The URL can be used to link to this page

WS-14-2509 (2) Miami Shores Village 77 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 ':x' INSPECTION LINE PHONE NUMBER:(305)762-4949 . FBC 20 Lo BUILDING Master Permit No. — PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL r-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION M SHOP CONTRACTOR '—DRAWINGS JOB ADDRESS: 1410 w 4*16. 5rcT, 3wy , City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): kL6e#.j, 6 Cbih %RK Phone#: lo-S-9ml-� Address: ,,B� Sw(,A5 fl 12)k6a City: t ft i k , S 166=6 State: f L Zip: '3�,,15 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Ja/J Phone#: 3V5 QUY '( ,2 Address: 11 City: ate: Zip: �3) S �] Qualifier Name: Phone#: ® ® Z State Certification or Registration#: C1 [ 5-1 &0.)- Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ W/ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration OONew ❑ Repair/Replace ZrDemolition Description of Work: �'��' � 9��VFM�l`�' 101 ih&0> I pot�If25 u� :. ► lb 1v , ��, � �eo � �►�� r�� Specify color of color thru tile: Submittal Fee$ P) U-b Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ � r' Technology Fee$ °G Training/Education Fee$ c Double Fee$ Structural Reviews$ ( Bond$ 0 TOTAL FEE NOW DUE$ QS j (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrumentw sack owledged before me this day of 20 t ,by day of e L4" 20 by who is penqwak known to ,who is personally known to me or who has produced as meor w o as pr` od-uce as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC, �: . MAGALY FONKECA Aim Z*:" %!' .6aA 7ARt1P.�N1 Sign: Sign Print: MAGALY FONSECA Print: EXPIR90,,APR.24,2®it 17 Seal: �c'WWW.AARONNOTARVAOM Seal: APPROVED BY Plans Examiner Zoning 14 Structural Review Clerk (Revised02/24/2014) 5t1oRes Miami Shores Village • �x��== G Building Department .,. 10050 N.E.2nd Avenue Miami Shores,Florida 33138 „ Tel: (305) 795.2204lQjtlot jpA Fax: (305) 756.8972 Permit No: w S 14-141-"% tr. Page 1 of 1 Structu' Critique Sheet STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and Include one 1 set of voided sheets in the re-submittal drawings. WWI Asraf 7 MIAi�I'.:.E __ _ _ _.--- _ - COUNTY o U O SECTION DEPARTMENT OF REGULATORY AND ECONOWIIC RESOURCES MER) 111 1 S v 26 tr ,Room 208 BOARD AND CODE ADMINISTRATION DIVISION 31 -2 90 { E6)315-2599 NOTICE OF ACCEPTANCE OA . u econom Sunshine Windows Manufacturing,Inc. 1745 W 33`d Place Flialeah,FL 33012 SCOPE: I I U 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 he valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product*or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Clipped,Extruded Aluminum Tube Mullion---L.M.I. APPROVAL DOCUMENT:Drawing No.M2011,titled"Aluminum Tube Mullion L.M.I.,"sheets 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 tyre lips 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;revisiVp o ange •, in the materials,use,and/or manufacture of the product or process. Misuse of thin NQA'as an bndorsement"'... of any product,for sales,advertising or any other purposes shall automatically teMffald this NOA Failure:.... to comply with any section of this NOA shall because for termination and removal UffGAA. ..... "1" . ..... ADVERTISEMENT: The NOA number preceded by the words Miami-Dat1B.�nty, Flg4de, and..;..' followed by the expiration date may be displayed in advertising literature. If any'paAon of*9LNOA is...... displayed,then it shall be done in its cntircty. :00:0: . INSPECTION: A copy of this entire NOA shall be provided to the user bl the 1hanufaUYSCor its""" distributors and shall be available for inspection at the job site at the request of the buiAlag Official. :•••• This NOA and consists of this page 1 and evidence page E-1,as well as approval document in i ed� above. The submitted documentation was reviewed by Manuel Perez,P.E. J NOA No.11-1216.02 (nMaMm courrrY - ?I Expiration hate: March 28,2015 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 M2811,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,P.E. B. TESTS 1. Test rcports on: 1)Uniform Static Air Pressurc 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. STATE,ME NTS %•0 0:• 1. Statement letter of conformance,complying with the FBC-201 =mt6of no f nancial interest,dated February 23,2013,signed and sealed by FranciWAVxnarndot,OM. ...... 2. Proposal No. 11-1216.02 issued by Product Control, dated Janvisp 31, 2012, signed. 0000.. by Manuel Perez,P.E. .••••. :...;. • 0000 . 0000. 0000.. 0009 0000. G. OTHERS • . 0000 0000 0000.. 1. None. 0000.. 0000.. . . 0000.. .. 0000 ;' Manuel Perez,-ZE. Product Control Exams'er .i" NOA No.11= 16.02 Expiration Date: March 28,2018 Approval Date: March 28,2013 E-1 70 0.125"OR 0.25o°TIGIGxNEss VME%OFDRAWI NGS :.:Law• _.z. BLAZING UNIT $IN18G8IIdON3 AF NOTES 2 GENERAL NOTES 4 1 OF 22:MULLION SEC7fON3,GFNEPAI.NOTES AND PROCEDURE FOR MULLION SELECT=' G(IIIICCfUf91�Im S v c 2 OF 21 MUUION SHAPES,ANCHOR CUPS AND ANCHOR CLIPS LOCMON DETAILS. 1745 M 3W PtQ0 ® � r ® 3 OF 21 .-TABLE 9 1.MULLION DESIGN LOADS(MUU OIN CAPACITY)FOR RECTAN'RRUTAR MUWONB. 1l*i %HMO 33012 4 OF 21 r TABLE 19 2.ANCHOR DESIGN LOADS(ANCHOR CAPAC"FOR RECTMOUTAR MULUONS. 3 ')52•-5118 2 UJONS- 8 OF 21 .-TABLE rp 3.ANCHOR OEM LOADS(ANCHOR CAPACITY)FaR�ANCHOR CAANGULAR P OR 8 OF 21 .-TABLE 4.MULLION AND ANCHOR OEM LOADS(MULLION VERTICAL OR RORTZONTAL RECTANGULAR MULLIONS FOR ROUND MULLIONS. 7 OF 21 ANCHOR CONFIGURATION TYPE Al ON CONCRETE INR MASONRY NTiHI iBY WOOD BUCK. 8 OF 21 ANCHOR CONFIGURATION TYPE Al ON WOODEN STRUCTURE OR 28Y WOOD BUCK. E MULLION Mm LamTinniia c"�"�'^'�i TAeya @ 1 ON Quccr A OF 22. I OF 21 ANCHOR CONFIGURATION TYPE A2 ON CONCRETE OR MASONRY WITH 111Y WOOD BUCK a".t;OR O.��u L0.h;9_!Aa'Ci,'OR_Sm2A^•f•Y)Tit°I"S��n� t ON EFTS 4 Atm 5.0E_21.. i7`sE AND ON WOODEN STRUCTURE OR 28Y WOOD BRICK 10 OF 21 ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASCNRY WITH 18Y WOOD BUCK AND ON WOODEN STRUCTURE OR 28Y WOOD BUM GLAZING UNIT.SSE NOTES 2 AND 4 11 OF 21 r ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH I.By WOOD BUCK OF eENEfkL NOTES AND ON WOODEN STRUCTURE OR 28Y V6*W BUCK FOR 2'X 8'MUWCN. � art`` 3 1/2"0 OR 4'p,ALUM,TUI# 12 OF 21 ANCHOR CONFIGURATION TYPE B1 ON CGNICRETE OR MASONRY' 0.082"OR 0.125 THICKNESS 13 OF 21 :ANCHOR CONFIGURATION TYPE 82 AND 83 ON CONCRETE OR MASONRY. 14 OF 21 .-ANCHOR CONFIGURATION TYPE 83 ON CONCRETE OR MASONRY. 18 OF 21 ANCHOR CONFIGURATION TYPE 01 ON M* UR£. TALUC STRUCI t w m lw 18 OF 21 r ANCHOR CORF(GURATPON TYPE 02 ON METALLIC STRUCTURE- 17 TRICTURE17 OF 21 :ANCHOR CONFIGURATION TYPE C3 ON METALLIC UR3S STRUCTURE• .. r 18 OF 21 ANCHOR CONROURATONS TYPE D2,03 AND 04.kiULUON HYPE MTO MULLION CR3. CR2 18 OF 21 .-ROUND MULLIONS.TDP VIEWS FOR ANCHOR CDNF,OURATIDNS AND CR3. A 20 of 21 .-ROUND MIULLION&TOP WHEYS FOR ANCHOR COWIOURATON TYPE I8R4 AND CR4. 21 OF 21 .-ROUND MULLIONS,SIDE FOR ANCHOR CONFIWRaws TYPE M'SR3,BR4, VERIZCAL ROUNDTUBE MULLION CR2,CRS AND CIR4. VIDE eer ti n I in"�:'�""iCAx(Mln 11nN t]APACi1VY.AbC ARCHOIt DESIIN I DARDS.1ANCHOR C."-PAdTYI GENERAL NOTES: PROCEDURE FOR MULLION S=CTION PUTING THE WIND it THB PRODUCT MEETS THE REQUIREMENTS OF THE 7010 7,-THE TMONESS OF THE SIM/ALUMINUM HOST STRUCTURE SHALL 1.�M�AMNO OEM THE H PRESSURE CS PER 2010 FLORIDA BUILDING COOL FLORIDA BUILDING CODE. BE NOT LESS THAN 1/8". ALUMINUM SHALL BE SCS3-T6 AND SIM SHALL BE Fya 38 901 MM. 2.USE MULLION DESIGN LOAD(MULLION CAPACITY)TABLE 9 1 AND 9 4 ON 2:MB.UONS SHMI.BE USED ALONG WITH SEPARATE APPROVED REQUIRED GLAZING UNITS MEETING THE 2010 FLORIDA BUILDING CODE S.-TUBE MAYEPoAL SHALL BE ALUMTNUN ALLOY DG83-T8. ON SHEETS 3 AND 8 OF S TO DETERMINE 711E MULLION SECTIO! REQUIREMENTS.USE GLAZING LIMY APPROVAL TO SPECIFY TO MEET 711E DESIGN PRESSURE, FASTENER SIZE APES SPACING. 9.-AI:.ANCHIORS INSTALLED W THE STOF THE)ST UM HDSL STRUCTURE [ SF1ALI.HAVE 1"MONBdIId TO THE EDGE OF THE STRUCTURAL MEMBERS. 3.USE TABLE 12,$3 AND 4 ON SHEEI9 4,8 AND 8 OF 21 TO DETERMINE 3.-TYPE OF ANCHORS:FOR ATTAOIMEW NYC CONCRETE OR THE TYPE OF CONNECTION qtjWEEH THE MUUION NO THE STRUCTURE MASONRY WITH LBY,2BY OR WOODEN STRUCTURES LASE 1/4'GAM. 10.-WOOD HST STRUCRBRE SHALL E`SOUTtIERN YELLOW PINE" TO MEET THE DESIGN LOAD(MILLION CAPAOIY} TAPCON BY"SUIDEX°(NDA Ne.07-1128. FOR ATTACHMENT 0-0.85 OR GREAR R DENSITY. 10 TO METAL STRUCTURES,OR METAL TO METAL USE ALL ANCHORS INSTALLED IN WOOD SHALL HM 1"MINIMUM TO THE 4.WOMUC49 MULLION MID ANCHOR SELECTED OPTIONS AND CORRESPONDING 1/4"DIAM.GRADE 8 SHEET METAL SOREWS. EDGE OF THE STRUCTURAL.MEMBERS WITH 1 3/8'MIN.EMBEDMENT. TABLE VALUER OBTAINED IN A SPECIFIC APPLICATION V*IEN USING THIS NDA TO APPLY FOR A PERMIT, 4.-THE DESIGN PRESSURE SHOWN ONTYS!�E'.•C bM%E` OI•• 31_•C STRENGTH:1�ow3,2d0_pal MIN.. CMU PER ASTM CSO. ^r NM TUBE STRENGTH ONLY.NO CONTRIBU1T-:OF ATTACH GtR�I IANRS �pOFILED CMU fm.2,000 POI Im. Iocam 02-11-13 ARE CONSIDERED. • •• • • • • INSTALLED IN CONCRETE SHALL 14AVE 2 1/2°MIPAAIUM 5.-FOR DETAILS OF AT7AOHMDff BETWEEN MLRLIOINSRiRrOBBTf:66TUR�• •TO � RticiteiAt MEMBERS' D O 1 3/4'MIN.ISHES)-ENT. REFER 70 SHEETS 7 THROUGH 2/ OF 1HRSSFRODBO►15�PR0 .FOAM,BRICK AND OTHER OAU.FINISHES)- 0 WOOD 8IcKS BY OTM SHALL BE PROPERLY ATTACHED TO 12.-MATERIALS INCI.ZNG BUT NOT LIMITED TO SIEEL/AiETAL 4 yyyylag�y �yply f,R l J TRANSFER GLA28O SYSTEM LOAD TO THE STRUCTURE AND SCREWS,THAT COME PRO OONTAO4 WITH ACCORDANCE DISSIMILAR H�IorJdeDetdlnlCetio "`{{{""" AA2011 SHALL BE APPROVED BY THE BUILDING OFFICIAL.PRIOR TO MATERIALS SHALL BE PROTECTED IN ACCORDANCE WITH THE SECTION Duro ,, y,,, N ��..J2•'dr_its MULLION INSTALLATION. • ••• • ••• 20D"4I,*OF jVjO10 FLORIDA BUILDING CODE FRANCISCO HERNANDEZ 1YOA5 ' n1m•a 1+romleR mi1i0� EET • • • • • • FLORIDAFL0t80A PE � 81393 • • • • • • • • • • B31'i �� =ice'-'' 1 OF 21 • •• • •• •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROUND MULLIONS RECTANGULAR MULLIONS ANCHOR CLIPS CROSS SECTIONS CROSS SECTIONS CROSS SECTIONS 0,082 0.25 0.12e -r=L�.12. 0.750 1.780 0,125 0.125 Rl .......... 4.0004.000 2.000 VO.125 :LGW Om 2.250 2.250 3.QW-711 '23 a 2.000 2.000 0 2.000 �aoo=0.125 0.75WO 1745 W.331d Pfaa Ph:(3 ftmW0 33012 0.004 10,25 VI CLIP V2 CUP 2"X 2*X I/a,ANGLE OJP 2*X 5"X 11lr ANGLE CUP U CUP Ph.(3051304-SM 3.800 t00 -0.800 ALLOY.8063-115 ALLOYS 0083-TS ALLOY'6063-TS ALLOY-6083-46 6063-75 4AW ALLOY. 3 1/2-ROUND MULL 4'ROU14D MULL i.000 ANCHOR CLIPS LOCATION DETAILS ALLOY.K63-T8 ALLOY:0083-yo 11 x r x 1/8, 1-X 2-X 1/8' t:x 3*x I/W I x s-x Ile A I•X 4-X 1/8° I:x e x Ilir ALLOY.0003-TO ALLOYI SOW-TO 1 0.125 8.000 DA25 z DETAIL 4 w 0.250 DETAL 1 DETAIL 2 DETAIL 3 V CUPS L CLIPS *0 -0.2&3 v CUPS L CLIPS VERTICAL POSITION HORIZONTAL.POSMON WNZONTAL POSMON VERTICAL POSITION /+L� 'k 4.COD[ ON SUBSTRATES ON SUBSTRATES 4043 FILM ALLOY 4.000 ON SUBSTRATES ON SUBSTRATES TOP VIEtYI— ROUND MULLION ANCHOR SLEEVE 1.030 pal ALLOY: 0063-T5 2.000 --- --- I-X 4- X 1/4- 2"X 4-X 1/9- ---- ---- ---- --- ---- ---- ALLOY:60F3-76 2-x w x Ilir ------ --------- 0- ALLOY,0003-T8 1 1 4� 1 DETAIL 4043 FOM ALLOY DETAIL 7 DETAIL 5 DETAIL 0 L CLIPS 8 COMM vw 0.250 V CLIPS I.CUPS v CUPS VERTICAL POSIVION .000 0.250 HORIZONTAL POSITION HMZONIAL POSMON VERTICAL POSITION MULLION TO MULLION MULLION TO MULLION MULLION 70 MULLION MULLION TO MULLION 0.125 6.000 A SECTION 1-1 ROUND MULLION ANCHOR SLEEVE ALLOY:6083-75 bL NM ROUND MULWOM SLEEVES 0 • 0 29WO outo 02 I)T Ll Lfff IMENSIONS a 0: so: : DEWL I I MULLION * 0 : : * pl-7AIL 0 DEIAL 10 RertNora TYPE A It' 0 02*4(S:x•9/4'0 U CUPS ROLIND MULLION SLEEVE 000 0• a 0 •0 *0 U CUPS vmrm POSITION ALLUP.OD63-76 HORIZONTAL POSITION VERMAL POSITION 3 1/2'0 r.5w MULLION TO MULLION MULLION TO MULLION ON SUBSTRATES 4ppmved 0 0ampb-142%Yoh aw 4-0 iLGO07 • M2011 Vat; FRANCISCO HERNANDEZ NOTES: -FOR ROM MMION AND ANCHOR a JXLIM 511APES9 ANCHOR CLIPS FLORDA PE # 5133 SHEET OA • 2 OF 21 SEE:r=a=R:UN9Mp *krAhCH-%%41R 2-n 'ffPS LOCATION DETAILS a,—/, - SHEETS to,20 AND 21 OF.21f. or WOWS& TA13TZ#I RMIAMM GUZ190 WWON DIM LW-PW SIUUM OMOK LOAD-PSF LUM4 MSW LOAD-PSF PROW morAm 1411.10 UMN Ma= mam memo omm MAM wim ss� I MRIJOII mam t745 W.3&d Ftwe - -- I Spm lrxr rxr 10400h FWW M2 11 x r 11 x Ir 1,xr I,X'r I*x e irx-v rxol 2'x6* SSW(W) x I/e x Ile Ptn(X5)304-9952 SPANx Sir x I/w x 1/w )ile w=(W) SPM x t/e x I/e x 11ir x i/,r - 1 12M 140.0 27' 12U 14W TIAD 140.0 2r 40.0 115.4 40.0 140.0 V, eM 14U 140.0 a4a 140.0 MAZO PF' 37' 93,75 140.0 1408 74u-7408 Sr ima 37* 87A SCAO 14U Sm 12LO n2S 140.0 140,0 14LO 4V 14MO 41r l2r 3v W 140-0 MIS 1013 or SIAD lite 1 1,10.0 140.0 - 61.00 112A 50.15 SLIO -74U W 1021 140.0 or Sr Ifto 40A 4720 4' 46,65 07.26 140.0 140.0 70 56,40 4110 9125 141XO 7r 44.70 MIS TSOmmm W"(W) W-12-m 4145 7 43.E 90.E-90ii--4704 140A 52.15 38A U40 140.0 1112 14U gr 87,45 14U 14U 40.0 27* 77-V 140.0 140.0 2r 31.15 140A 3r -iiW 1 140.0 37' 55,40 14U 140.0 37* 322 87A 14M 140.0 4W 43.45 1224 140.0 62,55 114.9 4ir w 120' 34.75 MA 14&.0 MOD SIM vaWA nio 1122 1404 w mw 39.15 140.0 Sir 63.75 IOM 140.0 or 5 31.60 -- 45.45 W-W tAulltoN 74' WAS 91.45 1404 V 4588 2IL20 79-50 140.0 40A XW 5290 -F 42.40 - n55 135,1 37.50 6SAID -FK-60 4W Ounc GLAM - 103.6 64.45 140.0 1404 101.3 1404 PRW= RAW 2 111.9 140.0 27' -!±1- 7330 i= 3r SIAS 1410.1 MOB 37' 75M 47A t39.7 140.0 37, 4W an 0" 14OLO 411' 5M 3&25 107.7 140.0 132* 57A 103 wl W2 sr -L- 20- 45.60 TWAW vm(w) sr 50.35 87.0 14CULO -.H2 14A ---t-- 7&25 40.0 41.50 WO w 4525 4a - 70A 14U w 7 70.70 13U 74" 37.75 - 69A 12&4 74 3w 6790 VERMK 45.40 12" w 36.00 - 04.0 110.7 w 34.20 6240 :��3m 14U 140A V. WZ5 54.30 140.0 140A 27* 14W NOTES: 27' - I pi*---- - 1,- INTERPOLATE FOR INTERMEDIATE VALUES 3r 8370 JIU 14W 3p 00 39.60 1238 14U 37' 67.65 1242 12.15 OF SPAN AND/OR TRIBUTARY WIDTH TO 4W 49JO mo 14W 4e jw 1 A 49* 13r DETERMINE THE DESIGN LOAD (MULLION CAPAC". 