The URL can be used to link to this page

REV-16-2853BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED OCT ?al2016 BY • AMA c4A SCJ FBC 201 4 Master Permit No. k / S /cq; T Sub Permit No. �'J 10-1 (, —28E23 i' BUILDING ELECTRIC ROOFING REVISION ❑ EXTENSION El RENEWAL [PLUMBING [ MECHANICAL [PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /c rO NE /0 5sr City: Miami Shores County: Miami Dade Zio: 3s/S g Folio/Parcel#: a/91117_ A2 g© f304 0 Is the Building Historically Designated: Yes NO NC Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): A1 lopt 6. /4LL II#e/) Phone#: 3AB q4S� A I i7 Address: AnTO 6 O i /Q—cif— City: 't I �- City: �M St S /40, 6i ate: I L Zip: 3S/3/ Tenant/Lessseee/�Name: Ni# Phone#: .(z"A Email: tLLUAeIi 0 7Set.LSOOTAtAler CONTRACTOR: Company Name: 0 %1w91/c--e g W Le l Phone#:305-dQ_I 'S ) Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: ANNE ACTA(ipfftI Mite1 tree el Phone#: 3or65'g Ogg'° Address: AIR 63 0 S V,21 c' r city: ( ONUT Ot te: A'- Zip: 33/S3 .9°° CD Value of Work for this Permit: $ i%o Square/Linear Fob; age of Work: 4 Type of Work: ❑ Addition ❑ Alteration I:]New i' Repair/Replace 1:=1 Demolition Description of Work: 449M7ESAM/MOM— COYNAMi ramie a L(, 77 c L c',aNAE To/cer 11))X7uRc o OkaftfAC SAW CAISsil rugs /1t170 SAIOUVe a c41. e i Guy)troa) .2: g- ,c>A> Specify color of color thru tile: Submittal Fee $ ICC Permit Fee $ 10 0 CCF $ 0 . 9. CO/CC $ " Scanning Fee $ L Radon Fee $ Z . esp DB/PR_ $ Z Z. Notary $ 6 Technology Fee $ • Training/Education Fee $ . CO O Double Fee $ Structural Reviews $ Bond $ +,- TOTAL FEE NOW DUE $ • (Revisedo2/24/2014) 0 25 , 8O • 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: 1 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 pastertarthe job site for the first ins ction which occurs seven (7) d•.s after the building permit is issued. In the absence of such posted notice, the inspection will of be`• prow and a reinspe f� will be charged. Signature /��, , . Signature OWNER or As 'r+T CONTRACTOR The foregoing instrument was ackn fledged before memthis The foregoing instrument was acknowledged before me this ' / 18 day of c' t Q�� , 20 (1n , by day of , 20 . by � 4-1 F (� 13 _.k) Vh(o�� iq ieersonaily known to , who is personally known to me or who has produced �,i� - uFe_ tJC! J'.. ' me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY LIC: NOTARY PUBLIC: .Re Sign: Print: Seal: sl Nip -��1 ********* -,tgi Ns; Notary Public State of Florida ? e Sindia Alvarez o My Commission FF 156750 st***E4 ires 0 910034201 8 Sign: Print: Seal: APPROVED BY Plans Examiner Zoning (Revlsed02/24/2014) Structural Review Clerk Anne Jackaway Architecture, Inc. Serving Clients Globally 263o Southwest 28th Street, Suite 62, Coconut Grove, Florida 33133 USA 305.381-5811 office ajackaway@jackawayarchitects.com AA26001569 www.JackawayArchitects.com 18 October 2016 Alluard Residence 1050 NE 105 Street Miami Shores, Fl Scope of New Work: Effective today we are submitting post permit revisions that reflect finish and fixture changes to Bathroom 1, and revisions to the NOA's of one window and door. s. OCT 1U1ti • • • ••• • •• • •••••• • •••••• •d••• • • •••••• •••••• • •••••• • .••••i ••••• OOOOOO • • • OOO OOOOO • • • •• • • ••• ••• • • • ••••• •••• •••••• • ••••:• • • • •• + • • • • ••••••• •••••• ••• • •• ••••• •••• • • • • • •• . Anne Jackaway Architecture, Inc. Serving Clients Globally 263o Southwest 28th Street, Suite 62, Coconut Grove, Florida 33133 USA 305.381-58u office ajackaway@jackawayarchitects.com AA26001569 www.JackawayArchitects.com 18 October 2016 Alluard Residence 1050 NE 105 Street Miami Shores, F1 Scope of New Work: Effective today we are submitting post permit revisions that reflect finish and fixture changes to Bathroom 1, and revisions to the NOA's of one window and door. • ' • . • •••••• • OOOOOO •••• • • •.•• •••••• • • ••• •• OOO • • • • • • • • • • •• •• . • • OOOOOO• .•.••• •••. • • • • •••• • •••••. • • • • . •••••• ••••.• • • • •••.. 00000 •••• • • • •..••• • •.•• •••••• • • 00000• • • •••••• .. • • • •• • P ALLUARD residence -1050 NE 105 St, Miami Shores, FL 33138 Master Permit RC 15 — ELECTRICAL — From Sheet E2 No change in electrical. Bathroom receptacles and GFI outlets already on 20 Atti1QT • • . • . • .• • . . •••• . • • . . TYPE: LOAD CENTEREXIST1NG PANEL "C" M.1.0.I 0. BOAR RATED, SERVICE: 120/240 V. 3 w • •116'I11 KA • • • • • MOUNTING: SURFACE L K N : SEE PLAN. V.A. POLE TRIP WIRE COND REMARKS CKT. CKT. REMARKS COND WIE IMP. POLE qr. . (*] 1 15 #14 1/2" GNRAL LIGHTING 1 2 MASTER BEDRM 1/2" #14" 15 • I .[`"i: •' [*] 1 15 #14 1/2" GNRAL LIGHTING 3 4 BATHRM-2 LIGHTS 1/2" #12 20 I f ?j [*] 1 15 #14 1/2" GNRAL LIGHTING 5 6 FAMILY ROOM 1/2" #12 20 1 [*] 180 1 20 #121/2" BATHROOM GFI 7 8 FAMILY ROOM 1/2" #I2 20 I [*] [*] 1 15 #14 1/2" GNRAL LIGHTING 9 10 TERRACE LIGHTS I/2" #I4 15 I [*] 144D 1 20 #12 1/2" ELEC SHADES II 12 OUTDOOR LITES I/2" #14 15 1 [*] SPARE 13 14 SPARE SPARE 15 18 SPARE 2- # 6 THWN * BRANCH CIRCUITS TO BE RE 1- # 6 THWN NEUTRAL IN 1" CONDUIT * * NEW BRANCH CIRCUITS SEE NOTE lu13$T7,JCAL REVIF -USED MI PiRO • • • . • • • • • • • r -D M/- I_.� MATE LOAD CALCULATION PANEL "C": PANEL TOTAL LOAD: DEMAND FACTOR: FIRST 10000 v.a. I ! 100 % NEXT 6906 v.a. 40 % 3984 va 3984 ve 0 va SUB -TOTAL 3984 ve A/C LOAD I009: 0 vs 3984 / 240 = 17 Amps. EXISTING FEEDER CONDUCTOR: 3- # 6 THWN CU 3984 ve . • • ••• • •0 •• • • • • • • Yp1RAL *EW • • • • WNaa: • • • • G L11CMl 1949,116 MEM 0 017!31 0 M AQ LABOR. = 006 y E swot M 001200 141 0 /050 A 001E 9051741905174150/41 01 0150 AV OTs• • *11008100 01L1 070.1 Al 11 04*711066 410851.41 TO TN 1901511 TO BE *41010 ' ARCM 1100203 MLR. IT 4 NOT TN ONCE W VISE PLANS TO Sae 00911411* 50419 n 1 C0000101011. R. MOO NO SAWA®R Rt 100 914 El DG[ a ACC*1CM4) WN 1M'%AV001 wove war. may sou Al LRM 000*0 . 1119 TM Lm1 Ali 5740114 **105001.01 11 SE 11161* 44 • TEM 40 COWAN. BE FIRM= Or A MOM IEE 0 nom 0.0*8 . EOR4A11-140 VAW09. *310031 9441 W 201 A0 81411 *704 • • 1 4PROA0C VE 1110100 Elsa 9*ALL W *8111 94T19K • • • • 1- Rae A* 9e0laLG10 • 01013.1¢ T�OE `W` STRUCTURAL maNi�}NOT.a° 000LETE SET ��, E ncrodY140 AN R: }nuL:'LE Nm 19auxED i' -G'• • • • • • • jE-511[191: *RM TOMOS OR 010116 400' PROOS75 4405400 001/1.1510 0041 1011 114 4011 Eta ;AND YEPVY AL1 W TN CO1G*1614P Ma WS Mc MEW 10150®. 8- 8415 THE SiCUO CaWM:Tat 0011910 WALL MAIM: L 0:02W MOM OM 000001 MOM• LICENSE. O*0 W 7 A LST W ALL MOOR. RlStl6NT9 .lp •fIW�W1.�0 01 • 50414.34 TernW ef1*vT04a mac • • • • • 0.- OORITTAL00 CONTRACTOR SNAIL PPOYNE nl 1000* 161194¢1®PWTEC>� • ' 0114 PROPER.' Ori*0 120 NC *11374 n TVH LW .. PR*1 n 8* BE 1080*• TO • 1171E OMR PRM TO .0a0011017 Or RCM • • • • • CON• TK Pu7M 91403 No, 120 AL Rli .4.40140 WINO Pe NAEgla6. • • 70.01 09 �MM BE P00*vn IRE W44011C011a400 COMM 200 000 001�NTOR 0*LALL Take TN CFO= LL 49 NM onamom GYM i�'f OaNr C PAM9 r OMR TO EMT V1 PUNA W 001001/04 WEER L00111. Lp�lfNAN Oa Ufa Na DATE OF 411EPOSCL CORRECTION Cr OVECIS fiM�N41a WALL 011.12.012 AU. NAORKE 104 1010090 TRE n WEANS to A Plg4 �lC� 4400 *000171 WARM 190 9041 6811E RPoAWMIIIB OR RPP7W *7 OMR 727.440 W 0674447011 AAT HAY 4104 874 08000. t0- 000R0*1 CONRUCIta SOU. 00 NOT SCALE 900*7*1 o � *aaV S ® WV WORM RWi1001 *40 0020111 PITIOR TOI.0DRNT mammon 50/0204111 TELU008 AND 01009 441 NO11 M WNW= ON 1* RASA 091115 Al 1.0.101 150 0004 00606 0000. M 11O RIALS ARIA® TO MtEN®*Pb9L4tA0D CRO0 LONNO ORM= a4 PARI SOL 104M GINOW ACTM YAY * C11R fT0 PROM% t919N .43190119 TO Wt 1LOA LW .0d 01+071 D MTA 6 BA09L00111.0010101454Pt60 Br 150 MMR 0 TM M 4 MSW. ALL MOW NO PA•L SEES Sal Et WORD WORE 000010. VMS M ALL PN=1 S+AIt W MAN= BMW 0110. TRW 1EOYIEO M SaTRACTOR 9716 AM6T PANT BMW TO MOAN PROPER 121341+0 Of NL PNAMT O- l4Pm110M100100 LAM PAIN. 04m*ECT. ISR. M 011901ACMCn12 011011 MOM, Solt S 10044110 01 A P7RUmI41Y AMOCO IAWL U11.1 A MAY 1E17400 MGN W 10. 1- M4a0004W0.0140 II- • C41N a *40400 aW 931. W MAIM ON A 120102019RCEM* 5001940V2 MVO O 119 0420 SWIM W TN EECSO 1190181. 000K81. 18- RAM41S RACEVA 6 PLACED 4 M 720004 *IOWA 9389 OR 10ER000I4 WALL W Saad0E AO PLC W 94141 MAW 6.1.0N4O RGD 9140 (481. 0.- Own WW1 INSTALL A IMM R11 CORD W AMOMO STREWN 0 ALL 410 CO0*10A M 50C*t0 TOW IED 0 ON 001345 OU7011414 PREM BW9 MU 6 MAIM M PN A14 90L1 49000 r0 19.4x43 81310408 8 OEOK0* *100 AN ES EL194 9 [R .W 1O*PWOR M1W.KART OM 000,1001. 0494 -Mia[ NN 11- OE*1A16 440 51146 I04T 5110115 WOOS 1 w ALL 7* =NM.=NM.*1410 5720 A 11441 A 004 ROM V1 NNWNOPAgg W �Sou 01.102*11W aSNLANM TO 9404&4, RCP7A0A8 MN TN COMM 0.7*007*51. IO- • W®041804111040 Lt1C10AL .45113506 9200 W 14*140 AT Ir 10 WNTRK Sea Man ROP MESS 903910 001060. SO 11OOR RAIL W 91011¢ RAA 90R n1PHA6 10500 10011 SEE Otl04 • 200901 SUMO KaALL E30*tt ON AND TOMOS 961 *770 M 40CAL 00ECIR 0. 950. 12000010 S 1000 011 W 115134140 ant a7mtK a RAA AT 0 t00LL 411960 ROM 114 f Rat WIZ W AMMO COOT MSN* M EW OF MIL 9x- 70061 VH 194004119 910 411091 AW INSTALL ALL 410111 A0 LAWS AS CALLED 120 MVO PLANS O0 A9 S1ACE0 Or 0005 SI- MTh 190u0A 92000106 DAM= POW Val N 4/8 *171440 91014 T10 L00 ORRIN A *100401 W 1-0 SO Wan CE 0000010 00140®09 SN4l W 010* A &4*120 W N-0- NWT. 00- COM *ASR 02010 DTI 11102204. 4*0OSTALL NAW Awaa 7 3/, CSR 0* 4114 PPE way TO MOT OT CROON= BI61- 1030. Max. *509 194 CmMM Tn*O F'M TM k0AC TORI SGL R IMAM 0161 OHI 911100101 W 00 1130* 02000414. WARM 5*WA* WNW OTA0TW8. TIWO061AIS SHALL W 419100 0 WE *NAG 542031*. t0- C010011,1 10 0.EC50A. 418111 94111 W 00011012 010 5100116* Mean MONDE 404X5100* ®92044 A9 009119 T.- 8141+ ORmr as 110MRS FLONE00. 01100 NONA� LATIN0 NT. 90$4 1. 10. 0 loWW a�1100C * - 700040 0021015 NAL ROm oan 10{ alt ROM= 070 0 02.01204 0r*P1196 AS RN 0.0 ]*5 404a GC 01411 1 Tl 11. *401 S NOAA OMAN= Loa 10144!8 AS PN*0Oa@Wl NW 00 • 0- a A0Oal NM IBC 0000 G 1 LAaf • • • •• •• • • • • ••• • • • . • • • ONAECOMOSECERCHOICIESICECOIDE MR Tt •IIIA1EIESO • ••• 00811 DMA ESSER .Ia.®a ROL EE 9R01I00fl "Ica • •• • woo • • • • •• • Mame 0aWa S. _ . _... • w _ • - • • H! • EWAID0 mast •▪ 0 000i*I 000.1 --0 - • 84083411 • 0111/100 •003 -1010---- -- --- G01E00 1®18090704 nal 703 00100001 1O100EIW880E 001 801 00 80 0x1E*16 38/46. 0170 81050SONIELE4NIECRE ER 1I5001E4NIG00 X110 Mao ®m Ia ®a *49 •ID0 004 CMa �a 404 0011 414 Ea =Oa SOCA 000 0440 --`2201rcr WE NCR 110[ KM 1. 1 NEM. M 914 OO9g447LEC Mimi VOL L- CELS *RIG a WE MOOR 019 ND=N EM 004 00607 TNN 10 ffiA i- Meas. =0 NV 0194419 OW 9 *004 AS T6 S'Ae RmlGli NIT /0010116 DOLL 9IOW NOT LESS Oma 19 204E MNNMI NO 0 mW 0*0fl 811 Nal Woe 914010 S - a1 SN ROW=UCOART 1*1a1OlA NO NM emam.3 t "I "iiummmiL..__J• ...E -3L,1 7111 Lcili.1111LitirrTlicuma OM L IIJL•L.J _____ I_0 1.11_____ LauvGLLA MIL 0111 101110•111111111My au am uu �ul! 'miummiu 01110 a m WWIPDS ,SME 119L:JLJL•CI_21 1111L.••0111 viLCILICAL�1 MIIIIIl0tIr4I URA MLA 10111•101=11011 0.:1t r ( LIEIRAL410:1504 .aFULILLJL. �� 11r1U LM9 E�JULJ1, if _17•JLL.1 ��11.10101•t11111 E3OE7L L iu=sc11:1JLULJEJL1Ll 1*71000 ERRS NIC 0103 1004 =EntSE80 @140®0® *70/006 IMICEASEICI E'�ti`�IW 1111111•1101111111 •11110iw1111111111� 1 kiti i _r P` .L O L4AL3LIL1ION 1 �Jul1L_31104.i_7..14 . 4ly.]1>If:Jou�L7 LJul•1LJPiJ(_LS]©p 1j 14112016• u1uuL.1..u1 •111�L114 N'j 404 w 11114 at .� 111116 Luu�ut501 1_:IUYJ[u.ULy.�ll•JL_.L�..J,LlLJuulNl Lk7uuL:JGJImllfttll`3� il[JlJuulfll 2.020• PEITEOEMEARI0r0W1 EIRESIELEIVI Mart 1000405 890OdM WA= PON 222, ITEM 901505000 *7®GO*A 010007(3 I04a Oa O&M 03/90 9400116 Oa 4044 314114. 0011 00011 I-!411000 101 2.44/000 PrISIREMn. MME *1440 1221 1404/10.0 Eat (IIDE*I18IDL000W 110 WO1 sd8 umiamia4U0 pry 10 ****''44Y0000 4.0/7,0 IIMRE/a 0*5 PORT 100 41010®9 08 =OE 1447800/ 110' ER0. 0883 GEM SNIT 701 0* 49 00001 01000 9• 0*1 1R 10 I -081121 OTC= EXfS1IN6 ELECINICAI RISER DIAGRAM MANUE, A CID, PL IC 13910 STATE 011.080 *0* 4 MAIM L+4g8AI13S103 *9*415R11801 MOAN 40.ISM 20.0110 r 100000 8.02 11.1}0114 4, ® gave ELECTRICAL 80046 cacuta7[OEA E-2 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE OA PGT Industries, Inc. 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations gove materials. The documentation submitted has been reviewed and accepted Product Control Section to be used in Miami—Dade County and other Having Jurisdiction (AHJ). This NOA shall not be valid after 'the expiration date stated Control Section (In Miami—Dade County) and/ or the AHJ (in ar the right to have this product or material tested for quality assuran fails to perform in the accepted manner, the manufacturer will incur the may immediately revoke, modify, or suspend the use of such product o Q�v 1-lS3 MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Ro. 208 ) 315-2590 F (786) www miamidad =�Wee mi struction unty RER— the Authority i4 ade County Product Dade County) reserve If this product or material se of such testing and the AHJ material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade Cbux.Product Control Section that this product or material fails to meet the requirements of the nolicElble building code. • This product is approved as described herein, and has been designed to comply.with the F1b Buildip&, .: Code, including the High Velocity Hurricane Zone. . DESCRIPTION: Series "FD -650" Outswing Aluminum French Door w/ Sidefi!Nr N.L • • • • APPROVAL DOCUMENT: Drawing No. 8000-12, titled "Alum. French Dear. & Side bites, Nom; .. • Impact", sheets 1 through 11 of 11, dated 12/23/04, with revision "E" dated' 05•/05/1e,•psapared by.... manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Mtit Dade County Product • Control Section Revison stamp with the Notice of Acceptance number and Expiration date b:y t Miattil—' • • • Dade County Product Control Section. • • • MISSILE IMPACT RATING: None •• ..'• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-1117.04 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasenci P MIAMI+DADE COUNTY2 APPROVED4 �I t\,it l' NOA No. 16-0629.15 ��L c,gP iration Date: March 24, 2020 � Approval Date: July 28, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1028.09) 2. Drawing No. 8000-12, titled "Alum. French Door & Side Lites, Non—Impact", , sheets 1 through 11 of 11, dated 12/23/04, with revision "E" dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, 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 Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 apd FfL-89 , elated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis•Oitega, Lli. . • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94•: • • • • • • 2) Uniform Static Air Pressure Test, Loadingje .FBC, TAS 20214... 3) Water Resistance Test, per FBC, TAS 202-9s, • . 4) Forced Entry Test, per FBC 2411.3.2.1, ami4S20- 9�i•• • • along with marked—up drawings and installation diagram Of ani alumithifi doors tom; • WOW configuration, prepared by Fenestration Testing Labpratory, Inc., fipst Rej2ort. • No. FTL-5967, dated 05/07/09, signed and sealed by Julio E Gon: alez;P' E' . • (Submitted under previous NOA No. 09-1028.09) • • •• • ••• •• • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum doors of WOW configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0107.01) Jorge M. Plasencia, P. E. Pro s uct Control Unit Supervisor NOA No. 16-0629.15 Expiration Date: March 24, 2020 Approval Date: July 28, 2016 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. STATEMENTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 5) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 6) Water Resistance Test, per FBC, TAS 202-94 7) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4450, dated 12/14/04, FTL-4451, dated 12/14/04 and FTL-4452, dated 12/14/04, all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0107.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 2014, Stn Edition, prepared by manufacturer, dated�02/11/1 ; signed nct.. .. .... . . . ..• sealed by A. Lynn Miller, P. E. (Submitted under previous NOA 14-1117.04) 2. Glazing complies with ASTM M300-04/ 09 D. QUALITY ASSURANCE . . . .... . . . . . . .. 1. Miami Dade Department of Regulatory and Economic Resources' iRER)": E. MATERIAL CERTIFICATIONS 1. None. . . . . • . • • • • . . . • .. .. • • ▪ .. • . . F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. 3. Statement letter of conformance to FBC 2010 and complying with FBC 5th Edition (2014), issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA No. 14-1117.04) 4. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA No. 14-1117.04) 5. Laboratory compliance letter for Test Report No. FTL-5967, issued by Fenestration Testing Laboratory, Inc., dated 05/07/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.09) E-2 Jorge M. Plasencia, P. E. roduct Control Unit Supervisor NOA No. 16-0629.15 Expiration Date: March 24, 2020 Approval Date: July 28, 2016 t PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-1028.09) 7. Laboratory compliance letters for Test Reports No.'s FTL-4921, dated 07/17/06, FTL-4450, dated 12/14/04, FTL-4451, dated 12/14/04 and FTL-4452, dated 12/14/04, all issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0107.01) G. OTHERS 1. Notice of Acceptance No. 14-1117.04, issued to PGT Industries for their Series "FD - 650" Outswing Aluminum French Door w/ Sidelites -N.I., approved on.02/19/15 and expiring on 03/24/20.• E--3 .. . • • • • ... . . .. •• . • .. • • . .. . . • .. • • • • •• .• . . .•.. • .• . .• • • • . • . ..• . Jorge M. Plasencia, P. E. roduct Control Unit Supervisor NOA No. 16-0629.15 Expiration Date: March 24, 2020 Approval Date: July 28, 2016 GENERAL NOTES: OUTSWING NON -IMPACT FRENCH DOO 1. GLAZING OPTIONS: A. 3/16" TEMPERED GLASS B. 7/8" I.G. GLASS CONSISTING OF (2) LITES OF 3/16" TEMPERED GLASS WITH A 1/2" AIR SPACE. 2. DESIGN PRESSURES: (SEE TABLES 1, 2 AND 3, SHEET 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-0 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXX, XXO, OXX, OXO, X0000, XXXO, OXXX, OR OXXO WHERE ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE X DOORS OR A DOUBLE XX DOOR, E DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRI 5. SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE REQUIRED. SHUTTERS MUST BE MIAM 6. SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLOR INTERIOR AND EXTERIOR WITH CONTRACTOR SEALANT. 7. REFERENCES: TEST REPORTS FTL-4450, FTL-4451, FTL-4452, FTL-4921 ANR F4 • 967. ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCCION'. ADM -2005 ALUMINUM DESIGN MANUAL •""• •.•• • .• 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY Ali Yi1E REQUPREMENTSAETHE 1 ZONE (HVHZ). • • • . • •. •• -u 3/16" TEMPERED GLASg . • •.• . w 5/8" GLASS BITE t • •. • .• . .. • . • • • • • •3 '•TEMF •..• • • • • EXTERIOR GLAZING DETAIL MONOLITHIC GLASS SETTING BLOCK ilabsd By: JR Dale: MOM B ADDED SPACERS TO SHSETd neva/ Ity: Dabs Revkleas Road By: Dabs: Robb= Dmw.8y. Fit Dabs: 12/30/04 Cheated By. Data: 1070 TECFINOf AGY ABOVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 C TABLE I 1. COMPARATIVE ANALYSIS: OUTSWING DOORS GLASS A. 3116" TEMPERED GLASS OPTIONS: B. 7/8" I.G. (3/16"T, AIR SPACE, 3116'T) Z v 0 DOOR DOOR HEIGHT WIDTH 68-793/4" 7o-833/4" 87314" . 91 3/4" e-9531 X 2° 25" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -1 X 27" +100.0 -145.0 +100.0 -145.0 +100.0 -144.2 +100.0 -136.9 +100.0 -1 X 29" +100.0 -145.0 +100.0 -143.4 +100.0 -135.7 +100.0 -128.7 +100.0- -1. X 26 31" +100.0 -144.2 +100.0 -135.8 +100.0 -128.3 +100.0 -121.6 +100.0 -1 X 2B 33" +100.0 -126.7 +100.0 -126.7 +100.0 -122.0 +100.0 -115.5 +100:0 -1 X 35" +100.0 -112.2 +100.0 -112.2 +100.0 -112.2 +100.0 -110.2 +100.0 -1 X 30 37" +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -1 XX 40 47 3/4" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0_ -1 XX 51 3/4" +100.0 -145:0 +100.0 -145.0 +100.0 -144.2, • • ' t100.8 -136.9 'ti 0 0-1 XX 55 3/4" +100.0 -145.0 +100.0 -143.4 ••. +100.0 -135 / •••• *100.6,8428.7 '•1f1l.2 -1 XX 50 59 3/4" +100.0 -144.2 +100.0 -135.8 +100.0 -128. ,3 +100.0 x 121.6 9-1600.11 -1 XX 54 63 3/4" +100.0 -126.7 +100.0 -126.7 +100.0 -12Z4 4I-100.1) ;115.5 4 C.O -1 XX 67 3/4" +100.0 -112,2 +100.0 -112.2 +100.0-1'2.$, .+100,0 ;110.2 +1%9.0 -1 XX 6a 71 3/4" +100.0 -100.0 +100.0 -100.0 +100.0 40.0., • :+1Oo:;o.0't'11D -1 - TABLE 2. COMPARATIVE ANALYSIS: FULL JAMB SIDE LITE' ' GLASS A. 3/16" TEMPERED GLASS OPTIONS: C. 7/8" I.G. (3/16'T, AIR SPACE, 3!16"T) SIDE LITE SIDE LITE HEIGHT WIDTH 66 - 79 314" 70 - 83 314" 87 3/4" 91 3/4" 8a - 95 314" 2411/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0. +100.0 -145.0 2411/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -144.9 +100.0 -137.9 30 11116" +100.0 -142.9 +100.0 -135.3 +100.0 -127.8 +100.0 -121.1 +100.0 -115.1 33 11/16" +100.0 -118.6 +100.0 -118.6 +100.0 -118.6 +100.0 -112.5 +100.0 -106.8 36 11/16" +100.0 -100.0 +100.0 -100.0 +100,0 -100.0 +100.0 -100.0 +100.0 -100.0 NOTE: REFERENCE TEST REPORTS FTL4450, FTL-4451, FTL-4452, FTL-4921 AND FTL 5967. Revad8y. Dar Haddam Arad By: Dale: Re fans: 1070 TECHNOLOGYDRlVE IS,[ NOKOMFL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rand*: Daft Rev arm Maar F.K. Dads: 12130!04 Chea Ely: Dais 95 HE OX OR XO 37" MAX. WIDTH 791/8" MAX. DLO ALL X 25" MAX. DLOALLX UNITS 110 5/8" MAX. WIDTH MAX. 7313116" WIDTH IGHT 1 LL •• i /I 4 I</i \ 1 / / / / / \` N 4 • \ •••• OX OR XO 37" MAX. WIDTH 791/8" MAX. DLO ALL X 25" MAX. DLOALLX UNITS 110 5/8" MAX. WIDTH •• • •• •• • • •••• • •xo 0. o •.• • • •••• • • • ••• • • r-- 71 3/4"16IAX. • • •• •• WIDTH • •• • • •••• •• • •• i 1 • I</i , / •• • \ •••• •• • •• •• • • •••• • •xo 0. o •.• • • •••• • • • ••• • • r-- 71 3/4"16IAX. • • •• •• WIDTH • •• • • •••• •• • •• • • • • , / •• • \ •••• / • • / \ / \ ✓ _1 7/1 \ _4 i / \ / \ J V\ • • • • • • • • NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSIONS. 2. FOR ANCHOR SPACING AND DETAILS, SEE SHEETS 8 THROUGH 10. 3. FOR VERTICAL SECTIONS SEE SHEET 4 AND FOR HORIZONTAL SECTIONS SEE SHEET 5. RawsdBr Rend*: D.ttc Rural lits Dram FJ( Dar f2/3a/04 Chocked By. Deo 1070 TECHNOLOGY DRIVE NOKOMIS, FI. 34275 P.O BOX 1529 NOKOMIS, FL 34274 1 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD VERTICA OUTSV MAX. DLO — EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL • .. ••4 • • • • • •' •• • INTERrOrt▪ •• • . •... • • . • •• • • .... • • ..• • •. • ORIGINAL 1 ALTERNATE V • • • • • • • ▪ • • • • • MAX. HEIGHT —ORIGINAL VEF ALTERNATE VEF VERTICA OUTS1 Farad ibr Dear Rand Dan Ranano Rand BF Dan Dawat Bye hiL 12130/04 maw al. Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 84275 P.O BOX 1628 NOKOAIS. FL 34274 OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TN .... . • • ... DETAIL G STILES AT ASTRAGAL '••'•: SEE NOTE pLr� [doirips DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) •f3TAIL),. • :.SLAB fief'• •' ..... GLASS . BEl9 . . . .... . .. •. • . • 0 ;IP1+1141}11 IPF-114 11/11t1 __E!tLik."‘",1,* r., r�.7 • DETAIL K HINGE JAMB TOHINGE JA (NOT SHOWN ABOVE) Fbded Odd Rrifskeir Awed Mr Dyke D Rodobrog Drawn Bp F.IG sum 12130104 Modred By: Defer 1070 TECHNOLOGY DRIVE NOKOM S FL 34275 P.O. SOX 1520 NOKCMIS, FL 34274 11 1650 DOOR(SJ HEM • DWti DPSCRIPTIDN I PGT# FRAMEKITPARI'S 1 8006 FRAME -HEAD &HINGE JAMB 68006 2 8003A OUT SWINGSILL 68003A 3 80040 OUT-SWINGSIEL COVER 680040 4 8008 DRIP CAP 68008 5 HEAD, SILL& JAMB WEATHERSTRIP(SCHLEGAL) 6 8007 SCt.W COMM • 7 8009 INSTAILPTATE U833371'8500 • 68007 68009 8 FRAME ASSEMBLY SCREW #8 X 1" PHQUAD 781PQA 9 8032 ASTRAGALEND SEAL 48032 10 8058 our-SwI NGSILL (LOW R1SE) 48058 DOORPANEL 5 HEAD, SRL & JAMB WFAT RSTRIP (SQRBGAL) U83337111500 20 8012 STOLE 68012 21 8014 'TOP RAIL, (THREADEDRODDESIC ) 68014 22 8013 23 8017 BOrITOM RAII ;iTHREADFD ROD DESIGN) TOP SWEEP 68013 68017 24 8016 BOTTOM SWEEP 68016 25 SWEEP SCREWS. #4 X 1/2" PHILPH . . • . . 26 8015 ASTRAGAL, ACTIVE& 1NACTIVB 27 80215 (AR11TNGG JAMB SIDE •• • 68015 • • .-.. . .figQ113_ 28 8020A CEARHINCE COVER. 6892DA 29 8018 GEARBINGE, BACK-UP PLATE 68018 30 8019A CEARHINt3E, DOORSIDE 31 8035 GBARH1NGE, BEARING • •68831 32 GBARIENCE, SET-SatEW #6-32 x1/4" • . • • 33 (EARHINGE,MTG SCREW #12x3/4" TRUSS HD. 34 GEARHINCE,MTG SCREW #12x11/2° TRUSS HD • • . . •• • 35 THREADED ROD 5/16-18 X 36" 6TRODA 36 FLANGED HEX NUT 5/16-18 7990NUTA 37 8039 TRUSS CLAMP 60378M 38 8043 SIS C;FARLATCTI MECHANISM (ASHLAND) 39 8030 LOCK BLOCK P 48030 40 LATCHASS'YSf:REWS #8 X2" SS MILL TRIB3 78X2TPAX 41 8037 S/S SHOOT BOLT ROD (SUIIIVAN) 42 8045 STANDARD FLUSH BOLTS W/ SS ROD (SULLIVAN) 43 8081 SHOOT BOLT GUIDE ► 48031 44 moor BOLT GUIIJE& STRIKE SCREW 8-32X3/8" SSF'IIDLTRIM 78X38PFTX 45 8038R RIGHT- STRIKE PLATE AT ASTRAGAL(ACTIVE HINCiED LEFT) W5110-4381 46 9038L LEFT - STRIKBPLATBAT ASTRAGAL (ACTIVE HINGED RIGHT) W5110 -44S1 47 STRIKE PLA.TBSCREWS 8-32X 3/8" SS PIE LT1tBD 78X38P'FTX 4 STRIKE PLATE MIDDLE SCREV/ 6.24X 1/2" FH 7612E IX 49 8036 STRIKE PLATE AT HEAD & SILL 50 HEAD STRIICE SCREWS SS 8 X 1/2MILLE/1 78S8ZAX. 51 STRIKE PLATE SCREWS AS111 SS8X1/2PHI LUNDERCUT1H 78X12PFITUX 52 8041 ACTIVE TRIM SET (ASHLAND) 53 8042 PASSIVE TRINE SET (ASHLAND) 54 8044 STAINLESS STEEELPASSIVELOCK. GEAR(ASHLAND) 55 8014A TOP RAIL (IAGBOLT DESIGN) 68014A 56 8013A BOTTOM RAIL. (LAGBOLTDESJG1) 68013* Datic FD650 FULL JAMB S maw DWG# 1 8006 4 8008 6 8007 7 8009 8 20 8012 21 8014 22 8013 35 36 37 8039 60 61 8028 62 8029 FRAME -13 DRIP CAP SCREW CO INSTALLE FRAME AS STIIE TOP RAIL BUTTONER THREADFL FLANGED! TRUSSCZA #8X 3/4" P1 SIDEIIIBI SIDBIITE 1 FD650 NARROW 3M • • •.A.SEMBLYKIT PRENC5i1D( #10-24 X 2 1 #10-24 HEX #12 X 1 1/2" SUBSILL(0 GLASS, BEADS & SD 80 80335 81 82 83 34 8056 90 100 101 102 8073 105 8022 106 8026A 108 8024A 109 1224 GLAZING 3/16" TEMF 7/8"IGC 3/16" BEAD BACK BEA: SLBACt03i 7/8" IGBEA VIN7LBUL Oirk• Roy& 14c Ostx R.wmfaac Oman lip FLK Deft 12/30!/04 1070 TEC! VOLOGYDR1VE NOKOMIS FL 34275 P.O. BOX 1529 NOKOM/4 FL 34274 j L 1.000 .062 �—'-- 3.636 - 1 #8006 6063-T6 FRAME, HEAD, JAMB AND SIDELITE SILL T 3.018 —11 .050 #8009 6063-T5 INSTALL PLATE 1.278 1-'-- .062 : 2.236 .583 -•---- 3.636 ----�-� #8003A 6063-T6 OUT -SWING SILL .062 r .583 Tb+---- 3.636 ---•-I #8052 626,3-11 • OUT -SWI LOWSILL —� 1 7 .051 #80( OS 2.000 1.376 •a.• 1.938 T 1.938 1 .100 -•— .100 8.250 #8013 6063-T6 BOTTOM RAIL 8.250 #8013A 6063-T6 BOTTOM RAIL, LAG BOLT DESIGN —I .742 r4T. 353 2.260 ---j � "5 #8021B 6063-T6 GEAR HINGE, JAMB .072 #8020A 6063-T6 GEAR HINGE, COVER •: • • ••• ••• •• .1 • .• •••• '..4-1: .• . ••• • • • .'•• 1.938•••• • •••• • . . • . • #8C 1 1.938 1 PI #80 TOP RAIL, .142 �-- 1.763 -*-I #8018 6063: HINGE, BACK Rend By: Office Revrefamc named IV Disk Rsviabrar nava By: Vale: Ration= Wpm ar FIG ate: 12/30104 Chadrael By: D 1070 7EGHMOLOGYDRIVE NOM FL 34275 P.O e0X 1529 NOCOMIS R. 34274 .050 2.622 --4-1I #8028 6063-T5 SL HEAD TRIM .046 .442 --•-� .965 1-4 #8022 6063-T5 BACKBEAD STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS 3.775 --- I .325 .125 .050 SILICONE 1/4" NOM. INT. GLASS KODISPACE 4SG TPS #8056 6063-T4 SUBSILL, OPTIONAL • • • • • •• • #8026A 6063-T5 •„ SL BACKBEAD •••ti STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS • • •• •• • • • • .750 -T 818-- •••• • • #8743A 606345 :71.''b6" BEAD: • • •• • • • • .•• • • HQT-MELTialf149 • • • •••• • • 3/16".NciM: • • •: • • INT. GLASS SUPER SPACER® NXTT" Part # Description Material 110 Kommerling 4SG TPS Spacer System See this Sh or Matert ialls f Mats 111 Quanex Super Spacer nXT with Hot Melt Butyl 112 Quanex Duraseal Spacer 113 Cardinal XLEdge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 BUTYL & DESICCANT — EOAM EXT. GLASS D SI Dabs 05.473/}8 Kovid Oda Revisbar E Rogow ADDEO SPACERS. Road b)c blitz Dora ay: EK 14 Readabrix Gr.lnd 1 Dom: 1070 7ECHNOLOGYDRIVE NOKOMIS, FL 34275 P.O.80X 1529 NOKOMIS, FL 34274 _r( 16.1._ ---11-ii ---161-- --16nrTh_ 16.r._ _.ii_. al _...X 11" 11"--f - 3° MIN. TYP. JAMB ANCHORS HT. QTY. 95 3/4" - (5) 91 3/4" - (5) 87 3/4" - (5) 83 3/4" - (5) 793/4"- (5) 11" i a DETAIL A (CONCRETE) (SINGLE PANEL) ANCHOR TYPES: 1 0R 2 IIPO JAMB ANCHORS HT. QTY. 95 3/4" - (8) 91 3/4" - (8) 87 3/4" - (8) 83 3/4" - (7) 79 3/4" - (7) - 10.571" - MAX. O.C. 11" DETAIL B (W0,01 (SINGLE PANE:). ANCHOR TYPES!' 2 OR 3 • • . . 1 II . • •• DETA11:•C (( ..•. • • (2.G . IMAOF :MOHO! • • •1C . .•• • ANCHORAGE SPACING REQUIREMEN ,, : . • • • 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DbORS;CILMIDIVI(JAL•BIDE L ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUDIZIK3C1000I4S4 SINGLE =ORS, N INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATEb4 LTIMENSTONS OF DE • • 2. ANCHOR TYPES: 1 -1/4" ELCO ULTRACON 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8" MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBST HEAD AND SILL 6" MAX. FROM FRAME CORNERS. JAMBS 11" MAX. FROM FRAME CORNERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE 4. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF AI JAMBS....11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. 5. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL D, WOOD SUBSTRATE) HEAD AND SILL6" MAX FROM FRAME CORNERS, AND AT 3", 6", 9" AND 12" MAX. ON EACH SID PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANE JAMBS 11" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.C. Rand Ely; nevishar Rand Sy: Bahr tte,faromx Revsd By.' DOW rharm Ely: Fit Da 1 ix 12/30/04 bats: 1070 'TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CONCRETE ANCHOR (NOTE 1) 1/4" MAX. GROUT, SEE NOTE 5 141 ,...3.4KSI MIN. —".CONCRETE c- 1/4" MAX. GROUT, SEE NOTE 5 ;EMBED. SEE NOTE 1 TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) •:s - t X3.4 KSI.MIN. ��-�-_ •GONCRETE; ;;'EMBED. • SEE •-'; NOTE 1 1/4"i MAX. SHIM CONCRETE ANCHOR SEE NOTE 1 OPTION OPTIONAL SIDE LITE SILL (SUBSILL TO CONCRETE) '••• '•• 'ER�� C • IN • • ° ``• s • • •( L HEAD •4&S^ILL E. • • •••• • +i�,i';i',:'•' x•.t:��;;:.r x,03.4 KSI• • ' yi ~*.• • .• � • • • • • • • • • 1/4' MA)L SHIM• CONCRETE ANCHOR, SEE NOTE 1 CONCRETE ANCHOR SEE NOTE 1 TYPICAL DOOR & SIDE LITE I - NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPRC FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". MIN. EMBEDMENT: 1/4" ULTRACON -1 3/8",1/4" SS 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE -FLEX -1 3/8" I 3. WOOD BUCKS DEPICTED AS 1x ARE LESS TI -LAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD E AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 6063-T5 AND A MIN. OF 1 PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON 11 - WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOV ON SHEET 9 MAY BE USED. 5. 1F SILL 1S TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NO(' MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRA1 Rood BSc R RevmdE9c Rem Dabs Organ By: F.K now 12/31Y04 Checked By Dolor 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 C 11 <:=1 EXTERIOR INTERIOR (ALL SILL SECTIONS) 1/4" MAX. GROUT, SEE NOTE 5, SHEET 10 CONCRETE ANCHOR SEE NOTE 1, SHEET 10 EMBED. SEE NOTE 1, SHEET 10 TYPICAL DOOR SILL (DIRECT TO CONCRETE) INTERIOR (ALL JAMB SECTIONS) EXTERIOR EMBED. SEE NOTE SHEET 10 .r. ••• ' CONCRETE ANCHOR, SEE NOTE 1, SHEET 10 1/4" MAX, GROUT, SEE NOTE 5, SHEET 10 OPTIONAL PP,T101441,00OR SILL (SkASILL YOcONCRpTE) •••• •;%; 34 KSI MIN. CONCRETE • • . 1/4" MAX SHIM —11"I • • • •• • • ••• • . . • • • • . • • . . • • • • • • • • • . . . . •• • • • • •••• EMBED. • • SEE :e. TOTE . • . • . . • . CONCRETE ANCHOR, SEE NOTE 1, SHEET 10 • *REV 10• • • . •• 3.4 KSI CONCRETE OR 1.5 KSI MIN. CMU lx WOOD, SEE NOTE SHEET 10 1/4" MAX. SH TYPICAL DOOR & S Rowdily: itavlskric Reed* 084g Reradarac Rendes Oft firetstars; DUST lay FJC Dar 10/16A78 Onateder &Mr 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOA0S. FL 34274 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 135° corners — L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County.Product CoUrbrgectiore. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv MISSILE IMPACT RATING: Large and Small Missile Impact Resistant "• •••• • • •••• LABELING: Each unit shall bear a permanent label with the manufacturer's aloha or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approve d", u lqw ether ise noted herein. •••• • • • RENEWAL of this NOA shall be considered after a renewal application has bJr filed and: rrhas b;;•• no change in the applicable building code negatively affecting the performance of thir}�roduct. • • • • TERMINATION of this NOA will occur after the expiration date or if there ha% been a rev: si n Qr chair h"' in the materials, use, and/or manufacture of the product or process. Misuse of osis Nt}A as an endorsement• • of any product, for sales, advertising or any other purposes shall automatically terminate this,TO4.. Failure • to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. APPROVED NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, 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 Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTI., -8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202; 2A : • along with marked -up drawings and installation diagram of ail alatminurd sliding g1aSs': • door, prepared by Fenestration Testing Laboratory, Inc., Testrppirt No? Ent -7554.:::. dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E ' (Submitted under NOA No. 14-0123.10) • •• •• •• • • • • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading$er BC, TAS 202-94': ". 2) Uniform Static Air Pressure Test, Loadingper•PBC, TtCS.202-94 3) Water Resistance Test, per FBC, TAS 202•..• •' 4) Large Missile Impact Test per FBC, TAS 201-94 • • 5) Cyclic Wind Pressure Loading per FBC,• SAS X03-94' 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202'-90 : • along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by -Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • . (Submitted under previous NOA No. 14-0128.11)• • • 2. Glazing complies with ASTM E1300-09 • • ••• • • • . D. . .• QUALITY ASSURANCE ••••• • • • 1. Miami -Dade Department of Regulatory and Economic Resout'bW(RER . . .. . .... •••• E. MATERIAL CER'1'1J iCATIONS • . • • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amer c , Incag IncaXeir "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/26 • • • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc'tgr t$eir "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-5th Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° comers - L.M.I. approved on 10/29/15 and expiring on 02/17/20. •• • • •• • • •• • •••• • • • • •••• • • • • •••• • • • • • • •••• • • •• • • • • • •• •• •••• • • • 1 • • • • • • • • • • • • • • • • 1 •• • •••• • • • • • •• • %Y Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE 8, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 30C 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CON WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORI BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOF WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THI CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRE FLORIDA BUILDING CODE; AS APPLICABLE. TEST REPORTS: FM -5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FM -6033, FTL-6036 AND FTL-7554 ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -Di ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE RE 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. • • 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICI{. PR OPERLZ§MUREDS•1,6WOOD INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS (•AR€ 1-1/2" THICK OR (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER•LIN D6 TO TH&STRUCTWRE BUCK RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD7&TO BE REVIEWED Y'Itif BUIL 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS"RQUIRANOLTS PER CURRENT BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "" ' 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERTAC ISNOT REQUIRED. POSED, NOI MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FUU Y'SUPPORt 1'I1E ENTTRE'I. NGTH TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTC2W.2F SUBSTATE IS WCQD, 30# REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OIC AS Al PRO3FaD$Y THE'_ A T1'I;ORIT TABLE B, SEE DETAILS ON SHEETS 4 & 5 . . . .. . ..•. • • • • • Glass ' • ' Descrlp8on (Listed from Exterior to Interior) G3 7/16" Laminated: (2) Lites of 3/16" HS Glass with .090" PVB Interlayer 03A 9/16" Laminated: (2) Liter of 1/4" HS Glass with .090" PVB interlayer 64 7/16" Laminated: (2) Utes of 3/16" HS Glass with .090" SG intedayer G4A 9/16" Laminated: (2) Utes of 1/4" HS Glass with .090" SG Interlayer 65 1" Laminated LG.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Utes of 3/16" HS Glass with .090" PVB Inte GSA 1" Laminated I.G.: 1/4" T Exterior Cap + 5/18" Air Space + 7116" Laminated; (2) Utes of 3/16' HS Glass with .090" PVB Inte G6 1" Laminated I.G.: 3/16" T Exterior Cap + 3(8" Air Space + 7116" Laminated; (2) Lites of 3/16" HS Glass with .090" SG lntett G6A 1" Laminated I.G.: 1/4" T Exterior Cap + 5116" Air Space + 7/16' Laminated; (2) Lites of 3/16" HS Glass with .090" SG inter! 67 7/18" Laminated: (2) Utes of 3118" ANN Glass with .090" SG interlayer G7A 9/16' Laminated: (2) Utes of 1/4" ANN Glass with .090° SG Interlayer G8 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Utes of 3/16" ANN Glass with .090" SG Inte G8A 1" Laminated I.G.: 1/4" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lltes of 3/16" ANN Glass with .090" SG Inte Rand ay. JR Doix 05052018 Roam B ADDED SPACERS TO SHEET 15. Oaks itsvislonir famed By: Dara ReWdrass Dew JR Oaks 10/10/14 Chaim, Osier 1070 TECHNOLOOYDRIVE M VENICE FL 34275 (941).4804500 CERT. OFAt1T/L 56 ij EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 1 -PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 i MAX. UNIT HEIGHT PER TABLES 1-3 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 i 3 -PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 • • • •• • MAX. MAX. UNIT HEIGHT PER TABLES 1-3 • ••AWET e Jaa _J 1� 1 ).11 NV, *T +E1 MAX. UNIT'W• IDTH • • • 4i12%l:L��' lL�► Nv YW %i47 2 -PAI' CONFIGUF NOM. PANEL WIDTH PER TABLES 1-3 Le -P, w a MAX. UNIT vo • HEIGHT 1� r Ii• '•• PER••••• ' •jABLES • 149, Q•ti• • • It• • • .. • • . ••. • . • • • . • • • . 5 -PANEL CONFIGURATIONS POCKET Byr Revisions: Data: Rolston: Dam Rovisionx Pram Br JR Dater 10110/14 awaked fly! Deb: 1070 TECHNOLOGY DRIVE N. VENICE PI -34275 (941)480-1600 CERT. OF ACTH. 629298 I1rR All WV eb F lir/ 1 1 5 -PANEL CONFIGURATIONS POCKET Byr Revisions: Data: Rolston: Dam Rovisionx Pram Br JR Dater 10110/14 awaked fly! Deb: 1070 TECHNOLOGY DRIVE N. VENICE PI -34275 (941)480-1600 CERT. OF ACTH. 629298 EXAMPLE CONFIGURATIONS NOM. NOM. PE MAX HEI PER TA PE MAX HEI 96" 0 MAX. TESTED UNIT WIDTH = 355-7/16" @ 96" HEIGHT 300-1/4" @ 120" HEIGHT Z TABLES 1-3 �j 1 13 1 13 7 j` i\. 3 41114 AI '17 AU 'm e �� iF�T040 ( V' NEY 49I L�,1 •:...:. ✓•..i r II W / i I..• ilLEO L,�l r i17 / // fl)_ '� / r ® Q / UNIT We7 GHT, R12i1" i/ 6 -PANEL CONFIGURATIONS MAX. UNIT WIDTH 7 TABLES 1-3 r i\. 3 I ` Ak '17 9 'm e �� iF�T040 ( w ♦I9 L�,1 •:...:. ✓•..i r elk �` 0110000 ......4 .. I..• 19 4 it ...:.11/9011•41 '� / r 2 .'UNIT rK4ic / GHT IP 13 BLES 1-3 I NOM. PANEL WIDTH PER TABLES 1-3 7 -PANEL CO Fl i1►`fIONS;••• . . .