e SEE DOOR PANEL DETAIL SHEET STEEL Gi a a 3 ° 1.62"' 0 0 � z Ln 4.57 — Ln G>� CEP � w .a 4.56 Oufs+MW High Wdaier Dam Q Z is OaYe: 1125 1Q z 2.IT SCMI: N.T.S. o DM. BY: AL _HEAD&SIDE cast. ev: LFS $ o, Jamb DMWWc ND.: FL-13459.1 p sHecs 6 of 6