The URL can be used to link to this page

Home My WebLink AboutREVISION 3-20-17v OFFICE USE ONLY: SCAN DATE FILED: ' �� at Lace REVISION FEE: 1. LOCATION/SITE Q Z,7 © ` ADDRESS: �z 5 - 2. - DETAILED DESCRIPTION OF PROJECT REVISIONS: �OQC av S•f 8 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: t LS m C� PHONE (DAYTIME): 4. OWNER/BUILDER INFORMATION: NAME: ' ADDRESS: CITY: PHONE: 5. ARCHITECT/ENGINEER INFORMA NAME: ADDRESS: y A i CITY: PHONE (DAYTIME): '7'7 Revised 07/22/201144 V PERMIT # RECEIPT # qNG & DEVELOPMENT SERVICES LDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 ATION FOR BUILDING PERMIT qm* PROJECT INFORMATION j 1c—ug , r-L 3 4153 BVa' Do - ST. LUCIE COUNTY CERT. #: t_� I VAt-fj w'2� ti-A 1-4 A � (2 �vsu •w STATE: FAX: TIO co ub 4-% STATE.' FAX: STATE: ZIP: ZIP: FAX: '^T sr. LucIE COUNTYI- ARE S 21JECT T C ANY C(+I�;.��C c ICpjS BUILDING DIVISION 1_ r REVIEWED 1 GY FI M 114SP �CTO)Ro- THAT FOR COMPLIANCE NIAY BE NUMESSARY [N ORDER TO DATt REVIEWED Z- CCFt�i1-1-1 ALL AP PL1CA-BLE C L"w,J. FLANS AND PER T MUQT BE KEPT ON JOB OR L BE MADE RECEIVED MR 2 0 2017 ST�-I�A- Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name 5-r U)e I lie. ChVOTY Applicant: #A0+AT6^ Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows —4-epl+45 t90 -i",00 KAW0IEE#- iy— C0436, 28 mpti t �jATZ; i r111'T-r-AL Mullions Fixed Glass Block Glass Skylights . _Sliding_Glass-Doors SAT A� El"VT Swing Type Doors f ✓ '�� `1-94) k d =I- 6500 I — t G 5iO:0 Tye rib (+Se-a1ez, COa 14 'ThP COO 2-1,I 5i:�6ref l+4 Garage Doors Hurricane Protection Roof Ventilation r' Roofing Material b'd W U rUff Ir H imp: %�o V 9 Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their wind loads and forces specified by current code provisions. Name: J liQ ZJOJ .Lf,!( Signature.. Design Prof: A 04.1N 9)P ILL" ATA Cert. No. Ct,541& this structure. These products provide adequate resistance to the �OA �h Date: ( ) i % MM 17 seal MIAIIII--DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION RESOURCES (RER) 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mianridade.gov/economy Kawneer Company, Inc. 555 Guthridge Court Norcross, GA 30092 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submittedl 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 duality 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 su pend 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 coruply with the Florida Building Code, including the High Velocity Hurricane ?one. DESCRIPTION: Series "IR-500 FIush, Dry and Wet Glazed" Aluminum Storefront System - L.M.I. APPROVAL DOCUMENT: Drawing No. 1633, titled "1R500 Aluminum Store Front System - Large Missile Impact" Sheets 01 thru 10 of 10, dated 01/27/09 with revision No. `BI" dated 02/25/13, prepared by W. W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Lame and Small Missile Impact Resistant LABELING: Each unit shall bear al 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 for any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA slral I be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miarni Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of tlre-.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 fors inspection at the job site.at the request of the Building Official. This NOA revises NOA No.13--0530.16 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 Jainre D. Gascon, P.-E. NOA No.14-0430.28 MIAMbDADE COUNTY-�r,`L°y`i Expiration Date: April 15, 2019 Approval Date: September 11, 2014 Page 1 J V Kawneer Company, Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subinitted under previous NOA's No.'s 11-0621.04 and 09-0218.08) 2. Drawing No. 1633, titled "IR500 Aluminium Store Front System - Large Missile Impact' Sheets 01 thru 10 of 10, dated 01/27/09 with revision No. `Bl", dated 02/25/13, prepared by W W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P. E. (Subinitted under previous NOA No.13-0530.16) 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) Watel Resistance Test, per FBC, TAS 202-94 4) Largc 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 series IR-500 aluminum flush glazed storefront system, specimens No.'s IA, 1B and 1C, by Hurricane Test Laboratory, LLC, Test Reports No.'s HTL-G049-0402-11, dated 05/27/11 and HTL-G049-0201-08, dated 03/07/07, specimens No.'s 1, 2, 2A, 5, 6, 7 and 8, both signed and sealed by Vinyl Abraham, P. E. (Submitted iindei• previo is NOA Is No.'s 11-0621.04 and 09-0218.08) C. CALCULATIONS 1. Anchor verification calel lations and structural analysis, complying with FBC, updated on 08/17/11, prepared by W. W. Schaefer. Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P. E. (Submitted untder previous NOA No. 11-0621.04) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of -Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their `%uPont Butacite© PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co,, Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. ---rflu s2� Jabne D. Gaston, P. E. Product Control Section Supervisor NOA No. 14-0430.28 Expiration Date: April 15, 2019 Approval Date: September 11, 2014 E-1 Kawneer Company, Inc. E. MATERIAL CERTIFICATI, 3. Notice of Acceptance T for their "Saflex HP C: 04/14/18. 4. Exterior Dry --Glazed 1 Part No. 127-122), EI gasket complying with D39513, 22 HRS 158°F. (Submitted under previ 5. Interior Dry —Glazed Part No. 127-121), Ch gasket complying with limit 20-24psi. (Submitted under previ 6. Exterior Wet —Glazes (Kawneer Part No. 0; glazing gasket complyi ASTM D395B, 22 HRH (Submitted under previ 7. Interior Wet Glazed 127-012), Dense Silici with silicone glazing. (Submitted under pre i� IS (CONTINUED) 14-0423.16 issued to Eastman Chemical Company (MA) r or Color Glass InterIayers" dated 06/19/14, expiring on -in Gasket: TREMCO Part No. TR-14130E (Kawneer Dense Rubber Extrusion with 70 durometer ext. glazing VI C864 Option II specs., ASTM D412, 1500 PSI, ASTM NOA No. 11-0621.04) sd Gasket: TREMCO Part No. TR-14270E (Kawneer Cell ("sponge") EPDM rubber compound, interior glazing TM C509 Option II specification compression deflection r NOA No.11-0621.04) Push —in Gasket: TREMCO Part No. TIZ-14271E -074)i EPDM Dense Rubber Extrusion with 70 durometer with ASTM C864 Option H specs., ASTM D412 1600 PSI, 158°F. ous NOA No. 11-0621.04) Slide —in Spacer: Santoprene Spacer (Kawneer Part No. ine Rubber Extrusion (Black) with 60 durometer compatible F. STATEMENTS 1. Statement letter of coy c financial interest, prepare 04/14/14, signed and seal 2. Statement letter of confi complying with FBd-2( P.A., dated 02/25/13, Isigi (Submitted ruder previo IStatement letter of; no Engineering & Consulti Schaefer, P. E. (Submitted underprevio NOA No.11-0621.04) nance to, complying with FBC 51h Edition (2014) and no by W. W. Schaefer Engineering & Consulting, P.A., dated i by Warren W. Schaefer, P. E. mane with ANSI/ AAMA/ NWWDA 101/ I.S.2-97 and 0, issued by W. W. Schaeffer Engineering & Consulting, .d and sealed by Warren W. Schaefer, P. E. s NOA No. 13—OS30.16) financial interest and 'independence, W. W. Schaeffer P.A., dated 02/25/13, signed and sealed by Warren W. NOA No.13-0530.16) E — 2 Jaime D. Gascon,F.. E. Product Control Section Supervisor NOA No. 14-0430.28 Expiratioir Date: April 15, 2019 Approval Date: September 11, 2014 Kawneer Comlrany, Inc. F., 6.0 n 9 STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Reports No.'s HTL-G049-0402-11, dated 05/27/11 and HTL-G049�r0201-08, dated 03/07/07, specimens No.'s 1, 2, 2A, 5, 6, 7 and 8, both signed and sealed by Vinu Abraham, P. E. (Subrnrtted under previor)s NOA's No.'s 11-0621.04 and 09-0218.08) 5. Proposal No. 10-1277 issued by Product Control, dated 01/27/11, signed by Manuel Perez, P. E, (Submitted under previoa s NOA No. 11-0621.04) OTHERS 1. Notice of Acceptance No. 13-0530.16, issued to Kawneer Company, Inc. for their Series "IR-500 Flush, Dry and Wet Glazed" Aluminium Storefront System - L.M.I.", approved on 08/011/13 and expiring on 04/15/19. C�n Jaime A Gascon, P. E. Product Control Section Supervisor NOA No.14--0430.28 Expiration Date: April 15, 2019 Approval Date: September 11, 2014 E-3 1. TIM .VTORF. IFDNI Millis MW BEN ILSTED, ANALYLEO k APPROVED FOR DESIGN! PRESSURES NOT ID EXCEED T1OS[ SIIRm1 TT"•AU VADU OEMN PRESTURF. i�SE(s). 2. OPENINGS. BUCKING & BUCKING FASTENERS UUSI BE PROPERLY O1SiCNFD & BSfAI1FD iD 1HAISW VAND LOADS TO TIE STRUCTURE 3. ALL HUNHIARE & FASTENERS SHALL BE N ACCORDANCE DT11 THESE ORA1'INGS & SMALL NOT VAW UNIF.ss SPrCIFIGIIY UNIONS) ON 111E DMMNGS SPECIFIED ANCHOR NOW TO BASE LATERAL. SNAL BE BEYOND WALL FINISH OR STUCCO. A. THE DUAIIS & SPEGRCAMINS SHWIN HEREIN REPRESENT NNE PRODUCTS TESTED & PROPOSED FOR YUTER AR, IMPACT, CYCLIC & UNMRM STATIC AN PRESSURE IESTING IN C(1OO161ANCE MIT THE FUCIMA BUILDING CODE PROMCALS TAS-201, 212 & 203 FOR LARGE TUSSLE UPACr STORE rR011f MElAS. S. TRSF STORE FRONr MTNS PAVE BEEN DESIGNED IN ACCORDANCE WIN AND MEET THE REOUIRNEMS OH' THE rI DRAM BUILDING CODE IBC) Rd1101NG HIGH YELDCRY HURRICANE ZONES 0MI2). O. WADI STAINS ARE NET RIMMED WITH THESE SORE FRONDS. 7. A11 MY1+06 S= NG FRAME TO PRESSURE TREATD BUCI6 OR PNOD FRAIIHG STALL BE CAPABLE Or 1RWING CDRROUOII CAUSED BY PIE PRESSURE IRFANNG CHFWCAIS IN NNE H'ODIL B. OVERTONE WE POSTM & AWAINE DESIGN LMUG TO UBE VAIN RESFRINCING THESE DOCAMANIS IN ACCORDANCE WM TIE WEANr+G CDOC AND GWOANING DARE YEIDCWY. FUR RAND WAD WMATIONS W ALCOROVKE WIN TIE FLORIDA OULONG Mr. A OUECNIO:UJm rACTOR Of M . URB My BE APPNYD MIN USED IN CONRRiMIT Mn LEAD COIIDDUIIONS SPFEUIFD IN SECTION 2.0 OF THE ASEE 7 SIANDAN R. NO NfRFASE IN AIIABDIC STRESS HAS BEEN USED IN THE CERRTGiTON Or TIES PRHOIICE. DANO NAND DU1NiroN FACTOR Cr - 1.6 WAS USED TOR mDDO SCNLW ANALFHS ONLY. 10. UATIRAS, Diclu NG am NOT IILNED TO STCR SEELM, TUT CONE INTO COVIAti WRI ONIU+ 0656NM NATCR019 ST MEET WE RECRUIT LINTS DF FLORIDA I111110IND COM C10PTT 11, 7 t`i FR u COR R & END CONSTRUCTION— LBAAE.N¢AQ LppyEy(yyUCAgN r m DEA1 IIA & Ink HEAD 6 SQUARE CUT, MILD r0 SIDE FAMIT, mW WRCC(3) NO. 12 X V PI FASTENERSW IIIRfdI WE SIDE UIUDCR HMO TIE NrAO w AwiU UEMWN SFRIW SPLINES & STYLED TNRN SUCONE M6LE_HCAU.CORWR (APPIAWN4CIQ. IWlr_i11:L ICAD 5 WTFR OR SOLLNC CUT, GURFO TO SUr. E6tNE0 >. U FC O IN, HMI 11f0(2) NO. 12 X 1 I/Y MtS FASTENERS THROUGH THE SIDE UELMER 040 THE HEAD MEMBER SCpa J 10 SPI THISJ, BIALC ITMX snk`oxC. fPMICyTN faNN�„I SRL Is SOUARE CUT, BUTTED TO SIDE, FASTENED MiTH MIDIN0. 