Loading...
HomeMy WebLinkAboutRevision 2-17-15 (2) Store Front Windows & DoorsN` OFFICE USE ONLY: 1-75- DATE FILED: REVISION FEE: 1. F a COPY PERMIT # C. / Yo RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATADDRESS: SITE fD ` / ��V -cc T ,. �� ., P,%� �¢ '1 b J 2. DETAILED DESCR , _F O., I REVISIONS. I� .M `J!] ESA Km Cfl 5. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: C=-y"c. ADDRESS: 90(. CITY: W a-S-� ' 1 8-C eig-,e n_C� PHONE (DAYTIME): OWNERBUILDE I�/ FORMATION: NAME: ` N ADDRESS: Q sy� S Li Cp -t-- CITY: 1no k-1— fie.: -� L o PHONE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): Revised 07/22/2014 ST. LUCIE COUNTY CERT. #: � a u S-fry � ° o•J CD 4�(�c�.�uy C C. _ ,0 a fo3- - STATE: F L- ZIP: 3� Lt Q FAX: d 00-- STATE: FAX: FAX: ZIP: /y AzQG� T. IaU _ COUNTY BUILDING DIVISION REVIEWED r FOR iCOMPLIANC r.a MVII-Welb eiY PLANS AN13 PSWIT MUST 13M M-ft 6M d619 Cal$ KAST construction Submittal Job: 14-007-01 PGA CLUBHOUSE ADDITION I Spec Section Title: Submittal Title: Storefront Windows & Doors Contractor: KAST CONSTRUCTION COMPANY, LLC i Owner (Primary): PGA GOLFCLUR Eduardo Paris O NO EXCEPTIONS TAKEN 19 MAKE CORRECTIONS NOTED O SUBMIT SPECIFIC ITEM O REVISE AND RESUBMIT O REJECTED THIS REVIEW WAS PERFORMED ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. MODIFICATIONS OR COMMENTS MADE ON THE SHOP DRAWINGS DURING THIS REVIEW DO NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. APPROVAL OF A SPECIFIC ITEM DOES NOT INCLUDE APPROVAL OF THE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT, CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE JOBSITE; INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION; COORDINATION OF THE WORK OF ALL TRADES; AND FOR PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. BASHAM & LUCAS DESIGN GROUP, INC. Date: 11-03-14 By MTL 101 NORTHPOINT PARKWAY WEST PALM BEACH, FL 33407 Ph: 561 689-2910 MAR 1 9 2015 Public Works Spec Section No: S7. Lucie couray, FL Submittal No: 10 REVISED Revision No: 1 Sent Date: 10/27/2014 Contractor's Stamp Kast "Constru ' Submittal - Checked., by Approval_____.�(�-Z-t. i Date Submittal. NO. v Ate. G A%- to E:e q((b" [=A►n: 'rw"PACT Architect's Stamp Comments: Door #156 was changed to a single door w/ no side-lites. See mark-ups for locations of 4 1/2" wide frames. Verify and match color of door & window frames and shade of glass. Engineer's Stamp MIAMI-MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 .. F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w.miamidad o rN Trulite Glass & Aluminum Solutions, LLC 800 Fairway Drive, Suite 200 Deerfield Beach, FL 33441 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within• their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series " 3100 Resisto 'Aluminum Storefront/Window Wall System —L.M.I. APPROVAL DOCUMENT: Drawing No. AD11-21, titled "Resistor 3100 Storefront Wall - LMI", sheets 1 through 13 of 13, dated 09/22/11, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-1022.01 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. NOA No.11-1117.02 Expiration Date: March 31, 2015 a r 1 Date: February 09, 2012 ff re Page 1 Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No AD11-21, Sheets 1 through 13 of 13, titled "Resistor 3100 Storefront Wall - LMI", dated 09/22/11, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, 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 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTIr5884, dated 05/28/09, signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOA No. 09 1022.01) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked --up drawings and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5140, dated 01/20/07, signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOA No.08-1024.04) 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 along with marked —up drawings -and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3942, dated 02/03/2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 05-0906.04) 4.. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL,-3634, dated 04/24/2003, signed and sealed by Joseph Chan, P.E. (Submitted under NOA No. 04-1213.01) Manuel PYT4 P.E. Product Contr Ex finer NOA No. -1117.02 Expiration Date: March 31, 2015 Approval Date: February 09, 2012 E-1 Trulite Glass & Aluminum Solutions., LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and 2010, dated 05/23/06, updated on 11/15/11, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. 2. .Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.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. 2. Notice of Acceptance No. 114325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16 3. Notice of Acceptance No. 08-0206.01 issued to Solutia, Inc. for their "Saflex HP Glass Interlayer" dated 04/17108, expiring on 04/14/13. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2007 and FBC-2010, dated 11/14/11, signed and sealed by Yiping Wang, P.E. 2. Statement letter of no financial interest, dated 11/14/11, signed and sealed by Yiping Wang, P.E. . 3. Certificate of Amendment to Certificate of Formation of Arch Aluminum & Glass, LLC aware to change its name to: Trulite Glass & Aluminum Solutions, LLC, issued by in State of Delaware, dated July 25, 2011, signed by Grace Kurowska, CFO, Vice President, Treasurer & Secretary. 4. Certificate of Authentication of name change to Trulite Glass & Aluminum i Solutions, LLC issued by the Secretary of State of the State of Delaware, dated 07/27/11, signed by Jeffrey W. Bullock, Secretary of State. 5. Florida Dept of State, listing of Trulite Glass & Aluminum Solutions, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. G. OTHERS 1. Notice of Acceptance No. 09-1022.01, issued to Arch Aluminum & Glass Company, Inc. for their Series "3100/L-3100" Aluminum Window Wall System - L.M.I., approved on 03/24/10 and expiring on 03/31/15. Manuel Per .E. Product Control a ner NOA No. 1 17.02 Expiration Date: March 31, 2015 Approval Date: February 09, 2012 E-2 J FOR 110011ADO.E L�IEttOMSREOD SEE SHEET 3 SEE SHEET 3 SEE SHEET 3 GOU1. AND ASOYE A n n I l ¢ rf i _ �$ D moME ET �� i---_ II I I I N v II G B $ p Z p •� �/ // I I Tj II I I � � To I k I MrNlf] G Gi C /, uI I)Ei�R3. I.F7- -ANCHWO TYPE A, B OR C — SE 1. 2. 3 OR 4 AT JAMBS SEE SHEET 9 L RONFORCWG KOO, FOR LOWGREATER TRAN 6D DL SERIES 31001-3100 ALUMINUM WINDOW WALL SYSTEM • WINDOW WALL SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. • CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE • ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007/2010 FLORIDA BLDG. CODE SECTION 2003.8.4. 