140 41.70 7W MO 14U 60' 36,85 7105 35,30 M40 1274 or 37A 89.65 2.- MULLIONS ON THIS CHART MAY BE or 07.20 -�31.5 w 3M 62.10 ORIENTED VERTICALLY AND/OR HORIZONTALLY. 7e - 335 1L90 117.3 7.4. -1 0 1 GISMO 113.7 . 7r 0�.,_NM ,Lo 0- • $7.5 1-10" 1 -1 5 ROSS SECTIONS ON - W5 � 108.4 • 31.25 745 3.- SEE MULLION c cow 2-11-13 L_A SHEET 2 OF 21. swc Nm 27* -I-SJJ5* 111.0�1 140.0 9)* 0 V" 460 140.0 140.0 2r MIS) 10.0 r 0'. SO 5 3 L '7. r4.Mr 1 K12,1101 87A MW .15 1 0 St 5 1217 01.70 MO som Se 1.40 . 714 6. %W F36�0 or 34a o"O SISS r4 2 41 40'0 Sr 5 '5 39-3D 14P 4 '0 35A 7 13.7 7r 3r 81.E 14&01 37Y• 110.4 1404 3r ozio 114.1 4080 WO 14U W 41m sin ceigplyka rAdo Mo 20.10 624 12M 4r 4e ulil�,Lv.�A -T 70.35 M2011 75' or "A 0.70 WO _- FLWPE HMONDEZ 34A 0380AO US Daft Ratter ORM # 51393 SHEET Or Flo 74' W it -15&& -10-1.4 w 31 57.Q 3 OF 21 S. V.4f I srw91.00 9380 80' 28.70 5270 FOR MM CUPS IRM 22 pis ANCHOR DESIGN LOADS(ANCHOR CAPACITY) ANCHORDETAILS ON SHEET 2 o-r 21 FOR RECTANGULAR MULLIONS CROSS REFERENCE TABLE FOR RON Wes (REC TABLE 0.I 2 TANGULAR MULLIONS) SEE C AILS BORROW yu 7?r 902 r• v., CLAZW �� wom ON 0!1 SHEET 2 21 HIJUNIN FRO T SMS�IitWe Bf `3 ANCHWt am E=-P5F ONE ANI31R TvK A A TYPE 8 MOM TYPE C NOW TYPED AlSEE CEPAS .01110.3 r 7111 e�2I FWt ANvKOR t21P5 Idm61f9c(urfra�, C015>rt IS 0�S C011�+Ai1NS Ag SHEET 9 OF 21 5.6.7 10 1748 10 1�W. amI2 v1(W) SPAMAf SHMS 10 M 11 OF 21 ON SHEET 2 OF 21 �4�� 91 8 27• 128.9 14U 140A 140.0 1400 140.0 140.0 140.0 14U 1400 1400 140.0 B1 SWET 12 OF 21 umm RECTM(CU� � 37• 94A0 140.0 140.0 140.0 1400 140.0 140,0 140.0 140.0 140.0 149.0 1404 82 SHEET 13 OF 21 I N MIMI CLIPS GLAM CLAW 48• 73,10 1404 1400 118.1 140.0 1400 1132 14U 140.0 1132 1400 140.0 83 S W 13 AND 14 O.21 3 AND 44 SEE DETAILS P f Elf ;:740 1189 140A 94.50 140.0 140,0 WA 140.0 140.0 9098 135.8 1404 Ct SWET f8 21 ON00• IOU 1400 1404 1400 82.35 149,0 14aO 5'2.35 123,5 1400 92 S EET 16 4F 2174 94.11 1400 7&11 140.0 140,0 73A5 140.0 14x0 73.45 110.1 140A C3 SWEET I?or 21 ��87.76 131.5 70.85 140.0 1400 0790 IRA 110 6796 1019 1359 S EET 18 OF 21 02 T58S0ARY 7f55TH(9E)m2Y 140.0 1400 140.0 t4a0 140.0 153.9 140.0 140- 1480 140.0 1451,0 0391WE1 i8 z37• 1400 140.0 1172 1400 1400 1123 140,0 140.0 1123 140.0 ta0.0 D4SWET 18 OF 2148• 111.8 14U 9036 140A 140.0 88.85 140.0 140.0 88.65 1299 140.0 �• 51' 44.70 M45 134.1 72.7,5 1404 1400 69.20 138.5 14U 8926 INYU 13" HOR(31P5 68' 40IDEPAS .&°i 8130 1219 &5.70 131.4 140.0 62.88 1259 1400 62.60 94.45 1x59 DESCRIPTION OF �3 1 4 »• 3625 72.80 ,a_ 11.11 117.2 140.0 58.16 112.3 140.0 58.15 5425 712.3 ANCHORS PER TYPE ON SHEET 2 OF210� 80• 3390 67A9 1009 8420 105.4 140.0 51.95 1039 140A 51.95 77.90 1039 81 2Y 8735 1400 140.0 14U 140.0 10.0.0 135.3 140.0 14" 1353 14U 5400 TTP SON�A1TN3160.Nf .,� FOR ANCfroR CCIAM yp 83.78 1225 140.0 103.0 1400 1404 8976 1404 1400 9&75 1400 1400 A EA50.iRYTRM f�®OW S14TR8HE 1 IT(wm an INTO�wzL a 48• 3 AM 4 ON 49.15 9830 1400 79.05 140.0 140.0 7&t0 14CA 140.0 76.10 114.2 1400 9 DAO MOM MWAIE '' OF 80• 39.11 7895 1179 WM 127.1 140.0 60.90 121.8 1400 6090 91.35 121.8 0 Pao UML StR14 AE 88• 36.78 7190 107.2 57.76 I15S 140.0 110.7 14x0 86.55 83.00 116.7 0 6001900.SI WAfE(190110.4 TO I92t1011) WS � 74' 3198 63.76 96.8S 51.11 103.0 139.1 4936 9&73 1404 4945 7408 98.78 60• 29.45 58.95 81..45 47AS 9830 120.7 4595 91.37 137A 45.86 884 9135 1T6BUTARY iN6tlt((1�'- +B2 27• x1.45 140.0 140.0 1300 1400 4400 124.6 140.0 1404 1244 140.0 1.400 NOTES) 2 37' Saw IVA 140.0 9496 t41fA 140.0 90.11 140.0 140,0 9090 140.0 1400 1.- INTERPOLATE FOR INTERMEDIATE VALUES MMON 48• 4 25 an 135.7 73.10 140.0 140.0 7040 11WA 140.0 70.10 140 160.0 OF SPAN AND/OR TRIBUTARY WIDTH TO 80, W 3620 72.40 IM WX 117.0 140.0 59.05 112.1 1404 6&11 MA t400 DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 11 �. 3299 6&60 9&70 53.I9 to63 140.0 90.93 10).9 140.0 5095 1019 140.0 2,- MULLIONS ON THIS CHART MAY BE 70.• 2833 3&70 8801 47.0.9 94es 1�t 45.45 9090 138.0. 4546 9011 13&0. ORIENTED VERTICALLY AND/OR HORIZONTALLY. �• 27.15 5430 81.45 43.1 87.75 11&4 42AS 84.10 I2&1 420 84.10 12&1 3.- SEE MULLION CROSS SECTIONS ON 27• 87.66 13MLI 1400 1092 1 1400 104.8 140.0 1400 104.5 1400 140.0 SHEET 2 OF 21. Draam Cart NM 3r• 4920 UW 1400 WX 140.0 14 9 4i8.35r �.0 10 4P635 IMS 140,0 oat•2-11-13 48• 3&W AM 1140 t,j9 122,§ 1940 .7 0 88911 117.7 4.- SEE ANCHOR CUPS CROSS SECTIONS AND LOCATIONS sadm �m 6D• %• 30.40 6090 910 t 13!19 R7.I8! 94.20 14M 47.19 7095 9421 DETAILS ON SHEET 2 OF 21. Ikv1Wm W 80• 27.11 � WA 44.45 C 1 120.0 460 85.60 12&4 4290 86& 6&11 1 24AS 4930 73.95 3995 78.70 407.0 3&15 76,35 114.6 3&15 6725 70,35 eIgrIds vMInq as P7s0�Ytde11�. J D W 74• Doe 4e�fam6ca11? ';.;o` z-as- M2011 11• 2289 4511 11 3985 w so 60 1 no FRANCISCO HMMDEZ • • • • • • Mmm tlai FSORIDA PE 8 51393 SHEET ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SmOQ t104P5 z' r ANCHOR DESIGN LOADS(ANCHOR CAPACITY) ANCHOR DETAILS i NTD 2 r9s.CROSS REFERENCE TABLE ON SHED 2 OF 21 FOR RECTANGULAR MULLIONS TABLE#3 (RECTANGULAR MULLIONS) SM 1 AND 2OLM 1 go=OEM10AD-PSF AMR MS=LM-PSF Cogmumm LDCATEO ON ml MEET z OF zl PRDMICT � �VRdDwss fSfiMS Mm T'WE A mm m D At82I0R TYPE C g1ii ItON4 +@1CRON"K A AMM TYPE 8 AI A m At SIM 7 M8 OF 21 FOR ANOtt�CUPS 1749 TL 33rd PIM I,Y1t1FlA1tRA001W a>toNBWO 33012 C AZ 1 8 09 21 5,6.7.6%AID 10 P1u SEE 3W) -M2 9AORi(81 sm5m18 SFM -A asA3 SHM 10 Am 11 if 21 ON S W 2 OF 21 �� Fan(309)828-9118 2Y 1208 140.0 1400 140.0 1404 840.0 27' F4.48 126.7 1366 140.0 1308 140.0 81 _ii 12 OF 21 MUCH � 3r 65.00 132.1 140.0 t40A 136.4 140.0 39' 61.68 92.45 90.E 1134.5 J 05.45 140.0 62 SitEEF 13 OF 21 FOR AWYM CLIPS 0-4m 0-4m � 4r 67.60 1018 100.7 140.0 108.1 140.0 46' i7A' 4780 71.20 7889 103.6 '�73.E ItOA p7 SW 13 AND N OF 2t ��4 P f 1 60' 54.30 61.48 67.75 118.4 84.10 I26.1 Or 36.06 67:00 61.40 SM 8586 10.391 C1 SF¢E9 18 W 21 21 66' 48.35 74.08 78.73 107.7 76.45 114.7 66' 3480 61.30 55.85 75.40 6350 60.28 � SXE67 18 O'21 W 44.00 66.05 7t.15 08.08 6820 1023 T4' 30W 4820 4980 8729 LIL 71 l4 C3 SRR►19 OF 21 Mt8 10N SPMI 74' 40.70 61.10 580 8885 6345 94AO W 26.E 42.76 45.00 62.E 44.15 66.20 � SW 18 OF 21 1' 27' Kim 1128 140.0 140.0 140.0 1480 140.0 2r 80.49 120.6 130.0 14W MA 140.0 D3 SIM 16 OF 21 78RI1TARY S<M(W)� 3r 5.16 123.3 132.0 140.0 127.3 140.0 3r 5&70 S&A 04AS 126.1 80.1 IJ&4 04 511EEF 15 8i +� 46• 63.38 !44.00 1024 138.2 08.10 1404 48' 49.28 67.86 73.10 98.70 70.10 109.1 60• 50.85 76.m 81.00 1108 7880 117.7 �' a n 84.30 8880 78.00 'i 65.40 84.11 FOR ANCHOR CLIPS 88' 48.E EE OWU 80.10 74.45 1008 7/.� 107.0 IN" 32.80 40.35 83.16 Tt.>8 80.68 7&as DESCRIPTION OF 3 NO 4 IP 41.00 61.85 68.40 60.65 1 .35 98.09 T4• 28.E 44.E 47.46 64.00 '46.45 68.26 ANCHORS PER TYPE ON Sf1EEi 2 OF 21 W TMIM 3&00 87.60 61.44 8200 6855 8630 7C 27.18 40.70 4385 50.20 4240 6340 CaECTANO. SSLS l�.b 1404 140.0 140A 140.0 140.0 27• 78.E 118.2 124.1 140.0 1168 14.00 �� DESCPWN�' EflflltOR F14 [..I 115.5 524.4 1404 119 3 1480 37' 96.00 64.00 9085 1222 1302 A TBWIWt 1'R'OOD 1 iNro E OEC CI tSAU6 PE 018T11A5«�I' f100D Sl�AR41E. SEE OETA9S pRa71>1�T 5940 89.t01)8.00129.8 0200 5380 48' 4320 6480 sea 04.28 684.0 100.3 8 wro 6a132TE visam 3=44780 7125 7889 1'a 7389 i10.4 80' tom' !4.68 8t.em 65.83 78.40 83.40 80.28 C 1 ttEkL RALEON OF 43.20 64.40 6980 04.78 � 100.3 68' 31.40 47.10 18.76 6888 48.06 73.00 0 6I0D tIL7A1 Nl�1RdfE( Po ) p11 JB80 97.75 6225 84.08 89.65 B1L50 74' 28.00 420D 45.26 81.10 43.40 65.10 74' 38.80 53.45 57.50 77.75 8820 62.!40 7C 2&18 38&9 4185 S6.8S 40.19 NOTES: mwm 9401H e 27• 99.36 140 MILD 140.0 140.0 140.0 2r 73.45 110.1 it&T 140.0 11131 140.0 3r 72.50 16&7 IVA t40.0 1123 14&6 3r 33.60 18.40 18.E 116.9 I 83.00 124.5 1,- INTERPOLATE FOR INTERMEDIATE VALUES .�9CAl..S{!l1.14d 48• Sseo 63x9 1Ri.35 1218 128.9 48' ado bt. �.to 94.00 96.00 OF SPAN AND/OR TRIBUTARY WIDTH TO 66• µ.78 67.&9 72x^6 -i?-89 103.9 W 134` 33.08 4985 53.40 72.10 51.E rb.� DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY'). 88• 40.E 60.15 65.70 sego 94.45 66• 30.00 45.M 48.55 811&9 4686 61180 2.- MULLIONS ON THIS CHART MAY BE 7a• MA 64x5 an 70.10 5&15 6425 74' 26.90 40.20 43.30 58.45 41.50 q62ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3389 iN273.15 bta� nao T4• 24.75 37,15 4040 lN.OD 3&40 3, SEE MULLION CROSS SECTIONS ON 2r 93.89 1404 140.0 t t 140.0 2r • • 70.40 105.6 113.7 1538 109.0 140.0 SHEET 2 OF 21. Dram irn NN7-- 3r B&45 102.7 110.7 4140.0 1084 14440 487'• • • 50.35 77.05 63.40 112.0 7985 119.3 Ostx�-19-13 4r 7920 aiii- .of u • • s9.w baa �40 9140 we0o 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS 9�ma Nr9 ey Imo• 4220 6338 8826 is 98!10 �0'• • • 3189.4789 6120 69.10 49.40 73.60 DETAILS ON SHEET 2 OF 21. • • 4320 45.65 Mn44.60 GO80 66• 3&40 57.40 6248 83.75 6&45 tI9� 65' 2&80 I pop, 74' 3420 61.35 118,38 74.70 63.05 7985 74' 25.E 35.60 41.60 58.09 39.78 ti9.� -Acrovedalcompb'lgbailbqu '. a-aG.r3 M2011 W 31.89 4780 51 691 7' 75 3&40 6189 388 8820 UaMtauQ Wdhmj FRWOSCO HERi4ANDEZ • • • • • • N0.4 FLORIDA PE 51393 SHEET ••• • •.• • • • A9t4a) c ltralmet MULLION AND ANCHOR DESIGN LOADS(MULLION AND ANCHOR CAPACITIES) s`~' FOR ROUND MULLIONS » `: TABLE#4 ANCHOR DETAILS �;.a;�• MMM OWN LOAD-PSF man OEM 1.m-IN CROSS REFERENCE TABLE cae Now a>Ps Surrehbe 1ni)9N8 MAHM 11uum uastmn A t WE a AMM TYPE C (ROUNDMULLIONS) SEE OMit OF 21 Manufatlxittg,Its. 3 tJ2•DJ 4 mmt x 9.w x 0.128• 893 8R4 w OR3 CR4 MIMS VS � MOON 1 �a 10121TE0 ON LDCAlEO ON EnaSmH � Ptn(s05),oe-etre^. � F4.- CF3 14x0 1400 140.0 14x0 14x0 t4o0 140.0 1400 � MW 19 OF 21 SHEET 21 O'at P°x(308)828-5118 118.9 1400 140,4 140.0 1400 14M 1400 1100 CVASO 0tA70m &53 St4}7 is OF zl sxEEr al Zt F�ANCFWR 12.lPfi 1'R�UCT 151 'r 3, Sato 1409 Il&t 140.0 1152 113.2 140.0 1400 qp,4 s11ffr al SxEET at 21 ��•11 CM 1 OF 1 7210 140.0 $430 127.6 80.68 8096 136.8 1400 OE2 SHEET 19 OF 21 OUT at OF 21 8536 129.8 65.E 1180 8235 8255 123.5 1400 sxEEr re OF 21 5x884 21 9.r 21 gl74SEAS 115.0 7&10 103.4 73,45 7546 110.1 1400 1x14 SW 20 OF 21 %W 21 OF 21 TW8U m mm(P)-W1 +!T4 80• 54.00 10&4 no 1 .70 87.90 6705 101.9 1380 2 2r 8570 140.0 1400 1400 1400 140.0 10.0 1400 37' 09.m 1345 1172 1400 1123 112.3 140.0 149,4 DESCRIPTION OF 46• 5t, 52.70 1033 am 121.9 6695 118.&5 129,8 1400 ANCHORS PER TYPE 0 60• 4215 6290 72.25 97.55 69.25 5925 1039 13x5 (ROUND MULLIONS) e8• 3&39 1&40 &&70 88.70 62.&4 8288 84.45 125A 74' - 67.25 5&60 79.10 55.15 68.15 84,25 1123 M�HOR TYPE OFNM 00N OF ATTALM9dENT 60' - 82� 54x0 751s 5195 8195 77.00 10&9 0 600 tE stORM 0 04ro eEra s1991PatE 27• 72.10 140.0 11&0 140.0 138.3 140,4 1409 110.0 3r 8295 t00.0 103.0 139.1 96.75 1400 140.0 14U NOTES. 48• sr 4x75 GOAS 79.45 107.2 76.10 149.0 114.2 140.9 1.- INTERPOLATE FOR INTERMEDIATE VALUES �• 64.15 ears 85M 6090 121.8 at35 12t.6 OF SPAN AND/OR TRIBUTARY WIDTH TO �• _ 38.50 57.75 7800 5535 110.7 63.00 tial DETERMINE DESIGN LOAD (MULLION AND ANCHOR CAPACITIES). 74. _ 5nm" 51AD 60.65 4935 9&75 74AS 9&76 2.- SEE DETAILS OF ROUND MULLIONS ON w - 4&10 47.0 64.E 45.65 91x5 66.80 9135 SHEETS 18, 20 AND 21 OF 21. 2r 61.26 12" 160 140.9 IIIA 14MO 140.0 140.0 3.- ROUND MULLIONS SHALL BE ORIENTED VERTICALLY ONLY. 37• 44x0 88.18 94.&R 128.1 8090 1100 13&4 140.0 t r 34.45 6790 73.to 0&70 7&to t400 IOB.t 1409 - SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 80• - 5438 56.50 1695 5895 1121 900 1121 5.- SEE ANCHOR SLEEVE DETAILS, SECTIONS AND Or - 49.40 U15 71.80 to 1019 7&46 101A LOCATIONS ON SHEET 2 OF 21. 74• - 4409 47.40 84.) 4&45 8x50 68.20 WA �• _ 40-75 63.85t ep US 4286 oKib ow 64.10 mom WA NM Dates 2-11-13 21, 3&31 8195. 109.2 140.0. r640. ;404 1400 140.0 Soya; Nis 37' - 88.sb 8.7010 .� tis 1100 -- 4W naviyon: 48• - 4b.80• et.4d'• • 68.x),4 t7.� X30 Ina -¢�f7 _ �w.raw Nnoved>a oawpt78sgfq&81he � '.( �fJ DHO. �• - 3100 49.18 6635 47.10 114.20 7465 94.21Ftortd )n C w _ 5540 4495 1ro3o 429. est 640 8&60 r4o`a0 FRANCISCO H£RNANOEZf� M2011 74• - . 3965 SM 3&18711.33 • 67.x• 7635 eilaml adethodnef. FLORFDA PE 51393 SHEET �' _ • 581115 '.a9.I6 6 OF 21 3836 10x5 • • 70 s5 8299 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATION TYPE Al .; ,aY" FOR 1" X 2' OR 1" X 3' MULLIONS NUMBER OF ANCHORS PER END - 2 I' ' WITH VI MULLION CUP SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE j MASONRY dill 0 <a: B 2'OR 3" ALUMINUM VI MULUCH CLP SUN. TIShIOB YIDdOWS �CL ALUM.Vi MULLION CLIP 1 518"W.LENOTH FOR 1" 1"X 2"X 1/8'MULLION. 2 5/8°INT LENGTH FOR 1745 W.3W woos AURL V1 --- _(. 1°X 3'X 1/8'MULLION. wd MULLION CLP 1 I I t°BY WOOD BUCKS BY OTHERS I I ao o(�oa)eas-s1+a SHALL BE PROPERLY ANCHORED ( 1 1 I TO TRANSFER LOADS TO THE STRUCTURE AND Ir-------I Ar--- ALUM.TIME MUSUOPI SHALL RE APPROVED BY GUIDING OFFtCVUI I------il t°BY WOOD BUCKS BY OTHERS ID II PRIOR TO MULLION INSTALLATION fl SHALL 1#PROPERLY ANCHORED DI ID TO TRANSfER LOADS TO THE STRUCTURE AND AM.TUBE _ II 11 1/2'w!.,L— SFIADl 8E APS BY BUILDING OFFICIAL 1°X 3"X t/8° —3I— PRIOR TO MULLION DDSTALLMON } ��T{{"`"' II II J rt a � ,Q IIp•• a a { TOP VIEW °11 e+ A > �� A a A a II 1 " BUILOEX TAM 0 n'—'---1 ja'8W BUI DEX TPPOON 4ITW/ f THOU 1°BY v=BUCK THROUGH 1 BY DOD BUCK &O 1 3/4°MIN.EMBEOMFINT INTO 3" f 3/4°MIN,EMBEDMENT KM0 CONCRETE/MASONRY 2 1/2"MM. CONCRETE/MASONRY mm. (f)PER LEG (i) PER LEO NOTE:ANCHOR CMURATION TYPE Al AS SHOWN IS VALID FOR SIDE VIEW B MULLIONS 1°X 2°X 1/8"AND 1'X 3'X 118". SIDE MEW A FOR ANCHOR DESIGN LOADS SEE TABLE 12 ON SHEET 4 OF 21. pW ANCHOR CONFIGURATION TYPE Al 2'OR 3" 2"X 4"X 1/8"ALUM.ANGLE p FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 jg• 5 j 1 51.X 2 INT.LENGTH FOR F WITH 2" X 2" X 1/8" ANGLES SUBSTRATE: 1" BY 'N0OD BUCK OVER CONCRETE j MASONRY 2 X 2'X fLEN LENGTH FON 2 5j8"INT LENGTH FOR 1"X 3'X 1/8"MULLION. $ 1° ALUM.At�I.E� $14 S.M.S. (2)FA ANISE d 1'BY Wtt� (S BY OTHERS X14 SMS m 9 1"BY W000!RICKS BY OTHERS _ 1 SHALL BE PROPERLY ANCHORED (2)EA ANGLE d d SHALL 1E PROPERLY ANCHORED 2'X 2°X 1/8° i TO TRANSFER LOADS TO THE STRUCTURE fl D TO TRANSFER LOADS TO THE STRUCR.INE AND ALUM.ANGLE - i - ALUM.T11� I AND IVU.BE APPROVED BY BULGING f 2"MAX SHALL APPROVED BY BUILDING OFYAL (2) ANGLE lac OFFIOAL MOR TO MULLION INSTAUA110N PRIOR TO MULLION INSTALLATION t4 SALS.