12 IT I- PHIFS = FmAAryFNFAS TIRpX.II TIC SIDE MENDER INTO WE SILL RANGER WETI SRNUT & SrALrD HRI SILICON' IZ � O .NEON -IdMO SILLSORNER: SU R SQUARE CUT. BUTTED To SIOC FASTENED VHBI I =0 MOT A,,. IAGN PYN01 ASSEMBLY WAS FAS1Wl0 10 10 THE 510E FRM MR!!(3) NO. 12-24 X S/e• MES. > p T m .Y. WEWINES6 WIN TASIENFO 10 PNDT AsSONLY 1011WD(2) N0. 12-24 X 3/B' TIOIS & sEAIID O r MIN SUCOHF. INIc79HlN_UfAAE11VLlr1N.FHD-OL'LAJfABLCIDJIE!(iJ6Ah t&. HORIZONTAL S SQUARE CUT, BUTTED 10 -4 w o rc SEE, FASTFNFB HIM 1NREf(3) i' SS PIMPS FASIFNFRS WROUGH THE SIDE UEUBER INTO NNE X MUIEION LINGER SfRW S1 RLS & SCALED Will GIUCONE 1 %ONF/� FR• r MITI ON Fun /A w IrAB r TO TREAT 1681- HORIZONTAL IS SQUARE CUT. BITTED TO SIDE Y 3DDKD Vn A SCAR BLACK (PART 121). THE MEAN BIDETS 6 FASTENED TO THE VCRTMAL DAME UNDER BL VIE, FOUR(4) NO. 12 X 1 7/8' FHTF TYPE 0 YRDYS THE UORRONIM. UMBER IS FASTENED TO THE SHEAR U HOCK In' VINIT(3) HE. 12 X I• ruir TYPE AD scrm =1 QHWrR Is STYLED WWI DOW 'ARs SUKUNF SEAANT. a I 1 1MAX D L,OLwIDTH, ' ,'GfAS5 PRESSURE ':2"'I':r"•:, "'.• oPvnAu SHEETL2...:. I B II II I USE OF SECTION A/4 SHALT. LIMIT THE 1ILVd1 SCREWS OR STRAP ANC)IORS p 3 2 1/7. 0 j nLLotvneLE PRESSURE ON THE: ONLY REQUIRED AT SIDE JAMBS WHEN Q N ENTIRE UNIT TO OVERALL UNIT HO Hl II III I +/-65 PSF MAX EXCEEDS. 96 (TO BF. BE - B I I R II PLACED AT IAID-SPAN �"•"r�. I 2 II 2 II srtE D1 OF SIDE ,IAMB) N. I II I6 II � II LIRA mN II 2 1/2• ID-IIEIGIIT IF UNR II ADNFORcdatNr II _ _- .4• 3 $ .. LOAD _ ... II WIDTH II _ LOAD II WIDTH---- II 4" 3° w � "M a §p86a , U�uTJ I II _ II II II I 1 I II 16 1/4• MAX. D.C. (TYP.) o o D FRAME ANCHOR REQUIREMENTS TABLE j v,v : �(1 - ' GIAS5 GLASS CLASS-` 'lYP`TRAMFOR STRAP CENTF.RUNF. CENTERLINE CENTERLINE ANCHOR SCREWS WHERE o .FRAME & STRAP ANCHOR SCREWS :EN INC OPENING TYPE MINIMUM MINIMUM FRAME TO OPENING FASTENER TYPE EMBED EDGE DIST. SHOWN FOR OPENING TYPE. IY� TYPE (SUBSTRATE) _.._....._...__—_..__ MIN. 2XG WOOD FRAME OR BUCK (MIN. GR. 3 & G-0.55) __..._......- ...,____.._._____ (4)NO. 14 SMS OR WOOD SCREW __ 1 1/4" 3/4' ._ EXTERIOR ELEVATION A, C, D OR E. SEE "FRAME `�— — MULTIPLE FlXED PANEL STORE FRONT ASSEMBLY ANCHOR REQUIREMENTS TABLE" ON TiIS SHEET FOR 0 CONCRETE SCREW REQUIREMENTS SCALE: 1/2'=1'-•0" (STRAP ANCHORS ARE NOT HORIZONTAL STACKING & OVERALL UNIT WIDTH IS UNLIMITED PROVIDING DIMENSIONS APPLICABLE AT SIIJ) - 1.2 3$ 3� A • 8 MIN. 1 8' THK A36 STEEL 1/4', GIL 5 SELF TAP/DRILL SCREW FULL 1 2" " C•-- MIN. 3000 PSI CONCRETE (1) 1 4" CONCRETE SCREW 1 1 2' 2 1/2•"• U LAIN. 16 GA. 33 NSI METAL STUD 1 4' GR. 5 SELF TAP ORII I, SCREW FULL 1/2" SPECIFIED ARE NOT EXCEEDED. NUMBER OF VERTICAL PANELS IS UNIJMFTEO BUT Lpuul,A MUST FIT INSIDE MAXIMUM UNIT HEIGHT SHOWN. NOTE: CMU IS APPLICABLE ONLY AT SIDES. `�e�QF',^'••••. yA'LjyI a•bS.��% o pl) c,.( E MIN. 0.90 CMU (1) 1/4- CONCRETE SCREW 1 I/4° 2 1/7._ J F MIN. 3000 PSI CONCRETE (2) 3/8" WEDGE/SLEEVE ANC110R 2 I/2' 3' ( I) CONCRETE SCREWS SHALL DE ELCO ULTRACONS, CLCO CRETE-FLEX, ITW RA MSET/RED HEAD TAPCONS OR HILTI KWIK-CON II (HARDENED STEEL OR S.S.). (2) DEUCE/SLEEVE ANCHORS SHALL BE RAMSET RED HEAD DYNABOLT. HILTI KWIK-BOLT 3, ON jy� FRODUCr [RCM:Y'YRD PTOUIICTRRVIBL•D NmN'IyI�Iy LSW a u a POWERS RAWI. POWER BOLT ((STF.fl OR S.S.) (3) ANCHOR TYPE i' IS ONLY APPLICABLE FOR USE WITH THE SILL ANCHOR BLOCK AT TIIC () VERTICAL DOOR MULLION BOTTOM END. / 4 WI IILC 1 4• I/AX. SHIM GAP IS SPECIFIED IN TINE SECTIONS, A 3 BS111M GAP MAY BF. USF.O AHNH IIw PIDHJD O� p171ue viNlW FImMD OurtMng CbUa Zi ti, o y 4 • IlwhliA�1_ o.��FFYW1vIZ Nu 30.2f�y •� z .��tA�y�a nuevlZq CNrt:prAwDzp��6,�.,,•,.'� `` a�i� 41 IC91F s 1633 B —a NaMIAm(T]�U2I4R4uUCmlroi-'S YlITH ALL SUBSTRATES PROVIDING THE SCREYlS ARE AS SPECIFIED IN THIS TABLE fXCf.PT THAT SUBSTRATE MUST BE 1/4"-14 GRADE 5 SCREWS --'°5=_1,,, ////FIA. A•••OOD i THE SCREWS TOW MIUD r 11 FRAME. Sf.RFlVS ORSTRM ANCHORSII ONLY RFOIIIRED A7II SIDE JAMBS WHENI OVERALL UNIT I IEICI ITII EXCEEDS 96" (TO DC. FRAME' OR STRAP - T.L. OF SIDE JAMB) - •- II PLACED AT MID-SPANCHOR SCREWS Y04ERF. OWN FOR OPENING TYPE II SEE "FRAME. ANCHOR ON IIQUIREMENTS TABLE" IIIS SHEET FOR SCREW•HEIGHT (STRAP ii ___ _ _NCHORS -PPLICADLI OF UNEQUIREMENTS __ ARE N01 - - II AT SILL.)--r II - II I II 16 1/4" MAX. D.C. (TYP.) ul�y4ryI'u3. lI',(p'� 1 1/2' 1 1/2' 1 1/2- 11/2' s' EXTERIOR ELEVATION MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY (WHEN ANCHORED TO STEELI SCALE: 1/Y•+1'-0" • FOR ALL FRAMING & D.L.O. DIMENSIONS AND ONIER INFORMAIION NOT SHOWN, SEE ELEVATION ON SHEET 1. ' IF SILL IS CONCRETE, SEE ELEVATION ON SHEET I FOR SILL ANCHORAGE REQUIREMENTS. MAXIMUM MAXIMUM ALLOWABLE PRESSURE D.L.O. D.LA. - PSF q UNIT LOAD (F/- PSF) HEIGHT 19IDTH GLASS GLASS 'I HEIGHT VROIH NON - _ RF.INFORCCD (IN.) (IN.) OPTON OPTION (IN.) (IN.) REINFORCED 1, 2& 5 3& 4 b - GG N/A 54.7 91 57 1 2 N/A 00 _'__- 54 N/A 60.8 _ g2 3 4 48 1 65 90 12.0 SD 1/2- N/A 65.0 _ —97 54 N/A BO 48 - N/A 68A 97 45 3 4 65 90 A _ 78.2 103 50 3 4 _ N/A 90 , _ A 90.0 103 43 1 4 65 90 A 63.2 109 48 N A 90 ' • _ N A 70.2 - 109 40 3 4 65 90 108 50N A 79.1--115 _ 45 1/2 N/A 90 - N A 79.0 SR 3 4•_. 65 -- - 90 -- N A 90.0 _115 _ N A 75.01.SEE ELEVATIONS FOR DIMENSIONING OF !fNj _ N A 83A D.LO. HEIGHT & V6DTH.102 2. ALLOWABLE UNIT PRESSURE SHALL OE 711E z�N N/A 89.1 A 90.0 LESSEROF THE PRESSURE SHOWN IN TI IIS96 THE VERTICAL 90.0 00.0 TABI F. k NIAT SPECIFIED FOR NOIFS. MULLIONS. 3. N/A" DESIGNATES A SIZE NOT APPLICABLE. t5� T w 1. SEE ELLVATIONS FOR DIMENSIONING OF TO 711AT REINFORCEMENT CONORION. ] H vle LOAD WIDTH. 2. ALLOWABLE UNIT PRESSURE SHALL BE ._. - I ��k THE LESSFR OF THE PRESSURE SHOWN IN THIS TABLE & THAT SPECIFIED FOR THE GLASS. .l, -N/A' DESIGNATES A SIZE NOT APPLICABLE TO THAT REINFORCEMENT CONDITION. o z 4. SEE SECTION H2/8 FOR DETAIL OF NON -REINFORCED MULLION & SECTION 111/B �o FOR REINFORCED MULLION. p 3's _ b4 �` S PRODUCTwVISDU '�(��,1'M/�/• - -- mwmrlYmywln�Ub^nl4nddn �j� nwcrrorwFlu��J�%.LO `�55��A Imuouogw 01 r ly-- Fes`_=�•a`.:.... a`e.Vi .n _ is a 2 y 21 N64mL(1ude PunnO CanVul Z15 0� �45j16'S' Z LL VRODucr RENevmn 6dldinaNdo%, —Q% •'�T4y �Lp� MaePlno� p - &0�.L'•�/AAM . 1633 am rro. 2 10 t"1�,1 eaormdnucbnrcal TYP. FRAME. OR STRAP ANCHOR SCREWS WHERE j •96' MAX. D.L.O. •--• - SHOWN FOR OPENING TYPE A, C. D OR E. SEE "FRAME ANCHOR REQUIREMENTS TABIF." ON SHEET 1" F�{I-17• MAX. O.C. 1 1/2- I 1 1/2" FOR SCREEW REQUIREMENTS (STRAP ANCHORS ARE NOT _ I I Al A7 A3 A43�U` LAPILICABLE2119-AT Slll.)4 1/2- MAX.— I- 2 1/7.' 6" MAX. —• ' - R T U2 THIS ANCHOR IS ONLY II REQUIRED WHEN DOOR II 2 1/7' OPENING WIDTH IS OVER Et E7 J B 3' 80' & SUBSTRATE IS CMU 7 7 8 II 6 --��-- _—.�-- _ �......._.:._�:.._=—_,t II // a .SIDE JAMB ANCHOR • _ - ' II // II I j G II II REQUIREMENTS, SEE 3� ' / II; I II a Il-u ELLVATIDN ON I o n 7 p / II I II 8 II FOR MAX. D.L.O. VIID, SHEET I.^ �� f SEE LASS PRESSURE rrT � I�i lGTABLE ON SHEET o SQ dz IIBIMI)-HEIGHT OFUNR 4' N 4' 'I a' u� �x�; K _� 8K a II I4 II y n ` I I 16H 7. I/2' �R I �oo 5' TYP. FRAME SCREWS II I,�----•---/ �I uulwu DI" - II WHERE SHOWN FT)R L I / II I aOxraacumrt 7 - z °�• N i r OPENING TYPE A, C, �-'I` // II rosne`� - I _ 0 OR E. SEE 'FRAMEANCHOR II I II / II i 5' I REQU REMENfS TABLE' III // II 411E LLa 8 I ON SHEET 1 FOR II BLOCK II SCREW RFQUIREMENTS-1 I II / > ISM. I_ „ -- -a— 3� .......... ..r_. a 2 1/2• u v7t -I- -I SEE ELEVATION ON SHEET 1 FOR 350 IR LARGE MISSIIE IMPACT- SEE MUWON END DETALS 16 1 4" CONDITONAL OMISSION OF THIS ANCHOR PRODUCIrp maw gJ $ m OUT -SWING DOORS & SILL ANCHORS ON SHEET 9 MAX (TYP. HEAD & SILL) n.n 111,uj Cb l�Si6�ImFlo�N" UNDER SF.PERATE APPROVAL O.C. Aacntrnro No �,tj ZB o EXTERIOR ELEVATION ALLOWABLE DESIGN PRESSURE P""U / a1q L STORE FRONT ASSEMBLY WITH DOORS & TRANSOM (DOOR UNITS) - ..9:g „(WH N ANCHORED TO WOOD METAL STUD COINCRETE OR CMU) +/-6- PSF -orma"atom." ♦♦♦♦♦�t�tll*� �� }� SCALE: 1/2"=1'_O• - -- ♦♦ Q�... • SINGLE SIDELIGHT SHOWN, MULTIPLE SIDF.UGITT CONOITION ALSO APPLIES Wljll ONLY THE DOOR/TRANSOM AREA & THE I Qti ••.L�j / w SIOEUGIR AT ONE. OR BOTH SIDES. PANEL SECTIONS DIRECTLY NEXT YO THE = VZ �• 6,�jF¢ • DOBILEDOOR CONDITION SHOWN, SINGLE DOOR CONDIRON ALSO APPLIES. DOOR ARFA•ME RESTRICTED TO +/-66 ¢ • HORIZONTAL STACKING & OVERALL UNIT WIDTH AS UNLIMITED. NUMRF.R OF VERTICAL PSF. FOR ALLOWABLE PRESSURE ON _ iu o Z G S PANELS IS UNLIMITED BUT MUST FIT INSIDE. MAXIMUM FRAME HEIGHT SHOWN. GLASS PANEL AREAS OF THE STOREFRONT 73 y O .4 �� `Ug ASSEMBLY AWAY FROM THE DOORS, SEE � 2 y Z 4 � � s GIA55 AND MULLION PRESSURE TABLES,rrtVS♦♦♦ W i` ON SITEE7 2. 4�6"by�•'P�Q�♦♦♦ LL m mmvlrinc rvitlitl9 FlaHJo - '/AA�F111111��1♦ 3 i I ' I I . .I i I I • I TYR FRAME. OR SIRN' ANCHOR SCREWS \'MERE SIIOWN FOR OPENING TYPE B. SEE 'FRAME ANCHOR I- 1 1/2' 1 1 2' REQUIREMENTS TABLE" ON SHEET I FOR SCREW' 17" MAX. O.C. —{I— Il�fff---II1---/ REQUIREMENTS (STRAP ANCHORS ARE. NOT APPLICABLE I Al A2 A3 4 3�yyyf yly J- 4- AT SR 4 I/2" MAX.. � ^ h G 6 6 ,rl •Ijl �I �I 9.I 6" MAX. -.._ _.. _....... .. .R .........._.... T / II El E2 J B 7 7 8 .___.._ _ _ FOR FIXED PANEL R r �Il I I(�`�- --" - `-11 II j Q SIDE JAMB ANCHOR II n / II I II j II RFOUIREMENTS, SEE f // II I II \ y II- I ELEVATION ON a II BIIEEr t. 'A MID -HEIGHT OF U IT 4 Sgm - III / II I II -q^ w r'aa� ui g t' p / II I II \�I II " �o�� uvula + I $(GiI =Vv0i \ o�P._C:_} WHERE SHOWN 0 FOR I IRMNia1cF40+i _ OPENING TYPE B. SF.F.