2411.3.3.3 & 2326 D.L. OPG. SEE SHEET 3 I i I I D i I I � I kuiy � .f I O I I CN I � I I I I �I I C 24"MAX. �• ittt t tt`t t��• HEAD SILL 4" ION SPACING qT COR1 MEETS 4& 5 S - 1, s AT F 9DE OF YULL SEE SXEEf 9 TYPICAL ELEVATIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1, .DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2' SEE CHARTS ON SHEET 3 FOR CAPACITY OF DESIRED GLASS SIZE DESIBASELD ON APPLICABLE DESIGN LOADS. STEP 3: CHECK MULLION AND JAMB CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THRU B. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4: USING CHART ON SHEETS 9 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD,SPECIFIED IN STEP 1 ABOVE. STEP 6: THE LOWEST VALUE RESULTING FROM STEPS $ 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. �'.".GRS TYPE A 8 OR C 1, 2, 3 OR 4 AT JAMBS SEE SHEET B Tru l lte GLASS a ALUMINUM 801A1T10N8' htlpJAnvWJmIIte.G¢m 600 FAIRWAY DRIVE, Suite 20D DEERFIELD BEACH, FL 33441 p. BOWffi-81321t. 964.724-2M PRODUCT: Resistor 3100 STOREFRONT WALL-LMI *Resistor etw8rasmilMVR01ECRON. :NGINEIR M I MCY ENGINEERING, INC. 11I1 GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 306-271-0117 Er att MCY.Ee¢h•eRnpO}attnet _ _—MCVEnEIneeMp.mn STAMP: YIPING WANC, P.E. FLORIDA REGISTRATION 55983 y.k iE PRODUCT REVISED ¢a wmplying with the P%TMa BDHding Code Acceptenoe Expimtioa Date jJ% sy Mi 1 D¢do Pmdu¢[ 1 DRAWN: S.L. IDRANTNG No: DATE 7-22-11 I OF 13 11wc: ADF O,LO. D.L.O. WIDTH _TH WIDTH 01� dJJ c D.L.O. LO WIDTH o J J i C O D.L.O. D.L.O. WIDTH a i J n oc D.T.O. WIDTH D.LO. WIDTH d�0 e ci 0 D.L.O. WIDTH D.L.O. WIDTH J % J� cz � om x oTrulite CLASS e ALUMINUM 00 L9TIDN8^ 1/4' HEAT STREN'D GLASS 1/4' HEAT STREN'D CLASS 1/4' HEAT STREN'O GLASS hupJAv Jmllle.mm .090 INTERLAYER .100 INTERLAYER .090' INTERLAYER 800 FAIRWAY DRIVE. SURD 200 SAFLEX IIIG BY 'SOLUTW SAFLEX HP PVB BY 'SOLUTIA' SENTRYGLAS PLUS BY 'DUPONT' DEERFIELD BEACH, FL33441 1/4' HEAT STREN'D GLASS 1/4" HEAT STRENT) GLASS 1/4' HEAT STREN'D GLASS p.9004=.81321LS64.724-2083 PRODUCT. Resistor \ e li ��, 6 3 B II I�, 6 3 STOREFRO N WALL LMI oResistor o s o ' 7 7 REIN DATE/REMARKS GLASS TYPE'A' GLASS TYPE'B' GLASS TYPE V 9116' NOMINAL OVERALL 9/16' NOMINAL OVERALL 9/16' NOMINAL OVERALL ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. FOR ALTERNATE SHAPES LIMIT MAX. LOADS TO t90.0 PSF SEE SHEET 3 FOR D.L.O. WIDTHS AND HEIGHTS, USE ANCHOR TYPE 'D' AT 3' FROM FRAME ENDS AND 12' O.C. MAX. SPACING. ENGINEER: M NICY ENGINEERING, INC. LLJ GLAZING CONSULTANT 1/4' HEAT STREN'D GLASS 1/4' HEAT STREN'D GLASS 9110 SW SUNSET DRIVE MIAMI. FL 33173 .090 INTERLAYER .100 INTERLAYER P:305.271-0117 SAFLEX IIIG BY 'SGUJITIA' SAFLEX HP PVB BY 'SOLUiIA' Emsu: MCY.EreObYbrgdQan.n41 1/4' HEAT STREN'0 GLASS 1/4' HEAT SiREN'D GIi SS �XcyE"0H°Bf'0'"�' STAMP: 1/2' AIR SPACE 1/2' AIR SPACE PIPING WANG, P.E. FLORIDA REGISTRATION 1/4' TEMP. GLASS 1/4" TEMP. GLASS 6 3 N 8 I' �I II 6 3 .� p 659 �:a. 7 7 PR B � S S10IV A� ,���� GLASS TYPE'A1' GLASS TYPE'61' 1�o 11j1111I1111 1.511W NOMINAL OVERALL 1.0116' NOMINAL OVERALL PRODUCT REVISED as oomplyhg WOh Lila Flodh Building Cafe 6xpimtio0 Dme JIM:5 By Miem Dade Prodact GLAZING OPTION DRAM: S.L. DRAWING No: DATE 9-22-11 2 OF 13 DWG: -11-21 0% . �Ns O N m N m O A m N@ O N m N Oa+ O Duos N m O r O N N O n wi � O tG !� n I I I I O o b b 0 0 b b 0 0 b b 1 1 1 0 b 0 0 b b m O b b 0 0 b b 1 1 1 O o m 0 b 0 0 0 b b 0 0 b b 1 1 0 0 b b 0 0 b b 0 0 b b 0 0 0 b 0 0 b b 0 0 b 0 0 b 0 0 0 0Vv y' b b b I, I I m I? 0 m m o ?• 0 0 Oo pp11 P 0 0 1 1 1 1 m 1 b (O 8 0 b bob m m 0 O! b 1 1 1. P 9 P? o I I l 0 0 b 0 0 0 C l 1 0 90 c0 o 0 0 0 0 0 o b b b o 0 b o 0 0 o b vv .m y n 0 0 0 0 0 8 0 0 0 0 0 o p S S p o p o o p p o p o$$ S o 0 0 0 0 0 0$ 8 S o p p p $ o 0 0 o p o I. b b b b b 0 b b b b b o b b 0 b o 0 boo b b o b o b b b o b b o 0 0 0 0 0 0 0 P. ,�i o b o o b b o b eJ p poop p o 0 0 8 p o p o$ o 0 8 S S S o o p g p p o 0 0 o p g o p p p o 8 p o p g o 8 8 0 o p o m 0 0 o b o o b b b b o b o b b b b b b b b b b o b o o b b b b o b b 0 0 o b b o b 0 b b o b b b o b vv $ 8 8$ o S o S S o p$ o S S S S S S S o S S S S S o$$ S S S o o$$ S S$ o po o S S 8$ S S er b o b b o o b o b o 0 o b o b b b b b b b 0 b b b b b o b 0 b b b o 0 b b 0 bob o o b b b b b b vv �r o N s0 5 2 TKO O b b b o b o V o tvy7 o �•' C I l l b0 o l l l l a obvv �� y m y� 0 0 o b o b o o b o b vV m� 9 0 S S o S S S o o S o S m C S S o 0 0 l o 0 0 $ S n b 0 0 0 o O O b b b vv m $y $ $;We xaI ogOF IM A z t owe a� in /A: z P m JAMB/MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. MULL 'Ml' JAMB 'A' MULL 'M2' JAMB 'JV MULL 'Mw WIDTH (W) FRA1lE HEIGHT EXT. (+) INT. (-) E1R. (+) INT. (-) EIR. (+) WT. (-) 24' . 30° 36" 42' 48' 54" 80" 06" 72' 78' 80.0 100.0 100.0 80.0 IOD.O 100.0 BOA 100.0 100.0 80.0 100.0 100.0 80.0 100.0 100.0 80.0 100.0 100.0 '80.0 100.0 100.0 - 100.0 100.0 - 10D.0 100.0 24' W. 36" 42" 48" 54" 80' 66" 72" 84' 80.0 100.0 100.0 80.0 IOD.O 100.0 80.0 100.0 1DO.0 80.0 100.0 100.0 80.0 100.0 100.0 80.0 100.0 100.0 80.0 100.0 100.0 - 100.0 100.0 100.0 100.0 24' 30' 36• 42' dB" 54' 60" 66" 72' 9o• 80.0 100.0 100.0 80.0 100.0 1DD.0 80.0 100.0 100.0 80.0 100.0 100.0 80.0 100.0 100.0 77.4 100.0 100.0 100.0 100.0 - f00.0 100.0 - 100.0 100.0 24' 30' 36" 42" 48' Be 60" 65" 72' 96' 80.0 100.0 100.0 80.0 100.0 1OD.0 80.0 10-0 10o.0 80.0 10010 100.0 72.6 100.0 100.0 66.3 100.0 100.0 ' 98.8 96.8 - 90.9 90.2 80.4 30.4 24' 30° 38" 42' 48" 54" 60' 66' 72' 102" - 1COA 100.0 100.0 100.0 100.0 100.0 - 100.0 100.0 89.5 98.5 - - =73,773.7 - JAMB/MULLION LOAD CAPACITY - PSP WITHDUT BnERMEDIATE HORIZONTALS NOMINAL DIMS. MULL 'M1' JAMB 'JI' MULL 'J!2' JAMB 'J2' MULL 'M8' WIDTH (W) FRAME HMM EXT. (+) INT. (-) E%T. (+) INT. (-) EXT. (+) INT. (-) 24" 30' 38' 42 48" 54' 60' Be 108' - 100.0 100.0 100.0 100.0 1 DD.O 100.0 R&D 98.0 - 87.1 B7.1 78.9 78.9 72.5 72.5 67.6 67.6 24' So' 36' 1. 48' 54° 60• 114' 100.0 100.0 100.0 100.0 98.2 98.2 85.4 85.4 76.0 76.0 69.0 .. 69.0 63A 63.5 24• 30" 42' 48' 54' 60" 120" 1DMO 100.0 - 99.5 99.6 - 83E 83.8 72.8 72.8 - 64.7 64.7 58.6 60.0 - 53.8 60.0 24' 30' 36' 42' 48' 54' 126' 80.0 60.0 - - 60.0 80.0 60.0 60.0 24" 30' 36' 42' 48'I 132' 60.0 60.0 - eo.0 e0.0 e0A 24' 30" 36' 42' 48' 138' - 60.0 - 60.0 - - 60.0 - 60.0 60.0 24' 30' 36" 42' 48- 144' 60.0 80.0 - - 60.0 60.0 57.6 4�5 � 4tDl wl wt wz WIDTH (W) - W1 (JAMB) WIDTH (W) m W7 + W2 2 JAMB '31' JAMB '32' STEM REINFORCED O O MULLION 'ML' MIMION 'M2' MULLION '113' ALUMINUM RE04FORCED STEEL REINFORCED STEP 3: MULLION LOAD CAPACITIES 4Trulite 0LA936ALU69NUM 60LUTON9' htlplAvww.tnaRe.eOm 800 FAIRWAY DRIVE, Salle 200 DEERFIELD BEACH. FL 33441 p. 800432-813211 964.724,2093 PRODUCT: Resistor 3100. STOREFRONT WALL-LMI oftsistor Bun?Le mamclm- ENGINEER: M MCY ENGINEERING, INC. GLAZING CONSULTANT silo 6W SUNSET DRIVE MIAMI. FL 33173 P:305.271-0117 Email: atCY.En9Nea�9®ennN - www.MCYEnpnoMnemm STAMP: YIPING WANG, P.E. FLORIDA REGISTRATION NOA02a suirnTnmm PRODUCTREVISED as 4wmptying with the Fleslds BuBdihB C040 Acceptano0 No Er ImlloO Date r 015 Dade Product DRAWN: S.L. I ORAWING No: DATE: 9-22-11 4 OF 13 DwG: ADtt-zr !L) DOOR MULLION LOAD. CAPACITY - PSF NOMINAL DINS. T1ITHOUT RBINFORCING MTH REINFORCING DTH (W) FRAME HEIGHT EXT.