— n•• 0 s• a ,I� 1J4°ITW SUXDD(TAPCOT ALUM.TUBE MULLION 11 II THROlGN 1"BY WOOD Bm 1'X 2°X 118" E.D. 1 3/4'MIN.EMBED ENT INTO t°X 3"X 1/8' a ••• • $11 • • o i•II D o 2 1/2°MIN. (1)PER TEJMASOiItY oft htR �� • • Aa. llt+ i •e • II 1 4 ITN OlIm TAPCON {t)PER{J1GLE sofa • •• • • • +•• • swim TFIIOXBL t"BY VAXID BUG( SIDE MEaN B tae"utau TOP VIEW ••• ••i •• •• s i ••• 1 3j4°MID.EMBEDMENT INTO paaeteo CONCRETE/MASONRY M• (1)PER ANISE 4PPsmcdmooe�b�OwUbtho J_ oa>m�xa Cao FtarlU" "tm:a ,-F,� x-a6•r$ M2011 L SIDE MEW A Fl-1 FRANCISCO HERNAN0.1 NOTE:ANCHOR CONFIGURATION TYPE Al SIMI pIALID FIR ••• ••• ••• Noas - - FLORIDA PE 81383 . • + ptlooa oasP SHEET MULLIONS 1°X 2°X 1/8"AND 16 1114'X8". ••• • • • i�slek1 FOR ANCHOR DESIGN LOADS SEE f C 8 2� SHEET r4 O;21.�+ � :• :+ 7 OF 21 ••• • • • • ••• • • 0 Soo • •• •• • • • •• •• 10mdom, ANCHOR CONFIGURATION TYPE Al FOR i° X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ENO a 2 WITH V1 MULLION CUP SUBSTRATE: 2" BY W NOO BUCK OR WOODEN STRUCTURE _�,�_•�B at ALUMINUM V1 MUwaN CLQ %."Wr ALUM.VI MULLION CUP I C1 15/8"IR.LENGTH FOR 1° 2'OR Y 1'X2"X 1/8°MULLION. ockc. ` 2 5/8'INT.LENGTH FOR 1745 x ft 3M Hwod�FA ALUM.Vi g^ lII i"X 3"X 1/8"MULllON. MULLION CLIP 1 i 2'BY WQOD BUCK INT WOODEN STRUCTURE i i r v"a{so°�aa-etre BV OTHERS _ SHALL BE PROPERLY ANCHORED I'^---'""'I 2'BY WOOD�K OR WOODEN STRUCTURE TO WITHSTAND LOADS IMPOSED BY GLAZING 11--- --11 BY OTHER. A ALUM.TUBE MULLION �n� PRODUCTS M THE STRUCTURE NO p U SHALL BE PROPERLY ANCHORED II II SHALL BE APPROVED BY BUILDING OFFICIAL p h TO WIIFISTAND LOADS IMPOSED BY GLUM 11 11 PIER TO MULLION IrSTTALLATION If A PRODUCTS TO THE STRUCTURE AND ALUM.TUBE MULLION 1I 11 11'2'MAX. SHALL BE APPROVED BY BUILDING OF-= 1'x 2"x i/8" _ _ — PRIOR TO MULLION INSTALLATION 1'x 3'r. 1/8° II 11 It 1/4"IW BUHM TAPOON It I 1/4'ITW BUILDEX TAM U 1 3/8'MIT.E]MIEOMENT INTO WOOD TOP VIEW U 1 3/8"MIN.OMf#OMENT INTO WOOD (1)PER LEG as (1)PER LEG �, E.D. 0 � ,°MIN. MIN. NOTE:ANCHOR CONFIGURATION TYPE A7 AS SHOWN LS VALID FOR SIDE VIEW B MULLIONS I"X 2"X 1/8"AND 1°X 3"X 1/8'. SIDE VIEW A FOR ANCHOR DESIGN LOADS SEE TACE#2 ON SKEET 4 OF 21. W 2'OR 3" 2°X 4'X 1/8"ALUM.ANGLE ANCHOR CONFIGURATION TYPE Al 15/8"INT.LENGTH FOR FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END 2 /� 5/8 Fr 1"X 2"X 1/8°MULLION. WITH 2" X 2" 1/8" ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 2 5X8'IX•MW FO 1IAAUOR #14 Sms. B2°X 2"X 1/8" I _ 1 2"BY WOOD BUCK OR WOODM STRUCTURE E - BY OTHER. (2)FA ANGLE CL--I I 1.I ALUM.ANGLE #14 S.M.S. C$ p SEtALL BE PROPERLY ANCHORED a (2)fA ANGLE a I TO WITHSTAND LOADS IMPOSED BY GLAZING d' 2"x 2'X 1/8' Y BY WOOD BUIX OR WOCN)EN a a PRDDttcrs TD THE 11p�AND ALUM.ANGLE _ ? _ I SRmTUK BY OTHERS. 1/2'MAIL OL BE APPROVED OMBUJL(xtNG OFFICIAL 1 SHALL BE PROPERLY ANCIKm PRIOR TO MULLION I NSTA!"MOK ALUM.TUBE MULLION TO WITHSTAND LOADS IMPOSED BY II A p14 SMS. GSD PROOUCT5 TO THE STRWNRE AND I/4'QW BU0.DEX TAPCON (2)E L ANGLE if I I SHALL BE APPROVED BY BUILDING c OxffHIAAL PRIOR 1O MULLION 1 3/8°MIN,EMKDMENT INTO WOOD ALUM.TUBE 1 1� INSTALLATION (1)PER ANGLE � E.D. 1"x2'x1/8" _ _ g tib" NM f"x3"xt/8" �•• • • • Ile • •s li 1" • • • • •11• • • 1 1/4'RW BIILDEX TAPCON °°ro`Q3—It-13 p • • •• • •�• • • IJ 1 3/8'MIN.EMBEDWO INTO WOOD SIDE VIEW B six L— • •• • 't° • • • • • • • • • (1)PER ANGLE tmwvtau TOP VIEW •• ••• •• • • • •• 3' +VProvcdesre41FlYEoxtvlWthe texawGttrs tta FIar1dp)1oId� C M2011 . ,:t a.�s.ta FRANCISCO HERNAN StOE•tlt�l At aNi w1 > FLORIDA PE5139Z SHEET NOTE:ANCHOR CONFIGURATION TYPE M AS SHOWN RI VALO FOR ••• • •• MULLIONS i"X 2°X 1/8" t°•X 3" 1/8". ••• • • • BY-41 % r 8 CF 21 FOR ANCHOR DESIGN LCADS SEE Tt�.E •9•�N•SHL�T OF�•• • i• i• ••• • • • • ••• • • • • • • • • • • • • i •• •• 0.0 • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATION TYPE A2 v NUMBER OF A14CHORS PER END 4 -Ad- FOR 1" X 4' OR 2* X 4" MULUONS B WITH 2, X 5, X 1/8" ALUM. ANGLES SUBSTRATE- 1" BY WOOD BUCK OVER CONCRETE MASONRY 2-X 5-X IN ALUM.ANGLE -2 X 5-X I/lr3 5/8'W.LENGTH FOR — ALUM.ANGLE 4"X I'X IN MULLION 3 3/8*INT.LENGTH FOR ALUM.TUBE MULUON— r x V.x Ilar- I' ALUM.ANGLE 114 S.KS- 3 5/8'INT.LENGTH FOR 1746 it 33rd PIM ALUM.P'BE mpm- (2)Ek XrAE ------ e X 2'X 11r MULLION HkkWh PoVa 33M2 (D Ph:(3Q5)3H-99= 1*x + I'x 4 , 1/ 014 S.M-& By TOM x x I'x 4 WOOG BUCKS 2* 4 (2)FA ANGLE I MUS9T 13E AWJiOM A 9 TO TRANSFER LOADS TO THE STRUCTURE 0 SK.L BE APPROVED BY BUILDING%WIAL LPRIOR TO MULLION INSTALLATION L E.D. n ILDD(TAPCON t"BY WOOD SUCKS BY OTHERS. l/4"THROUGH 2'" SU"BY WOOD SUCK I 2 1 Ir MR, 1/4'n BUILDEX TAPOON SHALL BE PROPERLY ANCHORED M TRANSFER LOADS TO THE STRUCTURE AND 1 3/4'Mk EMBEDMENT INTO TMUGH I"BY WOOD BUCK SHALL BE APPROVED By BUILDING MCK COMCWVMASM 1 3/4'0,EMBEDMT.INTO PRIOR To MULLION 9(STAUATION (2)PER ANGLE CONCRETE/lamw SIDE VIEW A SIDE VIEW 8 (2)PER ANGLE O TOP NEW NOTE'ANCHOR COWIGIMIATION TYPE A2 AS SHOWN IS VALID FOR MUWONS I*X 4'X 11#8, t-X 4-X 1/4'AND 2'X 4"X FOR ARM DESIGN L SEE TABLES 111 2 AND 1113 ON S"ZS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A2 FOR V X 4' OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END 4 4' -2"X V X 1/8*ALUM.ANGLE SUBSTRATE' 2- BY WOOD SUCK OR WOODEN STRUCTURE 518" 5/8 3 51W INT.LENGTH FOR B WITH 2" X 5" X 1/8" ALUM- ANGLES r x il x Ile"WJUJON 2'X 5"y IN"— 3 318"INT.LENGTH FOR ALM.AME #14 S.M . 4-X I-X 1/4'MULLION 1 (2) Ek ANGLE ------ 3 51e ff.LENGTH FOR V OR 2* 4'X 2'X IN MULLION TUBE MULLION— 2-x 5*x I Is qlxm.4'X I ' ALUM.APIA twL I.x 4*x 1 4- MULLION 2'By WOOD W%OR WOO)EN STRUCTURE 4"x �71 18' STRUCTURE iv )fI4 SM.Sjj 2 V)L 2' 8 I'x 4"x 174 #4 S.M.S. Y60 OWE�ROPMY WHOREO A 2'X e X '/8" (2)FA ANGLE TO WITHSTAND LOADS IMPOSED By GLAZING ED. SHROD TO THE STRUCTURE 11 11 11 MR ALM APPROVED BY BUILDING OFFat PRIOR TO MULLION INSTALIATION u j —1/4'(TW BUM TAPOON 1/4'DW BUILDEX WCON 1 3/8'MIN.PISEAM INTO WOOD —2;BY Wft SUM IR WOODEN STRUCTURE 1 316'MIN. EMBEDMENT SIDE MEW 8 (2)PER ANGLE NM INTO wow mmm (2)PER MOLE + I IMPOSED BY GLAZING • m -THOEN'TURE AND IY26 NY BUILDING OFFICIAL PRIOR TO MULLION RWAiATION TOP VIEW M201 1 SIDE VIEW A FRANCISCO HERNANDEZ FLORIDA PE 51393 SO"FiR So 0:0 0:0 all !SH SHEET NOTE:-ANCHOR Cq. !O� TYPE A2 4.q SH?�LA. MULLIONS I X 4 X IN, I-X I vANO 2 x et X 9 OF 21 FOR ANCHOR DEM LOADS SEE WM SAND 3 4**A 4 AND 5 DID 21. 0 IlyJ ° TYPE A3 .. ®, ANCHOR CONFIGURATION 2'X 5 X 1/8'ALUM.ANGLE _��,r�:v, FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END - 6 3 5LENGTH FOR B WITH 2' X 5' X 1/8' ALUM. ANGLES SUBSTRATE: 1' BY WOOD BUCK OVER CONCRETE / MASONRY 4" °x 1/8°MUt1KIN 2'X 5°X 1/8' _ 5,8' ° b/8 3 3/8'INT.LENGTH FOR %rO : ALUM.ANGLE 2°° 1 r:.;Fuic;mw• 4'X 1"X 1/4'MULllON S i—t 2 X 5°X 1/8' �t4 SidS 3 5/8"W.LOM FOR 0 tDdOWB ALUM TUBE MULUON I ALUM.ANGLE (3) ANGLE { -- r Cd 4'X 2'X 1/8•MULLION Mm docw*,k i x 4'x 1/8 ALUM.TUBE hiUU.ION -h-- 1743 W.�id-- 1'x 4°x 1/4' 1 x 4 x 1 8° #14 Sxs' y ® t°BY WOOD BUM BY TOHERS. ltlaloans natao cola 2°x 4'x 1 1'z 4°x 1/4' > SKU.BE PROPERLY ANCHOREJ �° N 2°z 4'x 1/8" (3)E0.ANGLE 1/2'�AX - - TO TRANSFER LOADS TO THE STRUCTURE AND F°�cso'1a�-8118 A 1 11 SKU.BE APPROVED BY 818lDRiG OFFICIAL n u I U PROR TO MULLKIN INSTALLARON I 1 ° U °•O Il °� , '1 p s1la p U ° _--- tl A V. 1/4'0117 BIi.a9T TAP�Y t/4°1TW BUTAEX TAPCON j 1'By WooD BUCKS BY OTHERS. THROUGH 1'BY wom BUCK 2 1/2°MIN TipTOUGH 1'BY WOOD Blas SHALL BE PROPERLY ANCF�TED TO TRANSFER LO4DS TO THE STRUCTURE AND 1 3/4"MIL EM8ED61ENT INTO 1�3/4�EM�ENT INTO E=t::- SHALL BE APPROVED BY BUILOM OFFK:IA. CONCRETE/MASONRY PRIOR TO MULLION INSTAUATION (3)PER ANGLE (3j PER ANCLE 1/2* 1/2' SIDE VIEW A SIDE VIEW B z TOP VIEW NOTA: croriFXA XI x+o °IS AND Azg X ,X 1/e, FOR ANCHOR DESIGN I=SEE TABLES 6 2 AND 13 ON SHEETS 4 AND 5 OF 21. � ANCHOR CONFIGURATION TYPE A3 2'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 H WITH 2' X 5° X 1/8' ALUM. ANGLES SUBSTRATE: 2' BY WOOD BUCK OR WOODEN STRUCTURE 4'X 1°X 1/8'MULLION , 2'X 5-X 1/8° �- - 1'OR 2' Sf8° ° 5/8 4°1°IN 1/4'GMULTH ON r.7 ALUM.ANGLE ,-.f-2'X 5°X 1/8° 3 5/8"INT.LENGTH FOR 14 S.M.S. ALUM.ANGLE ; 4"X 2°X 1/8°MULLION v M."'4! M.N!�MULLION UM. MULLION (3J Ea ANGU: x 4' x 1/8° I x 4x 1�8° d14 SMS -- 2°8Y WOOD SUCK OR WOODEN STRUCTUIE 1'x 4!'x 1/4" —"— t°x 4'x 1/4' (3)EA ANGLE 1 2°MAX. a •Y OTHERS. 2"x 4"x 1/8° N ( I 2°x 4'x 1/8' L-- n SHAD.BE PROPERLY ANCHORED C U 11 TO W1IFISTAND LOADS IMPOSED BY GLAZING A 9; u u ILII n V PROOLICIS TO THE STRUC MBUILAND AOR TO BE MW ION II•NSS1•AUMIN OFFTC1�L — i/4'ITW BU0.0EX TAPCON 1•kcN, 1,14°fTW SUILDEX TAM I 2°BY WOW BUCK OR WOODEN StRUCTURE 1tNf0/�D EMBEDMENT SIDE VIEW 8 (3)/ar Wt.PER EMBEDMENT INTO WOOD NM }-LI I •• ••• •NL %WFtW 0 BY t�YAZING (3)PER E oara nr,• •• • BY ( ANOFFiCfA 1HSTA11 ION SIDE WE1V A Appc vedfac mptylaltuUhthe1 o NO. TOP WEN rrarla Jumltlpr. , - aM2011 Date„ ;�;d FRANCISCO HERNANDEZ NOTE:ANCHOR CONFIGURATKIN TYPE A3 Ali IS VALT . . • Ivlaral�aaePeadaq axt FLORIDA PE # 51393 SHEET MULLIONS 1 X C x 1/8°,1 X 4 X 1 @AND 2 A 4 X 1�'i• • • • 10 OF 21 FOR ANCHOR DESIGN LOiDS SEE TABLES'2 SND�•i0N6NE115 4 ANDM OF21. i• i• iy,a 'x „ ••• • • • • e•• • • ••• • • • ••• • • ANCHOR CONFIGURATION TYPE A3 :r X Ir X 1/8"ALUM.ANGLE FOR 2" X 6" MULLIONS NUMBER OF ANCHOR$ PER END 6 5 5/8'INT.LENGTH FOR B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1' 13Y WOOD BUCK OVER CONCRETE MASONRY 2'X 6'X 118'MULLION 5 3/8'INT.IBM FOR 2-x r x 1/8-- 2' 5/r 6- 5.A 2'X 6'X 1/4-MULLION nshine ALUM.AWE 2"X 5-x 1/8-�- —I'BY WOOD BUM BY TOWtS. AM.ANGLE #14 S.M.S. SHALL BE PROPERLY SEALED AND ANCHORED gmfo&*, LOADS TO THE STRUMIRE 1746 W.33rd Fw" ALUMINUM TIME MULLION- ALUM.TUBE MULLION (3)EA.ANGLE TO TPANSFER Wd"tu fWdo 33M I i #14 S.M.S, SHALL BE APPROVED BY BUILDING OFFM Ph:(300384-052 2"X 6 X 1/8. 2'X 6'X 1/9 INSTALLATION 1 /4' 2-X 6'X 11V r x v x i PRIOR TO MULLION I I 6 (3)EA ANGLE 1 MAK A 1/4-ITW euua TgaK THROUGH I"BY WOOD WM V u 4 • t 3/4-MIN. EMBEDMENT INTO . ..... HM -1/4'ITN WADEX TAPODN 0OKRETE/MASDNRY 1'BY WOOD BUCKS By OTF THROUGH I'By WOOD BUCK 2 11r MIN. (3) PER ANGLE SHALL BE PROPERLf ANCHORED To TRANSFER LM To THE STRUMRE AND 1 3/4'MIK EMBEDMENT RM SHALL BE APPROVED BY WILDING OMMIAL CONCRETE/MASONRY ry PRIOR TO MULLION INSTALLATION (3)PER ANGLE SIDE VIEW A SIDE VIEW 8 z 0 1 1/2- 1 1/2' low. TOP MEW NOTE.ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VAUD FOR MW-toqS 2-X 6-X 1/8'AND 2 X 6'X 1/4'. FOR ANCHOR DESIGN I=SEE TABLES 0 2 AND 1 3 ON SHEETS 4 AND 5 OF 21. ANCHOR CONFIGURATION TYPE A3 1w FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END 62-X S'X 1/8'ALUM.ANGLE B WITH 2- X 5- X 1/8- ALUM. ANGLES SUBSTRATE. 2* BY WOOD BUCK OR WOODEN STRUCTURE 5 5/6'INT,LOW FOR 2'X 5"X 1/8'— r X 6"X 118'MULLION A SUM NGLE 5 3/8'INT,M1N FOR +---t 2*X 5"X i/S*- 2"X 6"X 1/4'MULLION ALUM.TUBE MWJM ALUM.ANGLE #14 S.Ma 5/8 [2-Rf WOM =OR WOMEN STRUCTURE AUJM1NJM TUBE MULLION- 2-X Ir X 118' L #14 ShLS. (3)Ek AANGGLE BY OTHERS. If e x x 1J8' r X 6"X 1/4" 1 (3)EA.ANGLE Ir ----- -- SHALL BE PROPERLY ANCHORED /8 To WITHSTAND LOADS IMPOSED BY GLAZING 2'X X 1/4' 4tl s TO THE STRUCrURE AND 1' N1'2"MAX m"spi APPROVED BY BIJILDING OFFCK A P%0R 70 MULLION NSSTALLAIINN /4-ITW BUILDEX TAPCON —1/4'TAPON 1 3/8'MIN.EVEDMENT 1 31�f MR EMBEDMENT INTO WOOD —2"BY WOOD M OR WOMEN STRUCTURE' INTO WOOD (3)PER MOLE (3)PER ANGLE I*mm. 01.bl, NM cam g2�-11-13 Wy�UWD BY GLAZING 5/a T(h Wwr w wsww SIDE MEW B -- pW)umoft 4HE smicim AND SW4.L-11BE APPROVED 90 BUILDING OFFCK 7 • 900 PRIOR TO NULMONAMALLATtON SIDE VIEW A 1 1/2' 1 1/2° a All If M2011 9 000 Npa1pOAQ—=184 FRANaSCO ARNANDU ;M.AN*C W**00*N*XGIJMWN TfPE A3 AS SHOWN IS VAUD FOR FLORIDA PE # 51393 TOP 4IW6 U )N 6*X 1/8'AND 2'X r X 1/4*. SHEET 2': 0 0 a •FOR a4pa"WA LOADS SEE TABLES# 2 AND 3 ON SHEETS 4 AND 5 OF 21. 1 OF 21 :0 ANCHOR CONFIGURATION TYPE $1 FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END 2 = • WITH V1 MULLION CLIP SUBSTRATE: CONCRETE - 2°OR 3° rw B 'w -a 1. 1 Sine>Od�s -+ 1 Au>�Iwa vt MtnuoH CUP Yalnfachuing,Inc. 1 5/8°Kr.LENGTH FOR 1745 W.um Aldkd.V1 I I I 1 1"X 2"X 1/8"MULLION utm MILLION CLIP - ;' I I I I 2 5/8°INT.LENGTH FOR � ett ALUM.TUBE WJLUON �n� ALUM.Vi MULLION CUP —^---- 1"X 3°X './8°MULLION 'A �-- if It rJ2°Marx — U —44 ALUM.TUBE MULLION J 1°x2°xt/8° _ _ ° II 4 bell 411 ° e 1°x 3"x 1/8• b p�, o b a U.is 1/4"IIW GKDEX TAPCON b % 1/4°aw BUILDER TAPCON VARUS 1 3/4°MK MOMENT INTO 1 3/4°MR EMB£DNENT BgfO 3" D. ComErE (1�LEG 2 1/2"WN. (1�LEG MIN. z TOP SIDE MEW A SIDE VIEW 8 0 NOTE ANCHOR CONFLATION TYPE 81 AS MOWN ON THIS SHEET IS VALID FOR MULUM 1"X 2"X 1/8"AND 1°X 3°X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE 9 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE BI 2"OR3° FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END � 2 /8" 5/8 WITH 2° X 2" x 1/8" ANGLE SUBSTRATE: CONCRETE 2°X V X f/8"ALUM.ANGLE ,+ 1. 