• •. • 44 000. • MAX [INIT VWDTI4 • • • .. .• • • • • 4114. • • • .. .. • MAX. UNIT HEIGHT PER TABLES 1-3 i 8 -PANEL CONFIGURATIONS Revs: Qr Mat Fareirintic Rend 8y. Dew Bawd 83c ! Revislanz Dawn 13F JR 10/10114 1070 TECHNOLOGY DRIVE N. VENICE FL 34275 (941)-480-4600 CERT. OFAUTN.19296 m 'm 41) 49 i / / / / 8 -PANEL CONFIGURATIONS Revs: Qr Mat Fareirintic Rend 8y. Dew Bawd 83c ! Revislanz Dawn 13F JR 10/10114 1070 TECHNOLOGY DRIVE N. VENICE FL 34275 (941)-480-4600 CERT. OFAUTN.19296 GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7/16" NOM. 3/16" HS GLASS .090" PVB 3/16" HS GLASS EXTERIOR H�� 1...,3/4" NOM. GLASS BITE 7116" NOM. 3/16" HS GLASS .090" SG 3/16" HS GLASS EXTERIOR 7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, 9/16" NOM. 1/4" HS GLASS .090" PVB- 1/4" HS GLASS - 0 '7/ 3/4" NOM. GLASS BITE 9L16" NOM. ••,••:114" , 1/SS •• 090" SG ....1/4" H_,S GLASS •••• _ • •• •• •• • •• •. • EXTERIOR • • ••• • c•__J • •• 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" BUTACITE PVErBY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS113Y KURARAY AMERICA, INC. Reed Or. JR Data 0510512016 R•rh6ns: 8 ADDED SPANS. Dew tearkthwar Read By: Data: Drava: Sr JR Date: 10/10/14 awaked or 1070 TECHNOLOGY DRIVE N. VENICE FL 34275 941)-460-1600 CERT. OFAttTIL 529295 C GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 3/16" HS GLASS .090" SG 3/16" HS GLAS 3/8" AIR SPACE 3/16" T GLASS EXTERIOR a 1" NOM. -� PI 3/4" NOM. GLASS ' BITE 's 1" LAMINATED I.G. GLASS, TYPE G6 3/16" HS GLASS .090" SG 3/16" HS GLASS 5/16" AIR SPACE 1/4" T GLASS 1" NOM. -� EXTERIOR 3/4" NOM. GLASS BITE 7/16" NOM. 3/16" ANN GLASS .090" SG 3/16" ANN GLASS EXTERIOR a 7/16" LAMINATED GLASS, 9/.16" NOM. '.." 1" ANN.GCLASS •• • .ddrSG .. &/4" ANN.GLASS . . --- .... _ . • . .. E) rE1oR 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, - GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" BUTACITE PyEPBY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS'BY KURARAY AMERICA, INC. Rated 9A JR Wee 05/052016 B ADDED SPACERS Rawl Mar Rarad Hy; Dew RaWsfmrs: Chatm JR 10/10114 Chad 8y. Dam 1070TECHNOLOGY DRYE N. VENICE FL 34275 (941}480-1800 CERT. OFAUTH. #29286 L TABLE 1: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For corner astragal anchorage on 90° or 135° comer units, see sheet 11 Table applies to Glass Types 3, 3A, 5, 5A, 7, 7A, 8 & 8A and the Stile / Astragal types shown below. Door Unit Height 80" 84r 69-7/8" DLO 73-7/8" DLO Standard Stile Anchor Group Anchor Group A 1 2 3 i 4 1 , 2 1 3 [ 4 1 Nominal Panel Width 24" DLO 'Head/Sill 'Or+1 C4+1 C4+1 C4+1+1 Part #60 (Stile) Part #67 (Astragal) C4+1 C4+1 C4+1 C4+1 C Jamb 8 8 8 8 8 8 8 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7 30" " DLO Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C Jamb 8 8 8 8 8 8 8 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7 36" 29 " DLO Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C Jamb 8 8 8 8 8 8 8 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+5 7+8 7+8 7+8 7 42" 35 DLO" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C Jamb 8 .8 8 8 8 . 8 8 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7 48" 41 ° DLO Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C Jamb 8 8 8 8 8 8 8 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7 FOR EXAMPLE ON USING TABLE. SEE SHEET 7. NOTES: • . 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF TWE 3-1/4''SPL1'. 2) WHEN USING THE 2-112" SILL, POSITIVE WATER DP IS 46.67 FSSVMAX. WHEN, USING THS 3-114" 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP 49 ,694 PSF 1 4(NEGAT1& 3IRESS TABLE 1A, 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATERII ItJRATIM ►I:IEREAS THE 1-11: ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. 'MAX. POSITIVE DESICiNPR SSU BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG CQM? .YINQ W THE CURRENT F ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATE121NFILTF'.A`PibN. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTARMAND EMBEDMENT 1NF'QRMAT 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQJIREMtNTS hlal•REQt,P Eb' 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, Iblyleq BY 2%UR PAIRsEra eb INST .. . Interlock P -hook Locksstlle @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile H i- Standard Astragal 2:31-r Cu Ins rr Part #60 (x2) Part #60 Part #60 Part #60 (Stile) Part #67 (Astragal) Part #60 I P, Rood ax Daae Ravlikrec Rend By: Oahe Reviskinia Rawl By: Revklartir Thaw BY: JR 10/10/14 Maxi Etr Dor: 1070 TECHNOLOGY DRIVE M. VENICE PL 34275 (841)480-1000 CERT. OFAUTFL 029286 TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (for all approved cot For comer astragal anchorage on 90° or 135° comer units, see she Table applies to 4, 4A, 8, 6A, 7, and the Stile / Astragal shown below. Gass Types 7A, 8 & 8A Lackstile @ Jamb BO„ 84" 90" �,�, 89-718" DL0 73.718° DLO 79-7/8" DLO 85-7/8" DL types Anohor Group Anchor Group Anchor Group Anchor Grt 1 2 3 4 1 2 3 4 1 2 3 4 1 'C4+1 2 3 s42" 1 24" DLO Head/SIA C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C`i4i Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+ 30" „ DL0 Head/SIII C4+t C4+1 C4+1 C4+1 C4+1� 04+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C41 Jamb El 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+3 7+ 36" „ DLO Head/SIf C4+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 04+1 C4+1 04+1 C4+1 C4+1 C44 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+ 35„ DLO Iiead/Sf C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C44 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 6 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+ 48" DLO Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 044 Jamb 8 8 8 8 8 6 8 8 8 8 8 8 8 8 8 P -hook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+ 54" DLO Head/Sln 04+2 04+2 C4+2 04+2 04+2 04+2 C4+2 04+2 04+2 C4+2 C4+2 04+2 04+2 04+2 04i Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P -hook 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 ,7 „ Head/SIII 04+2 04+2 04+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 /ta, 0 53 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 + NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF VAX. 14 -461bl SING THE 3-1/4"1 POSITIVE WATER DP 1S 60.0 PSF MAX. WHEN USING THE 4" SILl,,.POOITIVE' yytaER Dili rept PSF (NEGATIVE PRES. UNCHANGED) SEE TABLE 2A. 3) 4", 3-1/4° AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER Jlyi'y.TRATION.WHEREEIS THH 1-1/: SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTC14 E IS NQT KQUIREA•16114r. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USE0.I1)HEN tiirL.7QOR I$ J'J3QTECTI AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE A®dAO5NT DIAGBQM); THI$3QNDITI( NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DIST E:4ND EMBEDMENT INFbRMAI 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS•WHEN REM. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,p1415g BY 2 FOR PAIRS, TO BE INSTALLED. .. . .... •. • • . • . • TYPES SHALL BE USED FOR TABLE 2, SEE SHEETS 21 & 2 Interlock P -hook Lackstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Hi ll" r ii v Standard Astragal Out } ins, "`- Part #61 (x2) Part #61 Part #61 e Part #61 (Stile) Part #67 (Astragal) Part #61 P PE Rood syr Revleforas sex Itirdstonw q.rsd 6y. Rarkbog Man JR Oda 10/10/14 Chedatd6j: Doke 1070 TECHNOLOGY DRVE AL b4ENICE, FL 34276 194VJ-480.1600 CERT. OF AUDI. #29298 C TABLE 3: Design Pressure (DP) and Anchor Quantities Required, (tor all approved configured' For comer astragal anchorage on 90° or 135° corner units, see sheet 11 Table applies to Glass Types 4, 4A, 6, 6A, 7, 7A, 8 & BA and the Stile / Astragal types shown below. Doort 80" 84" 90" .69-7/8" DLO 73-718" DLO 79-718" DLO Anchor Group Anchor Group Anchor Group 1121314 1121314 1121314 Nominal Panel Width 24" 17" DLO Design Pressure +/-90 0 psf .- Head/S01 C4+1 C4+1 C4+1 `C4+1 C4+1 C4+1 C4+1 C4+1 C4+1_04+1 C4+1 C44 Jamb 8 8 8 8 8 8 8 8 8 8 8 6 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+E 30" 23" DLO Design Pressure +/-9a0 psf Heacl(S1U C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+ Jamb 8 8 8 8 8 8 8- 8 8 8 8 8 P -hook 6+7 6+7 ‘ 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+E „ Iv 29" DLO Design Pressure +/-90 0 psf Head/SM C4+1 C4+1 C4+2 04+2 C4+1 C4+1 C4+2 04+2 04+1 C4+1 05+2 C5+ Jamb 8 8 8 8 8 8 8 8 8 8 8 6 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+1 42" 35" DLO Design Pressure +1-90.0 psf Head/SIII C4+2 C4+2 C4+2 C4+2 C4+2 04+2 05+2 05+2 05+2 05+2 05+2 C5+ Jamb 8 8 8 8 8 8 8 8 8 8 10 8 P -hook 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+f 48" 41" DLO Design Pressure +1-90 0 psf Head/SM04+2 C4+2 05+2 C5+2 04+2 C5+2 C5+2 05+2 05+2 05+2 C5+2 05+ Jamb 8 8 8 8 8 8 10 8 8 8 10 8 P -hook 6+7 7+8 7+8 7+8 7+8 8+9 8+9 849...8",8 8+9 8+9 844 FOR EXAMPLE ON USING TABLE. SEE SHEET 7. : •'. ' NOTE A: +f Sfra PSF Fl .. . .... NOTES:• 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE wing 4" SILL.. • 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 P$F.MAX. W1IEN USING 8;1/4" S DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATE'Fin:1S 904 PUP MAX alff,44TIVE P UNCHANGED). SEE TABLE 3A. . • . . 3)4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATERINWI&.1'RATIbI WAEREAS.11 1-1/2 MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT RE IR D. MAX. ROSITIVE DESIGN PA TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYINGV13IHH TH BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION is tin RATED FOR WAFER INFILTR t 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EpligJAEN7iINFORMATI 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WI'EEN'REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTt THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 3, SEE SHEETS 21 & 22 F Interlock P -hook Lockstile @ Jamb Straight Astragal Assembly [ ockstile @ Straight Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile HI -.. Heavy-duty Astragal Out Ina Part #61 (x2) Part #61 Part #61 Part#61 (Stile) Part #68 (Astragal) Part #61 P Pa Date: Revisions: Rom His Ddb: Resieenar amidIty: Data Rev6deJrto JR Dater 10/10/14 Checked 6y. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 {941).400.1600 CERT: OFAUTH #29298 j SEE SPLICE NOTE, THIS SHEET NO FRAME JAMB REQUIRED © EXTERIOR POCKETS "7+8" P -HOOK ANCHORAGE CONSISTS OF: (7) P -HOOK ANCHORS, (PERPENDICULAR TO GLASS PLANE) SEE TABLE 2, SHEET 7 AND SEE POCKET (8) P -HOOK JAMB MOUNTING INSTALLATION, ADAPTER THIS SHEET ANCHORS MIDWAY & SHEET 14 BETWEEN P -HOOK 24" MAX. O.C. 8" MAX. TO OPENING EDGE OF POCKET END PANEL ANCHORAGE / (2 ANCHORS) / "+2" ~iV.—ANCHORAGE •!" I LCENTERL!NE 1 / OF PANEL 1 24" MAX. / O.C. / 60" NOM. PANEL WIDTH 3.5" 1 a EXTERIOR 40' / ANCHORS & AT 3" FROM TOP & BOTTOM SEE INSTALLATION DETAILS 1,1e' &'Kc', SHEET 14 & PART DETAILS 'J'&'K', SHEET 19 FOR P -HOOK ANCHORS SEE "C5" CL DETAILS, SHEI INTERL( 6" MAX. 14" 1 MAX. O.C. END PANEL ANCHORAGE (SEE SKETCH BELOW) 8" MAX.. TYP. (61 0 0 O f 14" MAX. 0.' 0 0 O r 3" Mil lO 3" MAX. EXAMPLE: 5 -PANEL, 2 TRACK, 90° OUTSIDE CORNER - pXX1)� 60" x 96" NOM. PANELS, 4NCJ4QR GROUP 3 IN CONOFFTE SI ANCHORAGE EXAMI31.ENOTES:'....' 'CENTERLINE OF INTERLOCK SEE "C5" CLUSTER DETAILS, SHEET 10 FOR INTERLOCK ,, /--"+2" ANCHORAGE LCENTERLINE / OF PANEL 2 • 1) APPROVED ANCHQRS:.SEE TABLE A, SHEET 1 2) ANCHOR LOCATIOM&RACING.FORANCH812 QISANTTI HEAD & SILL: 8" MiErBOM FF2AM CORR=&ISE S APPROPRIATE TAN.£q,SHEE+Tg g;e AT EgJ hITERL ASTRAGAL LOCAiIM LUS SPECIFIED QUAIITITY OI ANCHORS PER PANEL. ADDIZION4L ANLL ja .24" 0. ANCHORS AT THEMJIi1'®INT Uf END PANCEeLeS AIRE O' REQUIRED IF THE O.C. DISTANT i THE NEXT'ANCF CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NI REQUIRED AS PER THE FIGURE AT RIGHT: JAMBS & P -HOOKS; 6" MAX. FROM BOTTOM, 21" MAX. O.C. (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM P -HOOK ANCHOR DETAILS ON SHEET 14. "+2" ANCHORAGE SEE "C5" CLUST CENTERLINE DETAILS, SHEET �OF FOR ASTRAC INTERLOCK REQUIRES "C6" CLUSTER, SEE DETAILS, SHEET 11 4.051" / -- - ' 3.5" ICENTERLINE " CENTEF OF PANEL 3 +2" ANCHORAGE HOF PAN SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS R.,.asr: Datrg Ravisionr nate: itavsal Revtettaue onm er JR 10/10114 Checked 13y. 1070 TECHNOLOGY DRIVE N. MN= FL 84216 (941).480-1600 CERT. OPAUTH. #29296 L ASTRAGAL ORSPLICE LOCATION INTERLOCK-0-1L....IF NEEDED CENTERLINE I 2 -TRACK FRAME HEAD/SILL ar ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR I SPLICE LOCATION INTERLOCK -1.1 IF NEEDED CENTERLINE 3.5" ASTRAGAL OR (FOR SPLICE INTERLOCK-•- CONDITION, USE CENTERLINE "C6" CLUSTER DETAIL) 7" 7" 2.04" EXTERIOR 4" DAG. 0 4.08" EXTERIOR 0 7" 3 -TRACK FRAME HEAD/SILL Ca ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR j.�.SPLICE LOCATION INTERLOCK—! IF NEEDED CENTERLINE 1 EXTERIOR 0 EXTERIOR 0 4 -TRACK FRAME HEAD/SILL Ca ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 7" 2 -TRACK FRAME HEAD/SILL (a ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") E) ASTRAGAL OR (FOR SPLICE INTERLOCK -01 CONDITION, USE CENTERLINE "C6" CLUSTER DETAIL) 3.5" 4.08" • 7" •4" DIA,•:• 3 -TIFF € RAM HMD/SILL, • a(a. ASTRAGAL OR INTERLOOI4: • • • (USE;W ERE S QtlISTER ANCHt3RS•ARE REQUIRED, "0616:• ' • . • • • ASTRAGALAR • FOR SPLIG� • INTERLbtK� ( •"• CENTERLINE •CtlDITIOII, USE' C6 CLUSTER DETAIL) 3.5" E) 2.04 EXTERIOR 7" V 4 -TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") E) Rood 8Y Ode: Raved Br Dew RomUe bake Revfaranr onivinir JR 10/10/14 Deter: f070 TECHNOLOGY DRIVE N. VENICE F1.34275 (941)480-1600 CERT. OFAUTfL #29298 C INTERIOR ��'' 7.43. " 4" DIAL. 6.12° 411 INTERIOR 90° CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4.08" INTERIOR 90° CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C8°) 7" 90° CORNER 3 -TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS) 90° CORNER 4 -TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS ) INTERIOR 2 TRACK (USE W ANCHORS. INTERIOR 7.41" 4.08" INEMEMIIIM =._ 1 ,1 • •••••• 1 ..coNER• • •'3 •TRACK•FRAME HEA14314. C ./41CHOF QCPAPTER'Mail RED • AT ALL 3-1•RACK COF NE1 &) • •• ••Ivl••• • • • • • • • • •• • INTERIOR ;' • ' 1 1ERIOR, •• •••• • • • • 5.118" 6.12° 3.5. 4" DIAG. EXTERIOR 135° CORNER 4 -TRACK FRAME HEAD/SILL ("CS" ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS) • 3.5 7" Robs d By. ljekc IteisdBy Dew Rama Rom* By: FEWINICRX Drawn By: JR Dab: 10110/14 Checked By: 1070 TECHNOLOGY DRIVE N. VENICE FL 34275 (941)480-1800 CERT. OFAUThL #29298 C J INSTALLATION DETAILS EXTERIOR EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 21/16"* 1/4" MAX. 1 SHIM oat WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 2 -TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCHOR & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, " SHEET 1 (1/4MAX.)�IriR 7 !I ItzL EXTERIOR a 2-1/16" T EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 KZ' EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP , SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR Ei111/f 0, 1/4" MAX. SHIM 1 I-�--- 2 -TRACK FRAME JAMB MVP, WOOD INSTALLATION 2 -TRACK FRAME SILL WOOD INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SF EDGE DISTANCE: SEE TABLE A, SHEE 2-1/16'T* EXTERIOR a 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR a WOOD Al SEE ANC & TABLE 3 -TRACK FRAME HE/ 1111113, WOOD INSTALLATIOI WOOD ANCHOR TYP., SEE ANCHOR NOTES TYF & TABLE A, SHEET 1 NC 2-1/16" * •..••; EDM, p!STANCE; •••• SSE TAfJ.Za4k' SHEI:I•... • etaBEDMENT:6EE TAT A:SHEE • • ?.ZAACK'FRAME SILL WOOD INS1 ttATIOI iT J *-11 r grim lir W •. • • •. • • •••• •• •• •• S�1 • •• • • • •••• • • • • • • • • • • • EMBEDMENT; r • • •• 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR 0 1/4" MAX. SHIM —•-I I-�-- • I SEE EDGE oaa 2-1/18" 3 -TRACK FRAME JAM WOOD INSTALLATION Rowdily Raviefonr DatEc Rev(elosx Rave RY Deft R•Ksiatx Draw" fir JR Dab: 10/10114 Checked QS= Dote: 1070 TECHNOLOGY DRIVE N. VENICE F1.34275 (940-480-1600 CERT. OFAWTN #29298 C INSTALLATION DETAILS CONCRETE PER TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 CONCRETE 2-1/16" r PER TABLE A, SHEET 1 EXTERIOR EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 i I 114" EXTERIOR MAX. SHIM EMBEDMENT: SEE TABLE A, SI - EDGE DISTANCE: SEE TABLE A, SHEE CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CON( SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE / TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABU 3 -TRACK FRAME HES CONCRETE INSTALL 2 -TRACK FRAME HEAD Nzr CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR T Ani ICY PROPERLY SECURED 1X CONCRETE ANCHOR TYR, WOOD BUCK TYP„ SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) 2-1/16" EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 ATi 17, EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, EXTERIOR SHEET 1 n r IIIIZ V 1/4" MAX. SHIM l--o-- EXTERIOR CONCRETE PER TABLE A, SHEET 1 2 -TRACK FRAME SILL CONCRETE INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 oat CONCRETE OR CMU PER TABLE A, SHEET 1 2 -TRACK FRAME JAMB CONCRETE/CMU INSTALLATION .2-1/Z6" * • . • . •• • EQAr151STANCE:•. •••:StE TAB%'A, SHEtt1• anEDMENT: •S, E THEE ••••• Alba St1PRACK JMME SILL GQNCRE=MY4•TALU •• •• •••• • • •.• . EMBEDMEW f' S'! -'_'E • *.TABLE A, SL -1F41* 1 :ale • •• • I\�I ED( CONC./CMU ANCHOR �1�®i Si TYP„ SEE ANCHOR r :mar I I1ASHEET 1 NOTES & TABLE A. PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 EXTERIOR 114" MAX. SHIM - Al I 2-1/ 3 -TRACK FRAME JAM! CONCRETE/CMU INS1 Roade Remblancc Renee 8j: Dab: Regsforee Read By: 1: Drawn By: JR 10/10114 Rem Cheek@ syr bake: 10707ECI1 YOLOGY0RNE N. VA Cg FL 34275 (941)-4804600 CERT. OF AWN. 429256 C J INSTALLATION DETAILS EMBEDMENT: SEE WOOD FRAMING TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 FRA REQUIRE INSIDE F TO F P -HOOK MOUNTING ADAPTER WOOD ANCHOR TYP., INFIL SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. { ILLUSTRATION, SHEET 9) EDGE DISTANCE: SEE TABLE A, SHEET 1 PHOOK WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET 1 EXTERIOR 2.693" MIN. EDGE DISTANCE WP—HOOK FOR USE WITH FLAT SILL RISERS PARTS #18, #20, #22 OR #24, WOOD INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 • • 14AY2NLSO Q JtISTALLEDOki .. • JATERIOS.G0'NDITIOIVe.:. EMBED SEE TA SI P -HI CONCRETE CMU PER TP A, SHE EX[ERfOF MOL;NT SH 1WL ,• • • P•1160K MOUNTING • •;g43PTEFRSe • • • ANCHOR TYR`SEE ;•ABHOR NOTES • & TRBLE /L JET 1 (91.0 SEE TYP. •ILLUSTRA270:' . i SHEET 9) ' • • EDGE DISTANCE: SEE T BLE A,SHEET 1 P—HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) >ai NZPI EXTERIOR 2.693" MIN. EDGE DISTANCE P—HOOK FOR USE WITH BOX SILL RISERS PARTS #19, #21, #23 OR #25, METAL INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EXTERIOR MOUNT ONLY • . .ON:pRETE C.JIV.1NR TA .A, SHE •• �EMBEDI • • M TAI SF A Raved By: Reties Rend RY Deme: Revistarar Rant lir. Data Rem Drawn By: JR Dar 10/10/14 Cam 1070 TECHNOLOGY DANE N. YF -NICE FL 34275 (941)480.4500 CERT. OFAUDI. 129298 CONFIG. EXAMPLES HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS 'AW &'Ad,� SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SILL DETAIL ID', SHEET 18; INSTALLATION DETAILS 'Dw' & 'Dc', SHEETS 12 & 13 PANEL CORNER DETAIL MAX. PANEL HEIGHT #10 X 1-1/2" PH SMS PANEL TYPE 'A' i SEE NOTE 2 X MAX. UNIT WIDTH MAX. DLO_ WIDTH PANEL TYPE 'QS' NOM. PANEL WIDTH TYP. PER TABLES 1-3 a X PANEL TYPE 'AS' 900 EXAMPLE. 3OINN CO: IES, 4 F .. • . . . .... • . SILICONS • 31 • •I3,OTHERS PoLYl; • yWrrH FRAME CORNER DETAIL Part # Description Material 124 Kommerling 4SG TPS Spacer System See this Sh Maeei for Materials 125 Quanex Super Spacer nXT with Hot Melt Butyl 128 Quanex Duraseal Spacer 127 Cardinal )0_ Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 PH,SMS • EXT al DESK EXT. GL/ RovsdBr JR Da 05052016 Rsv(Hunt n ADDED SPACERS. Aar Re:ddone owner JR Deer 10/114 8hsdaedBy. 1070 TECHNOLOGY DRIVE N. VERS FL 34275 (941)480-1800 CERT. OFAL mt #28296 CONFIG. EXAMPLES ,*IXED JAMB DETAIL 'G2', SHEET 18; INSTALLATION DETAILS'Gw' & SHEETS 12 & 13 INTERLOCK DETAIL FOR ALL DETAILS 0 'M', SHEET 19 OPERABLE JAMB DETAIL '33', `—‘t—INSTALLATION DETAILS'GW' ASTRAGAL DETAILS '11' & L2, SHEET 19 HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS &'Ac',SHEETS 12&13 F t "•• UNIT GHTPANEL ER 3LES -3 1 MA UN HEIG PE R TABI 1-, PANEL TYPE 'A' / SEE NOTE 2,- SHEET 15 a X PANEL TYPE 'D' / 1PANEL• TYPE: 'R' / / PANEL TYPE s 'L' NOM. PANEL WIDTH TYP. PER TABLES 1-3 a X MAX. DLO HEIGHT 0 MAX. DLO HEIGHT X PANEL TYPE 'L' � —.-i SEE NOTE 2, -rd, SHEET 15 X MAX_ UNIT WIfTH �H L SEE FRAME & 1 PANEL CORNER CONSTRUCTION DETAILS SHEET 15 EXAMPLE: OXXX (2 -TRACK) ASTRAGAL DETAILS'L1' & L2, SHEET 19 JAMB DETAIL' -12', SHEET 18; INSTALLATION DETAILS 'Hw' &'Hc', SHEETS 12 & 13 MAX. HEI PI TAE 1 IT ;HT R _ES SILL DETAIL 'D', SHEET 18; INSTALL DETAILS 'Ow' & 'Dc', SHEETS 12 (111 & 13 ; SILL DETAIL 'D', SHEET.18; INSTALLATION DETAILS. • • DWI &'Dc',$W 1S 12&A8•• ••EXA • . INTEACtilK DETAIL 'M', SHEEa'T 99•• •• • .IWZbRLOCI • • • :HEAIIE 1 TAIL • • • • 'B', SHEET 18; F P -HOOK DETAIL 'J' & 'K', SHEET • • • • • 19; INSTALLATION DETAILS. INSTALLATION • • • • • 'Jc', 'Kw' & 'Ke', SHEET 14 • DI. SHE .Bw.& Bc , • • .• e e SHE• . ..ETS 12 &13 . • . • • • • e • EXAMPLE: OXXXp (3 -TRACK, RIGHT POCKET) • SILL DETAIL 'E', SHEET 18;-� INSTALLATION DETAILS 'Ew' & 'Ec', SHEETS 12 & 13 • • r Revsaer: Rartstainc Daft Read Wf Oman By: JR Dab: 10/10114 Chaakad 8y. 9070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 CERT. OFAVM. , 98 j MAX. UNII VVIIJII1 • "•• UNIT GHTPANEL ER 3LES -3 j' I POCKET UNDER PANEL TYPE 'M' NOM. WIDTH TYP. PER TABLES 1-3 X PANEL TYPE ,F X MAX. DLO HEIGHT PANEL TYPE 'R' � 0 PANEL TYPE 'L' � —.-i SEE NOTE 2, -rd, SHEET 15 X EXAMPLE: OXXXp (3 -TRACK, RIGHT POCKET) • SILL DETAIL 'E', SHEET 18;-� INSTALLATION DETAILS 'Ew' & 'Ec', SHEETS 12 & 13 • • r Revsaer: Rartstainc Daft Read Wf Oman By: JR Dab: 10/10114 Chaakad 8y. 9070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 CERT. OFAVM. , 98 j PANEL'S LEFT STILE TYPE PANEL TYPES SINGLE INTERLOCK OUT SINGLE INTERLOCK air IN FIXED STILE ajr LOCKSTILE WI HANDLE ASTRAGAL BOX OUT WI HANDLE ASTRAGAL BOX IN W/ HANDLE ASTRAGAL 31E2r BOX OUT ASTRAGAL [] BOX IN �j INT CORNER 90 LOCKSTILE W/ HANDLE #120 SINGLE INTERLOCK OUT SINGLE INTERLOCK IN B F E FIXED LOCKSTILE STILE W/ HANDLE ASTRAGAL BOX OUT --toE ASTRAGAL BOX IN --11=t2 PP K P A RR D R M s (BOX am J (Ba7Couv LR RT CI EXT CORNER 90 LOCKSTILE W/ HANDLE #1 EXT CORNER #81 90 RECEIVER W/ HANDLE INT CORNER #61 90 RECEIVER W/ HANDLE EXT CORNER i rata 90 RECEIVER +� #617 EXT CORNER 135 RECEIVER W/ HANDLE #6 INT CORNIER 135 RECEIVER W/ HANDLE #61 QT CT AT VT WT QS CS AS vs WS T ,L/ (BOX 01.07 • (BOX Ole) T ••• . (BOX IN) •wxr B9 ••• .•• �. • •• •. • • • • • •• DF CF VF WF s J LEFT PANEL ET • • STILE • • •••••• PANE,I.i'E"SNC AP?LICAPLE S • � 1•LR SC • • • • • .23; • •• • •• •a 1.56r SILL RISER, FLAT* FLUSH, 1-1/2" EXTERIOR SILL RISER, BOX* FLUSH, 1-1/2" *NOT VALID F Rood By: Daox liSwisianto Rated dy. Rodsionst Readily: Osik DiawnBy: JR ner 10/10/14 Mocked By: Dobr 1070 TECHNOLOGY DRIVE N. VENN= FL 34275 (941)480-1600 CERT. OF AWN. 529295 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) FULL LENGTH OF JAMB Lia 2 -TRACK JAMB 6" LONG CLIP #105 W/ RETAINER #106 MIDSPAN (SHOWN WITH FIXED PANEL TO THE INTERIOR) °EXTERIOR #10X3/4" SMS, X 3 6" LONG MIDSPAN tl�a v FULL LENGTH OF JAMB 2 -TRACK JAMB CLIP #80 OR #105 W/ RETAINER #123 (SHOWN WITH FIXED PANEL TO THE EXTERIOR) EXTERIOR SHOWN WITH 2 -TRACK W/SCREEN OPT. SCREEN FRAME HEAD TRACK 2 -TRACK JAI (SHOWN WITH OPERABLE PANEL)OCK 75&107 EXTERIOR EXTE 2 -TRACK JA W/ SCREE • • • 0 EXTERIOR I 11 as 2 -TRACK W/SCREEN FRAME SILL * ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. 3 -TRACK FRAME SILL 'Wad* DaOx R Rend ite Dabs* RarWOna: Rewe BY Rem Da 10110114 Checked By Dam 1070 TECHNOLOGY DRIVE N. VENICE FL 34275 (NV -480-1600 CERT. OFAUTH. #29295 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) EXTERIOR 0 EXTERIOR P -HOOK FOR FLAT SILLS (EXT. OR INT. MOUNT) P -HOOK FOR BOX SILLS EXT. MOUNT ONLY STANDARD ASTRAGAL #67 WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN ) 4 INTERIOR 1 35 ° 0 EXTERIOR • • • • • •• • •••. • • �E1 HEAVY-Dl7TY••ASTRAGAf #68 WITH HEA1t1►11:117TY STILE'S #61 • EXTERIOR BO,C¢ ,TRAGAI_•SNflWN • (BOX -OUT) mu SAO BE ZNSTQ►LLED • TOWARDS 1NWRIQR (BOX J.).' • . • . • • CLOCK PART 75 & 107-11 EXTERIOR 1 35° OUTSIDE CORNER A/ Z TRACK SHOWN . • • • • • • • Raved O Dew Revtaionsr REQ By. Deter Thotilatur R•veQB,: R•NOlmrso Dmwa Byc JR 10/10114 ChvdmdBye Dade 1070 TECHNOLOGY DRIVE N. VENICE FL 34275 (941)480-600 CERT. OF AMR. X295' Item Dwg PGT PGT# Description 1 17308 617306 2-1RACK HEAD 2 17303 617303 2 -TRACK HEAD W1111 SCREEN RAL 3 17309 617309 3 -TRACK HEAD 4 17312 617312 4 -TRACK HEAD 5 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD/.IAMB ADD -0N 7 17304 617304 2-7RACK SILL 8 17301 617301 2 -TRACK SLL WITH SCREEN RAIL 9 17307 617307 3 -TRACK SILL 10 17310 817310 4-1RACK SLL 11 17313 617313 FRAME SLL TRACK INSERT 12 17315 617315 FRAME SLL SCREEN ADD-ON (SEE NOTE 3) 13 17316 617316 FRAME SILL SCREEN END ADA -ON (SEE NOTE 3) 14 17305 617305 2 -TRACK JAMB 15 17302 617302 2 -TRACK JAMB WITH SCREEN RAL 16 17308_ 617308 3 -TRACK JAMB 17 . 17311 617311 4 -TRACK JAMB 18 17322 617322 SLL RISER -FLAT, FLUSH, 1-1/2" 19 17319 617319 SLL RISER -BOX. FLUSH, 1-1/2" 20 17321 617321 SILL RISER -FLAT, LOW, 21/2" 21 17318 617318 SILL RISER - BOX. LOW, 2-1/2" 22 17355 817355 SILL RISER - FLAT, MEDIUM, 3-1/4" 23 17354 617354 SILL RISER - B0)( MEDIUM, 3-1/4" 24 17323 617323 SILL RISER - FLAT, HIGH, 4° • •' • •• • 25 17320 817320 SILL RISER - BOX, HIGH, 4" 26 17333 617333 POCKET P -HOOK • 27 7070 87070 NEOPRENE BULB WS1P FOR P-11005 • a . • 28 17334 617334 POCKET P -HOOK MOUNT 0 •••• 29 17335 617335 P -HOOK COVER _ - 30 17348 617348 POCKET P -HOOK FOR BOXRISER • • • • 31 17378 617378 135 CORNER • • • 32 17376 617376 135 FD€€D MOUNT ' ' ITEMS 40-53 ARE SCREEN PARTS: ••.' • 40 4319 612258 SCREEN SIDE RAL - LOCKSTLE 41 7LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 88152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAL 48 4318 812257 SCREEN BOTTOM RAIL . 47 688 7SRAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER - ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 O) D SCREEN ASTRAGAL ADAPTER 51 1692 61892 SCREEN SPLINE -.185° 52 1694 81694 SCREEN SPLINE - .159" 53 61816C20 SCREEN CLOTH 54 1725 1/r X4" X 1/18" SET. BLOCK, NEOPRENE 85 M-5 55 ' 1728 1" X 4° X1116° SET. BLOCK, NEOPRENE 85 +/-5 Item 60 61 62 63 64 65 67 88 69 70 71 72 73 74 . 75 76 77 79 80 81 82 83 • 409 • 101 •103 • 104 • • ' I85 • 496 • . • •407 108 • . 9O% • 110 • '3i� 112 113 114 115 116 117 118 119 120 123 PGT Dwg. # PG 17325 17328 17327 1225 1729 17328 17329 17339 17324 17350 1695 8153 8153 8185 17357 17359 • 17360 1224 81745 8052 •••• 617: 617: 617: 6712,1 717 617: 617: 817: 817: 417: 716 781f 7811 SILK 781E 71032X 7103 617: 617: 617: 6TP2 174 480 1695 8',86 6$3•• 17344. 17861 . 1709• • 1740 • 731 •• 1?2.• 1235 1712 17336 17337 17338 17352 • 720 •a 716. 781E ' : 7SDK • 817: a 617: •a 717: • 717, • " 7816; •• 761 710Xi4P 876 640 710X11 710)0 720} 720X1 6173 6173 611T 6173 Rood eye awc Revision: Roved By: Dab: RovIsiong Dolts R.v7•la.c A�.ney: JR 10/10/14 Cisokod By flaw 1070 TECHNOLOGY DRIVE N. VENICE, PL 3427E (949)-480-1600 CERT. OFAUTH. #292913 j 5.069" 0.081" 2 -TRACK HEAD (6063-T6 AL) (6063-T6 AL) 70 4 -TRACK SILL 6.198" frannr- 0 081" --. 1.211" 2 -TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 7.105" 0.081" — 0 3 -TRACK HEAD (6063-T6 AL) 9.142" r 1 6.526" [I, 3 -TR (606 6.221" 0. • • . • •••• 0.081" — 4 -TRACK HEAD (6063-T6 AL) .. .• • • • •($j a • •• • . • • • • • '1S?F- � f_R • • • .''lri4" /f'�� FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN • LJ ADD-ON 12 ADD-ON (6063-T6 AL) (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. Q.C. 2 -TRACK • • 0.760" 1$ FRAME SIL 13 END ADD-+ (6063-T6 Al REQUIRES M OR 3/16" M ANCHORS @ Rend By: Daft Rev/sinew Raab nate Rarer Revadedr Dike Redstone arm* JR Dade: 10/10/14 a educt 1070 TECHNOLOGY DRIVE N. WM= FL 34275 (941)480-1600 CERT. OFM7111.529298 .016" 0.718" 0.062" 0.264" QFRAME SCREW COVER (6063-T6 AL) .155" 0.83"r._ 0.752" 0.574" 0.080" f • 3.802" (7: SILL .2 TRACK (6063-T6 AL) 2.30" 0.080" .- -rt- 0.830" .080" f +1.974" 2.44" -.-- 135° CORNER (6063-T6 AL) 3.979" 1 1.645" 0 STANDARD ASTRAGAL (6063-T6 AL) 1.003" 0.050" .550" 0.757" FIXED PANEL CLIP (6083-T6 AL) 0.709" 0.080" -0-1 FIXED PANEL RETAINER, 9116" (6063-T6 AL) 0.080" 0.075" P -HOOK (6063-T6 AL) 0.06 ; P -I AC (6( 135° FIXED MOUNT (6063-T6 AL) 3.979" • 000 • ..:441Z5" 3.125" 0 STANDARD STII (6063-T8 AL) 1.645'' • • •• •• ••• •• •• •••• 0.28x•,, • HEAVY DUTY ASTRAGAL • (6063-T6 AL) :•' • ' •• • • • •••• • 3. • 'I'dP/BOT •• 460 3-T6, • • ••• • 0.709" 2.893" i I 0.863 LJ FIXED PANEL RETAINER, 7/8" (6063-T6 AL) 90° CORNER RECEIVER (6063-T6 AL) 90° OUTSIDE (6063-T6 AL) Rawl By Awed By. Oats: grad By: ilakr OMNI By: JR 90/10/14 Checked flys Oat•: 1070 TECHNOLOGY DRIVE N. VENICE FL 34275 (941)480-1600 CERT. OFAUlTH. 629296 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER),,,, BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regula r(S si%ih > the of construction materials. The documentation submitted has been reviewed and ate Miami -Da e County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 135° corners — L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant MIAMIDADE COUNTY PRODUCT CONTROL SECTION 3�6 Street, Room 208 fY F(786)315-2599 in idad e.gov/economy LABELING: Each unit shall bear a permanent label with the manufacturer's tamp• or logo, city, statC, model/series, and following statement: "Miami -Dade County Product Control Approved", unlgss ilberwise noted herein. • . • • RENEWAL of this NOA shall be considered after a renewal application has beennycl and theire•has bees no change in the applicable building code negatively affecting the performance of tflis.prdduct. •••••• TERMINATION of this NOA will occur after the expiration date or if there has 1560 %revision ar change in the materials, use, and/or manufacture of the product or process. Misuse of this'ltldA as an en�iprsement of any product, for sales, advertising or any other purposes shall automatically terpinate,this NOA..Failura. to comply with any section of this NOA shall be cause for termination and removal pf NQA. • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Daae• County, Vdzlsa, and followed by the expiration date may be displayed in advertising literature. If any portion of the NbA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. • • • • • • •. NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 Page 1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, 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 Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idaimis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL.7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E.. 4. • (Submitted under NOA No. 14-0123.10) • • • • • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading 138f MC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading pe; C, TAS.2Q2-94 3) Water Resistance Test, per FBC, TAS 202-94... • °••••• 4) Large Missile Impact Test per FBC, TAS 20};94: .• . 5) Cyclic Wind Pressure Loading per FBC, Ti'S 2113-94 • •• • 6) Forced Entry Test, per FBC 2411.3.2.1, and`Afi t02-94 • . along with marked -up drawings and installation diagram of analunainum $!'i ng glas1 door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: • • • : • FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-09 • D. QUALITY ASSURANCE ' • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resourees•CAER). • E. MATERIAL CERTIFICATIONS • . ••..• •••• 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amesioa .Ipc. foxtl it "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring 12111/16. •• •• 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ame>ica;Ylc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 04/25/15, exprnng on 07/04/18. .' • .... .. • . • ..• • .• • F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-5m Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w190° &135° corners - L.M.I. approved on 10/29/15 and expiring on 02/17/20. • . • • • •• • • .•.• • • . • ...• • • • •••• • • •• . • •... • • . • • . • • • • • • • •. • . •••• • • • �� Jorge M. Plasencia, P.E. Fro,duet Contra! Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-3 • • SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANS VAF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR :OMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. TEST REPORTS: FTL-5880, FTL-5993. FTL-80O1, FTL-8014, FTL-6015, FTL-6017, FTL-8022, FTL-8023, FTL-6024, FTL-6025, FTL-6028, FTL-8031, FTL-6033, FTL-6036 AND FTL-7554 TABLE ••• • • • ••• Group • • • • • • Anchor • • • . • • • • *S • •Member Frame Mk Edge Distance Min Embedment 1 t Elco *ante I' • PIA' (mbl.�j.e5ia• HeaNSt''Jamb ' 1" 13/8" _ • Ungraded CMU, (ASTM GSO) Jamb Mk 2.1/3° 1-1/4• Grouted CMU (ASTM 090, min. 2 kW Gaff) Jamb only 2-4/2" 1.3/4" 2 1/4' Elan 410 8.8. Concrete (min. 3.36 kap H�9/Jamb 1' 1374' •WV" Jt CMU, (AVM 080)• • Jamb orgy 2.1/2' 1.1/4• • P �oy�6m Pla�(l 0.5If) Head13NNamb 1° 1.395' • • 3 44/4' Emaimaacall • • lAaieta (•alt. ZS kap • • Head788 1' 13/8' • • • •Un9mout� CM (AS C.>� • Jamb only 1' 1-114° • • 1410 5,3, 9M3, 17 tmeeda4n) • '. em P6f083- • Hesd/S0/Jamb 9/15 1378° • untlntary HSad/SI9/Janb 3/8' 0.083' Mad, A30' Head/SS/Jernb 318' 0.050' (min. Steel Stud, A853 Gr. 33' Head/881/Jamb 3/8' 0.0451' VWE�.oltBa-!�s i "'i" "'B'• •• • • • (n1(p•1 1589 • Heed/SE/Jamb 1-U2° 1.318' • • 7A�, (ASTM690) ,Iamb Dory 2' 1-1/4" CMjI (A1131,841410, mkt. Aram grout) Jamb may 2' 2' • •.T. **hem Pine (9000.85: Hand/SD/Jamb 1' 1-3/8' 4 #12, 68Aei SMS Ge (mfi. 11 threads/In) • *.T. 10.410X • 808 3.76° Hoad/SI ONamb 318- 0.083' Steel, A38' Head/S0/Jamb 3/8' 0.080^ Steel SW, A853 Gr. 33' Head/Si0/Jamb 3/8° 0.0451• • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •'P -HOOK INSTALLATION REQUIRES 2.693° MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P -HOOK REQUI 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2' THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 304 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TABLE B, SEE DETAILS ON SHEETS 4 & 5 Wass Typo Desalp5on (Listed from Exterior to Interior) G3 7/18' I a • (2) Lees of 3/18' HS Glees with .090^ KM Ntedayer 03A 9/18' Laminatet (2) Lees of 1/4' HS Gnaw with .090' PV8 Interlayer G4 7118' Laminated: (2) Nes of 3/16' HS 0ie8a oath .095 SG Interlayer G4A X18' Laminate 0 (2) Lees or 1/4' HS 01089 With .095 SO N Wlayer (38 1' Laminated I.G.: 3/18' 7 Exterior Cap +3/8' Air Space + 7/18° Laminated; (2)18es 0/3/18' HS Glass alb .050' PV8 Itd•tayen 05A 1' Laminated LG.: 1/4" TWend Cap • 6/18° Air Space +7/18' Laminated; (2) Lithe 0/3/15 HS Glass w0h .000° PV8 Iteilayer G8 1' Laminated I.G.: 3/18.7 Exterior Cap + 318' Mr Space + 7118' laminated; (2) Lees 0/3/18' HS Goa alth .09? SG ?nimbler GLV, TLaminated LG.:1/4'TExtent Cap +5/1GAir space +7/18'Lambat8d(2) Wes 0/3/18'HSGlace 67th_000'S0hdedeyer 07 7/18° Laminated (2) Uta 0/3/18' ANN (31esa with .1896' 8G h4edoyer GDA 9/16° Laminate& (2) Uta of 1/4' ANN Glass with .090° SG tededayer (38 1° Laminated I.G.; 3(18° TExteSaT Cap +318° Air Space +7/16" Land ated; (2) Lees 03118' ANN Glees with .080' SG ettedayer G8A 1' Laminated LG.:1/4' T Extoller (lap + 5/15 err Space +7118' Laminated: (2) Lees 6/3/18' ANN Glass 7881 .090" SG Idorlayon REMENTS. GENERAL NOTES 1 EXAMPLE CONFIGS 2-3 GLAZING DETAILS 4,5 ANCHORAGE-- 6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS 12-14 ELEVATIONS 16,16 PANEL / SILL TYPES 17 CROSS SECTIONS 18,10 PARTS LIST 20 EXTRUSIONS... _.........._... 21,22 DESIGN PRESSURE RATING IMPACT RATING SEE TABLESI,2 & 30N SHEETS 8, 7 8 8 RATED FOR LARGE 8, SMALL MISSILE IMPACTRESISTANCE STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5T11 EDITION •ASTM E1300.09 •ANSUAFBPA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 •AISIS100-07/52-2010 GLAZING NOTES: "ANN" = ANNEALED 'HS' = HEAT STRENGTHENED = TEMPERED °PVB° 0090' BUTACITE• PVB BY KURARAY AMERICA, INC. "SG' _ .090° SENTRYGLAS• BY KURARAY AMERICA, INC. PRODUCT REVISED 88Banding e with the Plodder N0A-No. 16-0629.06 Expiration Date 02/17/2020 BY Miami Product Control ORDSROIO JR Oats Daft rohr T9/H914 Roldeeme 8 Itatistrac Rsae.= ADDED &ACRST0ME V16. raaasl,ry Cas 3808 7E[a68OL03 08 VE It VFM =, R-34270 (941)4804890 Carr: OP Aunt alatax GENERAL NOTES AND MAP TIM SERIES 770 ALUM. SOD - LM IMPACT 600-778 NTS •"t 1 •' 22 mea PGT0130 Raw B '11r.' ' N0. 58706 Lu .".*:...(;)(,:•.. STATE OF '• </J\ '4.'PMII�rAh� P EXAMPLE CONFIGURATIONS MAX UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 NOM. PE MAX HEI PER TA 'ANEL WIDTH MAX. UNIT WIDTH NEF Xs RTABLES 1-3 el,i, TV iC7ii ig7 I API Al OR 4VO 14or Hca i`► in s�7iv UNIT ,:I?:�:[A TIO NO /1 iU7 / N r'; QtLESI.a F J GHT � 3 -PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 E7fk7iP7fFl MAX. UNIT WIDTH 2 -PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 • • •• • • • • • tNIhUR•4011S�OTES: •• • • • • 1 JBALI•CQNFISURAPTIONS SHOWN ARE ALSO AVAILABLE AS • • • • 1.0C/SET COl ' GU4ATIONS AT EITHER OR BOTH JAMB • • •• • i IONS II AETAIL'Jw , 'Jo', "Kw' OR `Kc" INSTALLATION. PLE: 4 -PANEL X)OO( IN POCKET (p) CONFIGURATION CAN BE 10300(p, p)000( OR )000(p. O)00( IN POCKET CONFIGURATION CAN BE 0)00(p.• •• l� 1• • 1 • • •2) �d 13 ° EF;ff)NFIGURATIONS CAN BE A COMBINATION • I t • *OF ^ 11 2 TRA HT CONFIGURATIONS. �u.li: 1 > _ - . • • • • NOM. AWL WIBT14, SEE TABLES 1-3. iLf{ISf •• •I°ad' Ir 'X" = OPERABLE PANEL, V p' =P�Fj(3LE P�IEL Q 7 •$ •N Cluj • • • • • • • 1\f -i -i • • • ft DETAIL LETTER "ar = WOOD OR METAL INSTALLATION . . . • . • • • • • "c" = CONCRETE INSTALLATION MAX. UNIT WIDTH MAX UNIT HEIGHT E PER TABLES 13 1 INU OA a, AIVI Xs fk1 el Ql el,i, TV iC7ii SA SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - r DLO HEIGHT= DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.806" NI/NW 7NkltiP7[) , I MAX. UNIT HEIGHT PER TABLES 1-3 , ai. All Xs II VI SA OA rn i`► in m ¶BY itY W7 F17 5 -PANEL CONFIGURATIONS 4 a POCKET HW \r J NE7NEM, NET [PP%EY POCKET 4 -PANEL CONFIGURATIONS omi.'.a,:eaux.aa NY/NE/VFW WV, MAX UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 CORNER TYP. (OUTSIDE CORNER SI-IOWN, INSIDE CORNER SIMILAR) armina Pam Bo Data arena nandDP aor a+mrale JR Stan 10119f14 ar.ameas fQm Il 'mmJOL00Y0FWE N. VBi1_ FL 94278 (84t) 4a0•t6m9 CERT. OF 411774. 979766 EXAMPLE CONFIGURATIONS 1 SERIES 770 ALUM. SGD - LM IMPACT awaw,re 800-T/0 NTS Stoat •2 022 P070130 Ran B PRODUCT REVISED as caamngplying with the Florida Buildi _NOA-No.