(+) / INT.(-) Ef(L(+) / [MT.(- 36" 42" 48° 54' 60" 81-1/4" 87.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 - 87.0 - 87.0 30" 36" 42° 48" 54" so" 85-1/4 87.0 67.0 87.0 87.0 87.0 87.0 84.5 87.0 - 87.0 - 87.0 30' 38° 42" 48` 54" 60° 91-1/4' 87.0 87.0 87.0 87.0 80.7 87.0 - 87.0 - 87.0 - 87.0 W. W. 42' 48° 54" 60" 97-1/4" 87.0 87.0 77.8 87.0 86.7 87.0 - 87.0 - 87.0 - 79.1 30' 38' 42" 48" 54' 60" 102' - 87.0 - 87.0 - 87.0 - 87.0 - 79.9 - 71.9 30" 38` 42° 48` 54" 60' 108° - 87.0 - 87.0 - 87.0 - 79.3 - 70.5 - 63.5 30" 36" 42' 48" 54" 60' 114' - 87.0 - 97.0 - 77.1 - 67.5 - 60.0 - 54.0 30" 36" 42' 48" 54' 60" 120' - 87.0 - 77.1 - 66.1 - 57.8 - 51.4 - 46.3 WIDTH (W) - W7 + W2 2 'TRUUTE' DOORS INTERMEDIATE SEE SEPARATE NOA7 [HORIZONTAL 1 tlIR 49Ip M4► _J WI W2 WIDTH (W) m W1 + W2 2 O O DOOR MULLION DOOR MULLION W/O REINF. IL/ ALUAL REWF. DOORS Tru l ite o SEE SEPARATE NOA 0LA88a AL08iR118430LU11oN3• hOp•I/www.buItq om � ,II D 200r 600 FAIRWAY DRIVE, SUR RBEACH, FL 33441 g#w fWIIfIIjII li d32I0647242013 PRODUCT: L J Resistor t wz W1 3100 STOREFRONT WALL-LMI WIDTH (W) 21 + 42 *Resistor Kwbe"NWIEcm. ENGINEER: M INCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAM, FL 33173 P. 305-271-0117 ED.&. MCY.E.Sm-ftma um www.M .ft." STAMP: nr4No wAHa P.E. DRAWNLS.L. I DRAWING No: DATE 9-22-11 6 OF 73 DWG: AD11-21 L) NGIINAL j)nuL RENMEMC I RIMMMINO NOMNAL UUM YtmNFORCDNO R6BIPoBCDN0 v mR WIDTH LENGTH LENGTH 00.(+) ER.(+) wom WUTH LENGTH ONO (w2) (A)(L) iNr.(-) MTA-) (WI) M2) 30' 78.3 87.0 30' 42.1 72.9 33' 75.0 674 1. 40A 70.1 �. 3M' 71.9 07.0 60' 36• 39.1 67.6 39' 89.0 87.0 38' 37.7 SU 42' 65.4 87.0 42' 3&4 6&0 48' 61.7 87.0 48' 34.E 59.0 64' or 102' 57.6 67.01. or M.32.0 55.5 30' 71.0 WA SD' 37.6 05.4 33' 683 87.0 33' 38.5 83.2 M. 38• 617 87.0 7. 36' 353 61.E 1. 6&3 87.0 39' 34.2 59.1 1. St.1 87.0 4Y 33.1 57.3 48' 57.1 97.0 48' 1 31.2 54.0 04' 53.6 87.0 30' 62.6 87.0 33' GDA 67.0 w 31. 57.7 87.0 O 1. 55.5 87.0 42' ME 67.0 46' 49.6 66.2 � • or low 6&6 6$0 7.0 Q 33' 54.4 67.0 M. 38• 82.0 67.0 39' 60.6 87.0 42• 49.0 84.7 DOOR MULLION DOOR MULLION 48' 45.9 79.4 W/O RMNF. Q/ ALUM. REM. 54' 1 4&2 74.8 30' 50A 67.0 33• 46A 04.7 �• 38' 47.1 81.5 39' 45.4 70b 42' 43A 76.8 48' 40.9 70.8 1. 36.4 56.5 So' �• 1tP 45A 793 33' 44.2 70.5 IN7 41M 3 7Y �. 3 AA 12' 39.9 69.1 L III /_ J 48' 37.5 05.0 DOOR 31=ON LOAD CAPACITY - POP DOOR MOLLWN LOAD CAPACITY - POP AT DDUBIM DOOR W= TRANSOM AT DOUBLN DOOR MR TRANSOM NUROUT NITS WMOOT wm NOMINAL III®. RBINFOB@70 REINFORCING NOMINAL DAYS, REINFORCING RBNPORCM wID1NN 1wm11 IENmx t1rNGTH ERd+) Ecr.(+) B1DTH MmH LEtmx lF2NONx exr.(+) rxc(+) 1. $7.0 87.0 1. 48.7 843 1. 87.0 87.0 3S' 40.9 61,2 84.2 97.0 60' 35' 6, 30• 45.2 78.2 802 97.0 43A 75.5 39' 1. 47' 773E 07.0 42' 42.2 73.0 39.5 5113 1. 72.2 97.0 48' 1. �• �• 67.4 67.0 �• p0• 114' 37.1 43.7 543 73.0 30• MA 87A 30' 1. 80.1 87.0 33' 42.2 73.11 ".0 87.0 7r 38' 72. 30 40A1 70.7 743 97.0 30.6 6&4 3B' 39' 1. 71.6 87.0 42• 3" 803 1. 6849 87.0 46' 30.1 62.5 1. 62.7 87A 84' 34.1 59.1 30' 73.6 87.0 30' 40.6 703 33' 70A 87.0 33' 39.1 67.7 w 30' 6&1 074 w 36' 37.7 653 30' 054 07.0 39' 30.5 93.1 83.1 97.0 3" 6" 4Y 42' 40' SILO 87.0 1. 33.1 67.2 6&1 87.0 31.1 36.3 53.9 52.0 54• 90' 102' 1. 30' 90' 10• 30' GOA 87.0 35.E SF8 33' 64.1 67.0 SS 72. 3r S19 97.0 72• 36' 34.0 6" 30. 52.8 67.0 39' 33.0 57A 57.8 87.0 32.0 53.3 4r 42' 46' 64.2 87.1) 1 4e 30.2 52.2 SP I 1 51.0 6MA 30' 59.4 87.0 33• 57.1 87.0 w 3M' 55.0 87.0 32' 63.0 87.0 51.2 87.0 42. 40' 47.8 an 44.9 03.4 77.7 67.0 54' 9D 108' 30' 33' 61.0 07A 72' 36' 49.5 89.2 48.2 EM4 39' 4&6 80.7 42- 46' 4&9 75.9 64' 41.4 71.4 STEP 3: MULLION LOAD CAPACITIES oTrulite OLA69 6 ALAIYINBY iL5LU1�^ hHp:/Awvw.W R"= 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 Resistor 3100 STOREFRONT WALL-LMI *Resistor 10"arm"I'1oTem . IMCYENGINEERIN%INC. LLJ GLAZING CONSULTANT 01108WSUNSETDRNE MIAM4 FL 33178 P. $06.2714117 Emak MCM2Inaah9@aAna1 -MCYEr b."nc.mn SIAWN YIPMO WANM P.& * Nv N: S.L. I DMMNO NO: 9-22-11 1 7 OF 13 ADII-21 DOOR MULLION STEP 3: MULLION LOAD CAPACITIES oTrulite OLA99 i A W wNUEI 901UfU)N9` DOOR MULLION LOAD CAPACITY - PBF hOp/hwrw.WOtaaom 800 FAIRWAY DRIVE, SWIG 200 DEERFIELD BEACH. FL 33441 P, 8064'." 32I L 954.724-2 M PRODUCT: Resistor 5100 STOREFRONT WALL-LMI *Resistor eLaeN441MtlFA0IBemN` REVN DATE/REMARKS ENGINEER. M MCY ENGINEERING, INC. OLA2ING CONSULTANT 9110 SW SUNSETORNE MIAMI, FL 33173 P:306.271-0117 EmM: MCULVnnMBcainat rmw.may STAMP: PIPING WANG. RE FLORpA REGIST1tATH)N PE 55883 J•�y�P`Na WAI.1011p NOV 112011 �9 t STATE OF i,�� RG��e� �i`Lj'••'•.......• C� �i�NA�.'`�• PRODUCT REVISED as comp17f'TwMthe FlmMi sNO ;mtIm Dafo "1201. �• ado DRAWN: S.L. DRAWING No: 8 OF 13 DAB 9-22-1 DWG: AD11-21 AT DOUBLE DOOR IAT'A TRANSOM LOAD CAPACITY - PSF AT DOUBLE DOOR 17PCH TRANSOM NOMINAL D1tIB. 11CfBOlIT REINFORCING DH'B iDIa4PORCING NOMINAL DIIfB. 1DTfB011T RBDIf!oxcINa 1fP7I1 REINFORCING WO)Tlt (WI) WIGfFt (W2) LENGTH W LENGTH h) EXN.(+) �.(-) EM.(+) IHr.(-) WDitl n+l> WOTffI (W2> 1kT101N W LENGTH (U EXL(+) �(-) OG.(+) tNL(-) 80' 30' 33' Jg• Jp' 42' b' Be Be p0' 87.0 87A eD• JO' 33' J6' 39• 42' b• �' 84' 108' 68.8 87A 87.0 e7.0 b4.7 87.0 87.0 87.0 62.7 87.0 87.0 87A 80.9 87A 87A B7A 492 86.1 52.7 87A 48.1 79.e 77a 87A 43.4 78.f n. 30• JS• 30• J9• 42• 4B' Be 87.0 87.0 72• 30• 3J' Ja' 39' 42' b' Be 60A 87A e7.0 87.0 49.2 86.1 87,0 B7A 47.6 82,4 84.9 87.0 48.f 79.8 61.9 87A N.7 77.4 70.0 87.0 42.1 72.9 71A WA 39.9 e9.0 eD' 30' JJ' 38• 39' 42• 4B' Be Be 96• 87.0 87.0 8D• 30• 33' 3e' 30' 42' b• Be B4' I1L' 4b9 813 lM0 87.0 4S2 78a 80.7 87.0 b.7 76.6 77.7 87A 122 7J.0 e7.0 {66 70.a B7A 38a 883 87.0 J8.1 82.6 JO• 39• 39' 4Y 48' :70.0 87.0 72. 30• 38• 3fY 42• b' 420 7283s•e7.oss•b.s7oa72• W.0 79a f18.0 70.p tilA 3&1 Bd0 BBb 67A 57.0 84A 84.2 67A 349 8 DOOR MULLION LOAD CAPACITY ^ P8P AT DOTiB1� DOOR WITH T1?AN80M DOOR MULLION LOAD CAPACITY - P8P AT DOUBLE DOOR l/PI'H TRANSOM NOMINAL n1lea. R1180OT R�{eoacING WITH REINFORCING No7nNAL awe. 1IIPa0UT tunvFORctxa II1TH RrBxYGRDINc WIDTH (Wl) WIDTH (W2) LENGTH (A) LENOTH (U E0:(+) IM.