1.5/8"INT.LENGTH FOR 8'OLLION B n 9 2 51Ir INT.I/LENGTH FOR #14 S.MS. 11" ---- .0 1"X.3'X I/8°MULLION (2)EA ANGLE CH 1 f #14 S.M.S ® 9 2°X 2"X 1/8" -{ - ALUM.TUBE MIILUON (2)EA ANGLE If — X14 S M S. :r Am AANGLE" 1 2'MAX ALUM ANGLE t (2)EA.ANGLE 1 �� I` Aa b Li�1ir 1/4"n Mmm TMOM N b II b b b N b �T ED. 1 3/4'NCR MIN.EMBEDMENT 8110 ALn,I il�E MIA.IXtAI 1°x 2°x 1/8• ,(� &a' . IBJ•--1/4°RW BUILM WGON 2 1/2"MK ()�ANGLE 1"x 3"x 1/8° •• ••• • • • • •• 1 3/4°MIN.EMBEDMENT INTO �,bA, NM • • • • • • • CONCRETE SIDE MEW B Dote t • • • " • (1)PER ANGLE VARIES •• •i i • i •�'i•i •• xawaton: •• ••• ••SIDL*Vim A• •• R"xene "+tmryveues.ao�ely9cgw8b�c :.� 1�' �emstto. TOP MEW FI°rld°�eWtng n 2-Q$-1 ib M2011 beta r FRANtC{SCO HERNANOEZ • ••• • 000 ••• 000 rdo FLORIDA PE 31343 • • • NOTE:ANCHOR OWFIGIRWON TYPE Of AS SHOWN ON THIS SHEET IS VALID FOR bflaad ProueH t SHEET ••• • ••• • M 41"X2°1t 1/8"AND 1"XYX1/8". • • • • • • • *m'c&MM.Lows SEE TAME j 2 ON SHEEP 4 OF 21. ny,i,+ �'✓�-' 12 OF 21 or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J ANCHOR CONFIGURATION TYPE B2 FOR 1" X 4" OR 2' X 4" MULLIONS NUMBER OF ANCHORS PER END m 4 WITH 2' X 5" X 1/8' ALUM. ANGLES SUBSTRATECONCRETE = - ALUM ANGLE/8° 2°X 5'X 1/8'ALUW.ANGLE $=the WindOlPs —— ' 4ALS, � ° 3 5/8'INF.LENGTH FOR ffC1(ft 1"OR 2°° 4"X 1"X i/8'MULLION nos w.sxa m ALUM.TUBE MULLION t-t 2 X 5°X 1/8" 3 3/8'INT.LENGTH FOR laot•h 0 J9t1f4 1'x 4"x 1/8" ALUM.ANGLE #14 1"x 4°x i/4----- AluK TUBE�lJ ON— (2)EA4'X i"X 1/4°LENGTH FOR Fmu(xe)e28-8118 CONCRETE 2'x 4 x 1/8' . 1"x 4"x 1/8 3 5/8"NT./ENGIN FOR 1'x 4'x 1/4` $14 S.M$. d X 2°X 1/8°MlALION A 9 I 2°x 4"x 1/8' (2)Ek ME 1 2"MAX. ee 1f 4°RW BUMEX TAPCON u ° u s ° u 11 1 3/4 MIN.EMBEDMENT INTO M ' ( L-1/4'ITW SUILW TAPCON Y 1� + (2)PER ANGLE 1 3/4"MN.EMBEI)MENT INTO — -- I EWA CONCRETE SIDE VIEW B -1/2.4 -"i/2" (2)PER ANGLE 0 TOP VIEW NOTE:MOM COWGURATION TYPE02 AS SHOWN IS VALID FOR MULLIONS 1'X V X i/8. 1 X 4°X 1/4'AND 2'X 4°X 1/8'. FOR ANCHOR DESIGN I=SEE TABLES 0 2 AND$3 ON SHEETS 5 AND 6 OF 22. W v ANCHOR CONFIGURATION TYPE B3 FOR 1' X 4' OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END - 6 " 2°X 5'X i/8'A M.ANGLE B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: CONCRETE 5/8• 5/8 4"X 1'X 1/8°MULLION 2°X 51 X 1/8"— 3 818°PIT.LENGTd FOR FOR &W.ANGLE 1'OR 2" X14 SM.S I 4'Xe'8X 1l MULLION ALUM.TLS MUUM t—r 2'X 5'X i/8' (3)EA ANGLE -- -_-® 3"5/8'NT.LENGTH FOR 1°z 4"x 1 ALUM.ANGLE 4 X 2°X 1/8'M I N 1"x 4"z 1�' —— M TUB MULL115 ION 1/2"MAX. 1"x 4°x i/8' 2'x 4"x 1/8' ,� 1'x 4'x 1/4° 1 314FA.Mi'GLE MAX. ° A Y X 4'% 1 f B" () ° °A 1 PIF i f 4"ITW BUILOEX TAPOON 0 1x1, 1/4 MN,EMIDMENT INTO CONCRETE °. > (3)PER ANGLE SIDE VIEW 8 ou 1/4'fTW BURD:1(TAPCON �--CL� •• ••• • • • • •SIDEOWEW A 1 3/4°MN.EMBEDMENT KM Dram nr�M • • • • • • • • • CONCRETE Dote 02-11-13. • • •• • • • • • (3)PER ANGLE 'IV-t �PPmved°raelnx(yin8rr>tbltie ( J.�F m1t0. F1orLt° M2011 t>au " FRANCISCO HEtNANDEZ TOP VIEW • ••• • ••• NOTATYPE B3 AS SHOWN VALTD FOR caonoJ FLORIDA PE$ 51583 SHEET • • • • riMMOUNITM4X f/8`, 1°X 4'X 1/4'AND 2'X 4°X 1/8'. nflmmtl azr�aact. xt� i•i i • i•i i s AN DESIGN LOADS SEE TABLES 12 AND 1)3 ON SHEETS 4 AND 5 21. 13 OF 21 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATION TYPE 83 FOR 2" X e" MULLIONS NUMBER OF ANCHORS PER END 4 8 > '1• WITH 2" X 5" X 1/8' ALUM. ANGLES SUBSTRATE: CONCRETE $UOS1fI118 WIDdOWS Mawoew illg,Inc. 1945 W.33rd PILO HIoc.FWJO 33012 Pa:(305)3114-9582 Faxt(3�)3'68-5118 7 B 2'X 5"X 1/5"ALUM.ANGLE 2'X S"X 1/8"-- _T_ B° 5 5/8"W.LENGTH ' ALUM.ANGLE FOR 2"X 8"X 1/8'MUMULLIONON 5/8 5 3/8'W.LENGTH �. 2'X 5°X 1/8" / FOR 2'X 8°X 1/4'MULLION a ALUM.ANGLE 3 FA S.M.S. AWM.TUBE MULL60N ALUM.TUBE MW.UON t? ANGLE CL Q 2'X 8'X 1/8" - - --�- 2°X 8'X 1/8° IMS 4 S -_- 2'X 8"X 1/4° I 2"X 8'X 1/4' �1 X1#1 S ANGLE 1/2"MAX. A m n a m 5 a n n m m a man an 4 a ; n > , e 4" •H' e1 1/4'IIW BIHlOET(TAPCON m u m ii a ii ii m e U, °o aD ' 1 3/4"MIN.EMBEDMENT INTO u 0 u �-_-- L---1/4"ITW BUILDER TAFCON #--ED. 1 (3 PER ANGLE 1 3/4'MIN.EIMEDMFNT INTO 2 1/2°MIN. OONCREMSIDE VIEW 8 p (3)PER ANGLE SIDE VIEW A r� 1 1/'2" 1 1/2' �C TOP VIEW •• ••• • • ••• • • ••• mar: NM • • • • • • 5ot•U2-tt-t3. 4pprovw a9 cmoplylawlill me y�` ORAVAiM n0. G�IarWa aWiagCu!! ,,,, q ?-�y'-,� M2011 ... . ••• DEZ NOTE: MOM lIGURATION TYPE 83 AS SHOWN IS VALID FOR FRANdACO HER 51393 • • • • X 8"X t/8°AND 2"X 8'X 1/4'. M17IpaAUa r uet FLORIDA PE 51383 SHEET V:i i • •i i s F LOADS SFE TABLES 12 AND 13 ON SHEETS 4 AND 5 OF 21.py.}i: ' 14 OF 21 . ' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATION TYPE Cl FOR 1° X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END 2 WITH Vt MULLION CUP SUBSTRATE: METAL Y OR 3° B 11° 1Al5/8'.Ulu�l�VIMULLION CLIP LENGIH FOR $Ut19h®18�iRI�OPtB (L I I 1"X 2°X 1/8°MULLION I I I I 2 5/8°BIT.LENGTH FOR MOIUIfaC�Uling,ILIC 1 I 1"X 3°X t/8°MU LION fxa FlVL�M12 ALUM.VI ALUM.TUBE MULLION- I 1 F•-----`-A w"(30*30-= MULLION CLIP - - �n� r- .-�I fo,e(mIlme-b,18 --- tl ANY L SR UCI MULLION OR if ;` 0 N METAL STRUCTURAL.MEMBERS BY OTHERS `A 1 2"MAX. h YRRSTAMD ANCHOR SHEAR FORCES M1w"Tcm-SS- 1/8" S/4°S.M.S.GRADE 5 THROUGH MEAL SEE NOTE 7 ON SHEET 1) A UM.TUBE MULLION I (i)PER LEG SHALL TO APPRMULLION IST BUILDING OFFICIAL AN"APPROVED MULLION OR PRIOR TO MULLION INSTALLATION 1°x 31 x 1/8" METAL STRUCNRAI MEMBERS BY OTHERS 1/4"S.M.S.GRADE 5 THROUGH METAL SHALL TATFBTAND ANCHOR SHEAR FORCES (1)PER ANGLE WNIMUM THICKNESS B 1/8"(SEE NOTE 7 ON SHEET 1) E'D• SHALL BE APPROVED BY BMING OFFICIAL 1"MIN. PRIOR TO MULLION INSTAL ARON 'z TOP VIEW SIDE VIEW A SIDE VIEW B Q a NOTE ANCHOR CONFIGURATION r(K Cl AS SHOWN 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 Cl 2"OR 3" FOR 1" X 2" OR "" X 3" MULLIONS NUMBER OF ANCHORS PER ENO 2 /g" 5/g° 1 5/j I . X 2°X 1/8"ANGLE 1 WITH 2" X 2" X 1/8" ALUM. ANG'_ES SUBSTRATE: METAL 5/8" N(.LENGTH FOR I`X Z"X 1/8"MILIUINN qw 1. 2 5/8"BTT.LENGTH FOR #14 S.M.S. B (2)EA ANGLE __ 1°X 3"X 1/8"MULLION Ir - 11 CL--I JI1 B a © p ON OR METAL URAL 0 MY APPROVED 3M EMBERS BY OTHERS 2°X 2°X 1/8° ALUM,TUBE MULLION SHALL W1IHSTAND ANCHOR SHEAR FORDS AUSa ANGLE -{.�}- X14 , 2.xt/s° 1/2,Max �° X14 5.MS (z)Ea ANGLE (2)�aNq.E ij�Tj SHALL BE APPROVED BY BUILDING OFFICIAL jA 11 IPRIOR TO MULLION INSTALLATION 1/4"SJAS.GRADE 5 THROIXH METAL1/a"S.MS.GRAD 5 THROUGH METAL 1 PERANGLE ALUM.TUD MtA () 1 PER ANGLE E.D. " - - () 1 x 2 x 1/8' � .. . E.D. �ca�saompaA+ewlwxce NM / .. . a� p� �,�,• n D t MRL. ,� 1°x 3°x f/8" • • • �ET ERS BY OTHERS Fturidu 40 �. h Oats,�-11-13 •• •i ••bHNI Wmis DIANCM SHEAR FORCES po at • • • mma�8° (SEE NOTE 7 ORI SHEET 1) Nbo .cm Rewatum •• ••• • 'ti4 mum OFRCOAL PRIOR TO MULLION INSTALLATION .✓ri r fMwalon Y J � W7AY11H0 R0. TOP VIEW • ••• • ••• SIQF•VIE%0• SIDE VIEW B ¢'2M201 1 FRANCISCO HERNANDEZ DEZ •• ; :•. 1l0TE:ANCFIWI CONFltlURATO TWE Cl AS SHOWN IS VALID FOR FLORIDA PE 1 51393 SHEET • • • • • • 1" zX 1/8"AM 1"x 3°x 1/8°. 15 OF 21 • •• • •• F IR*tN LOADS SEE TABLE 12 ON SHEET 4 OF 21. • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATION TYPE C2 „;- �• - _ w FOR 1" Y. 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ENO � 4 ALUMINUM VI MuuLDN CLIP B WITH VI AND V2 CLIPS SUBSTRATE: METAL 4' 3 5/8.W.LENGTH FOR 1"X4 X 1/8`MLx.m x�t;.r:c•�xx:. AL M.MULLION Lt°MULL I"OR 2" ALLUMUM V2hUUON CLIP x r5;•'t" u 3 5/8°INT.LENGTH FOR Sig tlid Im V2 CLIP FOR 2"MULL 2°X 4°X 1/8"Mt61I�1 �fpC(�,IDc. ALUM.TUBE MULLIO 40. 1/e N` era1°x 4'x 1/8" AL)IM.708E MULLION I 1F1 2"x 4°x 1/8' (n� ANY APPROVED MULLION ORMETAL STRUcTUPA MEMBERS fff OTHERS SHAD.WITHSTAND ANCHOR SHEAR FORCES A i f2�__Am �— MINq+0.N T 7 N S E 1/8"1/4°S.M.S.GRAM 5 mak— (SEE NODE 7 RO SHEET B THROUGH METAL(2) PER LEG �F4N.(.BE APPR01IE6 8Y�11LDING OFFltTAALANY APPROVED MULLION OR PRIOR TO HULUON INSTALIAMON METAL SfRUCRfRAL MEM1�BY OTHERS SALS.NO"METAL J I SHAD.WITHSTAND MON SHEAR FORCES I°ImN. (2)PER LES -I`f- WMUM TEACKNESS= 1/8"(SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUWNG OFFICIAL. PRIOR TO MILLION INWA/LA•RON 0 TOP VIEW SIDE VIEW A SIDE VIEW B NOTE:ANCHOR CONFIGURATION TYPE C2 AS SHOW IS VALID FOR I°X 4°X 1/8°AND 2°X 4°X 1/8"MULLIONS, FOR ANCHOR DESIGN LOADS SEE TABLES #2 AND 4 3 ON SHEETS 4 AND 5 OF 21. F>a ANCHOR CONFIGURATION TYPE C2 •W FOR 1° X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END m 4 4° 2"X Z°X 1/8°ALUM.ANGLE B WITH 2" X 2° X 1/8` ALUM. ANGLES SUBSTRATE: METAL b/8` 5/8' 4"5X"IN 1E18"LENGTH FOR ON 2°X 4'X 1/8" 1°OR 2° 3 3/8°INT.LENGTH FOR ALUM.ANGLE y 4"X 1"X I/4"WLUON ALUM,TUBE MULLION I /14 S.M.S. 3 5/8"W./LENGTH FOR 1°x 4'x l/s° I I (2)EA ANGLE i _----- a"x 2°x 1/s°MULLION 2°x 4"x 1/8° AI1RA. TUBE MULLION d 11- ® ANY APPROVED MULLION OR X14 SIds •� METAL STRUCTURAL.MEMBERS BY 01HERS (2) EA ANGIE I� I SHALL WITHSTAND ANCHOR SHEAR FORCES II II 1/2 MAX. — MIMMUM THICLWESS- 1/8° A (SEI:NOTE 7 ON SHEET 1) 1/4"SKS.GRADE 5 SHAD.BE APPROVED BY BUILDING OFFICIAL ° THROUGH METAL(2)PER ANGLE PRIOR TO MULI.tON INS WTION •• ••• T. AW APPRtP�D 6WLLONaOR E.D. 1/4°S.M.S.GNAT DE 5 THROUGH METAL o"br NM "�� ----- • • • • MEMBERS BY OTHERS (2) ANGLE page o3 71-t t • • •• Sant• �---. • •• • •- '` y8°(SEE 14DTE 7 ON SHEEP 1) 1 MIN. pxAdo°— 1 2° 1/2" ••• ••i ••9 SHALItr BE APPRf am W BUp�ING OFFICIAL / PM TO MULLION INSTALIATION gpprovedescorop'.1ingwt,ht6e (,/ DpAMO so. p�.ta" mai z-as--��•. M201 ]]21 TOP VIEW • ••• • •••SIDE HIfiN1 A••• SIDE VIEW fUfle 1 > FRANCISCO HE'ldNA m ••• • ••• gIOTE: TYPE C2 AS SHOWN ON THIS %W IS VALID FOR tNlaml aet D,W FLORIDA PE 51393 SHE0 • i i• • • i •• 1"X .X 1 •1°X 4°X 14°AND 2" X 4"X f 8°MlAL10NS ,';' '1d 16 OF • • • • FOR ANCHOR RESIGN LOADS SEE TABLES#2 AND/3 ON SHEETS 4 AND 5 OF 21. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATION TYPE C3 AM FOR 1" X 4°, 2" X 4" OR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END 6 ALUMINUM V1 MULLION CUP SUBSTRATE: METAL 3 5,/8"MIT.LENGTH FOR ;`W� WITH Vi AND V2 CUPS 4'OR 8' 1"X 4"X 1/8°MULLION ra =µr> ALUM.MAIM CLIP - PLUM.TUBE MULLION Vi CLIP FOR 1"MULL 1'OR 2' -�1`--�Ii� ALlUM1NUM V2 tRJll{ON CLM' x::= �:•,. .. ..�• i°x 4'x 1/8" V2 CLIP FOR 2°MdUll. 3 5,/B'MTT•'.ENGTH FOR SWB��NI�OWS 2'x 4°x 1/8° 2'Y. 1,18'MULLION Mmuf6Qwng,A1C. 1 1748 W.33rd Plow 2"x 6'x I/8" I i i I ad•n,RON*33012 Phi(303A1a4-m ALUM.TUBE MUWON SUA305p48-8118 -CLANY APPROVED MULLION OR 11 II 11 d 1 METAL STRUCTURAL MEMBERS W OTHERS A o ----- It 11 d N SHALL WITHSTAND ANCHOR SHIEOdR FORCES --_---- 1 2°MAIL ' MINIM THICKNESS= 118° i/4°S.MS.GRADE 5 (SEE NOTE 7 ON SHEET 1) THiitOIGH MffJd (3)PER LEG SHALL BE APPROVED BY BUILDING OFFICIAL ANY APPROVED MULLION OR PRIOR TO MUW014 MLSTALLATION METAL STRUCTURAL MEMBERS BY OTHERS Lrr f/4 S.M.S.THROUGH METAL SHALL WITHSTAND NOW SHEAR FORCES t°MRL (2)PER LEG 44 MINIMUM THICKWt:SS= 118°(SEE NOTE 7 ON SHEET t) 1/2° 1/2' SHALL BE APPROVED BY BUILDING OFFICIAL Z PRIOR TO MILLION INSTALLATION TOP VIEW SIDE VIEW A SiDE VIEW 8 NOTE:ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VALID FOR rxex1/8",2°x4°X1/8'AND 2'X 6'X1/8" FOR ANCHOR DEIGN LOADS SEE TABLES#2 AND 13 ON SHEETS 4 AND 5 OF 21. pWp4 ANCHOR CONFIGURATION TYPE C3 2'X 2°X 1,/a"ALUM,ANGLE D ALUM.TU3E MUWON FOR 1' X 4", 2' X 4' OR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END 6 3 5/8"MR.LENGTH FOR FF " SUBSTRATE: METAL t'x 4'X f/s°MUWON 1"x 4°x f/8" B WITH 2 X 2' X 1/8' ALUM. ANGLES 4'OR 6" 3 3,/8'INT.LENGTH FOR i"x 4°x 1/4' 2"X'4 X t/8° i°X 4 X 1,/4"MULLION 2'x a°x 1/8" ALUM.ANGLE t'I OR f I °16° 5/E 2"5/8.'X iliL F� 2'x 6°x 1/8' F 2°x 6°x 1/4° 6 618" X lleGIH FOR CL 1 2°>:8°X 1/4°MULLION ALUM.TUBE MULLION CL ' g14 S.M X14 S.M.S. °� —®h ANY APPROVED LI��BY OTHERS (3) EA.ANGLE (3) EA ANGLE d `� SHALL WITHSTAND ANCHOR SHEAR FORCES it 1! 1 2°MAX. mom THIO NESS® 1/8° `A o 1/4"SX&GRADE 6 - - 7HROIGH METAL(2)PER ANGLE SHA NOTE 7LIII..BE APPROVON ED 1) SHALL BY BUII.iJfNG OFFICIAL PRiOR TO MULLION INSTALLATION ••• ••: eWRYERS BY OTHERS E 0' t/4°S.M S iHROUGH METAL �M+t—NM M3 f • • •4SW TNT WAOANBHOR SH EAR FORCES 1"�• (2)PER LEG jos")ems—•LRT �. • •• • *I[[8"(SEE NOTE 7 ON SHEET 1) N �„ 1/2' 1/2" ••• ••i •• .�7�Uq QUdG OFFTCVd �_ .-4-•. xe aeras PRIOR TO MULLION INST•ALIATION WroveAaa i `^ QNB NO. TOP MEW SIDE MA SIDE VIEW tjme 00tl1�P �I' Jg_Z�_7• M2011 Qtl°, • ••• • • • *960%99 FRANCISCO HERNANDEZ •• : i•• ?=I ANC*C014IRATiON TYPE C3 AS SHOWN IS VAUD FOR MULLIONS I'%4% t je°, Mai - FLORIDA PE � 61383 SHEET 811,oed Dade ProderI wm • • • • o • • •I"X•VX1/4' 2'X4"X118",2'X6°% 1/8°AN02 X8°X1/4. y._. � - 17 OF 21 • •• • •• FOR p"jAjN LOADS SEE TABLES#2 AND#3 ON 9EETS 4 AND 5 OF 21. 87 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATIONS K ID3 AND D4 µ" MULLION TO MULLION CONNECTION FOR 1" X 2". 1" X 3" AND 1" X e MULLIONS WTr •i% ` WITH U CLIPS SUBSTRATE METAL ��,��{,;. JWh71a11e wm91T8 ► C tlAnufodw ng,lam, ® c I ► c I ► c I ► c I ► c Phi( 33rd PWAw admh,F Al 33414 Phi =)J84-4982 Pwn( -8118 2• I R5/1111 jg�I ® ® I � ® I ®15/16' 15/18°G • 7/e" 7/e" s/e•I P/e" W ' ° Is/1s' S FT I ® c I ► c I ► c I ► c °CI3' FOR I ► c l ► c ANCHOR CONFIG.D3 ANCHOR Co IG. ANCHOR CONnG.D4 ANCHOR CONIZG.DE ANCHOR CONFIG_DZ ANCHOR CONFIG.Dt - FOR 1"X 4°TO 1° X �1° 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 CONNECTION ° X 3° FOR I CONNECTION" X 4., CONNECTION CONNECTION CONNECTION CONNECTION 1. .. •.• . • . • • .