��'•I`4 // I II abvosrt[ 'FRAME ANCHOR REQUIRF.MEMS TAILC'Il III // II II -.._ 11 rc '- S- II ON SHt_ET 1 FOR II I II / II II SILL E5 II SCREW REOUNEMENTSII I II / II II ANCHOR II 11 I II ♦ II II BLOCK w I.. �E z J PRODUCTRBVISOD ALLOWABLE DESIGN PRESSURE �1Y�g•dilulmlRoBJn V ee • 350 IR LARGE. MISSILE IMPACT SEE MUWON END DETAILS 16 1/4" n,dmlryl code z S 10 OUT -SWING DOORS &SILL ANCHORS ON SHEET 9 DOOR UNITS �M17Y7' 4- UNDER SEPERATE APPROVAL O.C.°W- l2odi EXTERIOR ELEVATION-1-/--65 PSF _ _� i ^ STORE FRONT' ASSEMBLY WITH DOORS &TRANSOM ONLY THE DOOR/TRANSOM AREA & THE. -f e�uolloeuacamrm$ (WHEN ANCHORED TO STEELI PANEL SECTIONS DIRECTLY NEXT TO THE •,1••"*' '• , ��` 6 #� DOOR AREA ARE RESTRICTED TO +/-65 SCALE: I/2'=1'-0" ` Q .. y PSF. FOR ALLOWABLE PRESSURE. ON �` • SINGLE. SIDEUCFIT SHOWN, MULRPI.F. SIDELIGHT CONDITION ALSO MPLIES WITH GLASS PANEL AREAS OF THE STOREFRONT P •••• 2 SIDEUGHT AT ONE OR BOTH SIDES. ASSEMBLY AWAY FROM THE DOORS, SEE = VS'4• ch ,LL 15 ' • DOUBLE. DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO MPLIES. GLASS AND MUWON PRESSURE TABLES �=� tw � {� w ¢� 4c � ' HORIZONTAL STACKING & OVERALL UNIT WIDTH IS UNLIMITED. NUMBER OF VERTICAL ON SHEET 2. psi S: p - %O� R. 'r� PANELS IS UNUMRED BUT MUSE FIT INSIDE. MAXIMUM FRAME HEIGHT SI IO N. • FOR A1.1. FRAMING & D.L.O. DIMENSIONS, SF.F. ELEVATION ON SHEET 3. i p1'ti ZiW PRooucvMlFN6w6o ��'�idby',•*pQp,�`�Q �. ewjaVa NS•�thlha Flmidn �JFAl111111111 A-0-n= 1P 53 l? 6 i A�v1G `°DNm 202 1633 8 91ECY ND. M�'� 4 of 1 G I i 17 1/2• MAX. O.C. 16 1/4" MAXn. . .$' .'?,:V'� v'}- -ti1LS?c4 -- A4 (AT HEAD) 6" MAX. - --- ----- 6° MAX. 3°\ E1 E23. E1 E2 a F THIS ANCHOR IS III U \\ arnF .� n �•: I a, J.. iH15 ANREQUIR CHOR IS II I II \ u ONLY REOUIRCD III II \ 7 7 t/2• ` ONL�A,-ED II I WHEN DOOR III II \ s I HE DOOR 114 I OPENING WIDTH I II \ II I OPENING WIDTH III II 's Is OVER fl0' I //IS OVER fl0' & 0 I I //SUBSTRATE IS III h \ II a SUGSTRATE. IS clAu CMU d I o5. 7- 711 ' 1 II I II II n o! II I II ------- P. }I-- I` ME CREMERAWHERE SHOWN. SEE TRAMF. ANCHOR II I II II 350 IR LARGE It°g"; I II I II ti 1. REQUIREM�NTS Q III / MISSILE IMPACT m C TAflII ON SHEET 1 h OUT -SWING DOO S $ I II 1 II nFOR NEOUREM;NfYY//S////. 14I I II // . II & SILL ANCHOR \ .�..- L-- -'='�'c� I (.//� APPROVALUNDER PERAT 6' MAX. ..I ..—. _ .. ..._.. rot- —96' VAX. D.LO./DOOR OPENING-- -•--96' MAX. O.LO./DOOR 0 --101' MAX. FRAME WIDTH (F.W- ....... —101' MAX. FRAME WROTH �.---J—�- ��-- EXTERIOR ELEVATION EXTERIOR ELEVATI STORE FRONT FRAMING WITH DOORS & EYEBROW TRANSOM STORE FRONT FRAMING WITH DOORS & 4 S 6' MAX. 6 4� i i y�_y11 Yl b��n I �e, vggi nw I �' ��n �nz -350 IR LARGE MISSILE IMPACT ~t 0 ' OUT -SWING DOORS & SILL ANCHORS UNDER SEPERATE APPROVAL Q �n cam z� u �` pa,1c i (pPPI ICABLE WITH ALL SUBSTRATES) (APPLICABLE WITH ALL Sbtjzummm3u ,y (DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONOMON ALSO APPUES) (DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLES) PRODUrrsUIVISED SCALE; 1 3°=1 ••0' lllllldL SCALE: t/2=1-04yh,ggwia,d.FWddo ndil(tlALLOWABLE DESIGN PRESSURE(DOOR WITH TRANSOM+ '65 PSF �—i sLasrye�— eniomia,.maM,Wac=,voL �� olaars I/4" MAX. SHIM AT EACH ANCHOR SEALANTS RY OTHERS (eA _ EXTERIOR 'FRAME ANCHOR 1/4' MAX, REQUIRF.MFNTS -SHIN AT EACH TABLE' ON ANCHOR SHEET I .......•�.- SEALANfS-. BY OTHERS IA 9 1/4" MAX. IIM AT EACH ANCHOR EATANIS-/ rr OTHERS "@' 4 SEALANTS OY OTHERS 26 26 - 38 x SEALANTS��, BY pTHERS\ - 1 4' MAX. SHIM AT EACH ANCHOR II( 1 SUDSTRATE BY OTHERS L-SNIM4AT FACI PER 'FRAME ANCHOR ANCHOR REQUIREMENTS TABLE" FRAME. SCREW PER ELEVATIONS SEC I N QI ON SHEET I CEO-�M, PER ELEVA a SCALE: 12 FULL 6 li ed °A'"" 4ffO SUBSTfiATC OY SUBSTRAIE BY OTHERS STRAP ANCHOR SCREW PER ANCHOR REQUIREMENTS TABLE ON SHEET 1 OTHERS PEN PER FRAME ANCHOR "FRAME ANCHOR REQUIREMENTS TABLEREQUIR' I ON SHEET 1 TABLE" ON MS SI ILET I N 1/2" MAX _1 1/4' M SPACE AX. SHIM AT EACH* ANCHOR �� 11 4 -SEE GLAZING _ DETAILS ON C —` EXTERIOR lB A2° "sHEET�e .- ALTERNATE SEC7ION O k SCALE: 1/2 FULL 6 .INSTALLED) (STRAP ANCHOR INSTALLED) -SUBSTRATE BY OTHERS PER FRAME. SCREW SUBSTRATE BY FRAME ANCHOR PER ELEVATIONS OTHERS PER REQUIREMENTS FRAME TABLE' ON 1/4" IM. ANCHOR MS _-_ SHEET I �H MICHOR CH TABLE" ON __. SHEET 1 SFMANIS a Yri� I z�m $ R � r°K Ftt DTIIERS Q, - 40 / 19 _ 23 '\EXTERIOR `SEE GLAZING,. � �EE CULNC$$' DETNLS'ON±:, , I SECTION DErAILS ON � :,,,DETAILS' .`^ ..-- SCALE: I/2 FULL SHEET 8 z Ll zm iS , 13 WHEN THIS HEAD SECTION IS USED, THE RIOR 1. SEE GLAZING DETAILS ALLOWABLE DESIGN PRESSURE ON THE T ON SHEET 8 ENTIRE UNIT SHALLpff Mpvjp�SIAXIMUM � R R _ +/-65 PSF. w—glyNgwlhil.rkdd, A nl®°oNC.ft� 28 ._ Ilvirp'l-4/zp29 nonamacou22-�S- SEC. FOOTNOTE I BELOWI ANCHOR REQUIREMENTS TlQ7LhodonC Intl \ II SHEET I FOR THE OPTION O`��L411'1K.,�,rA/// _ ILAM A 3/8- PERIMETER S GAP W LIEU OF THE 1/4'��Q�r'In � ' ., �2 i SPECIFIED w 7HFSF. SEC;_ U j?ys• m o �y SUBSTRATE. f0' OTHERS paODUCr PZW-%i U �y % z PER FRAME ANCHOR py4^a..im ih Hmim REQUIREMENTS TABLE' aoRsliocr 3�S�N••.QQO�N�� SECTION O ON SHEET 1 Ayr ///1111111L�``` SCALE: 1/2 FLUL6 o gg 3.f y c x 633 B sxrcr xo. All NOT SHOWN, SEE SECTION C1/6) t0,'ur prxr yrrera Crrvo 6 �- 10 1/4- MAX. SHIM 1/4' MAX. SHIM Al— FRAME WIIITIi--- -I I AT FACII ANCHOR 1/4- MAX SHIM AT-1 (---FRAME. WIDTH— -� EACH ANCHOR I EACH AA TOR /� SUBSTRATC BY-,,7. — - FRAME WIDTH — SUBSTRATE BY -U 03 OTIICRS PER OTHERS PER 'f' 'FRAME ANCHOR RAME ANCHOR 22 _ REQUIREMENTS SEE GLAZING @ NTS TAKE" REQUIREME ME ON TABLE' ON n %HF..E1 I DETAILS 8 N SHEET I .��..c FRAME �- F,RAME ` . SCREYI RER. .. •- ELEVAI PER .._� ETdEV11 O1 WS " EXTERIOR ..-1 SCRfY10N5 -SEALANTS _ EXTERIOR SFAIANTS BY OTHERS BY OTHERS SECTI' _ =D1s _..- _, SECTION Oz SCALE:j1' zaFULL SCALE: �/22 NFL 7 ;(FRAM SCREIV..I TALIE�) 1/7" MAX• —..{_ 'SEAlANiS SEE FOOTNOTE 84 BELOW SPACE 1 BY OTHEflS ANCHOR REQUIREMENTS TABLE ON ALTERNATE SECTION DI SHEET 1 FOR THE OPTION OF rSCALE.- 1/2 FlJIL 7 HAVING A 3/8' PERIMETER SHIM EE GLAZING (STRAP ANCHOR INSTALLED) GAP IN UEU OF THE 1/4" SEE GLAZING DETAILS ON SPF4FFIED IN THES_E_SFCTIONS. ® DETAILS ON SHEET 8 SHEET 8 90 ___ BC 1/-I ANC TOR AT FRAME WIDTH---• -1r- -� SUU IRATC BY -- . _ OTHERS PFR 10 17 FRt�ME ANCHOR {jam— 071 RF.ONIREMENTS 'ABLE. ON 41 SHEET 1 0 3 350 IR LARGE. MISSILE. 4A IMPACT OUT -SWING • I.._. _ _ JI lt 6A 21 SLPERA ENAPPROVAL IF..��,I 1 5 - -__ - 1I I LE s-•k,+a;r� a -u•� ::, I �' I II. II Irz •1 O PERS L II II 350 IR LARGE MISSILE 1 II TVAT ONS EXTERIOR I I IMPACT OUT SWING C� I DOORS UNDER ILL j,�JI SEPERATE APPROVAL it II 350 IR LARGE MISSLE SEALANTS `l— EXTERIOR `SSSiXYI I I r_ � f IMPACT' OUT -SWING BY OTHERS .� Fi , F)(TERIOR I I I DOORS UNDER U!4 II _, I SECTION F _ 'nil r I� q nI SEPERATE APPROVAL y �j y{fffj� j---�tll SCALE: 1/2 FULL 7 - I r PRODUCT1.1r'M0 PILODULTMVISLD :31% Plyinp.•,I�Nlhn Floddn mplylog 1a,d.I•Wddd s �, SECTION E1 � 3^0�3 — �n eingcodo%ebb nulwum cbd° n«.yP�mwy:o� SCALE: 1/2 FULL 7 nRCPlmlo Rn $02 Gfa o!Uo 29 L�- SECTION F2 DP �� D4wl adc Product Cbnnal t0212i oCC YcoEun l'o � SCALE: 1/2 FULL 7 _ SEE GLAZING DETAILS ON SHEET 8 is EXTERIOR S a N �n,tnj Ii I a5oo �gg w 3 ' Z ¢dam ,ul ' 1V Fz gqdFz 5 5 �341• it 4` �� a o:o` iy 6 T1, .11 1 1633_ 13 FRAME WIDTH -(I 6A 19 — Q90 � ' _... ss 14 1 r 01-B EE GLAZING EE GLAZING DETAILS ON DETAILS ON EE GLAZING A SEE GLAZING 15 DETAILS 9 350 IR IARGE MISSILE SHEET 8 SHEET 80 . SHEET 8 DETAILS ON EE D.AJL fl S._ IMPACT OUT -SWING SHEET 8 DOORS UNDER SLPERAIE APPROVAL 0a, 39 .10 C39)- ' Dui EXTERIOR 7LURCOR @ ( EXTERIOR SE ION lkl CALFLION (NON -REINFORCED MULLION) SCALE. 1/2 FULL SECTION S III FULL s SECT SCALE. 1/2 (REINFORCED MULLION) Lg SEE GLASS SEE GLASS CONTINUOUS WOOD MEMBER OPTIONS BELOW DOW 995 OR OPTIONS BELOW LESS IN THICKNESS THAN A PROGUVZE SSG DOW 995 OR FJ(fERIORTREMCO _�XTERIOR TRFMCO 2X_ BUCK TO BE MIN, 4 1/2- t SSG DEEP (NOT REQUIRED WIZEN PROGIAZ SHIM SPACE IS WITHIN -SUBSIRATE BY OTHERS 5/8. ALLOWABLE DIMENSIONS SHOWN PM FRAME . MIN. BITE 1A IB IC 5/8" MIN. BITF.-T BC Is W. IN SECIIOH 2 10 2 4 209 V 8A Z 1315 19 Lz SEALANT 34 OTHERS FRAME SCREW TYP. GLAZING DETAIL Pl� ELEVATION w (VET GLAZED: SINGLE GLAZING BEAD CONDITION) 11P. GLAZING DETAIL& FRAME w o GLASS -OPTIONS. (WEl-GLAM (WET GLAZED DOUBLE GLAj,ING BEAD CONDITION) ANCHOR OPTION 1, 9 �:: THICK jAMNATE GLASS BY EASTMAN (1/4- IIT. ST./0.09 REQUIREMENTS m z SAFLEX PVB/l/4- HT. ST.) TABLE" m OPTION 2. 9/ THICK AM�N= GIASS BY DUPONT (1/4- Hr. ST./O.Og DUPONT BUTICITE PVG/1/4- 11T. ST.) A PnQN 31 9/16" IIIICK LAMINATED GLASS BY DUPONT (1/4' HT. ST./O.09 DUPONT SG/1/4' HT. ST.) OPAON 9/16" THICK LAMINATED CLASS BY EASTMAN (1/4' ITT. ST./O.10 SAFLEX IIP/I/4_ HT. ST.) 'd OPTIONAL DIRECT MOUNT DEW SEE CLASS TO SUBSTRATE WITH SPACE 9 z M ---- J_� • HEAD SECTION SHOWN WITH HEAD FRAME PART JIB; SILL OPTION BELOW SPIDES'WITH OTHER APPLICABLE FRAME PARTS MAY IIE INSTALLED A E-Xlff kfDq 31 30 HE SAME (NOT APPLICABLE WITH STRAP ANCHOR INSTALLATIONS). (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 1/8. MIN. BITE 0 1A I 29 10 EIA EIA 13 15 • 19 'a PROD1117MVISHID TYP, GLAZING DETAILwmlalm.aHo .varl 1� 3 �1: of -C z (DRY GLAZED: SINGLE GLAZING BEAD CONDITION) L01'3� 10, 6 ti cz - .28 lo%.� 7- Z GLASS OPTION (DRY GLAZED) - OPTION S' 91 THICK LAMINATED GLASS BY DUPONTNi. IL7 4' HT. ST./O.09 DUPONT SG/1/4- HT. ST.) 8 10 1 4.952 4.952 2,869 --1 1'- 2.500 --I MULLION ION END CONNECTION DETAILS' AT VERTICAL ^��• MULLIONS ALONG SIDE DOORS I(h�II I( //�� (IYPICAL AT SILL ONLY)�� D o.090- to HEAD FRAME 0.020 - o.n90 10 0 (RECTANGULAR - � � I o.lzs • -I 5' 10 SILL ANCHOR UNITS) L-- - LRSL __...__ 5.000 MAX. 3•_- " 3• BLOCK iD }IFAp FRAME (RECTANGULAR UNITS) 1C HEAD FRAME (RADIUS � -- ICE -- � >� �----� . - & RECTANGULAR DOOR Slll '" - I M1.952 - • _ .._. _.. ... 