(-) FM.(+) ]MT.(_) WIDTH (W1) WIDTH CW2) LENGTH (A) LD10fH (U IN7.(-) FM.(+) WN.(-) a0• JO• 33' J6' 39• 4Y b• Be e0• �, - 87.0 87.0 eD• 30' 33• Sa' 39' 4Y {e• 54' 80' f08• 95.3 87A 87.0 87A 53.3 S7.D 87.0 87A 51.5 87A 87.0 87.0 49.7 Be.t e8.a ' 87A 48.1 B32 • 80.7 e7.0 18.1 7e.1 70.8 87.0 426 73.8 �. so• 33• JO' 39' 4Y 4e• Be s7.o s7.o �. so• 3s' 3e• 39' 42' b' 54• 49s B6.e 87.0 e7.0 47.9 e28 8a.1 87.0 48.4 80.2 B22 87.0 44.9 77.8 7DA e7.0 43.8 75.6 74.4 B7A 41.2 71$ 70.0 87.0 39.0 67A 80' 30' 33' Se• 39• 42' 4e• eo• 9e• 81.8 WA 60. 30• J3• JB' 39• 42' b• Be BD• it4• b.9 79A e1.3 87.0 443 70.7 78.3 87.0 42A 74.1 755 87.0 41.4 71.8 729 87.0 40A 68.J ea1 e7.o 37.e as.1 e{.o w.o 355 e1.s 7Y 30• J3• SM 39• 42' b' Be 7e.1 87.0 n. 30• J3' JM 39' 42' 4e' Be 4t.0 71.0 75.4 87.0 3D.7 eB.7 70.9 87.0 38.b 88.8 8e.8 87.0 37.3 e4.8 e8.4 87.0 38.2 62.7 826 87A 34a 60.3 58A 117.0 32S 682 so, 30• J3' se• 38' 42• b• 64' 8D' 102' e7.8 87.0 80. JO• JS' J8• 39' 42" b' 84• 80' 120' 38.7 J7a 8&9 868 a&2 87A az.9 87A se.f ez4 80.7 87.0 M.9 80.4 6e.7 1i7.0 33$ e8.6 6&0 87.0 31.8 6a.0 a1.7 e7.0 30'0 $1.8 �. so• 3Y ss• 39' 42' b• 54' ea7 w.o �. 30• 33• sa• J9' 42• 48' 34.8 aa7 ee.7 87.0 33.s a�.e 6eA e7.o 3z{ ae.o 85.0 67.0 31.4 6{.4 S3.J 87.0 30.5 $2.B 30.2 e7.o 2e.9 aG.o 47.6 822 .L, O Z �s'�888 b b o o b P e o h+ �b8$o88 "so 0oo8oso�R 98b8b8 b8b8 8o b` b88 b 8 8 8 M :.9 a80 80 o 8b 8b �8b 8o 8b 8b $'b po ob 8o 0o 80 j 8 o b o 0 o b o b b b b b b b �obo 8 8b b 8b 1$ 8 88: b ,e -88�-y b y, "e � �e889 Gb dilbilill b o b H b b b b e b o b b b b b b b H b b b b b o n :� $ ec-o-•� 0 o b b � b b g Qoo b b o b o b o b e s' b b e' b b e b b b $ o o' o' o b yypQ$$��o o 0 oa $g qq b $$� loll * � ri m ?�Kf1'f�,��nj f; $', �''S ;$+'',g:iio, �k.Y �G�x� X�'N,m • .+.$ Q +^t • X,i:w a�ff`:3r: lye +fix i`iN 3 n p o� S ±' 'e ep � b eo S eo �"� P b b b� s"�� 5 a N� o� N o i g� o S o� S �' p K •,po SSs ob sggQes bo g gsbsssbb��t+-'y8"s8bS PC go bbb im+bbbLGiebo+eb•0000 .b 8�'88��s88gS5 J+�•bcoo �e i... b b b b b b 6 0 o b b b b b b b b b b b b b Q_RRQQ_ b 6 5 b i �o _R$� b u b b i b "eo b b 8 0 0 0 0 o $_ b o b+ 1 q ssQSS`: w i b b b G s b b ss'BSs�Ss b b o b b b b H+ b b b SsgB�gta�"f:os$ b J L 4 b m in H b >r �n m °se$byy� b b $i ii ��ppog� 6 ! e+► J J MW¢ P o 0 o b o o b b e b o b b b m b O_Q o 6 _g 5 + b b 0o\ b b o m b b b b o b c b b o o o o �i 1 1 111 11 j�ll �y So v v NON In 222 i NEE + s s g€r ;; u Eo 00 tzz Q {2 2 gas 22 N m mm N+ � N O is u u FMME H8W RVW smart H� � d ♦� ,O uutuiq� � e � � rn � ♦ 4 c T m JS if�S 23bwIn �� O.Wi 8�� +:Q `..aj ~ O:o b f3 2 tyy p m g z 0 �Sn'pGilQ� �C� vmO z Nr-Aci O , LuPE 3 gt!■ c o 11191iiie. dp L�i f .\♦\ I *17I77Itt11ltt\\ NOTE: MULLIONS SHOWN IN DASHED LINES ARE NOT PART OF THIS APPROVAL WOOD BUCKS AND METAL STRUCTURE NOT BY TRUUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, TYPICAL ANCHORS AT WINDOW WALL SYSTEM: SEE ELEV. FOR SPACING ] /4' DIA. UL7RACON BY 'ELCO' (Fu 177 KSI. Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY T- ,)/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. "155 KSO DIRECTLY INTO CONC. OR MASONRY 1-5/8' MIN. EMBED INTO CONC. OR MASONRY ,'- #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DARE COUNTY APPROVED MULLIONS (1/8' THK. MIN.) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. rNw�e-aae couNn AVPRovEo — —, IM O&I NEON ANCHORS I' EDGE DISTANCE II TYPICAL ANCROR3 AT ALTERNATE WINDOW SHAPES: SEE SHEET 2 FOR SPACING TYPE 'D'- 016 DIA ULTRACON BY 'ELCO(Fu-177 KSI. "155 KSQ INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-318" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY - 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-5/8" MIN. EMBED INTO CONC. OR MASONRY TYPE 'D'— ��18• DIA. cMc OR c F DRILLING SCREW c (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (1/8" THK. MAN.) INTO METAL STRUCTURES STEEL : 11W THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE -AND MASONRY = 3-1/8' MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMSS I'm - 200D PSI MIN, Tru I ite GLA085 AU!"m Sowrows- RIIpJAv".tmft.wm 800 FAIRWAY DRIVE, SWIG200 DEERFIELD BEACH, FL SMI p. U0432-8132IL BSA- V_T03 Resistor 3100 STOREFRONT WALL-LMI oReslstor Ifi.w&9q=pRORC50R'" MCY ENGINEERING, INC. LJ GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305-271-0117 E 1ICYXMW VQE Ud .Nerst"o-*g_ STAMP: YIPDIG WANG, P.E. STATE 1.;; UNAL t"S.L I DRAWING No: 9-22-11 10 OF 13 ADII-21 i C THIS PRODUCT MAY 13E INSTALLED INSIDE OR OUTSIDE GLAZED WOOD BUCK FILLER REINFORCING OPTIONAL OPTIONAL BY OTIO:RS� CHARTS ON SHEETS 4 Qc S D E BILL OF MATERIALS HAI / p'lY. PBaPPE D>N 11AT7IDA1, Y1R07ACIDffit/� 1 AS RE00. 1 3101 FRWE BAD/•A/ON6 M13L 600-m IWARE 2 AS RTDO. 3102 IDImmme YD30PAL/BOn mm AWL OJ03-m Ifum 3 AS RM 3103 OLASS SW A111M E003-75 TRtm 1 AS ROm. 3104 Dm BwwAwUm RFD wam AM am -le mum IA A3 Rm. 32039= ULU= RMUMPANG sm sm D/D' X 3 Me D 2/NE um • SZTrw HIM 01ILL AR. GUM DUROYETFM DD +/-S L•PDB 1-1/e X 1/4' X r LOW BA 2/NE B82D m7m am WSW LAW mm) mmam W DD +/-5 FPDN 1/2- X 1/P X Y LONG D AS Rf)m. B63 la= IN GASKET OL03XD TED DO +/-D EPOM 7 AS RE00. V2100 0AZ= MW TAPE UMM 1/4' X 3/D' D AS RM SS) OLA2M0 9FAlAM SAIWNE DGR 00RNIN0 G 2/WRA91 SN /12 4 X 3/Y RD'.a T— 23 6 4mm m - 10 2/CORNlR PIJ 1/4-20 K 1-1/r FMG TYPE 23 SWmR3 WL - 1 z , RENFORCIN, ' v OPTIONAL SEE CHART! ON SHEETS P e B B ' • p.• / PD ._.; .._ ._.. _�. .. _.._.._.. .. _.._.. _.. 7 7 7 D.L OPENING D.L OPENING •y;•r• V y. - SR)CONE SEALANT EXTERIOR DOW CORNING 790 OR EQUAL ° MIN. GAP RECOMMENDED SEALANT DEPTH SHALL BE HALF THE SFMANT WIDTH. FRAME WIDTH MIN. MAX. GA MAX. FRAM GAP HEIGHT MIN. MAX B0' 3/18' 1-1/S' 7Y Ile 1-1/8- w 1/r 1-1/8- o8' 3/8' 1-1/8' 108' 3/8- 1-1/8' 1207 1/2- 1-1/5- MAX FRAME MAX CAP AT WDTN EACH SIDE 30 FT. I 1-1/8' 80 FT. 1 1-1/8' ALTERNATE SEALANTS AT JAMB CAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. o-Trulite aAssawlMWUMmumaxD- hU;IdA/wwXuElo=m 800 FAIRWAY DRIVE, SuRd 200 DEERFIELD BEACH, FL S3MI p. D1.8D1004M.01321.721•=3 PRODUCT: Resistor 3100 STOREFRONT WALL-LMI *Resistor 1DADnoaamwmm oN- ENGINEER: M mj— MCY ENGWEERWG, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI. FL33173 P: 300.271-0117 P.nWL• 11CY.ftw" gQ.EnN STAMP: PIPING WANG. P.E. V 182011 STATE OF MODUCTREVISM a (mml lyire wUh Om rhda1 AINml P mm E3 ITmlon (Y17 BY Pmdua DRAWN: S.L. I DRAWING No: DATE:8-22-11 11 OF 13 DWG: AD11-21 SEE ON SHEETS a u ------ MMW—DADE COUNTY APPROVED IMPACT RESISTANT TRANSOM SEE SEPARATE NDA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA © OR WINDOW WALL SYSTEM CAPACITY CHARTS WILL APPLY TO ENDRE SYSTEM. III �>r. lln' MDEAAPPROVED IMPACT RENt DDOOO /----------- TOTAL NO: OF ANCHORS AT DOOR MULUON HFAD ANCHORS MUlUON ,.WO - O YIR110N WRH NFO CINQ E AT R%. UTE AT DOOR AT FOX UTE AT DOOR 4 2 c I / I \ A al G \ I / \ 6 i E F G / / TOTAL NO. OF ANCHORS AT DOOR MULUON SUL MuuJJ �J w MULUON WDM AT iIX. UIE AT DOOM AT FIX. UTE AT 3 CHARTS SHOWN ABOVE APPLY TO ABOVE CASES ONLY. TOTAL NO, OF ANCHM AT DOOR MULUON NE10 MIOhl10N0 0 ANCIIOA9 R —R—O 1 AT FIX, UTE AT DOOR AT FIX. AT DOOR a C 3 DOOR � Trulite OUMaAU"UMeOURgNe` hapJAmv trul@e com 800 FAIRWAY DRIVE, SuDa 200 DEERFIELD BEACH, FL 33441 p. 800432.81321 f.051-124.2083 PRODUCR Resistor 3100 STOREFRONT WALL-LMI *Resistor fAAef&B pIpllmm- ENGINEEL M MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MUNI. FL 33173 P: 306-271-0117 EmG: MCYXm*.