�Oeedde 16.0629.06 Expiration Date 02J17/1.020 By Mia Product Contra1- A. LYNN MUM, P.E. P.E9 5871113 EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 NOM. PI HE PER T NOM. PE HE PER TA t MAX. UNIT HEIGHT, 96" OR 120" MAX. TESTED UNIT WIDTH = 355-7/16' @B6' HEIGHT 300-1/4° § 120' HEIGHT / L 414 Pu,CP4 NY, i1c7ieNFYIP‘1,7 • • ••• . • • ••. • • • • • • •CONiIGYIi4TIONS NOTES: •• • • • •• • : )4LLeOrIGUDATIONS SHOWN ARE ALSO AVAILABLE AS • • • • •POCKET C)NFI URATIONS AT EITHER OR BOTH JAMB • • • • • • •LOCATIONS USING DETAIL "Jw', "Jc°, 'Kw" OR' Kc' INSTALLATION. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE p)00ap. pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION • • CAN BE O)OO(p. • •• i . . • • i) L. i 13�:COREIF•R CONFIGURATIONS CAN BE A COMBINATION i • • ••O RANY 2 S RAIGHT CONFIGURATIONS. • • • 1 • 1) FOR NOV PANECWIDTH,SEE TABLES 1-3. "X° = OPERABLE PANEL, •t • • • Kr = IPIQIiERABI.F PANEL • • • • •'p•= P OCA• ••• • • • • •• • • • •• . • • • • • •.DET ::LETTER 6 -PANEL CONFIGURATIONS iFlR7iE�iE NE: NET • . • ANEL WIDTH� MAX. UNI -1 WED FH kjz.1 411 t TABLES 1-3 Ng WY 3 ililr li � �rlI:IIIYI7I_1 RCM,l ill PoexE Fl i 7 -PANEL CONFIGURATIONS T uJ% J w ANEL WIDTH MAX. UNIT WIU 111 ee tTABLESI3 �c+v �iC►�f L 0 � /`r UMW A.?;14�i. OP UNIT ♦ 1 \ A!i elk i ti !i eh I �L� m AL1Al •n / Nn«' GHTefi) BLES 1-3 i ill / ikl ill 1i %Ll %TY NUJP // 8 -PANEL CONFIGURATIONS T,r 'w' = WOOD OR METAL INSTALLATION 7 °c' = CONCRETE INSTALLATION 1---SHEETNUMBER DLO WIDTH = NOM. PANEL WIDTH - T DLO HEIGHT = DOOR UNIT HEIGHT - 10.125' PANEL HEIGHT = DOOR UNIT HEIGHT -1.866' tet: Da ffx Rood Els Restatesc faeats Usk lintstes DasmiJF JR Arta 10/10114 Manea Ildev 1070 TECHNOLOGY DRAM N. VENICE FL 3076 (941)4.90-f 600 CERT. OF ARM. AVM EXAMPLE CONFIGURATIONS 76k SERIES 770 ALUM. SGD - LM IMPACT SOD -770 NTS Meet 3 d 22 meowPGT0130 I B PRODUCT REVISED r combplCod wlth the Florida _NON-No.CCoadf 16-0629.06 E plration Date 02/17/2020 By act Control A. LYNN MILLER, P.E. P.E# 58786 GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7/16° NOM. 3/18" HS GLASS .090" PVB 3/16" HS GLASS EXTERIOR 3/4" NOM. GLASS BITE 7/16' NOM. 3/10" HS GLASS .090' SG 3118" HS GLASS IXTERIOR • • •• •• ••• • • • • • • ••• • • • ••• • • •••••• • • •• •• •• • • • •• • •••• •• • • • •• • •• •• •• ••• • •• •• • • ••• 1" NOM. -.-- 3/16" . - 3/16" HS GLASS .090" PVB •• • • • 03/16" GL T AS6 • • 3/4' NOM. • • • arie • • ' IGLASS BITE • • • `` ootiii lo 3/4° NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE 03 7/16" LAMINATED GLASS, TYPE G4 9/18" NOM. 1/4" HS GLASS .090' PVB 1/4'115 GLASS EXTERIOR `aR 3/4" NOM. GLASS BRE 9/18° NOM. 1/4" HS GLASS .090' SG 1/4" HS GLASS E)OERIOR a 3/4° NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G5 1' NOM. 3/16" HS GLASS .090" PVB 3/18" HS GLASS 6/16" AIR SPACE 1/4" T GLASS 0 4 EXTERIOR �!`0 11�/ 10 a 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A GLAZING NOTES: ANN" = ANNEALED "HS" = HEAT STRENGTHENED T = TEMPERED "PVB" = .090° BUTACRE Y KURARAY AMERICA, INC. "SG" _ .090" SENTRYGLA Y KURARAY AMERICA, INC. J Fp gad,* SIS Oak to ADDED SPACERS. Dirersfir JR Remits= fistelgtow •9" 107o TECHNOLOGY DRIVE N MICA R.34175 (941)400-1674 CERT. OPACTH. 429196 R/ GLAZING DETAILS SERIES 770 ALUM. SGD LM IMPACT tketettioant SOD -770 Salm NTS a.e 4 - 22 waoa PGT0130 Rea B PRODUCT REVISED 9a complying with the Florida Building Coda NOA-No. 16.0629.06 Expiration Date 02/17/2120 By MI GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 1"NOM. 3/16" HS GLASS 3/10" T GLASS 3/8' AIR SPACE t m .090' e Q , r�01 , 3/4" NOM. L" ® 1;y,� GLASS EXTERIOR BIM .'0.41111110 1" LAMINATED LG. GLASS, TYPE G6 3/16' HS GLASS .090' SG 3116' HS G 5/16" AIR SPACE 1/4' T GLASS 1" NOM. 0 A 7ERI llL 1 4 0 3/4" NOM. GLASS BRE 1" LAMINATED I.G. GLASS, TYPE G6A GLAZING NOTES: 'ANN' m ANNEALED 'HS° o HEAT STRENGTHENED "T" a TEMPERED 'PVB" _ .090° BUTACITE "SG" =.090" SENTRYGLA iSY KURARAY AMERICA, INC. Y KURARAY AMERICA, INC. 7/16' NOM. 3/16" ANN GLASS .090' SG 3/16' ANN GLASS EXTERIOR a kis 0 Bliit 3/4" NOM. rnii 1 B 0 • 1 • 7/16" LAMINATED GLASS, TYPE G7 9/16" NOM. 1/4' ANN GLASS .090' SG 1/4" ANN GLASS EXTERIOR a 3/4' NOM. GLASS BITE • . ••• • •• • • • • • • •• •• • • • • • ••• • • • ••• •• • •• •• • • . •• • • • • ••• •• • •• • • •• •. •• • . • l • tio/&.•-t. 3/18' ANN GLASS 090" e 3/16" /L.RSt 3/16" LA S • • • 09PA► • • 0 111k rill! 314' NOM. • • • CP I. GLASS :::`: TABLE 1: • • ••• • • • • •TABLE 1A Design Pressure (OP) and Anchor QuantitlesRequired, (for all approved configurations on Sheets 2 & 3) For Domer astragal arintu rage on 80' or 135° comer unite, sea sheat 11 Maximurn•DP:torall sk :•4+64/.80: be• n • • Tette M) • • Table alaplles to Glass Types 3, 3A, 5, 5A, 7, 7A, 8 & 8A and 810 Stile / Astragal types shown below Door Unit Height 80" 84 AO° SW 897!8° DLO 73-7/8" DLO 79718° 13L085718" DLO Anchor Grasp Anchor Group Anchor Groupe • • • • 1 2 1 3 4 1 2 ( 3 4 1 2 3 • 4 • 1 • •2 • 3, • 4 I Nomktal Pawl Width li 24" 1T DLO Head/Sill Corner 04+1 C4+1 C4+4 `C4+1 C4+1 0441 64+1 C4+1 C4+1 04+1 •04+1 :C4+1 -14+f ,24+= C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8•• •8 •••8 i B 8• i P-hoak 8+7 8+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 30° DLO Headlam 04+1 04+1 0441 04+1 04+1 C4+1 04+1 04+1 0441 C4+1 04+1 C4+1 C4+1 C4}1 C4+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P -hook 6+7 6+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Z+36 :+8; J78 7118 07l 38" DLO FlaadFSM G4+1 04+1 04+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 04+1 04.1 S4ela 64+& U+1 Jamb 8 8 8 8 B 8 8 8 8 8 8 8' •8: •8• •l • 8 P -hook 8+7 6+7 8+7 8+7 7+8 6_ 7+8 7+8 7+8 7+8 7+8 7+8 +Tit! •f+8• Fe ••7+t :7A 42" 35' DLO HeadlSIll 04+1 04+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 Jamb 8 8 8 3 8 8 8 8 8 8 8 8 8 8 8 8 P -hook 6+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+3 7+8 7+8 7+8 7+8 48° D41* UD,lamb Hea1/StI C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 04+2 04+2 C4+2 8 8 8 8 8 8 8 8 8 8 6 8 8 8 8 8 P -hook 6+7 6+7 6+7 8+7 7+8 7+8 7+3 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.87 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4", 3-1/4" AND 2-1/2° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDU1ON IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. • Sill Het htto Max. (+) DP • (Water Nitration Retln9) $1 SSser Height LocksUle @Jamb (Flet or Box, sea (�+Pr+� Sheet 17) ! Flush -1-1/2' a•• note 3 ea*. 2-1/2' + 48,67 D>S@um - 3.1/4" + 80.0 • ifgh-4" +80.0 • SES ROTES 1-3 •• ••• • • • OH LENGTH I+ -- OW ICI OH RATIO 31 T p DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT= DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.865" OH RATIO = OH LENGTH OH HEIGHT Interlock P -hook LocksUle @Jamb straight Astragal Assembly Lockstge @ Straight Astragal 90° Astragal Assembly Lockable @ " 90* Astragal 135° Astragal Assembly Locksttle L 1.35* Astragal Standard Stiles Standard StIle Standard Stile Standard Stile Standard Mlle Heavy-duty Stile Heavy-duty Stile Heavy-duty stile Heavy-duty Mlle o� a Standard Astragal = 0� Carter COutshle W Comer ' Outside Comer li!• _ �.. Inside Corrs nal Corner Part 460 (x2) Part #60 Part #60 Part 860 (Stile) Part #67 (Astragal) Part 460 Part 451(Stlla) Pert 4118 (Cerner Receiver) Part 4119 (Out.) Part #120 (In.) Part 461 (Stile) Parts #31 & #32 (Com. & Fad Mount) Part #61 a".d0n 0,t ftervlBr lasiikom 1 ttax lartftess bundle JR WHO114 Dela 1070 TEWWOLOGY=VE N. Vewc€ fi 34118 011460-1800 GIRL OF AMU 929288 DPANDANCHORAGE Utt SERIES 770 ALUM. SGD - LM IMPACT scogio NTS 6 + 22 POT0130 8 PRODUCT REVISED BouUdIng tCOCr with tiro Florida NOA-No. 18-0628.08 Expiration Date02/1712020 Rif A. LYNN MU EP, P.E. P.EB waren TABLE 2: • • • . • • • . el.. Design Pressure (DP) and Anchor QOant@es Required, (tor all approved configurations on $Reed = & 3)i •• • • . •• • For comer astragmanmhoaga =Mr 8+135' comer units, 98e.11888 41 • • • • It• • • litaaxlmum DP for angina: +60/-60 • • Me be 9.41.4 by Table 2A) Table applies to Giasa Typos Door thig • • • • • • • • 4.4A. 8, BA, 7.7A 8 8 8A • so" 84 80°C8s) •I@' - • • • 1!6" • • • • •1 4' 129' BreSIM /Astragal types ea -1/8'01.0 73-118` DLO 767!8" 01.0 85-7/r 01.0 91-7/8'131.0 07718* 0.0 103.7/8' DLO 108.78' DLO and shown Meow.1 AnoharGtoup Anchor .. ,. Anchor Group Ascher (Seip Anchor Group Mao Group Anchor 44aap Anchor Group 2 9 4 1 2 3 4 1 2 3 4 1 L 2 3 4 1 2 3 41 2 3 4 1 2 3 4 1 2 3 4 17'1 Head/811104+1 C4+1 C4+1 04+1 04+1 04+1 C+1 GM C4+1 04+1 C4+1' 04+1 C4+1 04+1 Z1+1 04+1 04+1 24+1 04.1 C4+1d2'A+44 04+1-6441 04+1 • 1 C4+'� M1 1 1 04+1 04+1 24' Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 9 8 8 10.10 /1 10 •10 it 10 a. 1p 0 10 40 10 40 10 8+7 8+7 8+7 0+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 148 7+8 7+6 8+;yeg+� ;ye 8+1 0 2+9 1+9 I9+8 940 014 8+10 9+10 1410 9+10 9+10 Hea4I8II C4+1 04+1 04+1 C4+1 C4+1 04+1 04+1 04+1 04+1 04+1 04+1 C4+1 04+1 04+1 C4+1 04+1 C4+1 614+1 0441 CA*1 +1 poi, 1 04+1 OP -1 .14410 E4+1 04+1 04+1 04+1 04+1 04+1 90° DLO Jamb 8 8 8 8 a 8 8 8 8 8 8 8 8 8 8 8 10•.1. CO4 •• 10 10s 10 .1 10 '10 10 10 10 10 10 P11009 8+7 8+7 6+7 0+7 7+9 +8 7.8 7+8 7+9 7+8 7+8 7+8 7+8 748 7+8 1+8 8+9 8.9 8.9 8+0 8+9 8+9 8+9 8+9 9+ 9+18+10 9.10 9+10 8+10 8+10 9+10 Iiradl80 04+1 C4+1 04.1 01+1 C4+1 C4+1 04+1 04+1 C4+1 04.1 04+1 C4+1 04+1 04+1 04+1 04+1 04+1 C4+1 04+1 04+1 04+1 04+1 04+1 C4+1 04+1 04.1 04.1 04+1 04.1 00+1 04+1 04+1 35' DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Ninon 8+7 6+7 8+7 6+7 7+8 7+6 7+8 7+8 7+8 7+5 7+8 7+8 1+8 7+8 7+8 748 8+9 849. 8+8. 8. 8.% a+9 84 9+10 9+10106+1 9+10 0+10 9+10 9+10 +10 Head/8i0 0441 04+1 041 04+1 04+1 171+1 04+1 04+1 04+1 G41 04+1 C4+1 04+1 C4+1 C4+1 04+1 04+1 C0+1 04+1.04.1 06+1 ‘4+1 •1�CA+j10 1 08+1 GN1 04+1 05.1 C80+1 42' DLO Jamb 88 a 8 8 8 8 8 8 8 8 8 8 8 a 8 10 10• 10 ••161 •0 •109 111 46 10 •10 10 10 10 10 10 10 74umk 8+7 8+7 0+7 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9949 84 06. y •1+9 • .9 8+10 940 9+10 9+10 9+10 8+10 8+10 9+10 Head/8a 04+2 04+2 04+2 04+2 0+2 C4+2 04+2 C4+2 C4+2 04+2 04+2 C4+2 04+2 04+2 01+2 C4+2 0 +2 Cog+& r AV t4+10042 88+2 04+2 0•+2 08.2 C6+2 C5+2 08+2 05+2 C8+2 48CO41- DL Jamb 8 8 8 8 8 8 8 8 8 8 8 8 a 8 8 8 10 10 10 1 1r 10 tli '114 • 11/ 10 to 10 10 10 10 10 10 P-hook 8+7 8+7 8+7 847 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+8 8+9 8+9 8+9 9+10 9+10 - 8+10 9+10 - 9+10 9+10 9+10 9+10 Head/810 C4+2 04+2 04+2 04+2 C4+2 C4+2 C4+2 C4+2 C442 04+2 04+2 C4+2 01+2 04+2 04+2 04.2 54" a0 Jamb 8 8 88 8 8 8 8 8 8 5 9 8 8 8 8 P -900k 8+7 8+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 748j3 8,_ 7.8 63* Heod/811 C4+2 04+2 04+2 04+2 04+2 01+2 C4+2 C4+2 04+2 04+2 04+2 04+2 04+2 04+2 /08+2106+2 Not available in these sizes O'1 Jamb 8 8 8 8 88 8 8 8 8 8 8 8 8 8 8 _ P4look 0+7 8+7 0+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 1+8 7+8 7+8 7+8 \i j/ 1+8 NOTES; O = EXAMPLE ON SHEET 0 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4' SILL. DLO WIDTH 2) WHEN USING THE 2-1/2' SILL, POSITWE WATER DP IS 48.67 PSF MAX WHEN USING THE 3-114' SILL, TABLE 2A: NOM. PANEL WIDTH - T POSITIVE WATER DP IS 80.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 80.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 4", 8111 Height to Max. (+) DP (Water hiIitration Rag*OH LENGTH 4•"- DLO HEIGHT c DOOR UNIT HEIGHT -10.125° 3) 3.1/4' AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 15 NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM): THIS CONDITION IS 094 Riser Height ( or Box, see Sheet 17) (+) Design 49 p) , PANEL HEIGHT = OH RATIO 21 DOOR UNIT HEIGHT 1.866' NOT RATED FOR WATER INFILTRATION. Flush -1-12° sea Irate 3 1 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. Law - 2-1-1t + 48.87 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium - 31/4' +130.0 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE HO- 4' + 80.0 INSTALLED. SEE NOTES 1-3 OH RATIO =- OH LENGTH OH HEIGHT FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 22SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. PRODUCT REVISED PRODUCT complying with Me Florida IbilldITHE NO Code 130629.06 lntertOdi P -hook L.ockstlle@Jamb Straight/tarns 4 Assembly bly Lockstile gt StraigMAst I 90' Astragal Lod¢tile 44 Astragal 135' Astragal Lockable 4 135'Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty 51182 Heavy -gut -Site raga Heavy-duty Stile AssemblySrezpnagonDate02/17/2020 Heavy-duty Stile Heavy-duty Stile Assembly Heavy-duty Stile HeavydutyStile BY Standard Astragal Outside Comer Outside Inside rdistig � control Pillii IT 17:1=t1 Cornier �-.-q-1 r Comer 6�_ �•�« ��_ �� "235=1 ¢ L4 Incl +� '4 `.5::" , yr, • irtsldeComer' I 1 Comer Outside Corner :IQ. :-^r;AS• Part 961 (Sills) Part 951 (Stile) Part #119 (out.) Part 951 (Stile) Part #1.1(x2) Part/161 Part 861 Part 067 (Astragal) Part 861 Pan 8118 (Comer Receiver) porton:, (in) Parts 931 & 932 (Corn. & Ful Mount) Part#61 ... e ria ,, ": , - r..,- Romeo Mee a+rniam r R..aex a.+ w�R DRIVE DPANDANCNORAGE Iw SERIES :' 77QALUM. SGD - LM/MPACT MGfl4 tlA�d•sGEMOFADOL Mae 900-770 MS 7 d 22 0NMA POT0130 B LYNN MRJER. P6.JR FLEA 88708 TABLE 3: • • ••• • • • ••• Design Pressure (DP and Anchor Quantities Required, (for all approved conlgurat ons on Sheet962 Es3) s • • For camar astragal anchorage en a0° or 1354 carnet units. see sheet 11 . i • iMatdrqunblitsh4n below • • R.9e•be limited by Vas 3A) Table 8, applies E. 7, Astregal to 7A, 8 types Glass Types 4, 4A, & BA and the Stile / shows below. Design Pressure • Door Linn Height • • • • • • •• • • � � 80' 84' 90° 96° 102° 6' 69-718'121.0 73.78° DLA 794/8° DLO 88.7/8° DLO 91-7/8' DLO 97-7/8' ILO — Anchor Mmup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 1 1_ 2 1 3 1 4 1 1 2 1 3 1 4 +140 1 1 2 1 3 1 4 Opal 1 Zee 3 `81 • •- 1 t!1 Les* 4 +1 pet 1* 2 j•3 1 4 • • +/ , pet 1T Heed/SB 04+1 04+1 01+1 C4+1 0441 C4+1 04+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 04+1404+1 Q5/1 �1•�,.4' 041,1•04t1%4+1 1U1 C4+1 01.0 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 • los la • 10 Jo 10 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 _7+8 7+8 7+8 7+,•745 •10+3 8+9 149 MI _ 5+9 •M • 8+9{{ 8+9 8+9 Desks Pressure +1.90. p31 +182.6 pat +1-79 0 pot 30°23" He84J910 04+1 04+1 04+1 04+1 04+1 04+1 04+1 04+1 04+1 04+1 04+1 04+1 04+1 04+1 04+1 04+1 64+1 04+1 04+1 04+1 04+1 84+1 C4+1 04+1 DLO Jamb 8 8 8 8 8 8 8- 8 8 8 8 8 8 8 8. • 8 0 10 10 10 10 1010 10 P-1 6+7 6+7 5+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8 7+t +e • 1+$ & e •11+9 1419 8+9 B+9 19 Design Pressure +190 Opel • • • • • +/i2.Bpf91• • a • h76.0 psi 3a 29' Head+881 84+1 04+1 84+2 84+2 04+1 04+1 04+2 84+2 04+1 04+1 08+2 85+2 C4+1 84+1 011+2:449+1:C411 Q8II 0511 84+1 0081 80+1 (8+1 DLO Jamb 8 6 8 8 8 B 8 8 8 5 9 5 8 8 50q eo •10 • 14 10 10 10 10 1 P-6009 8+7 6+7 8+7 8+7J 7+8 7+8 7+8 7+8 7+8 7+8.7+8 7+8 7+8 , 8+9 8+•9 8+9 8+9 8+9 5+8 8+VI+9 8+9 8+9 IDesign Pressure +140 0 par +1828 psi +t--78.0 pat Hea818I3 04+2 C4+2 04+2 C4+2 C4+2 C4+2 65+2 C8+2 C8+2 C5+2 08+2 05+2 C6+2 05+2 06+2 08+2 05+2 85+2 05+2 C8+2 05+2 C5+2 06+2 C8+2 4r38° DLO Jamb 8 8 8 8 8 a 8 8 8 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 P-hodc 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+8 8+9 8+9 8+9 8+9 9+8 8+9 8+9 8+9 8+9 6+9 8+9 8+9 8+9 9+9 Design Pressure +140 0 psf See Note A below +1526 pat +1-78.0 pat 48'41° Head/S6 84+2 C4+2 08+2 88+2 C4+2 05+2 08+2 C8+2 C8+2 08+2 05+2 C5+2 88+2 C6+2 08+2 C6+2 00+2 68+2 C8+2 C8+2 C5+2 08+2 C6+2 08+2 01.0 Jamb 8 8 8 8 8 8 10 8 8 8 10 8 8 8 10 8. 10 10 10 10 10 10 10 10 P-hocit 6+7 7+8 7+8 7+5 7+8 8+0 8+9 8+9 8+9 8+9 8+8 8+9 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+40 8+9 9+10 9+10 8+10 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 45.87 PSF MAX. WHEN LASING THE 3-1/4° SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A 3) 4', 3-114" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 15 NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN TH6 DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. NOTE A: +/-90.0 PSF FOR GTASS TYPES 4, 4A, 8, 8A. 7A, 8 & 8A; +/-87 1 FOR GLASS TYPE 7 DLO WIDTH = NOM. PANEL WIDTH -7° DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT DOOR UNIT HEIGHT -1.666' THE FOLLOWING STILE & ASTRAGAL TYPES SHALL. BE USED FOR TABLE 3, SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETALS. Interlock P -hook Lockadle Jamb Straight Astragal Assembly Locistile (a Straight Astragal 90' Astragal Assembly Lockstlle @ 90° Astragal 135' Astragal Assembly Locksttle @ 13S° Astragal Heavy-duty Stiles Heavy-dutyStife Heavy-duty Stile Heady-dutySttte Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile +leas,-dutyStI1e y. 4 - f r moy HeavydutyAstragal aari Outside Corner Oude Comer inski=eri\ Comer }. InsideIamer Outside Corner � Insideide Cor Part#61(x2) Part361 Part#61 Part 361 (Stile) Part 368 (Astragal) Part#61 Part 361 (Stile) Part rout (comer Receiver) Part #3.3.9 (Out) Part#L20(In.) Part 361lune) Parts #31&332 (Com. & Fxd Mount) Part#61 TABLE 3A SM Haight to Max. (+) DP (Water Infiltration Rating) Sill Fiber Heigh (+) Design (Etat Dr Sox, see Street 17) Pressure, psi Flush -1-1t2' see rote 3 Liar -2.1/2° +48.87 Medum-3-114' +80.0 High -4' +90.0 SEE NOTES 1-3 Ods lead et 0.,wex sea **Mae Taney .E{ 01.2 10%0744 cratwS pfk (0701EHNOLDQYDRIYE k vedDr£ R.Size (949489lsal CERT, OFALM 6 DPANDANCHORAGE SERIES 770 ALUM. SGD - LM IMPACT ,p141+ SGD470 NTS 8 e 22 P070130 O L 8 OH LENGTH 1 -- OH RATIO k1 OH RATIO — OH LENGTH OH HEIGHT PRODUCT REVISED as complying with the Florida BefiCoft NNOA-N , 16.0628.06 Explratloe Date07/17/2020 zurd4X.Nabow, A. LYNN MILLER, P.E P.EJ+ 68705 SEE SPLICE NOTE, THIS SHEET NO FRAME "71& P -HOOK ANCHORAGE CONSISTS OF: JAMB (7) P -HOOK ANCHORS, REQUIRED cQ (PERPENDICULAR TO GLASS EXTERIOR PLANE) SEE TABLE Z SHEET 7 POCKETS AND SEE POCKET (8) P -HOOK JAMB MOUNTING INSTALLATION, ADAPTER THIS SHEET ANCHORS MIDWAY & SHEET 14 BETWEEN P -HOOK 4.051" 24" MAX O.C. 1 ANCHORS & AT 3" FROM TOP & BOTTOM MAX. TO OPENING EDGE OF POCKET END PANEL ANCHORAGE (2 ANCHORS) "+2" ANCHORAGE 1 LCENTERLINE OF PANEL 1 24° MAX / O.C. / t f L 60" SEE INSTALLATION DETAILS 'Jo' & Kc', SHEET 14 & PART DETAILS'J''&'K', SHEII19 FOR P -HOOK ANCHORS 6" SEE °C5" CLUSTER DETAILS, SHEET 10 FOR INTERLOCK Iy1�® 14' 1® z MAX 0.C. ----6" MAX END PANEL ANCHORAGE (SEE SKETCH BELOW) 6" MAX, TYP. 80° PANE U�J 3° MAX. 0 14" MAX O.C. 0 0 0 3" MAX ,• • ••• • • • ' a( 'Y' � H • • • •SEr'•CL R C5USTERDETAILS, ;REQtIIS' SIEET S0 FOR INTERLOCK • • • *LUSTER, SEE • • NZSM' DETAILS, SHEET 11 L WIDTHoiX �f^ / X • • •• • • • • • • • • • • • • • • x=FRAtME* • • • • •ANCHQRS 0 (� = P -HOOK • • .0, • ANCHORS • • • 0 • • • • • • •• •• • • • TIAIG • • • • • • ApAP'�R • 1 ANCHORS • x •• x • •• • • • •• • • • • • • ••• • ••• •• • • •• • • • • • ••• •• x x xx , x s xxx s, x x x '�,•t2° �•t2'+2':r ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE 2.04" x x x 98° UNIT HEIGHT x X' EXAMPLE: 5 -PANEL 2 TRACK, 90° OUTSIDE CORNER - p)XOCXO - EXT. MOUNT POCKET ANCHORAGE PLAN: 60" x96" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) CENTERLINE OF NOM. • , INTERLOCK PANEL SEE "CT CLUSTER WIDTH / ETALS, SHEET 10 1/ `/ FOR INTERLOCK / "+2" ANCHORAGE 3.5' ( LCENTERLINE / OF PANEL 2 �/ • l ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1.3, SHEETS 6.8: HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24° O.C. MAXIMUM. ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT - REQUIRED AS PER THE FIGURE AT RIGHT: 6° MAX. 24 x x SEE "CS" CLUSTER DETAILS. SHEET 10 FOR ASTRAGAL MAX O.C. x } 21" MAX. 0.C. 6" MAX "tr ANCHORAGE JAMBS & P -HOOKS: 6" MAX. FROM BOTTOM, 21" MAX ANCHOR PAIR O.C. (JAMBS), 14° MAX. ANCHOR 1 O.C. (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 8-8. SEE I P -HOOK ANCHOR DETAILS ON SHEET 14. "+2" ANCHORAGE SEE "C5"CLUSTER END PANEL CENTERLINEDETAILS, SHEET 10 � CENTERLINE ANCHORAG I INTERLOCK FOR ASTRAGAL I AASTRAGAL (2 ANCHORS) -moi I -- 3.5" REQUIRES "C8" CLUSTER, SEE DETAILS, SHEET 11 4.051" 2 -TRACK FRAME JAMB ANCHOR PAIR EXTERIOR -;j ice: CENTERUNE •+2• ANCHORAGE L CENTERLINE I OF PANEL 3 I OF PANEL 4 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS ) °+2° ANCHORAGE L- CENTERLINE OF PANEL 5 4 PAIRS OF ANCHORS (TOTAL 8 ANCHORS) PER JAMB (SEE JAMB DETAIL BELOW) ENO PANEL ANCHORAGE (SEE SKETCH BELOW) SPLICE NOTE: NON- STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE HEAD OR SILL W A SPLICE OCCURS AT THE P -HOOK. PRODUCT REVISED asDla amprdd with Ore Florida NOA-ms.-0629"08 Expiration oats02/17/2020 sY t Control urs Arai Dais nag Lime JRA axe 1W10I14 0aafO76x CN tom 731:30192013YMVP 1341)4361530 MT. OP MAR 320239 ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770ALUM. SOD - LM IMPACT �e sr -no NTS 9 e 22 POT0130 8116: A. LYNN MILLER. RE P.E#58705 ASTRAGAL OR L.SPUCE LOCATION INTERLOCK- IF NEEDED CENTERLINE 1 2 -TRACK FRAME HEAD/SILL Ca9 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED. "C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK IF NEEDED CENTERLINE 3.5° ASTRAGAL OR I (FOR SPLICE INTERLOCK...} CONDITION, USE CENTERLINE 'C6" CLUSTER DETAIL) T 7" I r EXTERIOR 4" DAG. v 2 -TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5°) 7' 2.04 ••• ASTRA• 0§ • •� SPLICE LC/CANNON • • • • • • ••• INTERLOCK NEEDED • • 12.04" CENT • • • — 13.5' • ••• • • • • • ••s. • • • • • b "IAL •i •V •♦ • • b • t • • • �• EXTERIOR • �•• • t. • 5' - ■.�■n 2 -TRACK FRAME HEAD/SILL 8" Illi■f1Y1 10 ASTRAGAL OR INTERLOCK �a TRACK (USE-IE�E �CLU,�TER FRAME JAMB ANCHORS ARG RSQUIREO, "06°)• • • • • • ANCHOR PAIR • ••• • • • •• •• • • •• • 8° DIAD. 2.04° EXTERI l 21° 1MAX • O.C. • 2.04' • • 21° 5.84" MAX O.C. ASTRAGAL OR (FOR SPLICE INTERLOCK- CONDITION, USE CENTERLINE 'C8" CLUSTER DETAIL) • • • • • • • • ASTRAGM OR • I •SPLIeE LOtA10141 INTERLOCK IF NEEDED CENTERLINE 3.5° T 2.04' • 8° DWG. 6' MAX. r4 -TRACK 8" DAG. FRAME JAMB EXTERIOR ANCHOR PAIR • 5.64" 4.08' 21' MAX. O.C. ANCHORS MAY BE INSTALLED EITHER IN THE EXT. OR INT. TRACK (INT. SHOWN) 5,84° NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P -HOOK SEE SHEET 9. EXTERWR 7° 3 -TRACK FRAME HEAD/SILL Cdt ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, 'C4") ASTRAGAL OR i..RPLICE LOCATION INTERLOCK IF NEEDED CENTERLINE I EXTERIOR 3 -TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5') ASTRAGAL QR..] (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE 1"CS' CLUSTER DETAIL) .-_I 3.5" 3 -TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR (FOR SPLICE INTERLOCK -.-I CONDITION, DO NOT CENTERLINE USE THIS DETAIL) 3.5° F3-7—TRACK FRAME JAMB ANCHOR PAR FOR SPLICED CONDITIONS ONLY; SPLICE LOCATION IF NEEDED 3.5" PRODUCT REVISED cln¢ with the Florida Liam NO16-0629.06 Exptratloa Deft 02117/2020 By Control EXTERIOR b 4 -TRACK FRAME HEADISILL OI ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED. 'C4") 4 -TRACK FRAME HEAD/SILL (? ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER • ANCHORS ARE REQUIRED, 'C5') 4 -TRACK FRAME HEADISILL Cat ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. "CB") WITH 8 WITHOUT SPLICE CONDITION Irased bac MASA= Rastelie Clara Iterra JR Vara 0/14 Radians eiS4ed$a ram TECHNOLOGY DRIVE K Viatica F.34275 GMT. DFALfl7 ANCHORAGE, EXAMPLECLUSTERS SERIES 770 ALUM. SGD - LM IMPACT 949-'0 NTS 10 s 22 PGT01X 70.5 • A. LYNN MILLER, P. . 90" CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C41 4.08° NTERIOR 2.04" INTERIOR 8.12' itllir INTERIOR 7 SM\. 2.04° 3.5" EXTERIOR 90" CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C8") 7° 90° CORNER 3 -TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS) INTERIOR 4' DIAG. ERIOR INTERIOR 2,04" •• •• 8.94" • 3.5" • 1 --- 3.5' 2.04" EXTERIOR • 40 •. ••• ••• • • • • W>ERIoRr • • • •• •• • • • • • • ••• • • • • • • •• • • • INTERIOR EXTERIOR 4" DIAG. • • • • • • • • • • 04" ••• • 2.04' NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 135" CORNER 2 -TRACK FRAME HEAD/SA.6 • • (USE WHERE 4 CLUSTER • • • ANCHORS ARE REQUIRED,•C4"): • • • • INTERIOR 7.41° MMi9;t 4.08EMEMITiM 3.5" EXTERIOR 7" 4" 135" CORNER 3 -TRACK FRAME HEAD/SILL (°CB° ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS) 4.08" 7° •• • • EXTERIOR 135° CORNER • HRACAMEk-IEAD/SILL • (MSE•NFERE 6 OIR 6 CLUSTER • AIrelbRVIRE RE&&IRED, "Cr) • • • • ••• •• 90° CORNER 4 -TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS ) mnr enr Dem IQM6"14 Robroug , , ler EXTERIOR 4" 135° CORNER 4TRACK FRAME HEAD/S01 ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4TRACK CORNERS) 1070 TEONNOLOGY DRIVE ft VEMCE, FL 3424 (9404804= CERT: OFAUR4929298 4 -TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3 -TRACK SIMILAR) ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUM. SGD - LM IMPACT Saftelfebt 5Giiam Sesist MTS 11 22 nolOoak POT0130 EXTERIOR +1 ANCHOR 1 . CENTERLNE 1 OF PANEL °+2" ANCHOR Z04" 3.6° 4 DIAG. CENTERLINE OF PANEL "+3° ANCHOR 2.04 7" 4° DIAG. CENTERLINE OF PANEL 2 -TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT 3 PRODUCT REVISED as aalliPighig with the Florida Building Code NOMuo. 16-0629.06 Expiration Date 02/17/2020 By Nla ro on act A LYNN MILUR, E.E. P.EP58705 INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 1/4' a MAX SHIM EXTERIOR EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP, SEE ANCHOR NOTE 3, SHEET 1 2 -TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP, SEE ANCHOR NOTES & TABLE A, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 6, SHEET -7 (114° MAX.) ] EXTERIOR I 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 2-1/16" EDGE DISTANCE: SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1 int 2 -TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 :alit 0, 1/4° MAX SHIM I --.- 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP. SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR EDGE DISTANCE: SEE TABLE A SHEET 1 2-1/16" 2 -TRACK FRAME JAMB WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE SEE TABLE A, SHEET 1 • •• •• • • • • • • • • • •WBEDI4ENT::SEETA, LF•I,,4HEET1 • • *EV pt:ANCI: •SE# TABLE A, SWEET 1 21/16" P 1/6•' pCTER'OR �_ n� • a._• • • •• •• •• �j • • • 1:11"111 -4.1 -•.Vii•• 'I • 2X WOOD WOOD ANCHOR TYP.• • METAlt Tr., • • SMS ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES* • • • •SEE ANNHOR • 1SMANCS1OR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A SHEET 1 1/4° MAX SHIM SEE ANCHOR NOTE 6. SHEET 1 (1/4° MAX) EXTEN00 2-1/16" At 3 -TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 •• • • • • • 2X WOOD s • • • TYP., SEE ANCHOR NOTE 3, SHEET 1• • Bet • ANCHOR NOTE 6, SHEET 1 (1/4° MAX) EDGE DISTANCE SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3 -TRACK FRAME SILL WOOD INSTALLATION i?aa v EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP, SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR 0 1/4° MAX SHIM F� EDGE DISTANCE: SEE TABLE A, SHEET" 1 3 -TRACK FRAME JAMB WOOD INSTALLATION • • • • • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 1/4' MAX SHIM 4 -TRACK FRAME HEAD C"f METiI•11STA`IiATION • • • • SMS ANCHOR TIP, METAL TYP., OR NOTE: SEE ANCHOR • 41,4OHlirsT 1 NOTE 4, SHEET 1 I a► v 4 -TRACK FRAME SILL METAL INSTALLATION EMBEDMENT: SEE TABLE A SHEET 1 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16' • 114' MAX SHIM I..-- oi/Mti 4 -TRACK FRAME JAMB METAL INSTALLATION NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. `DIAGONAL O.C. IS MIN 4' (HEAD & SILL) OR 6° (JAMB) SEE DETAILS, SHEETS 10 & 11. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 PRODUCT REVISED as oomalvin•Lode rtd with the Iloe Bang _NOA-Na, 180829.06 Exptratlon Date02/1712020 redoes! centra MIN. OF 3 THREADS'',,I",:; BEYOND THE ",:so LYNN 44...",,,„SUETAL BSTRATE �r� "�yOENISE'" * No.597057. Smelts Mat Road*: AVM lbednx bee Itratices JR W10114 Seeress Odes ram TECH tO1OGYDRAM M VIMSCM Rse>as (94r60 CERT..CFAun OMB ANCHORAGE DETAILS SERIES 770 ALUM. SGD - LM IMPACT Sittatoist SOD -7%0 NTS 12 d22 rkai !raft PGT0136 6 AI °F f' SSS/o NA% t.:`': P.E.R5870.5 INSTALLATION DETAILS EDGE DISTANCE: SEE 1111TABLE A, SHEET 1 CONCRETE 11Mill 2-1/16°' PER A, SHET TABLE CONCRETE PER TABLE A,SHEET 1 DSTERIOR a EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" 1/4" EXTERIOR MA a SHIM CONCRETE ANCHOR TYP., PROPERLY SECURED 1X 1 CONCRETE PER TABLE A, SHEET 1 EMBEDMENT: EE TABLE A, SHEET 1 • • 111111 SERT/�BLE•A, SI FT L • X11 20/16 t : •: TES: • ▪ • • • • . ALL DIMENSION • • • CHOWN ARE BASED • • •• pN MIN. ALLOWED. • VW' • • 61AGONAL O.C. Is fMAX & MIN 4" (HEAD SILL) SHIM OR 6° (JAMB) SEE 1/4" EXTERIOR MAX SHIM CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2 -TRACK FRAME HEAD oT• 3 -TRACK FRAME HEAD CONCRETE INSTALLATION 0 CONCRETE INSTALLATION viu CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (114" MAX.) EXTERIOR PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX) T 2-1/16“ - „ EDGE DISTANCE: 1111 SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 v EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A EXTERIOR SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX,) EXTERIOR _ 2-1/16"• N EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3 -TRACK FRAME SILL CONCRETE INSTALLATION CONCRETE PER TABLE A, SHEET 1 2 -TRACK FRAME SILL CONCRETE INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 CONCRETE OR CMU .0'1A' MAX. 1/4'MAX.SHIM I-+- PER TABLE A, SHEET 1 2 -TRACK FRAME JAMB Wr CONCRETE/CM)INSTALLATION ,r. v EMBEDMENT: SEE TABLE A, SHEET 1 'I 1 EDGE DISTANCE: SEE TABLE A. SHEET 1 CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A. SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 EXTERIOR 1/4" MAX. SHIM iw:D % SHEETS , IMi ••;k J •; •� 1Q08, 11. PROPERLY SBCURE1 1X • • :CONCRETE ANOHOR:IYIi, WOOD BUCkTIPP.,ISee SEEANCHORTJOIES &• ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 4 -TRACK FRAME HEAD CWRVEINSIALLATR/ ••• •• • lab . • CONCRETE ANCHOR WP• SEE AVIA& TAKE A, , H H 1 • PROPERRRYCS;ECURBD 1X Al •RNO1 SHEET•I 2-1/16' CONCRETE PER TABLE A, SHEET 1 2-1/16"" Orel '1 CONCRETE OR CMU PER TABLE A, SHEET 1 3 -TRACK FRAME JAMB CONCRETE/CMU INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 4 -TRACK FRAME SILL CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET1 CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET1 EXTERIOR 1/4" MAX SHIM t-- 4.TRAQ< FRAME JAMB CONCRETE/CMU INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/18°' CONCRETE OR CMU PER TABLE A, SHEET 1 CONCRETE PER TABLE A, SHtt I 1 PRODUCT REVISED Buu Blld with the Florida _NOA-No. 16:0629.06 Expiration Crate 02/17/2020 by dam t Control amaer e"r Rotates ReasdElx 0M" Aniskere Date JR 10/10114 1070 TECHMOLOGYDIVE M VBA FL 34175 (M1)4804600 cum OF ALM{ ANCHORAGE DETAILS SERIES 7TOALUM. SGD - LM IMPACT fidesaffit 6012-770 NTS Mae 13 a 22 Daft[. PGT0130 INSTALLATION DETAILS EMBEDMENT: SEE WOOD FRAMING TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 FRAME JAMB REQUIRED AT ALL INSIDE POCKETS TO PREVENT P -HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EDG DISTANCE: SEE TABLE P SHEET 1 PHOOK WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR (ALSO SEE TYP. 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET L 60 P -HOOK FOR USE WITH FLAT SILL RISERS PARTS #18, #20, #22 OR #24, WOOD INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 P -HOOK CONCRETE OR CMU PER TABLE A, SHEET 1 EXTERIOR MOUNT SHOWN, MAY ALSO BE INSTALLED IN INTERIOR CONDITION P -HOOK MOUNTING CONCRETE OR ADAPTER SMS CMU PER TABLE ANCHOR TYP., SEE A, SHEET 1 ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) E DISTANCE: SEE A SHEET 1 P -HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EXTERIOR 2 893" MIN. EDGE DISTANCE ©P -HOOK FOR USE WITH BOX SILL RISERS PARTS #19, #21 #23 OR #25, METAL INSTALLATION (SEE TABLES 1A 2A & 3A FOR WATER RATINGS) EXTERIOR MOUNT ONLY EMBEDMENT: SEE TABLE A, SHEET 1 • • •• •• • • • 2.693' MIC • EDGE • • DISTANCE ••• • • • • ••• NOTES: •• ••• ••• •• • • 1.AU. DIMENSIONS • • • • • • SHOWN ARE BASED • • • • • • • ON •MIN. ALLOWED. • • • • • ••• CONCJCMU ��jjNctu TYP., • 4NCHgRMITES • IABLE 1, SHEET MIN. tli E DTSONCE •: • EMBEDMENT: SEE TABLE A, SHEET 1 EXTERIOR •P-140OKJNOU01TING • • • •ADRPUERCOMC..MI! • :An q{OTI &T LE •A,€HEEIT1 • • ••• •• (ALSO SEE TYP. ILLUSTRATION, SHEET 9) RISER • • • ©P -HOOK FOR USE WITH ANY 5111 PARTS #18, #20, #22 OR #24, CONCRETE/CMU INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 INTERIOR MOUNT SHOWN, MAY ALSO BE INSTALLED IN EXTERIOR CONDITION P -HOOK MOUNTING ADAPTER CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A,SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 1-114" MIN. EDGE DISTANCE P -HOOK CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EXTERIOR 2.693* MIN. EDGE DISTANCE (� P -HOOK FOR USE WITH BOX SILL RISERS LJ PARTS #19, #21, 423 OR #25, CONCRETE INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EXTERIOR MOUNT ONLY 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE ' QYRPOSES ONLY. SEE • TABLE A. SHEET 1 FOR L APPROVED • SVBSTRATES. • 3. SEE TABES 1-3, SHEETS 8-8 FOR REQUIRED P -HOOK • AND P -HOOK MOUNTING ADAPTER • ANCHOR QUANTITIES. • ALSO SEE EXAMPLE ON SHEET 9. PRODUCT REVISED as complying with the Florida Building Code Npp-No, 16.0629.08 Expiration Date 02/17/2020 By 611a da Con nic awe Oak >WWU/14 nr rmailr nve 107117ECHNOLOOYORrvE N. VEMO& F134275 (80 0480 -MIX CERT. OiFALTH d29213B ANCHORAGE DETAILS SERIES 770 ALUM. SGD - LM IMPACT ee.a"dr 806.770 NTS ewe 14 >22 a.e.eas PGT0130 B -11 11 ;' 63' 65 •. 6T gl• R• I ..Ek P.E. CONFIG. EXAMPLES HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS 'Ase & SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 8-8 FOR MAX PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110)AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103)AT FRAME JAMB OR ASTRAGAL 3) PLEASE SEE APPLICABLE ASTRAGAL &INTERLOCK COMBINATIONS PER bP/ANCHOR TABLES. SILL DETAIL'D, SHEET 18; INSTALLATION DETAILS 'Dr/ &'Dc, SHEETS 12 & 13 PANEL CORNER DETAIL MAX. UNIT WIDTH MAX. DLO WIDTH • •••• • • • ••• •• •• • • •• • •• •• •• ��,,,, • • • • �4AX • • • • • . UNIT WIDTH NOM. PANEL WIDTH • • • • • • TYP. PER TABLE 1-3 • • • • • EXTERIOR • • -• ••• •• • • • • • • • • CORNER DIST, • ANCHORAGE SHEET 11 •• • • • ••• MAX UNIT HEIGHT PER TABLES 13 #10 X 1 -IIT PH SMS EXAMPLE: 90" INSIDE CORNER, 4 PANELS - XX/XX SILICONE BY OTHERS FRAME CORNER DETAIL Part# Description Material 124 Kommerlin9 4SG TPS Spacer System See this MaaterMte for ials 125 Quanex Super Spacer nXrwith Hot Melt Butyl 128 Quanex Duraseal Spacer 127 Cerritos! XL Edge Spacer REFERENCE TEST REPORTS; FTL-87l7, 8988 8 8970 #8 X 1' PH SMS STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS SILICONE STRUCTURAL. SILICONE 1/4" NOM. FOAM WITH DESICCANT INTERLOCK DETAIL • •• •• • iNP. Sid6ET 1% •• • •• •• • • • • • • • ,„,el OR • • =1i • • • • JNMH•DETAIL'G3/. ski. E •' • • 18; INSTALLATION DETAILS 'EN/ &'Gc', SHEETS 12 & 13 • • • •• • • • • • EXT. GLASS INT. GLASS DLO WIDTH = NOM, PANEL WIDTH - r DLO HEIGHT = DOOR UNIT HEIGHT -10.125' PANEL HEIGHT= DOOR UNIT HEIGHT -1.888' HOT -MELT SIBYL 3116° NOM. NOT. GLASS KODISPACE 4SG TPS 1D SUPER SPACER®NXT"° BUTYL8 DESICCANT FOAM EXT. GLASS ALUMINUM REINFORCEMENT POLYISO- BUTYLENE SEAL 6116' NOM ROLL -FORMED STAINLESS STEEL OCT. GLASS INT. GLASS -,ii INT. GLASS +m DURASEALO SPACER XL EDGE'"SPACER DESICCANT RU_ AREA 6/16' NOM. SWCONE SEAL qtr .91 ReadDA .0? War 08052016 a.� Atm 1GHar14 Rafikm B Warm Nal.* ADDEDSFACERS 0bah78ae dao 1070 TECHNOLOGY CRAM K VEABCE FL 84276 (811)480.11300 GEitr. OFAUr1L 1111501D ANCHORAGE DETAILS /EXAMPLE ELEVATION SERIES 7TOALUM. SGD -LM IMPACT Etithaltodt 600w IOW Pa NTS 115 d 22 liksaku POT0180 8 PRODUCT REVISED as li oomplCging wnh the Florida Non-NNaa.od 16.0828.08 Expiration Date02/11/2020 By l t Control A. LYNN MILLER, PE P.E 68708 CONFIG. EXAMPLES rP � FIXED JAMB DETAIL 'G2', SHEET 18; INSTALLATION DETAILS 'Ow' & SHEETS 12 & 13 INTERLOCK DETAIL `FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 • • ••• /T'M', SHEET 19 OPERABLE JAMB DETAIL 133', SHEET 18; c...1-4----.-.41--INSTALLATION DETAILS'Gw' & 'Gc', SHEETS 12 & 13 ASTRAGAL HEADER DETAIL 'A', SHEET HEADER DETAIL 'A', SHEET 18; DETAILS TV & 18; INSTALLATION DETAILS INSTALLATION DETAILS'Aw' & 'Ac', L2, SHEET 19 AW & 'Ac'. SHEETS 12 & 13 7 `SHEETS 12 & 13 1.SEE FRAME &1 PANEL CORNER CONSTRUCTION DETAILS SHEET 15 EXAMPLE:OXXX (2 -TRACK) ASTRAGAL DETAILS 1.1' & L2, SHEET 19 -',>Th P -HOOK DETAIL 'J' & 'K', SHEET 19; INSTALLATION DETAILS'JW; 'Jc','Kw' &'Kc', SHEET 14 JAMB DETAIL 1-12', SHEET 18; INSTALLATION DETAILS 'Hw'&'Hc',SHEETS 12&13 HEI P TAI 1 MAX. UNIT HEIGHT PER TABLES 1-3 SILL DETAIL 'D', SHEET 18; INSTALL DETAILS 'DW & 'Dc', SHEETS 12 & 13' SILL DETAIL'0', SHEET 18; INSTALLATION DETAILS Dvr &'Dc', SHEETS 12 & 13 INTERLOCK DETAIL 'M', SHEET 19 HEADER DETAIL 'B', SHEET 18: INSTALLATION DETAILS'Bw' &'Be, SHEETS 12 & 13 PANEL TYPE 'A' MAX DLO HEIGHT c> PANEL TYPE 'CS' NOM. PANEL W®TH TYP. PER TABLES 1-3 •• •• • • • • • • w, • • • PANEL • TYPE • 'OS••• MAX. UNIT WIDTH WIDTF� TYP. I•i,NEI! =YPE • • iF' • MAX' UNIT / HEIGHT PER • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • AMB DETAIL 'INSTALLATION SHEET • • • • /• 8; INSTALLATION DETAILS Gw' &'Go', SHEETS 12 & 13 • • • ji*TERIOR IIIRERIOR• • e • • • • • S X OCK DETAIL ET 19 90'OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNER ANCHORAGE • • •SHEET 11 • 'Y • • • •, • is1TERIOR • •• •� • -J • • • • F>e•FRQ NOM. PANEL WIDTH TYP. PER TABLES 1-3 EXAMPLE: 90° OUTSIDE CORNER - XX00( (2 -TRACK) JAMB DETAIL 11', SHEET 18; INSTALLATION DETAILS 7w' & INTERLOCK DETAIL' M', SHEET 19 'lc', SHEETS 12 & 13 MAX. UNIT WIUTH . UNIT ERS ILES -3 PANEL TYPE 'D' // 1 -•-•SEE r MAX HEIGHT DLO PANEL TYPE 12' / !D II PANEL TYPE 'L' NOM. PANEL WIDTHTYP. PER TABLES 1-3 a PANEL TYPE A / / L' NOSHEET 15 a MAX Oto HEIGHT �Q PANEL TYPE 'R' / PANEL TYPE 'L' — / SEE NOTE 2,-«u SHEET 16 a PANEL TYPE 'M' NOM. PANEL WIDTH TYP..- PER TABLES 1-3 0 MAX. UNIT WIDTH 1.SEE FRAME &1 PANEL CORNER CONSTRUCTION DETAILS SHEET 15 EXAMPLE:OXXX (2 -TRACK) ASTRAGAL DETAILS 1.1' & L2, SHEET 19 -',>Th P -HOOK DETAIL 'J' & 'K', SHEET 19; INSTALLATION DETAILS'JW; 'Jc','Kw' &'Kc', SHEET 14 JAMB DETAIL 1-12', SHEET 18; INSTALLATION DETAILS 'Hw'&'Hc',SHEETS 12&13 HEI P TAI 1 MAX. UNIT HEIGHT PER TABLES 1-3 SILL DETAIL 'D', SHEET 18; INSTALL DETAILS 'DW & 'Dc', SHEETS 12 & 13' SILL DETAIL'0', SHEET 18; INSTALLATION DETAILS Dvr &'Dc', SHEETS 12 & 13 INTERLOCK DETAIL 'M', SHEET 19 HEADER DETAIL 'B', SHEET 18: INSTALLATION DETAILS'Bw' &'Be, SHEETS 12 & 13 PANEL TYPE 'A' MAX DLO HEIGHT c> PANEL TYPE 'CS' NOM. PANEL W®TH TYP. PER TABLES 1-3 •• •• • • • • • • w, • • • PANEL • TYPE • 'OS••• MAX. UNIT WIDTH WIDTF� TYP. I•i,NEI! =YPE • • iF' • MAX' UNIT / HEIGHT PER • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • AMB DETAIL 'INSTALLATION SHEET • • • • /• 8; INSTALLATION DETAILS Gw' &'Go', SHEETS 12 & 13 • • • ji*TERIOR IIIRERIOR• • e • • • • • S X OCK DETAIL ET 19 90'OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNER ANCHORAGE • • •SHEET 11 • 'Y • • • •, • is1TERIOR • •• •� • -J • • • • F>e•FRQ NOM. PANEL WIDTH TYP. PER TABLES 1-3 EXAMPLE: 90° OUTSIDE CORNER - XX00( (2 -TRACK) JAMB DETAIL 11', SHEET 18; INSTALLATION DETAILS 7w' & INTERLOCK DETAIL' M', SHEET 19 'lc', SHEETS 12 & 13 EXAMPLE: O)XXQ SILL DETAIL '3' SHEET 18; (3 -TRACK, RIGHT POCKET). INSTALLATION DETAILS 'Ew' &'Ec', SHEETS 12 & 13 JAMB DETAIL'I2', SHEET 18; INSTALLATION DETAILS'Iw' &'Ic', SHEETS 12 & 13 MAX. UNI I WIU I M MAX. UNIT WIUTH . UNIT ERS ILES -3 MA UN EE PE TABI 1: PANEL TYPE 'M' SEE O SHEET 15 14> m'g' g 3-2 s 3 PANEL TYPE 'F' -+- X' PANEL TYPE °F' -- / MAX Oto HEIGHT �Q PANEL TYPE 'R' / PANEL TYPE 'L' — / SEE NOTE 2,-«u SHEET 16 a PANEL TYPE 'M' NOM. PANEL WIDTH TYP..