0.125 - 4.952-- $ I -- - 10 HEAD FRAME ---0.090 3 DOOR n IIJ _ O(RECTANGULAR r OEM@ 0.090 "� ANCHOR TYPE "t' UNITS) � . •_r' -- 5•1100 0.090 - - I 2.500 SILL ANCHOR ANCHOR TYPE FF-1 1 4.952 (3 ANCHORS PER SILL ANCHOR BLOCK) •� --- I O� III I 1594 3�c �-�.-J._.L 5I1\Ili � N r 0.075 J` W 3 0.090- 0.172 _._.-5.1R8_ _ ._.__..._1___. 4s�`4'w 10 11 3.00D ..['-'•I 0.100 1.500 1 LISP _ 1' IdIN. BSILL LOCK MCIIDR I I 3.000 NP tjUty �1 @GLASS DPci �z� DOOR SILL 6A TRANSOM BAR WITH FlN O5 HP SILL FLASHING -- --� F 4.764 I 4.952--� 0.844 0 0 0 T 1.250 i- i 0.090 IO.090 � � 1 ANCHOR TYPES 0.I88 2.500 �-- 2.500 1.850 1.640 SILL ANCHOR •B• & •B• _1__ � el 0.070 ANCHOR TYPE B 0.125 1 -ii- 8C GLASS �q �'a� (4 ANCHORS PER SILL ANCHOR BLOCK) 88 GLASS .STOP HORIZONI& �IQe 3 68 C.O.C. BAR WITH OUT FIN 0/p " 10 O.,T57 - 0.265 DIA. HOLES -� I- GP..i� ..... ..... 1.646 3 DOOR SILL T i � ""'•• � 0.080 4.656 _ P'' •1•b': - vly4,� R. o 4L a o) 2 - 0.497 - 1.000 1.000 - - 1.000 ••- 1.000• ; -� O _._._ go COVER 11 ANCHOR BLOCK AT i2�'• Z r9onucrKEN6�YEn %i b''•.............. ANCHOR TYPE •A' 11 Ory•�.vim 1a elo.lao jj00R JAMB SILL AN HEIR uwiams coax ,1 ••� ,4 P1tODUC7RIN196U ��Il11111L�M1L� SILL ANCHOR ru<mlmmr+o_15 3�• L� m wfyme•H1h 9uNIaAUu ANCHOR TYPES A & D BLOCK --{ 1.455 ym /2a2q nm'mn oaa ��} p¢�p 633 6 (7 ANCHORS PER SILL ANCHOR BLOCK) 10 DEEP POCKET FILLER -- mi, -u, °AT S1 ko i a mNO�n I it ITEM fl _ ITEM DfSCM1910N ER )ARD PUSH ON GLAZING GASKET EPOM (OUNOMETLK - Au) (PLAIT e027_074) 4G BLOCK _ EPOM IOR FIXF.D GLAZING CASKET D I (OUROMEItIi = SPONG (PARE 812lio_m ) 80R PUSH IN GIA2INO CASKET EPDM (DUROMETER +• 76) (PART 1127-147) ET - _ fPOM OUROAIETER = 70) MAL SEPARATOR _ EPOM (OUROMETFR ?-7� NG BLOCK EPOM _ _,- _ FASTENERS 12 % 7/I6',S.S. PHiF SCREW I.5' A, 4.5" FROM EHIS h )6 1/4" MAY O.C. _ 12 % 5/ 8" AS. PIRF SCRF3Y 4' FROM ENDS (7. ROWS) % 1' S:S:.HWIRF. SCREW S FROM Tom__. 10 X 1 2" S.S. FIITF .SCR,EW _S FROM ENDS 8: AWf. IB' 10 % 1 5/8- S.S. niTF SCREW 1' FROM ENDS; 4 GROUPED 'I I _ U.D20 1.748 0.645 I- 2.500 - 0.13M1 1.000 •+`Fn F --I I 1.0631 T �J a 4.282 0.408 I_.-- --i 16 - ... 0.080 2.710 �c 16A STEEL REINFORCEMENT T 4.656 5.000 0.134 1.096 17. DAFLEC 0 - [ -0.090 O - PLACED AT HORI7.ONTAL Qy POCK MID -RAIL GW-.INf CAVITY INSERT ENDS �^------ 4.494 . I- --- 4.656 -- - „-. o.oeo 66B STEEL REINEOCEMEHI 2 I �-!-jJ (9 FPOCKET ILLER 1 S ppCKELMULLION 0252 0.0620.900 INSERT 9-O a 2.000 -3.650 0.100 � 1.080 rn -�o I_..- 1.2ez tT_ D.062- -1.484 TF 73 SNAP -IN 1�" O,STir � 0.070 �_� I W 2.500 _L = 8� s --2.500--- -I 20 DOOR STOP 71 SHEAR BLOCK �0.458 I p4oci 16 PRESSUREPLA19 PRESSURE PLATE COVER 0`fl1 un.,r -1- 0.921 �n -{ �-•-0.250 ._ _ .. .._ _ 0.493 I I -0.067I--0.29R 1.500 f -• - 3.000 r --I 1.500 --I 1.500 -- O28 PUSH ON 30 INTERIOR FIXED o io GLAZING GLAZING GASKET G GASKET �3 €€3. . STRAP ANCHOR SHOWN IS FOR A m 3 S II 2 SCREW PER ANCHOR ._ • _ -- - �a �g f CONDITION. 3 SCREW ANCHOR _ _- @ f -CONDITION REQUIRES A fl' LONG 6.434 0.674 cp €3r ANCHOR. 4 SCREW/ANCHOR 1- - --CONDITION REQUIRFS A 12" LONG l P u -ANCHOR. CON y4IS ANCHORS MAY - - 0.691 o " BE CLUSTER O SC FOR OR --1 30 -CLUSTER OF SCREW OR BE L --SEPERATE FOR EACH SCREW) 0.000 -6.000, 9.000 OR 12.000• -• =3.000 31 EXTERIOR RRIOR PUSH MIILT1-SCREW AtLoQ6 SINGLE-scREw ANCHOR GASKET e c`�7 0 0 N I--- - 0.857 22 C c 2 d- STRAP ANCHOR c i. °L' a - =`I a o� z ,DDCf M'VISGU 2. , Z N �..�p 41plyloy 'glln l4uAJa PAODb O: LY IVA'TlodJa t neCWe i1L1. �O.'7 �j oWSLnv •M �.J r•' `. '. pluiwNa -�� 13OJi 9cl, o 30 16 .... � ,ryienOme /2a2e� e"rnl o u e o 0 9 ��dbM i1P2a��`` 1633 8 / f/flnlnitt sxm Ko. 8T14b'a crom.r 10 10_ 1,� UaJc l4oJt=i Cunmd 7 •. MIAMI-DADS • DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Schlage Lock Company 6810 Hillsdale Court Indianapolis, IN 46250 SCOPE: This NOA is being issued under the applicable rules documentation submitted has been reviewed and acce used in Miami Dade County and other areas where al This NOA shall not be valid after the expiration dat (In Miami Dade County) and/or the AHJ (in areas otl or material tested for quality assurance purposes. If tl manufacturer will incur the expense of such testing; of such product or material within their jurisdicti< determined by Miami -Dade County Product Control of the applicable building code. This product is approved as described herein, and ha: including the High Velocity Hurricane Zone. DESCRIPTION: SteelCraft H Series Single Flasl APPROVAL DOCUMENT: Drawing No IRF 801 through 13 of 13, prepared by the manufacturer, date Thomas Gordon, P.E., bearing the Miami -Dade Coin number and expiration date by the Miami -Dade Coui MISSILE IMPACT RATING: Large and Small Limitations: 1. See Design Pressures, Sizes, Hardware and Watei drawings. Lower design Pressure shall control the 2. ElFom P200 (Polyisocynurate) is by Elliott Comp 3. Use of Ives Viewers (model U696/U698) is limite 4. ElectricaVElectronic functions and Fire ratings ari approved by ARE LABELING: Each unit shall bear a permanerlt labe and following statement: "Miami -Dade County Prod RENEWAL of this NOA shall be considered after , in the applicable building code negatively affecting TERMINATION of this NOA will occur after the materials, use, and/or manufacture of the product or sales, advertising or any other purposes shall automd this NOA shall be cause for termination and remova ADVERTISEMENT: The NOA number precede, expiration date may be displayed in advertising litei in its entirety. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 (RER) Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.covlecouomy d regulations governing the use of construction materials. The ted by Miami -Dade County RER -Product Control Section to be awed by the Authority Having Jurisdiction (AHJ). stated below. The Miami -Dade County Product Control Section r than Miami Dade County) reserve the right to have this product s product or material fails to perform in the accepted manner, the id the AHJ may immediately revoke, modify, or suspend the use L RER reserves the right to revoke this acceptance, if it is ection that this product or material fails to meet the requirements been designed to comply with the Florida Building Code, Outswing Commercial Steel Door w/wo Panic Exit-LMI Rev L, titled "Steelcraft H series Single Flush outswing", sheets 1 105-20-07 and last revised on 08/11/15, signed and sealed by ty Product Control Revision stamp with the Notice of Acceptance ,ty Product Control Section. Missile Impact infiltration (Threshold types) limitations in sheets 1, 2 and 5 of the assembly. my of Indianapolis. d to +/-75 PSF. not part of this approval, such functions to be reviewed and with the manufacturer's name or logo, Cincinnati, Ohio and Series .ct Control Approved", unless otherwise noted herein. renewal application has. been filed and there has been no change to performance of this product. Kpiration date or if there has been a revision or change in the process. Misuse of this NOA as an endorsement of any product, for ically terminate this NOA. Failure to comply with any section of of NOA. by the words Miami -Dade County, Florida, and followed by the iture. If any portion of the NOA is displayed, then it shall be done 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 & renews NOA #13-1217.16 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No.15-0826.23 M I AAM1 ADE COUNTY Expiration Date: May 05, 2017 Approval Date: March 31, 2016 Page 1 Schlage Lock Company CE: A. DRAWINGS 1. Manufacturer's parts and sections d awings (Submitted under file as below). 2. Drawing No IRF S07 Rev L, titled"Steelcraft H series Single Flush outswing", sheets 1 through 13 of 13, prepared by the manufacturer, dated 05-20-07 and last revised on 08/11/15, signed and sealed by Thomas Gordon, P.E. B. TESTS (Submitted under files#13-121 .16/ #12-0305.14/ #10-0209.07/#07-0829.04) 1. Test report on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Large Missile Impact Test per FBC, TAS 201-94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 5) Forced Entry Test, per PA 202-94 Along with manufacturer's parts and section drawings of Single outswing steel doors w/ Stainless steel continuous Hinges & modified Iat stiffeners, marked by Certified Testing Lab, Test Reports No(s). CTLA-3045W dated February 16, 2015, signed and sealed by Ramesh Patel, P.E. 2. Test report on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Large.Missile Impact Test per FBC, TAS 201-94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 5) Forced Entry Test, per PA 202-94 Along with manufacturer's parts and section drawings of double outswing steel doors w/CVC panic exit and Peep hole, marked by Element Material Technology, Test Reports No(s). ESP011623P dated May 14, 2013, signed and sealed by Jason Sheen, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94. 2) Water Resistance Tes� per FBC TAS 202-94 Along with marked -up drawings and installation diagram of double steel commercial doors, prepared by National Certified Testing Laboratories Inc., Test Report No. NCTL- 210-03-0514-11, dated August 31, 2004 , NCTL 210- 03-3511-1 dated 04/09/08 and NCTL 210- 03-3549-1 dated 08/26/08, all signed and sealed by Gerry Ferrara, P. E. Note: Test report No(s): NCTL210-3549-1 and NCTL-210-3511-1 have been revised by an addendum letter, issued by Lab, dated #eb. 04, 2009, signed & sealed by Gerard J. Ferrara, P. E. 4 Test report on � 1) Air Infiltration Test, per TAS 202-94 2) Water Resistance Test per FBC TAS 202-94(Not conducted) 3) Uniform Static Asir Pressure Test, Loading per 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 PA 202-94 Along with manufacturer's parts and section drawings of double flush outswing steel doors, marked by National Certified Testing Lab, Test Reports No. NCTL-210- 3580-2, dated March 25, 20095 signed and. sealed by Gerry Ferrara, P. E. , ' . L'h �� I haq I. Chanda, P.E. Product Control Examiner NOA No. 15-0826.23 Expiration Date: May 05, 2017 Approval Date: March 31, 2016 i E-1 Schlage Lock Company N • B.