@mO®AIMwt www.MCVEneTmwMGwm STAMP: WIND WAND, P.E. FLORIDA REGISTRATION 811111 n • - REVIS9D R with the Flop to DRAWN; S.L. I DRAWINO No: °ATE a-zz-„ 12 OF 13 trxG: Aw,-2, G Q #3101 — FRAME HEAD/SILL/JAMB -•{ .525 j�- 3,750 #3205 STEEL MULLION RONFOR. j�---4500 FE .2so +� 1.035.750 j•- 2.750 1.Ev .750 .1L T— 16 +1 .875 F- 230S—+I ® #3102 - INTERMEDIATE VERTICAL/HORZONTAL $H63 - GLAZING GASKET 1.514 r.063 .9sj e .750 1-1.7B0—+I @3 #3103 — GLASS STOP 777— j••---3.965--y .900 5 p .530 p .722 L NOTE: DETAIL ABOVE SHOWS CONNECTION OF HORVOI • 2.9� MEMBERS TO VERTICAL FRAMES. JAMB AND MUL O WITH OR WITHOUT REINFORCEMENT. SEE SHEET #3104 — SHEAR BLOCK / ALUM. MULLION REINFOR. FOROPTIONS. :Trulite 0u3S AAIJ11IINUM 00=101 1` . hupJAvww.trWOe.eom 800 FAIRWAY DRIVE, Sulte 200 DEERFIELD BEACH, FL 3WI p, 80043241W 1 L 071.724,2083 PROOM. Resistor 3100 STOREFRONT WALL•LMI *Resistor e Affmxat N• ENGINEER: M mj— MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI. FL 33173 P.305-271-0117 Ema@ NCYJ:nynnip0ylmt vmaJa0yE1Wr.rt'owe STAMP: YIPING WANG. P.E. FLORIDA, immi I ST�7NGo.�4i r No yye 1: S.L. I DRAWING No: 9-22" 13 OF 13 AD.1-21 MIAMI-DIAD MIAM—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION.DIVISION. T (786) 315 2590 F (786) 315-2599 NOTICKOF ACCEPTANCE (NOA} .����.miamidadetgov/pare/ Trulite Glass & Aluminum Solution, LLC 800 Fairway Drive, Suite # 200, Deerfield Beach, Fl. 33441 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Contirol Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The -Miami-Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami --Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Resistor Series 350 Medium Stile Impact" Outswing Aluminum Storefront/ . Curtain Wall System Door - L.M.I. _ APPROVAL DOCUMENT: Drawing No. 11-190, titled "Resistor Series 350 Medium Stile Impact Door" sheets I through 13 of 13, dated 10/10/11, prepared by EngCo, Inc., signed and sealed by Pedro M. De Figueiredo, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state; model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in -the applicable'liuilding 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. 09-1110.04 and consists of this page 1 and evidence pages E-1, and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NTYM NOA No.12-0117.05 �aMtiDe �� Expiration Date: March 17, 2015 Approval Date: March 08, 2012 ` o Page 1 �J� C Trulite GIass & Aluminum Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.'s 04-1208.01 and, 09-0105.01) 2. Drawing No. 11-190, titled "Resistor Series 350 Medium Stile Impact Door" sheets 1 through 13 of 13, dated 10/10/11, prepared by EngCo, Inc., signed and sealed by Pedro M. De Figueiredo, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked -up drawings and installation diagram of an aluminum door line, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5767, dated 11/06/08, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 09-0105.01) 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, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum door line, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4264 and FTL-4184, dated 06/18 and 08/03/04, signed and sealed by,Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-1208 01) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by the EngCo Inc., dated 12/19/08, signed and sealed by Pedro M. De Figueiredo, P. E. (Submitted under previous NOW No. 09-0105.01) 2. Glazing complies with ASTM E1300 98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E-1 Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No.12-0117.05 Expiration Date: March 17, 2015 Approval Date: March 08, 2012 Trulite Glass & Aluminum Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont -Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/08, expiring on 04/17/13. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBG2010, and of no financial interest, dated 12/08/11, signed and sealed by Pedro M. De Figueiredo, P. E. 2. Certificate of name change amendment dated 07-27-11, issued by The State of Delaware for Arch Aluminum Glass, LLC to Trulite Glass & Aluminum Solution, LLC, signed by Jeffery W. Bullock, Secretary of State, 3. Florida Dept of State, listing dated 02/03/10 of Trulite Glass & Aluminum Solution, LLC (Foreign Ltd. Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. 4. Laboratory compliance letter for Test Report No. FTL-5767 issued by Fenestration Testing Laboratory, Inc., dated 11/06/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted Under NOA-No. 09- 0105.01) 5. Laboratory compliance letter for Test Reports No.'s FTL--4184 and FTL-4264 issued by Fenestration Testing Laboratory, Inc., dated 06/18 and 08/03/04, both signed and sealed by Edmundo Largaespada, P. E. (Submitted Under NOA No. 04-1208. 01) G. OTHERS - 4. Notice of Acceptance No. 09-1110.04, ' issued to Arch Aluminum & Glass Co., Inc. for their "Series Resistor Impact Medium Stile Outswing Aluminum Storefront Door - L.M.I.", approved on 03/17/10 and expiring on 03/17/15, Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.12-0117.05 Expiration Date: March 17, 2015 Approval Date: March 08, 2012 E-2 USER INSTRUCTIONS: 1. DETERMINE PROJECT DESIGN WIND LOAD PRESSURES (Pd) AS PER ITEM 4 OF GENERAL NOTES, SHEET 1. 2. VERIFY IF MAXIMUM DOOR OPENING ALLOWABLE PRESSURE. AS PER TABLE 4, SHEET 2 IS GREATER THAN Pd. 3. VERIFY IF GLASS TYPE ALLOWABLE DESIGNED PRESSURE ON TABLE 111A, SHEET 2 IS GREATER THAN Pd. 4. VERIFY IF HARDWARE ALLOWABLE DESIGNED PRESSURE ON TABLE 2, SHEET 2 IS GREATER THAN Pd. S. VERIFY IF FRAMING TYPE ALLOWABLE PRESSURE ON TABLE 3, SHEET 2 IS GREATER THAN Pd. 6. INCORPORATE A VALID NOTICE OF ACCEPTANCE FOR THE FRAMING WHEN DOORS ARE TO BE PART OF A STOREFRONT OR CURTAIN WALL ELEVATION. GENERAL NOTES: 1, CODE; THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2007/2010 EDITION - (INCLUDING THE HIGH VELOCITY HURRICANE ZONE) 2. DEFINITION: THIS PRODUCT IS AN SERIES 350 MEDIUM ODOR WITH LARGE AND SMALL MISSILE IMPACT RESISTANT LAMINATED GLASS. 