• �,aW w_NM SE CUPAIL••• • • • • • �11 4eolw 1 �9 ON SRF�T 2 •2i• i i i i•i •• Redawm__-- •• ••• •• • • • •• c—� � aedeias: Ap1a'oYa�ria mmplylag vAw Tae ��/� 4uSV414 K9. NOTE:ALL SCREWS USED FOR MUWON TO MlfL W CONNECTIONS Ft°rhla IapC t� a.ay.c� M2011 • ••• • SHOVA"THIS S>!I2�T SFUU LE 14 S.M.S.GRADE 5. On1e FRANCISCO HEMOMEZ • • i i *FOR AN 01I LOADS•SEE TABLE 2�1 SHEET 4 OF 21. No' M1uaml ode ad oa FLORIDA PE 51393 SHEET • • . • • . . • . t. 18 OF 21 SECTION C-C • • • ° • • — I TOP VIEWS FOR ANCHOR CONFIGURATION TYPE BR2,BR3,CR2 AND CR3 .......... ALUY.SLEEVE 3 1/2-0 OR 4"0 rxL FCR 3 1/2-0 OR 4-0 ROUND MULLIONS ALUM.TUBE MULLION ALUM,TUBE MULLION 3 1/2'o AK) 4"o i/V T=ALUM.CIRCULAR PLATE Manufadt�ng,Inc. STRUCRWI WALL/BEAM� r WELDED TO ALUM.SLEEVE. 1743 W.3&4 Pim STRUCTURAL WALL/BEAM W I-ldod6 fkft 33M2 (3403"-"W F C 3 1/2"0 OR eO— ALUM.TUBE ML LL0 -- — --- -------- N D4 ALUM.SIMEEVE FOR 3 J/2"0 OR 4'0 ALUM.TUBE MULUON VARIES csrw WALL 5 1/2'FOR 3 1/2- WMON VANES 6"FOR eO MULLION 5 t/2°FOR 3 1/2-0 MULLION ANCHOR CONFIGURATION ir FOR 4'0 MULLION BR2 AND CR2 43 ANCHOR CONFIGURATION FOR IW ANGLE RR3 AND CR3 FOR 13T ANGLE 3 1/2*0 OR 4"0 ALUM.WE MULLION 1/3'THO ALM OCULAR PLATE ALUM.SLEEVE WELDED TO ALUM. SLEEVE, FOR 3 1/2*0 OR 4"0 ALUM.TUBE MULI= VANS 5 1/2'FOR 3 1/2"0 MULLION .eo 0% 6-FOR rO MULLION soon erg NM 0 ANCHOR CONFIGURATION -0 BR3 AND CR3 FOR 90*ANGLE M2011 NMDEZ t3L =rOPE 51393 WE-FOR MULLN AND Am=otsm Lo,6..sEE*TOF*E 4 jj ZW;•OOF 21. • • SHEET 0 19 OF 2111 % % o 0 0 0 • o:o % V 0: *0 •6 • :o 0• • 0 • TOP VIEWS FOR ANCHOR CONFIGURATION r A_L1M.s 'TYPE BR4 AND CR4 3 1/2"0 OR 4"t3MULLIONST"' M FOR 3 1/2°0 OR 4"0 ALUM.TUBE MULLION ROUND � `�tiAa �� e ALUM.TUBE MULLION T=ALUM.CLRe1NAR PLATE /2*0 0 5w1sfNlle 1Nndoes IDC. SRRUCTURAL WALL/BW L WELDED TO ALUM.SLEEVE. . 1745 W.f33ld PIM 1 N Zd a 'L1^b ?,r STRUCTURAL WALL/BEAN Raft"M2 2" �. _ e v„a(aM)aza-arta <• .�, N N ti ti y M , N N E ' ,\� , N M -N--_ N 3 1/2"0 OR 4"0 ad• ALUM.TUBE MULLION ALUNNUMM SLEEVE ,N FOR 3 1/2'0 OR 4"0 ° n N N ALUM.TUBE MULUON VARIES @STRUCTURAL WNl .31 , 3 7 18" OR FM 5 1/2'FOR 3 1/2'0 MULLION � ape '� a 8°FOR 4°0 M � ULUON 1 cP '✓ VARIES ANCHOR CONFIGURATION 5 1/a"FOR 3 1/2"0 MULLION � � '��. 8°FOR 4'0 MULLION W BR4 AND CR4 � �� 1` j a- AS ANCHOR CONFIGURATION N FOR 18U ANGLE R b� FOR 135'ANGLE 3 1/2"0 OR 4' 1/8'THICIL ALUM.CIRCULAR PLATE ALUM TTlBELALM184UA1 SLEEVE WE.DED TO ALUM.SLEEVE. FOR 3 1/2'0 OR 4"0 ALUM.TUBE MULLION VARIES •• ••• • • • • • •• 5 1/2'FOR 3 1/2'0 MUWON �� • • • • • • • • • 6°FOR 4'0 MULLION • •• • • • • •.• • ANCHOR CONFIGURATION soon ' " "' • • • • • • • • • R-Istma •• ••• •• • • • •• BR4 AND CR4 evwloa FOR90'ANGLE appwwaammnpttwimthe i ` Dwam we ml,T u8� 2-e5 ;� M2011 • ••e • ••• ••• ••• bet", FRANCISCO HBMMDEZ O�JF TPE 4 KrET I OF 21. • • roan FLORIDA PE # 51383 NOTE:FOR l�IWON AND ANCHOR DESIGN l i� • s nHemf bide mduet aum� • •• • •• •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r - SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE BR2,BR3 AND BR4 "'` '`'"'"''• ROUND MULLIONS 3 1/2°0 AND 4"o :;:fir_ :. SUBSTRATE. CONCRETE $� pdmdoau8 3 1 2°q1 Wt 4°(6 3 1/2°0 OR 4°(b m ® � 3 1/2°$ OR 4°0 / 1748 W.33x4 P19e ALUM.Tt1�MULUON �� ALUM.TUBE ML�.LIow I ab*FW49 MOM '�' � MULLION j PM(3W)784-9082 11a°THICK.ALUM.CIRCULAR PLATE N ---N 1/3°THICK.ALUM.CIRCULAR PLATE \ VIE THKWED O W.LUM.CIXXRAR PLATE F..(306)623-5148 1 { O SI FfVF ^� ' WELDED TO ALUM.SLEEVE. D a 11 p D p a it 11 4 D 4 D 11 eD D 114 D —1 4°tfW BUS DEK TAPCON °> D> ii , p n9—�—-1/4°RW BUILDEX TAPCON 1/4°NW&IH DEX TAP03N °. ?U °• " / tl 9 1 3/4"MIN.MOMENT INTO 1 314°1 1. EMBEDLIENT 6Ni0 1 3/4"MIN.EMBEDMENT INTO CONCREIE CONCRETE (4)FER PLATE (2)PER PLATE (3)PER PLATE EIE SIDE VIEW C SIDE VIEW D SIDE VIEW E ANCHOR CONFIG,BR2 ANCHOR CON14G.DRS ANCHOR COMM.BR4 NUMBER OF ANCHORS PER END m 2 NUMBER OF ANCHORS PER END - 3 NUMBER OF ANCHORS PER ENO - 4 z, NOTE FOR MWKIN AND ANCHOR DEAN LOADS SEE TABLE 1 4 ON SHEET 6 OF 21. SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE CR2,CR3 AND CR4 3 1/2"0 OR 4 O W ROUND MULLIONS ALUM.TUBE MULLION 3 1/2.0 AND 4"0 1/0"THICK ALUMKIM CIRCULAR PLATE SUBSTRATE: METAL N =----d = ETAL SfRUCTURAI.MEMBERS 3Y OTKERS 3 1/2.0 OR 4.0 3 11M OR 4°¢ MINIMUM THICKNESS- 1/e ALUM.TUBE Mu uaN ALUM.TUfE MULLION (SFE NOTE 7 ON SHEET 1) I/e°THICK.ALUM.CIRCULAR PLATE � __-- 116"THICK ALUMINUM CIRCULAR PLATE MALL ALL BE A ANCHOR SHEARBIA FORCES °N -_- AND SHALL APPROVED BY BIILDINC 0 AL ;- TO OFFICIAL PRIOR TO WLUON INSIALLATLON \ I- - 1 METAL STRUCIIIRAL MEMBERS BY OTHERS EMIL STRUCTURAL MEMBERS BY OTHERS � IMMIM THICKNESS- 118' MINIMUM THDXSS m 1/8" 1° MIN. SHEET SEE NOTE 7 ON SHEET 1) (SHALL WW1 SEE NOTE S77�ANCHOR)SHEAR FORCES SHALL WRHSTAND ANCHOR SHEAR FORCES 1/4°S.MS.GRADE 5 THROUGH METAL AND SHALL BE APPROVED BY BUILDING AND SHALL.BE APPROVED BY BUILDING SIDE VIEW E (4}PER PLATE OFFICIAL PRIOR TO M=ON INSTALLATION I FM OFFICIAL PRIOR TO MULLION INSTALLATION ANCHOR COMMCR4 E.D. +-= 1"MIN. 1" NUMBER OF ANCHORS PER END m 4 114°S.M.S.GRADE.5 THROUGH METAL 1/4°S.M.S•t:RI�E S TIQtOL�H ZETA`• • • •• (3)PER PLATE � �y PJM SIDE VIEW C (2) PIKE • •• • i i SIDE VIEW D °stet • •• • • • • ••• • t ANCHOR CONFIG.CR2 • • • • ••• • A NCHO)b NAIG.CR3 f easetaa •• ••• s• • • •• �— �—J- NUMBER OF ANCHORS PER END ® 2 NUMBER OF ANCHORS PER ENO 3 tiPPfom et taAWilltae 'Y /fj , uaawua9 rta ue°>` a° .° o I T ff s�ra M2011 • ••• • ••• ••• ••• Nom _ _ FRANCISCO HER DEZ NOTE. FOR MU1110N AND ANCI10R DESIGN WAGS SEE•T7AILE 0 ON SHEB B OF 21.• • Mlant adaProdaaConlm FLORIDAPE 81383 SHEET ••• • ••• • • • f • • • • • • • • • • uy L + p yz. 21 OF 21 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T MlAM!•®,�E A31AM1 DADS COUNFY • PR b CT CONTROL SECTION DEPARTNIENT Or IiEGULA TORY AND ECONOMIC RMSOU a 1 805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION =,m1nm1dsdL.goy/ecenom1 2590 F(786)3152599 NOTICE OF ACC]G+PTANCE+ OA Sunshine Windows Manufacturing,Inc. 1745 W.3r 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 ICER - 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 118000"Aluminum Window Wall System—L.M.I. APPROVAL DOCUMENT: Drawing No. W08-90, titled "Series 8000 Alum. Window Wall System (L.M.I.)",sheets 1 through 12 of 12,dated 11/11/08,with revision A dated 03/05/12,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.B., bearing the Miami-Dade County Product Control Ronewal 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 Dado County Product Control Approved", unle§s otherwise noted herein. 0 • RENEWAL of this NOA shall be considered after a renewal application has been fded;nd thlLe.b%been •, no change in the applicable building code negatively affecting the performance of tModwh6tict. . TERMINATION of this NOA will occur after the expiration date or if there has bg• revisign or change;••••; in the materials,use,and/or manufacture of the product or process. Misuse of this-v `ds an¢ftdMftent...., of any product,for sales, advertising or any other purposes shall automatically termlese this NOA.Failure..:..' to comply with any section of this NOA shall be cause for termination and removal cMI A. .0% ...... ADVERTISEMENT: The NOA number preceded by the words Miami-Da4d'Cbflnty, Florida, and '. followed by the expiration date may he displayed in advertising literature. If an+y poi lbn of?he.VQA is." displayed,then it shall be done in its entirety. :0000: INSPECTION: A copy of this entire NOA shall be provided to the user by the manufar.0or or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#12-0314.08 and consists of flus page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.13-0122.05 M1A FDAae fou TY r' Expiration Date: April 03,2018 • •a e L, . Approval Date: April 25,2013 Page 1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-90,titled"Series 8000 Alum. Window Wall System(L.M.I.)", sheets 1 through 12 of 12,dated 11/11/08,with revision A dated 03/05/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submilled snider previous NOA No. 12-0314.08) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Drop Load Test,per CPCS 16 CFR 1201 (Cat 11) 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5447,dated 12/19/07,signed and sealed by Michael R_Wenzel,P.E. (Submitted under NOA#08-1114.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2004 and FBC 2007,dated 09/02/08,prepared by Al—Farooq Corporation,signed and sealed by Humayoun Farooq,P.E. (Submitted under•previous NOA#09-0413.10) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE ••• . . • 1. Miami-Dade Department of Regulatory and Economic Resources(R.ER) 0 0 0 0• •.."d. • ...... •..•.• • E. MATERIAL CERTIFICATIONS ••1 • . :•••• 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont Db%-.i'z gars VCK Inc. ..... for their"DuPont SentryGlas®Interlayer"dated 08/25/11,ear b*b qon 01/14417. •• •• 2. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours bt ft.,Inc. ••••;• for their"DuPont Butacite®PVB Interlayer"dated 09/08/11'Latpft?ig on 12111/16. Manu P.E. Product Con I Ex Her NOA 122.05 Expiration Date: April 03,2018 Approval Date: April 25,2013 E-1 i Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated March 05,2012,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. -- 4.08 underprevious NOA No. 12 1131 Submitted p ) 2. Laboratory compliance letter for Test Report No.FTI.-5447,issued by Fenestration Testing Laboratory,Inc.,dated 12/19/07,signed and sealed by Michael R.Wenzel, P.E. (Submitted under NOA No.08-1114.16) 3. Private Labeling Agreement document in conformance to BCCO guidelines dated 04/09/09 signed by Jose Nuflez. (Submitted unders NOA No.09-0413.10) G.' OTHERS 1. Notice of Acceptance No. 12-0314.08,issued to Sunshine Windows Manufacturing, Inc.for their Series 8000 Aluminum Window Wall System-L.M.I.,approved on 05/24/12 and expiring- on 04/03/13. 0000.. 0000.. 0000.. 000000 099.6. 0000.. 6000 . . . 9 6 • 0000.. 0000 . 0000. 0000.. 0000 0000. 00 00 60 0966 000669 .0009. 00 •6666• 0000.. 6 . . .. 0000 6666. 0000 ✓ f NR t manue Pere . Product Control mi NOA No. 13-04S Expiration Date: April 03,2018 Approval Date: April 25,2013 E-2 0.1-On OA-Mo. L 0 OPB DL YADTHo WIDTH SEE SHEEP 2 sE£SPIFFY 2 SEf SHEET 2 SEE CHM SHEET 2 SHEET 2 $ J � .41F d D' N N � //� U.L.OPTMIL D.L.tAm1amARi' m �% '/• / /� SHEET 2 SHEET 2 yy � �, !S 3-1 ; E£ suN�HwE �y �� I Ll I ,, 4'MAX F�A9��•.l. 1t MAX.WET3 a SPACING ; r, HEAD/MTU. '1 , ! CORNERS 1 ��„DOOA MU41.K1N ANCHDRS ANCHORS TYPE A.8.C OR D 1 MCWM lYP£A,8.C ON 0 i SEE SHEETS 8&7 2,3 OR 4 N FAC11 JAMB--� 2,3 OR 4 AT fACtl SIDEmuum8 SEE SHEET 8 SHM TYPICA�ELEVATIDR) ALLOWABLE U�ADS FOR ALTERNATE SHAPES AS SHOYfid A1�YE OR SI.MLPR OAN BE VERE•1E0 BY INSCRBTAtS.P{CTURE WWOOW SHRPE NTB9N 9QUA9E OR RECTANGLE AS SHOWN N DOTTED UNM AND 03TAlNM MLOWASLE LOADS FROM THOSE SHAM. SERIES 8000 ALUMINUM WINDOW WALL SYS M Sa n.£LRES My BE INSTA+•L£DyERwALy As SHM ASOVE OR HORMOMuY• THIS SYSTEM IS RAYED FOR LANE MISSB.E IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAfEOUARDS MUST BE OBSERVED. INET TIONS: r USE,�N AS�O". F uCT COMPLIES WITH REQUIItEMEM•S OF ANSI Z97.1, $ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE a M ITS OF THE FLORIDA OLILOIND CODE INCLUDING Wif VELOCITY OETERMBt£DE86N WDID UH�OtIGZD.tENT FUSED LAMINATED QI,A33 HURRVINE ZONE(H"). •• ••• • i • • • • ON WIND VEI.00HY,BUD.xT,twGtD zBa� RODOCFR LARGE MISSILE IMPACT • • • • • • • • • us@m APP.*-ASC£7 pI iT000 BUCKS BY OTHERS, MUST BE ANCHORED•PROPEPoY TO TRAyp�ETt• • • • • asc6°W1Flp3•g9N�MorMti T Q LOADS TO THE STRUCTURE. • •• • • • • ••• aSI�2 SEE CHARTS BH SKEET 2 Fit DESKN LSO !WWIegCodt S �p�y�I `�„•,�,� CAPANn OF DESIRED GLASS 42E acetAt�te Ne �,• PRODUCYR�� ANCHORS MALL�AS LISTED,SPACED ASBEYEYt1AO• �I• STtI�CO. : : ••�� CHECK MUUMN WACHY FOR A BORN SPAMM AND I Dak rB •f 7 tl Cleo .� EMBEDLIENT TO BASE MATERNL SHALL BE (1AD 47A1.L 0 HEIOMf us=CtURB a7 SHEEN 3 n#tu 7 8rrgg '� ANCHORM OR I==CONDITIONS NOT SHOWN Bt THESE DETAILS ARE THE CTiMMY SMWLO MOM THE�(IN LOX 81Is �.. P��1TnM! NOT PART OF THIS APPRtNAL. A LOAD DURATION INCREASE LS USED BJ 0 0 W Y. USDtO CMfNT3�I SHE£T9 8&i SELECT ASK IMDN drawing �. pBN .gFtWot�x SQ o�� ••• �'a� WrtH oE3Ksa I7AT$t0 eeoR<THAN DEM�sPEaFlm MATERIALS INCLUOINO BUT NOT LIMITED TO M£T�fL sf3lE'p�'THAT • .. . • 01 STEP i ARM W06 go TRffl TH£R DISSIMGAR 3HIU1. 4HE •! .. Y i TBGT IRON STEPS Z.J ' Lbi IAITD OONTACT 0 VALUE RESUI REAUGt al9 OF THE FLOR£tA BLDG. CODlI�S S 4,• • •i •• .. iii AND 4 9HALl APPLY TO ENT�tE SYSTEM ahe 1 0 • •• •• • • • •• •• MASS LOAD CAPAMY -PW 0.1..0.Y80TH O.Lo.WWM NOMWAL MMS. OLOB TM'Al Ouw TYPB'8' CIA wm OAA.Mew 28" solo 1304 32" 60.0 13114 38" BOA 1304 �'`%//'- 40" &4-1/2" eao 1304 4648/4" 80A 1304 48' 804 110.0 �i l L - • 82° BOA 1304 trh3! 66-1/4" a" 1394 A ALTERNATE BUTTON BUMPS 28° BOA 130.0 �`�� W I EU OF VINYL SPACER 4$ 32" 80.0 130.0 38• 80.0 130A �} 40' 90-1 /2' "A 1304 .} 44-1/4' 804 130.0 CORNM 902 DOW COWNO 796 Q 48• BOA 130.0 0OW 14RNNG 796 62• BOA 130.0 •. 28" BOA 130.0 1/4'HEAT STREWD MASS 1/4'WM STMWD OLASS $i 32• 804 130.0 ABO'WERIAYER .090'INTBlBAYER 18° 80.0 1304 BOTACITE PVB DY SO(AWOLA'P 40' 98-1/2°. BOA 13010 BY'PUAaA1T° p �'} 44-1/4' 80.0 130.0 111 SIRM GLASS f/4"ww SWN'0 OIASS N�'7 48" $010 130.0 F 62° 1 80.0 127.2yq� 2s• SDA 130A �i t7 7 '"' 32" 80.0 130.0 7 rs 1 4380* toe-1/2" fto 130.0 80.0 1304 44-1/4° 80.0 130.0 g 1 B t 48' 804 128.9 28" 80.0 130.0 !O 32" 8010 130.0 LO B S 38° 108-1/2° 80.0 1304 40" 80.0 1304 44-1/4" Bao 139A L 80.0 130.0 GI AZING OPTIONS e H ea0 130.0 N 114-1/2° SOlo 130.0 80.0 1304 �q� �Irasua Date �t ' ante NOTE; CLASS CAPACITIES 014 THIS SHEET ARE GLASS MIR/ we I < BASEO ON ASTM E130O-04 (3 SEC. C�J575).••i i i ••• i i ••• • •• • • • • ••• • �. . rRanucrRTTYisao • • • • • • • • • _, ��a mehBtePMrWa 13 • ••• • ••• ••• ••• Pmdimi dra•ing rro W08 90 ••• • ••• • • • • • • • • • • • • • she of 1 00 so so 00 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 6111UAON IM CeACnT-PRP 1MULuall WHOM 1NT178MBDIATE HORIZONTALS JAMBUHANCHMI) {o JAMB'dt' JAMB'JJ' JAMB'JO' JAMB'J0' JOB OPPIONB NOLUt4AL DILA. mum't4!' UUI L 318' MOLL'w MULL'M4, F lKt.