- PER TABLES 1-3 0 I EXAMPLE: O)XXQ SILL DETAIL '3' SHEET 18; (3 -TRACK, RIGHT POCKET). INSTALLATION DETAILS 'Ew' &'Ec', SHEETS 12 & 13 JAMB DETAIL'I2', SHEET 18; INSTALLATION DETAILS'Iw' &'Ic', SHEETS 12 & 13 MAX. UNI I WIU I M 1 MA UN EE PE TABI 1: PANEL TYPE 'M' SEE O SHEET 15 14> MAX DLO HEIGHT PANEL TYPE 'F' -+- X' PANEL TYPE 'F' NOM. L WIDTH PANETYP. PER TABLES 1-3 E PANEL TYPE 1" 1 F+ - 0 EXAMPLE: XXXO (4 -TRACK, BY-PASS) HT ES SILL DETAIL', SHEET 8; NSTALLATION DETAILS 'FW &'Fc', SHEETS 12 & 13 MAX. UNIT WIDTH HEADER DETAIL 'C, SHEET 18; INSTALLATION DETAILS & 'Cc', SHEETS 12 & 13 Wtm NNW fA, OPT Redgara wamer JR X0114 f:adm4g, om 90/0 TELV04OLOQYDRNE M MX& 11.3075 (801}480.1600 CERT. OPAUmH EXAMPLE ELEVATIONS aae SERIES 770ALUM SOD- LM IMPACT 5130.770 NTS Rowe 16 a 22 POT0130 B PRODUCT REVISED S WIM' S WI withthe Florida_NoA-No. 160828.06 e••••••n vat* 17/2020 B Y MIS J A. LYNN MILLER, P.E P.E.058700 PANEL'S RIGHT STILE TYRE • • • • • • • • • • •L•• s . . .• am l PANEL TYPES SIINTERLOCK OUT INTERLOCK LE IN 0 --riFC VrI�HANDLE BOX OUUTT ASTRAGAL OUT HANDLE A� N� W/ HANDLE INT LOCKSTILE CORNEI W/ HANDLE O LE W/ HANDLE • 6 EC CORNER R HAADE+ SIE CIIIINEIFI VP WOLF! • 0118 an • NM 1339 CORNER 1 /IIA 136 RECEIVER W/HANDhal LE `OA -Tin $ L.l ._ u `-� _ E. e' i .+ r" u,z #117 i Y. • ae1 i m a --dies ' : r aa� ~ -.6F. ;: j �-`,. : 1 LNST L6ECK ECa– F PP K , ,/-'" TR 132 • • TQ • - . : • TV 7W SINGLE NLG IN INTERLOCK B E P A C IC W. •:SC',524' • .• '.iv SW 371,- RR R S S / /' .... FD .FC FV FW LOCKSTILE W/ HANDLE D OKttOf/0 0•7 • • • • •._••�/ • • • • • • • • • • PANEL'S LEFT STILE TYPE ASTRAGAL I BOX our - IN (°R • • • • • • • • • P16�LAO,�S: WI HANDLE ■ \ °MOW/ 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL ASIX IN SOX M /� f / V / 2.. & TYPES PRESSURE. LEFT ALJ INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF OW W/ HANDLE - PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS PANEL pr] ASTRAGAL / T U �,�� STILE ""'" V STILE ILABLE. 380,ARE�GALS /J mum omen; TO USE HEAVY-DUTY STILES AL IN 7"........'7'..." T (BOX 9.7 Usox �xM EITHER PANEL °E° SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND ( RIIOORR(#118 OR INTERIOR #120IVER 0118) Dj CORNER APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. WWI RT /t CI 4.136° ASTRAGALS TO USE HEAVY-DUTY STILES 061) AND CORNER ADDON 031). ssz^ ELT CORNER r SILL RISERS OPTIONS 90 LOCKSTILE 6: WI HANDLE 511:. S QT QS .23r �I EXTERIOR/RI 4 .232" EXTERIOR IE EXT CORNER :::, r ^S EXTERIOR ` 3061 � J .062 RECEIVER -_ W/ HANDLE 5118, CT !V- a �. �„ 2.666' 3.305' 0.056' INT CORNER J 1.56r � 1 9° RECEIVER ..0. W/ #.118'1 AT AS DF , -ft. - --I- - .�_ I (i_t —'� i PRODmUrCrTTaREVISED ocr CORNER SILL RISER, FLAT' SILL RISER, FLAT SILL RISER, FLAT SILL RISER. FLAT ith the ems- et„r.°' Florida 90 RECEIVER �� CF - � FLUSH, 1-1/2° LOW, 2-112 MEDIUM, 2 3-V4° 4 HIGH, 4° -No. 16-0629.06 '"+r // ' .TSO• _Non Expiration Date 02Y17/2020 EXTCORNER 138 RECENER _ t6'7 VT VS VF 360' EXTERIOR IN/HANDLE HAf�LE .:; ` 750' EXTERIORII RI roduet Goebel INT CORNER ; ..- 136 RECEIVER .46• WT WS WF EXTERIOR 9� EXTERIOR a-1 082, 4.068*fir W/HANDLE ` �. .oar 3.308• ;� ,}�: t/•. :. J Lear .—�1 1i I-� -%1�.:::..�}f,.'. �' SILL RISER, BOXI` SILL RISER BOX SILL RISER BOX SILL RISER BOX 5:1:,05 19• 21 FLUSH, 1-1/2' LOW, 2-1/2° MEDIUM, 3-1/4• HIGH, 4°'- * NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS. SEE SHEETS 6-8' IriI6 : r - STA:E gooses iFta R° U= O.oiem OF ^tcTloa.. `: Rome 1o70rrctmb/ooYDave 1E°67 PANEL TYPES • Ix v sin .�� ': ,. • . ' Am nix 0ms kardlage (941)1801100 SERIES 770 ALUM. SOD - IMPACT ; ':' • bast* JR llslr 10/10/14 *raw* oft CERT. [WAWA ® 820.770 NTS 17 a 22 PGT0130 tams B A LYNN MIU.ER, P.E. P.E556705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) FULL LENGTH OF JAMB $10 X 314' WE, X3 6° LONG MIDSPAN �r. J' .: 2 -TRACK JAMB 6° LONG CLIP #105 W/ RETAINER #108 MIDSPAN (SHOWN WITH FIXED PANEL TO 0 THE INTERIOR) eft•, �7 «i+ 0 0EXTERIOR �1 FULL LENGTH OF JAMB 2 -TRACK JAMB CUP #80 OR #105 W/ RETAINER #123 (SHOWN WITH FD(ED PANEL TO .0EXTSRIOR THE EXTERIOR) ©Tan - oat 0 1o om EXTERIOR o� a SHOWN WITH 2 -TRACK W/SCREEN OPT. SCREEN WY FRAME HEAD TRACK 2 -TRACK W/SCREEN FRAME SILL * ITEM 61 SHOWN, REM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6.8 FOR DP (PSF) ASSOCIATED WITH STILE. 2 -TRACK JAMB (SHOWN WITH OPERABLE PANEL) EXTERIOR EXTERIOR 2 -TRACK JAMB W/ SCREEN gig 7 1 1 • • •S. •• •• • • • • • • • • '• • is ) CALL I•IIIEL JA61B LENGTH • • • • • • -�• •• • SEEIDETN/011 • • PIN • GLIA • SBEi7ITAIL G2• • • • • FOR FIXED PANEL CLIP ...EXTERIOR 3 -TRACK JAMB (SHOWN WITH OPERABLE PANEL) • • • • • • • • • • 313,•ERme• •• 3 -TRACK JAMB (SHOWN WITH FIXED PANEL TO THE EXTERIOR) EXTERIOR O E 3 -TRACK s FRAME HEAD T OH' IN © 3 -TRACK FRAME SILL 72 OR 73 EXTERIOR o 0 1 1111�J� a. v 4 -TRACK FRAME SILL wio 4 -TRACK JAMB (SHOWN WITH FIXED PANEL TO THE INTERIOR) MAX. UNIT HEIGHT PER TABLES 1-3 72 EXTERIOR 4 -TRACK JAMB (SHOWN WITH OPERABLE PANEL) PRODUCT REVISED audbt C'E wing Hre Florida _MOA-Nvo.Ow� 18-0629.06 Expiration elate 02/17/2020 �r�mi'C�Prodact Control Road* Aseakac RvarILIO OAK Ilmtrionv swap 0s Rsaldam JR Or' sox t070TPpBJOLOGYDRIVE M YIENICk FL 342T5 /041)48041100 O9?t OPMMA MUSA VERTICAL SECTION` DETAILS 1•c SERIES 770 ALUM. SGD - LM IMPACT SG .no NTS 18 d 22 Fav 13078130 Ma. c6TC& A. LYNN MILLER. PE P.E.# 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) • •••• • •• •. • • • • • • •� *BERM • • • • ••• • • • • ••• • • EXT9210R P -HOOK FOR FLAT SILLS (DCT. OR INT. MOUNT) 43, EXTERIOR ,EXTERIOR INTERIOR • • STANDARD ASTRAGAL #67 WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIM (BOX -IN ) HEAVY-DUTY ASTRAGAL #68 WITH HEAVY-DUTY STILES #81 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN ) EXTERIOR 90° OUTSIDE CORNER 2 -TRACK SHOWN 4 INTERIOR 90° INSIDE CORNER 2 -TRACK SHOWN 4 INTERIOR 135' 4 INTERIOR E 135° OUTSIDE CORNER 01 2 -TRACK SHOWN EXTERIOR 136' INSIDE CORNER 2 -TRACK SHOWN Des Restrkore Itrantsr iterzeOBR JR Dees Dae 10/1004 atrial 1070 TT'G9IN OGYDRIVE N MICE.PL 34279 (041)480 -WO CHAT. OFRUTH 829238 HORIZONTAL SECTION DETAILS, CORNERS Vies SERIES 770 ALUM. SGD - LM IMPACT 896710 NTS 19 022 bratostex PoTo1 3 ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #6o (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. PRODUCT REVISED complying wlee the FloridaBung Cade NOA-No. 16.4629.06 nip IraVon Date 42/17/2020 By Mand Item PDT DQ POT# Description 1 17' 0 817308 2 -TRACK HEAD 2 17303 817303 2 -TRACK HEAD BATH SCREEN RAL 3 17309 817309 3 -TRACK HEAD 4 17312 017312 432A0( HEAD 5 17314 617314 FRAME SCREW COVER 5 17317 817317 FRAME IEAOIJAMB ADD-ON 7 17304 617304 2 -TRACK SLL 8 17301 017301 2 -TRACK SELL WRH SCREEN RAL 9 17307 817307 3 -TRACK SLL 10 17310 817310 44RAAC( SLL 11 17313 817313 FRAME SLLTRACK INSERT 12 17315 617315 FRAME SLL SCREEN ADD -014 (SEE NOTE 3) 13 17318 817318 FRAME SILL SCREEN END ADD-ON (SEE NOTE 3) 14 17305 817305 24RACK ,NMB 15 17302 617302 24RACK JAMB WITH SCREEN RAL 18 17308 817308 3 -TRACK JAMB 17 17311 817311 4 TRACK JAMB 18 17322 017372 SOS. RISER -FLAT, FLUSH, 1-1/2' 19 17319 817319 SLL RISER -BOX FLASH, 1-112• 20 17321 617321 SLL RISER -FLAT, LOW, 2-1/2 21 17318 817318 SLL RISER - BOX LOW, 2-12° 22 17355 817385 SLL RISER - FLAT, MEDIUM, 3-1/4" 23 17354 817354 SOI RISER - BOX, MEDUM, 3-114' 24 17323 817323 SOS. RISER - FLAT, HIGH, 4' 25 17320 817320 801. RISER - BOX HIGH, 4' 28 17333 1317333 POCKET P -HOOK 27 7070 87070 NEOPRENE BULB WSTP FOR P -HOOK 28 17334 817334 POCKET PBOOKMOUNT 29 17335 017336 P -HOOK COVER 30 17348 817348 POCETP-HOOK FOR BOX RISER 31 17378 817378 735 CORNER 32 17376 817378 135 RED MOUNT 11E45 40-53 ARE SCREEN PARTS: 40 4319 812258 SCREEN SIDE RAL - LOC(STLE 41 9118° BEAD 7LOCKWGSK SCREEN LOCKSET 42 82 41818 SCREEN KEEPER SPACER SET 43 8152 50152 SCREEN 24ER OCK ADAPTER 44 4428 84428 SCREEN DOUBLE NTTRLOC K 4$ 4317 . 812256 80115574 TOP RAA. 40 4318 812257 SCREEN BOTTOM RAL 47 888 7SRAZ STANDARD ROLLER 48 098 7SRAX STALOARD ROLLER- ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 817349 0M0 SCREEN ASTRAGAL ADAPTER 81 1092 81092 SCREEN SPLINE -.185' 52 1894 81894 SCREEN SPINE -.150° 53 7SOI£EP 81818020 SCREEN CLOTH 54 1725 105 112° X4° X1(18" SET. BLOC(, NEOPRENE 85 043 55 1724 1" X4' X1/16' SET. BLOCK, NEOPRENE 85 +1.8 item POT Dnrg# POT #, • i• •212440104.• i• •o •• 50 17325 617325 PAN EL STLLE - r • • • - •"-�•Q•--- • 61 17328 617328 PANEL STILE (HEAW DUTY), • • • • • • 82 17327 817327 INTERLOCKADAPTQR • • • • • • • . • • • 83 1225 61P248 VINYL BULB WSTP. -THIN (MOE INTERLOCK) 84 1729 '71729 SILL ENO WEATHERSTRIP PAD 85 17328 817328 543FRLOCK SCRF•W CIV • .. • • 87 17329 817329 ASTRAGAL • • • • • • • • • ' • 88 17339 017339 HEAVY DUTY ASTRAGAL • •• 89 17324 817324 • • TOP & BOTTOM p:ZIL • • • • • • 70 17350 417350 Wc'ATHE RsTRIS 19 ENIMOH I&LECTnNMOLDEDR • • • 71 1895 71895 1-112° X 1' X314' HIGH FN SEAL OUST P11105 72 8153 78163X TANDELA ST. 8TL ROLLER ASSY. 73 8153 78153N TANIEM NYLON ROLL.! 4 ASSY. 74 . &LICONE • • • • • DDW899, D09AF995p 410 • • • • 75 8185 78185N 0EMN1M0Ri10E3PLllDUAIJ1i(/CYAWNS TRW PIAT, • • 78 7103214FPFX #1032 X1" FL. SS BCRE1/1 W:IYF1 °F • • . • •• 77 7103239 10.32 SIEE2INC U • • • • • • • • • • 79 17357 817357 1°10 BEAD 80 17359 017359 7116' BEAD! MED PANEL CLP 81 ' 17380 817350 9118° BEAD 82 1224 871,247K VINYL BULB WEMII iSTRP 83 81745 1745 LOWE NC, 112 X1/10 SOL SAE At)H. TATE, POLYETH. 100 8052 48052 ROLLER ALL). HOLE PLUG 101 72087 JAMB BUMPER 102 1850 71885 OUST PLUG 103 8188 78185X 1° KEEPER 104 853 7SOI£EP SCREEN LOCK KEEPER 105 17344 617344 F5E0 PANEL C P - 8' 10NG 108 17352 617362 FLIED PANEL FETANER - 8118" 107 1739 71739 HANDLE KIT- NTER73R RAID WITH THUMB TURN 109 1740 71740 HANDLE KIT -RASED DOERIOR HANDLE 109 1731 78182314 HAM.E KG'- RECfSSDD NIERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT - RECESSED F)OERIOR PULL 111 710DO4PPSDAX #10 X314' PH. PN. TEK- S.S. 112 1235 871318 V,B 1P, .270 X.170 - FIN SEAL 113 1712 84088 .187'X230' FNSEAL 114 11090185734 010 X 1-1/2' 115 7103PPT #10X1" 118 72030X 81420X1"S,9. 117 725(11211 914-50X1-U7S.S. 116 17338 017338 90 DEGREE CORNER RECEIVER 119 17337 817337 OO DEGREE OUTBDECORNER AS1RAIAL 120 17336 8117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 817352 FRED PANEL RETAINER, 715' NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 66-59, 66, 7B, 84-99, 121 8122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES • MIN. #10 SMS OR 3116' MASONRY ANCHORS 24' MAX. Q.C. • • Rrieram itabbar Ibrakac Knato/Po' DMic 1070 TECINOADYDRIVE x 2ENIC4 19.04275 OND -47890 CERE OFAUTH.,1 8 PARTS LIST SERIES 77OALUM. SGD - LM IMPACT Salk NTS 20 22 POT0130 B PRODUCT REVISED no complying with 56= Florian EttilNEE-NNoCaro . 16-0528.00 Expiration Date 02117/2020 mina A LYNN MILLER, Pa P.E# 5670.5 5.069" J 0.081" -Mt" 02 -TRACK HEAD (8063-78 AL) 6.198" 1.211' 1 S 0 081" - 02-7RACK HEAD W/ SCREEN TRACK (6083-78 AL) 7.105" 0.081" 3 -TRACK HEAD (6063-76 AL) 0.081" 9.142" c� 4 8.562' - 0.080" 1.211" 0 4 -TRACK SILL (6063-T8 AL) .526" 1.36" • • • •• • • •1.505" • • • ••• • 0.081" •• - 0.080° • • 4 • ••• • • • • 08.198# • •• 6)3-TRAQ( SILL (806346 AL) 0 4 -TRACK HEAD (6063-T6 AL) FRAME HEAD/JAMB SCREEN 8 ADD-ON (6063-78 AL) SEE SHEET 17 FOR SILL RISERS. Rnoten n•2" liaichac 0.062° 8.221 • • •• •1688° •• • • • • • • ••• 0.081' • •• • • •• • • • • •• ••• • • 4D2.T44XCK JAMB (606346 AL) • 0.062" 5.089' 2 -TRACK JAMB W/ 1...f.1SCREEN TRACK - 0.080° (6063-76 AL) 1.505" 1.36' r- 0e0 2 -TRACK SILL W/SCREEN TRAc CK (8063-76 AL) 1.518" FRAME SILL SCREEN 12 ADD-ON (806378 AL) REQUIRES MIN. #10 SMS OR 3/18° MASONRY ANCHORS 24" MAX. O.C. 02 -TRACK SILL (6063-T6 AL) FRAME SILL SCREEN (.7,‘END ADD-ON (8083-T6 AL) REQUIRES MIN. #10 SPAS OR 3/18" MASONRY ANCHORS @ 24" MAX. O.C. 0.081' 7.105' 18 3 -TRACK JAMB (8063-76 AL - 1.35" 0.081' 0.141" 1.872° 1.019" SCREEN I STILE (6063-T8 AL) 1.045' 1.993° !I 0.062" OSCREEN 70P RAIL (6063-T6 AL) 1.993' • SCREEN • BOTTOM RAIL (6083-T6 AL) 0.876° 0.062" PRODUCTREVISED Bonding as - yCode the Florida NOA-No. 10-0020.06 Eaptratoa Date =17/2020 By 69 ro :in. 5;177:5 4 -TRACK JAMB (6063-T6 AL) ��' 6 elb listader Odt Rvolobear Dos OromBr JR Deo 10110/14 Owealte 0W 1070 TECHMLOGYlRN6 al vavntz ea MVO 6049780.4910 C1671: o"AVM St9293 EXTRUSIONS TAN SERIES 770 ALUM. SGD - LM IMPACT &ia7/0 MTS 21 d '2 Oro.eo PGT0130 B A. mini MI),LER P.E. F.8.#56705 .016° 0.718° 0.062° 0.284" F' - E SCREW COVER (6083-T6 Al.) 0.83° r_ 0.752" 0.080" 3.802° 2.304° 0.574" 1 SILL )TRACK (6063-T8 AL) 0.075" OP -HOOK (6083-T8 AL) 0.062° • • ••• • • • •• •• 0112° •• •• • • • • . • • 1�� • • • • i • 0.798'. • • 0.233° J 0.062' P -HOOK SCREW 29 COVER • • • • 0.0805 (6063-T6 AL) • . • • (6083-T• Al. • • • • • * • • • • • • • • • • • • ••• ••• • ••• 1.7: OP -HOOK MOUNTING ADAPTOR lP-NOOK FOR BOX RISER • (6083-T8 AL) • • • • • • • 1.974 2.44' 8135° CORNER (6083-18 AL) O135 FIXED MOUNT (6063-T6 AL) O STANDARD STILE (6063-T6 AL) 6.125". • • 61 HEAVY DUTY STILE (6063-T8 AL) OINTERLOCK ADAPTER (8083-78 AL) 1.060" 1.050" 0.050' FIXED 105 PANEL CLIP (8063-T6 AL) 0.125" 0 STANDARD ASTRAGAL (6063-T6 AL) 1.003° 0.7570 .550° -+- 0.709" 0.080' -►I FDCED PANEL 108 RETAINER, 9/16" (6083-T6 AL) Raaf h, Rr4fma Rw6Mc Ria Ctudoing Oak 0.080' 00..7 3° jT09" 2.89 0.883 L_ 123 FIXED PANEL RETAINER, 718" (8083.78 AL) 0281" O HEAVY DUTY ASTRAGAL (806316 AL) 1.03" I..- 3.25" O TOP/BOTTOM RAIL (6063-T6 AL) .045" ..... .- + .045' GLAZING 7/16" GLAZING 9/18` GLAZING U BEAD (LG.) °BEAD. FIXED 67,09/16` 1BEAD (6083-T6 AL) PANEL CLIP (8063-78 AL) (6063-18 AL) .611' 5.621' 1.303' 0.325' 0.062° OINTERLOCK SCREW COVER (6083-76 AL) 1.498° 0.080' 2.828" 90° CORNER RECEIVER (6063 T6 AL) PRODUCT REVISED 8 od% the Florida NOA-Nu. 16.0028.08 Expiration Date 02/17/2020 BY act Confab' 5.621' 4° 90' OUTSIDE CORNER ASTRAGAL (6063-T6 AL) 1070 TaYDRIVE M VENICE R.34278 (an) -4 t•m CHIT. QQAUAL 410 1® EXTRUSIONS 90° INSIDE CORNER ASTRAGAL (6063-T6 AL) M° SERIES 770 ALUM. SGD - LM IMPACT 8(X2"770 NTS weft 22 d22 PGT0130 B A. LYNN MILLER, P.E. P.E.# Salus DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 AHI (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 "CA -740F Fixed Casement" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details - LM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. mia midade.aov/eco nomv LABELING: Each unit shall bear a permanent label with the manufacturer's game• or loge ▪ Vitt, stats model/series, and following statement "Miami -Dade County Product Control Appsoved", unless otherwise .: noted herein. • RENEWAL of this NOA shall be considered after a renewal application has beeraecl'and there has bee? • no change in the applicable building code negatively affecting the performance of thi$p aduct. •.... • • • TERMINATION of this NOA will occur after the expiration date or if there has 4211ern revision orIchango•: • • • in the materials, use, and/or manufacture of the product or process. Misuse of thi3 NIA as an addatsemettt• • •; • of any product, for sales, advertising or any other purposes shall automatically teiilli'KatI this NOA. Failure •. to comply with any section of this NOA shall be cause for termination and removalof NIA.• • ADVERTISEMENT: The NOA number preceded by the words Miami -Dam. County, Til rich, an$ • followed by the expiration date may be displayed in advertising literature. If any portion otthe ACOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approvaldocument mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • NOA No. 16-0629.22 Expiration Date: April 11, 2118 Approval Date: August 11, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.11) 2. Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details — LM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. fl L-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA740F..:. aluminum fixed casement window, prepared by Fenestration 'Itii.Laboiratory, Inc. Test Report No. FIL-7063, dated 09/17/12, signed and sealed j hy„Digrlin P.E. (Submitted under NOA No. 12-1218.11) •• • • • • • • • ..•• • . . •• . • •• •• •• •. 1. Anchor verification calculations and structural analysis, complyingoomith FBC.i56 Edition (2014), dated 05/16/15, prepared by manufacturer, signed and sealed b fr. • . • C. CALCULATIONS Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.15) 2. Glazing complies with ASTM E1300-04 •• ...• .. . . . .. • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). noel ' , P.E. Product Cont miner NOA No. -0629.22 Expiration Date: April 11, 2018 Approval Date: August 11, 2016 E-1 PGT Industries, .Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`h Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.15) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.15) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.15, issued to PGT Industries for their Series "CA - 740F Fixed Casement" Aluminum Fixed Window - L.M.I. approved on 07/16/15 and expiring on 04/11/18. E-2 • . •• • .. • • • • •••• • • •••• . . .. . • • . • • •••• •••• • • • • • .... • •• • .... .. • • • Manuel Pere Product Control Exa NOA No. 16-06 2 Expiration Date: April 11, 2018 Approval Date: August 11, 2016 • • • • • • • • . •• • • GENERAL NOTES: SERIES 740 IMPACT -RESISTANT FIXED CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD UTE (CAP) MUST TEMPERED. 3) FOR MASONRY APPUCATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) AU. WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. iX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 13 NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 61300. B. POSmVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE I -AS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7063, 3579, 3580.3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NON ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. STANDARDS USED; .2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSUAF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 •AISI-S100-07/S2-2010 DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 6-10 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 4' MAX. A er VISIBLE LIGHT HEIGHT (DLO) 23" O.C. MAX IF HEAD OR SILL IS 80" OR LESS. 60" WIDTH 53` VISIBLE UGIT WIDTH (DLO) B, SEE SHEET 2 • • .• • •••• •• ••• O. • • •• •• •�'• •• • • • ••• • • • ® �^_�..• .B91-BUTACITEPVB • • • ▪ • • • •1•/ LED (BASS BY KURARAY ww AMERICA, INC. • • •• •• • • i \I' 1f 4" 5/18° Lard (118 An - .090" PVB -118 An) 6 19" O.C. MA • • X IF JAMB IS OVER 60". 1 A, SEE SHEET 2 71 1-168E6it li 8 Xi 23" O.C. MAX. IF JAMB IS 60" OR LESS. 9 4 7/8' Lem!. IG (1/8" An - 7/16" Air -1/8" An - .090° PVB -1/8' An a 8 19" O.C. MAX IF HEAD OR SILL 15 OVER 60'. TYP. ELEVATION OF FIXED CASEMENT WINDOW TABLE 1: •• • •• • EXTERIOR 4 •_ • 116 ANNEALED GLASS • 16" GLASS • • • • G4PSS TYR61 • • • • ?/e" Am • • • • • • • '�LA� ST�Cit I •i°-•tom • 1/18' LAMINATED GLASS STACK GLASSTYPES2&3 � � I TAB' NOM. • 1 ......_06/113. LAMINATEO GLASS STACK •GLASS STACK • 1AXANNEAL.ED GLASS .067 BUTACTTE'8 PVB BY KURARAY AMERICA, INC. U8' ANNEALED GLASS Gass Types Sheet 8 1 5/18° Lard (118 An - .090" PVB -118 An) 6 2 7/16" Laml (3/18 An - .097 SG - 3/16 An) 8 3 7/16' Lem) (3/18 HS - .090' SG - 3/16 HS) 9 4 7/8' Lem!. IG (1/8" An - 7/16" Air -1/8" An - .090° PVB -1/8' An 10 5 718' Lend. K3 (1/B" T - 7/16" Alt -1I8° An - .090" PVB -1/8` An 7 8 7/8' Lem!. IG (3118° An -1/4" Air - 3118" An - .090' SG - 3116" An 8 7 7/8' Leml. IG (3/18' An -1/4' Air - 3/16' HS - .090" SG - 3/18" HS 9 8 7/8' Lend. IG (3116° T-1/4" Air - 3/16° An - .090" SG - 3/18` An 8 9 718° Leml. IG (3/18' T- 1/4" Air - 3118° HS - .090" SG - 3N8" HS 9 'PVB"a BUTACIT SG"= SENTRYG 3INTERLAYER BY KURARAYAMERICA, INC. NTERLAYER BY IURARAYAMER11RS/ ,lf `".•' ;GE tiNS ti Q : 551p5 • Nn, 4-5 9, %i J''n'pti •.. FLOR�;�•' �i ,, A LYNN MILER P.E P.E.86870S GENERAL NOTES 1 ELEVATION ................._..........._... -..1 GLAZING DETAILS 1TI INSTALLATION ._2 ASSEMBLY TUBE DETAILS3 ANCHOR SPECIFICATIONS......_._.4 ANCHOR QUANTES DESIGN PRESSURES..._._ .............. 8.10 ASSEMBLY DETAILSIBOM-............ 11 • • •" 7/16"AIRSP 1!8' ANNEALED OR TEMPERED GLASS EXTERIOR a 11/18' GLASS BRE GLASS TYPES 4 & 5 114' AIRSPACE SOW ANNEALED EXIEROR GLASS 7/18' LAMINATED GLASS STACK 3/18" ANNEALED OR HEAT -STRENGTHENED GLASS ARP SO®BY KURARAY AMERICA. ANO MIX ANNEALED OR KEATSTRENOTHENID GLASS 11/18' GLASS BITE GLASS TYPES 6 & 7 GLASS TYPES B & 9 Revised By: Date: JR 05/05/16 Revised Br: Dote: Revision B: ADDED SPACERS TO SHEET 11. Revsron A PRODUCTRBVISE° as complyhtv411919811196Ma A No 7oN6->762�22 E:Lpimmer7are .�-s1R4 2cLB 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: Drown By. GENERAL NOTES & ELEVATION J ROSOWSKI CERT. OF AUTH. #29296 Title: Dote: FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 Series/Model. Scale: Street: Drawing No. Rev: CA -740 NTS 1 OF 11 MD-CA740F-LM B INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. EDGE DISTANCE AS REQUIRED PER TABLE 3, SHEET 4 WINDOW HEIGHT EXTERIOR a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. EDGE DISTANCE VISIBLE LIGHT HEIGHT (DLO) BUCK HEIGHT INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. r INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. NOTES: CONCRETE/CMU PER ANCHOR REQUIREMENT •9 c 1/4' MAX SHIM • •••• • • • ••• •• •• • ••• • •• •• • • • • • • • • • . • • • • ••• • • • • • • • • • • • ••• • • • • ••• BUCK WIDTH • • • ••• • •0 •• •• • • • •• • • • • • • AS REQUIRED • • • • • • • • • PER TABLE 3, SHEET4 • ••• • • ••• • OPTIONAL ADDON FLANGE C HEAD, SILL 8 JAMBS SEE DETAIL_ Al, BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X 10° MAX —+y INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER 1X AND 2X BUCKS (VYHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4'. • •• • • • •• •• m ••••• • • • 35-37 •• • • e • • ••• •• VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HORIZONTAL SECTION A -A 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM CONCRETE PER ANCHOR 4r • REQUIREMENT - �. • . - ` EMBEDMENT VERTICAL SECTION B -B L—e► $EE DETAIL A2 BELOW DETAIL Al A. LYNN MBUER P.E. P.E.068706 1070 TECHNOLOGY ORM N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 NOTES INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. 012 STEEL SELF-DRIWNG SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. 1) WHEN INSTALLING COMBINATION UNITS. ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Ara= Recurred cm each Side Mille Frame Asset Tube (FAT) h, LL Wedeln With Anchor Type A B,CBD 3 17' -220' 0 0 23'-6.0' 0 1 > 28'* 1 1 a Widow Heid Anchor Type A B, C B D 1r -2.r 0 0 23'-2g.8' 0 1 28". 1 1 VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 PRODUCT REVLSED es complying set* the Florida ilding Code AA°c Nu 04441. 22 Doren .4+:2,04 ?DIB Miemi:.., Pra0 L , "EF Revised Br Dote: Revision B: Revised By: Dote: Revision k DesaIption: awn oy: GENERAL NOTES & ELEVATION J ROSOWSKI Rite: Dote: FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 Series/Model: Sage: SEeei Drawing Na, Rev. CA -740 NTS 2 OF 11 MD-CA740F-LM B FIXED CASEMENT (0) WINDOW HEIGHT WINDOW 1 _ WIDTH I� 740 SERIES FIXED EXTERIOR CASEMENT WINDOW FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 6-10, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED RESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS' 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLES LABELED WINDOWANCHORS REQUIRED' (TABLES 2A & 28. SHEETS 4 & 5), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. B) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. FIXED CASEMENT / CASEMENT (OX) FIGURE 1: 740 740 SERIES FRAME SERIES FIXED ASSEMBLY CASEMENT CASEMENT TUBE WINDOW` WINDOW 1 • •• ••• • • • •0 • • • • •• •- AWNING / CASEMENT / FI7�EI' .0 SEinEgnxtdj • •• • • __—„_ • • 740 SERIES AWNING WINDOW • • D FRAM ASSEME0 •• D - • ••• • 740 SERIES CASEMENT WINDOW •• FIGURE 2 .J_ 10', SEE NOTE 7, I THIS SHEET 'SEE PRODUCTS NOA FOR INSTALLATION SPECS MIN. #12 X 1' SMS THROUGH INSTALLATION HOLES rrti.; "Mb%mml 740 SERIES FIXED EXTERI CASEMENT WINDOW FRAME ASSEMBLY TUBE HORIZONTAL SECTION C -C FOR EACH WINDOW IN A COMBINED ASSEMBLY: MIN.#12X 1” SMS THROUGH INSTALLATION HOLES 740 SERIES CASEMENT WINDOW E E • • FRAME • ASSEMBLY.� • • • TUBE `�740 SERIES FIXED CASEMENT WINDOW • • • - EXTERIOR VERTICAL SECTION DA 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW • • • • • • •• • • • • ••- • • • • ••• • • •• • • • •d • • • FOAMS ASSEMBLY TUBE NOTES: ••• • 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDMDUAL WINDOW. FOR SIZES NOT • • • 45.0WN, ROUND UP TO THE NEXT • • AVAILABLE WIDTH OR HEIGHT (i • •IMENSION SHOWN ON THE TABLES. • • • 2)S8Y 740 -SERIES PRODUCT • • • • �ASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE. SIZE AND DESIGN PRESSURE LIMITATIONS. 740 SERIES CASEMENT WINDOW EXTERIOR a VERTICAL SECTION E -E FRAME ASSEMBLY TUBE • PRODUCT REV7SEO as es®ytying With tlsofitselin A'dding •meNo 00'1' A.22 Expi Dace "�'S1>ti • 1�r Miam Dade Predm4 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1' SHEET METAL SCREWS, USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 82° IN LENGTH (AS USED MIN. # 12 X IN A 63' FLANGED WINDOW) OR BE 1°SMS USED IN TEE OR CROSS THROUGH CONFIGURATIONS. INSTALLATION 6) THE FRAME ASSEMBLY TUBE IS HOLES NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER 740 SERIES FIXED CASEMENT WINDOW 1) DETERMINE EACH INDMDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP. SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 6-10, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABFI Fn "WINDOW ANCHORS REQUIRED' (TABLES 2A & 25, SHEETS 4 & 5). THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING 145 TABLE LABELED 'N7NDO WANCHORS REQUIRED' (TABLES 2A & 28, SHEETS 4 & 5), DETERMINE THE NUMBER OF ANCHORS NEEDED N THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDTRONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. # 12 X r ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Ad•tlonal Amhara Re•IM on seen Skis °The Frame Assembly Tuba (FAT) C 7 14> Anchor Type A / L 0 � 740 740 SERIES FRAME SERIES FIXED ASSEMBLY CASEMENT CASEMENT TUBE WINDOW` WINDOW 1 • •• ••• • • • •0 • • • • •• •- AWNING / CASEMENT / FI7�EI' .0 SEinEgnxtdj • •• • • __—„_ • • 740 SERIES AWNING WINDOW • • D FRAM ASSEME0 •• D - • ••• • 740 SERIES CASEMENT WINDOW •• FIGURE 2 .J_ 10', SEE NOTE 7, I THIS SHEET 'SEE PRODUCTS NOA FOR INSTALLATION SPECS MIN. #12 X 1' SMS THROUGH INSTALLATION HOLES rrti.; "Mb%mml 740 SERIES FIXED EXTERI CASEMENT WINDOW FRAME ASSEMBLY TUBE HORIZONTAL SECTION C -C FOR EACH WINDOW IN A COMBINED ASSEMBLY: MIN.#12X 1” SMS THROUGH INSTALLATION HOLES 740 SERIES CASEMENT WINDOW E E • • FRAME • ASSEMBLY.� • • • TUBE `�740 SERIES FIXED CASEMENT WINDOW • • • - EXTERIOR VERTICAL SECTION DA 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW • • • • • • •• • • • • ••- • • • • ••• • • •• • • • •d • • • FOAMS ASSEMBLY TUBE NOTES: ••• • 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDMDUAL WINDOW. FOR SIZES NOT • • • 45.0WN, ROUND UP TO THE NEXT • • AVAILABLE WIDTH OR HEIGHT (i • •IMENSION SHOWN ON THE TABLES. • • • 2)S8Y 740 -SERIES PRODUCT • • • • �ASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE. SIZE AND DESIGN PRESSURE LIMITATIONS. 740 SERIES CASEMENT WINDOW EXTERIOR a VERTICAL SECTION E -E FRAME ASSEMBLY TUBE • PRODUCT REV7SEO as es®ytying With tlsofitselin A'dding •meNo 00'1' A.22 Expi Dace "�'S1>ti • 1�r Miam Dade Predm4 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1' SHEET METAL SCREWS, USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 82° IN LENGTH (AS USED MIN. # 12 X IN A 63' FLANGED WINDOW) OR BE 1°SMS USED IN TEE OR CROSS THROUGH CONFIGURATIONS. INSTALLATION 6) THE FRAME ASSEMBLY TUBE IS HOLES NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER 740 SERIES FIXED CASEMENT WINDOW 1) DETERMINE EACH INDMDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP. SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 6-10, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABFI Fn "WINDOW ANCHORS REQUIRED' (TABLES 2A & 25, SHEETS 4 & 5). THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING 145 TABLE LABELED 'N7NDO WANCHORS REQUIRED' (TABLES 2A & 28, SHEETS 4 & 5), DETERMINE THE NUMBER OF ANCHORS NEEDED N THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDTRONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. # 12 X r ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Ad•tlonal Amhara Re•IM on seen Skis °The Frame Assembly Tuba (FAT) , LL 1 Winder° Width Anchor Type A B.0&D 1r•22.9' 0 0 23' - 25.9' 0 1 29'• 1 1 6 u. Window 14•M ArtedwP WPM A 8, C 6 0 7T-229' 0 o 2S•2&9 0 1 26'+ 1 1 4 A N 80 1 co O re co F- ° Z A. LYNN MILLER, P.E FLEX 138705 CERT. OF AUTH. #29296 • • • ••• • • • •• • • •• • •• •• • • • • • • • • • • ••• • • • • • • • • • ••• • • • • Window Anchors Required (37" end Less on Short Side Dimension) • Anchor Type Shat Side • • under 23" 26-15/16" 27-314 29" 31-112" 33.112' 34 37" A BCDA No 914, steel 51.45 (G5) or 614, 410 SS SMS S. Pore BCDA r 1315' No BCDABCCIA 3/8' 5/8' .050" No A38 Steel 3)8' TAP BCD No A653 Stud, W 33 AB 518' COABCDA No B 012, steel SMS (G5) or #12, 410 SS MS S. Phe 5/8" BCD 1318" No i g under 23° Long Site 2 2' 2 2- 2 2 2" 2 4-2 318' 2 2 2 2 2 2 2- 2 2 2" 2.8St Concrete 2 2 r"7- 2' 2 2 2 2 2 2 2 Sot Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 26-15}15 Lag Side ' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 r 3 2 Shat Stile 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1 3 Lag Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3. 3 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3. 3 37, Long Side ' 3 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 ! l % Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 44" Long Slit3 4 3 3 3 4 3 3 4 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 4404 Lag Side 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 8 3 3 4 6 3 3 5 6 3• Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3• 531/8, Lang Side 4 5 3 3 4 5 3 3 5 8 3 3 5 6 3 3 5 8 4 3 5 6 4 3 5 6 4 3 5 7 4 3 Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 56'Lang Bide 4 6 4 4 5 8 4 4 5 6 4 4 5 6 4 4 5 7 4 4 6 7 4 4' 8 7 4 4 8 7 4 91• SSW Side 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 63° Lang Shia 5 8 4 4 5 7 4 4 8 7 4 4 8 7 4 4 8 8 4 4 6 8 4 4 6 8 5 4 7 8 5 4 Shoot Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 88-13/18° Long Stele 5 7 5 5 8 7 5 5 0 7 55 8 8 5 '5 8 8 5 5 7 8 5 5 7 9 5 5 7 95 5 Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 87112" uxo Skit 5 7 5 5 6 75 5 8 8 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 55 Shalt Me 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 88" Side : 5 7 5 5 8 7 5 5 6 8 6 5 0 8 8 5 7 8 5 5 7 9 5 5 '7 9 5 6 7 9 5 5 Shat Shat S de 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 77 Lag Side 6 7 5 5 8 8 5 5 6 8 5 5 8 8 5 5 7 9 5 5 7 9 5 6 7 9 5 5 8 10 5 5 Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 .2, Lag Sidor 8 7 5 5 6 8 5 5 7 8 55 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 10 6 5 Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 74, Lag Side 6 7 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 8 ID 5 5 8 10 5 5 B 10 8 5 Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 78, Lag Side 6 8 5 6 7 8 5 5 7 95 5 7 9 5 5 8 9 6 5 8 1D 6 5 8 10 8 5 8 11 6 5 Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 Lag SWI 7 8 5 5 79 5 5 8 10 5 6 8 10 6 5 8 11 6 5 9 11 8 6 9 11 66 10 12 7 6 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 114 tong Side 9 12 7 7 10 13 7 7 11 14 8 7 11 14 8 7 12 15 8 8 13 18 9 8 13 16 9 8 14 17 10 9 Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 134" Lag Silt 11 14 8 8 12 15 9 8 13 16 9 8 13 17 9 9 14 18 10 9 15 19 11 10 15 19 11 10 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 145, Lug Sloe 12 15 9 9 13 17 9 9 14 18 10 9 15 18 10 9 16 20 11 10 Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 TABLE 3: Group Anchor Substrate MIn. Edge DsWoso Min. O.C.Etnmm 0336908 MaAnchor erd Plate A 114" steel Ubraosn Follow Block 1' 6" 1-1(4" No 914, steel 51.45 (G5) or 614, 410 SS SMS S. Pore Sir r 1315' No 6063-15 Alun. 3/8' 5/8' .050" No A38 Steel 3)8' TAP .057 No A653 Stud, W 33 318" 518' .035", 20 Ga. No B 012, steel SMS (G5) or #12, 410 SS MS S. Phe 5/8" 1' 1318" No 6063-75 Alum. 315" 5/8" .057 No A38 Steal 3/8' 5/8' .057 No A653 Stud, Gr. 33 318' 6/8" .035 20 Ga. No C 174 steel UBrocon 2.856 Concrete 2-1)2 4" 1-3/8' No 2.8St Concrete 1" 4' 13/4' No Fallow Block 2.112" 5° 1-114' No 012, steel SMS (05) or #12, 410 SS SMS S. Pae 518" 1' 1-318" Yea 808345 Alum. 318' 515" .0713" Yee A38 Steel 3/8" 5/8" .057 Yee A553 Stud, Gr. 33 3/5 5/8' .045', 18 Ge. Yea TABLE 3: (cont.) •. • • • • • ••• • • ••• •• • • • • • • • • • • • • •• • • • • USE THI�TAALE RVI LL wism PER NATIONS DN SHEET 1. DIMENSIDIM SHOWN ARE TIP -TO -TIP. •• • •• PRODUCT REVISED edheilinahhi ul A887188eNo 16-o62W.'L2 .7131111 2D1$ r, , %IL!• M 2) FOR SIZES NOT SHOWN, ROUND UP TO THE • NWT MAILABLE SHORT OR•AMB SIDBDIMENSION Eli:it L•TABI..E.• • • •• • • • • •• • e 31iHVOIS SMT AltONG: DE�MAY BE• 4) SEE NEXT SHEET FOR ADDITIONAL INFORMATION. Group Anchor Subshate Ml n. Edge Demme Mn. O.C. Distance tan. Em Anchor Pate Required? 0 014. 510:4 BMS (35) or#14, 410 SS SMS 8. Pine 518' 1" 1.3/8" Yes 6083-75 Alm. 3/8' 6B' .0713' Yee A.38 Steel 3/8' 5/8' .030' Yes A653 Stud EP. 33 3/8° SIB' .045', 18 Ga. Yes 2.85k Concrete 1' 4' 13/4" Yes 2.85k Concrete 24/2' 4° 1.318' Yes 114' steel Ulhacon Hollow Meek 2417 5' 1.1/4" Yes Filled Block 2-1/2" 4" 1-3/4' Yes 1/4" 410 56 OeteFlsx 3.350 Concrete 1' 5" 1.314' No Nodose Bbd/ 24/2' 8" 1-1/4' No 5116' steel Ultmcon 3.5k Concrete 1-1/4" 6' 1314' No HoOar Block 3.1/8" 5 1-1/4' No R®ed Block 2-112' 5 1314' No 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. SAMPLE CONFIGURATIONS: x x x x 0 x 0 x .e8 x x x x O x tdC 1) OPERABLE (X) WINDOWS MAY BE CASEMENT WINDOWS OR AWNING WINDOWS OF THE SAME SERIES. a .2 8 N o° O CO aI— Z A LYNN MILER, P.E. PEN 68705 CERT. OF AUTH. #29296 • nom.. .V Window Anchors Required (Over 37" on Short Side Dbnenslon) • • • • • • • •Shad Anchor Type Side • • • • • 40" 44" 48.1t4" .53-118" 54" 58° 80" 83" • •• 6t a. ,•• A BCDA 2 2 BCDJA 2 2 2 2 B 2 CIDA 2 2 2 8 2 CJ 2 D 2 A 2 B 2 C 2 D 2 A 2 B 2 C I 2 D 2 A 2 B 2 C 2 D 2 A 2 B 2 C, 2 D A 2 3 13-1 2 C I 2 D 2 O gg b o„ Lang Side 2 2 2 Side 3 4 3 3 3 4 3 4 5 3 3 4 5 3 3 4 5 3 8 4 5 8 4 4 5 2•2 2. 5 5 2 26.15118° Long 2 2 2 2 2 Short Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 8 3 3 5 8 4 4 5 6 4 4 5 76.4 'L • 8 7 •5• • 5 35' Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 13 3. 3 48 •3 ,• 3 Short Side 3 4 3 3 4 5 3 3 5 8 3 3 5 8 4 3 5 7 4 3 6 -7 4 4 5 8 4 4 8 8 •5 ,4•;• 4. 7 9 •5 •5 •3' 3T Long Side 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 1 :2 4 '3 Short Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 3 5 7 4 4 8 7 4 4 6 8 4 4 7 8 5 9 5" 5 44„ Long Side 4 5 3 3 4 A 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5„ 3 3 4 5 3 3 4 5 3 3 4 5 3 3 Shad Stde 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 8 7 4 4 8 8 5 4 7 8 5 4 7 9 5 5 8 10 8 5 444/4° Long Fade 5 0 3 3 5 8 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 8 3 3 5 8 3 3 5 8 3•6 I0 3 3 Shad Side 3 4 3 3 4 5 3 3 6 8 3 3 6 7 4 4 8 7 4 4 7 8 5 4 7 9 5 5 7 9 5. 5 i� • 5 53.116' Long Side 5 7 4 4 6 7 4 4 6 7 4 4 8 7 4 4 8 7 4 4 6 7 4 4 8 7 4 4 8 7 4 •4 S e •4 •4 t Shat Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 5 • • 01 •6 •5-I 58” Lang Side 6 8 4 4 8 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4' 1 • 13 •5 •4 1 Shad SMe 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 8 7 4 4 7 8 5 4 7 9 5 6 8 10 6• 6 '11 li• 6 83'Long Side 7 9 5 4 7 9 5 5 7 9 5 6 8 10 5 5 8 10 5 5 8 10 6 5 8 10 8 6 8 10 8 5 7 9 5 5 Shod Side 3 4 3 3 4 5 3 3 5 8 3 3 6 7 4 4 8 7 4 4 7 8 5 4 7 9 5 5 8 10 6 5 8 11 6 5 68-13116- Lang Side 7 9 5 5 8 10 6 5 8 10 6 5 8 11 8 5 8 41 6 5 8 11 6 5 8 11 6 5 8 11 8 5 8 10 6 5 Shat Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 8 7 4 4 7 8 5 4 7 9 5 5 8 9 5 5 8 11 8 5 0110, Long Shy 8 10 5 5 8 10 6 5 8 10 6 5 8 11 6 5 8 11 6 5 8 11 8 5 8 11 6 5 8 11 6 5 8 11 8 5 Shat Side 3 4 3 3 4 5 3 3 5 8 3 3 0 7 4 4 8 7 4 4 7 8 5 4 7 9 5 4 7 9 5 5 8 11 6 5 Lag Side 8 10 5 5 8 10 8 5 8 11 6 5 9 11 6 5 9 11 6 5 9 11 6 5 9 11 6 5 9 11 6 5 6668045 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 8 8 5 4 7 9 5 4 7 9 5 5 Th„ Long Side 8 10 8 5 8 11 8 5 9 11 6 6 9 11 8 6 9 11 6 6 9 11 6 0 9 11 8 8 9 11 6 6 Shed Site 3 4 3 3 4 5 3 3 5 8 3 3 6 7 4 4 8 7 4 4 6 8 5 4 7 8 5 4 7 9 5 5 7„, _. Lang Stde 8 10 8 5 9 11 8 6 9 11 6 6 9 11 6 6 9 11 0 6 9 11 6 6 9 11 6 6 9 11 6 6 Shat Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 4 6 7 4 4 6 8 4 4 7 8 5 4 7 9 5 5 74' Long &de 9 11 8 5 9 1/ 8 8 9 12 7 8 9 12 7 6 9 12 7 8 9' 12 7 0 9 12 7 6 Shad Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 4 6 7 4 4 8 8 4 4 6 0 5 4 76" Side 9 11 6 8 9 12 7 8 9 12 7 6 9 12 7 6 9 12 7 8 9 12 7 8 9 12 7 6 S6o4 Ski Shod 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 3 5 7 4 4 6 8 4 4 6 8 6 4 64" Long Side 10 13 7 6 10 13 7 7 10 13 7 7 10 13 7 7 10 13 7 7 Shad Side 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 6 4 3 114° Long Side 14 18 10 9 Short Side 3 4 3 3 EXAMPLE 1: FOR WINDOW SHOWN BELOW, 7/18' ANNEALED LAMI. GLASS, 114" MASONRY ANCHORS INTO CONCRETE, +70140 PSF DP REQUIRED, NO ANCHOR PLATE AWNING ANCHORS (SEE SEPERATE NOA): A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) PROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. Dl SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. TUB 3 DE RULES ONTHSHEETS 2 & HEAD &ALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY 10"• 4 10° '1— f 108" / 61' • • •• •• • • • • • • • • • •• • • • • ••• • • • ••• r •• • •MI PROMO' REVISED m complying with the IFIneldt Building Code ',comm.,. o 16.0(•2.4,22 Dara .^51111 9Dig By i Mang • • • • PER NDOWS THE ELEYAYI ONSHEETL�1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE REXT ARI)RISIBLE %)RiRT OR LONG SIDE DIENN SHCIt ON THE TABLE. 14FIE:NINDOW'S $ORT AND LONG SDS MAY B41NYVIRD. • • 4) SEE NEXT SHEET FOR ADDITIONAL INFORMATION. 4 FIXED CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C 8 D ALLOW A DP OF +70/83.1. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 13.25° L_ 1 ti �++ 20' + 20' 48° i C) FROM TABLE 2B, 5 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2. INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE F00 1) CASEMENT (HEAD & SILL). N CO O m u_ 0 do o z oQ S A. LYNN MILLER, P.E. PRA, 58205 0 CERT. OF AUTH. FOR GLASS T iES . • •• • • 1) 5/16' LAM/ (1/$ A1U -7090: Pv%;,�1� : "PVB°= BUTACITE VB INTIt5LAYER�3Y iI�RA `t, INC. : • : • L SHORT SIDE Lowe �„I SIDE f LONG SIDE 1 �J SHORT SIDE • •• • • • ••4 • • ••• •• •• • • • •i • • • • • • • }• • • • • • •• • • • • • • • • ••• • 4 ••• • 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. • • • • • • • • • • • • 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY• • • • • • • • OR HORIZONTALLY AS SHOWN. • • • • • •• • • • • • ••• •• Demo Press= (94594Slagle W6ntlwra, A6 ANON Getups 881+8( e t0det23' 2318118" 274/7 33.1/1 32 44" 4844' 533118' 5E' 63' under 22 +701.86 +701.86 +72048-- +70690 +78/.96 +70/ 40 +707-86 +7679 +701-60 +76(48 28.16/16• +7(190 +70686 +701.90 +70/46 +761.80 +701-90 +78180 +70690 +70/-96 +70/.90 37" +701.90 +76180 +701-90 N098-40 +70. 0 474/ +761.0 +70/84.1 +701.77 +70/-70.1 44' +70890 +701-90 +70/-90 +70680 +701.90 +70140 +76484.1 +861-70 +8/67.8 +86181.3 48114- +70110 +781.90 +70/40 +7086 +70%90 +70/.94.1 +778.1 +8670 +8163.2 +71287.6 E 581/8' +771-8 +7(189 +701.90 +701-90 +7084.1 +807-70 +80-70 +8747.6 +70190 +70'40 9 60' +701.90 +70-90 +70780 +70/632 +70/-77 +80,47.8 +85532 +/-58.13 +78.90 +7(1-90 62 +7(140 +71686 +76190 +761-76.5 +70%701 +00681.3 +70480 10 32 +70160 +701.60 76' +701-90 +712446 +701.75.7 +148.6 4-56.8 +70140 +70.40 +70148 +7(18.4 +7780 84' +70190 +7('40.4 4761-71.3 4542 +701.7 +701.77 +71:-70.1 487.5 +70/.701 +701-701 FOR GLASS T iES . • •• • • 1) 5/16' LAM/ (1/$ A1U -7090: Pv%;,�1� : "PVB°= BUTACITE VB INTIt5LAYER�3Y iI�RA `t, INC. : • : • L SHORT SIDE Lowe �„I SIDE f LONG SIDE 1 �J SHORT SIDE • •• • • • ••4 • • ••• •• •• • • • •i • • • • • • • }• • • • • • •• • • • • • • • • ••• • 4 ••• • 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. • • • • • • • • • • • • 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY• • • • • • • • OR HORIZONTALLY AS SHOWN. • • • • • •• • • • • • ••• •• 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME ASSEMBLY TUBE WINDOW DIMENSION 818133// r '�ADDITIONAL DIMENSION� ANCHOR 'B' (4). IF REQ. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDMONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW 00494110014 FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL WINDOW ANCHOR DIMENSION (4), IF REO. "A" SEE SHEETS 1, 4 & FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCTIONMO as w15t5st33 Budding Code .Acceptance No ..r. -0023 %a E, .,'rdlo0 Due ; .r'Ml■ 1 9jLB Dy L Miami ae CO 2 J LL .r` 0 -i 1 c Z :It�S a Qry lL r 4 0UL t° cc0 Q N b 0 co ✓ Z iii coco C LI.I 8 H Q o S ° D W Z W W CO IX CO CD a. 0 Z U _ r•. t g 0(O W $V E� �W mX 1 $0 Fu_ R CERT. OF AUTH. Design Presat+. (pallor Windows Masted In a FumeAeaentlY Trite %I a m Dtmen 06 'A' ems 23' 2818112 27314' 33-1/2 37' 44' 4844' 081/6' 52 82 Andre Gawp Atehatr mow Ammer Gmup Anchor amp Anchor Gimp Amen Group Amim Getup AWN/ Group Mahar Gaup Aater693+4 A6 AU,.A9 A,CAD B ACED 8 A B CAD A B C50 A 9 CAD A 8 C 0 A 8 C 0 under 22 +7W-90 +70140 +70/40 +7048 +70669.1 +701-98 +784.74.3 +701-79.7 +/-825 +70/80 +701727 4586 +74140 ./-501 +1-51.8 +70690 +143.5 +4-47.4 +71287.6 +70/40 +/487 +/439 +75(40.7 +781-8.8 9816.15' +75/40 +70690 +78/49 +70190 +70'40 +70.44 +70190 477-70.7 +9840 +70/-90 +/64.4 +70690 +70690 +/-58.13 +78.90 +7(1-90 +1438 +70144 +7018 +701.90 Hd9.3 +70-77.3 +70..95 +70480 10 32 +70160 +701.60 +98.48 +70.88 +7(1.90 +70/-90 +78140 +70690 +70140 +70.40 +70148 +7(18.4 +7780 +78.04.1 470/685 +70!44.1 +70-77 +701.73.8 +701.7 +701.77 +71:-70.1 487.5 +70/.701 +701-701 401 +75/.8 +70.90 +706.80 +70440 +70190 +71240 +70.48 +70-98 +7841.6 +701.90 +701431.1 +701-74.4 +70/44.1 +81-70 +88147.7 +50170 4430147. +80141.9 +8147.8 +8W-10.8 4861413 +147 +81418 +80/81.3 48114' +7W-90 +7018 +7840 +78-60 +7018 +7890 +78-95 +7844.1 +7844.1 +7844.1 +701-8.1 */47.8 +7068.1 +88.79 +80141.7 +80470 +881439 +/-58.4 +8/812 +68432 8-116' +70/98 +70/40 47848 470,10 470/430 +70/441 +70144.1 +53170 +871-70 +801-70 +801-70 +88-70 +E01-70 +8847.5 +8867.4 +86679 52 +75198 +70/90 +78140 +712432 +71932 +706.7 +701-7 +80/47.8 +00/47.8 +60/479 +86432 +8143.2 +813432 93' +75/40 47890 +70165 +7778.5 +781.93.8 478.951 +781.70.1 +826813 +8/41.3 +60,813 70' +70190 +7844.6 +7775.7 +/-839 +683.9 +4-908 445.8 84' +70.90 +78404 +701-71.3 +1-542 +1-542 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME ASSEMBLY TUBE WINDOW DIMENSION 818133// r '�ADDITIONAL DIMENSION� ANCHOR 'B' (4). IF REQ. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDMONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW 00494110014 FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL WINDOW ANCHOR DIMENSION (4), IF REO. "A" SEE SHEETS 1, 4 & FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCTIONMO as w15t5st33 Budding Code .Acceptance No ..r. -0023 %a E, .,'rdlo0 Due ; .r'Ml■ 1 9jLB Dy L Miami ae CO 2 J LL .r` 0 -i 1 c Z :It�S a Qry lL r 4 0UL t° cc0 Q N b 0 co ✓ Z iii coco C LI.I 8 H Q o S ° D W Z W W CO IX CO CD a. 0 Z U _ r•. t g 0(O W $V E� �W mX 1 $0 Fu_ R CERT. OF AUTH. t1.13 FOR•GLASS•'GYPES: • • • • • 5) 7/8" LAMI. IG:(1/8" T - 7/16:42':1/8"7AN -041" TS 7 3/8" ITN) PRODUCT REV(SBP 'PVF'= BUTACITEIMR INTERLAYER BY KIQiARAY iMERl04, No; ' • • • • TABLE 6 • • • • • • • • • • • • as ccerrplTiog with rho Florida Mafding Code Aor�teeoe No IfrOG'2 ,12 � Date �� Design Pressure (psi) for StrgeWidows, All Actor GroupeL ^-w� �/pitotion BM7�7//:,., �..:. 1'f/iJa."..'�., Shalt Side under 73' 23-1818' 27814' 33142' ST 44' 48.1/4' 031/8' ST 83' LONG • • • • • • • 1 WI infer 23" +701-90 +70-90 +70790 +7090 +70180 +78x-90 +7090 +747.80 +79790 +7•-01 SHORT SIDE • to • • • • • • • •• • • •• • • ••• •• 2610/19' +RIND +7080 +75180 +70'-90 +70.189 +700410 +747.80 +701-93 +70/.90 +70-80 810E 1 • •• •• 37 +70180 +701-10 +7090 +7G 90 +70180 +70.90 +70410 +701.90 +704-87.8 +70-78.9 ••• • • • • • • • • m 44' +7030 +701.80 +704-900 +70.90 +70490 +70-90 +70-92 ' (� } . LONE ,]_ I SHORV• 0 0 • • • • • • g 48-1144 7030 +70490 +70100 +78'-90 +704• +7080 +70/30 SIDE --�' 810E J @I G9-118' +7040 +70-90 +700-90 +70.80 +7080 r LL. 9 93' +70.99 +70-95 +791-90 +70780 +70187.6 ) SEE SH4x 1 a 1, 4 & 5 FOR WINDOW ANCHOR O 63' +72.0 +70490 +701430 4708/2 +701-789 LOCATIONS AND QUANTITIES.W • • • • •• ••• 0 2 tt 70 +7030 +7080 +70883 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALL.O J • ti 2 Q 80 +7035 +764-95 +70.81.3 OR HORIZONTALLY AS SHOWN. • • • • 1 • • • • • • • • • • • • • • •' 0 z 0'U J a ; d TABLE 7: -F LLI fl r' Deai80 Premise WI for Witham Mashed to 8 Frame Assembly Tete rcpt on: SIGN PRESSURES PER GI ED CASEMENT WINDOW [ s/Maaek Scale: Sheet: CA -740 NTS 7 OF 1 Widow Dimension •A' 0 order 23' 2613118' 27304' 33-142' 376 44' 461/4' 83.118' 98' 63' By: Date: IOSOWSKI 08/08/12 Motor Grip Andes more Anchor Ono Arch. Group Anew Grip Mole Grip Mahar Group Somber Group Mahar Gnus Anchor Dtoup AB All Al A,CBD 8 A,C&D 8 A 8 080 A B 0 a D A S 060 A 8 C D A 9 C D t171023' +70790 +7080 +70/80 +7090 +704921 +78x35 +7074.3 +70--79.7 +/42.8 +7030 +70-727 +/38.9 +7080 +/418.1 +/-31.9 +70180 +4085 +4-07.4 +70-87.8 +70.90 +148.7 47-03.8 +70401.7 +70.89.8 39.15718' +7090 +7030 +7033 +7090 +70-95 +70414 +70-90 +701-70.7 +7030 +7080 +784.4 +70,80 +70-90 +/-08.8 +7043 +70410 +4-99.9 +72-84 +70790 +70-80 */47.3 +70.77.3 +70/03 +7080 8 37. +701-90 +7043 +701-90 +7043 +72-90 +7030 +70410 +7090 +7090 +70490 +701.90 +7088.4 +73130 +7043 +70.99.0 +7030 +70-877.9 +707-731 +70.87.8 +70187.8 +70-78.9 +/-I.8 +70.79.9 +70-78.9 44' +701-90 +7030 +7043 +70.00 +70.90 +7030 +7050 +7039 +70131.8 +7080 +7080 +70-794 +70-90 48-11' +7090 +7030 +70180 +7080 +79690 +70-98 +70-90 +7030 +704192 +70.80 +70.85.9 +70/-81.3 +70790 36148' +7090 +70.90 +7090 +7050 +7035 +70143 +70-90 98' +30790 +7080 +7090 +70410 +7055 +7037.8 +704178 83' +704.80 +7030 +7050 +7047.2 +701-972 +70-79.9 +750-79.9 78' +7080 +70-90 +70788.3 c^ 84 +7090 +70.93 +70813 1) THE WINDOWS WIDTH AND HEIGHT MAY 8E INVERTED. .s c IL ILLI o7C ASSEMBLY TUBE _ ® N FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FIGURE FOR HORIZONTAL FRAME + (111 ,ar . n o t< x LL - F TUBE Y SENSHEETS H4&5FOR WINDOW ANCHOR AND WINDOW y" .Tu ASSES SLY SEE SHEETSI,4&5 FOR WMDOWANCHOR LOCATIONS ANDTIONS L vzm1D' I"-.wpo > O s z z 0DIMENBKfN OU�ANTRIES SEE SHEET 1P MAX. QUANTITIES. SEE SHEET U WINDOW DIMENSION 3 FOR ANY ADDITIONAL IIII 3 FOR ANY ADDITIONAL ANCHORS REQUIRED •A' ANCHORS REQUIRED FOR THE FRAME ADDITIONAL FOR THE FRAME `} WWDOW -�'ID9JIENSION�+-' B' ADDITIONAL ANCHORW (4), IF I4Q- ASSEMBLY TUBE --� WINDOWASSEMBLY DNIEN810N *AI' 1....._ANCHOR (4), IF REQ. TUBE. ... SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS *rig id A. LYNN M U ER. PE 0E8 68706 16,4u -Ie FOR GLOSS "MU: • • • ••• 2)7/16"LAW. (3/16"AN-.080°S6•-.3718°AN :::•••i : 6) 7/8" LAMI. 1G: (3/16" AN - 1/4" :IR - 16" kN :t% r SG - 316° ts1) 8) 7/8" LAMI. 1G: (3/16° T - 1/4" AIR - 3/16" AN' .090•S0 - 3/1Q" M1)• 'SG'= SENITRYGLAS-INTERLAYER BY IWRARAYAMERICA, INC. - 06*191l 018911 re (p15) tor Singe W0086*, AB Arstbf Gleups 84333 851* wan 27 25-10118' 28' 31417 34' 40" 84. 00 63' 87.117 Under 27 *901430 +801.130 +06130 +801130 +87130 1171.133 . +90-136 +086110 +80-130 +17-130 26.16/16' +06130 +901130 +807-130 +844.130 +80/-130 *90-190 +901-130 +901130 +801130 +801430 87 +90-130 +8(}.130 +801123.1 +961168 +901110.7 +901-1087 +7--89.1 +1801 44-83.1 */-7813 A07-117 +96130 +86130 +97120.7+861139 +75.87.4 40'-108 .90697.8 +1 88.8 + /-80.6 - +178.3 *1-78.1 77 +86130 +961202 +901.118.7 +01-111.8 +901.106.8 +97991 +1611.3 +176.1 +173.8 2&1018' g77 +86131) +80.1279 +167.117.1 +807-1102 +86104.1 40432 +178 81-72.6 +77-80 .1879 84' +96130 +80.126.3 .0/-114.0 .80.107.6 +e01-101.3 +1-88.8 +1707 +779( +77.80 63' 114' +90.130 +961166 +96108.8 +801101.4 +8686 +173 +7780 +1660 +70.80 +7053 134' .80-130 +807417.9 +86108.3 .90-99 +801.466 +70i-71.1 +793.7 +7789.1 +7783.1 67-112' 146' +86129.8 .01410.4 +907-1089 +0798 +761.90 .701.93 +7780 +78198 +7790 +7777.4 L SHORT 81DE LONo 363E BHORT ��7 910E • ••• • •I • • • •• • • • • • • • •• • • • • • • • • • • • • • • • ••• • 1) SEE SHEETS 1, 4 8. 6 FOR WINDOW ANCHOR • LOCATIONS AND QUANTITIES. • • • • 2) TABLE DIMENSIONS MAY BE ORIENTED VERICAL%Y • • • • • • • OR HOR¢ONTALLY AS SHOWN. •• • • • • • ••• •• • •• ••• •• 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10' FRAME ASSEMBLY TUBE WINDOW DIMENSION "A" WINDOW � ADDITIONAL DIMENSION ANCHOR 'B' (4), IF REQ SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION 13* FRAME ASSEMBLY TUBE 111 10' MAX. ADDITIONAL WBIDOW ANCHOR I DIMENSION (4), f1- REO. •A" SEE SHEETS I,4&S FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • PRODUCTRDNISND cemptginE 84131100 Viands Ba98 Cods16.0624.22 INtsinsloo nate i.' niIn .18 .1/.,... !�,.a NE= -4 5 T's N CO 0 O a. W a rn W u) W a z 1W 0 C m to co co U LN A LYNN MILLER, P.E. 14 28 53705 61001811 Presslae (pa8 N 851080* A11ea1E4la a Flame Aseead87 Tare W90a0 Dimmmion'A' under 27 20-15/16' 20' 31412' 34' 40' 04 67 sr Anthill Gym Archer Group Anchor . Group Amts Croup Amller Glop /1505rCraup AmMr&cup Anawr Glmp Amher Group A8 AB AB A,C&D B A,C&D 8 A B C5D A 0 C&D A 0 C 0 A B C D I° umde/27 +7780 *7690 +7780 +7098 +75.87.4 +70-90 .70908 +761-87.7 +188.7 +70-88 *480 +/-00.8 .7690 +188.8 746.8 +70,84.7 .70190 4657 +1438 +7740.7 4-701-805 2&1018' +70190 +7690 +7750 +760 +7798 +7090 +70-80 +7677.7 +7698 +77-80 .1879 +70160 +7019( +1319 +701812 +7790 +70- 0 +/4&3 +77-71.3 +779( +77.80 63' +7798 +7688 +70190 .7680 +708-80 +7080 +7798 +7780 +1660 +70.80 +7053 +7674.3 +7688.1 *701-743 M-68.8 +77-96.1 +77.88.1 +70i-71.1 +793.7 +7789.1 +7783.1 67-112' +7790 +77.80 +7790 +7790 .7798 +761.90 .701.93 +7780 +78198 +7790 +7777.4 +19.3 +7794.8 +439.7 0084 +7098.0 +7088.8 +1.864 +1-59.4 .751.703 .77.78.3 77 +7780 +70190 +7090 +7798 +7690 +77.90 +7680 .70.90 +7680 .70.0 *77-728 +7673.1 .70.81.3 4463.3 +768 .77.781 +76701 +6822 +1-637 +781-73.8 .701-73.6 76 .7c +77-0 +760 +7798 +701.0 +7740 +7630 .7098 .160 .760 .70.78 .19.3 +70-78 +481.0 44924 +77726 +76728 84' +7790 +7680 .70190 +7790 .77-98 +7090 +10/-60 .70418.0 .77899 +77809 +77707 +1427 +70-767 914' +7098 .70160 +760 .7790 +76.98 .7690 +760 +77-73 +7673 +7673 934' +7098 +7790 +7090 +760 .760 +7750 +7690 140' +7783 +7790 +70-90 *77.0 .7798 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10' FRAME ASSEMBLY TUBE WINDOW DIMENSION "A" WINDOW � ADDITIONAL DIMENSION ANCHOR 'B' (4), IF REQ SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION 13* FRAME ASSEMBLY TUBE 111 10' MAX. ADDITIONAL WBIDOW ANCHOR I DIMENSION (4), f1- REO. •A" SEE SHEETS I,4&S FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • PRODUCTRDNISND cemptginE 84131100 Viands Ba98 Cods16.0624.22 INtsinsloo nate i.' niIn .18 .1/.,... !�,.a NE= -4 5 T's N CO 0 O a. W a rn W u) W a z 1W 0 C m to co co U LN A LYNN MILLER, P.E. 14 28 53705 ]+.1Y41,22,2 • • FOR43LA$S.1PE$: • • • • • •• •• •• •• ••• •• •• 3) 7/18" LAMI (3/16 HS - .090° SG •3126 HI) : • • • • i • 7) 7/8" LAMI IG: 3/18" AN - 1/4°•411- 8/16"*-IS..090°6G- MeV FIS) 9) 7/8" LAMI IG: (3/16" T - 1/4° SIR - 3716' -1198" S'G - 3/461-m '5G= SENTRYGIAS INTERLAYER BY KURARAY AMERICA, INC. L SHORT 810E LONG S87E „f SHORT SIDE • ••• • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • •• ••• •• 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. • • 2) TABLE DIMENSIONS MAY BE ORIENTED VER1tA& Y • • • OR HORIZONTALLY AS SHOWN. • • • • • • • • • • • ••• •• . • •_- Pressure (peyfor ShGle Wrtdow, A0 Andy amps BIo48hie Design Pressure 1po06r WIMcx9 ABndurdto a Frame Assembly Tuba under 72 28.16/16' 28' 31-1/7 34' 40' 54' 60" 43' 87-1/7 urdsrZ3' +4-130 +851-130 +990-139 +407-030 +901-130 +951-130 +86430 +85-135 4041 aa +861-130 26.15/16' +86130 +46-130 +46-130 +46-130 *801-130 +96-130 +86.130 +86480 +86.130 +46-134 63' +96-130 +96-130 +96-130 440430 +00/-130 +96.130 +86-174 486-130 +96-130 +801-130 47-117 +805430 +86-130 +46-130 +86-130 +96.130 +86.130 4545-134 +00/-130 +96130 +801-130 y 77 +86430 +90/-130 +96-130 +86-138 +66-130 +96130 +46-138 +401-130 +96.130 +7090 g79' +901-130 +86130 +96-130 +46.130 +96-130 +96-130 +46-130 +96-130 +70.90 +7590 84' +90-130 +86-174 +46-130 +401430 +86-134 +46-180 +60-130 PI 63' +7058 +7050 114' +901-130 +86.130 *46480 +86-130 +805130 +96-130 +70.90 *70750 +78685 *70-80 134 +85130 +90.130 +46430 (601-130 +90.130 +70/60 +7593 67-1/7 *7580 +70160 145' +86-130 +90.134 +401-030 +96-130 +70580 +7090 +7090 *7050 +7580 *76-90 • FOR43LA$S.1PE$: • • • • • •• •• •• •• ••• •• •• 3) 7/18" LAMI (3/16 HS - .090° SG •3126 HI) : • • • • i • 7) 7/8" LAMI IG: 3/18" AN - 1/4°•411- 8/16"*-IS..090°6G- MeV FIS) 9) 7/8" LAMI IG: (3/16" T - 1/4° SIR - 3716' -1198" S'G - 3/461-m '5G= SENTRYGIAS INTERLAYER BY KURARAY AMERICA, INC. L SHORT 810E LONG S87E „f SHORT SIDE • ••• • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • •• ••• •• 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. • • 2) TABLE DIMENSIONS MAY BE ORIENTED VER1tA& Y • • • OR HORIZONTALLY AS SHOWN. • • • • • • • • • • • ••• •• . • •_- • •. Design Pressure 1po06r WIMcx9 ABndurdto a Frame Assembly Tuba Window Dlms.oIon'A' under 27. 26.0019' 29' 314/7 34. G' 54 60' 63" Arnim Group Arcor Group Anchor Group AnahN Group Armh•Grop Anchor Grm• Anchor Grow Aruba/ Group Author Group A9 A9 AO A,C&D 8 A,C&D B A 8 C&D A B 0613 A 9 0 0 A 8 C D unties 23° *70.88 +7590 +70.98 *10560 +70.87.4 +7090 +70/80.8 +7017.7 +/88.7 *70.48 ++55 +1.50.9 +70-90 +678.5 045.8 +79184.7 +701.90 +915.7 *43.8 +7080.7 +70-89.6 240116' +7090 +7090 *70-90 a7590 +70-90 +701-90 *75590 +75/-77.7 +7050 +7040 *6870 +70.90 +7590 *651.8 *70431.2 +70150 +7050 +/-49.3 +70+-77.3 *70598 +7080 PI 63' +7058 +7050 +70.90 *7590 +74590 +70590 +7590 +7090 *7545 +70.90 *70750 +78685 *70-80 +7090 +70190 +76.95 +7050 +7590 *7047.6 +70/60 +7593 67-1/7 *7580 +70160 *7593 *7090 +7060 +701.60 +70190 +70580 +7090 +7090 *7050 +7580 *76-90 *7060 +70590 +75/90 +7590 +7594 +27.89.1 +7040 +75596 77 +7560 +7050 +701-90 +7590 +7590 +7050 +7590 +7580 +707.90 *7580 *7050 +78580 +70-90 +7060 +70/90 *7590 +7590 +7590 *70-90 +70-90 +70/90 76' +7050 +7060 +7590 +7056 *7040 +701.90 +70680 +701-80 *70146 +7040 +70180 +75/85 *70.45 +70550 +70/90 +7585 +7090 84' *7060 *7040 +7567 *7590 +70-90 +70/-90 +7596 +70580 +70590 +7580 +7050 +7580 +70/40 114' +7590 *7040 +70/40 +7050 +7590 +7590 *70.90 +70140 *701.90 +70-90 134' +7040 +7590 +7590 +70/80 +7590 +7050 +7580 146' +7053 +70590 +7040 +70983 +7590 13 THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED, FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME ASSEMBLY TUBE WINDOW DIMENSION •A• WINDOW ADDITIONAL DIMEN9�h4 �*-- ANCHOR B' (4), IF REQ SEE SHEET 4 FOR ADDTITONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTTTTES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW FRAME ASSENBLY DIMENSION TUBE 10' MAX ADDITIONAL --�WINDOW ANCHOR DIMENSION (4). IF REQ SEE SHEETS 1, 4 & 5 FOR WINOOWANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDTDONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • PRODUCTRBV)SEd7 ,n* nipy/nsWIthSwFfflddS ein1dag 1SE 0621.'22 �i;rS11 4201$ N 0 0 (9 0 w 0. z �W m 5- m0 U A. LYNN MILLER, PE +8868708 CERT. OF AUTH. 09296 • FOR.GLA S,1 PE: .. 4) 7!8" LAM'. IG:(va" AN - 7/1r I, i 14 Aldi .V0,1, ;1/8•AN) TUB'. BUTACITE4PVB INTERLAYER BY K1&ARAY {$64ER4+ INC: •7.1 • • • • • • ••• • • • • ••• L SHORT SIDE LONG SIDE • • ••• • •• •• • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • ••• • 1) SEE SHEETS 1. 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. • • • • • • • • • • • • 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICAlY OR HORIZONTALLY AS SHOWN. • • • • • • •• • • • • ••• •• • • Design Pressure Sol 5r Bbte Windows, All Afloat Grope Short SWe WIMure00n•ur6a"A" uta 24' 25-19718' 27474* 33117 37" 44' 46.144* 5318' 60 67 under 27 +6510 +801-70 +804-70 +60-70 +801.70 +601-70 +5-0/-70 +83470 +601-70 +80/70 25-16716' 10/70 +601-70 +804-70 +80-70 +60/70 +601-70 +60.70 +404.70 +601-70 +807.70 ar +60/-70 +604-70 +804-70 +807-70 +807N75 +80.70 +804-70 +60/-70 +60-70 +807.70 3, 44 +60470 +804-70 +80/70 +60-70 +80/70 +60.70 +801.70 +60/70 +601-69.6 +807529 48-174' 465.75 +601-70 +804-70 +60.70 +60-70 .65-70 +60.70 +801.70 +80464.9 +80/70 1 53418' +80-70 +60/70 +80/70 +80.75 +65.70 +80.70 +807.70 +6N-66.3 +807-70 +677.70 ST +801-70 +60-70 +80-70 +80140 +85.70 +607.80.8 +6561-9 .687-70 .807-77 +85-75 57 +85.70 +85-70 +60-70 +85-70 +60/70 +130/40.9 +85.15 +85.70 +65.70 .80679 76' +6510 +85-70 +85.70 +0580.8 +4-97 +85-0 +85-70 +03/10 +65-70 +60740 64' +01/40 +65-70 .80-70 +/ 88.6 +85619 +6060.8 +60152.9 +/67 +6044329 4&1/4 • FOR.GLA S,1 PE: .. 4) 7!8" LAM'. IG:(va" AN - 7/1r I, i 14 Aldi .V0,1, ;1/8•AN) TUB'. BUTACITE4PVB INTERLAYER BY K1&ARAY {$64ER4+ INC: •7.1 • • • • • • ••• • • • • ••• L SHORT SIDE LONG SIDE • • ••• • •• •• • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • ••• • 1) SEE SHEETS 1. 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. • • • • • • • • • • • • 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICAlY OR HORIZONTALLY AS SHOWN. • • • • • • •• • • • • ••• •• • • 1) THE WINDOWS WON AND HEJOHT MAYBE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE SEE SHEET 4 FOR ADDMONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLYTUBE WINDOW DIMENSION FRAME ASSEMBLY TUBE 10" MAX. ADDrONAL WINDOWANCHOR DIMENSION(4). IF REO. SEE SHEETS 1.4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDMONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCE REVJSF.D as cam5fg1B with 1haFlorlda Building Code Amapteme No r x8 d � O SSO 0' O 57 A LYNN MILLER, PE. P.01$ 58705 DeslgA RISME, (pet) Our57.44as Attached to a Frame Assembly 0&. WIMure00n•ur6a"A" Rotor 2T 25.18118' 27444' 331f2 31 44 43114* 51157 58' 83' Anchor Group Anchor trap Anchor tromp Motor trap Arch Group And= Group Anchor Gump - Anchor Group Aa00or Group A00hottrwp MI A0 At A8 AO A.C&0 B A a C80 A e C 8 0 A8 C & D A B C80 under 23" +8540 +8570 +65-70 465-75 +80/70 +60-70 +85629 +85.70 +4609 +80-70 +65661 +4619 +60/40 .60150.8 +1-47.4 +887.70 +/687 .1.4313 +85.78 in 25413/16' +80/70 +80040 +65-70 +6010 +80/70 +611f-78 +80470 +6564.4 +8548 +60-70 +450.6 +671-70 +601-78 +143.6 +807-70 +677.70 +118.3 +8540 +65-70 ar +05.70 .65-70 .65.70 +80/70 .687-70 .807-77 +85-75 +8540 +80470 - +55-77 +801-70 +60-70 +80-70 +65-77 +85.15 +85.70 +65.70 .80679 +85-77 44• .51-70 +8540 +124-75 403040 +85-0 +85-70 +03/10 +65-70 +60740 +5540 +8540 +8567.7 +85.70 .5560.5 +85619 +6060.8 +60152.9 +/67 +6044329 4&1/4 +01.70 +65-70 .600-70 +80-0 +50/15 +60-70 +85.70 +601-0 +03467.8 +604-70 +601-0 +60151.7 +55.78 +8564.0 +7-08.4 +85434.9 03118' +6070 +850 +60.15 .5090 +804-0 .801-0 +65-70 +85.0 +601.70 +65-0 +65/013 .65767A .8550.3 56' +0/40 .601-0 +601.15 4850 +47/0 +65163.6 +50$8.0 +85449 +8566.9 +5544.9 63' +8570 +8570 .604.70 .031-70 .507-70 485429 +85829 78' .651-70 +51-75 +66/-70 +804509 +/37 84' +67-70 485.75 +601-75 4155.6 1) THE WINDOWS WON AND HEJOHT MAYBE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE SEE SHEET 4 FOR ADDMONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLYTUBE WINDOW DIMENSION FRAME ASSEMBLY TUBE 10" MAX. ADDrONAL WINDOWANCHOR DIMENSION(4). IF REO. SEE SHEETS 1.4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDMONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCE REVJSF.D as cam5fg1B with 1haFlorlda Building Code Amapteme No r x8 d � O SSO 0' O 57 A LYNN MILLER, PE. P.01$ 58705 ASSEMBLY DETAILS STRUCTURAL POLYISOBUTYLEN WITH DESICCANT SILICONE STRUCTURAL SILICONE 1/4° NOM, FOAM WITH DESICCANT EXT. GLASS /ISI///A EXT. GLASS INTERIOR TABLE 19: 75 KODISPACE 4SG TPS AS REQUIRED PER TABLE 3, SHEET4 Item Drg.8 Description Mat 1 7005 Main Frame Head, VII &Jambs 6063.18 Alun. 2 7071 Anchor Plate 806316 Alum. 3 7007 Installation Hole Cover 606348 Alum. 4 7010 Frame Comer Key Steel 6 7078 Frame Gasket Vinyl Foam 10 7055 Fixed Frame Hole Plug PVC 32 1713 Setting frock 5/32° x 3116' x 11/4° EPDM 33 1714 Setting Mock 5/32" x 1-7/16" x 1-1/4° EPOM 35 7036 Bead B 6063-T6 Alum. 36 7042 Bead C 606316 Akan. 37 7059 Bead D 608378 Alun. 38 1224 Vinyl Bulb Wstp (Thlrk) Flex PVC 70 39 1275 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899361can Backbedding 70 134 Add-on Flange 6063-16 Akan. 71 7064 Casement Frame AssJTube 6083.16 Alum. 86 l X 1-1/2 Quad Pn 5143 Stainless Steel Stainless Steel 90 #12x 1° Ph. Pn. TEtC Stainless Steel Part# Description Material 75 Kommeding 4S0 TPS Spacer System See this Sheet br Materials 78 Quanex Super Spacer nM with Hot Melt Butyl 77 Quanex Duraseal Spacer 78 Cardinal )L Edge Spacer ERENCE TEST REPORTS: FTL-8717, NT. GLASS • • ••• • • •• •• • • • •• • • • • • • •• •• • • • HO/I-MELT OUTYI• • • • • • • • • • • • • ••• • • • 3/16° NOM. BUTYL& DESICCANT �� FOAM• • EXT•C�� GLASS INT • ••• AL MINUM REVFORCEMENT POUY1SO- • BLRYLENE s/11Z"1�t1. SEAL • • • • • • • • • • • ROLL -FORMED STAINLESS STEEL •• • • • • EXT. GLASS ••• INT. . GLASS 7e SUPER • • • • • JDURRSIJI EASPACER®NXT: •• • •• • : � SZ'J R • • • •• 1 FRAME HEAD, SILL & JAMB #7005,8083-T8 •• • • • • • ••• •• ° —+- 1.358" .040° 289" I T .095° INST. HOLE COVER #7007, 8063-T8 . r 050° 7 35 BEAD B #7038, 8083-T8 .523" .050" ANCHOR PLATE #7071, 8083-T8 • DESICCANT FILL AREA 5/16' NOM. SIUCONE SEAL 7e XL EDGE" SPACER 0 ADDON FLANGE #134,6083-T8 l .172' S S .865' .870- .050' �-- 869' 36 BEAD C #7042,8083-T8 A. LYNN 14U.ER P.E P.ES 58706 37 BEAD D 87059, 8083-T8 .129° .062 INT. GLASS --� 1.124* 1+-- .093° 71 FRAME ASSEMBLY TUBE #7004,8083-T8 PRODUCT REVISED as comb* "MEAN, Ftalde Buddhas Code 4aseptsose No 16°47619.2'2 Revised By Date. Revision B: 19cpdmtionDam 9_uI /e 18 JR 05/05/16 ADDED SPACERS TOTHIS SHEET. hq.:..; i:.,. ._ Revised By: Date: Revision k Description: BOM AND EXTRUSIONS J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Dote: N. VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 P.O. BOX 1529 NOKOMIS, FL 34274 Series/Modee Scale: Sheet: Droning No. Rev: CERT. OF AUTH. #29296 CA -740 NTS 11 OF 11 MD—CA740F—LM B DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sovleeonomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami --Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "bnpact Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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 t®re:kas befn no change in the applicable building code negatively affecting the performance of ths'p;uduct, . • TERMINATION of this NOA will occur after the expiration date or if there has mala revision or change • • • • in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an etidorseme1 I...: of any product, for sales, advertising or any other purposes shall automatically tofhirn'ate this.l�UA. Failure to comply with any section of this NOA shall be cause for termination and removal�of NOA. • • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade • County; ori 1a, and • • • • followed by the expiration date may be displayed in advertising literature. If fly 3tion of the NOA is •, displayed, then it shall be done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user 1:k Jhe ; nanufacquer or i • • • distributors and shall be available for inspection at the job site at the request of the Building OMaiM.: This NOA revises and renews NOA# 14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. M I•' E COUNTY APPROVED NOA No. 16-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBM11. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 63003R, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 . through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resoyrces.(RERR E. MATERIAL CERTIFICATIONS 1. None. E-1 . • . •• .. . • . . . . . • 0000 0000 • • . • 0000 0000 . . . . .• . . .. 0. 0. 0. . . . . • • . • •• • . . •. . •••• • 0 . . • I . Manue ez, P.E. Product Cont . aminer NOA N . 6-0218.03 Expiration Date: May 26, 2021 Approval Date: Apri114 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. •• • • • • •• • • • • • .. • • •..• . . •• •• •• • • • • • •••• • ...• • • •• . • •• •• • • • •• • . • • • • • • • •• • •••• • 1 • • • Manuel ' P.E. Product Contr miner NOA No. -0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU 0; SHEETS 2.3 MULL LENGTH OPENING WIDTH FOR VERTICAL MU SEE DETAILS A-0.O.H: SHEETS 2-3 ARCHES TO EE INSCRIBED INSIDE RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4` FROM THE CLIP. SHAPE •• •• • • • •• GENERAL NOTES: • • • • • • • • • • • •0 •• • • • •• •• • 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDlTI0NR0 CARS -:1;(l'1 PI FORTF� • FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACF�3ITUAT IS •. gf� • EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD PTI0 14 al- ) 101'6 B'.61 s IF ,• MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY THERS 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULUONS HAVE BEEN TESTED AS •FREE-FLOARNW AND DO NOT NEED TO BE DIRECTLY ATTVHED T$ THE MULLION CU llUT SHALL. SEE EMT A THRU G: SHEETS 2-3 OPENS HEIGHT FOR HORIZONTAL SEE DETAIL E. MULL SHEET FENESTRATION PRODUCTS MAY lE OFANY TYPE. MUST 8E MANUFACTURED WRIT. HORIZONTAL MULL LENGTH `SE D81AUS A47,G,H; SHEETS 2-3 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: • 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WII .MS EORRESP( IDII0 TO THE REQUIRED DESIGN PRESSURE. MULLION ARE CALCULATED TO DEFLECT NO MORE THAN U188 THE 'MISTRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR 741E EVALI RON OF WOOD SCOWS. • • • 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND I5 BEYOND THE SCOPE OF THESE INSTRUCTIONS. • • 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TORI IN ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET iI FO TI ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND AN T T PRESSURE OF MULTIPLE MILLIONS OR FENESTRATION PRODUCTS SHALL APPLY. • • • • • 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES. ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERNAL. DISSIMHAR MATERIALS SHALL 8E PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE TEST REPORTS: FTL-5443; ELCO ULTRACON/AGGRE-GATOR NOAS 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLION ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY 1S UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPUES WITH THE REQUIREMENTS OF THIS NOA SINGLE MUWON SINGLE MUWON ', 8EE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE STANDARDS USED: •2014 FLORIDA BUILDING CODE (HBC). 5114 EDITION •ANSUAFBPA NDS -2012 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM -2010 •ASI -S100-07182-2010 OPENING WIDTH MU FOR VERTICAL LL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MILLIONS INSTRUCTIONS: • GENERAL NOTES. ----- MULL TO2X IN0013 OTES.._..--.__...-._ MULLTO2XIN00D ...___ 2 MULL T01X & MASONRY—._._. 2 • Mt6170 MASONRY._.__.--- 3 •rCSL TO STEEL STUD.—_._.__ 3 •MULL TO MULL.3 • AN•HOR 3 BAY MILL INSTALLATION ---.4 1 X2 X .126 MCL. SPECS—_._. -6 1 X 2 X.375 MULL SPECS- ____.8 1 X2.75 X376 MULL SPECS— ___ •1 X 2.76X.86 MULL SPECS— --- 8 1 X 3.125 x.800 MULL SPECS ---.9 1 X 4 X .126 MULL SPECS._._.._. 10 •1 X 4X375 TUBE MCAT SPEC&.. 11 •1 X 4 X 376 T MALL 11 1.19 X 3.468X 265 MLLSPECS...12 1.28 X 328X.100 MULL SPECS. -13 1.25 X 3.25X.624 MULL SPECS. -14 128 X 3.34X .824 MULL SPECS._..16 2 x 4 x 26 MULL 1S 2 X 6X26 MULL SPECK_.__....... 17 126X 2.11 X .125 MULL SPECS.._ 18 SP X325 BAY LOLL SPECS.___ 19 46' X 326 BAY MULL SPECS.._—25 MULLION &CLIP o81EN8I018_..21-23 EXAMPLES 1 82._.........-..._..___24 LOADING EXAMPLES_______.._ 26 1) DETERMINE THE pESIGN_PRESSURE REQUIREMENT LLBSIFP) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER 70 SHEET 25 TO DETERMINE IF THE WIND LOADING IS RECTANGULAR OR' TRIANGUBARRRAPEZOIDAL'. 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LB5/FT+) FROM TABLES 1A THROUGH 16A, ON SHEETS 6 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MUWON IS SPAWNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSIFP1 OBTAINED SHALL MEET OR EXCEED THE pESIGN PRESSURE REQUIREMENT (LBSIFT*) FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED W STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WNDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULU. ON CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION (MILTIPLE ANCHOR/SUBSTRATE/ANCHOR-CUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBSUFT`) OBTAINED IN THE TABLE 16 HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFP) FOR TIE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LB81FT+) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WTRH THE FINAL MULLION CAPACITY (LBS/FP) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. 2 m Z 2 0(4 U Q a 2 N m 1 1 Q z 5 0 �P z bet 2 PRODUCT REVISED A9 esaP$IIB whit the Florida Boadl; Cods at* • Acceptance No Dais `%y% 014i 1LYNN I M/(��i� �`:'1}CENS6' •F4 * No.58705 %`SJ'/ A. LEI4'PE. FLP. 58705 F • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • • •• • •• • •• •• • ••• • •• •• • • ••• MLBUON • • • • DETAIL A: DETAIL B; MULLION TO 2X WOOD BUCK ' MULLION ATTACHED TO IX OR WOOD FRAMING WOOD BUCK AND MASONRY (OFFSET CLIP SHOWN) (STANDARD CUP nem • EITHER THE STANDARD OM OFFSET MNLI CUP day BE INSTALS BY RBS METHOD. EMBF MULLION SRL SHEETS 21-23 FOR HOLE LOCATIONS EDGE DISTANCE FOR WOOD StiRYS EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18.150 FRONT VIEW 5UCKSTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1. SHEET 1. MO' MAX FOR ALL MULLONS SIDE VIEW INST TION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. • • ; •. tecrrHERso • TYR. ANCHOR pan S ETABATE, SEE SEE TABLES 18.150 • - < • •, Ia • • • ••• •,:' ABHJ 2.7 K31 CONCRETE OR CAI' EDGE DISTANCE. SEMS TABLES EDGE DISTANCE 18-188 • • • - MASONRY • ANCHORS • _ SIDE VIEW EXTERIOR THE OFFSET CLP IS RECOMMENDED FOR FPNFRAMMED INSIDOW& BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR HERSUBBTRATE. SEE TABLES 48.186 EDGEMND DISTANCE SER TABLES 18-158 2) QUANTITY OF ANCHORS AND MUWON SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY 1S BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HE>QAD OR RATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL G SHEET a 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -RADE COUNTY APPROVED ELCO LLTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. EDGE DISTANCE FOR MASONRY ANCHORS T MIN 2.7K31 CONCRETE CR CAW FRONT VIEW • BUC18TAIP AND ATTACHMENT BY OTHER, SEE NOTE 1, SHEET 1. EITHER THE STANDARD OR Off SS7 MM. CLP MAY BE •NSTA JED BY THIS METHOD y 2 Ge 3 3 4 N N im 1 N 0co J J 2 1§ O Mo 1 N 0 Y 3 K PRODUCT REYIS>3D as complying with Itis F8w DDItding Code Accepts= No D. ,. Halm Dole DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CUP SHOWN) EITHER THE STANDARD OR OFFSET MIAL CUP MAYBE INSTALLED BY 11$ METHOD. MN 2.7K81 CONCRETE OR CMU FRONT VIEW THE OFFSET CUP IS RECOMMENDED FOR FIN -FRAMED WINDOWS. BUT MAY ALSO BE U8® FOR OTHER FRAME TYPES TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18.138 EDGE �_DSTANCE SEE TABLES MIN 2.7 =CONCRETE OR CMU 18438 SIDE VIEW INSTALLATION NOTES: 4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY 18 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D. EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 6) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. • • ••• }JET E: • ••• • -1 .tas �N • • : NUL:I011 T RIY►1 jpN . • • thfPElSISSICTION• •NQTEs:, • • • • *COP) 0• • . MAY BE INSTALLED IN 'TEE' OR•CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY • (8110LVIV) OR VERTICALLY. • • ; • ; ttlf U -CLIP DRAWINGS, SF+£EETS 21-23 T9.1: i w. • • • R RRESPOM)ING MULLION. MUl1JSS • • •• • • 0 • •• • • 912 STEEL SCREWS, SELF.DRILLNG OR PRE ORI LL IAUWoN AND USE 3Ai8 • • • • INTERSECTION LLCUP FRONT VIEW MULLION EXTERIOR SEE SHEETS 2143 FOR HOLE LOCATIONS DETAIL D MULLION ATTACHED TO STEEL STUD (STANDARD CUP SHOWN) STRUCTURE TYP. ANCHOR SUBSTRATE, SEE TABLES 10.138 SBE SHEETS 21-23 FOR HOLE LOCATION$ MULLION EDGE DISTANCE SEE TABLES 1&730 SIDE VIEW FRONT VIEW EXTERIOR FOR STEEL MUDS THINNER THAN 18 GA AND COAIPUANT WITH THE FI BUILDING CODE. A 2X WOOD BACKER MUST USED. ATTAGIMENT BY OTTERS USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY 8E USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 521, FOR QUANTITY OF SCREWS, SIDE VIEW EDGE DISTANCE SEE TABLES 18-138 0, N 20 1 2 1 0 PRODUCT REVISED at complying **the Emrich Building Cade Acceptance Nalfo4, 2. Ezpi0m Due I:'!S/!'- 9024 ByJ ;Oft \,0 ..tI:)NIhi/4� '4 ,,' .n4 / N0.6s'/05 / ... ,,....--acm...4._ - ri i' -F-Try-6-'el : _ iss �X� •.:PLORV9r:' & A.t-YNN LE13, P.E. FL P.E.# 58705 DETAIL P FIELD -MODIFIED MULLION CUP (F -CLIP) BEEDETAILBA£. SHEETS AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. 0 0 0 0 DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) MULLION O 0 SIDE VIEW SHOWN WITH PX 4'x .125' MULLION STANDARD MULUON CUP MODIFIED TO FIT RELD CONDITIONS. MULLION EDGE DISTANCE PERANCN0R INTO WOOD, STEEL, ALUM, CMII OR MASONRY r / NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2r X 2.1? X .125' MULLION. 2) SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CUP IS NOT SUITABLE FOR THIS APPLICATION. TYP.ANCICI PER SUBSTRATE, SEE TABLES 16.148 STANDARD CLIP TO BE MMODIP6ABNFIELD. o • • ••• • • • ••• •• •• • •• • •• •• • • •• •• •• ••�, • • •• • my MNLLd0NNNSTAMLATION • • • • • • (ANGLE CLIP, • • • • • •• •• • • • • • •• • ••• 0 O TOP VIEW TYP.ANCENOR SUBSTRATE. SEE TABLES IB•145 rxrx.125' ANGLE CUP. 2 PER MULLION END, MUST BE INSTALLED INSIDE E OF MSALL. 30.OR45' 841211LL •• • • • • .�• • • • ••• • • TOP VIEW TYP, ANCHOR PER SUBSTRATE, LEE TABLES 1513 OR 163 EXTERIOR TXS.ANODE CLIP. 2 PER MULLION EI40, MUST BE 313TAUID INSIDE OF BAY MULL EXTERIOR INTO WOOD, STEEL, ALUM, 0368 OR MASONRY EDGE DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) NAIL H: SEE TABLES 153 OR 168 FOR ANCHOR QUANTITIES AND SHEET22 FOR HOLE LOCATIONS. J m 1- 2 2 a 10 m re 1 m f 1 d 1 O 2 Z a O ggO do PRIIOUCT RIMMED es coni dyilg wish Geo Florida Wiliam Code ANo ira'"b2i9.0 cceptance Data ,F'1il! fft' By Miami \`,111 N N 1111,, „`0�1 LYNN W11��F ,,�i 1 .1�.•''‘GENSE '•.9 : 7 • ND.58T05 7. 7.. : Gl %T FLORIOP. Gam. kite 412,5.E. FL 58706 TABLE 1A • • ••• • • • ••• - . -. -.. Mu@en Capacity Table 1 : ,; • • • • • • • • • • 1 x 2 x.125 Opening W4ID1gat V0l8 rmBlors) est lag HAWN! (i3rinr zarkslrOparrlrg mt ss) • • • • 0001 6010 7010 8010 909, 10010 1209, • • *OW • • • mem • • • Rectsap08 L680re 771041416•. Losing Resl•g4s 1668,0 T L*0563 R,c65 0. lnseIDro 7sriTbng. Laing Reels3Ov Lades 1 losing 11es•g0a Ima06 1•51/Thtn9 lm8, RBetsredlr Haft lispfIllsre. L08000 Ra4i•911er bare Itepay40p WEIq 580.Jged. Le dsg fain• R6chnpls °66.06 %gum. Laden I fiit11l$J1li11li11ii11l$11li11li11li11li11ii11li11it11 II 1 1.004' II I.1 1.1/4• 111 1-1)4 11 1 111 4-19 II 11I 30be ' II III ' 1044 hs II II is 1.41fg1•:4fIs.1It 968e0 34155 iii1'1-, 66001 4 Ambers 6' 91.15. Mb. 0.C. / AfendasHceOlse0Cip51b. 26 48051 1a WA It 1 la 421n 1119 406 1215 332 017 400 1102 725 79.9 406 101,8 331 88.8 400 101.4 310 621 408 104.0 319 650 400 101.0 310 09d 406 101.0 319 39.9 408 101.0 319 350 400 104.0 318 409, 74A 312 035 288 024 312 739 232 63.0 312 87.0 248 409 312 812 240 415 312 613 244 37.6 312 61.0 244 31.2 312 81.0 244 269 312 61.0 244 234 312 61.0 244 60.®9, 63.9 281 748 234 532 081 61.5 220 402 281 647 224 399 281 52.1 222 365 280 60.1 220 31.9 201 488 218 262 281 48.3 210. t22.5• 2y 41i 219.4.220J 483 • .9 a 9, 52.6 247 67.3 207 43.8 247 195 2002 372 247 44.8 109 329 27 415 116 291 247 30.4 191 243 247 344 193 212 247 341 *3 1260 2A O1 9193• 104 f 487 MOP .091 6080 30.4 200 41.2 176 320 200 36.4 166 27.4 200 31.6 103 24.0 200 209 160 21.3 200 27.1 160 10.2 20D 26 9 157 168 200 28.0 100 • • N• • ♦ • • • •• • • •• -• • • 6,21. 311 161 365 106 275 151 30.3 152 23.7 181 249 140 217 181 245 140 10.4 101 325 H4 16A 161 21.7 113 •• • • . f • • • • ae 9, 265 166 340 142 24.0 166 261 13 202 165 23.1 178 160 163 21.0 731 72 9, Zti 139 233 120 145 130 19.9 116 169 136 17.5 118 70 9, 149 178 10.7 105 147 128 185 167 796 17.6 118 142 104 TABLE 1E Anat_cantctly 3.64 Oom. Table (0161 Hoke/MUU F8e4C361 111TWa04 Meld Mahar Clip Patterns 8t®dmta 2.78 Obsete Anchorl3pe: 3/16'Eta t an lir Elm Wile= 81R'Eb6114.88Gas 1.1014:01 VW Ebo home 1/4'Elm r lemon 2.112' Ante060r 2' VW Ego Memo 3,0' 418 18 Elsa Leamfiefer 7 910Zed Elbert (135) 6.49• 912 Steel acme(353 0.66• 512 Wed 86910 fah 1 0.322 Edge Zahn=602 1• 2112' r 9.112' &I6• r &vt 002012a100 GM 1-774' 1.3W 1.004' ht/4•2• 1.144' 1.1/4• 1.04° 1-1)4 1104 1-1N' 2' 4-19 1349' albs 2Arom•3,v ®4.760O.C.t81sedadMle0Olp(Rgl. 13 30be ' 300 Re - 4606 890. DM ' 1044 hs 270 me 260166 3340: 740106 374 be 684916 968e0 34155 442156 66001 4 Ambers 6' 91.15. Mb. 0.C. / AfendasHceOlse0Cip51b. 26 48051 70056 WA WA NIA NM 390680 WA WA WA IIA NM 192 he 88666 1123880 4A11116019_06 3'W.0.C/16)28Are6 01121/IF44.37 780 Re 2'8056 68055 13506 189556 548080 080150 NM 76091 748 Ms 86056 189216s 632 Ms 666609 1120•e 2Amlwa ® 643 Mtn, 41.4 / Mang, ido.125' Atom.940.41 WA WA WA N/A WA NIA NIA N/A WA WA NIA N/A WA WA 71056 1 Abhor 1F. 55'0g.56 19555 18590 2ffi39 445 the 82200 13500 NRA NO Ills 19055 17756_ WA 37056 WA 18755 NM 33256 WA 4735s WA 1704. 