* TESTS (continue) 1 5. Test report on (submitted under file 1) Air Infiltration Test,1 2) Uniform Static Air Pi 3) Large Missile Impact 4) Cyclic Wind Pressure 5) Forced Entry Test, pit Along with manufacturer's parts and sec marked by Certified Testing Lab, Test I CTLA-975W dated Jan 23, 2003) CTL 28, 2003 and, CTLA-1086-W dated N signed and sealed by Ramesh Patel, P.E Note: Test report CTLA-1035W has be and sealed by Ramesh Patel, P.E. 6. Additional Reference test report No k 07-0829.04) ,er TAS 202-94 assure Test, Loading per TAS 202-94 Test per FBC, TAS 201-94 Loading per FBC, TAS 203-94 r PA 202-94 tion drawings of double glazed outswing steel doors, deports No(s). CTLA-776W dated February 20, 2002, k-882W dated Aug 29, 2002, CTLA-1035W dated May �v. 17, 2003 and CTLA-1107W-3 dated June 30, 2004, all revised by an addendum letter dated Feb 20, 2009, signed -1107W for strap anchor qualification. C. CALCULATIONS: 1. Anchor verification calculation comp ying w/ FBC 2014(51h Edition) dated 08/10/15, prepared, signed & sealed by Thomas Gordon., P.E. 2. Hinge Load Evaluation report dtd 01/04/04, prepared, signed & sealed by Thomas Gordon, P.E. (Submitted under file # 10-0209.07) D. QUALITY ASSURANCE BY 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (sub 1. Material composition & Flammabil' P25C-60 core by Pyrophobic System chemical consultant. 2. Material composition & Flammabill Silicate mineral block, issued by M 1 3. Test Report No.12-11177, Nov 29, 2 Flame spread & Smoke. density Chan "Elfoam P200", issued to Elliott Co. 4. Test Report No.16206-122543 (10151 Characteristics of Bldg. material" per . "Polyisocyanurate" issued by Omega 5. Tensile test report # CTLA-776W (0. Division, sheet samples, tested per A 6. Test Report No. 3094867SAT-001, April 13 Building material" per ASTME84 and self -I Atlas Roofing, re -named as "ATLAS EPS' miffed under files #13-1217.16/#10-0209.09) y properties and Material Safety Data sheet of Pyrophobic LTD, dated DEC 05, 2010, issued by I. Zhvanetsky, properties and Material Safety Data sheet of Calcium hfield Door Sys, Inc., Marshfield. WI 54449. ?12, issued by Commercial Testing Co. for "Surface cteristies of Building matetial' per ASTME84-12 for if Indianapolis Inc. '200(3)), dated November 29, 2004 for " Surface Burning A9TME84 and self -Ignition per ASTM1929D for 'oint Laboratories, Inc. to Elliot Co., Indianapolis, IN. 94H), dtd 02/25/02 prepared by CTL, Architectural )TM E8, signed & sealed by Ramesh Patel, P.E. 2006, issued by Intertek for "Surface Burning Characteristics of nition per ASTM1929D for `BPS", issued to Falcon Foam, a Div. of Is aq 1. Chanda, P.E. Product Control Examiner NOA No. 15-0826.23 Expiration Date: May 05, 2017 Approval Date: Mareh 31, 2016 Schlage Lock Company E. MATERIAL CERTIFICATIONS (c ' 7. Tensile Test report No. Al 03 W 1- sheet, prepared by Certified Testis 8. Test Report No. 3094867SAT-0( Characteristics of Building materi "BPS", issued to Falcon Foam, a I F. STATEMENTS: Except items #1, bal6 1. Letter of conformance to FBC 2011 signed and sealed by Gordon Thom 2. Statement letter dated Nov. 26, 20 Donlan, Compliance Engineer. 3. Ingersoll—Rand press release, dated Schlage among others. 4. Department of State Certification c as a limited liability company, acti, 03/17/06 and filed with the Secreta 5. Certification of Formation dated 1: Secretary of State of Delaware. 6. Statement letter of conformance to prepared, signed and sealed by Got 7. Laboratory Compliance statement 8. Addendum letter dated DEC 19, 2( strength of grout, stud anchor, Stril marked -up drawings, signed and sE 9. Letter of certification dated 04/20/ mechanical /functional parts same tinue) st 1, 2 & 3 dated 23 APR 03 per ASTME-8 for steel face laboratory, signed and sealed by Ramesh Patel, P.E. April 13, 2006, issued by Intertek for "Surface Burning ' per ASTME84 and self -Ignition per ASTM1929D for ✓ of Atlas Roofing, re -named as "ATLAS BPS'. nced items submitted under files #13-1217.16/#10-0209.09 1 and "No financial interest", dated 08/18/15, prepared, ,as, P.E. 3 issued by Ingersoll-Rand for name change, signed by Jim G. OTHER 1. This NOA revises & renews NOA 2. One year conditional approval, sub 3. Request for 1-Year renewal by Schl 4. Test proposals # 14-0252, -0254, #: 5. Consolidation Test proposal # 06-2 6. Previously consolidates NOA (s) a: 02-0712.01, 02-0712.03, 03-0908.0. 7. Technical brochures of butt Hinges Supplied by Schlage Company (for 12/10/12, integrating the brands of Ingersoll—Rand and Reinstatement for SCHLAGE LOCK COMPANY, LLC and organized under the laws of the State of Florida, dated of State 08-2003 of Schlage Lock Company, LLC, issued by UBC 2007 and no financial interest, dated FEB 02, 2010, Ion Thomas, P.E. >sued as -part of the above test reports. 11, issued by Certified Testing Lab verifying wire anchors, .e plate and MA series Mortise Lock, supplemented w/ aled by Ramesh Patel, P.E. 0, issued by Ingersoll-Rand for electronic CO lock series is AD, ND and AD-M series. 913-1217.16, expiring on 05/05/17. ected to successful verification test. age Company dated 02/02/16, signed by James Donlan. 4-1086, #14-0254-R1 and #12-0797R approved by RER. 168, dated 04/27/07 approved by BCCO. sociated with this files are NOA #10-0209.07, 07-0829.04, s, 04-0203.03, 04-0303.03 and 05-0103.01. continuous Hinges, Schlage & Falcon Mortise Locks, ner Ingersoll-Rand). E 3 L�ln� I � - C'r, -- Ishaq I. Chanda, P.E. Product Control Examiner NOA No.15-0826.23 Expiration Date: May 65, 2017 Approval Date: March 31, 2016 MORTIOSLOOKOILTWIT14 CYLINORICALL009681 CYLINDRICALLOOKSET CYLINDRICAL LOCKSET SURPL CON CEAL.. VERTICAL R E V I S I N S DEADBOLT FUNCTION 1/2"THROW LATCH 1F2'THROWLATCH V4•THROW LATCH I ROD EXIT DEVICE ROD EXIT DEVICE LTR DESCRIPTION DATE APPROVED MAX. UNIT mmH TYP.•5r A APPROVAL DWG YMF 05/20/07 D 'REVISED DWG YKF D1/04/08 pp tt E REVISED ➢VG YKF 03/31/08 '8 0 I 3 I u u I o II F REVISED DVG YMF 06/02/08 __ G REVISED DWG YMF 01/20/10 H REVISED DWG YMF 04/07/10 oil ii °�i� womw I J REVISED NAME JPD 11/Dl/13 P o ° REVISED DWG JPD 02/01/I5 L REVISED DWG JPD 05/05/15 b 1R b 6 6 �I CYLINDRICAL RIM L L DEADLOCK EXIT DEVICE if — xu mIr wmx rn..ar — ' /S' MAX. DOOR 4B' MAX. Da00. 45• MAX. ODOR 4B' MA%. D000. 14— ES' MAX OOOp OB• MAX DOOR g{ZY OPENINGWIOTH OPEMNOWIOIX 0 E ING MOTH OPENING WIDTH OPENING WIDTH pp OPENING WIDTH P tosa uowimn Pim __ __ 2 3 3 �t�� H 369 � A 5 t75 � 5°#° I a u t xI 8 �i z I MAX.UNIT _ g w, In MOTH TYP. 52. I u O rF $ $ I dp� __ __ z -- 4B'MA%.�. 45•NAXOODR .� 'orlf � � rL1 O 4i° o'� dal DPExIu°wmTH & oPENWGwmTH 0 0 u $ � $ � 6 ' j ' I ' PRODDCER6WLgp ((1 L L .�PgMpwlRyileNy .46710( � II4w4m4 Coh *: r 4B• MAIL DOOR 40• MAX. DOOR 4V MAX. DOOR 48• MAX. DOOR I 4B• MAX DOOR AtaIXaMNP -G 2c•:j Q/ q OPENING WIDTH OPENINGWIDTH OPENINGWIDTH OPENINGWIOTH OPEMNGWIDTH E•M.a1b OI. s zI% p _ gy _ p� ••Hn . p ' ona ma'b"xr P .�wc'x4 wN'°" i,' 's ... ii .. P• '�,`�'T4 P,rLxan.n I 7 e=Eaom u= B o*��m 3 R 9 3 t t t� 2 2 aan a4nlus MANUFAL�GiiIM± FACILITYI a. ..vuo ea .oL. mm arr ..0 •� m SCHLAGE LOCK COMPANY, LLC STEELCRAFT THREE-POINT LATCHING RIM�M , RIM MORTISE I L•XITALARMa 6810 HILLSDAL.E COURT 9017 BLUE ASH ROAD EXIT DEVICE EXIT DEVICE EXIT DEVICE EXITOEVICE LOCK --�- INDIANAPOLIS, IN 4623D CINCINNATI, GH 43242 COMPLIANCE STATEMENT: TQw AMAE PBGIEDfin1 D STEfLtA T H C E8 T D F S MN O S 1. THESE PRODUCTS HAVE BEEN TESTED TO HVH2 PROTOCOLS TAS201,202 a OXAV MAY MiH MD MTHWT P4MC ODT DEVICES 203.94 AND COMPLY WITH THE CURRENT FLORIDA BUILDING CODE. I YMF MIAMI-DADE COUNTY PRODUCT APPROVAL NOTES: CWEXEn FLUSH OUTSVANG DOORS AND HARDWARE CONFIGURATIONS 1. INTERIOR VIEWS ARE SHOWN FOR ALL ELEVATIONS COMMERCIAL DOOR OPENING SINGLE FLUSH DOORS. 2. SEE TABLE I ON SHE ET 2 FOR HARDWARE APPLICATIONS AND LIMITATIONS ��Ey E I' 16EE SHEET3613 FOR HDIGEREOUDTEMENTS nv IRFS07 L 4. SEE SHEET 4 FOR ANCHORING TYPES ANG LIMITATIONS S. BEE SHEET I FORWEATHERSTRIPPING INSTALLATION DETAILS AND LIMITATIONS JPD N^�° "'iLO NTS AUT❑CAD a 1.F 13 fi. SEE SHEET 4 AND 6 FOR SILL INSTALLATION DETAILS r Ma.lmum Mdpn Pra m. Ma.lmu1 Door D4T4 Loeklnp H.rd dP00n eo Dr PeP OOonlnp ela,In. Comm.nb P.M. Na0v0w WIdN HOlphl Hardware Pamlly ModeUOadee Blrika Motlele .rand 75 75 40 e0 Mallae Lod, ULVpa00JAD MD 18072 16cNe9e Fun —w4h Y4'vdrt NmvJ IaIN a I 70 75 4a 9a Malin. LOQ M AN51 Fokan V mb.-dead0o11 2 00 lyllnddcal letl, AL I6Wape 1R'1Nav141N 65 6a 66 IM25 3 8fi 05 a5 90 CySMded Lock OJNDJAD CYL 16026 I6cNo0e 1D'lNewlalch 7. TO 4e of r wdwl Lock DINWI (NL 1D026 16cMepe Y4'I—Nth -' 4 99 Cylinddcol Lnch 70 75 40 T ANSI I Fak4n YC I—lakn Swtace Vedkal Rod 9&9827(F) 290FJ4BBF Top. y4n Dupin TO To 40 09 Eail M d. 304U24L4 Ballom i 5 70 as 98 eudaw Vankal Rod (F)25-V 310E Top, 2130 84llom II FOkw 70 E,d1 Oadw 40 29 Cancealod Ve4kal pp7F (pp1 330 Top• 305A BOU_ DWIn 70 70 Rod E.il04dce Von 6 Conwtl Vedkal F45C 119a 1,. 21...11— IFelcon TO To 4a pe Rod Edelel DNLa Tl P,*4 L dit 21FAMF ToP"-" T 70 TO da O9 OWN OYOB9T(F) 304U240L4 Ddlom j i0 10 d0 99 Rim E.il Omldv 90198(F) 299FI499P VOn DupM 5 70 70 45 Op RUn E.11 D,,,lee B F 263 Von Dupin 70 70 49 09 F570 Mwa,ctl Rim E.Il Dodce (F)DI.-MR 15l100 am NOT67. 761100 9HMTa7. 46 66 RIM P..O D e WOBm9(F) 909I954 Vd Du d. 70 70 49 60 MWI,O E.0 DeJw 91V0975(F) 575 Von Dupdn 10 70 70 d0 04 MonlaO E.i1 Wdw B0J5(F) 575 Von Oupin 70 70 4a 99 Nali.e D.II Dedw (F)25M 'no Rdwn 11 66 6a de 59 E.0 A1pm i.ovi 2070 GUAFlr1J( 2aT Van [Agdn 9e 90 45 e9 Cy1. pallock amwTpae9D 1D055 BLNepe DIDSfamawl d�Iwn� w GO 4e ap CO.aamock D4aaeeD ._ 70 a5 4a 95 Rbn E.11 t%dc4 (F)21(3 209rJ499P FWcw TABLE 1 i NOTES: 1. SEE SHEETS 7, 8 & 9 FOR LOCKING HARDWARE. 