3. POSTING: 'RESISTOR SERIES-360 MEDIUM STILE IMPACT DOOR' TRULITE GLASS & ALUMINUM SOLUTION. DEERFIELD - BROWARD COUNTY - FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED° 4. DESIGN LOADS: LOADS TO BE CALCULATED, BASED ON ASCE 7, BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. S. MATERIAL: ALL ALUMINUM PARTS TO BE 6063-T6 OR AS INDICATED AND GLAZING TO BE LAMINATED IMPACT RESISTANT GLASS AS SPECIFIED ON.THIS APPROVAL. 6:' FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THIS APPROVAL DRAWING. 7i -USE:.;j.SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, .Afb-41WCT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7.1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS TO BE ATTACHED INSURING PROPER ANCHORAGE, 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. B. 33 1/34 INCREASE IN ALLOWABLE' LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL, HOWEVER, WOOD ANCHORS WITH 1.6 INCREASE FOR WIND LOAD DURATION HAVE BEEN USED. TYPICAL ELEVATIONS V Tru I ite 72" IMUM GLASS & ALUNINUIM SOLUTIONS' DOOR OPENING DOOR MAXIMUM NO I ndanN W,.wOtoe 72' MAXIMUM �J ,J 42' MAXIMUN L BOO FAIRWAY DRIVE, Sufte0 DOOR OPENING DOOR OPENING DEERFIELD BEACH.FL33441 p. BOD 432-81321 f. 964-72440M PRODUCT: - t / `.� _ ; / RESISTOR CD/ \' M i w H Z / 4' SERIES 350 ow. ' 1 0. `\� o Medlum $tile Impact Door 0 0 co *Resistor O `\` ,err OLL PRODUCT SERIES REVN DATE/REMARKS \ XX- PAIR DOOR X-SINGLE DOOR XX-PAIR DOOR X-SINGLE DOOR ENCINMR: WITH TRANSOM WITH TRANSOM CA 8118 5595 ORANGE DRIVE SUDS 201 DAVIE, FL 33314 ENGCOWLCOM --- -- ------------- -------------- 1I q' II sTAMP4,II A, GE FIGU� = • . I I I I 141 ►Oi I I - I I `O„ I I I I---------- ''A,11�/O`'� •• V :�4 = ----y------------------ k==== =___�--------- k=--------- F o --- No. 2609 `t Wo I f Wo I � _*? STA OF a; fE , r \ I EE I i I =�� : Q scl���� 11� W o / ` o I ' I ONAL MID IPANEL 8 ,111 s y i i y� i i •.pg, •% PRODUCr CONTROL APPROVAL: U. \ r \ _-_ -------_ PRODOCT'RRVISBD ___ __ ____ as�InpiyiuSwilhBLeploddG - SUOdioBCode f 7,•ID' ��j 1 72' MAXIMUM 42' MAXIMUM Ac 118000 No j DOOR OPENING DOOR OPENING 7% Y XX DOOR IN COMBINATION WITH X DOOR IN COMBINATION WITH adepmdoctComro AN APPROVED STOREFRONT/ AN APPROVED STOREFRONT/ CURTAIN WALL FRAMING CURTAIN WALL FRAMING DRAWN: TAULrrE DRAWING No: DATE: 10.10.11 1 OF 13 DWG: 11-190 TABLE 1-ALLOWABLE DESIGNED PRESSURES FOR DOOR GLAZING TYPES: TABLE 4- ALLOWABLE A Tru Fite BILL OF MATERIALS ALLOWABLE ITEM# DESCRIPTION PRESSURE (PSF) al 7/16' LAMINATED W/ (2) 3116' HS GLASS LITES *85 WITH 0.10 SAFLEX HP INTERLAYER G2 7/16' LAMINATED W/ (2) 3/16' HS,6LASS LITES *85 WITH 0.99 SENTRY GLASS PLUJ INTERLAYER GS 7/18- LAMINATED W/ (2j..3/16' HS GLASS LITES *80 WITH 0.08 SAFLEX IIId (KEEPSAFE) INTERLAYER DESIGNED PRESSURES V DOOR OPENING 172.QB142XQB 3Bx9s ..)pISCELLANEOUS DOOR COMPONENTS: GUMIS a ALU64NUM eOLu71ON8^ PRESSURE 1 *85 280 "*86 PRESSURE 2 *70 NA *70' BASED ON WATER INFILTRATION GENERAL NOTES: 1. PRESSURE 1I3 FOR UNITS INSTALLED, AT LOCATIONS.PROTECTED BY A OVERHANG MEETING CRITERIA r AS PER ILLUSTRATION 'Z' OR IN tt NON -HABITABLE AREAS WHERE WATER TABLE IA -ALLOW. DESIGNED PRESSURES FOR TRANSOM GLAZING: INFILTRATION IS ACCEPTABLE. ALLOWABLE 2. PRESSURE 2 IS FOR UNITS MEETING ITEM# DESCRIPTION PRESSURE THE WATER INFILTRATION REQUIREMENTS REQUIREMENTS AND.FABRICATED AS ' 05 8/18• LAMINATED W/ (2) 114' HS GLASS LITES PER SECTIONS 2A, 3 AND.$ WITH 0.10 SAFLEX HP INTERLAYER WITH ITEMS T2� 0, 176, 10 8 , 4, a8 9116'-LAMINATED W/ (2) 1/4' HIS GLASS LITES S85 D7A AS PER SHEET.9.. WITTH 0.09 SENTRY BLASS PLUS INTERLAYER G7 9/18' LAMINATED W/ (2) 1/4' HS GLASS LITES *86 ILLUSTRATION 'Z' WITH 0.09 SAFLEX IIIO (KEEPSAFE) INTERLAYER . . {--OVERHANG—^{ 1� TARI F 9- Al I OWARI F IfFRTRNFII DRFCCIIRFR FOR NARIIWARF (:ONFTR- I I ALLOWABLE ITEM# LOCATION DESCRIPTION SUPPLIER PRESSURE rn h z 1 H2 HINGE ALUMINUM RO ON HINGE HAGER *86 TOP MID 8 BOTTOM PIVOT J CK90 IVEB H3 4 1/2' STEEL BUTT HINGES REGENT = STILES 4 1/2' BRASS BUTT HINGES HAGER n. H4 Li ACTIVE 3 POINT LOCK KEY OPERATED STILE FROM.EXTERIOR-AND THUMB TURN ON INTERIOR ADAMS RITE *85 L2 INACTIVE 2 POINT LOCK OPERATED ON STILE INTERIOR WITH THUMB TURN P1 2 POINT LOCK OPERATED ON ADAMS RITE INTERIOR W/ 086 DEVICE P2 2 POINT LOCK OPERATED ON DOOR-O-MATIC' ACTIVE 6 �+ INACTIVE STILES INTERIOR W/ 1490 DEVICE AND KEY ON EXTERIOR *70 P3 2 POINT LOCK OPERATED ON 4D INTERIOR W/ 1085 DEVICE JACKSON o. AND KEY ON EXTERIOR P4 2 POINT LOCK OPERATED ON INTERIOR W/ 2058 DEVICE JACKSON AND KEY ON EXTERIOR P6 2 POINT LOOK OPERATED ON INTERIOR W/ 9947 DEVICE VON DUPRIN AND KEY ON EXTERIOR ITABLE 3-ALLOWABLE DESIGNED PRESSURES FOR DOOR FRAMING TYPES: ITEM# DESCRIPTION ALLOWABLE PRESSURE (PSF) Bpi 1 1/4'x 4 112' 3000 SERIES IMPACT * 80 SF2 2 1/2'x 6' IFG 6000 SERIES IMPACT * 85 ITEM# PART # DESCRIPTION MATERIAL SUPPLIER/REMARKS 1 V2104 GLAZING TAPE 1I2xl/8 FOAM TAPE NORTON 2 995 ISLAZING SEALANT SILICONE DOW CORNING 3 H-65 BULB WEATHERSTRIPPING EPDM VARIES 4 H-63/RQ1 WEDGE -IN GASKET EPDM VARIES 5 V2100 GLAZING TAPE 3/8x1/4 FOAM TAPE NORTON 6 H-620 SETTING BLOCK EPOM fVARIES 7 S-PILE PILE W'STRIPPING - SCHLEGEL ' 8 BULB W'STRIPPING VINYL PEMKO 9 PULL HANDLE 0 42 1/2' 6963-TB TRULITE 10 PUSH BAR 0 42 1/2' 0063-T6 TRULITE 11 TR36 3/B' THflEADED ROD W/ HUT TRULITE 12347A TOP RAIL RAIN CAP 6083-T5 PEMKO 1S GBAR TOP RAIL RAIN CAP 6063-T6 PEMKO ' 14 34SAV BOTTOM RAIL SWEEP 6063-T5 PEMKO 15 209V BOTTOM RAIL SWEEP 8063-T5 PEMKO 16 H355 ASTRASAL 6063-76 PEMKO 17 3/16' ALUM. ANGLE 6063-T6 TRULITE 18. 26203 INT. TIE ROD'REINF.PLATE 6083-TO TRULITE 19 - EIT. TIE HOD REINF.PLATE 0083-16 TRULITE 20 1108 BASE ANCHOR 6063-11`6 TRULITE huitIAwvw.tate.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELO BEACH, FL 33441 p, 900d3T-81321 L 954.721,20W PRODUCT: RESISTOR SERIES 350 Medlum SWe Impact Door 4ftsistor PRODUCT eeRlee REVN I DATE/REMARKS ENGINEER: or Ty 9 : FRAMING & DOOR PARTS (MANUFACTURED BY TRULITE) CAetl6 sz. � 4Sti Y Q -1 w i i 669E ORANGE DRIVE SUITE 201 DAVIE, FL; 33314 ENGCO@A0 „ nG ii .dl1�� STAMP (,\41' '".gF'-4 4" No. 2609 1 �t Sj :•�,,� . PED %VTLlJf)01 VOW FDO PE 52609 PRODUCT CONTROL APPROVAL• RODUCT REVISED complying with 1he Florida k3aMildhigadeoNo (r /r.