34158 221150 6@56 28056 68056 2Am15toi11.1? M10.O.O/ F�p6Rp-66 24056 09059 WA WA WA TE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • • CURE 3: • • FIGURE 2: • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: • • • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (De. )xANCHOR CAP.0,,n.,) =ANCHOR CAA.. MULLION CAP..„,„„, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN ITIS LOWER THAN THE MLA1ION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON WADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE F1E1.0 FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEEEIS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-F0.1ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 8G OF 0.55. ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL S7 til. TO BE AT LEAST .125" THICK AND 438. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 SS. 1'X2'X.12p'MULLION 19 b 80 3 1 O 2 2 X N X 1 N (A O PRODUCT REVISED 98 complying with the Fled& Building Code Acceptance No &r Dale TABLE 2A • • ••• • • • ••• •• • Mew Cipidy Table (werrz) • • • • • • • 1222.379 AluotMullein OpeningWidtb(torlereeaAy-sp6nYremtinam)orOpeningH6bM(forFnMmrOebtayerWrgm00*s) bissimis. • • • • • • 8011 6018 7011 801n 90 In 16651 12011 1400 i • • • 18115, • • R96tarpulr Loading TeerfOlarg. Lm•r• Mated, Lead? TmpR4rp Loading Re562626 L6ad1• 1627196e• Lesdng 13e6861395 1.66167 e6I165-41. L632• 94650240 644509 T35*TII6* Leadho Reotr 1167 145656 96111166. Loading Reol.Pde7 lbw Tiepfl9•3ep Lamy 255165916 Losing T56/702. Loading R511499169 Luang T1407d1,10- Loading 11 Di li 11 I.1 li 11 hhi ii 11 I:1 ii 11 DI li 11 pi li 11 pi. li 11 �h1 li 11 1009 pi It 862 11 1888 hhi JI 517 11 898 pi li 682 11 1689 111 li en 11 767 liti It 0* 11 1869 !al li eR 11 019 11:11 Ili 682 2lU 1869 • ,II 617 647 662 I:11 1869 ti 617 910116 4210 1700 620 1700 436 161.3 892 1700 478 1217 882 1700 608 113.5 663 1888 518 1235116 4891 121.8 607 1345 410 101.4 501 1152 410 849 607 1067 403 78.0 681 1026 386 679 807 999 397 808 607 980 396 807 507 880 326 434 807 990 395 340 607 940 398 449 09 90.40510 1037 456 1146 379 684 466 999 371 741 469 840 384 018 458 048 360 37.6 469 81.3 557 61.6 458 890 386 482 456 010 366 370 485 800 358 X 324 4666 810 360 5411 85.4 400 013 306 71.2 408 809 32e 69. 0 40 0 727 323 63.4 400 57.3 318 47.6 400 64.0 318 427 40D 623 314 369 400 61.8 313 20.6 490 V.8 313 2•4169 •B1.~43 823 324 649 218 01.9 326 07.5 270 449 324 61.2 269 348 321 40.6 290 316 324 429 267 31.1 324 420 234 260 3'41 40.6 263 221 324 40., •293, $ i : at •13 I601n 6;,291 99.6 r 201 070 282 448 209 49.2 245 38.4 394 436 211 33.6 294 289 237 299 294 37.1 234 28.5 204 362 262 224 281 33.5 230 122 204 334 92300 WM 699 • 33.0 260 666, 46e 266 490 230 30.0 289 424 220 334 203 37.6 721 222 238 34.1 218 260 263 31.8 215 224 293 268 212 190 268 260 210 167 268 27.? 209 116 2• 27.' 59 • 7291 340 225 37.9 190 200 226 322 191 76.7 326 214 188 22.5 215 268 188 200 225 216 182 160 225 221 1e0 10.0 378 20.3 177 129 228 189 119 11.3 220 128 178 7910 306 202 920 177 228 7023 27.2 178 29.9 202 229 170 122 20.4 21.5 187 17.0 292 19.7 168 143 202 164 183 129 202 197 180 109 202 169 158 88 204 168 156 7851 263 162 29.0 936 23.8 192 261 160 202 192 250 tat 137 142 19.7 169 15.7 192 141 151 14.2 190 166 166 119 192 162 152 101 192 144 150 69 192 14.2 SBD 9010 165 144 19.0 123 184 144 161 126 9811 10.2 127 105 713 TABLE 2B AUChorCipaa1y Table (®s) An6boralp P•tt�1s bissimis. 21k Oo0mefe 3.40 Orae. Helm150.1 CAU 3795* d 6151.0 3110' Eke Mason 1192 Eko910aom 5/187 116561148861 lama 3176' files Mown 1K' 81080073061 62 Age156516 9112 E bb ween 116"88 SW `00796516 61085*: &sew ON 612also sew. matedeasier7709: Sew 925) Edge 1310626g51k 17 2.117 Y 247? 3-116' 17 2.97 1' 2.77 7 3.157 a 049' 091' 0.327 Embedinentg k 1-31 1-215' 197 1317 7 1.157 1414' 1.1(4 6-1117 1-1.94' 1.117 7 1457 0518' 99(99 2Aoshos04.7e061.6.C./1012261-6 0362(353F .12 390196 390 55 49085 80D•e 1844Re 270•s 26009 3540• 74025 37485 66188 910116 341.5 442 No 600.9 4 hoboes ((1_16.69.*. O.C. f 765163 (2rOM1e)C6p(Flg. 2k 453 05 70065 NIA WA WA WA 38065 WA NIA WA WA N/A 88296 1235116 112015 4Ambora C3' Ka 0.C. 1(4MAegb Qlrs1(A93k 780120 760®6 88026 1680 Bo 1936105 64865 WO Ma WA MO Ms 74 (89 800156 188085 make 862169 112359 2Am*ae09.4169o. 0.0.IU121,5*.120 A605 nitAk WA NIA NWA WA NIA 11/9 N1A (8: NIA ISA WA WA WA 1086 716 Ms 1 An4661 00119 09 ay 190 lbs 1950* 226 D9 449 09 872@* 199.4 140125 17726 37059 197@5 21205 475105 17006 221@5 28065 2Amb9e 0217Min O.WMOM (Rg ek 24886 360.6 WA NW NG WA 180 to NM NIA WA NIA NIA 34105 412115 66095 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • • FIGURE 3: • • re ;RE 2 • • • • • • ANGLE CLIP MUST 8E USED N PAIRS. FIGURE 4: FIGURE 5: • • • FIGURE 8: • • • • • • • • • • ••• • •• •• • • • •• • • • • • • ••• • ••• •• • • •• • • • • • 0•• •• ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP /X ( ANGiOR CAP.,,,,,,,.) .ANCHOR CAP MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECT® MULLION. IT WILL YIELD A MNIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLEJNOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0.90. WOOD SHALL 8E PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL 88 8083-T5 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THIP( AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 610 & 612 ANCHORS INTO WOOD MAY BE STEEL 18.8ELS. OR 410 S.S. --•j 1.000' I-- CO a a la gZ 1! N -2 PRODUCT REVISSO as 'Wading ng Cod566136 1iW a9,P16911�e AceepteeeeNe Exp176191136113:;'r1l y*1 809959 �..:... ..,.......4 5.t; .4 LYNN e 1.1��, No. 68705 • a's4if$bl6 V' T //,;;310151*. 01• A. L"sNN MI6bEI3,1P.E. FL P.E.8 58705 TABLE 3A • • ••• • • Muulon Capa4tny TOM (Uni t1) • • • • • • •� 1 Y 2.78., MunkiTuban Om(far vartlaally-sparetngmu8tat6)orOponln8Hsl9ht(fM nations) 6071 6014 701* 8067 9011 14067 120 to 1101• • • • • 10.37 • • � r � 742170560• Weft.376AIuRWeftLaadn9 14421111141. 1007(7414 Loadc9 200200015 Lasky 2404111089.1e0541 tmd00 041 _ Loath* 11077765700. Lowing _ Imo r Loading .5811,7113441.- Loadlg 086184.507 1044120 7(91413459. L040220leadingop Reebok, beanbag. 1,34109 4060815840 Loam 7148774306• 1.40259 110204015 Wake 54217204 Load7g 1 1 II 11 1 1111 11 1 fi II it 1 fi II ill 1 ii II 11 1 11 II II 1 ii II fl 1 ii II 11 1 ii 11 li8811 1 II 1 fl II 11 1 ii 11 it 1 11 II l4' 1 II11 II ) 1 11 II:1 • ! ill 11 Til''11. piled 790408 705480 i6957 I7610 4214 1702 880 170.0 439 170.0 744 170.0 176 170.0 568 1704 SIB 170.0 893 170.0 619 170.0 1118 170.0 521 1700 1240 170.0 621 148.7 1301 1700 621 1374 1301 170.0 621 ' 114.6 4301 1700 621 Min 1740 703 1700 054 170.0 880 170.0 584 1704 602 170.0 848 170.0 1133 170.0 661 '1612 WA 1139 170.0 61l 71316 1138 170.0 640 1138 1148 1704 680 97.8 3139 1700 880. 98.4 1138 170.0 680 604266. 170.0 747 170.0 563 170.0 696 170.0 631 1974 1032 170.0 664 1468 1032 1702 723 130.6 1032 1702 747 117.4 1032 1700 769 974 1031 170.0 768 83.9 4092 170.0 7613 • 73.4 1092 170.0 768 646. 170.0 791 1700 612 161.3 007 170.0 691 13902 905 184.7 730 1208 907 1815 720 107.5 907 1464 714 068 867 1401 Ho 1102 907 1400 709 Sat 007 y0D 70. O07 % e�5 • 1410 e9 8057 141.1 733 1614 326 117.0 735 430.3 611 1004 735 110.0 548 86.2 748 1062 480 784 735 908 663 70.6 735 95.1 578 662 736 014 674 50.4 748 917 0 VC4t1 735 i 911 • *4 8314 121.9 866 130.0 578 1014 465 1114 567 67.0 698 968 647 762 660 90.1 536 67.7 686 639 661 tele 660 704 520 60.8 809 764 521 43.6 688 706 18210 WV 4988 4 758 021 1082 1124 872 663 607 061 511 75.7 807 48.0 051 682 657 17.1 493 589 807 718 469 610 605 674 481 442 607 834 478 372 607 a7 •807 474 33•.1 e07 0.7• 4.74 7297 81.6 510 66.8 443 660 610 73.0 43410 64.3 429 51.0 510 674 419 464 510 53.3 413 409 810 50.0 406 344 510 488 402 362 610 44.4 399 20.5 610 44.3 309 49A 465 72.6 480 67.9 456 01.7 382 46.6468 64.1 300 43.4 458 45.6 376 36.0 456 44.8 373 34.7 456 414 308 298 458 37.7 362 24.0 456 384 3568.21.7 453 48.7 308 7857 542 448 67.0 381 636 435 46.6 373469 431 ' 484 368 101 436 44.7 360 362 436 40.0 305 1321 445 36.1 481 269 438 34.4 344 288 435 *6 341 48.1 448 373 340 9007 414 327 433 290 34.6 327 48.4 285 268 327 31.6 280 26.1 837 29.3 278 232 327 257 271 20.9 327 23.7 280 17.4 327 214 262 14.9 327 19.3 236 96 in 34.4 287 364 837 267 261 29.9 282 244 287 20.0 240 214 487 23.1 244 161 281 20.9 240 ' 17.2 287 393 237 144 267 169 232 15357 242 227 24.7 205 202 227 20.8 201 173 227 18.0 1115Clir1V3 160 169 111 In 223 215 22.1 194 18.6 216 19.1 191 158 215 164 168 1206. 174 184 178 105 TABLE 3B Anchor Caen* Tabb Abe) AnldlorCBpPatlems &4014513 2'76 Come 3271 Cone. after QM RIM CMU 1405909 0150* Araks Vs: 9/313 F9aU6*mo 114 EI4o10.m0an 6ib' ®W Mown Elk 7' 1114505 2432' 74'EloetR*mo P 2-112' 144' 56 ®06 *4904057149 2' VW 1048 Maim 3414 114' SS Dm *56000830 2' MO 8400w(05) 048` 61251801 *kw 030) 0.64' 012 Med 463•(051 0.324' Edge W5e.ce04 I° 2782' P 2-41' 3.116' 0617.5 130 (4$ 11r06514C80 010.1r 1.314' 390.0 1.174' 390 pa 1.34. 450®6 1844' 88096 2' 1814576 1-54' 270 ba 1414' 210160 1.74' 36433 1-1(4 /4o Ito 1.14' 3148* 1474' ' 664183 3' 846140 1418' 34168 1418' 443 Ws 45100 6609* ' 2411000166435' 5010.C. 150* 4 Aro1.a3 oji 1.1k Mb. O.C.IBhnded Or0rm306.(N.2) 480404 7008* WA WA WA NIA 3999* Nal WA IVA NA WA 08200 6839s 114856 4Ambw30371410.13.0.30021544471e C6594(Fg-54' 790408 705480 Bp me 4988768 180086 640573 580 Ms NU 75046 74810 050103 1082151 583 In 548456 117E be 2400 03 34 0.45 Mtn. O.0161.004. 519.25 Num. (R0.4 WA WA WA NIA N01 70A 3M WA 1461 IEA WA WA NUS WA 716 lbs 1 2172701P-2'79119.53 59558 186/* 225103 44514 8225* 1355* 14076 17714 37016 1871.* 392(6 47394 17098 22116 28098 2 Amb* G 1.15' Mb. O.CI FC7p 519. ft 24093 39053 WA WA WA NIA 19090 NIA WA WA _ WA WA 3415* 44293 980 bs NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CUP CIRCLED VALUES ARE USED IN 714E EXAMPLE ON SHEET 24 FIGURE 1: • • =1OURE 3 • • FIGURE 4: f IUURE 2 • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 8: • • • • • • ••• • • • • ••• •• • •• •• • • • • •• •• • •. • ANCHOR CAPACITY ADJUST970NT FORMULA: ANCHOR CAP.,,,„,®, NPm) X , ANCHOR CAP.,„,MULLION CAP. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN ITIS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANC4-10R CAPACITY TABLE. TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TART FA AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED 04 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SLEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL 8E PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.50 ALUMINUM SHALL BE 8083.75 AND BEA MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE. STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. 1.008° 3 m 2 z lyly F a 0 z X ti (.4 X f fr 1 1 J gs- no 112 Pl(ODUCTREVISED es cemply151w424120520459 Building Coda Amps= No 1`5-O �')8•tY�T Eyre,., Oak \CENS F w No. 55785 • �< - Ute•.. FL ORIOP,...6s 'N 05 P.E. FL 7 TABLE 4A • • ••• • • • ••• •• • • • • • • • • • ••• MuWon Oapa611y Table (Buff°) • • • : • • • 12276216507007 .860 Alum. 1568951 OpeningWidth (tar doalW-spwMng mWlons)erOpating Hetyht (for ho marina)nmarina)• • • • • • 500 800 7016 800, 500 PT Wood 1000 14016 1402 1: 6/18"220 Ulnoan 165826 10001610 Loadng 1724703216 tabling Tre ll5,ny. Looadog !Wanda 1fep chane 120632048 LOadng Load*Loacng Trap/1111100. Lofting Reotary1a Loup 7067203. L01dn0 Edge 01615305563 264102641040160 1.57056 17861111160 Loa lny 126616662147 Loading Tt6175686. Loalrg 2600 0610 losing 714r$0666. Load an Reotengdm Lsadag Teep10•g. Lowing 1 fli a 1 Ili li- 1 ii 11,1 U1 Em5eete3d5M 1 iiL hi hi 1.44• h _ 1 1.754 1 III � III h1 1it111 �i 1.38• �hih ii II li II n 1 i 3.1 280 (00 6 ill ft • ii 684159 818108 424 170.2 620 170.0 440 170.0 744 570.0 478 170.0 888 170.0 568 170.0 532 170.0 549 170.0 1115 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 150.7 1820 170.0 621 1348 1873 170.0 621 480, 170.0 706 170.0 624 170.0 800 1720 584 170.0 172 1740 030 170.0 1133 170.0 1381 170.0 1276 170.0 677 170.0 1417 170.0 800 141.7 1417 170.0 860 1216 1417 170.0 600 106.3 1417 170.0 680 0.8262 170.0 747 1720 583 170,0 596 170.0 031 170.0 1018 170.0 704 170.0 1125 170.0 723 1828 1288 1740 747 148.3 1266 170.0 756 121.0 1286 170.0 750 101.6 1280 1700 67586 510 1255 170.0 •70 5416 170.0 797 170.0 812 170.0 056 170.0 651 170.0 1118 170.0 0.4 1507 1170 170.0 50 1338 1130 170.0 037 1246 1170 170.0 855 180.5 1130 170.0 601 80.1 1130 1 8818 30 1 . 6010 170.0 085 1703 701 1445 915 182.3 751 1245 916 144.5 746 100.9 015 132.3 735 078 .. •1' .: 87. 1 1.4 715 .. 11�- 830 1512 630 5619 710 1246 630 138.9 694 1045 030 123.2 851 54.0 530 1122 570 50.4 630 104.6 682 759 330 044 868 63.3 830 1145 649 842 030 M0 8456 470 538 010 070 650 132.1 767 1708 00 110.0 767 110.8 60 063 757 105.8 824 82.5 757 56.1 614 73.4 767 041 006 440 757 842 800 55.0 757 799 663 472 767 742 891 41.3 781 782 591 725, 101.7 836 7068 562 61.8 639 91.0 510 727 00 50.1 530 838 838 722 521 645 60 00.8 514 629 80 623 500 424 618 572 500 343 830 56.3 497 31.5 878 02 887 750 608 571 644 470 72.1 WI 78.6 468 - , 67.4 470 54.1 571 00.6 411 440 571 08 489 43.2 571 519 459 30.0 871 0.0 451 348 571 44.5 40 27.0 571 44.5 448 75 In 0.0 542 83.4 474 68.7 542 70.8 456 57.1 542 62.1 456 540 542 55.7 449 444 642 51.0 442 40.0 542 47.5 437 33.3 542 429 429 a8 642 408 425 WA 542 681 423 000 527 407 63.7 361 49.4 407 45.4 30 372 407 30.6 349 *3 407 343 343 249 407 32.1 338 240 407 728 334 21.7 401 241 327 146 407 211 322 18.3 407 233 319 9611 425 338 44.1 320 35.0 368 372 314 30.7 350 32.4 300 28.6 355 248 354 238 450 221 300 21.5 00 249 280 77A 06 27.0 269 113 315 10.2 284 103 h 304 263 39.6 706 721 283 WA 251 21.5 763 229 247 16.3 253 10.0 244 10.7 253 188 240 15.1 243 16.0 237 1111n 27.8 270 25.3 242 23.1 257 238 20 19.0 287 208 235 17.3 267 143 231 15,4 207 18.5 228 42075 220 229 73.3 259 123 229 188 206 16.7 229 162 202 TABLE 4B Anchor Capacity T•bJIbe) A1foh•rCIIpPatterns 810655113: 2.70 00 024 3.63 Coro. MOW CMU 4804091 PT Wood 14,561 Andror7ype 3/t8'@oU8a5za t/4'E7eo1045cm 6/18"220 Ulnoan 365Eta t85eaon 1/01FSrotmlewn 1/4840 Eke 90575313NOt 568210 Mama 1$1•88 EP= A8p57081or $10801 UM (05) 1112 8061 Wave (85) 112 Mal Wei (251 Edge 01615305563 1• 2.157 r 212 3-1101 1' 2-15 r 2-177 r 3-18" r 0.407 0.6r 44211 Em5eete3d5M 1.3101 Ior 1.7089 1.44• r 1-1101 1.754 1-1101 1-1$1' 1.154• 1.114 r 1.118' 1.38• lades 2 Anchors 40 4.78 Mb. 0.2.15 n70d 001581 am 512. 13 38093 39010 45015 00155 104455 770.8 280 (00 354 e5 740186 31450 684159 818108 311.5 : 105 56070 4Anoka 01.15 Mb. O.C/ Standee! (or O058C p(F0 23 48084 700153 WA WA WA WA 380 en WA WA WA WA WA 632 we (=L1 1125158 4Mame r Mb. 0.2/(23218 Mee lips (77.37 76005 78084 60010 15801® 10903 540.5 530755 WA 760 es 748188 680.5 1892155 82784 (;2.L''' 112510 2An09030)0.45' ETn 0.0.1000.5do .125 Mos. 539.47 WA WA WA WA WA WA WA WA WA WA 791 WA 01* •+r 716173 1 Anabx f F010 5592.57 05 ba 12518 225 lbs 44803 822130 135.5 140 p3 17784 370755 113703 33261 47373 17068 22123 200 be 2 And0301.151.412 0.C) F421p (Ft. 67 24084 3010 WA WA WA NIA 18018 WA WA WA NA WA 34100 442155 68005 NOTE: FOR THE OFFSET GNP, USE THE SAME ANC OR PATTERN AND ANCHOR VALUES AS THE STANDARD CLQ CIRCLED VALUES ARE USED I4 THE EXAMPLE O81 SHEET 24 FIGURE 1: • • f1GURE 3: • • FIGURE • • • • • • ANGLE CLIP MUST BE USED 04 PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • • • • • • •• •• • • • •• • • • • • • ••• • ••• •• • • •• • • • • • ••• •• ANCHOR CAPACITY ADJUSTMENT FORMULA; (ANCHOR CAP. ,®) )x+ MULLION CAP..a„®)agNCHORGpRS, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TOPS ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MUAJON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AM) SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 343 OF 0.55. ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUIM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 010 8 912 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 SS. 1"X 2.75• x .856' MULLION m 1 2.9 L 1 J O ill Y 6 SDC o `Ao . S AT I 4' FLORID .• • �CcSSt . . ° • C � �,,1 O 1 NA1 13, ... A. LYNN MILLER. P.E. FL P.E.#58705 TABLE 5A • • ••• • • Mellon Capacity Tab%Oboe) • • • • • • • 1":3.120"X Le" Opening Width (tor evIoaUy.•perrirg mUIDoree or°pe ens H•Iphl (lorhotlmteV-apmNlC moms) • • • • •• • • • •••i4 • • 5010 8 011 701n 40 6 006 10051 12011 1406] Reo:•g4 Loadag Trgrldag. Loring w tOBAg 7154'+151. Laming 1681.9651 loading 010101•12 Loathe Rmal•gder Losing 110p'OI569. Loe8n9 Latch. 71.12 eg. Imam I160101024, Loadn9 17821113130 Imarg Flaalanula Luang Trepl8600. Lowing I11W0015 Loa&9 7003/51334 Lowing Nolaitor, Loe200 li•rMana 133819 1 ii II 11 I ii II 111111 II. 1 11 III il ii laI 11 ii It II 1 1111ii 11 I I/ II 1 ii hi II ii 11 II 1 iiiti la 1 ii1 ii 11 II 1 ii la II 1 ii igi ii i ii il lat 084Is ig. • i 3 1 426 170.0 820 170.0 435 170.0 744 170.0 475 1700 888 170.0 606 170.0 082 170.0 519 170.0 1118 1700 621 170.0 1240 170.0 521 170.0 1458 1700 701 1702 1730 170.0 521 1664 1652 170.0 531 466 170.0 706 170.0 r 444 170.0 650 170.0 864 170.0 982 170.0 630 170.0 1183 170.0 861 170.0 1270 170.0 877 170.0 1417 170.0 660 167.7 1577 170.0 870 136.1 1517 170.0 880 118.2 1571 1760 660 60.52510 170.0 747 170.0 563 812 170.0 1700 886 850 170.0 170.0 031 601 170.0 175.0 1048 1118 170.0 170.0 684 754 170.0 170.0 1195 1275 170.0 1700 723 803 170.0 168.1 1345 1401 170.0 170.0 747 897 170.0 1409 1404 1401 170.0 170.0 768 559 141.7 1242 1449 1481 1700 1702 768 861 121.5 106.5 1496 1401 170.0: 125.0 4 0611 11161 927 14 5 • 1801 1 1704 0. 586 8411 170.0 797 1780 6010 170.0 695 170.0 701 170.0 1003 170.0 797 1586 1150 170.0 878 138.7 1156 157.0 028 1223 1156 1545 917 111.0 1168 148.7 010 02.5 1106 144.5 CO3 70.3 1115 144.E 034 E4 /04M4 •ps 836 170.0 930 1700 745 1509 1019 170.0 4050 137.0 1048 1586 850 1192 1049 141.7 846 100.5 1049 1320 535 989 1049 135.5 528 70.9 1049 1193 820 88.6 1049 1102 OHO 652 1549 •118.5 8* 606 1682 055 170A 789 1390 065 151.3 604 119.1 955 133.7 188 1062 655 121.4 775 928 955 1128 785 53.4 955 1044 767 885 855 95.5 749 89.5 955 987 748 52.1 966 80.7 140 726 1289 803 1342 097 107.0 406 114.9 682 91.8 603 101.1 WO 80.3 809 91.2 859 71.4 803 53.9 640 61.2 854 715 042 63.5 8)5 72.2 632 45.9 803 692 18 481 233 80.7 027 1811 1582 721 114.1 029 91.0 721 97.0 610 78.0 721 841 605 889 721 760 505 80.7 721 741 061 54.5 721 85.4 579 40.5 721 694 688 392 721 649 561 34.1 731 55.1 583 796 101.0 884 105.4 WO 842 854 854 570 722 804 784 570 83.1 884 704 537 66.1 884 644 6555 50.5 864 MA 651 421 654 641 541 381 694 61.3 870 312 804 600 534 006 88.0 514 WA 450 568 514 57.3 446 47.0 014 60.0 440 41.1 514 440 433 386 614 409 427 329 814 37.3 421 274 614 SAO 412 295 814 304 406 246 514 20.0 403 9611 512 462 587 404 462 462. 47.0 351 35.7 452 400 300 33.9 452 384 354 341 470 52.9 378 27.1 452 30.3 373 220 452 MS 365 10.4 452 241 350 189 452 21.8 355 1056 30.1 370 859 322 31.7 367 32.7 317 272 357 704 312 23.0 357 25.2 308 21.1 367 727 303 10.0 357 20.8 200 149 370 140 270 139 367 162 281 110 357 15.0 283 11110 35.1 334 349 308 292 335 301 301 25.0 338 76.1 295 21.0 338 23.1 292 19.5 338 208 268 17.5 338 190 284 14.9 338 188 278 122 330 140 273 112 335 13.8 289 1206 27.7 289 25.2 283 23.1 288 U7 250 159 259 20.5 221 17.3 250 181 252 15.4 219 10.3 249 13.9 259 140 248 11.8 280 122 240 9.9 289 11.4 230 8.7 280 10.4 232 TABLE 5B ASo5o7C•pecliy Table (13.) A115horUpPalbma 175 Carle 30CCar1e. Holm o4U Flied CMU PTV7oo0 1•36 Anchor 1520 8%BEeoU4aC•1 WEtolOuacaa 1712 Bea 3Aaten 9n2t3eoU51xOn 444Co42atM 114.89 Eta 0.3 NIB Elco Minn VR Be Deo Ag0a31803 8108786 Bow 036)5ua165) 41281081 012 stem Suer (25) Edge Monte 240 17 2451 P 24/51 9.52 17 2.112 1• 2.451 51 3118' 2' 0.49' 084 0324' Memento 9511 14" 1.344' 1.704' 2' L 1.114' 1-44 1.447 ,...11.4. 1.14'• we 2' 1ffi8' 1.918' %Wes 2 Maws 404.72MA O.C.r 0313200706100( 0191 90009 30028 45088 14X86 164425 21069 290108 36110 749151 37408 084Is 94858 31106 442 MO 4A10raa 01.12 Wm 0.8. !8151510 751 CBO)Cdy 59g 21 48015 70568 WA WA N/A NIA 38058 N/A NIA WA WA 09A 50639 08509 112110+ 461mhaa 459Min. 0.0./032c9Ag5etips 1(R987 7001139 780108 60069 15600 166661 94066 6854 NIA 76002 74803 00068 1382 lbs 6821s 085105 112000 5 Aram 350.42 kna 0.0. 1114215. 110.122 Atm. (F104)/ WA MA WA WA WA WA WA NIA WA WA WA WA WA WA 1075159 10871241F4326 5)t 5261 19966 22509 44611 63701 13513s 140112 17768 370709 19761 332163 47902 17043 22100 23020 2A1eh•s 61.12 fan Ord "CO89p67 240 Ns 35061 WA WA NM WW 10061 WA WA _ NA NIA 4'71 34169 45759 83029 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • • FIGURE 3: • • FIGURE4: [1] FIGURE 2: • • • 1 • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 6 • • • ••• •• • • • • • • • • • ••• • •• •• • • • •• • • • • • • ••• • •41 •• • • •• • • • • • ••• •• ANCHOR CAPACITY ADJUSTMENT FORMULA: X \ ANCHOR CAP.,,,,,,,,\ ANCHOR CAP.® MULLION CAP.,,,,.,., USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. TI WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED M THE FIELD FOLLOWING DIMENSIONAL. RESTRICTIONS SHOWN ON SHEETS 21-Z1. FIGURES SHOW SUGGESTED, APPROXIMATE 1401E LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOC! UNIT (CMU) SHALL CONFORM TO ASTM 0.80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 605345 AND BEA MINIMUM OF .125' THICK. STEEL STUDS TO SEA MINIMUM GRADE 33 AND .046'11110K (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125 THICK AND A38. ALL ANCHORS INTO METAL SWILL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 010 & 012 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 3.125' i h1.000'-1 1' X 3.125' X .5' MILLION (1•1/F MULLION) 1 O 2 Z co Q g m 03 l� V• O N PRODUCT RTLVLSBD m cemltytag Wen the FM& Building Codd Acceptance No I6 -b 218.101n3 ..194... DAo m;. �? TABLE 6A • . ••• • • • ••• •••• • • • •• •• • • • •• TABLE 88 An DIuntan CapacityTable One) 05renn9► R+(larlerticaagspannIn90•rOpenIngHetght(fDr657 9yspaMl mUEoT0) • • • • 14045 9100502111 -11117515411 Coded • - • • ••• Loads i _ • • • • Aoi 131410165 8.011550 • • • 767574+00. Losing 1•••„42,8 A '°bln som boos Radar 1aNi81 7707487¢55. Loa&ng 70 RANenguier Landon 43 Trey RWM• ' Loaded L 6074 Raw 000500 Trap/110m 1991A 504 AeotopY5 LWA1g 'tte•10lee& Laming 1401n 1910910141 100500 5007745¢. Lard ng 1201n R4of•1151o1 leaded 1513090744 50o Loaded Rectangular L90139 1135,I7465. Loaded 1 hi 71171 la 1 hi 67 2.1/2' hi f 0607 hi T hi II III ii II hi ii II hi ii I liti f III hi II hi ii 17611 III 1.174 11,1 f 1.114' NullfIf 46 1635 018' Was III . 6 II 4211 170.0 620 170.0 438 170.0 741 170.0 478-1703 9486n 668 170.0 606 170.0 902 170.0 075 170.0 1116 1700 021 170.0 1240 1710 623 170.0 1406 170.0 521 1459 1488 170D 521 1270 _1468 1700 621 4874 170.0 700 170.0 624 170.0 880 170.0 064 170.0 802 170.0 090 170.0 1133 170.0 651 170.0 1276 170; 877 168.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 660 97.7 1803 170.0 880 00.8255 170.0 747 170.0 033 170.0 056 170; 831 1703 1048 770.0 684 170.0 1105 170.0 723 166.1 1235 170.0 747 140.0 1235 170.0 763 117.1 1230 170.0 780 1004.1 8 NIA 708167.1 88= 12 •1618 :110(17110, 178109 468 881 5461 1703 787 170.0 612 1701 868 170.0 691 170.0 1118 1703 764 1914 1168 170.0 603 137.2 1108 1703 837 123.5 7156 170.0 656 102.8 1188 170.0 681 8814;168 8061 170.0 880 170.0 701 188.7 1042 170.0 797 1426 1942 181.1 692 125.1 1042 148.7 616 1112 1042 1983 001 1003 1042 1302 701 83.4 1072 1251 782 719 1442 4111.11 781 Bab 45612 1291 782 8310 170.0 930 170.0 748 1612 752 100; 518 1008 842 144.4 709 1134 937 131.0 762 100; 892 1214 Me 60.7 912 114.6 758 763 992 1074 746 04.E •182 :183 744 6118.7 :6312. 4.644 865 158.4 947 1750 789 137.8 947 148.0 786 1151 967 130.9 765 1004 047 117.7 782 81.9 947 104.7 738 927 947 1022 727 886 047 06.1 713 50.1 047 84.0 711 613 847 84.0 711 7273 , 135.5 849 1427 737 1132 819 121.8 722 87.0 849 108.9 708 84.0 848 864 508 763 849 50.1 588 673 645 923 878 65.0 849 703 668 455 849 726 862 42.6 619 72.4 861 7e6, 116.6 762 138.7 06.3 702 142; 852 4.6 782 00.0 610 72.2 782 588 623 642 782 742 820 87.8 762 692 813 48.1 762 626 802 41.3 782 69.0 697 WA 762 69.4 696 7875 100.9 724 (11.4 834 68.0 724 849 621 703 721 010 804 608 724 74.4 609 584 124 68.1 691 654 724 03.4 583 44.5 724 573 573 382 724 54.3 667 33.4 721 638 004 90 In 674 643 719 0.3 683 613 60.7 474 49.7 643 629 486 41.8 5A 47.1 486 36.6 843 423 482 34.8 643 388 448 *0 643 346 438 24.6 643 321 430 21.7 643 357 425 03 la 679 476 066 427 47.6 478 487 418 40.8 478 492 412 38.8 475 355 406 31.8 478 349 450 25.7 479 323 338 218 478 38.1 388 200 475 28.6 380 179 478 24.2 378 10674 40.3 377 41.1 341 33.6 377 34.8 336 758 377 303 330 06.2 377 298 376 22.4 377 24.0 321 *.1 377 720 317 16.6 377 18.0 310 144 371 17.1 304 111 In 37.1 357 378 373 30.6 807 31.6 975 266 358 279 313 232 387 24.4 908 20.8 357 22.0 338 18.8 9* 20.1 301 15.4 357 17.4 284 12091 25.3 308 *8 278 24.0 396 251 274 21.5 SW 213 270 18.3 306 182 207 189 305 17.9 283 14410 17.0 212 172 196 TABLE 88 An Dar Capa3ttg Tab o 04.1 Anchor Clip Palteins 8t6eaata: 2.711 136.740 3.511 Cap. Hata C41.1 Med WA PI' Wood Med *04747 ype'. 3714E•e14a644A l/4'EImp187Raae dW610 Utreean 3/18•Qc01A6ema1 1p'49ooU5a4ae 114' 88 Ow AB0100ator d14 Sao Macao 110'88 Elea AWraAata 1110 Med Befoo535) 612014 840•(861 012 Med 134n6/ WS Edge 01.84¢o (.,7 1' 111' T 2.1/2' 2.115' T 2457 T 2.107 S 3116' 2' 0.A' 0.64` 0.924' Embedded051414' 1.911' 134' 141/4' 2' 1.154' 1-110 1.174 1-t/4' 1.114' 1-174' 2' 1414 018' Was 211259 94.127.0.0.1814dadorAli& C50 (RM} 182): 17 300153 390 be 4000* 58055 184417.6 270100 3708• 36486 74085 3741e 864 me 9486n 341 be 44250 560706 4 Maims 41 2.20. Mit OA 190sodad(a080el)Cmt pia 37 70000 700®0 580.6 1410.6 his WA 580 be WA 83054 N/A 8801. WA 8126e 683®0 1120.4 8Aeo6ae481.14 Mit O.Gl 81an8•d(aMeg Clp(NJ. 47 08600 10.0 the WA NIA NIA NfA 70006 WA NIA NMI WA NIA 13835e 177000 234070 4 A849*47.3• lit 0.0121'216A04111apt I(Fm. 47 7698. 7800e 6808s 158016 1898 89 14060 660 1M WA 740.11 745760 880166 1002®6 8@20 605 Ma 113064 8Aoe8694733' Wm OA. 15) 240Aeg10abs / 06.67 117016 1170 be 0120 OA 7340 Ds 2504611 810 be 84059 WA 11400e 112254 13202¢ 283e13 1002 54 137/04 16806e 4 Anoka 16 OAT Alin. CLC. /UO9p,1100.125Alum. pig. 77 WA WA N/A WA WA WA N/A WA NIA WA WA NIA WA NW 143054 2An61i5511(7. 2.21' We 0.83 F459 011 60; 38059 36054 28054 706160 47654 670. 88016 WA 3181. 189 440 6e NIA 34104 44516 800710 4A0o77.4* . 1.16` 1491 0.C/ •� 480 Pm 70054 WA WA WA WA 180160 WA WA Wil WA WA 58254 86650 1120 4,0 NOTE: FOR THE OFFSET CLIP, USE THE GAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: • • FIGURE & • • FIGURE 2. FIGURE 3 • • • • • • 1 • • FIGURE & • • • FIGURE 4. • • • • • • • • ANGLE CUP (FIGURES 6&8) MUST BE USED IN PAIRS. • • FIGURE& FIGURE9: i • • FIGURE T: •• • •• • • • •• •• • • •• ANCHOR CAPACITY ADJUSTMENT FORMULA ) X (ANCHOR CAP.,•„¢,,.,\ oANCHOR CAP.,,, MULLION CAP...-. USE THIS FORMULA TO OBTAIN 774E 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. 77 W81 YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANt2IOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING 314E TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILU D IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2123. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (1X(0 SHALL CONFORM TO ASTM C-90. W000 SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 8083-T6 AND BEA MINIMA OF .126' MUCK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125* THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 & 912 ANCHORS INTO WOOD MAY BE STEEL, 18.6 S.S. OR 410 SS. 1.000'I- .125' Y14C Z 0 Z 2 2 tO '5 01 0 N X X r r Mo 0 m 2 11 PRODUCT REVISBD ms71771 with1710FI6dd• al11758, ionll10 :7:711/%.. 2024 ApN'....... `is No. 58'!05 * . n ''• ETATE = � • .0109744'.: ' �\ .. /iA1;��C� A. LYNN/ONMLtLER. P.E. FL P.E.p 513706 TABLE 7A • • ••• • • • ••• •• •• • • • •• •• • Mullion Capacity Tablepalfrj • • • • • 46 • • • • X4 143 15-S AIUR1. F304 X 376 Tu Opening Width (rorvm9oally-apeming rmilona) orOpening Height Or a pore Ing n u Norm) • . . • • • • • • 591E 606 ' 706 8010 901E 1001n 1217 In 114- Woo Moue In• • • • • • 10 . • Rantan•der Lowing 10/0174018 Loring loading Tap 01128. Loading Redm1d1, loafing Trap/1803 Loading Rec1Bpd• 480102 71opf1 035 Us** Reohnp6r losing 70441480. Lapdog Reatengder • La6og T Lading Loading 110P1Tdens. Latins Re1Tmg4Par Loading Tr�1or Le• Rodal9Am Loading TT{V00••. Lad rd n 1 i III 11 ii la ii I ii la 11 I ii II it 1 ii la it 1 ii II II I nn II i I it la d 1 it II li I it 115 ii 11 lit ii it la ii I 11. la ii 1 II tan 110.1 64 74064 L it it liliii • 341 Ma • ail it 1 4205 170A 670 170.0 435 170.0 744 170A 476 170.0 885 170.0 806 170.0 832 170.0 815 170.0 1118 170.0 521 170A 1240 1760 521 170.0 1486 170.0 521 170.0 1735 170.0 521 170A 1083 1700 621 481: 470.0 706 770.0 574 170.0 666 170.0 564 170,0 932 170.0 BW 170.0 1133 170.0 681 170.0 1276 1700 677 170.0 1417 170.0 650 170.0 170 170.0 680 170.0 1903 170.0 WO 151.6 2024 4*0 600 50.626 in 170.0 747 170.0 663 170.0 868 170A 831 170.0 1048 170.0 684 1700 1105 170.0 723 170.0 1345 170.0 747 170.0 1484 1760 768 170.0 1783 170.0 768 168 flow, 1730 78` 1361 0619 +11b0o 756 640E 070.0 787 170-0 612 170-0 059 1700 891 170.0 1118 170.0 764 170.0 1215 1702 603 170.0 1434 170.0 837 170.0 1696 170.0 605 155.9 1708 170.0 001 197.1 87800 IVO 181 6120 1118 1720 85? 8015 170.0 885 170.0 701 170.0 1063 1760 787 170.0 1240 1760 078 170A 1417 170.0 944 170.0 1594 1700 008 1565 1818 170.0 1033 1700 1619 170.0 1089 111.0 41610i 470 4062 :97.0.1619 MA 1063 6915 1760 1 930 170.0 745 170.0 1118 1700 850 1760 1302 170.0 040 170.0 1468 170.0 1015 168] 1842 170.0 1026 141.0 1642 1760 11'22 117.5 1542 188,6 1116 1% 18:8 f11¢ 588{ 11 2 w 1179. 11/ 6815 1700 874 170.0 759 170.0 1160 1100 001 170.0 1304 170.0 1002 1800 1472 170.0 1066 1428 1413 1889 1148 128.5 1472 108.8 1130 107.1 1472 1479 1108 91A 1472 148.0 1104 00.3 1472 145.4 1104 721n 170.0 11063 1170.0 678 170.0 1275 170.0 1009 7068 1370 188.2 1101 1320 1310 149.9 1082 117.3 1320 1374 1086 106.8 1220 10.8 1049 88.0 1320 117.0 1024 784 1320 112A 1013 86.0 1920 1126 1012 7510 170.0 1122 170.0 837 149.6 1184 159.4 1013 1282 1184 139,8 994 1122 1164 1287 976 087 1164 115.3 984 gab 1194 107.5 74.8 1164 97.8 005 64.1 1166 93.1 837 56.1 1164 623 976 7815 1080 1124 170.0 607 1344 1124 147A 665 0188 1114 1254 947 10.08 1124 116.9 991 0.3 1174 105A 916 63.5 1124 90.5 308 692 1124 09.6 880 09.3 1124 84.1 881 1124 832 878 9010 1081 644 1114 760 961 644 94.3 738 77.2 544 521 724 1574 844 733 712 00.1 844 086 702 64.0 844 91.4 893 45.0 844 642 875 38.0 644 060 868 _MA 388 644 47.7 662 digin 65.1 742 919 863 742 742 77.0 657 638 747 67.2 641 86.7 742 894 631 495 742 64.1 822 44.5 742 486 814 37.1 742 43.8 800 944 742 395 WO 77.8 742 37.5 554 1080 826 660 630 630 521 068 63.5 021 44.7 606 48A 513 39.1 500 41.4 505 34.8 588 37.3 408 31.3 586 342 402 28.1 660 229 481 21.3 808 23.8 472 196 588 24.7 488 111 In 87A 659 88.6 593 440 650 486 465 48.2 659 429 467 36.0 555 38.0 480 320 555 34.2 473 288 659 312 487 24.0 806 27.1 407 208 595 243 448 160 5566 224 442 12085 45.8 478 46.4 433 WA 476 WA 4265 328 475 33.7 420 254 476 289 444 263 0.6 70.5 465 228 475 34.6 404 19.0 476 21.1 335 18.3 475 147 357 14.3 476 173 381 14410 254 330 26.7 305 620 330 22.4 301 049 330 193 297 18.5 330 170 293 TABLE 7B AnchorCaLucUy Table (Thi) Hallow 0.111 Fad 156U 117W005 Idol AnithorCOp PalmaAta05•iypx 800182: 2.78 Oomrete 36400m 9r18'Ma ei0noa 114- Woo Moue 611/7Ebo1/ 3/18.3H8'66o I>luaom U4'FJeo ldtmpm co 7 SS El6'1300 Aft•e13453 601 06reeon YC IW Eins Aggref14fa MO 84• Sar•r(WI 812 Steel Elam (OS) 517603.31 Saes(SS) Edge 4256688 (459 r 2.10? r 2407 3418' r 2412' r 242' 2' 3440' 2' 0.45' 0.67 6324' 604893601 190' 5-317 1-314' 434' 2' 1414' 1.159' 1474' 1.514' 1.10' 1.417 r 1318' 1.918' 4eee1 2A0ot50a - 390113 450158 489 1844.0 X011 200103 64 74064 374003 ::. 0s 90804 341 Ma _,.00 560.. 4Anchors 4225" Min. 0.0.0 8lmdad044Odwi)Clip 01928 70010 700@5 510 Ds 14101ba 9526a 141A 58000 N/A 83004 N/A 93010 NA 659 Ms 885 Rs 120®4 5Amhon01.16Mh O.0.1mondani (•010000p dip. 47 BW65 140000: WA WA WA N80 780 Ms WA NIA WA 001 WA 138304 171064 104004 4Amaga®74-09 O.C. IW 233 AWN 007(Fp. 67 740848 18000 66064 1580 lbS 159064 610 Its 5806* WA ' 700®4 7596s 65064 189264 687 Ms 885940 1120Ss 640034971690.0. 1(2)246Ar•te010l¢T467 11761ta 11100s MO lbs 234064 2844 Zs 61064 840 Its WA 114004 112210 132010 283894 102200 1317 Ms 165904 4 Aroeo•00.45' Min O.C. 1110.Into .13'Alan (02.79 WA WA WA NIA NIA WA N/A N/A NIA WA 4160 WA -, NM WA 143000 7Arono002.27080.9JF4719(779. 97 350120 35000 20004 70503 41904 NIA 9800.0 9*60 345Y WA 44064 WA 841 Ma 4420.8 86064 4 Andras 411.I2Mh.00/FC1p(Re. 89 48061 70065 011A WA WA WA 480033 NIA NIA WA WA WA 862 Ma 8854 0 112060 NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • FIGURE 5: • • FIGURE 2: FIGURE 3 FIGURE 4: FIGURE 8: FIGURE 8: • • • • • • FIGURE 6: • • • ANGLE CUP (FIGURES 58,8) MUST BE USED IN PAIRS. • • • •1 •• • • FIGURE 7: 11 • •• • •• • •• • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.,) %MULLIONANCHOR CAPCAP..) =ANCHOR CAP.,w USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REOUIREMENT POR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULUON AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO SE AT LEAST .125' THICK AND 038. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 S 912 ANCHORS INTO WOOD MAY BE STEEL, 18.85.8.OR 410 S.S. Ito 81 Ul a. m X 8 1 0 3g 7y�3 91 4 PRODUCT REV136D Bmf y&E mwitncFt8rt4a Dow 7,F'T'. e2,021 By 1 „plum" y( LYNN • Nu. F50700 7003 v�'� i A LYNIWMILLETii P.E. FL P.E.O 511705 TABLE BA • • ••• • • • ••• •• •• • • • •• •• • • Mann Capacity T•bleJbaf6') •. • . . ... . • • • 125"1 8.188" i • Omani) Yon (107101058117-60813101, mI*ons) sr Open!8 Height (for rotlzo 10 y-1paml67 mU90173) • • • • • • • • 5015 5415 701n 931n Som 100111 1201n • /11193 • • •16001 - • eneret• Loading 1Ppnaatg. Laming Re••>AUm Loading .095415700. Loedg Neatened/7 Loading To87rdea9. Lovina Rateopeler Loading 7iaj111ans Landon Ruta toad TtaplMmy Loading Rectervies LeadIng li pNfmlg Lading Reetnnpd• Long 1tepRMng La14g 05oIw Uar Loading T1 94Metg. Li a Loading '6014090. Loa57O ii h1 11 ii hi 11 iit hi fiIIliit 11.1 14&4' hi ii hi 11 iii 1'1 11 hi li 11 hi li 11itf1 hi 2Mena ®4.76` 500.o.C. a 81e130 o0®Mcap 13 hi li 11l hi 1 hi ii 11 h iiiiiiii 95435 * .11,1.114. 11,1•114.11 li:ii.fi 04860 . 163 iLli - 4 Anek4301.15'10n 0.61 sumo tor 0555C,(7432 4219 170.0 620 170.0 435 170.0 744 1700 478 170.0 885 170.0 308 170.0 502 170.0 010 170.0 1116 170.0 521 170.0 1.240 170.0 521 170.0 1488 170.0 521 170.0 1738 170.0 621 161.6 1769 170.0 531 4615 170.0 708 170.0 624 170.0 850 170A 584 170.0 882 170.0 630 170,0 1133 170.0 861 1740 1275 170.0 877 170,0 1417 170.0 880 154.6 1648 170.0 070 1227 1518 170.0 660 118.1 1546 170.0 680 00,53619 170.0 747 170.0 353 170A 548 170.0 831 170.0 1048 170.0 866 1700 1106 170.0 723 970.0 1446 175.0 747' 187.0 1488 170.0 706 130.2 1458 170.0 768 1181 •14881 1778 706 1014 0105 411 1/7101 170,0' 783 • BBT 0 5415 170.0 787 170.0 812 1700 BBB 1320 091 170.0 1118 170.0 734 170.0 1275 170.0 603 163.1 1374 1708 697 146.8 0375 1700 858 122.3 1378 170.0 851 Al 1 .3 1 0 1 191. W to 170.0 654 170.0 701 1700 1083 1700 787 158.9 1155 170.0 078 139.0 1100 987.4 930 123.8 1186 1085 018 1112 1156 150.0 012 82.7 1168 144.0 005 78.4 411888 140 455 0889 11166 1144.0 035 8315 170,0 070 170.0 746 100.1 1041 175.0 600 1972 1001 165.8 882 120.1 1051 1420 846 1607 1091 182.3 a37 98.9 1651 125.7 no801 154 1 1146 6n 86'10599 9 941 82y 080.x, 1�1 j1$ 535 9 0054 157.1 547 170.0 760 154.3 057 1511.8 808 1144 967 194.0 780 104.4 087 121.9 777 620 087 112.8 757 838 967 VOA 754 60A 957 1040 700 54.7 067 980 748 522 957 989 748 721n 128.7 804 1352 008 107.3 006 1152 684 99.8 804 101.3 671 044 854 810 660 718 934 610 9e0 844 804 748 843 635 604 722 053 480 004 800 620 40.2 504 eels 826 7015 1044 722 114.4 830 01.2 722 07.2 619 782 729 88.3 808 863 722 70.7 548 135 722 70.3 054 617 727 660 580 46.9 722 808 670 39.1 722 56.7 066 312 722 082 164 7015 101.2 585 1080 500 54.4 885 545 588 723 685 70.6 577 83,3 405 708 188 552 808 840 090 60.8 083 60.1 853 , 422 886 61.8 543382 1235 655 51.4 637 910 854 50.7 438 W 15 13.9 516 880 457 640 815 07.5 445 47.1 515 00.1 441 412 615 44.7 434 35.6 615 40.8 470 930 515 37.4 427 270 615 33.1 413 814 806 407 246 616 38.1 404 98h 54.3 463 55.6 404 46.3 463 47.1 387 368 453 41A 541 38.9 458 983 385 302 403 320 379 27.2 463 303 374 220 459 28.0 983 i 103 463 24.3 354 17.0 463 220 356 10819 941 548 30A 323 31.9 358 328 315 27.2 359 29.4 313 234 308 262 808 212 355 227 304 15.1 360 246 300 10.9 358 180 293- _ 116 90 341 598 354 308 293 330 30.1 301 70 .1 330 20.1 297 220 355 292 293 498 938 20.9 289 17.8 330 141 286 12061 278 280 253 284 232 290 33.5 250 148 290 70.6 268 17.4 700 182 783 16.4 200 144 249 14401 15.1 201 183 168 ' TABLE 8B AachorC4MoltVTOM (90 AnchorC8pPalae1a11 04451006 2750405909 - 8.500011. NoBe11361 P•edCYU Pr Waal Neu Na11MAPa 9118 553 Mom v4 t39oU•aCOrt 6,1f Eke1108504o U•econ 2MrFW1AIEea UPECofROfdn Aogreator N16' Eke U8aoon 154•8981IA Aggeadot 610Sted saw (05) 01581981 S0.• 525), 8123101 Saw (135) 0 120IMro(Ih3 r 21/2. 1' 2417 9.116` r 2.547 r 3-117 r 9.10.3 r 0.45' 068 0224 E•6ettnelMT 1.674' ta4'. 1411' 14&4' r 1444' 1.104 1.14• 1v4 6414' 1115 r 1498' 1S17 vain 2Mena ®4.76` 500.o.C. a 81e130 o0®Mcap 13 99086 39099 450 Re 1300 On 154451 37095 2E0 06 95435 74050 57499 484118 04860 . 163 443106 15009 4 Anek4301.15'10n 0.61 sumo tor 0555C,(7432 no a9 70000 501 WA NIA NW 380®9 591 Nal NIA WA 191 08200 555.0 1120.9 4.0016049'Wn.VC. 115)214070(i819477587 75091 78085 1 SH025 18BD80 180891 54791 55009 NIA_ 780196 716 211 00.096 159996 6829, 028 54 112699 MOAN on Ui:1p.1010.128 NMA. fig. 42_ WA WA NIA WA WA NEA NM 5401 WA NIA ISA WA Na WA 143320 1AA1Mr/PC�09g:R 119161 1956e 27505 44500 87200 13599 14099 17705 37090 18100 83790 47906 170109 23100 280 9(0. 2 Paulus 121.1V Mtn O.CIF40p4 63 2.0005 35088 NA NW NWA NIA 10090 WA WA NIA WA WA 36100 44205 48090 NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDAR CUP. FIGURE 1: • • FIGURE 3: • • FIGURE 4. FIGURE 8: • • • • • FIGURE • • • • • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PARS. • • •• • • ••• • • ANCHOR CAPACITY ADJUBTMEB4T FORMULA: P.,m� X ANCHOR CA `MULLION CAP.....a� ANCHOR CAP.„, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIO7148 IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, IEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 4.90. WOOD SWILL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 806376 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND 045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 910 & 912 ANCHORS INTO WOOD MAY BE STEEL. 