(+} tilt:(+) 101E + 17I0M( PAW ONIFT.(-j W.(-j 07L H W. �) 30' 130.0 139" t30.0 I30" � 3d' 13040 130.0 130.0 130.0 42° 1�. 130" 130" 13" 1304 t91 48° 13" 130A 13&0 130.0 64° 13&0 130.0 130.01304 Imam(vo - 5Yt (y Q �• 130A 130.0 me 1304 'u FRAME JM R 4 QQ 30' 1304 130.0 130.0 130.0 ]G(d) 36° 130.0 IM 13&0 1301 42' 00° 1301 130.0 13&0 13MO 48° 1304 13&0 WDA 130A 84° 121.7 130.0 1344 130.0 00° 1 13 130.0 t3U 30" 130.030A 130.0" 130.0 1 _ 3D4 311' 130.0 1304 1304 130" ^1 Or 11&9 130.0 1301 130A 48° 107A 130.0 130.0 1304 12t Y72 � 788 w 8&4 130.0 1274 130.0 {„ o0' 91.8 Ixo 11&4 130A 4HDiM(W) n AI + W2 #L' .W 130.0 130.6 130A 130.0 2 38 128.4 130A 1304 130" AT FRAME MUU,IOI4 42• 110.8 130.0 130.0 I30A 4 N 88_1(2° p 48' 80.0 1304 13.0 130.4r3 84° 804 130.0 12&S 130.L0O 88' 004 13" 114.4 130" (�u 130.0 1304 139.0 130.0 � + 38' tt&4 130.0 130.0 1304 4T 102° BOA 130.0 13&0 1301 � ^ 48' Hua 13&0 123.2 1304 .-2 w ow 1203. Iiia 130A o6' 704 12&4 100.7 120.9 30• 7124 130,0 1304 1304 36' 00.0 130,0 1304 11304 ry 4Y 108' H2a 130A 1228 1366 48' 736 it" 10&9 130.0 c p w sat 1011.6 to0.2 1I8J 3C 1046 t30.0 1=0 1304 36' 118.6 130.0 13U 130.0 42° 110-t/2' 77.1 123.6 Ilea 1304 14138'Jl' Stull'JB' JAS'3111' Q 111ODtICS'RPd4RW8O 46° 88.7 110.6 t103.71 124.0 asct�Oh4:lsaltUtlePlortAs 82° e4.3 tom 98.9 1 t16a I AACt eee� 30° OBJ 1304 130.0 130.0 se 80.4- 120.3 12&1 1304 4Y II4' 1.3. Ilu Io&4 1304 e • • • •• �Q O sS m ` 46' 824 tool 81 • • • . • 60• 80.1 86.7 •93.7 V2.0 • • • • • • 30• Ota 1304 1�.0 •1Q0.0 • • • ••• • qn•J At D PRODUCTRomw 3tN 1�' 08.6 110.4 .0 • • • • • • CPK 09 tOmPlydap9rOb1BOBAttM • • • • •• RA.t 9i I:mHIHuBOOMo 1 42' 698 969 88S 117.8 U131.11011 lull MULLION$1$' Mum'ffiS MULLION 1114' � ""} �No • � � � 48° 831 882 87.1 104.1 ' b R drowlAg r10. MOTE. ip ••• • ••• ••• ••• ' MTERPOLATOBETWEEN W10�S ALLOMD. • •goo 0 000 • • WO8-90 • • • • . • • • 0 g 2012 O0.0 t • • • • • • • • • • MULLION LOAD CAPACITY -PON Ml=10N8 O77R 1 f"RM14DL1T8 EORI20DTAW rAYERME01AIE RMOMOLS ro JAMB'd6° UNAPICR0860 JAMB Vl' IAMB 9I' JAMB'JO' MUD'J2' dA318 OPItORB NOMINAL DIMS. MOLL'Ml' MUM,w MOL4 law MOLL Imc MOIL EXt'.(fit 310. # SXI. .(+) !� =114(Sq) I=MOND 94I.(-J R7L(-) OiL -# 1011BIL(-) 30' 130.0 130.0 190.0 130A 38• 130.0 139.0 13MO 130.0 42' �. 130.0 130.0 130A f30.0 46• 1340 WOA 1300 130.0 tam 84' 1340 130.0 1340 130. w 1304 130.0 lao 130.0 Q 39• 13.0 130.0 13" 1340 01 8 lar 36" 130.0 130.0 130.0 130.0 �pp 47' 88-I 130.o 130.0 0.0 13130.0 0.r FRAME OTH (A w Wt E 4AM8 �W 3 48' 130.0 130.0 130.0 130.0 84' lI&1 1304 13=0 1340 80• to" uw 127.2 130.0 O4fERMEDIATE HOMOMIALS Q 30" 130.0 130.0 1340 13010 38• 1300 1 130. 130.0 13.00 42' w 130.0 1304 130.0 130.0 t � 48" t18A 130.0 =4 130.0 84' 104A 130.0 1340 130.0 w 94.4 130.0 117.5 130.0 30' 130.0 130.0 Woo 13" Zwl 0.0 30" 126.8 13130. IXO � C3 42' �.. 1 i 1.1 190.0 1340 130. ES N 48' 072 130.0 129A Ixe Q� 94' S&4 130.0 114.7 130.0 80' 79 125.1 103.2 123.4 30" t3U 130.0 1340 130. NflCTH o Wt + P12 1i 30" t7. 130.0 130.0 1340 AT FRAME fdULIION 2 A 42' 9e-1M" 102.8 130.0 _ 1340 130. 4B' 940_ 130.0 122.8 13U d• 54" 60.0 _120.7 109.0 130.0 ^x 58" 74.8 IIOA 101.4 121.2 30• 129.7 139.0 130. 130.0 36" 17&1 130.0 130.0 1340 4Y 102' S.8 130. _ W9.0 130.0 4b• 81.0 W0. 1143 1340 84' 120 11&9 101.8 121.4 M" I&& I tit.? 9&O 117.1 30' 109.2 130.0 1304 130.0 38" 91.0 W0A 130.0 130,0110Dt7MENEWRO 42" 108' 12&8704 12&8 198.5 130.0 JAMB'Jl' JAMB'd8' JAMB'd3' ascOmpfYM69'OINthe N Naft 48' 893 to9A 103. eerp 1219 u?*p Cyte & feiuo No 53' 1 819 88.8 823 I744msc- Er Irottoe Da10 J�k, 30" to" 130.0 W0. MtO7 f 38" BBA 130A 12&9 pm`, e R 42' I10-1/2' 724 117.2 1113 MULLTBHS ` 48" ell 1028 97.49 . • • • •. 52" 59.8 94.6 8 . ,•. • • Y30" 92.0 1�.0 1 • • • •.• npr.., 9811 NRODIJCi'ItBVf81�38' 77.4 124.6 12LO • ••• • • •.• PE 2. 0�Iascftco fta101140N10�A8 ,1• 1 42• lie O&3 10&7 1 MU7J'JoN'Mt' MOLL1pN'M.8' 1dU13.I0N'M3' MULLION'M4' R4R.W nCOMD 'y 48' 8&0 93.4 819 109.4 47 80' .W 699 87A 100.0 ' 30' 796 12&1 130.0 304 •.• ••• .•• M drowtng no. 36• fao• el4 100..7 110.1 130.0 • • • I:t:4:Of'j2 8- 42' 8&9 I. •f4h • It29 ..NOT01 • • 46" 499 e41 ea. .7NTER•P•CI Mt1�N�419E�tWEE�r ro�rls auoweo. AR d 6 2012 ••• • • . • •.• • • 11006 MUum LOAD CAPAMY-PW _ CM 6SU4670;1 LOAD CAPACITY-POP JAMB'JM' MB JAMB IDB' J01pOi1� JAMB'JOl'JAMB' 'JAMB'JOS'JAMB'JW JAMB'JDt'JA '01'JAMB'JDB'JAMB'JDO' �Y SWITS MMS MOLL'MOL'UM'MW MULL'MW 1 MULL',01104' BTmum PAAMB MULL'MDI'UM'MD2 MULL` fU'MD4 �. yp T. INCIW 1Nt01� g�•(-1) war.'�-1) O�i^T•'l-1) D1.J*1 � �.HOW W.(o) eo.(o) a BOA() Ba(o) INCHES Omm W.(-) (-1 I (-J W. (-) 32 1204 120.0 120.0 12DA 38 120,0 t2o.0 1204 120.0 38 80.0 Bao Bao 80.0 42 es-1/Q 120.0 120.0 120,0 12060 42 88-1/2 Bolo 804 Bo.O BOA 4 48 120.0 ta7.0 120.0 1204 48 80.0 Bao 90.0 904 YQ¢}' 84 120.0 12a0 10.0 120.0 84 88.7 Bao 80.0 80.0 V eo I 11&4 120.0 1204 120. 32 77.8 Bao BOA BOA 32 100.8 120.0 1204120,0 38 no O0.o 90.0 004 30 1043 1274 120,0 tato 42 110-1/2 8aB BO.o 00.0 no hah dQg� 42 88-1/2 873 120.0 120,0 120.0 48 848 00.0 110.0 904 W $ 48 81.1 120,0 120.0 12QA 32 7068 o0,0 Bao 80.o i4 84 88.7 1aa0 118.8 120,0 38 114 67.2 80.0 90.0 BO.o 32 774 12" 1184 120,0 42 82.7 80.0 00.0 no 38 8 114.4 112.7 120.0 48 88.7 Cao 00.0 Son 42 110-t/2 73, BBA 108.7 foal 11060 _ s2 9o.B eo.B Bao Boo 48 84.5 103,0 118 117.7 42 1� B5s.8 83.3 6x99.4 01 804 48 1/2`WX 87 1/2° 48 80.4 78.1 Bs8 wo SUIHSFOHE� nomt tw TH SUNSH04E WNOWS 1r'°° BEE tB:PANATE HOA r --_'-__- -- w 8�BEPAR4iE "°DTH L D OR mme/ 0 Ofl °mmew/�'i yi•®�a e.m° _-" � � ' D OR a, an PADtH 43MM 3/4" tm gOt1RE 9roTH 88 s/4° To 01,0E opnmLmmermmw SEE CL 061. 0 SI[0.UIE YBOTH MAN. +acamplylagvl:btePbl6ri SEEa To CL IWA. RolAtagCade 4mphalce No' ¢ Fa0tre8oe Dat Jg Dy P � DOOR-WINDOWALL JAMB`JD1' JAMB'JDB' JAMB 9D3 TRANSITION MULLION •• ••� i • � � i • •• fl/d PE�/ Aga Dada �1 g�' � r� o • •• • • ••• M CAN.3838 ACt�No fJ S 9! •• 6roapfg 00. ••• �•. WO$-90 •• • • • t M11LLdOw'MOI' MULt10w w "WON'MDs' MIBAJON'04! AR Q 8 20�� Bhaot of l • • • • • ••• • • • • ANCHOR WAD CAPACITY-PW HORIZ091ALS DOOR �� Exrt+)do 04T.(-) OPDONAL SEE SEPAFATE NOA NOMINAL DIME. ANCHORS TYPE'A' ANOH0I0 I'm'B'&b' MICH010 TYPE'C' Alf.FIXED LIVER 1'01TH Etl 109 A8 A4 B9 DS B3/l� W C8 OB C4 - - _- - mm 30" 1300 100.0 13.0 130.0 130.0 1304 130.0 150.0 Ia0-0 °a'mra a A w 0 1" 30• IM4 130.0 130.0 130.0 1.'10.0 130.0 1300 130.0 130.0 ! / A 'OR ; !g i 0 0 111•'•'" �` QB 42• �, 03A 130.0 130.0 1224 130.0 la" tau 130.0 130.0 � c / � OR 49• 81.3 1234 130.0 107.0 130.0 130.0 123,3 130.0 130.0 p / QQ 84° 72.3 108.4 130.0 W°1 130A 130.0 108.8 130.0 130.0 p , . ° /i 0 :, B % � %•� m 80° 881 9X8 130.0 8&8 123A tau 98.7 IMA t30A 30' 120.1 I= ISMO 130.0 1311.0 130.0 t3o-0 130.0 130.0 38° 100.1 130A 130.0 1304 1304 130.0 130.0 130.0 190.0 Q' 42' 7a• 060 12&7 130.0 1124 130.0 130.0 IJOA 130.0 130.0 48° 7&I I11A 130.0 980 136.0 130.0 113.8 190.0 130.0 l I vd� W Be 08.7 100.1 130.0 87.8 1364 1s0A 1014 t30.o IJOA _ �-°Li`° �--- g• ___J � � ao° 60.1 90.1 120.1 7" 1198 130.0 91.1 130.0 130.0 Ig • 30' 108.3 130A 139.0 130.0 130.0 130A 130.0 1 0 190.0WI W2 � TIS •1 36' 90.3 timo I30A I ISA 130.0 130.0 1300 tJOA 130.0 1111 W2 81 N1 1114333 EEEE K 42" tla-t/2• 770 118.1 136.0 101.8 130.0 130.0 1 117.3 150.0 130.0 .p W1 + - wl W2 48 67.7 tOtA 13U 89.1 1300 ISMO 1027 130.0 IaOA wm IN)•• 2 rlATN(tr)v •�-� raDili - 1 4 y$ m $4' 80.2 90.3 I2D.4 79.2 1199 Is" 91.3 130.0 130.0 ami 60' S4a stj 10&9 71.3 109.0 t50A 83.1 123.2 130.0 St1N6HE4E WIND= 36' tool 130.0 1300 130.0 13DA 130.0 I.W.0 150.0 190.0 38' 889 130.0 13U 114.1 130.0 130.0 130.0 136.0 190.0 _ T 42' 74.4 111.5 130.0 97.8 130,0130.0 112. .130.0 130-0 ; - � W 48' 68.1 97.8 130.0 88. 12&4 t30A 8&7 130 130.0 �%1�'• '��i% 84" 670 88. ii&7 7&t 114.1 130.0 87.7 190.0 13MO _ ---- N 80° 821 78.1 164.1 811.8 102.7 130.0 7&9 it&4 130.0 3' 3° 30° 97.8 130.0 /30012L4 130.0 130.0 130.0 130.0 190.0 ¢• � $ ° 38° B-tA 132.0 1304 t07A 15&0 130.0 123.3 tZAO 190.0 4° 5' � Ila a• a 42• 98° a&7 100.8 130.0 01.7 130A 190.0 too.? t'AO to&o e0e % a v 48° 61.0 91.5 128.0 60.a 120.4 13.0 929 190.0 13&0 A / i 64° 84.2 01.3 108.4 710 107.0 130.0 82.2 123„1 tau :% � �• / 1 � I Ha 80' 480 73.2 07.8 64.2 9&3 12&4 74.0 111.0 IZOA _ - �• 30° 14.1 t30.0 130.0 12&1 130.0 130.0 150.0 19AA 130.0 �^ w a \• 70.9 I1&9 1304 104.3 13W 13&0 $20.2 IXO 130.0 8° 4° 3°4r 98-1/2• 870 101.9 130.0 69A 130.0 130.0 IO34 130.0 IJ04 3' =..t 3° a°48° 80. 88.1 It89 78.2 117.3 1300 97.2 IMA 130.0 3° 3° 64' 64.8 79.3 1069 89. 104.3 13010 80.1 00.1 W9.o �- ov�Q 30• 910 130.0 130.0 1211.8 130A 130.0 190-0 130.0 190.0 A2,11e 1`10 ®D.119,1X1 90z H4• 1111 r72 38° 76. 114A 13&0 10&7 130A t30411&1 130.0 IaOA i2 41• tot' 68. 96.4 130.0 86,3 129A Imo 00.6 130.0 130.0 48" 67.4 8&1 1114$ 78$ 113.3 190.0 87.1 13&0 130A ANCHOI78 TYPBB�SEE SMT 8 FOR OESCRIP7ttX/ 011DTI1(01j v vn 4 w2- 64• 810 76.5 102.1 87.1 100.7 130.0 71.4 118.1 130.0 A2 n 1321 2ANptOR3 TYPE'A'AT EACH SIDE OF JAMB AND MULLION 2 30° 8&8 130.0 t39.0 114.1 130.0 130.0 190.0 1940 130-0 B2 v ANCHOi'TYPE'0'AT EACH SIDE OF JAMB AND MUM RODUCT REPtEWQU CD m ANCHORS TYPE'C'AT EACH SIDE OF JAMD AND MULLION e1e mP$tagwBhthenydk 130A 9&1 130.0 13mo 19.8 130.0 IJO.0 D2 v 9ANCHORS TYPE'D'AT EACH SIDE 09 JAMB AND MULLION An1i0e$ a N? 42' eaA 99.0 1234 814 f 122.3 130.0 840190.0 130.0 48' 542 919 tO8.4 71.3 107.0 130.0 82.3 183.3 1304 AS a( ANCHORS TYPE'A'AT CACI SICE OF JAMB AHD MULLION E ptrali4a 0me 1$ MULLION 30° 840 127.2 130.0 111; 130.0 1904 12" 130.0 130.0 BS w 3 ANCHOR";TYPE'0'AT EACH SIDE OF JAMB AND D Co AN HORS �. v 3 ANC110H5 TYPE'C'AT EACH SIDE OF JAMB AND MIHAtINt Y a 38° 707 108.0 t30.o 93.0 IJOA 130.0 107.1 1300 130-0 DS ANCHORS TYPE b'AT EACH SCE OF JAMB AND MULIICH 3113 aa• 110-I/r em 000 121.1 70.7 1t" 130.0 0t.8 13" p4 m(4 ANCHORS TYPE'A' AT EACH SIDE OF JAMB AND MULLION .49" 630 79A 108.0 80.7 0 18°,0 120$ 130.0 B4 v(4 ANCHORS TYPE'B'AT EACH SIDE OF JAMB AND MUL!" .. PRO®17L'f P.8VtB813 30' 9.22 123.3 iSt*• t 39.06 1241 190.0 130.0 C4 (4 ANCHORS TYRE'C'AT EACH JAMB AND M11I1(ON _ gnt>aap17L61a18t6tONioNds 38' 6a. 10@3 is" 90.1• 1.4w- •1 f 130.0 04 m 4 ANCHORS TYPE b'AT EACH SIDE OF JAMB AND MULLION to 7 At4�mew� yyt 114' 42° baa 98.1 IMt 774 4s WA& &9. 03MA 13&0 48' 31.4 77.1 16x.7 1010• i. 0 77. 116. 130.0 ALL OTHER ANCHORS ro BE 9PACE0 AS PER ELEVATION. R. 30" 7&1 117.1 1' 1027 IJOA tz" i tS.4 130.0 130.0 P dro'Wrtg 00. 36' 1201 83.1 91.6 130.0 86.8 12&4 140.0 9&7 130.0 30.0 W08-90 4e 690 83.7 111.5 730 11&1 1 64.8• 8.0 130.0 NOTE: Or 48A 732 97. 9 I2&4 74.0 1114 I30o IFT(ERpOLAT10N BETWEEN WIDTHS OR HEIGHTS ALLOWED. ®g�� ghost of • Gee 0 000 go go see • • AHCJtOR LOAD OAPACECY - PB@ DOOR MUlJM LOAD CAPACEPY-POP SUNwK WINOM JAUB'JD9' D00R&TRANWH ANCROD ANCR0R8 ANON0R8 JAms'JDi'JAUB'401'JABS'JM'JAM'JOB' SEE SEPAR4TE NOA ROUIHAL DIUB. TYPR'A' -TY•P-R�'B'�k'D' 'PYPS'O' a SIBEUTB PR4l4B AM'UDl IMM UULL'MW MULL'61D6 -- vmai6®vvv®ism' MOTH O HMO AS A4 nu/u8 co UIDT1[ RBIBA4 EM.(+) M.(d• ExT.(1•) OR.(+) //,�: '-•%lI`�-- 30 78.8 80.0 80.0 90A OCRs mcR88 W.{) W.(( INT.( ) "fr.() � yay e060 00.0 eoA F 90. 90.0 90.0 00.0 SOA 30 00.0 0 - ' v vvv 71.8 90A � 98 vvv 30 90A _ 90.0 90,0 00A 1 v A % �,4 00.4 90A 90.0 Q 48 0 aR A /�mm 9 / 14 42 B8 eoA 90A 90.0 90A 4 / p 11"4 \\ A 54 M4 88.0 MA 90A 48 Bao 90.0 90.0 90.0 0 OR A 1 Q A / AA 1 gee \ 80 82.6 823 82.5 Q IV„ 54 BBA 90.0 911.0 00A E 1 / 914 i\ 4 0 3_ g 30 78.4 90.0 90.0 BOA (� 80 BLO 90A �A 80.0 1/ % A 1 4 % \1 }}yy A 171 / 4 38 72.4 90.0 90.0 80.0 �t g 30 80.3 90.0 90.® _00.0 A % 1 42 102 88.8 o0A 90A 90A as h g 38 eBA ea0 90A 80.8 4 \ r / 4 j• '� 48 OSA 88.2 80.2 80A W IYKX. 42 102 78.2 90.0 901 _90A e \ i / a 54 628 BZs a2.380A 48 71.9 mo 90A 90.0 8 \ j / q 30 no 80.0 Baa 90A LL 0�d 84 6&2 Bao 904 90.0 A \ 1 / 0 36 88.6 80.0 so 0a0 YYY� 30 NA 90.0 BOA BOA vvvvv ...... vvv 42 100 Be 8&9 "o sm �uS 36 108 88.4 9a0 AA 90.0 _"_'"_�- - r 48 829 827 82.7 ea0 42 61.7 BOA 90A 90.042 8 83 3/4"M. gp 7a8 90.0 9a0 90.0 46 88.6 90.0 683 80.0TM 90A 30 672 8a7 80A 80.0 UO'3R YAOTH 36 67.0 88.1 88.1_ SA 3.8 BB.3 Bao 114 824 83.8 83.0 30 114 Br 00.0 t@4 42 51.0 70.0 ac.? 90.0 48 80.4 78.6 70'8 90.0 48 48.3 74A 78.8 80.0 3 89.3 a&* 88.9 8a0 30 471 74.1 781 904 L36 04.8 804 84+5 a" 38 4S.1 89.8 74.4 88.9 42 12D 812 8IS 80.8 130.6 a. 42 120 42.7 68.2 7" 84.2 8&/ 78J3 78.8 88.1 Qa N 48 4a8 624 87.0 l 1� a or 11 1 1 1 aa.B6.CB A4 JAUB'Jail JAM'JW am'Jaw Amon SEE SHEET 8 FOR pSSdRIPTM AS v 3(3�ANCHORS TYPE'A'AT ERtD1 SSE OF DOOR M1RJJa4 DS d ANCHORS rK'8'AT EACH SIDE OF+JDA 6tUi.t10N ( C3 4 3 ANCHORS TYPE'C'AT EACH SIDE OF DOOR AiU-MN � DS v 3 ANCHORS TYPE V,4T EACH SME OF DOOR MULLMN A4 v(4)ANCHORS TYPE'11 AT EACH SIDE OF DOOR"IJON ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. UU1440N'Nall 14a uou'Ua8' UULT40N'bw 14uum'UO4' a TRANSI�fION MULLION ANCHORS •• v • • • : • PRODUOTR /G9 e3 a DOOR-WINDOYVALI.