70 2. DOOR CONFIGURATION 9 IS RATED FOR MAXIMUM DESIGN PRESSURE t100 PSF WHEN WATER INFILTRATION REQUIREMENT IS NOT NEEDED, AND UP TO +75 PSF WHEN WATER INFILTRATION REQUIREMENT IS NEEDED (SEE TABLE 3 ON SHT.5) 1 Pnpw 3. SCHLAGE AL -SERIES CYLINDRICAL LOCK, DOOR CONFIGURATION 2, IS LIMITED TO 155 PSF MAXIMUM DESIGN PRESSURE JPD LTR DESCRIPTION DATE APPROVED A APPROVAL DWO YMF 05/20/07 B REVISED DWG RAP 10/11/07 C REVISED DWG RAP 12/10/07 D REVISED DWG YMF 01/04/09 E REVISED DWG YMF 03/31/08 F REVISED DWG YMF OB/02/08 G REVISED DWG YMF 03/03/09 H REVISED DWC YMF 04/07/10 J REVISED NAME JPO 11/01/13 K REVISED DWG JPD 02/01/IS PRODUcrualla D N*g •III, as Fke& a / -O z643 �L11pu1T1 r 4 44- L _ cwln4 '•. Mar` w4.a J C9:' NO.410710 — _ MANUFACTURING FACIU SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6810 HILLSDALE COURT 9017 BLUE ASH ROAD IN DI ANAPOLIS, 111.462.50 CINCINAT, NOH 45242 C NFF a FEL AI T PNSC MT OLVICa6 MIAMI-DADE COUNTY PRODUCT APPROVAL FLUSH OUTSWING DOORS AND HARDWARE CONFIGURATIONS COMMERCIAL DOOR OPENING SINGLE FLUSH DOORS. IRFS07 p ©7➢ mCaE •° REINFORCEMENT r.m r— OO 7 FRAME HINGE ca REINFDRCEMENT SEE HINGE BETAIL SHEET 13 r xl,rc OUTSIMNG SINGLE FLUSH ODOR .... ALL DIMENSIONS TAM NLEBS SPEOHED OTHERWISE DOOR VIEW SEE SHT 5 EC SHT 5 Ills FRAME E%TCRIOR 1/4' % 1/1' X I-3/4' TAP OR INTERIOR JAMB TAPCON//OR II1. ISCPEW /14 % T43/4' I AS REWPED •D. ASR0 HE 1.2V MN. 1.25, MIN. E.D. AS REQUIREDD EXTERIOR �6.So' EMSEDMQIT WDOD (SG-.53) SI I n TAI (SI➢ VI V) V E.D. CONCRETI © MAX, WOOD OR CONCRETE SILL (2.7KSI HIN3 SINGLE OUISXWC DOOR E.0.vEDGE DISTANCE NOTESSUL INSTALLATION DETAIL PIINVCFR6YIEED ra.vWn..6�1we Fto,w WEATHERSTRIPPING PER JAMB AND HEAD. INSTALL PER SHT.S QIRo 4�4•z3 I. ONE ROW or REQUIREMENTS, ii 2. ANCHOR FORME SHEET APPROVED SEE SHEET 4 FOR PROVED ANCHORS AND INSTALLATION. N4 EA/yT,,y pH 3. HINGE REQUIREMENTS; STD MIN.I "r. p T FOR DOOR OPENING UP TO 90' HIGH - MIN (3) IONCES FOR DOOR OPENING OVER 90' - 9B' HIGH - MN (4) HINGES SID LOCATIONS: 9.75' FROM RABBET IN HEAD TO CL OF TOP HINGE 10.38' FROM FLOOR TO CL OF BOTTOM HINGE EQUALLY SPACED IN BETWEEN. HINGE LOCATIONS MAY VARY. MAX SPACING DO NOT EXCEED 35.5' APPROVED CONTINUOUS HINGE MODELS` WES 112 H0. 224HD, 600. 700, 70DCS, MANNAR FM-300. KG-305. STANLEY 661HD. HAGER 780-224HD. 790-000. SELECT SL11HD, ABM A500 k A240HD(SEE SHEET 13) 4. SEE SHEET 2 @ 3 FOR AVAILABLE STANDARD OPENING SIZES AND SPECIFICATIONS. S.HARDWARE INSTALLATION AS E PER MANUFACTURER'S INSTRUCTIONS B. FACE HEAD IS AVAILABLEFOR FRAMES A AS NEEDED. 7. APPLY RSTRI S B. WEATHERSTRIPPING, WATER WO, SEE SHEET S -WHEN WATER AEAT IS NOT NEEDED INSTALL WEA PER SMT.S. PS074 HEAD.TRPPIND -ONE ROW OF P5074 WEAN13RE PPING PER JAMB AND HEAD. -WHEN WATEfl INFILTRATION IS REOUIFIED -INSTALL PER SHES. TO SUIT ➢OOR HEIGHT 9. SEE SHEET 10 FOR SECTION A -A, SEE SHEET 11 FOR SECTIONS B-B. \ 10. ELECTRICAL INSTALLATION AND FIRE RATINGS ARE UNDER SEPARATE APPROVAL AND MUST BE RENEWED BY CORRESPONOING AUTHORITY. IT. OPTIONAL POWER TRANSFERS. MON170MG SWETCHES. SUPPLEMENTAL MAGNETIC LOCHS MAY BE USED AS ALLOWED BY CODE AND IT DOES NOT EFFECT THE MECHANICAL PROPERTIES OF EXIT DEUCE OR LOCK AND/OR (1 111111" TABLE 2. MATERIAL (SHT. 12N R E V I S I❑ N S DESCRIPTION DATE APPROVED REVISED ➢WGS. RAP 12/10/07 REVISED DWGS, YMF 03/24/08 REVISED DWGS. YMF 06/02/08 REVISED DWGS, YMF 03/03/09 REVISED DWGS. YMF 04/07/10 REVISED NAME JPD 11/Ol/13 REVISED DWG JPD 02/Ol/15 REVISED DWG JPD 05/05/15 11 I 1 1 1) ZERO INT'L 566 SEE SH . B AEV ALUM 6063 T5 I 530'R03'X48'MA)L ) 12 R LOCKS I DE REINI�RGING Cwuwtt / �F A 1.66' JPD MAX. 24' SCHLAGE LOCK COMPANY. LLC NANO ACTURING FACILITY, 6810 HILLSDALE COURT STEELCflAR INO[ANAPOLIS, IN 46250 9017 BLUE ASH ROAD CINCINNATI, OH 45242 STEELCRAFT H SERIES SINGLE FLUSH OUTSVING COMMERCIAL STEEL DOORS ND WITHOUT PANIC EAT DEVICES MIAMI-DADE COUNTY PRODUCT APPROVAL H-SERIES FLUSH SINGLE DOORS (Ol1TSWING) FLAr IRFS07 L NTS I AUT❑CAD Ra 13 ® mIN, ROUT FILLED FRAME LJ LR}DO STIR ANCHOR LL1 STEEL 9NDI ANCHOR K L V 1 J �aAND- CK WBLOAI6y 1D• p• I p• LTR DESCRIPTION ; _ yyDYr M4 Ax(NRI ) YAY D) Yu A APPROVAL DVG YMF T- i0KA9 vopID 0 REVISED DVG YMF 34' a IDUI MA]t e¢T) `'•` YAL t'g•^ C-stAR,qu } F REVISED BVG MY GIUY y O}I� D Y I).D' D. G REVISED DVG YMF iQ % .0 l AMOKR 4AXYw 10.0 YAlalw p't10No 0.G ,, 4, % e, mAL 4' X C N REVISED DVG YNF 04//10 •..} dF O.6Y'µa.G ppp adND J REVISED NAME JPD II/OV07I3 ¢ Of ANdOR 31. O.0 , M N REVISED DVG JPD 02/OI/I5 als• MUL R.e• ae 3 YAL E YAL yy MO µdd L REVISCO DVG JPn 05/0"s ') DaDm ITA+0.0 2" IT. uul WVALLAYd lK L RCPOR ro SRL DRNL'M a gSTAUAnd DETM F •0 ![ NIID L�IMI{YASW ra X 1-]/4• yp• YAK WPA BOUT T-µd p) T!to 'u /Ixlsfls w (2)P01 µ CONCRETE cDNCRETE LINTEL SHDVN LINTEL Y PER FRAME NEAR MAT VARY PER R NAY VARY PER VALL FILLED W/3000 0 VALL CONSTaucI10N �: •• • : Ps mwr . .nRy. ...:....: I CONSTRUCTION\;".!•...) ::, •,. A•: ' AO S]0.f I EXT. EXT. 0 1 VI�RCURT/YUc EXT. FACE E%T. _ FILLED I/r YAL BLOCK WALlS 1 •WOOD STUD WALLS 1• WITHOUT CMU (C-BO2000P9 SEE NOTE 1 •STEEL ST I WALLS �j�L 5 GROUTOOUT Fl SEE NOTE 1¶U^7\71{u(JII)ACWO.1y5 )� v] e• !/JitYRL�1.75'IIIIIIff_ VVV^^^ r •UNIVERSALeABe M 4Q Q L77• STEEL INND ANCHOR ANCHOR slY• X Z �. WOOD SND OR WELD -IN OR LOCK -IN WELD -IN OR LOCK -IN FRAME HEAD SECTION MARE MASONRY ANCHOR I VAS T-''M•� UNIVERSAL ANCHOR rely„ yq,_yp L e aA !rzu (a.wa•) u. Hn2 -FRAME HEAD SECTION rr yq,,y � ry plN..]4 Nsl (LOCK -IN OR WELD -IN) - OFLI9YNF MAC_ONRY ANCHOR fFMAI O FYISDNG MASONRY ANCHOfl (EMA) Salt I J'AN9 INTO CONCAETE-W&L gLejJAU MN LAO BOLT INTO WOOD se 0 WALL INTERIOR PRODUCrRmwa ro.11 d' MD2 .4tI� ypy t ] ypp , Arm p .- D.WyCr�,yNlY DRROrpL X 1a/4• LINTEL NTEL tvp STUD HOA, , l,N. 24•23 tai YN ( rt 7. 1u•i- 7APCd��dl E%iUUmt �•e.SD' SW '.r+;) . ^� IDr aR.v+i tNO FlNmo 1SOIEW --i NAY Al_ HE J� DETNL RN' STEEL STUD VITNOUT 4 iC(- �.I+ Al REOuwEO DDLINIMLLATION CONSTRUCTION GROUT Mf J.K 11Cro11a (.• yjy YAlIWlI SINGLE OIffSYANO DOOR r� { • I;t IT 1°r ALSO BEE SHEET]A! V ♦AYAllIII II....... D. nP6 µamA nr RPR.A dg � � 5 L ``� O. 1c •.. "-zl':lo"c('. ,,,• i I' EXIE81Da = ' A ,, PFRR ro FMEN011 1.73• _� 1 ' Yr 561 dlT DCTAG'M I �Q'• uq. Yq. H03 -FRAME HEAD SECTION > µ•y ��EE/ yO. V- EO LN Ile, YTAPCN EDN•�^ p. j ORTNSE OR gAp j16%1-]/1• NS 1.25' MOE. MCC DISTANCE pplo ry] 1.25• MIN. ENBEONENI INTO WOOD SILL (SG-.55) NAINLNP'ORORIA'�iS FACILITY' L ' !k^Y,; -F 'rf-• Ea.r�s assµfl 1Y MIN. EDGE DISTANCE SCVLAGE LOCK COMPANY, LLC STEELCRAFT O S 0 INTO CONCRETE SILL ^ GBIO HILLSDALE COURT 9017 BLUE ASH ROAD OETAR T (29 MI.) I.) -�- INOIANAPOLIS, IN 4625o CINCINNATI. ON 45242 Ear JEXT. 0_1D!-MM EXT. Edal SILL INSTALLATION SIDE VIEWSINOLEOUTNGDOOR 4 is;MH:. DIBIDYENI `t SWITHIR➢ ANSLC PROJECTId n rsMx Y a M D W T)W DY'Id% •• '- POMR9 PaA]A SIX ]/!• D¢ N/]' YW. I PAMC EAIT OCN¢) SITY,6PA¢- SMR SPACE EYBmYdi afAV al 2 0 Ps OR T ERSm V.• YAK RAY XwN MY ]. I/4• yAy, WOOD STUD WALLS NOTES rm. 9YPHd STRONG nL IMP. SEE NOTE I. I.(•)RD00 OR (•)STEW s1P11CNRAl uWERS 0/ WJ00 YMF FRAME ANCHOR DETAILS & INSTALLATION CONDITIONS. (0-DO) ¢al H100I MALL SIF[VE-ALL, FANdITE µD STEEL-SND WALLS TAMSTuc R DE9CN[0 TO CARRY MUED ppD�� .��A ppL ,,�,� iNRM110 SYltEY NAT LEAST312 I/Fr. LOAD FOR ASSOIBUES RAM OTJ PST. 1ILFII IllXIII IIIJVIIIIIIEWDID�ONI' µD 415 ff t FOR —HUES RATED .100 Psi, Mad SNWLO BE VEAOIm BY'C A➢pADPmTE OTDaAL A S.NUMER OF AN— id V s OPTNaO NOdTs " s G a IRFS07 L UWTEO BY YAlOYVY asfµCE BCINTEN µdd£ MOWN AVPVL &APPLY CAMi AS NEEDED. ,TPD mwrr NTS i AUTUCAD 1 4 Rr 13 �leewI 'Pao125 Ill PERIMETER SEAL HARDWARE WHEN WATER INFILTRATION REQUIREMENT PERIMETER SEAL HARDWARE WHEN WATER INFILTRATION REQUIREMENT .,Y• // �•.T � LT. I DESCRIPTION DATE I APPROVED 'FM DOES MAXITEM ALLOWADLE APPLY PART INSTALL NUMBER DOESNOTAPPLY INSTALL y� ' •' • L �BF••'•. B REVISED OVG RAP l0/11,107 C REVISED DVG RAP 12/m/D7 BEER 1T3. DESCRIPTION DESIGN MODEL NaJ MANUFACTURER DETAIL PER BHT 3. DESCRIPTION MODEL NO. I PART DETAIL PER 4 10 D REVISED DYG TNT DI/W/m BLE2 PREeSGNE, PSG UP TO• DETAIL TABLE2 MANUFACTURER DETAIL nmo_ E REVISED DUG YMF 01/03/08 11 THRESHOLD a76 60SIZERO INTL 'T1' Pt' 11 THRESHOLD I 666 BY ZERO INTL •T1' 3". _1•P.E' 3]aB BYpl4p,A�Dfo{pu�l Q:- F REVISED ovG TNi' 06/03J0e B50MGP TY 'P2' 950 BY NATIONAL GUARD '72' dB�IP(6Yh �' ::•(V�` G REVISED DVG YMF 03/03/09 14 FAB-SEAL SWEEP .75 STEELCRAFT 'S' 'P1 &TV 14 FAS•SEAL DOOR SWEEP STEELCRAFT 'S' TC .Q H REVISED DVG YNF 04/07/10 DR13 SELF ADHESIVE +75 B744SIFSRERO INTL 'U' .M. g,H, 13 PS-074 SELF ADHESIVE I STEELCRAFT 'Q' 'J•a'L' NA1. J REVISED MANE JPD 111OV13 DOORSEAL p907419TEELCM 'Q' WEATHERSTRIPPING 111 11111111 K REViSEO DVG JPD 02/OV17 19 DOORSWEEP 639TLER0INTL 'W1' 'N' 23 p00R TOP CAP STEELCRAFT 'R' OPTIONAL - +76 203WNGP W2' L R[VisED OVG JPn m/asns 20 DOOR SWEEP +75 1391ZER0INTL X. •P1' I EREy10E0 NOTES: PLi- 4761ZER0 Din 'Y1' M' '-SEE ELEVATION SHEETS 1 6 2 FOR DESIGN PRESSURE RATINGS B7,.h5 W FIPAy 1. SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH. 21 ADJUSTABLE .75 170NINGP 'YY Ap' 2. DOOR SWEEP RIGID SECTION IS MADE OF PRO -FAX RPD•199 STOP 'P1'E4te�"� POLYPROPYLENE HOMOPOLYMER. RAIN GRIP CAP a75 1lRO INT'L 'Z1• 3. DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE 0101.73 21 18AINOP 22 'P2'—� 4.FASSEALDOOR SWEEP (14), AND THRESHOLD(11) ARE 23 DOOR TOP CAP +5 6 'R' M. Pr9pn CoulV REQUIRED FORALL INSTALLATIONS. Ol2S FM0/8 _ 1 REXISLE 47.623 0.1 FM 020 EAT �°' r I-T r� �� leAuwalD++ 40• II ],91-I I1P5 ` �'D -' IIz6 -13.91 BDrt 1 �Snl—I 100 I PO7r+�>o - RaD smPO. WHEN WATER INRLTMTION WHEN WATER INFILTRATION REQUIREMENT 13 NEEDED• MAX DP•*70 PSP REQUIREMENT 13 NEEDED -MAK. GP•N•50 P8F 0.7E a ZERO VITL 61....TX.ESNOLO NA1H)nILLOVAAD 539�5EwF9 nIRfiNDID epe0 I 125 lR APPROVED FOR WA ER WFLniAnON WITH 9RIfANE, VwYI BUF•A.HElIVE 14 TT AEQIFEMEN HGIE OOOR9 11 ORNEOPRENE OVLPER 13 ITEMS 18 THROUGH 27 REQUIRED WHERE WATER INFILTRATIWEATHERBIRIPPWO O DCiM ,9• ON IS NEEDED FAssEAE coon awFFP W�>4 DETAILMI' I IY SR0.13 ADNlTAOLR eiOP —L TIDL[.