188 S.8. OR 410 8.S. ►1.260'- I 288' 125 X 3.168' X 265" MULLION (1-1/4' VF MULLION) EL co 90 6 1 1 1 Y PRODUCTI%EVISED as complying with 8M 1433i100 ACAc00pla1c0 No y b04 88 . /0 MtProduct 0111111111/ 01 X4,2, •'�1cENSF' F'P Ho. 58705 •� v i � �"•. fiLOR1OP.•'��,� � F 6s ••�a�. A. LYti(t81(11@ t. P.E. FL P.E.# 58705 • • ••• • • • ••• • • • • • • • • • •• • -0'07@961100paaiy Table peat) • • • • • • • • 936 a 938 R .03 00 > 00908.0 W (IerVereea0y4tpamlrp ateliers) srOpenh90 H91YhtMrinrl 2/251yeP0 t 0298629) • • -• • • • • 5015 8015 701a 8010 6029 1000 C . 13009 X10 • a • • • 3311110 • 05s53 19 Loading 799117190 tasting Raamlp4ar 900719 Trapli 4290. Loa69 RaUan9olm 1.0099 1799171009.9014• •. 10999 0071199014•19911390 10e055 90001290 200111016 101680 Trap'rri o. 100076 39199002 100010 0610249. 108000 1805829 110070 120213993*. 120213993 0043941L9090 81992903041401400436939 19390 Ra1400436939o8apdm 1.9900 710740 740 100900 1 111111111111111111/I hi T ill -i hi 0.84• hi Emirebemt 04 hi 11111111 hi 608 1700 ill 992 il 170.0 111 ii 610 1111 170.0 hi 1119 II 1700 ix1 ii 671 II 1633 hi ii 1118 II 1730 1i1 II eat II 127.7 la ii 1116 ii 1700 111 ii e2/ •p1.:ha1. II 109# 0 Nil lifrit tial 827 sell xt:hh ii .5118 ft do ii 821 I 1 42o 170.0 840 170,0 433 170.0 744 1700 418 170.0 889 109 460 170.0 700 1100 624 170.0 00 1700 664 1973 018 170.0 630 146.7 91e 170.0 861 1304 818 1700 WI 117.3 978 1700 880 07.3 670 1700 669 63.6 978 1780 680 73.3 070 1180 630 032615 170.0 74/ 1700 683 170.0 690 1700 831 160.7 027 1700 534 131.9 077 188.5 700 1,72 827 1881 1398 106.6 927 1583 686 87.0 927 1683 685 79.4 927 160.3 686 86.9 021 168.3 688 54 93 10.0 707 1709 812 1515 868 1780 x881 1328 039 163.9 663 116.9 608 141.8 683 1030 863 134.0 660 922 660 1208 CO 773 069 1288 02 60.2 880 las 418321 838.098 Ste 83791 6001 1432 748 163.8 634 119.4 746 1323 640 1029 748 117.6 800 893 748 MA 609 789 746 101.0 632 713 746 988 887 607 748 53.3 003 511 74' 083.3 )11 4 44i fp •914 8991 639 123.7 877 132.0 114.1 670 60 103.1 80.7 097 err 867 419 1132 819 713 863 619 440 eat 769 902 err 617 616 4e34 68.3 012 05 09 432 77.3 07.3 819 677 817 518 81.4 78.3 688 048 600 478 087 69.9 49.1 071 617 518 682 726 64.5 636 464 419 61.9 63.8 41.4 077 817 519 810 887 09 534 409 414 63.8 418 34.8 677 017 518 77.0 64.4 488 629 481 400 442 380 290 877 ?fib 90 Tv hal.? 439 •984 406 3067 i 039 269 r 6017 510 :try 424.14 489 6l 49I 406 0610 107.0 817 720, 829 618 87.1 460 78 )0 08 436 717 409 087 485 620 398 09 403 848 30 411 488 48.4 304 392 485 463 376 352 485 422 374 284 469 383 367 982 403 383 364 220 446 385 989 7629 662 449 830 387 54.3 441 67.7 375 46.8 441 0.8372 408 441 46.4 398 382 441 49.6 30 399 441 38.7 30 27.3 441 340 348 239 445 33.1 346 284 441 32.7 346 029 42.4 332 43.8 246 33.4 332 37.0 288 383 312 32.3 r 464 265 332 298 30 33.8 332 831 278 51,2 192 54.1 272 17.7 336 25.3 238 105 337 O9 284 13.3 332 tar 30 99 h 30.0 289 09 20 231 291 0.3 20 280 261 26.4 252 219 291 236 248 19.4 091 21.3 244 17.5 201 193 241 14.8 201 17.1 398 123 291 158 232 10829 248 20 231 XS 208 430 21.1 308 17.8 290 16.3 009 02.4 20 162 103 1 11129 928 215 23.1 197 tap 210 19.4 191 185 218 18.8 191 14.1 215 14.9 10 1208 17.0 887 182 90 140 967 133,10 _ _ _ E Anchor Cs .:.Ry Table (Ms) 80859mt. 2.76 Comets 3.63 Caw. Nam 5a311 RUN CM/ PT115,01 4L•• Aeeherlypt 3118'Beol6Utwi 1N'F]ooUI9a08n 51121200151.88 92500 3n8'QtUMatn1 yrEtta ttemam Etas AnsWatr 0718'Ebo 139054e Nr 86 Elco AINWO )a 870 Baa 99117((35) 81299009 Wow (00) 61Z SteelMOWNCUpPatterns 8101(06) Edge Ebbw* 09 T 2-11'1` 1' 2 -UT 348• P 24191 i' 2.167 T 3198' 2' 6.48• 0.84• 0.221• Emirebemt 04 1.94' 1.4• 1.394• 1-344' 2' 1-124• 1.114- 94w 1.1991 VIM 1474' T 138- 9-33T ie9OO 2Aothore084.7S 4h 0.9.t 818o61dor Mel d0(79. It 390¢5 3085 40+.. I'7 r M Q�r . DOR8 991 074 i.. .,.IbIEUZCII 4Anthem _- 1.16' 000. QC. i < �.,„ :: 9108540 6 p9g) 40.2Mt )0001 WA 2010 WA N/A NIA BOA NIA 88468 005190 1122 M8 78005,8 78005 1E21,44MA 1938995 8405,8 6085 00 780988 7480/ 80 On 10215 80)08 00090s 112061 3 Anal= .oar 119. Q /UMP. Into .100'-0028 (Fig. 41 WA WA WA NA NIA N/A 141A N/A NIA NA NIA 11A 6@A 0094 1 Atha/FCB,TN. 4 19011 105 85 97858 022918 13618 940990 17753 37085 19728 33207 473078 17026 32110 320105 24861159 _• 1.16'WAn.0.0/FC5(95.113 2401/ 30 Me f8A NLA NLA WA 10$8 Q IBA NA 1613. NLA 34118 44301 69)10 FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • FIGURE 2: • • • • • • FIGURES: • • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES' 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. • •• •• • • •• • • • • • • ••• • • •• •• • • • •• ANCHOR CAPACITY ADJUSTMENT FORMULA: (Dn.) X(ANCHCRCJIP.,,e„�`_ANCHORCAP MULLION CAP.,,,,,/ USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIuIENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU)SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF .100' THIg4 STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 310 8 312 ANCHORS INTO WOOD MAY BE STEEL.18-I S.S. OR 410 S.S. 1291 X 325' X.100' MULLION .100' 7A 0 1ww V n z N 2 m CV tti re X 4/1 a N 0.1 1'917 2 1 9 i_ 1 J r 1 1 PRODUCT REVISED �g Building 4o001YIu1 the RUMS Am/ono No 16-orte,o3 ' t By M 19 .111 I11iiA No. 50705 ' it TABLE 10A • • ••• • • • ••• • • • • • • • • • ••• MII4on Cap7144ty Tabia One) • • • 11 • i • 1.2332E 8 N.E24 AIum.TUbe Mullan Opening 1/41d5I•772211481r298nring21112083)orOp7o11ng NWMTh g(forlm28/2327/ 812892919 • • • • • • 036 800 7021 300 9021 19004 1305 51021 • ••• 'I60tl • Reeta79da Loons 1131311000. Loading 1102330333 110073 L397933 Retla4 5994 L445Ng 11•3177039 1444479 Reeimp'mr 100449 7.0'0033 1.33413p R• 3393or Lasing Trep4em9. I0e4o9 R44fagder Weep To 744, 8. twerp Ream984 Wang T090111307� Lotl,9 11003393133 Loed59 711470723 teems R38131101119 547645 71I1710030. UMW . 1 II a. ii i' i ii 1E la E 1 ftI $_ IL % t1 e II 1 1 ft '�'.. a& 1 t 2• 104403 I x la- I t -11 lit 1-114' 27400 h I I Iii -11 1-1 fiI s 47 it 11- II I t! a- I h it 'II iLli NIA ' :la-. illi 8` ; 11.4 NIA • •'�.. 1:• MI If 13 ,,,1 1 421e 170.0 eA 170.0 435 170.0 744 010.0 479 170.0 880 170.0 403 1750 892 1701 619 170.0 1118 170.0 62111701 NBA 1240 170. 521 1700 1403 170.0 621 170.0 1134 1700 537 1700 0443 170.0 821 4819 170.0 708 170.0 524 170.0 860 1110 684 100.0 0143 170.0 630 1710 1133 1790 661 7701 1275 170.0 677 170.0 1417 170.0 880 1700 1703 1700 680 188.7 078 1700 630 148.6 1879 170.0 660 60.62613 1700 747 170.0 453 1700 888 170.0 531 170.0 1016 1710 984 170.0 1195 110.0 723 110.0 1346 170.0 747 170.0 0194 1700 766 170.0 1783 173.0 165 1623 1877 al1066.1336 1877 ab0 761 640 170.0 197 178.0 912 1701 556 000 891 4702 1706 0700 750 170.0 1275 173.0 503 170.0 034 130.0 037 170.0 1691 1700 858 169.1 1759 170.0 061 134.1 11611 170.0 8061 801771 1M *0.9 0P 600 170.0 506 1701 701 1701 1053 00.0 197 1700 1240 170.0 875 1709 149 90A 844 761.1 1611 170.0 998 145.0 1511 1709 1033 1200 1611 1700 1063 103.6 1611 140 -7i05:90.:41 impWe 630 1700 930 170.0 746 110.0 7118 110.0 503 170.0 1303 170.0 oda 7803 7370 170.0 1005 7302 1370 1700 175 126.3 7310 154.0 7082 104.4 13310 165.8 1072 494 1370 1013 19070.78.5 40 .301072 6613 170.0 94 170.0 789 170.0 1189 110.0 903 155.0 1248 90.0 1003 1382 4245 103 1013 121.1 1248 147.1 1000 108.9 1248 738.0 939 90.0 1248 1304 578 779 1248 129.0 810'55.7 4248 129.0. 078 _ 1250 157.8 1040 1701 878 1309 149 1802 892 1193 1049 1321 815 1049 1049 179.1 080 832 1545 109.7 848 93.9 1048 1027 830 69.9 149 01.3 825 03.9 1009 922 520 52.4 1069 51.1 320 767, 142.7 911 449.1 074 1109 041 MX 805 101.9 941 1112 701 69.2 841 100 171 783 941 91.7 706 114 941 B63 767 593 041 171 144 61.0 941 74.0 737 443 941 73.3 738 1818 180 031 137.6 793 110.0 884 116.9 781 943 804 102.4 753 426 894 91.9 740 73.3 684 87.1 730 800 824 75.9 721 65.0 894 70.7 703 47.1 804 01.0 701 41.3 894 66.1 528 9021 e3 871 007 508 718 870 74.9 689 61.4 071 05.3 676 637 871 602 666 47.7 671 62.9 608 43.0 671 44.0 551 368 671 431 6398 30.7 671 39J 631 26.0 671 373 626 9814 703 030 720 621 89.0 690 614 610 609 690 634 609 441 610 406 602 393 680 43.0 497 35.4 690 39.6 488 20.6 WO 34.7 477 25.3 693 -31.6 469 221 680 29.8 481 10421 482 468 60.8 421 40.4 408 426 414 363 458 31.1 428 31.1 484 329 403 27.8 185 28.7 306 21.9 403 27.1 391 23.7 468 231 312 09 468 21.2 3766 136 403 191 370 1110 459 441 487 400 382 441 38.3 383 322 441 34.1 357 28.9 441 302 362 204 Mi 272 378 22.9 441 249 372 111 441 273 383 151 x441 193 368 14.3 Mt 99 351 12010 35.3 378 389 344 302 370 31.0 338 253 975 28.8 334 32.7 378 237 329 20.1 318 212 SW 18.1 315 79.5 321 10.1 378 107 314 1440 310 232 212 212 179 282 9.8 238 159 252 163 236 I - TABLE 108 MohorCepa7Ny Table (Ih) Anther CU9Nem* 017631519 2.73 Obsede 268COIC. Mow 50200918 P7 Wood 00310 MON ?Aga "IV Hm1A6co0 Ne Elea Moon 816. Etc04178056o Il6rato0 8116. ENDW7am NCEkalmmcoa A WV 2180 UMW 0888280 A Of 411 Steel 11128607 t� 61201991 e Eog944Mms0P9 1' -,2-1/7 r 2.442 3.718' 1' 2-18' 1' 2-077 .46' 00241 2413080.0 614 017818e1091(5101 1566 80009 144' 03008 1464' 450759 1014• 9801210 2• 104403 114• 06 14¢' 98018 1-04' ' 3640,, 1-7/4' 740406 1-114' 27400 1-114' 59408 2 04803 154' 34103 1-68 442194 838e6 460®3 257181e19404.71/2207 0.Q/god= 4.0160..3®1.15' WA QQ /51916070 ter 016a3Clip Ms 71: 480.3 76603 NIA WA 401 NIA 88396 WA WA NIA WA WA 5820 BBB 531 1120®1 48,4230 8'221. 0.6.10''8 27524583927 PTs 4 75093 13008 oaths 13088 1090159 610130 two in WA 750193 74893 000793 158343 682.3 85346 1198®6 3A1CSN3 It 0349M15. 0.C. 1Nap. 1010.107 N30. 4) N1A 1403 NBA NCA NIA 4UA WA 74A 4014 901 WA 4A 4181 WA 966193 1 44*0841 FC1P(R3 6) 40603 19896 226793 44503 87463 188085 146 ea 17700 370086 18703 36291 47303 17063 221193 230159 2/257271.11221100.81F019510 65 21093 35093 2.42 005 NIA WA 10023 NAA NIA NIA WA WA 34108 44288 43006 FIGURE 1: • • FIGURE 4: FIGURE 6: • • • • FIGURE • • • • • • FIGURE 9. • • ANGLE C_tP MUST BE USED IN PAIRS. TABLE NOTES: 1)88E SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOD. • •• •• • • •• • • • • • • ••• • • •• •• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (� ) X / ANCHOR CAP.,,,,,,�� ANCHOR CAP.,m %MULLION CAP.,,,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 13 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QW WFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -O. WOOD SHALL 8E PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF .100' THICK STEEL STUDS TO SE A MINIMUM GRADE 33 AND 095' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. AU. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 810 & 012 ANCHORS INTO WOOD MAY BE STEEL, 1883.70.OR 410 S.3. 4.25' X3.23'X.824' MULLION 441 m ll7 crpg sr M X H 1 a 1 1 N 0 2 1 y� d 1 O Ir` 2 A I'RO23U07 0413710380 m 4 ®1p1ym04 441121 fh0 587110• 116.70., 401 Na 6+62A� re F U= A. LildNIr LLER, P.E. FL P.E.# 58705 TABLE IIA • • ••• • • • ••• Maori Capedly 78613 AbaW) • • • • • 1261394 %.824 Al=be Opsntng 1414101r0m0e�yspaiving elns)orOpening H9lghtger 3000 • •• = • • • : • = • _ • 500 506 706 506 906 1000 1816 • • •130.1 • • • 1506 • • • Wc•1paa Loading Tteplfdmg. L040 Rwm7Wr loam 0.9402n9. Leading R.q®9dr 1.690.ng TnpTds7g. toadog Reet2922 Loading Ttaplyd®g. Loe6ng Redsagulat 1.034122143440 T2p/fda 244:16 666 WW1 7429164# 149070945, a4o9 aeaanOWe Lasing Tiay61.'6 Lo. 5l* n Wa4 Lading 111200.022 Lefty Raeuagdr 450068 0.09005008. 104068 i 141 nor hi E600e416e5567 taw hi 1.307 01 2.' hi 14447 ill 1.174' P1 1.174' Pi 138' Pi 031e9 ill NOW Pi 450 50 hi 1844®6 hi.: 28626 61 74026 ht.11:111.1 651100 mate 261105 44266 58050 it 1 J 1 1 4210 170.9 620 170.0 436 170.0 744 110.0 478 172.0 555 5700 606 170.0 502 1700 518 170.0 1118 170.0 521 1100 1210 1101 621 170.0 1483 170.0 695 170.0 1736 170.0 621 770.0 1583 470,0 671 4513 170.0 700 1700 524 1700 550 1730 504 170.0 592 1700 630 1700 1123 150 460 1790 1275 1700 877 170.0 1417 170.0 650 /10.0 1700 170.0 850 7700 1983 0708 884 170.0 287 1701 600 501736 110.0 747 1701 603 170.0 506 1701 831 170.0 1049 1701 684 1700 1195 0700 723 1100 1345 1700 747 170.0 7491 1700 708 170.0 1793 570.0 755 1100 1092 17+•00 755 1790 3381 /101 766 046 1730 187 170.0 612 1190 958 170.0 891 1700 1115 110.0 780 1700 1276 1104 603 170.0 1434 1192 837 170.0 1594 1700 556 1704 1513 110.0 •55 177 7411 41704• (4 X11 f&*0 17• t51 606 1700 848 1700 701 170.0 1083 4700 797 190D 1210 170.0 075 1700 1417 1700 944 170.0 1494 1700 998 170.0 1771 1704 1093 1700 2150 170.0 1005s j4 3 I9R8.31,70 tot It So 170.0 8710 1700 930 1700 745 1700 1515 1700 860 170.0 1302 170.0 840 1700 1486 1100 1010 1700 1813 1701 1816 170.0 1869 170.0 1122 561.9 1083 170.0 11833 1344 *0 >11740. 1150 .1I01 167.1 •2050 178.0 5071 886 1700 574 170.0 709 570.0 1183 170.0 903 170.0 1364 1700 1002 1701 1508 1100 1083 170.0 1763 110.0 1155 1700 1819 1700 1210 1430 1568 1709 liN5 GA 1065 rib 121 107.2.1 b otos 1505 7217 1700 1083 170.3 678 1700 1276 1700 1009 110.0 1408 1790 1128 1702 5140 170.0 1748 154.1 1734 170.0 1316 138.1 1731 1885 1308 1153 1734 156.0 1381 89.1 1734 160.4 1362 887 1734 150.2 1362 786 178.0 1122 118.0 937 170.0 1348 1700 1050 1601 1568 170.0 1209 1474 1566 1831 1248 131.1 1629 1615 1250 117.9 1658 141.3 1221 983 1068 128.3 1275 642 1568 122.3 1218 73.7 1555 1212 /220 75141 170.0 1151 1700 983 1705 1381 170.0 1115 1600 1477 1883 1245 138.4 1471 152.0 1721 191.2 1477 12.1 1206 109.1 4477 1269 1191 101 1477 1189 1169 730 1477 170.8 1155 682 147/ 109.3 1184 9044 1420 1110 148.0 558 116.4 1110 1731 966 101.6 111D 1071 951 661 1110 48.3 538 78.9 1110 070 922 710 1113 83.7 610 592 1110 713 891 687 7110 686 078 44A 1110 827 870 9616 117.0 976 120.3 872 87.5 976 1015 858 03.6 975 603 042 732 975 ` 795 810 680 975 712 811 584 975 304 807 485 976 514 189 440 975 023 770 364 975 49.3 787 10304 022 771 161 838 68.5 771 Tod 885 58.7 771 813 874 51.4 771 54.3 861 457 7/1 48. 955 41.1 714 445 641 341 771 362 832 834 771 364 521 257 711 324 612 1116 75.7 730 743 661 651 730 83.0 884 64.1 730 583 500 472 730 40.5 831 421 733 46.0 822 37.9 730 41.1 814 310 730 358 403 17.0 730 311 660 237 /30 501 581 12017 591 614 534 583 491 624 81.3 650 421 824 043 062 374 524 392 514 333 624 609 637 300 024 32.2 531 250 524 37.7 819 214 524 240 505 10.1 CN 221 501 141 In 34.7 433 36.1 400 20.9 433 864 386 21.8 433 264 350 213 493 224 305 19.9 433 200 381 77.3 433 18 3 318 TABLE 11B Aaeho� ao04yTebls)Ibe) Artd4orCOp 4781207166 _ 84961613 2.714 Commie 159 Cox. 1100084:201 F01e0C61U 7111/0x1 Meld Anthe • Wpa 36121307 117924444 7747 86005305 i 913 OW Lune 8'107 Ea 113tsm 110 51461/10.81011A975um 7/4788 Et05/IP ERO umun UP SS Bo Ammo,. 010 Wee s071187(410)8., SW Wed (05) 412 Steel 4c.(00) 604454545016 "• 1' 2472 7 2-402 3.160' 7 2212' 1• 2.1/2' 2' 94/7 7 944' nor 0.374' E600e416e5567 taw 14847 1.307 1497 2.' 1-485' 14447 1.1147 1.174' 7.4747 1.174' 2 138' 1577 031e9 2000053 E Om 7151 O.C. 7 8740888 87 0 011041.11 NOW 690116 450 50 LOOM 1844®6 270.9 28626 664106 74026 1411116 651100 mate 261105 44266 58050 4AOt5e04)1.10'11SL MC 1854210912041024110099 f10. 27 480 Ms 71066 NIA WA WA WA 8501 WA WA NA WA WA 681a4 88686 112056 4Ate46ss 56 a 1050.0.7(9 246Atg11aCaps / 87 76040 76026 68049 166056 1698167 61080 1630 In WA 76086 74809 840 Re 18921. 412100 695169 112019 4/8811x5 070.627491. O.C. /U-a17,IM.102 Nan 1656 47 NA 1161 NAI WA NA WA WA NA WA WA WA WA WN NIA 123796 1A767617 PC>09. 87 14996 10526 22380 44319 62206 13880 140 63 17705 87046 16780 383 Bs 47336 17026 22106 370109 226266 99 L15' 6960.CJF1112(167 24006 36019 WA NIA _ 4161 WA 190 Re NA WA 4831 WA WA 31100 45226 MOW FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIC11RE& • • • • • FIGURE 2: • • • • • • FIGURE 8: • • ANGLE CUP MUST Be USED IN PAIRS. • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X / ANCHOR CAP.,,,,,,,,) =ANCHORCAP.m, `MULLION CAP.„„„,,„, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN ITIS LOWER THAN THE MLLLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R W81 YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADOmONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES; 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHSAND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULUON AND MWJON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-T6 AND BEA MINIMUM OF .100' THICK. STEN. STUDS TO BE A MINIMUM GRADE 33 AND 048' THICK (18 GAUGE). STRUCTURAL STEEL. TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS 0070 METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 0110 & 812 ANCHORS INTO WOOD MAY BE STEEL, 18-8 SS. OR 4108.8. 1.25" X 307 x.524- MULLION 3327MULLION 2 z g U a 2 1 ,n N 110 13 1 X X H z 1 0 4.o 1 52 O CCCC W PRODUCE• REVISED BIy6gw316iheF(tai� Acceptance No {54.0118'0'3 12.49' , Nato !1[// - 20$) By ;:`'\,4(1\YN 1 tt•.• 41GL:NS�' '. No. 58705 • ��SffG,:t�,_ STA E O • : .{!J, ','A L4/141i MILLER, P.E. FL P.E-U 58705 TABLE 12A ?Milan pawky Table (lbelle) • • • • • • • • • • • • 2 x4x 25 Opening N4H(for 116646.9pere9ngmuBo•)orOpen Opening • • (0.W hmimrdeqspmsirg mullions) • • • • ♦ • • • • • • • • H10080±111 601n 806 706 406 46 1006 12013 • 0• 1 6 • • ,il♦1n 517@900 =scat 101 L8849q 1145114. Loots Fteshmosbr Lo*Sny 70911149 Loading ReNanotto Loadng 1407lnlang. 0.06469 Rrolergdar 0.088129 14 i19a19. 4.054119 R4118331• 4088729 76(6111660. LeacIng relormorer 0.03419 0961184 1.18816 10516434 Im4n9 716531a6. Wang Reeensular 1456 1643174146. Lore19 Roomer toadtg Reprterne. lettere li 11 II 11 ii 11 il 11 ii 1111 1.114' ii 11 ii II li II li it ii II li II ii II 1 86668 740176 11 3i IN 31169 lili 8463 11•Ji 740516 JR 426 170.0 6 1780 438 1701 744 170.0 478 170.0 868 170.0 006 (70.0 992 170.0 818 170.0 1118 170.0 531 1701 1260 170.0 521 1780 14 9 018 18010 170.0 17!5 170.01521 6063 170.0,11195 14409 17181 621 486 1780 708 170.0 424 170.0 850 170.0 664 170.0 892 1701 020 170.0 1133 170.0 461 1700 1275 170.0 077 170.0 1417 170.0 600 170.0 1700 170.0 84 170.0 1933 170.0 880 170.0 2287 1701 880 00.0266 170.0 747 170.0 683 170.0 098 170.0 811 170.0 1048 1701 881 170.0 1190 1780 TCI 1780 134 170.0 747 1701 1034 (70.0 706 1700 1799 1780 765 170.0 201 1701 766 1700 2101 1780 756 546 170.0 797 170.0 812 170.0 984 1780 891 1704 114 1706 764 1700 1279 170.0 881 170.0 1434 170A 817 170.0 1504 170.0 068 170.0 1913 1748(8801• 171.12284 17/11018881 PILO 28005 *OA 981 806 1700 005 170.0 701 170.0 1083 170.0 767 170.0 1240 170.0 878 1701 1417 1700 844 170.0 1594 1780 038 170.0 1771 170.0 1033 170.0 2126 .+1709 10651 440 484 170* 1983 t81��A� 28804 1701 1063 936 170.0 920 103.0 740 1701 1(45 170.0 890 170.0 1302 1700 940 1700 1468 170.0 1016 170.0 1673 170.0 1078 170.0 1869 170.0 1122 1780 7711 170.0;116: 1>1.7 171�0,V71 881401 201 t1.O 1171 686 170.0 974 1780 TSB 170.0 1109 170.0 903 170.0 1364 170.0 1002 170A 1645 1780 1086 1701 1763 170.0 1150 170.0 1948 170.0 1210 170.0 2338 ego 48751 10.0 247 17169 1186 I7* 24170 1700 1288 726 170.0 1062 170.0 870 170.0 1278 170.0 1009 ' 1701 1480 1700 1126 170.0 1700 0709 UM 1700 1143 1780 1315 170.0 21266 1700 1387 1400 2184 170.0 1488 124.8 2181 1701 1839 1082 2184 170.0 1530 786 170.0 1122 170.0 937 170.0 1348 170.0 1630 170.0 1570 Imo 1202 1780 4784 1780 1322.186.4 1980 170.0 1421 1496 1980 1750 1605 123.9 1980 191.8 1648 141 1900 164.0 1535 929 1080 162.7 1031 h 7 6 170.0 1151 170.0 897 170.0 1381 170.0 1118 170.0 1611 1701 1250 170.0 1842 170.0 1369 14.7 1881 170.0 1474 137.4 1881 186.1 1600 114.5 1881 147.3 4873 83.2 1891 1398 _ 1459 889 1811 1370 1451 806 1750 1378 170.0 1144 149.1 1383 1660 1219 127.6 1388 1389 1198 111.8 1388 1215 1178 59,4 1398 1102 1118 095 1388 101.6 1147 74.5 1398 831 1122 039 1388 1327 1106 686 13E0 789 1086 986 141.4 124 161.5 1098 122.0 1228 1279 1079 105.3 1229 1112 1001 92 1220 88.9 1044 81.6 1220 839 1628 73.7 1229 02A 1016 61.4 1220 722 009 83.7 129 861 977 481 1228 621 067 1086 103.6 971 1089 57 130.3 071 691 862 174.0 471 77.2 648 84.7 031 80.4 83767.5 071 91.5 825 01.8 971 56.6 018 49.1 971 49.0 759 371 031 44.0 782 324 971 409 771 1116 86.4 010 97.3 662 781 919 81.9 818 681 919 70.9 48 8 029 784 53.0 018 77 784 47.7 810 81.0 717 69.7 010 44.8 768 94.1 919 402 742 299 819 37.1 762 1206 76.5 706 196 710 02.8 788 841 708 539 74 56.6 695 472 74 401 8E5 419 780 44.4 077 37.7 784 40.8 483 31.5 783 94.9 653 27.0 700 31.0 841 280 786 201 031 1446 43.7 648 442 1104 394 848 37.0 450 31.2 548 311 401 225 540 28.2 44 24.3 546 25.3470 21.8 548 229 474 483 648 190 44 151 648 172 406 13.7 519 180 448 TABLE 12B Anch•rCapaogy T•ble (Ib•) Anchor 011p Patterns 84466 2704884468 1191C•¢. H10080±111 1,161403 Pr Woo 1994 Anew wprr SWF2 002484/9 yr eta wile= 61117 Eke Mem sir en uncoil 114'8,omama 533 Eke kreealar 517@900 =scat O4' SS 9t0 AmeNdc7 em 969 Suri (Go 012968 form eNe el 663e1 error (C OAP Moro 99 17 2-97 1' 2.1(7 310 2 3-112' 1' 2-57 2• 3415 8* 84' 014' 0.628* 8nbtea00 1418* 14415 1+9(15 149'4' r 1-14• 14/15 1.114' 1-04' 1.148 14/4' T 148' 1418 Wes 2Arxtr6•®1790121.oz. /swam cmaCVMg 11.1-313 Ms 3906 44009 ' 8a016n 1644166 2/063 22086 86668 740176 57409 66186 0460o 31169 4@98 8463 11:10•®268'40400 11m844603e91114R0.8) 740516 74088 60010 1406 E3 1 161 WA BW E3 NW 69563 NIA 868706 WA 56216 8410 117008 8Archers 41.71.40n OM. I8146531(0r048e1)C5P(Fla 4) 8866»� 0� 70866 164608 NIA NIA 70681 NA 70918 WA WA 4601 1022166 132109 18010 41,004849' WA OO.I 4655 8063/91$ 8) 79086 6063 156010 14409 51 86063 NA 78018 74®6 80584 1892109 082!3 88856 112008 6111400.4755 O.C.IQ4245Ar8•Cps/9788) 1170419 117796 102996 234 10 96 X053 VDU 813.6 NA 11470 112210 196 2899143 422 WI 182768 14484 3A11M0.4130'176.0.4./114`9..Wo.128•Awn (FIg. 4 NA WA NA WA NA NA WA NA NIA NA WA WA WA WA NIA NA WA WA ii 21 03 0AKM• 40.84' M6O../ULA, 66.'128' Alm(Flg. B) NA 1031 NA WA NA NA (OA MIA NIA NA 2 6178700 4 266 Nin OA/ FLl/618.9) 81513 44303 87110 62516 31502 97003 ' 14506 07808 71206 NA NA 111 W M 35186 NA WA 348196 809110 NA NIA 44003 NIA NA WA 84188 911106 44290 86406 64006 84008 8Aa9di541.71'MSLOA/F435(640toy NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: FIGURE 2: FIGURE 5: • • • • FIGURE 3: FIGURE 4: • 1 • • FIGURE • • • FIGURE 7: FIGURE & FIGURE 9: FIGURE 10: 1� 11 • a • • • • • ANGLE GI.P (FIGURES 568) MUST BE USED IN PAIRS. (')CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ANCHOR CAPACFY ADJUSTMENT FORMULA: ANCHOR CAP.,-"".. %MULLION CAP.,-,,,,,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULU N4 CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TAME. TAME NOTE;: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERA(. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE. 3) MULLION AND MULLION (LIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOC( UNIT (CMU) SHAG. CONFORM TO ASTM 4.90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WTiH AN SG OF 0.55. ALUMINUM SHALL BE 8063-T5 AND BEA MINIMUM OF .125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .049' THICK( (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 910 & 1512 ANCHORS INTO WOOD MAY BE STEEL, 18-8 SS. OR 410 S.S. T X4' X20, MULLION !1! 6 • O 1 2 2 a 2 1 CO 1 1 2 1 r co 0 2 0 0 1 z N 6 PRODUCT RRVISSD 08400634740517)1442071444155 A�40eN0 9r0'b�,t,6�4j 17#1 '[71144 -. gn) BY I(1/I/ ��IInN L7tvnt rYj/! y�l�i `1111111 60705 : � •.• eat E 'JI;; �ON1'�4.L1�G A.LY0 IP4UIR,P.E FL P.E.# 58705 TABLE 13A • ••• • ••• Mullon dlpaa6y Table Owe4) • • • _ •• • •• •• • • • • 2XBX.26 884100"" • . , ,.. Width for et0eay-9parr0 mUBons) or Open •. Herold 1 • .::.. :: .'.: 0030115) • • • • • • • • • sour 0941 7057 5n 5n 100n 120 , • • • • 1 In • • .1 h sonnaggin I•ada0 TraeM169. Loading 1003001110 Loa41• TInp4700n9 Wan 1$17041661 Lee612 1teptal®g LrecIrtg Reelmgdar Laada9 117010170. Losing Rsot•eg4a L0060 1604111863. Lmdag 00 47016 100940 T707111e19 Loading Reamamdar Loading talammate. Lo501 modeaeme 105300 T572r0mg. Lasko t1888819, a Loedeq 0*9(867105 Ls *o ii h ii hi it ti hi 11 hi i a 170.0 111h i 098 i 170.0 i 510 nn 1700 hi i 98 iu 170.0 ill 819 i 170.0 hi i 1118 i 170.0 hi I 021 i 170.0 hi it • 1240 i 170.0 hi i 521 i1 170.0 hi i •fl Ma 1150.0'69 28018s 170.0 h.•41•1 I 1738 II' 170.0.521 t l T70.11743 ii it:1 1740 4 621 t ,§ 421a 170.0 023 1700 435 170.0 744 170.0 476 483 170.0 709 1700 824 170.0 850 170.0 684 170.0 OD 1700 830 170.0 1133 170.0 (901 170A 1276 170.0 877 170.0 1417 170.0 500 170.0 1700 170.0 880 170.0 1583 1700 800 170.0 220 170.0 809 60.92867 170.0 747 170.0 583 1700 500 170.0 831 1760 1048 170.0 884 170.0 1195 1700 723 170.0 136 170.0 747 170.0 1491 170.0 788 170.0 1793 170.0 768 170.0 2002 170.0 700 170.0 2384 178.0 768 546 1760 707 170.0 912 1700 060 170.0 891 170.0 1118 170.0 764 1709 1278 170.0 e83 1700 1434 1504 183 1763 170.0 1704 170.0 1700 937 998 1078 113 1704 1760 170.0 170.0 1054 1771 183 1918 170.0 1700 1700 1700 68 1033 1133 1210 170.0 170.0 170.0 170.0 1913 2125 2231 2338 1100 17054.104. 170.0 i'Wo 881; • 1108 1D( 4.0 .0 IAA 't70.0 J214 j(9:778.1063 845•034 2747 170' 1700 17011 1 4.71 (3.13 1., 2504 2 2533/1700 01700 2978 81740 9117.1700 310.0 $0.0 eat 1051 1171 1208 SI In 170.0 56 1704 `1700 701 145 709 170.0 1700 1700 103 1118 1189 170.0 170.0 1700 797 880 903 170.0 170.0 1700 1240 1302 1394 1700 1700 170.0 488 940 1002 170.0 1700 170.0 1417 1488 1656 170.0 170.0 170.0 944 1015 1090 170.0 170A 170.0 83 In 1760 890 8815 1700 974 1700 7281 170.0 1803 570.0 578 170A 1875 17).0 1009 170.0 1408 170.0 112e 170.0 1700 170.0 1228 170.0 1913 170.0 1315 1700 2175 170.0 130 1700 7550 170.0 1488 1700 285 170.0 1525 170.0 3400 110.0 167) 7867 110.0 1123 1702 907 170A 134$ 170.0 1000 170.0 1470 170.0 1209 170.0 1794 170.0 1322 1700 2010 17).0 1427 170.0 7243 170.0 1606 1792 2092 170.0 153 1700 3140 170.0 1884 1700 3988 1700 1705 7867 1704 1181 1700 087 170.0 1981 Inc 1119 1760 1811 170.0 1260 170.0 580. 170.0 1889 170.0 202 170.0 1474 170.0 2302 170.0 1884 170.0 2783 1702 1700 170.0 3223 1700 1777 1700 353 170.0 1798 9057 170.0 1325 170.0 1144 1704 1054 1740 1322 170.0 1859 170.0 1488 170.0 217) 170.0 1853 170.0 2391 170.0 1793 1700 2855 170.0 1915 170.9 3180 1702 2125 1582 3413 1700 2373 1365 3413 170.0 261 9841 170.0 1417 170.0 12W 11704 1700 1780 1494 1700 155 1100 1872 170.0 228 1702 1704 1700 080 170.0 1862 1700 2503 1700 2095 10572 3.109 1700 7330 137.1 3199 1884 2470 1204 3199 158.1 2420 105n 170.0 1884 170.0 1408 5700 1913 170.0 1847 1760 7281 170.0 100 170.0 230 170.0 2570 1848 7781 1700 2271 1463 2781 181.9 2333 123.8 2891 140.4 2281 106.9 2751 125..9 234 92.7 291 1180 2190 11157 1700 1608 170.0 164 170.0 1980 1760 1700 170.0 253 170.0 198 1702 2421 1700 2149 151.9 532 147.3 2745 138.9 232 148.4 7218 1532 7832 1228.4 2788 97.9 2832 110.1 2128 014 2865 1063 2000 12015 170.0 1771 170.0 1588 170,0 2125 170.0 185 134.4 2842 1098 1091 13.1 252 141.4 154 120.1 2241 1272 1935 1061 2252 110.1 1915 00.1 Dot 99.0 1872 772 2252 508 1839 08 752 61.4 1508 1441n 125.1 1584 1288 1445 108.3 1584 100.1 1425 89.4 1904 945 5407 782 1584 80.7 1360 885 1501 723 1373 028 1584 85.7 _1358 821 1894 060 1330 44.7 1584 09.2 1309 39.1 1584 444 1283 T. NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: • FIGURE 0: • FIGURE 2 1�f • FIGURE 3: 111 FIGURES: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: 111 • • FIGURE 7: • • • • • • 11 ANGLE CLIP 8(F TIM/RIES 091878E USED IN P6050. ANCHOR CAPACITY ADJUSTMENT FORMULA) (DP ) X ( MULLIOANCHORN CAP.,,®.°. CAP.,,, -o,°) o ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES ANO SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I+ -2.000'l 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDOOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSKXNAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATION& HOLLOW AND GROUT.FUJ ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0.90. WOOD 611811 BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 5033-T5AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO 8E A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 810 & #12 ANCHORS INTO WOOD MAY BE STEEL 18.8 S.S. OR 410 S.S. 2 % 8' X .25' MULLION -3 0 So' 1 1 0 iec PREOUCCirt REVISED 0W14)n9 Cadawitb>Ir0 Fk1d414 A 16'OZt3.o3 Dot ):- r J / Z+ 87,, .4 A457N .n:.,.:lreQlrq0, ,,..1 \�\\11011118 /e� 2� �\C ENSC f • '':.No, 59705 :i7ATLOf•: A. L4/PIIWMILL�R, P.E. FL P.E.# 58705 Anchor Clip Palms 0755108 308056. 1609530) Rad 0691 PT Woad 81579 Am80r7ypa 9N8'AWUIR00o0 1l4• Efa• Mom 968'93* Inman 494'05131$racon v4 Eke 410ram4 114.88 Geo Agme6Yoa 0718'810 UAmam was "3°•10med App•G01t, Wee M8) •178185 055•(85) "Steel 96153(95) Edge 05757800(8): 1' 2.10' 1• 342' 3110' 5' 2.104 1• 210' 2' 3177 2' 0.407 OAP 0928• Embedment Any 14+4' 1384' 114' 144 2' 1-114' 1.184' 1-114' 1.114 1484' 1.114 2' 1488' 1310' •.des 2Awns 6tie Km0.0I Standard orObetCDalt. 1822 09006 384136 46054 09034 1844 Re 27006 28018s 35454 740.1 37410 784 Ms 840.3 35105 40 de 580180 4Areas 494.89'M3.O.Gl standee (60600101p(70. ' 75034 7554 93404 1780180 521204 04$54 0001548 70815 140054 74806 12723s 189260 842 Ms 05168 *122Me 8Am16131.TPWA 0.0.1863670 (6.060)0013 0'7942 177033 170038 101005 2693a WA , NIA 9®@0 WA 108530 WA NM WA 103354 177530 22403e 4 06600 07 M3.00.105654004 000 /38413.3$ 78054 75054 080 88 158018* 189506 54018* 98030 WA 1803* 74$198 0503a 159254 85288 88 me 112006 9 Amtme 407 baa 0.64 4665 Angle 55$/840.82 15801544 156155 1350118. 315155 37023e 1000154* 11207s WA 1.02033 149530 178006 3950a 138530 177018s 3403. 12Am8•e1.6'941.0.0 I(2)2a8A0030 q(0alfle. 77 158008 21838 144093 379035 WA NIA 132930 WA 150035 WA WA 1401 20634 564155 3358 3. 4Ambera14' Mit. O.O IUL1b, 050.1ffi'Atm. 872.(1} 50 WA WA WA WA WA NIA WA WA WA WA WA NU 1111 WA 143034 8Am8•e 6024 NM. 0.0.I UCA 1405 .120 Alum.046 $2 WA WA WA WA WA NIA NIA WA WA WA WA WA HUA WA 2551 361 2Am..48407Nin O.O/F.C5p 5ag. 102 39035 3535 49034 053. 161935 2703. 250109 37434 749 60 37434 03808 840(8* 3458a 44218* 0003. 4.0000967.;. 1.71' 842. 0.C/ F42133 (Flo. 117 89054 70934 5554 125838 WA N/A L470108 WA 58354 _ WA 584. WA 88230 00030 1120155 NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: • FIGURE 0: • FIGURE 2 1�f • FIGURE 3: 111 FIGURES: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: 111 • • FIGURE 7: • • • • • • 11 ANGLE CLIP 8(F TIM/RIES 091878E USED IN P6050. ANCHOR CAPACITY ADJUSTMENT FORMULA) (DP ) X ( MULLIOANCHORN CAP.,,®.°. CAP.,,, -o,°) o ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES ANO SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I+ -2.000'l 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDOOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSKXNAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATION& HOLLOW AND GROUT.FUJ ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0.90. WOOD 611811 BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 5033-T5AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO 8E A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 810 & #12 ANCHORS INTO WOOD MAY BE STEEL 18.8 S.S. OR 410 S.S. 2 % 8' X .25' MULLION -3 0 So' 1 1 0 iec PREOUCCirt REVISED 0W14)n9 Cadawitb>Ir0 Fk1d414 A 16'OZt3.o3 Dot ):- r J / Z+ 87,, .4 A457N .n:.,.:lreQlrq0, ,,..1 \�\\11011118 /e� 2� �\C ENSC f • '':.No, 59705 :i7ATLOf•: A. L4/PIIWMILL�R, P.E. FL P.E.# 58705 TABLE 14A • • •9• • • • ••• 1 Anchor Coped" MuI1Wo C•paaEy Table Ober& • • • • • tar 1.11' XTuI78•pU Ormlne YW41R1(!6r leAlmGyspemng mill(oro) or Openln0 NSM ( 11:312321132,463sin8 null ons) • il • • • = = • • 662 706111216. 145411,5 W Reap• 555270 N 3570604. 10115,5 TO 362/ 15022 In ltapreknei. 754279 8015 946116152 Lamrg 1367134 14419,5 901n RrnMrglU 10419,5 Tm31l1126. L452e6 10015 R33272163 144mne TrBpt419 Lane* 1201511 Rae 59241 4aar853 0 2313761053 Ware,5 • • • 145110 93 1435116 • • Yn/wTdan9. 755579 • 41613411 "1.4 43327•7 13349,5 TrepmYu . 9324 12.31332312 2•21/34 1 fi11jiit11itIIJI_JLfiiiii11iIfiil11ii111111ii111111fl 1 I 1 1 lai 2-21' lai 2-12 hi 3.1/8' hi 0.46' lai 9.379' hi 124' hi Iii1 1314' 2' h1 1-116' hi 1+0 I';114.i:11• i r fl 1.28' II 4Anttra 49'95. '.C.140[BAivielZ0s/.'":. 1): J••}• a •'a 14i 1530496 ti 415 1442 926 187.0 426 1212 676 148.9 419 103.0 526 138.9 414 6411 625 1348 411 80.1 628 1351 411 721 128 134.1 411 60.1 620 134.1 411 51.5 628 134.1 431 45.1 Bm 197.1 411 4211 018 411 1010 333 616 403 847 976 660 401 884 840 614 403 87.4 317 63.7 403 75.1 315 423 403 756 314 413 403 782 314 356 403 768 314 312 452 758 314 61132 823 382 91.0 321 611.8 302 763 757 666 392 77.8 67.7 289 258 81.5 424 327 319 67.2 635 286 263 46.7 37.7 362 318 64.6 516 264 250 41.3 339 362 32 638 469 283 249 342 253 382 318 63.9 ..~248. 753 214 362 ell 835 •411; 263 116 267 7P7 362 317 532 •I.1 733 229 6415 07.5 318 74.1 267 6&5 316 842 261 415 318 CO2 425 255 64.1 219 200 183 166 412 3513 31.9 215 268 234 213 179 467 361 367 266 244 196 12 153 883 326 2.6j 264 265 234 213 170 417 34.7 76.0 226 310 192 178 149 319 26.7 232 17.9 262 234 213 179 372 31.8 27.0 213 267 188 173 147 77.6 217 20.8 169 262 234 213 179 342 28.4 26.1 127 204 168 170 146 21.7 21.4 188 258 734 213 394 260 23.7 203 184 119 218 17.9 125 2.3 234 213 31'7+701,8.728 288 Sr •161.1 187• 116 113 234 21! •268) 24 •SI IS es 0315258 .1.94 61150 234 ra •:2• 532 • 715 261 153 730 ®I3 427 234 469 304 341 689r 372 213 7251 268 176 7815 24.3 181 26.4 140 213 161 21.6 192 17.4 181 19.0 136 16.2 161 17.0 133 7815 215 192 23.6 139 76.8 191 169 131 161 162 17.6 125 _ _ r 1 Anchor Coped" TOM (11) Anehor09pPalbms 81092819 212Cocre4 3.52 Cone NotrMU 12130 SRI PT1331 U0• Ard•r1S73 9/16'31e41.518e40 1191o929291 'elm 4a�a 3118•E0oURe[o1 ter EkoUtecm 114'SSE5o A090�ar 912" 6159 UMW 174'88 Elea A6100622 810838¢4 Beer 6Q8teei 8289 (G2 51281w1 sem e35) E4116D1418c984I 1" 2.29 1• 21W 3.12' t' 2-21' T 2-12 2' 3.1/8' a 0.46' 0A4' 9.379' 88543231 Lv 124' 1444' 144' 1314' 2' 274' 1-116' 14/4' 1+0 1-114' 5-174' r 1.98 1.28' 1a14s 4Anttra 49'95. '.C.140[BAivielZ0s/.'":. 1): MEG 71211:14 660163 1530496 199603 •''a0 660-.. MIA 7646• 749.9 ;;; ®9 .. .94 89284 88608 143396 FIGURE 1: • • • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE 8155'67 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP) X (/WCHOR CAP.,,,,,,.) ANCHOR CAP...l MULLION CAP..... USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORREEPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MNM1BMi ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TACE. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 9) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATE& CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6083.76 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. AU. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.. 810 8 512 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.& OR 410 S.S. V.-12116'1 .125' 1.28' X 211' X .125' MULLION ONTE8RA4. FBI MULLION) N co 707 ri 1 co co 1 A te FRPrDUCT REVISED os 0omp1yr62181671 Ill AmeptancoNO iww.' $4,553 R6piTz6inn "•..!F:tT/". �Dzi 1\111111171 \GENSg •,'P - * Na. 08105 K) :"` y 8116�: LU A.LY IFAIIL .P.E. FL P.E.p 50705 TABLE 15A . • ••• • • • .•. • Anchor Wilton Oaps.By Table (@9652 • • • • • OpeningWidth 8ID ng mUlicns) er Opening Height gar holt a5y0pamr mare) • • • • • • • • 3.26730 BAY NW" Fad 0207 8010 - 80In 7010 eO In 009 1065* 1204. v 44 • • ta. • • •IVO Rogow* Lowing 70897160114 71e191999 'fm0,41••• L00e00 899918960 imam 241911609. 10808*0 16696041160 100e0g Tm 111to18. Lambs Rectemplar 290030 119,5711191& Lea000 11e891 Lambs, 05p1111✓m9 Loffinp 1100100460. 1468118 467/1110018. loafing 0831919309 103.50 1107710942. 100460 Reata090a 10000, 1081180018. 591e40 i h 1 ii h II 1 ii 11 II 1 1l 1 1 7111 111h 1.314' 21 1.554' hi 111 h 1-114' h 2' 1 f 4 fin 2An61pe r Min 00.1 5 )215 NyleG 0.1(49.1 4 31024 lid. it 890 Oa 170010 11 3006,0 • • 54 74065 •1h 1.1 720153 #:i ;I Al 4210 170.0 620 170.0 430 170.0 744 170.0 478 170.0 868 170.0 000 1709 082 170.0 810 1700 1118 170.0 521 170.0 1240 170.0 521 1170.0 1488 170.0 001 ' 170.0 1735 110.0 101 1401 1740 470.0 121 1 48 5* 170.0 708 5700 624 1700 850 1790 884 170.0 062 170.0 630 170.0 1133 170.0 601 170.0 1278 170.0 077 170.0 1417 170.0 800 1522 1522 170 0 00 O 1325 1622 170A 800 114.2 1622 170.0 659 608250, 167.0 747 1704 683 170.0 898 170.0 581 7700 1700 1018 1118 170.0 1700 884 754 1700 1700 1105 1075 170.0 170.0 723 883 170.0 ' 180.4 1345 1353 170.0 170.0 747 037 184.2 ' 144.3 1443 1353 170.0 1700 708 868 1380 120.3 1449 1381 1704 1?04 076136 131:41 1118 1449 183:1703 1701.759 e i 016103. 3 1449 13151170.0 .1110 708 081 84 5* 170.0 767 170.0 012 170.0 068 1700 781 405* 5700 835 1700 701 170.0 1003 170.0 707 167.0 1218 170.0 870 1401 1210 1700 eN1289 ,1100 1218 159.8 638 118.8 1210 152.1 824 07.4 1210 0481 3= 675e atyU 718 :216 1159 Nag 128 1 3 '41 e •3.1 1210 118.139.2 rr 1113.1 613 870 035* 03 5700 030 170.0 745 1700 1115 1700 600 1602 1159 1688 833 1314 1160 163.0 814 1180 1419 008 106.1 1180 134.2 088 8 70 1150 159 • 8813 5704 874 170A 700 159.4 0048 180.8 981 4208 1018 148.0 864 114.3 1048 1331 800 101.9 1048 123.4 839 01.4 1016 110.0 830 70.2 1045 159.4 621 583 1040 1682 010 07.1 1048 508.2 018 7201 1408 660 147.8 764 117.4 en 125.0 74B 1008 560 1100 734 030 588 1000 772 70.2 780 02.0 712 70.4 880 082 767 033 600 792 599 803 MO 700 008 44.0 860 794 885 7015 110.7 790 116.1 010 099 780 1084 878 865 790 93.3 603 74.8 700 836 652 689 700 780 843 599 700 71.7 639 40.0 790 601 0324 42.0 790 62.1 510 374 4 700 51.6 817 7697 110.5 760 1106 857 013 700 67.1 044 79.1 180 80.6 832 69.2 750 77.1 621 51.0 700 70.8 812 004 750 887 800 40.2 703 69.4 694 338 700 602 806 349 700 06.8 605 9057 72.1 663 744 580 00.1 Bal 62.0 461 51.6 563 54.8 483 46.1 603 46.0 475 40.1 067 44.4 400 38.1 683 400 462 300 883 383 452 26.8 593 33.3 440 22A 603 313. 442 00 5* 59.4 480 01.1 443 40.0 495 619 435 424 400 44.9 427 37.1 405 30,5 421 31.0 495 38.1 415 20.7 405 332 400 249 405 28.1 400 212 456 289 394 108 496 26.0 390 191 In 417 391 120 363 348 301 35.0 348 290 381 35.4 342 201 391 27.8 337 233 391 249 333 209 381 120 328 174 301 18.7 321 149 301 170 315 111 In 334 370 392 335 320 370 334 330 27.5 370 280 328 249 310 25.3 820 214 370 224 348 192 370 209 312 19.0 370 18.1 359 1201n 30.4 317 309 289 28.3 317 20.0 284 21.7 317 224 290 69.0 317 19.0 278 109 317 179 273 1441n 17.6 220 178 203 Anchor CabaehyTahl9 3.814 Coin gba) H0006 0140 Fad 0207 P71)Jaod Mein AneherC6p PatternsMab97Y,5eG B.0 44*. 2.7k Cowes 3618 32416119500 eV Eke 111245:45 3001 Moo 11166500 3119 F]05 U2mo06 114 Ego tlBmaan 11459 Ono Atm 51437 Ego 009e61 174'88 E1e0 A00083612 1410 veal 80060(05) 012844 84646 (6153 812699 06e85004 6096 4600000 245 1' 2472' 1' 2.14 3110- 1' 2.1137 1' 2.17 7 3119 T 0.437 054' 0.324' Embedment (In . 1367 4014" 1.957 1.314' 21 1.554' 1.114 1-114' 1.167 1-114' 1414' 2' 1341 14537 larks 2An61pe r Min 00.1 5 )215 NyleG 0.1(49.1 390 31024 45086 890 Oa 170010 27805 3006,0 356150 74065 37400 720153 948@0 94105 4424*0 58026 4 helm 69 ' tea. 0.0.142)2d5At01136F61(Fq. V 70016 78014 79025 187025 282530 040®4 660035 WA 11201t9 748 Me 680156 145206 882166 88026 112095 1.110, AM: ,501016 rs.r•.'Tr7err.61.rit. X72. 