�dSPTOdulxContml _ DRAWN: TRULITE I DRAWING ND: . I I DATE: 10.10.11 2 OF 7 3 nwr.. ff_fon .ITEM# PART # DESCRIPTION MATERIAL F1 '3001 DOOR HEADER/TRANSOM/JAMB 6063-TO F2 3000 DOOR HEADER/JAMB 0063-TG F3 1012 ' ALTERNATE DOOR HEADER 6003-TB F4 3004 SHEAR BLOCK 0083-T5 FS 8003 GLASS STOP 6063-TO FS 60512 DOOR JAMB 6083-TS F7 50513 DOOR HEADERITRANSOM/JAMB 6083-To Fe 60506 SIDE LITE FILLER 6083-T6 F9 Boos GLAZING ADAPTER 6003-TO Flo 3009 FIXED LITE STOP 6063-TB F11 AGABS1 FLAT POCKET FILLER 6063-TB F12 38424 SHEAR BLOCK 6083-TS F13 51513 _ DOOR JAMB/ HEADER 6063-TB D1 AGA-1601 ACTIVE STILE 8083-T5 ' D2 AGA-156 INACTIVE STILE 0083-TS 03 AGA-73 I HINGE STILE 6063-T5 D4 Ar.A-III21 5' BOTTOM/TOP/MID RAIL 6063-TS D4A AOA-69 1 7 1/2' BOTTOM BAIL 6063-T6 D48 36131 1 10' BOTTOM RAIL 6063-TS 05' AGA-5 3 1/2" TOP/MID BAIL 6083•TB 58 1040 4'X1/2' SADDLE THRESHOLD 0003-TS D7 2005A S'X112' BUMPER THRESHOLD 8083-TG D7A 1042 4"X1/2' SADDLE THRESHOLD 6063-T5 . D8 1046A STO DOOR STOP - 8063-TS DSA AOA-96 DOOH STOP 6083-T5 DMo ZDOOR STOP CLIP SS 301/30 09 3008 EXTERIOR GLASS STOP 806346 D9A 3005 I INTERIOR GLASS STOP 6083•TS r TYPICAL ELEVATIONS AND ANCHORAGE LAY -OUT V Tru I ite GLASS 6 ALUMINUM 80L8I1ON8- 2 CLUSTERS OF 2 htlp:1/wx1•i 01a71e com ANCHORS AT 3.00 TYPICAL ANCHORS BOD FAIRWAY DRNE, 3uAe 200 I �AX MAX 18 0 3� 'i16 00 TAAHS00 W THPN60H 1� DEERFIELD BEACH, FL 33441 p. 800-432-8132 1 L D54-724.2003 PRODUCT: RESISTOR SERIES 350 E.D. - EDGE DISTANCE BEVOND WALL DRESSING Medium We Impart Door i ♦ 40 i M STRUCTURAL BUCKS TO BE DESIGNED BY OTHERS PA'W HEADER 008E 1 . W XEADEA HINGE V Resistor W j iI `� = Z i PRODUCT BAAIEB W .e REVN DATE/REMARKS U.c b `. % 0 4 4B O S $ STILES 10 ' $ HINGE L� XX - PAIR DOOR X - SINGLE DOOR ENGINEER: Nio ER OF d�xTJI'J D JitP. 4 ANCHORS MAX CA8118 6595 ORANGE DRIVE SUITE 201 HInOE �� BILL eiLL �� I AT 4 }'O.C. 12 J"QC 8i MAX DAVIE,FL 93314 W iO 4 ° �1 �'—� `~^{ 43�"'�1 C�'—' ENGCOGAOL.COM � 48 i " CL SU TER OF 4 MAX STAMP: `i/4U���i�ri 4 ANCHORS MAX. 16"� 2 `. 2 1111 D FIG'( 12j"OC . 4 . \\\I p� ,4 AT 4 "0. C. HEADER i ``� 1iva1E HEADER •• S ••�•••. FQ 72' MAXIMUM 42' MAXIMUM z i `� a DOOR OPENINB DOOR OPENING " MEETINII i `� H ` = STILES j j `�� c! pW. � ' 4B vvI QQ� B cc 4 Loci I -o IAN 9iI E —�____-. _______ r C HINGE _=�� X/0H ,��NQ�E t PAIR DOOR SINGLE DOOR \� 10 f -------, � 10 9 %vs �►j11\[ WITH TRANSOM WITH TRANSOM ` B ` 9 r 3 3 P DUCrRBVISiGroPlotide Build do AswP t� � ti •I S 41" 41 I I� DHD 17• CL STER OF f I 4 ANCHORS 1MA . 18"00 Mlmu IJadaPro uctContro AT 4'O.C, 42' MAIINUM 72' MAXIMUM DOOR OPENING DRAWN: TRULRE DRAWING No: DOOR OPENING DATE' 2 ,10.i1 3 OF 13 DWG: 11-190 J TYPE DESCRIPTION MIN. E.D. M14.SS WOOD SCREWS OR 1/4 TAPCONS W/ 1 1/2 EMBED. INTO 1' MOD (SG-.55) B 114' TAPCONS W/ 1 1/4' EMBED. INTO MASONRY 2.1/2' C 1*/4.14 GRACE 5 SELF DRILLING SCREWS INTO METAL 3/4! STRUCTURES (1/8" MIN. 6063-T6 ALUMINUM OR ASTM ASS STEEL) TYPICAL ELEVATIONS AND ANCHORAGE LAY -OUT USE DOOR IN COMBINATION WITH IMPACT USE DOOR IN COMBINATION WITH IMPACT STOREFRONT FRAMING WITH VALID'MIAMI-DADE NOA STOREFRONT FRAMING WITH VALID MIAMI•DADE NOA .SEE STOREFRONT NQA SEE STOREFRONT NOA FDA ANCHOR SPECIFICATIONS FOR ANCHOR SPECIFICATIONS 1 1 111 a' III I I - I r 1 p , III I I 'II :. dII � ' 111 II I1 .4i Ih OI II L i II 17 � 11 1 I 11 11 I 1 11 I--11 1 1 \ 1 11 5 4/ .� 1 1I. a 11 1 28 D 1 I r ; \\ 1 11 > I I I • 1 1 1 'TRANSOM, \ 1 1 1 ¢ a I I I SMNB011, I 1 1 �Id4 11 1 / \ I 1I o]o &- Z 1 1 1 / y \ I 1 1 C6 ¢p 11 A9 I - i/ REETINB \\\' IIF- ,-{I I11..__ 4O 1I AO Ii LOCK• DOOR ♦ F-__-------I I'----_--- - F1.-. pe I I Z I I DOOR 8TILE F---------'i 1'-------- S W I -I a 1 / BTILEB KIN \ 1 1 1 S 1 1 H z�z I / RIKOE I I I .(a I I W I 1 1 1 tO ¢ I I W 1 1 1 W C II w I. 5 4A II W O 11 d 4A 4A I 11 uj 1 1 m 0 r 3 1 LL. 11 1 \ I II a ' I I I \ ! �• 8itL \\ I I I LL ''IL 1 I 11 \ - - -- FF=====_- ff==-==_- L \- - -_ FF==-=-- HI Ti, BEE STOREFRONT NDA BEE XX CONFIO.. `SEE STOREFRONT NOA SEE XX CONFIO. MAX. FOR ANCHOR SPECIFICATIONS 16100 FOR ANCHOR SPECIFICATIONS 12J"OC 72" MAXIMUM 96" MAXIMUM DOOR OPENING DOOR OPENING XX DOOR IN COMBINATION X DOOR IN COMBINATION WITH AN APPROVED STOREFRONT FRAMING WITH AN APPROVED STOREFRONT FRAMING TYPICAL ANCHORS TYPE .DESCRIPTION - MIN. E.D. A . N14 SS WOOD SCREWS OR 1/4' TAPOONS W/ 1 112" EMBED. 1" INTO WOOD (SG=,65) B 1/4" TAPCONS W/ 1 1/4' EMBED, INTO,MASONRY C 1/4-14 GRADE 5 SELF DRILLING SCREWS INTO METAL 3/4' STRUCTURES (1/8" MIN. 6063-T6 ALUMINUM OR ASTM A36 STEEL E.D. - DENOTES EDGE DISTANCE BEYOND WALL DRESSING STRUCTURAL -BUCKS TO BE DESIGNED BY OTHERS A Tru I ite IOUSS& AWWRIJUSOWTwNB^ ' htip:lAvww.wlltB.tom 800 FAIRWAY DRIVE, SWIG 200 DEERFIELD BEACH, FL 33441 p. BOD•432b132I L 954-124-M' PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door m Resistor PRODUCT BKRIE3 +EnxgTo ,Jnr CA 8118 5595 ORANGE DRIVE SUITE 201 DAVIE, FL.33314 ENGCOQAOLCOM STA►IP: Apn *: 42609 : o CONTROL APPROVAL: RBVISBD " SwilhihoRolidd 1Z-;e{t`% DRAWN: TRUUTE DRAWING No: DATE: 10.10.11 4 OF 13 DWG: 1 i-190 TRANSOM DETAILS TRANSOM DETAILS WITH IFG 5000 FRAMING WITH IFG 3000 FRAMING ANCHOR TYPE A,B OR C SEE ELEVATIONS FOR E.D.) MIN. EDGE AND SPACING DISTANCE �QTY. ANC^TRANSOM HELEVATIO OR TYPE A, BOR C OPTION ES FOR SE �J OTY. AND SPACING N12-24x3/4' = p nTRAN30M OPTION FHSNS 2 PER CLIP \' In 2;w •a m � ail F F12 F7 cl; O F -�—1 ;sl— 114-20xSW PHSMS 2 PER CLIP 1` o ray- 6 G7 n 5 � EXTEgIOfl •INTERIOR F9 c S 1, J EXTERIOR INTERIOR . c TYPICAL 012-24x3/4' FHSMS 4' FROM ENDS & 12' DC 1c � 0 7� 912-24X3/4' m n FHSMS 2 PER CLIP 0 12 a U! O N EIPTHMS 3/4' PER CLIP ' �Y"ZHEADER TRANSOM OPTION M N NOTES: 1. 00 DOOR STOP ANCHORED TO STEEL CLIPS D8B•SPACEO AT 4' 00. 2- STEEL CLIPS Dag ARE ANCHORED TO HEADER WITH ONE 010-24X1/2 PHMS • -',,.Tru I ite OLN086 AWMINIlN DOLUTIOVS` hOPJNmw.VWOo.eom 800 FAIRWAY DRW. SURD 200 DEERFIELD BEACH, FL 33441 p, 00043MI3211.054-724.M PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door 2A 2B HEADER TRANSOM OPTION ®Resistor PRODUCT SERIES REVN DATE/REMARKS ENGINEER: T•Fnq(ta 111tt. CA B718 5595 ORANGE DRIVE SURE 201 ' DAVIE, FL 33314 ENGCOCAOLCONI STAMP: "'JI W" ii #= N * :o). :. STnrc.., If 4- ,d 12•�0�1 1 mtwNo 7• =ct I: TRUUTE DRAWING No: lo.lo.11 5 OF 13 11-t90 ' DOOR VERTICAL. SECTIONS DETAILS E.D. r HEADER OPTION 1 z Bi ANCHOR TYPE ALB OR C 1 ANCHOR TYPE ALB OR C .,A Tru I ite SEE ELEVATIONS FOR'. c SEE ELEVATIONS FOR OTY. AND SPACING QTY. AND SPACING GuSsaawumPulSVLunoNR• hOpJAvww.trWOe.wm 3 T SOD FAIRWAY DRIVE, SWte 200 DEERFIELD BEACH, FL 33441 m O O - _ IL800432.013211.059-724420U OP ONAL OVERWAD COP CEAL.I CLO ER - 2 PRODUCT- CES= DB HEADER OPTION 3 � - DBB RESISTOR SERIES 350 a I Medlum Sflle linpact Door .a D i ANCHOR TYPE ALB OR C D SEE D4 CITY.EANDASPACING TIONS R 3 DB *Resistor PRODUCT UERI80 _ 910x1 9/4' FHSMS T a 3' FROM EA END 8 10'' 00 REVN DATE/REMARKS D4 v m ti ENGINEER: N . m r zJINTERIORI . F3 d. - ' EXTERIOR INTERIOR CAe11G o Lu F 3 6596 ORANGE DRIVE SUITE 201 g {i2 A H H x DAVIE, FL 33314 G w Lu S 03 E4GCO@AOLOOM 3 0 3 D2 LuZ 6 6 G STAMP:t 11....ov l l ii D5 o ILD4 cc Py1 ��, D FIN $ �a'��cOQ� xuC NSF WI EXTERIOR � * f z s m � w PRDDucT PRovaL:, ANCHOR TYPE A OR B SEE ELEVATIONS FOR ANCHOR TYPE A OR B GTY. AND SPACING SEE ELEVATIONS FOR OTY. AND SPACING PRODUCTREVISED as'congdyIuG with dw Flotidv IhiAcwpmnc@N l2-.ot� m � AccepttmcaTIo=.C.