� 1 eef I rtlf-¢REIN igRV - ex er5f Dm, lu-{—��eUf oW OETAR WI' R06]5 LV DOoR4wEEP ,pA• xER� DHP101 gP POlt9 aETRJL vo>I' PE1BIiiT D e111569 OOORSFAL HOP 1lON xE.D 1, 0 DETULTe 18 ODORSEAL 19 ®DOOR SWEEP 21 ADJDBTADIa STOP O NAw OwP CAP RAN O.IP CAP I NOA1T80AP PERIMETER SEAL INSTALLATION DETAILS WHEN WATERINFILTRATION REQUIREMENTS APPLY (SEE 8HTS.1 a2) 175 PSF S50 PSF MAX. d B MA)( e[Im RnBnu EKIERNIR 15 I p rpiuQ ® EKTEWON\ ,S [ ® Ir r] - d.rr� THIRD ANfA nD 0.063• OJ2S' wi[ 1tl1imu°°oxmn 7 wr • n®, DIlEou� i [IMF ciiARu[x co.. ED• I [wA.c[ [a. I ' 1/4'KI-J/4• TEPD]N m' ,mL m¢ ARe[ 1/4�'[I-]/�• T I.U�•IIbLP DST o-� . ss RI4I1-O/C M wro l�m-m nm-3/.• Ms W (w-ml r v exTewo. ] L uPL mB[om+T xs• Nei D7�¢ DsrAxat ,.is• ulx. Ruem.D,T xs• uw. m¢ Ynur¢ Mro mrR¢S 6v1 pro [mtlKl[ >u oeT/.1 'NP TOPOF�EAO fir- (17la YPL) B I (xifl LL'L> APPV L HwOlJAYB BOTfOY OFDDOR2ER0 W[ATNERRIPPINO DOITOM OF DOORNOPW¢ATNEIISIRWPWO weATHmamPe¢D .,,,,.,.. ,,,...,,..,,.,, .xo sLU IR— JPD PPIP.r 13 t PRpDUC TYAT7CBD FY VMI IeeMiIAILe F7RHapu1 tl a AMp.ae W /S-D ? •T of EH4[EY�0.1r ur• EXT 6 I S:. r Ru A� T)A,y TRPrl coo r Au IEErs Awi 13 ggggggR��,��E sTPn¢.wIP PRAIMETER DOD... WSTAWYIDN D1 HERO ANDJAYBS ®000R SEAL PSm4 m TD EInERER 'RIN�O JA105 I,F�1I DruerO ra �� O E_3/]•nP' iruw'm¢PEANa„ EKr ExiEwoa MANUFACTURING FACILTITY• SCHLAG£ LOCK COMPANY, LLC STEELCRAFT 6B10 HILLSDALE COURT 9017 BLUE ASH ROAD i IN➢IANAPOLIS, IN 46250 CINCINNATI, OH 45242 TER' STENO H SERIES SUHAE FLUSH OUTSVINO COMNENCIAL STEEL DEERS WITH MU HOxpli PANIC EXIT D E VICES SINGLE FLUSH DOUR PERIMETER SEAL HARDWARE, u MD IRFS07 REV L "� NT4 I AUTnr.An s of 13 ' � 0 HEAD ANCHOR `TOP OF JADE HEAD NOTCHED AND SOLTED ON TOP OF JAMBS �I� I�SUN '�Z12 CA CUP WElDD TO HEAD TOP OT JAMB HEAD NOTCHED AND BOLTED BETWEEN JAMBS TYPICALFRAMEPROFILE 0.625" DoueLe RABSEr AVAILABLE DC VARIES 4-MAX. I � I- wIDm MAc4e• OPTIONAL FOR -1- HEAD SECTION 2' MIN. 0.625" 9.7Y NODJAMS . MIN. T 000R SIDE 1.93B" • 1.938' VARIES / EXTERIOR 5.75' EXTERIORN� 2°MAX OPTIONAL VREWER OPTIONAL FRAME PROFILE SINGLE RABBET NOW. `\\``1O \1111111 T1�� /' 4' MAX. P CCNS '• O '. OPTIONAL FOR '(- VARIES JAMB F'•.d� a7s HEAD SECTION2' MIN. NOW No. 46710 1.918" 1` 0.625" E%�ERSIDE DOOR ADE 7B \ l MIN. EXTERIOR Az VARIES 0.625' t.93B' E NAVY• 2' MAX. Noea,,9 !lpNl\\I11` SUITED PANEL HEIGHT MAX. 96• wtwED WELDED ED HEAD SITS ON TOP EN JAMSS OFNOTCHEDJAMSS % /BMEXAD 5/6SNS TRUSS Plro6ucrR6wse0 T DMIIn1 C�iM MII W ibM� •Mu• tuA.' ml•A .Pna R DESCRIPTION DATE APPROVED REVISED DWC .RAP 12/10/07 REVISED DWG YMF 01/OB/0B REVISED DWC YMF 04/03/OB • REVISED DWC YMF 06/03/08 REVISED DWG YMF 03/03/09 i RSED DWC YMF 04/07/10 I REVIEVISED NAME JPD 11/01/13 < REVISED DWG JPD 02/01/15 FALT DTIDR MNGICJ IRAIIDNC CORE MATERIAL MAXIMUM P NNG SIZESKI MATERIAL PER SHT.12 W1D M CM ESCR. GA,1MIN. THK HONEYCOMB POLYSTYRENE VARIES CRS 16/.053' POLYURETHANE POLYISOCYANURATE) SEE SHEET 2 TABLE 1 GALV 14/067' TEMPERATURE RISE STEEL STIFFENED HONEYCOMB VARIES POLYSTYRENE SEE SHEET 2 STAINLESS 18/.053' POLYURETHANE TABLE 1 SUA•OPTIONAL I TABLE 6. AVAILABLE STEELCRAFT FRAME CONFIGURATIONS FRAME JAMB MAX. OPEM O SfLE MATE IAL TABLE 7. STEEL DOORFRAME SERIES DEPTH WID IC SCR. I MECHANICAL PROPERTIES 16/.053 nELO TENSILE ORS RS 14 .067' MATERIAL STM REF. VARIES C LY / IRATIONS I F 5.75 SEE SHEET 2 12 .059' CRS A366 NOM. TABLE 1 STAINLESS 16/.053' MAX. HRS A7011 MIN. 30.1 MIN. 4C7 STEEL sr 48- GALV: A60 A924 MU 5.75' SEE 9IVARIEET 2 ES CRS/HRS 14/.067' OSS: 304.318 A240 MIN. 31.2 MIN. 73.2 NDM. TABLE 1 CALV L" NOR COH DGOR ON 1.1. NOMWAL DOOR THICKNESS SS - 1 ED T FRAME DOOR SIZE MAY VARY, SUBJECTED TO COMPLIANCE WITH FLORIDA BUILDING 2FOR CODE AND PRODWARE) DR, FRAME AND HARDWARE) PERMITTED T FROM MANUFACTURER (SEE SHEET 2 FOR AVAILABLE HARDWARE) 1.3 DOOR WEWEflS ARE PERMITTED TO BE USED IN DOOR WITH A DESIGN PRESSURE OF +/-75PSF OR LE55. MAXIMUM 9/16' DIAMETER HOLE THROUGH DOOR FOR VIEWER INSTALLATIDN. 2. FRACOND PT 2.1 ME NOMINAL JAMS AMB DEPTH - 5-3/4', STOP HEIGHT - 5/8' 2.2 FRAMES AVAILABLE AS FLUSH (F-SERES) AND MUL71-USE (MU -SERIES) (SEE TABLE 6) 3. FOR DOORFRAME MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 7. MANUeEND ANM s ;ED PANEL SCIMGE LOCK COMPANY. LLC STEEL AFT PAOIITT: 6810 HIlLSDALE COURT B�BIUASH ROAD INDIANAPOLIS, IN 46250 CINCINNATI, ON 45242 I a Avv\ I JPD I I I WITHOUT PANIC EMT DEVICES FRAME PROFILE, CORNER DETAILS AND DOOR FRAME MATERIAL, AND SIZE OPTIONS N IRFS07 NTS I AUTOCAD �1 6.I 1 CROSSBAR 0 0425 SEX BOLTS (DEVICE THRU BOLTED WITH MECHANISM CASE f#10-24 MACHINE SCREWS) pp (OPTIONAL) AUX. LATCH 299-F (499-F) STRIKE TOUCHHAR (STAINLESS STEEL) MOUNTED WITH 410-24 SMS Fyy=120,000 PSI LATCH BTILT CENTERCASE (4) X 0325 SEXBOLTS (MOUNTED ON OPPOSITE DOOR FACE) FASTEN TOP AND BOTTOM LATCHES TO DOOR (MOUNTED NTH (7) #1/4-2S) 209F/499F TOP STRIKE (STEEL) MOUNTED WITH (3) SMS Fy MIN.�IN,12 120 KSI 7..J TDP LATCH AECHANISM CASE TO CENTERCASE DEVICE CENTERCASE THRUBOLTED TO EXTERIOR TRIM PUSHBAR (NOT SHOWN) n WITH (4) 310-24 MS BOTTOM ROD 299F STRIKE BOTTOM LATCH 304L/284L4 BOTTOM STRIKE (STEEL) qR\ GROUTED INTO FLOOR SURFACE VERTICAL ROD EXIT DEVICE VON DUPRIN SM927(M USED DI DOOR CONFIGURATION 5 (SEE SHTA) 4X 0425 SEX BOLTS (DEVICE THRU BOLTED WITH f"10-24 MACHINE SCREWS) pp (OPTIONAU jX, LATCH 909/954 OSTRIKE —MOUNTED WITH R10-24 SMS Fy=120,000 PSI LATCH BOLT RIM EXIT DEVICE (4) X #325 SEXBOLTS (MOUNTED ON OPPOSITE DOOR FACE) FASTEN 299F/499F TOP STRIKE (STEEL) TOP AND BOTTOM LATCHES TO DOOR MOUNTED WITH (3) y10-24 SMSOUNTED N1TH (7) 81/4-20 MS) Fy MIN.s120 KSI TOP LATCH MECHANISM CASE -TOP ROOD E ^^ _--- -- F1 AUK, LATCH 299-F (499-F) PUSHBAR 4�STRIKE o� MOUNTED WITH I @1yo�—za sMs 299E STRIKE BOTTOM ROD ATCH BOLT 0,000 PSI BOTTOM LATCH I 304L/24BL4 BOTTOM STRIKE (STEEL). GROUTED INTO FLOOR THREE-POINT EXIT OEVICE VON DUPRIN 9819957(F) I NOTES: ELECTRICIELECTROMC NNCTION ANO FIRC RATINGS ARC NOT PART OF THIS APPROVAL AND MUST BE REVIEWED BY AUTHORITY .%VINO JURISDICTION EXIT HARDWARE OPTIONS: FOR 98199 SERIES -E, RX. LX. SS. EL EEL CX. F. ALI( FOR XP9B99 SERIES -E. RX, LX. OELF TRIMS: ALL APPLICABLE TRIMS AVAILABLE. PH MODEL OFFERED. JPD A I APPROVAL DVG YRF 03/20/07 D REVISED OVG YHF 01/09/00 F REVISED DVG YMF (TWIG/08 G REVISED DVG YRF 03/03/09 H REVISED DWG YRF 94/07/10 J REVISED NAME JPD 11/01/13 K REVISED DVG JPD O2/01/15 PRODUCtum' Dl �P�i rH6 Lk F7vtla T LI , DWr ACeRrrW MANUFACTURING FACILITY. SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6810 HILLSDALE COURT 9017 BLUE ASH ROAD INDIANAPOLIS, IN 4625D CINCINNATI, OH 45242 :STEEIC HSE-BINDLEFLUBHOMWINOCDWAFACNLSTECLDOOR$NIM ]UT PANM:E10r OEVICES EXIT HARDWARE OPTIONS FOR FLUSH SINGLE DOORS Mf ov MD IRFS07 K NTS I AUTEICAD 7=713 T - LATCH BOLT p 575 STRIKE a[Rn�g ;/, LTR ➢ESCRIPTION OAl (STAINLESS STEEL) gx�mV[ I ` 1 `'•yo` A APPROVAL DVG YNF 05/20. 4X N425 SEX BOLTS c C12-24 SS ykjJ( C REVISED DVG RAP 121M (DEVICE TDWU BOLTED VI Fy HIN•120 KSI Vp *? :tS✓-+ 0 REVISED DWG TKF 12/IO/ 0I0-24 MACHINE SCREVS) 2xT siNnE a _ p,E o.lr (OPTIONAU LATCH Sag mnCeo-I- E REVISED DVG YMF 04/08. MECHANISM CASE p ' I , �A M[wM1 ONgs010 : * C: SOT:,• [gBI1B F REVISED DWG YKF 06/03, ••••4( G REVISED DVG YNF IWO v 4 7A L ENG \` N REVISED Dvc rMF 04/07, PUSHBpR • MEgG ,,,, 11 J REVISED NAME JPD IVOI/ ALARMCppY,,..ESIK REVISED DWG JPD 02/0U 575 STRIKE ® '•IL ^T CENIER CASE COVER V, L SOw10N�Y - CENTERCASE •;[ MORTISE EXR DEVICE VON PUFFIN 91119978(F) USED IN DOOR CONFIGURATION 10 SEE SHIA ATCH BOLT PRo�uCi x HOUSING COVER EXIT ALARM LOCK VON CUPRIN 2570 GUARD-X �RVL{4D 4X 1425 SCX 801.1 575 STRIKE USED IN DOOR CONFIGURATION II (SEE SHIA) yM,AC R40)Oe Flvl<D DEVICE i11RU 9LLIE➢ p (STAINLESS STEED WIT" CIO-24 MMDONE� Cf(Fp[41[N4 -a 2 •Z SCREVS(OPYIONAL) c m) HB-zq [f 338 TOP STRIKE�1 [Nn6.q,x 73 7yazo KU p 6 �S_ C ) �� Ad.A'fVdiCbtnl r TOP ROD I� �'['- � - ----- - I `TOP LATC11 I� CROSS. (�U t'7s CENTERCASE I 575 STRIKE MECHANISM CASE L CENTERCASE a PENCE CTED TO ASE USED IN BEKRDEFIGU VON DU10(SEETS(I 1HRUBOLTED TO TOP USED W DOOR CONFIGURATION 10 (SEE 8HT.1) EXTERIOR TRIM HOUSING COVER LATCH BOLT PUSHBAR I (NOT SHOWN) WITH MECHANISM CA: 1279 STRIKE JI7EI 4) 110-24 MS 0 (STAINLESS STECU -BOTTOM ROD MECHANISM CASE . ❑ B I I TOUCHBAR C[NfCREASE (2) 912-24 SS Fy120 KSI 4 U BOTTOM LATCH 338 STRIKE InI p TOUCHeAR 385A BOTTOM 1BI1 STRIKE STRIKE (STEEL) 4188 TRIKI GROUTED INTO FLOOR 11s MORTISE EXIT DEVICE FALCON (F)254B CONCEALED VERTICAL RO0 EKR DEVICE VON DUPRW 9=M7-F USED IN DOOR CONFIGURATION 10 (SEE SHT.1) USED IN DOOR CONFIGURATION S (SEE SHIA) CONCEALED VERTIC 4X #425 SEA DOLTS USED IN DOOR NOTES: ➢EV[CE, THRU BOLTED VITH 1. ELECTRICAL FUNCTIONSWISTALLATION AND MECHANISMCASE 10-24 MACHINE SCREVS) SEND MBIuf FIRE RATINGS ARE NOT PART OF THIS APPROVAL 0 61ftH<(g9971 ANO TO BE REVIEWED BY BUILDING OFFICIAL 2. EXIT HARDWARE OPTIONS �19rMAEf5 s7EO1 FOR 93R9SEM9RIES-E RK,U(.SS.ELOEL, C)L F ALK MWO 7w OpxGl[PRO.R[I FOR XP99 SERIES -E. RX, LX DELF i�m�n lmW A AI TRIMS:nuAPPUCABLeTRIMSAVAILABLE. roucxBAR 40 Q YMF e.A ME TRIMS. ALL APPLLCAUHIM-F MIMS NE CHECKED TRIMS: ALL AWLICptlLE TR0.19 AVAILABLE I'N MODEL OFFERED. FOR 2070 GUARD-X rRw[ TRIMS: ALL APPLICABLBI KIMD AVAILABLE CENTERCASE FOR FALCON (F)25.R. (FRS-M. F-25C b (F)2bV SERIES- FUNCTIONS AE. OM, W. LK. KOR. ED, El. EA. FSA. FSE. HWCA RIM EXIT DEVICE FALFAN (H760. TRIMS ALLAPPLMPBLE TWMS AVAILABLE. USED W DOOR CONFIGURATION 101SCO SHT.11 JPD �[ �4188 TOP STRIKE MOUNTED 1OTH (2) TOP ROD --,:Dv -nmH 0-24 u5 MECHANISM CASE TOP LATCH jIIIIIII A� c� -BOTTOM ROD �M! 1 u U_J HDO BOTTOM BOLT An�—tlOfIOV 3788 STRIKE l uro1� �GUIOE 21J0 BOTTOM STWKE GROUTED EN BOfIW INTO FLOOR smMB caoVIED RrtD ROOK EXRDEVICE FALCON F-25•C SURFACEVERTICALROU EXIFUEVICE FALCON(F)ZSV IURR710N C(SEE SHTA) USEDINCKORCOKFIGURATION 5(SEE SH7.1) MANUFACTURING FACILITY- SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6910 HILLSDALE COURT 9017 BLUE ASH ROAD 1NOIANAPOLIS, IN 46250 CINCINNATI, ON 45242 ,TLE: STEELCRAFT H SERIES SINFLUSH OTSWING COMMERCIAL STEEL DOORS VITHAND WITHOUT PANIC EXITDEWCES EXIT HARDWARE OPTIONS FOR FLUSH SINGLE DOORS w oY a IRFS07 RK NITS I AUTOCAD 1 1— R ^F 13 1 N-J2 YS Ow(e, rr �-+34.I40 Pa I A72-24 MS ® p Fy nW.120,00000 P51 SCHlAOE llLV 840D IN RIESDOOR MORTISE CONFIGURATION WITH SHT.1)DEADBLT FL USED IN DOOR CONFIGUpATI0N1 (SEE SHT.1) I SCHLAGEALSERIES CYLINDRICAL LOCKBET WITH IW THROW LATCH /1 USED VI DOOR CONFIGURATION 2(SEE SHT.I) \� I /12-24 MS 0 SS Fy.120,000 PSI FALCON MUSSERIES MORTISE LOCKSET WITH DEADSOLT FUNCTION ED IN DOOR CONFIGURATION 1 (SEE SHT.0 USED IN DOOR C CONFIGURATIONS 364 (SEE St (B-J3 YS IA J ry.