112905 1120135 82340. 22408*, _ 225424 467 84006 189 10590s 606 13200. NtA 102285 1327 55 196678 FIGURE 1: FIGURE 2• • • FIGURE 3: • • • • 1 • • ANGLE CUP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDROR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING OIMENSLONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOC( UNIT (CMU) SHAU. CONFORM TO ASTM C-90. WOOD SHAU. BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 8G OF 0.55. ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND 236. ALL ANCHORS NTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 810 & 812 ANCHORS INTO WOOD MAY BE STEEL, 1843 S.S. OR 4108.8. ANCHOR CAPACITY ADJUSTMENT FORMULA: X ( ANCHOR CAP.,,*,,,,,, _ ANCHOR MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN RIS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1#11 o tiT4i 1 1 8 ♦Y d m O J 2 r- S 1' PRODUCT REVISED mildhsof eempty01513161 me Nokia Ac0apl5a DN. )6"tn)e M AA{1111111 TABLE 16A • • ••• • • • ••• •0 •• • • TABLE 188 Anchor Capacity Tab% bbe) Mu@on OapaoOIJ Table U618K#) . • • •• OpenblgYAM Caleltice N1® rmaws)orOpanNBHeight(far nn�asa) • • 0 •i• • • • 3.26" 45 277.61UAL 06110 161 I 701n 851n Red•gdar Loada9 %WTddg. L9a6ng 9091 Rectangular LoadM9 _1 770830703. laedg 1001 Realangular L42449 T.l406. 1.0.091 17001 Redenglar 1.04891032115 . 161915ag. • t7,4 Ra m 1a65 • • • Thep?NenB Leadn9 • then Rataryp• Looting • • • 1715.5• Lwdg Ree90puW Lowing 15 Th•g. 1pedp Rectangular Lanky he411130. Losing Reetangder imte9 1197111•g. loadag ii a II 1 111 h1 11 hi iiII 2.14' hi ii 11 hi ii 11 hi li 11 hihi 0 ii 0110 1.3147 hi 11 hi 0 111111 hi 1.114' 7401e 11200. hi MI0 1-110 72095 8800. h •a1:h IL/I 1.318•` 442109 BBS Oa iiii 2 Anchors 48' 60.0.0,/ 9105A710131943103. 13 •iii• R.iiii 3909. 46065 7009. 1 ii A k it I5781 4201 170.0 00 170.0 435 170,0 744 1700 478 1700 888 170.0 830 170.0 04 170,0 519 170.0 1116 170.0 591 170.0 1210 1700 621 170.0 1468 170.0 521 175.0 1736 170.0 821 160.3 1871 1770 571 4861 170.0 700 1700 514 170,0 880 170.0 604 170.0 002 1760 670 170.0 1133 170.0 631 170.0 1278 170.0 e77 170.0 6417 1700 680 183.7 1837 1701 650 142.3 1837 170.0 660 122.8 1037 170.0 870 16.82511 170.0 747 707 1700 1700 689 812 170.0 170.0 898 888 170,0 170.0 631 891 170.0 170.0 1048 1115 1700 170.0 864 784 170.0 170.0 1195 195 170.0 170.0 723 163 170.0 170.0 1345 1434 170A 1700 747 837 101 155.2 1494 6455 1701 170.0 786 858 147.1 129.3 1502 1416 170.0 1761 7584 8814.101$1/$ 1111.10*r 170.9 1111 7654 4 60.4 97 183 flit •170010 170(•651 .7 841 170.0 60 in 170.0 816 170.0 701 175.0 1003 170.0 707 170.0 1240 170.0 378 157.1 1300 170.0 844 199.7 1308 1760 990 128.7 1308 163.5 994 104.8 1908 187.1 932 19.8 a 13i 11.1 : 187.1 936 &11 1700 930 1700 740 170.0 1118 170,0 850 1829 1247 1700 245 1121 1247 104.5 083 126.7 1247 1520 990 1140 1247 144,3 958 98.0 1247 1862 916@ 810.1310 1366 9984 728 4646 81804 •935 881 1701 974 170,0 780 170.0 1155 1701 903 1401 1190 183.7 165 1202 1180 147.9 045 1154 1190 1305 090 1015 1190 125.4 914 668 1100 119.5 608 742 1190 116.1 803 840 1190 118.1 803 721 181.8 1010 159.8 577 134.7 1010 144.8 888 115.4 1010 127.2 842 1011 1010 114.7 828 068 1010 1068 677 80.8 1018 831 807 872 (010 001 705 672 1010 878 790 16.5 1010 837 709 137.4 905 143.8 702 114.6 980 1220 776 44.1 616 107.1 781 858 906 96.2 749 78.3 859 882 738 88.7 803 823 728 572 806 74.7 718 461 800 71.2 710 428 758 706 751, 127.1 881 132.0 751 105.9 851 1129 738 008 081 888 726 700 881 16.0 713 708 x881 611 783 820 901 75.4 684 53,0 881 881 081 49.4 801 841 675 307 881 07 832 901 827 840 85.4 674 80.9 448 721 664 59.1 849 59.9 181 51.7 818 581 545 460 818 500 537 41.4 818 47.0 890 348 840 41.5 510 205 648 35.2 511 900 818 3115 807 001 68.2 688 70.1 46 0 668 888 58.1 480 45.7 688 51.4 481 428 688 408 493 37.9 068 41.4 478 34.1 606 36.1 470 04 888 33.4 459 213 800 305 432 21.3 586 79.7 447 1031 47.9 446 460 408 39.9 445 412 30 342 449 35.7 353 29.9 440 31.7 387 208 449 90.8 382 231 449 29.1 377 200 445 227 380 17.1 448 264 381 16.0 442 188 350 1111 44.1 490 45.0 385 38.5 425 37.9 370 318 425 328 373 970 426 261 337 24.5 425 282 382 221 426 24,0 386 16.4 425 20.7 350 18.0 425 15.8 343 1201 24.9 384 358 331 261 384 598 326 24.9 384 216 325 211 304 228 317 164 384 265 313 171 384 18.7309 14410 20.2 253 20.4 233 158 0 3 17.5 230 - - - r TABLE 188 Anchor Capacity Tab% bbe) A110horCW447420470• 816197014: 2100000419 3.11 Com 41105*1 Feed 2001j- FTiNad 94.1.1 Anclatlype: 3118' 03.1.10001µ'6o00100 6r16•Ebo I!>baoarl 3/16'00 Maw 1/P E•o Mem 1/4.88 Bob Apgrer3a0 ari0 Moe 1le5aon 159.88 Elea A9peaelor 81081.d Some(65) 812 Siad 8490 538) 81284otl 8•4•(136) Edge Ob•r7te 698' r 3.141 r 2.47 188• 1• 2.111' 1' 2.14' T 2.18• r 848' 0.54• 0.328' Em3e07161d8* 1.314' 154• 1.3147 1.34' T 1.1147 1414' 1-69 1.114' 7401e 11200. 1142• 374®. 748104 1-110 72095 8800. 2' 94895 15929. 158" 341®6 802@. 1.318•` 442109 BBS Oa 0800 560196 112065 2 Anchors 48' 60.0.0,/ 9105A710131943103. 13 3906a 3909. 46065 7009. 60091 167000 1130 252510'3 2700. 280108 0600. 3540. NIA 49(80.8 3.'361o.C/ maze Angle 090 09002k 78010 780•. 80100M2.74'1110- O.0 1(425A112e 1)714.100.37 11208. 11200. Mau 75980• 71546. NM 54016 NIA 19065 N/A 1337106 WA 1922e. 13279. 1880The FIGURE 1: • FIGURE 2: • • FIGURE 3: • • • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MILLION CLIPS SHOWN ME NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLACK UNIT (MU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-15 AND BE A MINIMUM OF .126 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .047 THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125 THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 010 & 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S. • • • ANCHOR CAPACITY ADJUSTMENT FORMULA (D.,) X / ANCHOR CAP"'"'")\ ANCHOR CAP.,. MULLION USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125• A.. rn 2 a L kg L7 Lu 1 142 I'X 2'X .125' MU UJON 5553-T6 ALUM XSECTION .376' MIN. +� 1.000' 1--- X 2' X .375' MULLION 6063-78 ALUM. *SECTION 6.500' 3126'-y CUT HERE TO CREATE F -CLIP, SSE r DETAR F, SHEET .376' MIN. .125 -� 1.000' I-.-- 376' 1' X 2,75' X .375' MULLION 6053-76 ALUM XSECTION 2.125' U-GLIP 6053-76 ALUM. X -SECTION 2 .740` .338' MIN. 375* STANDARD CLIP 8063-T5 ALUM. CENTER OF ANCHOR HOLE MUST LE TOPVIEW WITHIN THE DASHED BOUNDARY. SHE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. 6.600' OFFSET CLIP 6863.16 ALUM. TOPVIEW .376° MMI. U•CLIP 6053-75 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1115. TABLE 13 -1 1.000' I+ 1'X2.75'XAMP MULUON 6063-T8 ALUM *SECTION °L° 1 i' .126' • • • I-1.000°°•1• • • • • •• 3.1 .126' • • • • .60W • J 1'X3,125'X.5'FILIWON 6003.78 ALUM• • • *SECTION 2X6 ANGLE (XIP 6063-T6 ALUM. X -SECTION ▪ .' t�1•'1�' .. • • • • • • • • � • i%r xi.•• • ••• 3. Ur; c • • • •• ••• • • ..2851 • • • • • 266`-1 126' X 3.186' X .5' M.ULUON 1.25"X 2.11' X .125' MULLION • •C • • • S053-75 ALUM. ECTION • ••• • • • •• • • • • Isis • • • • • TAIL! A• • .126' 2X6 ANGLE CLIP 6063.76 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1118'. Mull Dimension (should) PGT Part Mullion Std. Clip Offset Clip ti -Clip Angie Clip 1' X2' X.125' (5) 86605 668113M 688111814 666243M 666511M 1° xr X.375° (8) 688006 688114M 8681119M 888244M 668512M 1" X2.75" X .375"° (7) 68601 68611514 6881120M 68824614 668513M 1' X2.75° X.850' (6) 68608 666118M 8881121M 688248M 668514M 1' X3.125' X.500° (8) 68637M 688111614 6681114M 688242M 668518M 1.28'X3.188° X.285°(12) 86841M 8881117M 8681113M 666241M 666516M 1.28' X2.11" X.125' (18) 69370 NIA WA NIA 666517M NOTES:. 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 6-20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • Dlm0It$ on Value (In) For Mullion: A 1.825 B 2.654 1 X2' X.125' Alumlmlm C 0.886 Tube Mullion D 0.740 A 1.125 B 2.404 1 X2 X.375' C0.835 Aluminum Tube Mullion D 0.490 A 1.875 r 8 3.000 1' X275' X C ' 0,757 .375Atum11umn D 1.118 Tame Mullion E .460 Min. A 1.312 1' X275* X B 3.000 .850' C 0.478 Aluminum D 0.838 Tube Mullan A 2.000 B 1' X3.125' X C 0.883 ibbeMDI D 1.137 A 2.625 B 3,262 1.26' X3.168" X.285' Alum C 0.882 Tube Mull D 1.7E2 1.28'X2.11'X A 1.813 .121" Akan Tido Mull 3 z co a. 0 tO z LLS O C. U n 1 0 3 4 0) co CO Q PR omp yCylotyFFREVISOD BoiwShGaRiaTNr Acwlpt®cCTIo 10 i4O'CYZ1 '°3 Oete �'*!IC- �D21 H ,/ `„• tl I , `�.`o\a� LYNN ��(��,rr� . ,�� : ' 1Gr1SE ..„,,.. y8T0- i•: No- _. :t,, _....,„ , c' �4.Lv S •' - :r�'/' %`S'•5*., xLOR1,?\P`'.\4`\9`. A 6164 R9).E. FL P.E.#88705 By j 1.000' 1.- 1.000" 1 .- 1 X4' X.125' MULLION 6063-T6 ALUM. X -SECTION 1'3(4" X .375' MULUON 6063-T6 ALUM. XSECTICN 1' X4' X.376' 'T -MULLION 6063-16 ALUM. *SECTION 126' X 3.25' X.100' 125' X 3.25' X.624' 1.25' X 3.94' X.624' MULLION MULUON MULLION 6006-T5 ALUM. 8006-T6 ALUM 6065-T5 ALM *SECTION X -SECTION *SECTION MIN. 2876" 5.500' .125' 3.125'CUTHERE TO .378' _ CREATE F-QJP. SEE DETAO. F, SHEET 4 I Valu (In) For Mullion: I 3.68 1'xe'x o 1.000 .126' H 2.880 I 1 3.000 Tube MuMon F 3.187 17 J 0.757 I H L Alunbmn 1 3.000 I MUST LIE CENTER OF ANCHOR HOLE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR MOLE DIAMETER ANCHOR DIAMETER 1U16'. 5.600' STANDARD CUP 6063-78 ALUM. TOPVEV • • ••• • • • ••• 740' • • • • ••• •• £ •• • • 125' • • • . ,'1) -... ,' • --i. 2.126° • • ••• . • • •.. • • E i0i AW UCLS' T VE6• • ii. i •XSE • • • • • • •• ••• • • •• CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6-20 FOR THE HachtM:-M� • • ••• • • • • • • 5.000' • • • • • .375' MId. 3250%r BAY MULLION 8003-T6 ALUM. X -SECTION NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .125' .740' OFFSET CLIP 608346 ALUM. TOPVIEW U -CUP 6063-T6 ALUM. TOPVIEW TABLE C • • • • • ••• •• 5885. CENTER OF r 376' ANCHOR HOLE MIN. MUST LOS WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • ll16'. D7nnnsn Valu (In) For Mullion: F 3.68 1'xe'x o 1.000 .126' H 2.880 Alunhaen 1 3.000 Tube MuMon F 3.187 1'X4'X o 0.757 .376 H 2430 Alunbmn I 3.000 Take 5'T F 2.250 1.25'713.25' o 0.750 X.100' H 1.600 Minima 1 3.2 'Illm Maw TABLE D TABLE C CONT. DImonolon Valu III For Mallow F 1.838 126 X3.25' 0 0.600 X.824' H ' 1.438 Ahenbnau 1 3260 Tuba M n F 2.825 1.26'X3.64' o 1.125 X.824' H 1.600 Aluminum I 3.260 _Ube Murton F 2.813 36 Bay Mus F 2.875 45' Bey Mu6 Mull Dirnonston **et 9) POT Parl9 Milton 69364 Std. Clip 66611158 OOeetOOp 668112241 U43119 608241M Anglo OOp 68251611 1" X4' X.125' (70) 1'X4 X.375' (11) 68810 86811258 88131123M 688242M 686610M 1' X4' X.375'1" (11) 66863 66611258 666112361 86814258 666516M 1.26'143.37 X.100•(13) 20160 668112758 66(11824M 8662410M 886511855 1.25' X3.26' X.624 (14) 20161 6651128M 8861125M 6682411M 6885118M 1.25•1(3.84' X.624' (15) 20162 660111758 665112655 66624158 66651758 30 Degree (19) 66649 WA WA WA 8655110M 45Degree (20) 88850 _ WA _ WA WA 6665111M 2W ANGLE CUP 8063 -TO ALUM. TOPVIEW 1 1�V m m 0 6 a. G V 0 1 L 1 1 1 F1CMUCTREVISOD m complyie6 with the Flarlda Building 14-01.18 .03 � Dote .r,Try202 ) BY *4146 N st( .YNN+d?/ AAAA//' : Plo. 55705 TC /A 1.4N1,WR,`1.E. FLP. 58705 TABLE E Mull Dimension (sheet 0) PGT Perth Mullion $td. Cflp U-Cilp Angle Clip 2"X4'X.25"(16) 66602 688261M 666271M 6865112M 2" X8' X 25' (17) 68604 666202M 866272M 6865113M NOTES: 1) HOLES TO 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL. RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTS), APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2.000' 0 4.000' 0 260° 2'X4'11.28' MULLION 6003-T6 ALUM. X -SECTION 2' X 8' x 25' MULLION 608346 ALMA. XSECTION .375' MIN. £ .375' £ 2 x.128' STANDARDCLIP 806348 ALUM. %SECTION 1.480' .125" 5.500' CUT HERE TO / .375 [MIN 3.500' £ CREATE F- LIP. SEE DETAIL F. r- SHEET 4 -- r L- I I ' - -1 --- J as L_ 9TAMl6An IN ID CENTER OF ANCHOR HOLE MIDST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR 0.0. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1,16', 3.500' 5.500' 6063-T8 ALUM. TOPVIEW CUT HERE TO CREATE FCLIP. SEE DETAIL F. - SHEET4 .375' MIN. _ STANDARD CLIP 6063-76 ALUM. TOP VIEW £ 2.125' • • ••• • • • • •• •• • • • •• •• •• • • • • • • • • • •• •••• •• • • • •� 1+.1� • • • • •!•� • • •• • • 6003- x-S�71ALP0UNM. . zoIo0 r .125. •• •. •J••,•• •• • • ••• ••• • • 2XSANGLE CUP 6063-T6 ALUM. • • • VECTION, • • • •• • • • • • •• • • • • • .125° • ••• • • •• • • •• •••.• • ••`• • • • a ••I • • • • • • • •• • - • • •• • • TOPVIEW CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR 0.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1116'. U -CLIP 6063-111 ALUM. USED FOR 2'X6' MULLION. SHEET 17 TOPVIEW £ 6.438' .375" MIN. 376" MIN. MANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6053-76 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 6.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 816'. 6.000' 2X6 ANGLE CLP 8063-T6 ALUM. TOPVIEW _.375' MIN. 375' MIN. 111 d M i 02 z co 12 Q A 6 IL z c) 6 �Ny i7N ID co 1 1 1 )M� §o 1 !$X#)UCT R5 VIS6D a° complying with the 53- i& grdtdimg Code AeeepleecnNo 6. ow 1 1e 5>y^W' 2O2 ..��.. .,:iA+e4ua1 `II111 I Ii l)� ,x4r,........ I.YNN �7/�'' ��''�.ICENsz''.�F,1X i Q No. 56705 '�� -:.o.-.Sl E F li A. L' U hidLi R P.E. FL P.E.6 68705 '--- - `I I -, 1 1 1 4.668' _ _ --.- L 6.4; 1 �-- --- -' _ STANDARD CLIP 6063-76 ALUM. TOP VIEW £ 2.125' • • ••• • • • • •• •• • • • •• •• •• • • • • • • • • • •• •••• •• • • • •� 1+.1� • • • • •!•� • • •• • • 6003- x-S�71ALP0UNM. . zoIo0 r .125. •• •. •J••,•• •• • • ••• ••• • • 2XSANGLE CUP 6063-T6 ALUM. • • • VECTION, • • • •• • • • • • •• • • • • • .125° • ••• • • •• • • •• •••.• • ••`• • • • a ••I • • • • • • • •• • - • • •• • • TOPVIEW CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR 0.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1116'. U -CLIP 6063-111 ALUM. USED FOR 2'X6' MULLION. SHEET 17 TOPVIEW £ 6.438' .375" MIN. 376" MIN. MANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6053-76 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 6.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 816'. 6.000' 2X6 ANGLE CLP 8063-T6 ALUM. TOPVIEW _.375' MIN. 375' MIN. 111 d M i 02 z co 12 Q A 6 IL z c) 6 �Ny i7N ID co 1 1 1 )M� §o 1 !$X#)UCT R5 VIS6D a° complying with the 53- i& grdtdimg Code AeeepleecnNo 6. ow 1 1e 5>y^W' 2O2 ..��.. .,:iA+e4ua1 `II111 I Ii l)� ,x4r,........ I.YNN �7/�'' ��''�.ICENsz''.�F,1X i Q No. 56705 '�� -:.o.-.Sl E F li A. L' U hidLi R P.E. FL P.E.6 68705 EXAMPLE 1: SINGE VERTICAL MULLION NOANCHORS IN HEAD 1 —�- SEE FENESTRATION PRODUCTS APPROVAL\ 77 MULLION LENGTH L_ GEE DETAILS. SHEETS 2a 4 ,T - SEE DETAILS, SHEETS {2a nroANCHORBwwD+oowSnL T MULLWIDTH 0 WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.114'. THE OPENIN IREQURES t U:)! MULLIONESIGNOREOBU� OF +60.0/-; 0 0 PSF. • 1) INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72 AND THrtNE •EIEN(W=IDTM IS 32y32ST 5! E ENCIIG LU SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST TH84MNDOW FRIMEN43EP1H OF 2.14' ANS WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80A/40.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZNlAVAIOWBI✓E. • • • • • ••• • • • • ••• FROM TABLE 3A, SHEET 7, THE 1' X 2.75' X 375• MULLION (LENGTH = 72', OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-583 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A SHEET 8, THE 1' X 2.75' X .650' MULLION (LENGTH = 72', OPENING WIDTH = 707 HISS A DESIGN PRESSUFIE OF :i7 j PSF %ow EXCEFIN THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OFf3S LBS.• • • • • • • • • • • • • • • •• •• • 2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORNHE WOAD SUBSTII\TEBBOTH TRE STANDARD COP YIiTH (4) 612 ANCHORS AND THE 2XS ANGLE CLIPS WITH (4) 612 ANCHORS HAVE A CAPACITY 117 885 LBS. THOUGH EITHER ONE COULL QE•U8ES)i E ST (L P' IISEAMER •70NST. L • 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 1N THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60,0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED i:) SI 72e Y AN ANSA& CAPACITY OF 836 LBS. ALTERNATIVELY. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPMCITYINIQUIRW) FORUM MACE RESIGN IO(ESSURE OF 60 PSF: • • • (60 PSF)X t 72.6367 PSFaS ) = 624.8 LEIS (MAY BE USED TO QUALIFY 610 STEEL SCREWS FROM TABLE 454 • • • •• • • • • • • • EXAMPLE 2: MULTIPLE MULLIONS I. VERTICAL I. MULLION L LENGTH 8 OPENING HEIGHT FOR NORM MIRLION MULL MDTH-1F- _ _ .-sEE L._. 1J � L—_ DETAILS. NAIL E, SHEETS 24 SHEET SEE DETAILS, .rt— SHEETS _ 1 I�23 LASULL36"1°R2LIFNGTHORIL H MULL LENGTH OPENDi0 WIDTH FOR VERTICAL ANAL THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2333'.111E OPENING REQUIRES A DESIGN PRESSURE OF +60.01.85.0 PSF, FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH E 32'+72'+Y=10&• AND THE OPENING WIDTH IS 36•+36'+1. =73'. REFERENCING SHEET THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318' AND WEI MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01.56.0 787.1/. THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1' X 2.76' X 375° MULLION (LENGTH = 108°. OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED. HOWEVER 111E DESIGN PRESSURE 18+/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16. THE 2' X 4' X .260" MULLION (LENGTH =108'. OPENING WIDTH = 807 HASA DESIGN PRESSURE OF +/-134.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE RIS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH 18 387+36'+2'=74°. NOT 73° AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN 1146 73' DIMENSION (35.112'435.12'+2'=737. 2) USE TABLE 1213 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'. CARE MUST BE THEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1050 LB8 WHICH IS GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BEA 2' X 4' X 250' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLION, ALTERNATIVELY. ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32'+72'+2' =106'. REFERENCING SHEETS THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY 8E USED. FROM TABLE 12A. SHEET 16, THE T X 4' X .256' MULLION (@ LENGTH = 42', OPENING HEIGHT= 1201 HAS A DESIGN PRESSURE OF +/.170.0 PSP WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPAOTYREQUIRED OF 521 LBS. 2) USE TABLE 128 TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8' WIDE IF THE MULLION CLP WERE TO BE CENTERED WITHIN THE 8', CARE MUST LE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2XSANGLE CLIPS WITH (4) 3/16° ULTRACON ANCHORS AT AN FDa7 DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF MOLES WHICH 1.3 GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U•CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 621 LBS. TABLE 128 FOR THE U -CUP SHOWS THE ANCHOR CAPACITY IS 4074 LBS WHEN USING 9 ANCHORS, WHICH 1S GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE ANCHOR TYPE IS A#12 STEEEJ. SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/.64.7 PSF FROM THE VERTICAL MULUON; +1-170.0 P8F FROM THE 35' HORIZONTAL MULLION ATTACHING TO CMU; +/-170.078/. FROM THE 36° HORIZONTAL MUWONATTACHING TOTHE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/447 PSF AND WIRD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUWON. a m rnU a CV 1 a 0 r- 1 aO PRODUCT REVISED as carriplyissig with Gia FI2THdu Amps= No 1111111111. ��``wi LYNN Rl/(��Ai� •:**�� 'ttCENSfi •.� IND. 59705 IU., () '' SAE '(< •.,.FCORIOT;. f �• A. LYNN NI I I P.E. FL P.E.6 58706 • 7` :r in'v •b'. s ig • • • ▪ IMPACT -RESISTANT ALUMINUM TUBE MULLIONS o esaronmc LOADING EXAMPLES • N/A • N/A 8300JR 08/29/11 25 JJ OOSOWSid ammo gr Roc B RISOWSIQ 10/10/14 NEW MULLS TO SHL k i SET • • • • ••• •• •• • •• •s • •• 0 • • • 1070 780+010L08Y DRIVE N. vel, :L 34275 P.4 BOX 1575 i L 34274 PL CERT. OF nu7FLP 28788 • •i •• • • • 41•••, r� • _ ••••' �6 ,.�� .••• • 4 • •L • ▪ IMPACT -RESISTANT ALUMINUM TUBE MULLIONS o esaronmc LOADING EXAMPLES • N/A • N/A 8300JR 08/29/11 25 JJ OOSOWSid ammo gr Roc B RISOWSIQ 10/10/14 NEW MULLS TO SHL k i SET • • • • ••• •• •• • •• •s • •• 0 • • • 1070 780+010L08Y DRIVE N. vel, :L 34275 P.4 BOX 1575 i L 34274 PL CERT. OF nu7FLP 28788 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Construction Glass Industries 10100 N.W. 25 St. Miami FL., 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHI (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "450" Outswing Aluminum Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98-01, titled "Series 450 Doors & Sidelites", sheets 1,1.1 through 7.1 of 7.1, prepared by AI-Farooq Corporation, dated 10/02/98 and last revised on 11-08-2006, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and• • following statement: "Miami -Dade County Product Control Approved", unless otherwise noted 'Agin. RENEWAL of this NOA shall be considered after a renewal application has been filed and,grgis bee; ea.:. change in the applicable building code negatively affecting the performance of this product_ • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or changeiit�.tte materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any' • • •' product, for sales, advertising or any other purposes shall automatically terminate this NOA.•Fgitt rl to complz with any section of this NOA shall be cause for termination and removal of NOA. • • • • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Fly naa, end followed by the expiration date may be displayed in advertising literature. If any portion of the NOA isdisplayed, thir►its�ra11 be done in its entirety. MIAMI-DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 www.buildingcodeonline.com • • • • •• • •••• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distrilftgoo S and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 03-0422.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by !shag 1. Chanda, P. E. NOA No. 06-0127.02 Expiration Date: November 09, 2011 Approval Date: November 30, 2006 Page l Construction Glass Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 03.0422.02) 1. Manufacturer's die drawings and sections. 2. Drawing No.W98-01, titled "Series 450 Doors & Sidelites", sheets 1, 1.1 through 7.1 of 7.1, prepared by Al-Farooq Corporation, dated 10/02/98 and last revised on 11-08-2006, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 03-0422.02) Original test conducted per FBC, PA 201, 202 &203-94 now known as FBC, TAS 201, 202 & 203-94. 1. Test report on 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94 5) Large Missile Impact Test per SFBC and PA201-94 6) Cyclic Wind Pressure Loading per SFBC and PA203-94 Along with manufacturer's parts and section drawing marked -up drawings of an aluminum In/out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-97055 (0080-912-97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202-94, specimen #4, 5A, 5B, 5C tested per PA201-94 & PA203-94, signed and sealed by Timothy S. Marshall, P.E. 2. Additional test report on 1) Uniform Static Air Pressure Test, Loading per PA 202-94 2) Large Missile Impact Test per SFBC, PA201-94 3) Cyclic Wind Pressure Loading per SFBC, PA 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 01071 (0080-0402-02) dated 04/01/20028 tested per PA201-94 & PA203-94, signed and sealed by Vin.0 Abraham, P.E. C. CALCULATIONS • • . 1. Anchor verification dated 12-21-05and last revised on 11/06/06, prepared••by Al. Farroq Corp., complying w/ FBC 2004 prepared, signed and sealed•bp,)r • Humayoun Farooq, P.E. • 2. Glazing complies with ASTMS -1300-02 ••••• . . ••••. D. QUALITY ASSURANCE • • • • 1. Miami Dade Building Code Compliance Of%ce (BCCO). • • • • • ' • • • • E. MATERIAL CERTIFICATIONS •• •• • . . . • 1. Notice of Acceptance No. 03-0827.08 issued to Solutia, Inc. for "Splutiq . Interlayers", expiring on 03/04/09. • .. • •• ... • . • • F. STATEMENTS (transferred from file# 02-0702.01). • • • 1. Statement letter of conformance and no financial interest, dated 12-21-05, signed by Dr. Humayoun Farooq, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises & renews # 03-0422.02, expiring 11-09-06 !4 t 'la Lokvtel Wag L Chanda, P.E. Product Control Examiner NOA No. 06-0127.02 Expiration Date: November 09, 2011 Approval Date: November 30, 2006 • E-1 Ti'FICAL ELEVATIONS STEPS TO USE CHARTSurcRApil SEE SHEETS 6 4 1. !I 74-1/2' 6 7/8' MPG WIDTH 111/4' 0.L OPG, D1. DPG, WIDTH 6 7/8' Fi1L.TWPLE SIDELITES CAVA AV•AILABLE . • . •• • • • ••• ••• • • • • • • • • • • • • (7• . ▪ ------101 • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SPACED AS SHOWN IN OETAILS AND CHARTS. ANCHORS TO 8E AT 6' FROM CORNERS MAX. SPACOiG 24' O.C. AT HEAD & SILL tt3-1/16' r#NC WIDTH • PANEL WIDTH D.L. OPG WIDTH 24' 12-7/8• 30' 18-7/8' 36' 24 7/8• 42' 30 -7/8 - PANEL HEIGHT D.L. DP . HEIGHT 80' 66-1/2' 84• 70-1/2' 90' 76-1/2' 96' 82-1/2• 108' 94-1/2' FRA8E HEIp4T - PAtffl. HEIGHT + 1.750' FRIME 681H = PEA WON + 2.750' revision% A HAI.C4 9 11.88 a KOS B 1LHM • MIRO F FARM SMUCTURES Rt PC a 16397 i Qv 0 8 net ammecravivent mitrassisusii -O - AIMING DOOR DETAIL n- ITEM DR .C'° NIPTIONI few eh0et 2 or V OOP 08 N91_1 a -wog 0 I69 GOSH PPM PO e®. OATS ROD oOma90asffi ID RAW 18 DO/ 98. PO MO COMM W98-01 CG_ L atlas N1 glass Widnes =pone % 10100 oat5ivs3 25 strsel dant flolda 321172 products Serra 4.50 Out8 1041 Poore t 81delfee '/ \`t ', 2.t / //r \t \ \j r r / / / /' • • • \� \` / //w r• • • • 1_ Fi1L.TWPLE SIDELITES CAVA AV•AILABLE . • . •• • • • ••• ••• • • • • • • • • • • • • (7• . ▪ ------101 • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SPACED AS SHOWN IN OETAILS AND CHARTS. ANCHORS TO 8E AT 6' FROM CORNERS MAX. SPACOiG 24' O.C. AT HEAD & SILL tt3-1/16' r#NC WIDTH • PANEL WIDTH D.L. OPG WIDTH 24' 12-7/8• 30' 18-7/8' 36' 24 7/8• 42' 30 -7/8 - PANEL HEIGHT D.L. DP . HEIGHT 80' 66-1/2' 84• 70-1/2' 90' 76-1/2' 96' 82-1/2• 108' 94-1/2' FRA8E HEIp4T - PAtffl. HEIGHT + 1.750' FRIME 681H = PEA WON + 2.750' revision% A HAI.C4 9 11.88 a KOS B 1LHM • MIRO F FARM SMUCTURES Rt PC a 16397 i Qv 0 8 net ammecravivent mitrassisusii -O - AIMING DOOR DETAIL n- ITEM DR .C'° NIPTIONI few eh0et 2 or V OOP 08 N91_1 a -wog 0 I69 GOSH PPM PO e®. OATS ROD oOma90asffi ID RAW 18 DO/ 98. PO MO COMM W98-01 CG_ L atlas N1 glass Widnes =pone % 10100 oat5ivs3 25 strsel dant flolda 321172 products Serra 4.50 Out8 1041 Poore t 81delfee '/ ``` • ••• / / /' • • • \� \` / //w r• • • • 1_ I 1 Fi1L.TWPLE SIDELITES CAVA AV•AILABLE . • . •• • • • ••• ••• • • • • • • • • • • • • (7• . ▪ ------101 • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SPACED AS SHOWN IN OETAILS AND CHARTS. ANCHORS TO 8E AT 6' FROM CORNERS MAX. SPACOiG 24' O.C. AT HEAD & SILL tt3-1/16' r#NC WIDTH • PANEL WIDTH D.L. OPG WIDTH 24' 12-7/8• 30' 18-7/8' 36' 24 7/8• 42' 30 -7/8 - PANEL HEIGHT D.L. DP . HEIGHT 80' 66-1/2' 84• 70-1/2' 90' 76-1/2' 96' 82-1/2• 108' 94-1/2' FRA8E HEIp4T - PAtffl. HEIGHT + 1.750' FRIME 681H = PEA WON + 2.750' revision% A HAI.C4 9 11.88 a KOS B 1LHM • MIRO F FARM SMUCTURES Rt PC a 16397 i Qv 0 8 net ammecravivent mitrassisusii -O - AIMING DOOR DETAIL n- ITEM DR .C'° NIPTIONI few eh0et 2 or V OOP 08 N91_1 a -wog 0 I69 GOSH PPM PO e®. OATS ROD oOma90asffi ID RAW 18 DO/ 98. PO MO COMM W98-01 CG_ L atlas N1 glass Widnes =pone % 10100 oat5ivs3 25 strsel dant flolda 321172 products Serra 4.50 Out8 1041 Poore t 81delfee ENGNEER s Al Parooq Corporation Structural a 657 date 1 r0 -20-9T I Asset 1 or 1 TYPICAL ELEVATIONS TRUE NOREZONTAL MOWN (1 OR MORE j, PER PANEL) OPTIONAL TRUE MUNTINS DOOR OR 61DELITE } a 11114;_ II I .777 ,7274 RESIDENTIAL I-IARRWA E GLASS TYiE I3A GLASS TYPE 138 TYPICAL GLAZING PETALS COMMERCIAL 1-IARMARE HINGE LOCATIONS MAX..Ietlpr. �GHI •• • • PTO 90-3:4• i ABQVE 90.V4'• . I91 ROOD. • 1 • •• • a MAX-.S'ACiNG • 39 2.e' Log LA; •• ••• •• • • • •• xtRDAAKD4SGsi PT ION .. • • . • . • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1,2 lea GLASS TYPE mc 1 O - =WM DOOR DETAIL - ITEf1 DESCRIPTION reg°aeat 2 of 1) W98-01 Cira, OO RPORATI ON 10100 roramad 25 etrad nisei flmiGp 23172 product = Bono 450 Dawning Doors a &denten ENGINEER s AL Paocq corporation Dr. Hdos9arun Paeoq Stnr:urei -Fla. PE • 16551 date , 10-20-91 sliest U of 1 BILL OF MATERIALS ITEM DESCRIPTION 012 X 1 V4" HEX HEAD 8/S SMS (3 PER CONNECTION) 3/8-I6 FULLY THREADED CONTINUOUS ROD 3/S -I6 HEX NUT 1 1/2" X 1 I/2" X 3/I6' 4K ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUSLE 9/32" DIA. JAMB INSTLL HOLES AT 6" FROM RIDS 4 24 3/16" O.G. MAX. Q 9/32" DIA. HEAD 4 SILL INSTLL. HOLES AT 6" FROM ENDS, 3 • CENTER OF PAIRS SPACED 6" OC. 4 24" O.G. MAX. +10 X 1" PH -PH -55 TEKS SCREW, ® 3" 4 1" FROM ENDS 4 24" O.C. MAX 014 X 3/4" HEX HEAD 5/5 TEKS SCREW AT 6" FROM ENDS 4 24 3/16" O.C. MAX. 920 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB • 3032) 9l 350 HIGH FOAM-TITE WEATHERSEAL (AMESSURY' 32011) ® THREE POINT LOCK AT ACTIVE LEAF 10A 1013 CUSTOM CGI THREE POINT LOCK MECHANISM WHICH CONSISTS OF (I) TITAN KWIKSET SERIES 180 DEADBOLT (OR EQUAL) (2) DEADBOLT LATCH (TOP 4 BOTTOM) AND CUSTOM CGI INTERIOR LINKAGE MECHANISM REFLECtOLITE SERIES 6000 THREE POINT LOCK MEC 4iN49M • • • • • • • • •• HALER 4 I/2" X 4" SOLID MAASS (Qi g441:44 : • e • • • SECURED WITH (8)'12-24 X 42,1 4SR�I�N � • • •• • • (3 PER PANEL UP TO 1'-6 3/4" HIGH) (4 PER PANEL OVER 1'-6 3/4" TO 9'-0 3/4" HIGH) El FLUSH60LT AT TOP 4 BU'I•f TQM •OF INAGt1'T E • • • • • LEAF (PELTA MODEL 55081IUIT:1 RSRNPQRCCD: 1; • •• • • • •• • ••• • ••• • • • • • • • • • • • • ••• 4 • • • • • • •• •• • • ••• • • • ••• • • 13 13A I/2" NOMINAL (A66 ACTUAL) ANNEALED LAMINATED GLASS (2 PCS.) 3/16" THK ANN. GLASS AND .090" SAFLEX INTERLAYER 1/2" NOMINAL (.466 ACTUAL) HEAT STREN'D LAMINATED GLASS (2 PCS) 3/16" THK. H.S. GLASS AND .090" SAFLEX INTERLAYER 16 I r I 1313 11301 1" NOMINAL (966 ACTUAL) INSUL. ANN. LAMINATED GLASS VS" TEMP. GLASS (OUTBOARD), 3/8" AIR SPACE AND (2 PCS) 3/16" TI -K. ANN. GLASS AND .090" SAFLEX INTERLAYER OR I" NOMINAL (.966 ACTUAL) INSUL ANN. LAMINATED GLASS 1/4" TEMP. GLASS (OUTBOARD). 1/4" AIR SPACE AND (2 PCS.) 3/16" TI -K. ANN. GLASS ANP .0620" SAFLEX INTERLAYER GE -1200 &ILfCONE 3/4" X 1 1/4" X 3/4" X 1/8"T1-lK CONTINUOUS ALUMINUM CHANNEL SECURED WITH INSTALLATION SCREWS I � ( SEE ITEM I I ) 1/2" TI4K, (nom) CUSTOM ALUMINUM PANEL CONSISTING OF (2) .090 THK ALUM. SHEETS 4 (1) 1/4" PLYWOOD AT CENTER l/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE 18 PLASTIC WEEP BAFFLE El 1/8" X 5" X 1/8" THIO. CONTINUOS ALUMINUM SILL ANGLE ADAPTOR EXT. = EXTRUSION LIST 500, 501, 502, 506, 501, 508, 509, 510 4 511 ALL EXTRUSIONS ARE 6063-T6. on. 1* 25' 474 r70100 srRucrurtts 11A. PE / 16997 W98-01 ra 11 CORFoOR"-PlON 11117110uate glee meestries corporation 111100 whim/ 25 street pima. RAW 33172 prodnzt , Sarle6 430 Outstarg Doors 466:161566 EMCt1IER , Al Farooq Corporation ar.14untagoun Parnell Saucturai -Ra. PE 016551 date , 10-20-91 Owlet 2 oP 1 •• •• • • ••e • • • • • • • • • • • • • •• •• I/4° 0 X 3 3/4° LANG TAPGON SCREW 5: T6 2X4 Pr SOOD OPTIONAL OsIST.4LLATION `NNTO 2X4 PT WOOD _} 16 TYPICAL. TYPICAL INTERIOR OUT SWING DOOR OPTIONAL SQUARE GLAZING NOTE: WOOD BUCKS NOT BY CGI TYPICAL MUST SUSTAIN LOADS IMPOSED "7 SCREW BY GLAZING SYSTEM. 9r END Y4° • X 19/4 LC4.23 7PGRIEU, rtersinMarmiamoimio ••• • INI WV. • • •••IOTE•• • • • ••• AU. ANCHOR CONDITIONS SHOWN ON SHEETS 3, 4 AND 5 MAY BE DIRECTLY • TO MASONRY • all 14: MAX. SHIM SPACE VIVIjr VARIAQON IN:CAPACDY. N n ii •• v IIS cs ue.. .673 4.812 EXTERIOR BCM „Ea) t 7 1YtYd1 222000 STRUCTURES RA. 7 '�rou t 3 zaoh rifirgAZINkibilbilb 4= L7. L �•woI i�Ir Nnida 12 TOP 4 BOTTOM OF INACTIVE PANEL W98-01 rink CORPORATION Qa67trucen aim Induatrfu awaralion 10100 lofted 23 *eat nail, Uar4o 33122 product : Serte+ 450 Outatuing Doors 1 Stdeptee ENGINEER : Al Faraoq Corporation Dr. krayon Farooq Structural -Pia P '16551 date r t0-20-31 ehast 3 Of 1 • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• S5 MULLION 2.972 tztt SMALL SIDELITE STILE (EXT. 803) AT SIDELITES i'-6" WIDE OR SMALLER 1X4 PT WOOD DOOR FRAME WIDTH 4.912 EXTERIOR SEALANT SIDELITE FRAME WIDTH THIS SILL I5 NOT RATED FOR WATER 4° WIDE SADDLE •• • • • • •• • ••••• 1/49 , Xh ° LONG • • • • • TAPCON SCREW 6° PROM ENDS t 24`OC. • ••• • • ••• ••• • • • • • • • • o • • • • • • • •• • • • • • • • • • •• • • • ••••• • • • • • ••• • • • • ••• ••• • • ••• • • • ••• • • • • • • • • • • • • • •• SIDELITE FRAME WIDTH REFER TO SHEET 2 OF 1 FOR TYPICAL BILL OF MATERIALS elk! EN/. DR. WJ0.14:1291 FAR= Mat rPE11654/ 111 e siE NOV a ri 20 1/4 saR V4° o X 3 3/4" LONG TAPGON SCREW o Cao PROM ENDS t 20° OG. AT NITERIEDIATE ANCHORS SEE SHEET S. W98-01 rrn coeePessieremore arostreetten Industries 10100 nmtlncest 75 street Intent flair% 33772 pecan* s Series 4200utstuirte Doors 8 &dente* E431NC-ER : Al Parooq GarporoUon Dr. Runtyan Psraoq Structural -Pa. PE • 16331 date : 10-20-31 I sheet 4 of 1 I'° 1" '10 x PN -PH $M9 5/S (2 PER ® CLIP) MULLION 4.91E $IDELITE FRAME UJIDt 4 SIDELITE FRAME WIDTH • •• ... . • . . . .• • • El En?: M. fna000 • • •• •• p Fill PE • i FE t mew ••• ••• •• • • • •• lb la a 01 • ••• • • ••• ••• —^�'1 • • • • • • • • • • p megaly 6 8 ZUt1B •• • • • • • • • • • •• JD • . •• ♦•- • • • Iliancr wawa S 4a�• ithblea REFER TO SHEET 2 OF 1 FOR TYPICAL BILL OF MATERIALS W98-01 Ca k. OORPORATION soutsetien 9las industries' drpord5OI 10100 nodded 25 street dad. Botta 33172 products Series 450 Outs Mg Door. t 81dstitse EWAKEER : AI Parooq Corporation Dr. 14r'1 ow Farooq Structural -Fla. PE a 16551 date : 10-20-91 el iset 5 of 1 ••• • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • •• • • PANEL PERFORMANCE CHART FOR DOORS. SINGLE SIDEIJTES AND MULLIONS LAMINATED GLASS PANEL PERFORMANCE CHART FOR DOORS. SINGLE ®ETTES AND MULLIONS INSUTATED LAMINATED GLASS MINERAL DDB. OUT -SWING DESIGN 1AAD CAPACrY-PSR PANEL WIDTH PANEL HEIGHT ANN. IAM. GLASS (TYPE 18A) H.B. TAIL GL188 (TYPE 182) EXT. INT. EXT. INT. MULLION WAD CAPACITY PSP NOMINAL DIMS. . OUT -SWING DESIGN )AAD CAPACTY-PSF PANEL WIDTH PANEL HEIGHT MIL. ANN. IAM. IDd88 (TYPE 100) EXT. TNI. 2/0 2/6 3/0 3/6 6/6 100.0 1002 100.0 1102 110.0 1001 IOW 110.0 1101 100.0 100.0 100.0 1101 110.0 87.1 87.1 1000 1101 1101 2/0 2/6 3/0 3/6 6/8 80.0 801 802 BOD 80.0 80.0 80.0 2/0 2/6 3/0 3/6 7/0 100.0 100.0 1020 110.0 110.0 100.0 1006 1001 110.0 110.0 100.0 100.0 100.0 1101 110.0 2/0 2/6 3/0 7/0 800 80.0 80.0 800 80.0 800 82.6 82.6 100.0 110.0 110.0 2/0 2/6 3/0 3/6 7/6 100.0 100.0 1102 110.0 100.0 1001 100.0 002 0/0 2/6 3/0 7/6 80.0 600 00.0 81.0 60.0 80.0 100.0 1001 1000 1101 110.0 768 768 1029 1101 2/0 2/6 3/0 8/0 100.0 1002 1001 110.0 1100 20 2/6 3/0 8/0 80.0 800 BOA 80.0 801 001 1001 1001 100.0 110.0 110.0 1002 100.0 110.0 110.0 2/0 2/6 3/0 9/0 100.0 1001 1001 110.0 110.0 100.0 100.0 100.0 110.0 96.6 100.0 100.0 100.0 1001 80.9 LOADS SHOWN ARE FOR DOORS USING THRESHOLD - WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE AND FOR THRESHOLD ® Iw ANY CONDITION. NOTES 01AS» cAPAC1TIL+S ON THIS SHEET ARE BASED ON ASTM 21300-02 (8 SEC. GUSTS) LOADS SHOWN ARE FOR Dam USING THRESHOLD WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE AND FOR THRESHOLD elIN ANY CONDITION. F PANEL WIDTH a F PANEL WIDTH PANEL MOTH TRESS CHARTS CAN HE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS. EWER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. • .. • . • • .STEBS.TO USE CHARTS; 1. MOLE WINO LOAD BASED ON PROVISIONS OF 2004 FLOM% 8000. CODE. • 1 d0ETERNI E WATER INFILTRATION RE0UIREMENTS BASED ON PROVISIONS OF FRC. • • • • • • • • J. EL R DOOR 9YSIEM LE. INSWING/OUTSYMO AND TYPE OF THRESHOLD. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROWOATE IDIART. THE ALLOWABLE L0A08 MUST MEET OR EXCEED THE DESIGN LBWS REQUIREMENTS. 5. SELECT AND CHECK 8008085 TO MEET LOAD. calm Ma • • • • • 0.0rOw•muituresnuTE REFER 10 MLU 181N CAPA101Y. • • • • • • A • • •• • •• • Erpy:76. Kamm .41ROCIt2E6 MOM LLL Pt Y 18907 ZDDS o 6 oE N. V v1 n 4°T egif 112 g cn'00 Z r m O. z 1i3 z ,r i' 1 00 1 drawing n0. c 1W98-01 (sheet 6 of 7 ) • • • • • • • •• •• ••• • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • (sheet 7 of 7 ) 8-1001. X24' I I 1 PANk1. WIN SINGLE DooR OR SMITE 24' rAT =EWE 0. a TO! 040011 SPOORSTo� 1 L ♦ 1 ul 11 PAM. LIDTH n-. PANEL VIM. DPIALLMS WM ME r vot NYP. 51031®1 sPAD50 I II .PANEL WIDTH • • I 1 PANEL VIM PANEL WIDTH •• • • t`'• 1• •• •• • =WON ANCHORS AT SMEUTRS MTG. STU ANCHORS AT DOUBLEII001S NOMINAL DE61001 WAD CATMeTT-PSP Dna; DB>OISI LSD CAPACCY-PHP D1165- TYPO 'E' TYPE 'C NOFDPI40 '•' TYPE 'C' PANEL Milne PANEL l4EtGHT own= 011 5 .8N1i0E8 cumin Or 4 ANCHOR CUM= or 5 ANCHORS 080131&10 Or 8 .5010028 Mum OP 4 ANDE0E8 PANEL PANT. WIMP WIO memo Or 8 014131028 191165123191165123 or 4 ANCEO S OP 5 10607103&8 CIA9/077 >a 2 ANCHORS CLUSTER or 4 ANCBDEB 2/0 2/6 3/0 3/6 6/e 4011 RAO 155 1105 INA E/0 2/6 3/0 3/6 Oda 402 1100 11051 1103 110. 70.6 1103 110.0 100. 110.0 706 1110 1100 1003 1105 516 1140 1100 038 1105 1100 1100 533 110A 00.4 1016 1110 01.7 1100 50.4 1008 1100 712 110.0 2/0 8/6 3/0 3/6 7/0872 040 110. 0 110.0 1110 110 0 2/0 2/6 3/0 3/6 7/0 640 1100 1105 110.0 1108 IPDA 1110 053 110.0 Eta 1100 1108 434 7110 15.0 1110 1100 MAA 1100 560 110.0 1100 W.6 1100 465 400 110.0 862 110.0 405 BAA 1100 682 1100 2/0 2/6 3/0 3/6 7/6 714 1100 1160 1100 110A 5/0 2/6 3/0 3/6 7!6 764 1100 110.0 1110 110.0 07.7 1100 1100 802 1105 62.7 1105 1100 262 150 52.3 1043 1140 74.3 1100 12.3 1543 1100 712 1100 446 408 1100 687 110.0 488 605 1100 633 1000 2/0 2/6 3/0 8/0 73A 1100 1110 1043 1105 2/0 8/6 3/0 8/0 733 1100 1100 1046 110.0 888 1110 1100 033 1150 00.6 110. 1 N 836 1103 403 490 110.0 803 1105 460 66. 1110 667 110A 2/0 10/6 3/0 910 653 110A 110 A 42.4 1106 2/0 2/6 3/0 9/0 80.3 1100 110. 925 110. 523 IMS 1100 742 1110 523 1088 1IOA 74. 1100 435 57.1 1100 613 1100 433 07.1 7099 61$ 1110 • • • • • • •e PANEL V10TH • • • • •• • • • •• FOR SDEUTE RVG. PANEL WIDTH = DOOR PANE' + FIXED MEL • • • • • • • • • • • 2 • • • • • • • • • • • • • • • • L •• • • • • • • • • • ••• • • •• •e •• • ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORS.; TYPE '0'- 114" TAPClS S INTO WOOD STRUCTURES 1-3/4" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE C- 1/4" TAPCON$ DIRECTLY INTO CONC. OR MASONRY 1-1/4" 60N. EMBED INTO CONC. OR MASONRY EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-5/6" MIN. INTO WOOD STRUCTURE - 1" MIN. STBPS TO USE CIIABTSI 1. SELECT TYPE OF ANCHOR. 2. FOA SIZE OF UMTS DETERMINE ALLOWABLE LOAD CAPACITY. TMS 10.0 GPACIIY MUST MEET OR EXCEED DESIGN VINO LOAD REOUDEMENT DETERMO0E IN STEP 1 OF SHEEP 6. Env: CP_ 10.0YOUN FM000 SIRU01Uf@8 915 P[ 0 18557 £711VoArpt; High U a E! A g to 0 0 d s.... Srt .O z of ,-L 1 i 1 pa 1Hdei07 E droving no. W98-01 HBAD FORD DETAS CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SII.PRUF OR EQUIVALENT. VANZL coRNER_DErAm ••• 0410 • • • • • •• • • • • • • • • •• ••• •• • • • 00 • ••• • • ••• •410 • • • • • • • • • • • • • • • • • .. . • • • • • •• • • • •• • 0.0 • SIMSO NER DETML Eng; DR. FU RIi1_ MRNRR DSP IL IIMMOMMTMEMWMMI _ •n,,wr� MIAIAYd1N 0140130 RA PES 1 M597Merkint 8 z �. Zo 0 4s 4 O W U � cr e 8 { tuu V5. .. = 5' Z i g N h i $."' SDZMEj t2 Vtz t§ 1/f �W trawfng no. 98--01 (sheet 7.1of 7) • • • •• •• • • 000 • • • • ••0 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 •• • 0 • •• •• ••• • • • 000 • •