• • • • b91ply • Ba61Ras i TRANSITIONMUT�LION •� ••: � � �': �•• n�� s �a"�" lac coo ••• ••i ••• • • Eaplrelnwt i$` E dr0wklg no. Dy ul? W08-90 ••• ••• •�• A1Iem P sheaf 0412 • • • • • • • •• •• • ••• • • • • • • • • • • ••• • • • • TYPICAL ANC1,1016 TWM ANOMB 4'u SEE ELEV.FOR VACM seecamu. VA= TYPICAL.ADIMPHS SEE:M.M SPAM Q z 44 -4 1 X DIA ILMM BY= 0 INTO 20Y NWOO BUCKS OR WOOD STRUCTURES -31ir MIN.PENETRATION INTO WOOD r rM JOY WOO BUCKS INTO CONCRETE Wym I Ra MM t-11/4'MIN.EMBED INTO CONCRETE ORECTLY INTO CO Wmi 1-1/4'MIN.EMBED INTO CONC. Moog EDGE g6%�= Ell I IlaINTO CONCRETE AND MASONRY a a-i/2'MIN. it Slim 21W WDDIS BUM OR WOOD STRUCTURES TYWIAL AM*Kft HATH 1-1/2'M. PENETRAFION INTO WOO[1 OL sm 00. WA"10- THRU lay wow Vim INTO CONCRETE MEIAI, PATH 1-1/4"MIN. EMBED INTO CONCRETE SIRUCTURIS DIRECTLY INTO CONCRETE PATH 1-ye MIN,I-cmm INTO CONC. rOOE QIJIMCES INTO CONCRETE AND MASONRY Ln WOOD STRL!mIme- *11 MIN, all V DIA ULTRACON BY'Ft INTO 2BY WOOD BUCKS OR MOOD STRUCTURES :7- a a a OVHTH 1-1/2-MIN. PENETRATION INTO WOOD TKRU SOY WOOD BUCKS INTO BETE VaH 1-1/4-MIN. UMM INTO CONCRETE DIRECTLY INTO CONCRETE yg "TH 1-1le M DAM INTO CONC. ANCHOR EDGE DISTANCES INTO CONCRETE W MIN, 'VO Pfm OR m pm rmRlzoNra 914 MDROR-Mr OSSLITNO SCREINS ST/ST BEIVM HUD&SILL IM METAL SWCTURES j STEEL: 12-GA.AM,(Fy- 30 KSI W) ti ALUMINUM : 1/8"TW MIN.(SM-75 MK) (STEEL IN CONTACT WITH ALUMINUM TO BE PLAYED OR PAINTED) AWAM EOGE MIST tarxc 1/2"MIN. INTO MAL STRUCTURE WdlegCode Amplau Don Date By owe 0 • SEAUANTS: • RA.PC 70IR r-Amacaft 0Aa f M S AND R OF AUNVWW�XD ALL FRAME CORNERS, JOINTS, MULLION UMJIS we GLAZING BEAD TO FRAME SEALED VAT14 SUCOINE SFAIJdNT. 000 • sffls�n - -- am drawing nch 4 NOT BY ,I. WOOD BLX.KS AND METAL STRIUCTURO NOT Ery NSMNE WDW, hu" 'V'�mm ,, SLI NSF tt 111PPICAL ANCHORS *a go@ MUST SUPPORT LOADS IMPOSED BY GLJAAXW�NG .� EW�AND W WOB-90 Sm UV.FOR SPACM es a TRANSFER TWA TO THE BUILDING STRUCTURE. p p 2012 shoat of to go. Gaut.SIIIa1 SPACE MAX.S9M SPACE �� 1 {"FOR ANGOR'A GIWt, IGS SPACE 14 fOR ANCHOR 1 d FOR ANCtSOA A IBY O OSEE SHEETS ffi 4 1/2"WfC M'O'ffi'C'. '. Q WWO eucres FOR CAPACITY ..,m ANCHORS F G s Q�s�p.��pNAt. S 3arom m STRUCTURES v �Ay vv .6 •°p v v © D.L OPO. JAMIl maim .g.'•e•'+ v 3 + ' EXTERIOk2 OPTIMAL SEE ELEWMM FRAGi6 WIDTH rFOR mmia N JWdD ANCROD', ANCHORED JAMS _ OPTIONAL DFbO NOT RM REWFCRM poi CLEMIGM FOR SPAINUNANCHORED 4MM I M WW REQUIRE REINFORCING DAP SEE CHARTS 1/4"CA.Was VM NUTS STEL _ AURA REWF AT Sv FROM ENDS AL1Rd RQNF SEE OHMS 3 ffi 4 FFOR��TY do d AND ,9•-„2°D.D.MA%. o BOOR CAPACITY&4 O FOR CAPACITY —ti r salat>sl;co� I _ -- —— 4aryleacB NO _ ream I>au !8 ate. ora PrddeN g .Q • •• . . • 1 Y PROAUCTRW4M ° ; •• O� POt: : :,�: :Pa DA.OPO. _ DuRdSIgOodeaaha�Modae • • •: ••• : • g• Bwaillon 0010 REM11-1 •• By droving no. ••• OtZ W08-90 • ••. •;• 661 • ••• • • . • sF18E t • 0 •o :. u • o Ogg 1 t , ..11 - �=�aanc�=�� a• • 'v � 1 .V. �:v.. •.. °: a.' •_ a°'. p � . .�V, b:a-, q d; 4 . �• - �i d.. ARCf TYPE ANCHM TYPE 4 oR C mmm � 7 8 8 IE 9fiEETS 7 8 8 1 to D.L.OM aL OPO. vnnto,n RERJf. - -_______a SBE SEPARATE NOA FOR DESM LOAD @)REE SNEErs a&7 -• ---------i © smss de 7 --- 1 CAPACITY OF DOORS AND DOOR ANCHORS. • 1M CAPACITY �' i FOR CAPACITY i� i LOWER VALUES FROM DOORS NOA --_------� --------- ------------� OR STOREFRONT SYSTEM CAPACITY CHARTS f :'------___ -_ Die CDURTY APPROVED WILL APPLY TO ENTIRE SYSTEM. NIALR-DAUZ CDURrt APPROVED ' LARIE WME ONACr RE.SMANT DOORi LAReE DILE 1tC+ACT RES,STANT.0.; W LL -J ---- --- r-------------- >I -------.-.--.-_ --_--- -------- �..xls �....��'� J ggg L=�rj f&mammnnnm4 Ir 1 T r 111 T 1k, i , Il 1 1 f 1 �..J.----- -_--"- ---JI _� U----= _=_ _=-__� RObtItTRoww" ------------ _ - ---- ___ 1 ds temPipleSwllA 1!e aL LEAF VII•oTH D.L.OP4 1 1 tFAF TH 4ald" code pl aP 4eceptenee Ne �_� �..• oaT>eu 5 br L REM. ®FOR CAPACITY 8 7 i.� —__.. i © CAPAlxI1S 8 7 '----------------- �� I SHEETS 3 13 � l' 1 3 A It ----- -----------1 .-___-.....--; -----_-_---J PILODUL`YR13V78� � -_--J ---_'---------•{ --1 % 1 �+¢oRMLY8Wmi11.PIWl�I boats-DAOE 0"TY At Oi LnaoF l&S�IF�n AofFRF. Sisraar DOOR I DOild3eg -LARK WS=IVACT REMAK DOOR 1 _ Sy j ��Dsta dg l 3 I ' _ _ • •••� I Ot•¢AsRm mo� _ r-T 9 jlj oaaamaam; �WIN • ^ a, 6• -•••--• �0 == - --- ----------- ----- ---------------------- --- --- WOO-9 D.L."Mf LthF naorlt•• •�•` 0•L.OTPa 14 ( LEAF oTDTLT ' MAR 0 8 2012 sheet 10 of t • •• • • • • ••• 00 • • • • • • • ••• • • • • ----CM IT®1 N0.PART NBMBUB �Am. 01NCRIPFION SL17-78 NRNP. PppRB- u 1 f I t�8U08 75 t1EQD. I .I.W.'t7tAA1E HEA9 8�8-78 1.790 .188 1.780- IA E88007 AS READ. OPEN RWK FRAME MIS/= 8083-T8 - �Y R Eum AS REOO. OOT0m 4AAlE HOIUON S E880D, A5 RE00. 19diME JANO/NULIIQY GOOD-1 8 1.790 SA AS MM WM U=UN 8008-T8 �+ 2.750 4 E98008 AS NM MM STOP 8083-TS - .126— 8 MM AS REGO. NWl.=SNAP-IN ANTE 5005-76 12L 8 mm AS am Wm CLIP 6088-78 - 078 Typ' 4A00 1 - AS REM mem am mm VO4TI. rP. SA00 3.780 9.000 3.790 O cum AS RENT. SPACER/BMCONE S70P MO17t• SA84 80. - AS RWO. 80TTON SWM Sue= 8 - - 1 t0 - AS RROO. SEttU10 BLOCK AT i/4'P0WT8 NEOPRENE 3/18'X 1/a°'%2'LONO �n O HOLLOW FRAME HEAD SILL tt 8t2 X t-1/R'4 OORNER ASBENBLY Mum PMA STEE9. W M AS READ. NWJ.ION SOFFENER 8006-TB as ! 4.088— 13 - AS REDO. t WAM REINFORCM C+WM STEEL oil l f4 AS WM tBRlItR!PAIKFORCRIO RAR 6TEEL - }i31$$ ROB a.7so 2.7W Q FRAME.!�/9 WI= ® DOW MULU N 078 1.472 7w. '678 r�il OPEN BACK FRAME HEAD/SRI. �4 TIP.—4`988 3388 9.7381 4.834 a 3.780 1.780 1.878 G mLSNAP—!N MATE Iz WIFFENER R A78 1t0DUCTRERER'E4i IYP. 1'000 .188 aaaompyrM8mIN&&V tlBFlQe 3.984 A78 !1nNhy Coda AceePmnce N4 '7 6 dailon thlo ea P� ® WERMEDIAtE HORIZONTAL .IBB mj 198 1.788 3. 8094• �,. 4 4.W0 q! r 'Np •• •• . • .: • 9n mom PROISUCT Rwmw T • • • ..• • flA PE!78982' m tivkLRmPIWtdO ;, � 7I` •� •• • : : -� • : • a.AN.- 8nA laaato0 �3f 1.117 LOW • ..• • • • s« on Aare 3 L Brna1� Ro. ... •e• • ••• X.P •• 13 STEEL RONFORCOM 14 ��$— ® GLASS STOP . ••• ©• S1l'r1AR C • 39 K9 MR8 R 0 6 262 meat t t.T t • • ee • � e • • • ee e. ee e•e • C Z I ;1 j1 I I �h W 1 ' jl i 11 11 1 i it AL/Ug'y' i -HEM'o1MATCH MW SECURM um to sees (3)PER S[OE OF AM % EA, x i x t/a' $g at MARME ENT m ma cm 40mr "'ECURED vm ja sms3)PER SIDE OF JM CIR a OR ANGLED CORNERS 1 to x 1/$° o sols / P11 X ` % HORIZONTAL CORNER /. % a IA .•% 1tpDUCf REN&WRb • •• cseomP�°eeUhtkeP9otidf� gt '�••• • .q�tpiea No Wft P yy PwwcrRWMD 7 ••• • • •• raUoA Date /6 flao aPai Sass. pi�dAtug FUrddo A. FA M rg• A 000 REC7 OR SOUARE CORNERS W08-90 • • •. • i short 1 of • • • • AR • • • • i •• •� ••• ••• • _ 1 MIAMiCti4DE ntlAMI DADECOUNTY a £• R UCT CONTROL SECTION AEPARTMENT OF REGULATORY AND ECONOMIC RESOU ( ) l t 805 Sw 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION 6,311-2110 F,186,111-1199 NOTICE OF ACCEPTANCE OA W. as Wa e. ovtero amv Sunshine Windows Manufacturing,Inc. 1745 W.33`4 Place F 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. I)FSCRIPTION:Series 1120011191-011 Outswing Aluminum French Door-L.M.I. APPROVAL DOCUMENT:Drawing No.FD01-13,titled"Series 2001 Aluminum French Door-Impact Resistant Glass,sheets 01 through 08 of 08,dated 04/02/08,with the latest revision dated 04/19/14,prepared by manufacturer,signed and sealed by Francisco Hernandez,P.E.,bearing the Miami-Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 0•• � REVISION of this NOA shall be considered after a renewal application has been Bled and there has been .� no change in the applicable building code negatively affecting the performance of thid'VAust. :..• .••• • TERMINATION of this NOA will occur after the expiration date or if there has bee?111flision or change I..•• in the materials,use,and/or manufacture.of the product or process.Misuse of this Nth 1s an endorsement6��• of any product,for sales,advertising or any other purposes shall automatically termir*181919 NOAVF'al re •• to comply with any section of this NOA shall be cause for termination and removal of *see ADVERTISEMENT: The NOA number preceded by the words Miami-Dade C911mV, Florlf a Band •; followed by the expiration date may be displayed in advertising literature. If any po�ie+l•af 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 3 n aaut)cturer ol•its • • distributors and shall be available for inspection at the job site at the request of the Building Official. *ego This NOA revises and renews NOA No. 13-0416.16 and consists of this page I and evidence pages E--1 and B-2,and Green Sustainable Attributes(GSA)page G-1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14-0109.06 Expiration Date: May 08,2018 Approval Date: May 08,2014 Page 1 I Sunshine Windows Manufacturinm Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.FD01-13,titled"Series 2001 Aluminum French Door-Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision dated 04/19/14,prepared by manufacturer,signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test report on: 1) "Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Side-Hinged Door Systems,per FBC, chapter 24113.2.1,TAS 202-94 and per AAMA 1304-D2 along with marked-up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7262,dated 05/15/13,signed and sealed by Marlin D.Brinson,P.E. 2. Test report on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Side-Hinged Door Systems,per FBC,chapter 24113.2.1,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, arc., .Test Its M*No. ••••;• FTL--3399,dated 08/16/02,signed and sealed by Joseph C.Ch4.0.l2. ;• •; '. (Submitted under prepious NOA No. 02-1104.03) 000000 "• • C. CALCULATIONS 0 •••••• ..... 1. Anchor verification calculations and structural analysis, compbU wvith the.] k�rida ••••• Building Code, prepared, dated 10/15/13,signed and sealed byj'uhaisco Iei6ndez, ••":' P.E. • 2. Glazing complies with ASTM E1300-98/04 • • 0 ...... D. QUALITY ASSURANCE ' 1. Miami Dade Department of Regulatory and Economic Resources(RER). Jaime.D.Gascon,P.']G.. Product Control Section Supervisor NOA No.14-0109.06 Expiration Date: May 08,2018 Approval Date: May 08,2014 E-1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNenmurs&Co.,Inc. for their"DuPont Butaeite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (TMA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010 and with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 12/05/13, signed and sealed by Francisco Hernandez,P.E. 2. Statement letter of no financial interest and independence, issued, dated 12/05/13, 1, signed and sealed by Francisco Hernandez,P.E. 3. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report FTL-7262,dated 05/15/13,signed&sealed by Marlin D.Brinson,P.E. 4. Laboratory addendum letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No.FTL--3399,dated 04/24/03,signed and sealed Joseph C.Chan,P.E. (Submitted under previous NOA No. 02-1104.03) 5. 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 NDA No. 02-1104.03) G. OTHERS 1. Notice of Acceptance No. 13-0416.16,issued to Sunshine Windows Manufacturing, Inc.for their Series"2001 French"8-Ft.Outswing Aluminum Glazed Door;L.M.I., approved on 05/09/13 and expiring on 05/08/14. •• •••••• 2. NFRC I-Factor, SHGC, VT & Condensation Resistance V.Qftipbter 9iigtion •. Report on: DDFR "Test Procedure for Measuring the &wqy•State Thermal • Transmittance of Fenestration Systems"of the series 2001 Alumitim glazed oulswing •••• French door at all members, along with attached Description Utuly l&bin .....• Appendix, submittal Form and Drawings, marked-up by Pjjj%tration fisting •• ••• Laboratory, Inc., Simulation Report No. FTI.-7625, pages 01 tA 0$.8f 05,444uding •••• Miami--Dade County NOA No. 12=-0209.05 approval drawings,sheet&01 to 07 bf 07, dated 12/03/13 and signed by Jose Sanchez, NFRC Certified: Sim421a oUn- ;•••• Responsible-Charge(CSIRC). •••••• Jaime D.Gascon,JKE. Product Control Section Supervispr NOA No.14-0109.06 Expiration Date: May 08,2018 Approval]Date: May 08,2014 E-2 Sunshine Windows Manufacturing, Inc. NOTICE GP ACCEPTANCE: EVIDENCE SUBMITTED TED 1. GREEN SUSTAINABLE ATTRIBUTES(GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami-Dade County, Department of Regulatory and Economic Resources(RER),Product Control Section(PCS). lD No. Simulation Report Product Glazing Components: G.8: G9: Na.: Description U--Value SIIGC 01-00 3/16 Clear 1.07 0.57 01--01 3/16 Solar Bronze 1.07 0.46 01-02 3/16 Solar Gray 1.07 0.43 01-03 3/16 Solex 1.07 0.45 01--04 1/4 Clear 1.07 0.56 01-05 1/4 Solar Bronze 2.07 0.44 01-06 1/4 Solar Gra 1.07 0.41 01-07_ 114 Solex 1.07 0.43 02-00 IFTL- 625 DD ` 1/8 clr./0.090 Sailex IIIG/1/8c1r. 1.03 0.51 02-01 1/8 c1r./0.090 Saflex MG/118 bronze 1,03 0.45 02-02 1/8 bronze/0.090 Saflex MG/1/8 bronze 1.03 0.40 02-03 1/8 cir./0.090 Saflex IIIG/1/8 1.03 0.43 02-04 1/8 gxayj 0.090 Saflex MG/1/8 ggy 1.03 0.37 03--00 . 1/8-SB60/0.090 PVB 1/8 c[r. 1.03 0.32 04-00 1/8 Solar /0.090 PVB 1/8-SB60 1.03 0.31 05-00 1/8 Solar /0.090 PVB 1/8-SB70XL 1.03 1 0.27 Le end :006:0 • 0000. . Deciti : .0.Abbreis o •" PVB PolyVinyl Inteda r ---"goo* 0•• 0 0 0 0 :. Saflex RIG Clear Saflex Interlayer •0•• 6 . • 0000.. c1r. Clear Wass .6. 699 • SB60 PPG Sofarban 60 or 70 #2 Surface T ical • 0 • ••••• SB70XL PPG Solarban 60 or 70 @ 92 Surface Typical •••• 6 6 6 6 ••••• 000000 .•..• • 666 0000 666 • • 66 0 0 6660 6 . . • 0000.. • 6 • • • • 6606 :0060: 0000 CL�J✓�� Jaime D.,Gascon, .E. Product Control Section Supervisor NOA No.14-0109.06 Expiration Date: May 08,201.8 Approval Date: May 08,2014 G-1 SEE INTERLOCK CLUSTER GENERALNOTES: 'w m: ��8°1jj...1��a° FIC ...1�� B° 12° DETAILS ON SHEET 2 OF 8 5 . MAT I MAX.' MOW I- THIS PRODUCT MEETS THE REQUIREMENTS OF 2010 ( p 18 2: SHUTTERS ARE NOT REQUIRED. REFERENCE TEST REPORT FTL - 7262 DATED ON 4/18/2013. 6 g / 16 p 4.- FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET 6 OF 8. SEE *md0dt1Ti8g,MC. CLUSTERS DETAILS ON SHEET 2 OF 8 AND ALSO TYPICAL DETAIS ON 1743%3Ud P?m d 4a 4 3MIM2 �7/8'� 28 7/8 \ SHEETS 3, 4 AND 8 OF�8. F�„(ws)Js._�az MAX. D.L.O. MAX. D.L.O. tl3tttheas-arts WIDTH \ to 8.