+/12-x4 YS V/ v ss -aoao Ps\ FALCON�ITT--SERIES CYLINDRICAL LOCKSET USED IN DOOR CONFIGURATIONS 4 (SEE ENT, i R E V I S 1 O N S �• • Q�, , LTR DESCRIPTION DATE APPROVED UCS,V •.y ' A APPROVAL DWG YMF 05/20/07 • NQ �6jr�i'1: ' B REVISED DWG RAP 10/11/07 �wdfl P.E. Dam*` C REVISED DWG RAP 12/10/07 AR D REVISED DWG YMF 01/08/08 0�1 �H ""•••��`` E REVISED DWG YMF 04/0E'/08 p' ENGI``L�` F REVISED DWG YMF 06/03/08 G REVISED DWG YMF 03/03/09 H REVISED DWG YMF 04/07/10 J REVISED NAME JPD 11/01/13 K REVISED OWG JPD 02/01/15 NOTE' ELECTRICAL FUNCTIONSIINSTALLATION AND FIRE RATINGS ARE NOT PART OF THIS APPROVAL AND ARE TO BE REVIEWED BY THE BUILDING OFFICIAL L01006ENIES LOQ( {LII �J MECeuNrsM 012-24 MS SS Fy-120,000 PSI 4 NO SE1GE9 uTCH—r ®� /8-J2n.' Fy mI120 20 K.l 112-24 N8 � Fy .1-120 Mel rIl( USED IN DOOR CONFIGURATION I2(SEE SHTA) I, N10DUCTDEY® hNlo�� SCHLAGE CO/AD MD SERIES Amplgoe No! iztt3 USED IN CONFIGURI E�pinikn U4k. - BOND R/, Lr3dY{ JPD SIT. 1) USED IN CONFIGURATIONS 3&4 (SEE SIMI) MANUFACTURING FACLITY: SOTLACE LOCK COMPANY, LLC SIEELCRAFT 0810 HILLSDALE COURT 9017 BLUE ASH ROAD INDIANAPOLIS. IN 452W ONONNA71, ON 45242 R E L SERIES SINGLE FLUSH CUTSNE G COMMEROAL STEEL DOORS WiTN AND WITHOUT PANIC ETOT DEVICES HARDWARE OPTIONS FOR FLUSH SINGLE DOORS. IRFS07 K MAXMLIM UNIT Y40TH 62' MAXIMUM DOOR OPENING WIDTH 46' (SEE NOTE 1) c EXIERIOa � 2 MORTI6E LOCN6lT 4 s¢crwNs�a1 SEE SN . MAXIMUM DOOR OPENING WIDTH 46' (SEE NOTE 1) A e 1r EXTERIOR 6 2' ] CYLINDRICAL LOCKSET SECTIONS:A•2. A.T.A-4 e (SEE SNT.11 Ham-• MAXIMUM DOOR OPENING WIDTH 40' (SEE NOTE 1) a � 9 e EXiEMM e 2 SURFACE VERTICAL ROD EXIT DEVICE e SECTION A•5 (SEE SHT.1) MAXIMUM DOOR OPENING WIDTH 48' (SEE NOTE 1)-al nf ,a TT ] G8 ' a EXIEBIDB e CONCEALED VERTICAL ROD EXIT DEVICE b. SECTIONA.6(SEES)fT.11 ' •+ MAXIMUM UNIT WIDTH 52-- MAMMUM DOOR OPENING WIDTH 46- (SEE MAXIMUM DOOR ,OPENING WIDTH (SEE NOTE 1) A APPROVAL DWG YMF 05/2( C REVISED DWG RAP 12/10 D REVISED OWG YMF 12/10 E REVISED OWG YMF 04/O( F REVISED DWG YMF 06/0; O REVISED DWG YMF 23/04 H REVISED DWG YMF 04/O) J REVISED NAME JP1) 11/01, F—M"IMUM ODOR OPENING WIDTH (SEE NOTE S tar 4 5 EXiEBI 2 EXIT ALARM LOCK ECTON A-1I (SEE SHT.1 APPROVED +-MAXIMUM DOOR OPENING WIDTH (SEE NOTE 1)--�I I rF H.--M MUM ODOR OPENING WOTH (SEE NOTE I)+1 A OI' I I S us, EXTERIOR ] MORTISE EXIT DEVICE 2 EXTERIOR e SECTION A-101SEE SHT.1) 8 4 7 CYLINDRICAL DEADLOCK SECTION A-12 (SEE.T.1) e ` OOUCf pF.Y1SIb t.14 NOTES: 1. FOR MAXIMUM OPENING SIZE SEE TABLE 1 ON SHEET 2. _2. SINGLE OUTSVVING DOORS, SEE SHEET 4 FOR INSTALLATION INFORAMTION. nv -" )N D //' eom RAFN$ MANUFACTURING FACUTY. SCHLACE LOCK COMPANY. LUC STEELLRAFT 6810 HILLSADLE COURT 9017 BLUE ASH ROAD —4�•, -- INGIANAPOUS IN 46250 CUICINNATI, ON 45242 HORIZONTAL CROSS SECTIONS FOR FLUSH SINGLE DOORS. IRFS07 _ y 5 Ln x, € � $ � �_ c gg 1 6 D i ti N 1H Nil I Ito ; Y I HA I OR 'V2' 15, MINJ L5' MIN' M. ".I S—Ep "Frolms W�w TOO E w HHF SHEETS AND TOGE� AT TOP BOTH AA BB BB cc cc 1.4 SCCTIUH CC -CC DETAIL V7 HAT SHWD) . ... . ... SM a SFV�o FACE SHEET a' 0a To �' of DHE MD 8 DC) TO THE OTHm FACE SKMT (A) EXPANDED POLYSTYRENE FOAM (B) POLYISOCYANURAIE (C) STEEL STIFFENED SECTIN M-CC By ATLAS EPS By ELUOJPOLYURETHANE) HAT SHAPED SECTIONS1 DENSITY. 1.0 LOS/FT3 CO. OF INDIANAPOUS, IN DENSITY. 2. LBS/FT 3 FACI 1 -1 u I 11 IA '. u, SECTION DD-DD SECTION EE-EE SECTION FF-Fr I 1.5' MIN DD DD EE zzzz::=zzz== EE FF FF II - - - - - - - - - - ........... ........ ::: ........... ........ ::: ........ ........ ...... ==Zzz5z (0) HONEYCOMB (E) TEMPERATURE RISE CORE (F) EXPANDED POLYSTYRENE FOAM KRAFT PAPER. MINERAL FIBER BOARD BY ATLAS EPS DENSITY.1.0 LB/Fill DENSITY; 17:0.5 LBS/FT* OR POLYISOCYANURATE PYROPHIBIC SYSTEMS LTD CHO us PYROPHOBIC P (POLYURETHANE) amp SL P25C-60 CORE BY ELIOTT CO. OF INDIANAPOLIS. IN OR MARSHFIELD DOOR SYSTEMS DENSITY: 2 LBS/FT' CALCIUM SILICATEMINERAL CORE '7_7 P" n FAT R E V I S I El N S DESCRIPTION DATE APPROVED APPROVAL DVG JPD 02/03/14 REVISED DWG JPD 02/01/15 REVISED Dur, JPD CSMgn, rRoDucru : rho =v... 9TIM" NOTES: 1. CORE MATERIAL SHOWN WITHOUT CUTOUTS FOR REINFORCEMENTS LOCK COMPANY, ILLC MANUFACTURING FACILITY STEELCRAFT 6810 HILLSDALE C13URT 9017 BLUE ASH ROAD INDIANAPOLIS, IN 46250 CINCINNATI, CH 45242 4EELCHAFT H SETUE' MLE FLUSH CUTSWNd COMMERCIAL STEEL DDORS ' W-1 PANIC DOT DEVICES .IAMI-OADE COUNTY PRODUCT APPROVAL DOOR CORE OPIIONS tAr Tat IRFS07 NTS I AUTULAD 12 -, 13 $MEA @ IVES 698/UB98 DOOR NEWER o CONTINUOUS HINGE IVES 112HD & 224HD STANLEY 661HD SELECT SL11HD PEMKO FM -HD SERIES s6' HAGER 760-224HD MAX. ABH A240HD ALUMINUM 6036-T6 MIN .110" MIN. THICKNESS STEEL BUTT HINGE i 4.5" X 4.5" STD. WT. MIN. ®12-24 MACHINE IVES 5BB1/3CB1 (SCREWS STANLEY FBB179/1900 HAGER BB127D 134" MIN. THICKNESS Fy MIN. = 36ksI / T \ 4.5" MIN. I O \yam I (15 MIN.) 12-24X3/4'FLAT HEAD UNDERCUT SELF( ORM1UNG SCREW DOOR LEAF (15 MIN.) 12-24 X 1-3/8' FLAT HEAD UNDERCUT SELF v DRILLING SCREWIFRAME LEAF QUANTITY VARIES PER HINGE LENGTH I ! I O I • I o I v v (18 MIN.) ¢10-24X 1/2' MIN. MACHINE SCREW OR 'SELF DRILLING EACH HINGE!LEAF STEEL CONTINUOUS HINGE QUANTITY VARIES PER HINGE IVES 600 ' LENGTH ,I 075 MIN. (14GA.) THICKNESS 98' 1012 COLD ROLLED STEEL MAX. Fy MIN. 45ksi T STAINLESS STEEL CONTINUOUS HINGE IVES 700, 700CS •Y HAGER 790-900 MARKAR FM-300 & HIG305 ABH A500 O 075' MIN. (14GA.) THICKNESS 304 STAINLESS STEEL Fy MIN. 31ksi CONTINUOUS HINGE NOTES: 1. QUANTITY OF SCREWS VARIES PER HINGE LENGTH, MANUFACTURER AND MODEL NUMBER 2. SCREW SPACING VARIES PER HINGE LENGTH, MANUFACTURER AND MODEL NUMBER 3. INSTALL HINGES PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS LTR DESCRIPTION DATE APPROVED A APPROVAL DWGS. 09 05/13 e 1 REVISED 02/01/15 fR09UCf REVUPD Pylec.InmFT.m+ A—p."N" /5=o9ZL 23 gglnnq W..-r.+Yol.sol7 14 )9N 0. uccS N�• 467161I SCHLAGE LOCK COMPANY, LLC STEELCRAFT 6010 HILLSDALE COURT 9017 BLUE ASH ROAD INDIANAPOUS IN 48250 CINCINNATI. ON 45242 STL6CUR N — — I —I WTSnV1Y C011YgOLL — OYp11II MM A M16WT P— MY 0[ HINGE OPTIONS IRFS07 B NTS I AUTOCAD I T SHT 13 OF 13 Building Dept. ISLC Project Name (Rosser Library Address 12950 Rosser Blvd Contractor ISt Lucie County Address 12950 Rosser Blvd State IFL Architect/Engineer I I SAINT LUCIE COUNTY FIRE DISTRICT PLAN REVIEW FORM 5160 N.W. Milner Drive Port Saint Lucie, FL 34983 Telephone: 772-621-3322 Fax:l 772-621-3604 Web Address: www.slcfd.com Zip 134953 City IPSL FMO Permit # BLDG Permit # City Port St Lucie B-16-38 1601-0008 Telephone (772) 462-1553 Telephone 1(772) 569-4320 Occupancy Type Assembly Constlruction Type A-3 r Square Feet 21473 _ Occupant Load 392per plans Number of Stories I1 Access Box Required Access Key Switch AFS Permit Required FA Permit Requiredl FFP Permit I General Notes 1. An electronic copy of the construction documents submitted of 2. All revisions, including the electronic copy must be received pr 3. The Fire Marshal requires 24 hour notice on all inspections. 4. The respective Building Department shall schedule all final Insl 5. Failed inspections require payment of fee prior to reschedulinc 6. Penetrations through rated assemblies shall be of the proper U 7. Fire alarm panels shall be located indoors within air conditione B. Plans and construction are subject to corrections in the field to 9. Automatic fan shutdown is required for HVAC system/s that ex 10. The Installation or Alteration of Fire Sprinklers, Fire Alarms, a THE FLORIDA FIRE PREVENTION COD 10, ''aUILDINGS WITH LIGHT -FRAME TRUSS -TYPE CONSTRUCTI( WARNING SIGNS IN ACCORDANCE WITH FLORIDA ADMINISTR A CERTIFICATE See General Notes Above a CD is required. The file format shall be .pdf only. )r to permitting. ections through the Fire Marshal's Office., of further inspections. design. Design criteria shall be submitted with the construction plans. I space. naintain code compliance. eed 2,000 cfm design capacity. d Fixed Fire Protection Systems require a separate review and permit. 2010 EDITION.IS CURRENTLY ENFORCED. SHALL BE MARKED WITH APPROVED FIREFIGHTER SAFETY IVE CODES 69A-3.012 AND 69A-60.0081 PRIOR TO RECEIVING OCCUPANCY. uired Revisions Below 1. The Installation or Alteration of Fire Sprinkler, Fire Alarm, Systems require a separate review and permit. 2. Panic hardware is required on all exit doors. 3. Emergency lights are required. 4. Automatic fan shutdown is required for HVAC system/s that exceed 2,000 cfm design capacity. HVAC Duct detectors shall be tied into the fire alarm system. F4;1. COPY ,I ' I a'. Page 1 of 11 Reviewed by Tony Jerger I� a Date 02/19/2016 COUNTy�, ST. LUCIE COUNTY FIRE DISTRICT �V �p 'Telephone: (772) 621-3322 FIRE PREVENTION BUREAU !' Fax: (772) 621-3604 Office of the Fire Marshal r 1 SAINT LUCIE COUNTY FIRE DISTRICT INSPECTION CHECK LIST FIRE WALLS PENETRATIONS HVAC/DAMPERS SMOKE TEST SPRINKLERS UNDERGROUND HYDRO SPRINKLERS ABOVEGROUND HYDRO SPRINKLER FINAL FIXED FIRE SUPPRESSION SYSTEMS FIRE ALARM FINAL BUILDING FINAL MISC. INSPECTIONS 6'Our IF"ily Serving Yours99 5160 N.W. Milner Drive, Port St. Lucie, Florida 34983-3392 Telephone: (i72) 621,-3400 - Fax: (772) 621-3500 www.sRefd.com