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO SUSTAIN � V AND TRANSFER LOADS IMPOSED BY GLAZING SYSTEM TO THE STRUCTURE �\ AND SHALL BE APPROVED 8Y BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. MM 8- GREATER D STRUCTURE SHALL BE SOUTHERN YELLOW PINE G 088 OF N 15 w PLATES 15 8-�/ 7. CONCRETE/ MASONRY STRUCTURE FOR DOOR ATTACHMENT SHALL COMPLY \ 14 \\ 14 °\ WITH THE FOLLOWING REQUIREMENTS: �G - CONCRETE STRENGTH fc'28 m 3000 PSI MIN. V \ \ - CMU AS PER ASTM ego.-NORMAL WOW WITH A MINIMUM COMPRESSIVE \ \ A STRENGTH OF CONCRETE MASONRY UNIT OF 1900 PSI. REV. - FILLED CMU fm' ® 2000 PSI MIN. \\ 8: THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL BE NO LESS �p THAN 1/8°.ALUMINUM SHALL BE 6083-T8. tV d ALUMINUM IN CONTACT WITH CISSIMILAR MATERIALS SHALL BE PROTECTED 16 (BY OTHERS)AS SPECIFIED IN SECTION 2003.8.4 OF THE FBG. ( S° 12° 16 t0.- STEEL HOST STRUCTURE SHALL BE NOT LESS THAN 18 GAUGE IN 8° 12" THICKNESS WITH FY - 36 KS1 MIN. MAX. MAX. DETAILS ET 2 OF 8 11.- DOORS REQMNG FULL USER PASSAGE SHALL COMPLY WITH EGRESS ° REQUIREMENTS PER 2010 FLORIDA BUILDING CODE,SECTION 1008.1.1 37' (MEANS OF EGRESS)AND 2012 FLORIDA ACCESSIBILITY CODE, SECTION MMAX. DOOR FRAME WIDTH AX. DOOR FRAME WIDTH 402.2.3 (CLEAR WIDTH AND MANEUVERING CLE~CES). ELEVATIONI S 12- COLONIAL MUNTI S CAN BE APPLIED. I&- SEE FRAME CORNERS AND PANEL CORNERS DETAILS ON SHEET 8 OF a. DESIGN PRESSURES t4.- USE NDN-SHRINK, NON-METALLIC HYDRAULIC CEMENT GROUT PER ASTM DOOR LEAF DESIGN PRESSURE (PSE) C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. MAX DOOR WIDTH INDEX OF DRAWINGS FRAME HEIGHT (NOMINAL) EXT- (+) INT, (—) 1 OF 8 : DOOR ELEVATIONS, DESIGN PRESSURES CHART, ° 3'-0° 77.13 77.13 GENERAL NOTES AND INDEX OF DRAWINGS. 8'-0 2'-6° * 80.00 89.13 2 OF 8 : INTERLOCK CLUSTERS LX7AILS 8„ 3'-0° 80.00 50.00 •• •• • ��- • _Ty • 80.00 90.00 � 3 OF 8 : TYPICAL HEAD SECTIONS. • 06 0 4 OF 8 : TYPICAL.JAMB SECTIONS. ••• • �� FOR OOGN U 3'-0 SEE NOTE 11. DWANG No. 5 Of 8 :TYPICAL SILL SECTIONS. •• ••• FUSH BOLTS: •• NP.D F 01 13 PRODIICf RLNB { 6 OF 8 : HORIZONTAL SECTIONS & INSTALLATION NOTES. 1.-TOTAL OF 4(2 AT ACTIVE LEAF AND 2 AT UACTNE snxa"`i yuco$, tlffith°rtda � DATES 06116/20 13 7 OF 8 :VERTICAL SECTIONS & MATERIAL UST. : •:• • LEAF i�CtOR FLUSH•0601 SHALL ENGAGED IN A.0taon too f�� 8 A r I� stXJ E NLS on T 8 OF 8: CORNER DETAILS. ••• • • TO MGNAtiFIIEVB�THE GN PRESSURES SHOWN FRANCISCO IDA PE E SIfEET 1 OF e • • • • • fIiART Ag))�, •• Miami 3aProaudcontm FLOR # 81393 • • • ••• • • Sta�Iin8 Ihrldm udaw$k. 1746 W.3ld r HWWA Fwd*amts DOUBLE ift(305)334—SM DOUBLE DOOR DOUBLE DOOR DuORt3os�»e—stts �D�LINEDOOR Cam UNE 4— 1/4'0 ULTRACONS 4—S/18'O ULTRAOONS ` 4 — t/4"� SCR FLEX WITH 1 1/4°MN EMBEDMENT r WITH 1 1/2'MN. EMBEDMENT + SELF L1MET SCREWS Q INTO WOOD. I THREADS METAL WITH MIN. 3 Ni0 CONCRETE. THREADS BEYOND THE P6 4" 4'• 4" 4" 4. 4" 4" 4" 4. 4.. 4" 4" SUBSTRATE. Cd c W ® w a CLUSTER DETAIL CLUSTER DETAIL CLUSTER DETAIL FOR ATTACHMENT TO CONCRETE FOR ATTACHMENT TO WOOD FOR ATTACHMENT TO METAL WITH OR W/O WOOD BUCKS AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL so Gee INTERLOCK CLUSTERS DETAILS 0 Goo• • L •• ••• •• • • • •• pRwucrRSNBWWE �'— oa comPlYi�w(th tlmFlarwa tj+®�6.s� pm,-i 4— 1lmtceAube • • • • i•• • ••• • • i FRANCISCO HERNANDEZ • • • • • i• •• •• hli a Omit Produet ontrol \ FLORIDA PE 81393 • • • • • • • • • • • 1/4"0 KWlK FLEX SELF DRILLING 2 1/2" �"0 ULTRACON WITH 1 1/4° MIN. 1/4'0EWBED ENT INTO ONCWITH 1 1/4° MIN. SCREWS THROUGH METALMEN, EOAIEPIT pJTO CONCRETE MENT INTO CONCRETE. 2 1/2" WITH MIN. 3 THREADS BEYOND EDGE DISTANCE FOR MAX. ANCHOR SPACNG SEE MIN. FOR MAX. ANCHOR SPACING SEE 1" THE SUB.�TRAT& .;, �: .•"••• '. 0"MONS ON SHEET 1 OF 8 AND EDGE DISTANCE ELEVATIONS ON SHEET 1 OF 8 AND MIN. FOR MAX. ANCHOR SPACING CLUSTER DETAILS ON SH.ET 2 OF 8. CLUSTER DETAILS ON SHEET 2 OF S. �- E.D. SEE ELEVATIONS ON SHEET 1 OF 8AND y =•x< m J I SHEET 2U OF g. AILS ON V �z 1'e' FAft % F90(306)364—SM a .— e. Pott(308)B28^61i8 I" BY WOOD BUCK BY ^ OTHERS MUST l� PROPERLY SEALED AND ANCHORED TO ITT,Ir AN TR THE STRUCTURE ANO I \TRANSFER LOADS TO METAL STRUCTURAL MEMBER BY APPROVED BY BU{NDUJG I I 7IIOTHERS SHALL BE MINIMUM 18 . GAUGE AND SHAH 1WTHSTArroOLT OfF1C1AL. TO I I FLUSH BOLT ANCHOR SHEAR FORCES.DOOR tNSTAtJATION. I I t NGAGEMEPTt INSTALlAT10N SHALL BEME I t INTO FRAME I I APPROVED BY BUtLDINO r�oucH 1" x /B" 1 I 1" X 8/8" ( I HOLE OFFP3K PRIOR TO DOORwsrauAnoN. EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR ( ATTACHMEVr TO MASONRY ATTACHMENT TO CONCRETE ATTACHMENT TO METAL STRUCT. W THROUGH I%WOOD BUCK WITHOUT WOOD BUCK ® a t" 1" MINN: 1/4'QS KNIK FLEX SELF DRILLING ME.tpN•. ' i SCREWS THROUGH METAL Nude-DARE CODS WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. civ WOODEN STRUCTURE OR APPROVED LLULLION. FOR MAX. ANCHOR SPACING 2 X WOOD BUCK (BY OTHERS). 1/(UNDERNOA SEE ELEVATIONS ON SHEET 1 OF 8 W000 BUCK MUST PRO Ll' AND CLUSTER DETAILS ON ATTACHED TO TRANSFER GLAZING SHEET 2 OF g, SYSTEM LOADS PD THE STRUCTURE W. ULTRACON WITH 1 1/2 -� AND APPROVED BY WINDOBUILDIW 2 NLN. EMBEDMENT INTO WOOD. � INSTALLATION. TO W1NtmW FOR MAX. ANCHOR SPACING SEE CCL.USTEERRNo TAILS�INN SEET HEET OF 2 o S. IT TI I 1 718" MtN. FOR CLUSTER USE S/WO 14 I I FLUSH BOLT ULTRACON WITH III 1II ° iii1i12i" ENGAGEeW ••�• MKW ,i • I I MBIN. LT•E � O INTO Fi THRO .1" X Udl'0 FRAME HOLE. • • • • • • • • THROUGH 1" X 6/8" q`! n i� ORavwWG Ito. I I INTERIOR ••• •• EXTERIOR I I HOLE. J��KJ PRCDUCf RNNBItlHU FDO 3-13 ! EXTERIOR INTERIOR as comPlyln$�oGhpeaPloridn oATEOB,s , TYPICAi HEAD BBC TIO}�iS �• Datld ngCode Off, p .Aecaptonca hb p �I 1�-�tA I� SCALER W.T.S. • • _ • Fill� FRANCISCO HERNANDEZ SHEET 3 OF 8 ATTACHMENT TOMULLIC1iN: : • • • :. jjTACHMENTTOWOOD r;y.� FLORA PE 61383 • •• • •• Miami Us Piaducl Conk ••• • • • • • • • • • • • • • • • • • r 1 1" X WOOD BUCK BY OTHERS MUST BE t t 1 4" SHIM A ' PROPERLY SEALED AND ANCHORED TO I MAX. (TYP) TRANSFER LOADS TO THE STRUCTURE AND WOODEN STRUCTURE OR APPROVED BY BUILDING OFFICIAL PRIOR TO 2 X WOOD BUCK (BY OTHERS)). .IIIIIN tB vrmdowa 4 DOOR INSTALLATION. WOOD BUCKS MUST BE PROPERLY l6down X10. ° 1/4"� ULTRACON WITH 1 1/4" MIN. ATTACHED TO TRANSFER GLAZING 1745 w 33r4 Pisa SYSTEM LOADS TO THE STRUCTURE mww%taa=2 EMBEDMENT INTO CONCRETE. AND SHALL SE APPROVED BY Pic(303)3e4-"a2 e' FOR MAX. ANCHOR SPACING SEE ELEVA71 ONS BUILDING OFFICIAL PRIOR TO 0amc(�aTaze-t1/e ON SHEET 1 OF S. WINDOW INSTALLATION 1 1/4" 1 1/2" MIN. INTERIOR MIN. E ULTRACON WITH 1 1/x" MIN• INTERIOR MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ' I ELEVATIONS ON SHEET 1 OF 8. °�•, MWMI-DAOE COUNTY e° APPROVED MULLION J!�_ (UNDER SEPARATE NOA) EXTERIOR a ° 1 I 1/4" EXTERIOR 1/4" KWIK FLEX SELF DRILLING �C MAX (TYP) r THROUGH METAL WITH MIN. ATT ACHMLWr TO WOOD r'+� ° 3 THREADS BEYOND THE SUBSTATE. e$� FOR MAX. ANCHOR SPACING SEE METAL STRUCTURAL MEMBER BY ELEVATIONS ON SHEET 1 OF S. OTHERS SHALL BE MINIMUM 1/4" SHIM 18 GAUGE AND SHALL NTMSTAND ATTACHMENT TO CONCRETEMAx. (TYP ANCHOR SHEAR FORCES. THROUGH 1 X WOOD BUCK INTERIOR INSTAL A71ON SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO W DOOR INSTALLATION. ® (Wh a 1/4" KWIK FLEX SELF DRILLING THROUGH METAL WITH MIN. ;i CiE 3 THREADS BEYOND THE SUBSTATE. FOR MAX, ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. /� " NDMENT 1/4" SHIM G EXTERIOR INTERIOR I1V7 CONCRETE. MAX. Com' FOR MAX. ANCHOR SPACING ATTACHMENT TO MULLION 4 ° SEE ELEVATIONS ON SHEET 1 OF B 1 MINA" INTERIOR p EXTERIOR • • •• ATTACHMENT TO METAL STRUCT. • • • • . . . `�z s ••; •." :•: [��. IC�A�LA1�1B SEIEI SOWNING No.. EXT-ERIfi3RFDO1-13 N ° PRODUC'9'RB41hibe ( e+' But1sedfhtdePimida ®!G� DA7E:OS./18/2013 ATTACHM 19-CONVMM. •.. .•• a P+OWN* L{'-{�-?sDiN SCALES NJ—% WITHO T WOOD BU.Cjj ; ; : j` 28 FRANCISCO HERNANDEL • FLORIDA PE 9 81393 r a 9 V• •• • • • •• •• •• d8mn Dade Product ConxoV • too •• J 'm :T x axc:. m r•'.'i» mr» PTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY $1 $tl@ a'fU1dOW8 HIGH STRENGTH GROUT. HIGH STRENGTH GROUT.- OTHERS. W MUST BE MIN. 3 KSI. MUST BE MIN, 3 KSI. 1749 W.3&d Rm NON SHRINK, NON METALIC I 1 NON SHRINE, NON METALIC I I W*164,fwdo ma PER ASTM F 1117. I 1 PER ASTM F 1117, I I tw(MS)3s4-aria EXTERIOR i i INTERIOR EXTERIOR t i INTERIOR 2 X WO STRUCTURE OR II 2 X WOOD BUCK BY OTHERS. I ) WOOD BUCKS MUST BE PROPERLY ATTACHED TO 7/8" MIN. t 1 4 r i TRANSFER GLAZING SYSTEM FLUSH BOLT LOADS TO THE STRUCTURE AND ENGAGEMENT envN ' APPROVED BY BUILDING INTO FRAME MN. OFFICIAL PRIOR TO WND OW THOUGH " X 5/S" 7/ � INSTALLATION HOLE. d ENGAGEMENT a' \� 1/4-0ULTRACON WITH 1 1/4" MIN. THROUGH INTO FRAME X 5/8" EMBEDMENT INTO CONCRETE. HOLE. - ,�^ a , FOR MAX. ANCHOR SPACING SEE a ELEVATIONS ON SHEET i OF 8 AND Vs CLUSTER DETAILS ON SHEET 2 OF 8. �?" t j4"Q ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. MN. EDGE DIST, FOR MAX. ANCHOR SPACING SEE ELEVA11ONS ON SHEET 1 OF 8. ATTACHMENT TO CONCRETE FOR INTERLOCK CLUSTER USE 5/8.0 ULTRACONS WITH 1 1/2" ( ANN. EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS ON SHEET 2 OF 8. rA ATTACHMENT TO WOOD METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUMGLAZING DETAIL HIGH STRENGTH GROUT. 18 GAUGE AND SHALL --T-- MUST BEMN. 3 K51. WITHSTAND ANCHOR SHEAR 0.090" PJB INTERLAYER NON SHRINK, NON METAIIC I I FORCES. INSTALLATION SHALL BY E.I. DUPONT. PER ASTM F 1117. 1 1 BE APPROVED BY BUILDING 1/9" HEAT I 1 OFFICIAL PRIOR TO DOOR STRENGTHENED —1/8" HEAT I I INSIALLiNTM GLASS STRENGTHENED GLASI EXTERIOR II INTERIOR ARCHI I EXTERIOR, ARCHITECTURAL PERIMETER TRIM 1/2" GLASS BITE (OPTIONAL) (MINIMUM) 7/5" MIN. " ENGAGEMENT 1/4„ s • • TYPICAL SILL'SECTIONS ` o0 c"X3ERNING 999 INTO FRAME ---1 THROUGH 1" X 9/8" D� K9� 1 • i • HOLE. ` MET WITH MIN. 3 4*READS• •• • $ ` BEYOND THE ,• • • 1" SEEEE•O tVA "ON% EET 1 OFA 8 AND• lutaw1 1 IN. EDGE DISI. CLUSTER DETAILS ON SHEET 2 OF B. pgptiUCTRp�gp,gp FD01—7 3 +�comld7lars%%th dw Plod DATE:OS/18/2D1A I)Wldi"p .0 /1 e 1104 a� ATTACHME]WTTOf&ETAt • • • • �'°�,on l �$/ZG✓"�.S y''I�-Z¢st sate: was. FRANCISCO HEIWNDEZ i•• i • i•i i • • • ��.� FLORIDA PE # 51393 • • • • • • • • • • • a z e INTERIOR '+ 3 S S 6 1 7 6 S S 3 1748 W 381d Pkos MCI"Fbft 3Mt1 Ph,(36SP54—SM Few(3QSJS28—St 78 is AA 6 EXTERIOR O 6 DOABLE DOOR FRAME WIDTH V V INSTALLATION NOTES 1.— FOR ANCHOR. MA)L SPACING SEE DOOR ELEVATION ON SHEET 1 OF B. a p��] 2-FOR ANCHOR UdSTALLATION AND CLUSTER DETAILS SEE 2 ( SHEET E 52 O B AND TYPICAL SECTIONS ON SHEETS 3, OF z INTERIOR B 3:FOR ATTACHMENT INTO CONCRETE THROUGH 1 X WOOD BUCK USE 1/4"0 ULTRACON BY ELCO 8 13 S S 6 WITH 1 1/a° MIN. EMBEDMENT INTO CONCRETE a AND 2 1/2° MLN. EDGE DISTANCE. 4.-FOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCKS USE 1/4°O ULTRACON BY ELCO WITH 1 1/4" MIN, EMBEDMENT INTO CONCRETE AND 2 i/2°MIN. EDGE °■ DISTANCE, S.-FOR ATTACHMENT TO WOODEN STRUCTURE OR 2 X WOOD BUCK USE 1/4° 0 ULTRACON BY ELCO WITH1 1EDGE DISTANCE.EMBEDMENT BEDM N INTOSTEWOOD R DETAIN) O 6 EXTERIOR O 6.-FOR ATTACHMENT TO STEEL. MEMBERS (18 MIN, GAUGE) BINDLE DOOR FRAME WIDTH OR ALUMINUM MEMBERS (1/8° MIN.WALL THICKNESS) USE 1/4° KWIK-FLEX SELF DRILLING SCREWS. 7.-USE HIGH STRENGTH, N*P-S •MQqF�• • •• GROUT (MIN 3 KSI) B�s.13A a A,AID THE CONCRETE SLAB NU Y gL0Y0 i •SIIk•• • •• ••• •• HORIZONTAL SECTIONS PRODUCTN0. ��„D FQ01-13 a,wn,7aglog with are Ptortda 73utM6,gcoao /G�tB C� 'laizots •.. • ..• •�• •�• neceptomm r2o • • , (q '�- -2o1�f scaLE: N.T.S. • ••• • • • '^ FRAN;;S HERNANDEZ • • • • • • i• i• 9 FLORIDA PE 5L393 SHEET 8 OF e • •• • •• Miawl Dada Product C pppp- MATERIAL LIST 62 No PART OTY PART DESCFJMN STM- ria gni:v ` 1 GAS-46913 1 PRAMS NEM 6083-18 sm NOTE 1 GAS-46912 2 FRAME JAMB 8083-78 x1 118 iBd0'u99 ON SItEEr 7 OF 8 $ 3 GAS-48918 1 FRAME SIU. 6083-TB �Otlt¢OC�irtA9;ui4 4 CM-48614 4 PANEL.TOP AND BOTTOM RAIL 8083-TB 1746 W.Ssre Plan Wedu Panda=2 8 GAS-46910 4 PANEL.STILE 8083-78 Ph,(3M334-M2 1 8 GAS-46917 3/LEAVE HMOE 8083-78 Pmn(363626-e11e 7 GIS-48916 1 ADAPTER 6983-TO L 8 GAS-40923 AS RWD FIAT ML COM 6983-76 v TI 1 10 9J W-49911 OPrIOM PERWEM va x"76 I 1 10 1LY73 AS RWO 10 X I-smtm ORM£5 STEEL lid I 1 11 1MB1e AS REWO 10 X 1 112"SCREWS ORAD£8 - 1 12 SM.ANT AS MWO ow CORMINO 698 SIUCONE EXTERIOR I I INTERIOR 13 W33321Ni(0020 AS OWD ULTRA FIN WEATNERVAL sr ULTRAFAS•187 X.320 POLYPROPnM 1 I 1 14 RA-209oL3 MMSP 1 LOCK( Too ZINC 15 RA-209DZIASHP 1 LOOK(DEAD BOLT) SNC 18 FLUSH BOLTS 2/LEAVE FLUSH BOLTS zm/S• Q LAMDLgW L.M.L RESISAW CUSS 47 X160HT-100 AS REWD D SE=N FDAtd RI P.SEAL EPOM w (118"H.S.GLASS+OSA DP+ 118°H.3 GUSS) 9 O 07 0 11 g a o $ I I I 1 I 11 5.00 5.00 5.00� 0 II 3 O O 3 1 2 1 N .687' 1. tFt � 820SEE NL_� O.=7 OF 8 O 4.00 I 4.375 'I VERTICAL SECTIONS r . . . 1.-718°MIN,FLUSH BOLT ENOAO£MENr. ••• ••i ♦• • • • •• DRANNO Na 3.50 .85 FDO'I—13 ( PRODl7CT REN81VIR7 os emnplying with dm Aloridn �-y DATE;05,118/2013 • ••• • ••• t R 1••• ••• O Doifdo;erada a t,J�' y.,,-I G,��1�[ g�� T.S. ••• • FRANCISCO HERNANDEZ i• ♦ • • • • i• i• FLORIDA PE # 51393 SHEET 7 OF 8 • TOP CORNER : : xa_fix 2 10 BY 1" PH. PAN HEAD SMS TOP CORNER z= . '' 2 10 BY 1 1/2b PH.� ftdo*ff4 FLAT HEAD SMS 1743 W.33rd Phn Plu(3 )384wd.37018 \ �.�es-3118 � m CJ t. 2 10 BY 1 1/2" PH. FLAT HEAD SMS a o 2 10 BY 1" PH. PAN HEAD SMS \ BOTTOM CORN R • • •• BOTTOM CORNER DOOR FRAMECORNrERN •• DOOR PANEL CORNERS $ •• --SMA: NTS• • • • •• SCALE; NTS oRnalydo Na PnoDurrHu�="nso /`��, � �WvV FD08-01 �'— na n1.11�67�N4:iw FlotWa/ )c ®V III .rSTg GATE:Q�f 1612013 • ••• : ••• ••• ••• pc.•••�s.:x.:dda - Z 8 • • • • F,.'„'•a,'m �(G1,,,go1'T SCALEe N.T.S •N • ••• • • • - SC`b HSRNANDEZ • • • • • •• • •• •• E i +ri ilwW?advct Cwwo"^- FLORIDA PE # 51393 SHEET 8 OF e