-v D7 o\ tt ad rp U- s 3 SIL 3 SIL DRAWN: TRULITE DRAWING No: E.D. DATE: 10.10.11 6 OF 13 DWG: II-130 SIOELITE PART OF STOREFRONT NOA ANCHOR TYPE A,B OR C SEE ELEVATIONS FOR QTY. AND SPACING MIN. EMBED. DOOR HORIZONTAL SECTIONS DETAILS C2!D— 4AJAMB TO SIDELITE_ 4 !:AMB TO WALL D8 HINGE STILE LOCK STILE CD NOW EXTERTOp EXTERIOR 3 1/8" ORD 1 I PANEL WIDTH PANEL WIDTH — DOOR OPENING I I DOOR OPENING - FRAME WIDTH I I FRAME WI[ f-.-\JAMB TO WALL nMEETING STILES �,%HINGE STILE a fi ,rTrulite am 8 a Auarium souinotiv hOP:fM w.Wllfe.Com ANCHOR TYPE A,B OR C SEE ELEVATIONS FOR OTY. AND SPACING 900 FAIRWAY DRIVE, SURE 2DO DEERFIELD BEACH, FL 33441 P.1'...8132149544.72 -2083 PRODUCT. - RESISTOR MIN. I� SERIES 350 Medium Stile Impact Door EMBED. W • -Resistor PRODUCT SERIES • REVN I .DAWREMARKS MAX. SHIM ENGINEER: +Eng6r Jnr. CA$11S 0090 ORANGE DRIVE SUITE 201 DAVIS, FL 33314 ENGCO@AOL.COM .. - STAMPU'$I DE FIG&'• 609 jLi� I I l `— PRODUCT CONTROL APPROVAL• 1I MA EXTERIOR EXT1ERIOR J�PRODUCT REVISED SHIM 4 DLO DLO I as complying with the Florida BuRdiDg OCdo 1Z r 0 r PANEL WIDTH PANEL WIDTH I AaaptocDQ o , DOOR OPENING I NDm ttol' I: TRULIfE DRAWING No: fo.fo.if 7 OF 13 f1-190 DOOR HORIZONTAL SEECNTIONS DETAILS DOOR MID PANEL ING V Tru I ite GUM a awwnOrdsownoee- hWAvww.UuAt&com 41B ° 'MAX • 800 FAIRWAY DRIVE, Sulto 200 11JAMB TO SIDELITE DOOR PANEL DEERFlELD BEACH, FL 3NO A HINGE STILE 321 'DLO P a0C432 321I.G&I72a2093 PRODUCT. D8 - RESISTOR Al SERIES 350 MID PANEL CAN BE USED Medium Stile Impact Door ON ACTIVE AND INACTIVE DOOR PANELS INTERIOR o V Resistor c 6 *PRODUCT EERIE9 RID PANEL W �QQy RLVN DATE/REMARKS y IA O Q! O • f� �� ENGINEER: EXTERIOR � TETtga-a 3xtr. DOOR OPENING CA8116 5595 ORANGE DRIVE SUITE 201 SIDELITE PART OF FRAME WIDTH DAVIE, FL 333% STOREFRONT NOR ENGCOGAOLCOM 1 . 2 STAMP:j1rpl��/�iiury . ,1 M, pE FlG�j AI TO WALL ANCHOR TYPE A B OR C 4B O 'vCE .Fp= L BEE ELEVATIONS FOfl N10X3/4° FHSMS �� OTV. AND SPACING tia S FROM E14I3S (V 5 609 & 10"OC ,o J�A D3 .o EXTERIOR e) R D P too MIN. I� s DOOR MID PANEL POV "II PRODUCT CONTROL APPROVAL: EMBED. -ta ® 3 FROM4° FHSMS � � 9 FROM ENDS ui ® a 10"OC 2 DUCTREVISED complying WWI III; Pion _ 9A wldiugCoN o. EXTERIORM. I PANEL WIDTH 2 112° 1( SH MAXDOOR MID RAIL lam! do Plod UComrol 1 DOOR OPENING 2 FRAME WIDTH 1 DRAWN: TRULDE DRAWING No: DATE: 10.10.11 a-OF13 G3 DWC: 11-190 DOOR SECTIONS. DETAILS MEETING THE WATER INFILTRATION REQUIREMENTS AS PER TABLE 4, SHEET 2 MAX. PRESSURE t 70 PSF COMPONENTS REQUIRED TO DE ADDED IN'ORDER TO MEET WATER RESISTANCE: 12, 13, 14, 16, 16 AND 137A 2 2A 2B ALTERNATE HEADER a6X618• PHSMS ALTERNATE SILL SPACED S°pC� G 48X618• PHSMS SPACED woo EXTERIOR IN INTERIOR ALTERNATE MEETING STILES, EXTERIOR 11 11 INTERIOR RBX6/81 PH Me SPACED POC RBX518, PHSMS SPACED 8°00 r Tru lite GLASS a ALUMINUM SOLUTIONS^ httplhvww.truMe.com 800 FAIRWAY DRIVE, SIIte400 pEEITFIELD BEACH, FL 33441 p.800-032.81321 L 954-724.2083 PRODUCT: RESISTOR SERIES 350 MBdlum $tlie Impact Door m Resistor . PRODUCT GERMS ++"Fxtgt�>x +lxrr CA S118 GM ORANGE DRIVE SUITE 201 DAVIE. FL. 83314 ENGOO@AOLCOM iTAMPj1AM• �E.t��UFi =_ k`\ PRODUCT CONTROL APPROVAL• PRODUCTRSVISED alanmpiyM�ivilh1lwFlotida AaNWE Codo IZ�Ot� ,I oil M anil ado Prodn Control DRAWN: TRULITE I ORAWING No: DATE: 10.10.11 g OF 13 DWC: 1f—ISO DOOR COMPONENTS DOOR GLAZING DETAILS 3.58� 3.52 3.47-�i V Trul ite GLASS sgwMMUMSOLUnoxs^ - c r O � D1- ACTIVE STILE O c C � D2- INACTIVE'STILE 01 9' O O I: � 20- INTERIOR TIE ROD REINFORCED -PLATE 2 EXTERIOR S/4' FHSM9 OM ENDS A h%P%AVvnxlrulltamtR _ 800 FAIRWAY DRIVE, Su6e 200 DEERFIELD BEACH, FL 33411 PB00.432•B13214964724.2083 O3- HINGE STILE PRODUCT: RESISTOR 350 Medium Stile Impact Door 0.13SERIES TSE ROD NUT ,000 VResistor . PRODUCT •BRIRa a-1.62-- TOP &BOTTOM DOOR RAILS REMDATE/REMAflIcs 0.09 D9A- INTERIOR GLASS STOP 11_ TIE ROD AND NUT RAIL LENGTH + 1 0.73 ENGINEER: L - D4, D4A/ D48 BOTTOM RAIL/ MID RAIL � � DSB-1 1/8' CLIP Wt. 810x112• PHMS 8' FROM ENDS AND 12'OC �: 0 0.07 09- EXTERIOR GLASS STOP � 9-EXTERIOR TIE ROD REINFORCED PLATE .. g10X3J4' FHSMS 3 FROM ENDS D4B ® a 1Q°QC 9 EXTERIOfl 0 DOOR MID RAIL �• 7 � 4 � �� ���• CA6116 66950RANGE DRNE'SUITE 201 DAME, FL 33314 ENGCO{3 AOLCOM STAMP: 11 � F'Q ���Q. ' f� • �jCE g� •. �`po a ' No. 5 09 •' * t i -o �; STATEEA�F11 �-'90� _ of ff r' I�� dff m 0.09 0.74 0 O T c; --t.75--� D8- STD. DOOR STOP �f---2.00—�� `° D8A- HEADER DOOR STOP 0.12 W *•IL O o 1.44 1S- BASE ANCHOR 05, D4 TOP/MID RAIL 4 D7A- ALTERNATE BUMPER THRESHOLD , �15 • `6` / \ o ® S MIN. 3/4' GLASS BITE 4100/4' FHSMS D 3 FROM ENDS a fo•oc G3 . 4iii /lll PRODUCT COMOL APPROVAL: RODUCTRIMSED comylylaBwith dwFlorida oDamBcoua p12.011 7 d D0 Z 4.00 �;7— DS- SADDLE THRESHOLD 5.00— D7- BUMPER THRESHOLD 4 C) Y 17- ALUMINUM ANGLE EXTERIOR VERTICAL DOOR STILES Daaol*romlacohuol DRAV�`N: 7RULITE DRAWING No: 10 OF 13 DATE' 10.10.11 D.-. It-I90. D5 s 4 FRAMING COMPONENTS FRAMING COMPONENTS FRAMING -GLAZING DETAILS 3000 SERIES IFG 5000 SERIES Tru I ite �5.00----^� GLASS & ALUMINUM SOLUfI0N8' 4.60 T I htwMvdw.iruflle.com 0.25 1 e M G TRANSOM TYPICAL 800 FAIRWAY DRIVE, Sute 200 0.19 EXTERIOR DEERFIELD BEACH, FL M441 o P.800.432.51321 f. 934424.2D83 o T nn 4 10 - y ' N T to W N cu C ' m F PRODUCT: O �O O w F3 y RESISTOR p0..51 R SERIES 350 Fe- IFG 6000 DOOR JAMB 1- 3000 DOOR TRANSOM/SIDELITE 5 Medium Stile 1i11pact Door I N12-24%3/4• FHSMS !^ 6.D0 4' FROM SNOS o Resistor 4.50 I a 12. OC T PRODUCT eeales 0.26 Iw REM DATE/REMARKS LO O N nl 1_ ENGINEER; ' EXTERIOR . �rt�•�D ,.ITT. 2. 3000 DOOR HEADER/JAMB F7- IFG 6000 DOOR HEADER/TRANSOM 5 CA 8118 2 5595 ORANGE DRIVE SUITE 201 y ;4TRANSOM TYPICAL --- s DAVIE. FL 35314 ENGCOQAOLCOM —4.50— srAL�,e1� pE 4.94 a& m 1 1.00 ����pQp• JG , .. Fj,9IFT �'Oo , o c No. 5 09 -� FRAMING COMPONENTS ,o ;. T •� Hft10A8E IM OYEXHFM COMMON TO 3000 OR IFG 5000 SERIES F3- 1012 DOOR TRANSDO/HEADER cmceum wau F9- IFO 6000 SIDE LITE FILLEfl � � • •'••. � 111 Sao . 0.12 q ' f �3.94—4— 0.94 0 PRODUCT CONTROL APPRWAL• y D o n 5.00 RODUCTRCVISBD L as ZMAYutg EAwith dw Florida DeOdiflg Colo F4- FRAME SHEAR BLOCK F9- TRANSOM GLASS STOP F10• TRANSOM GLASS STOP r Acceptance No �� �11 • 1.00 0 1.32 +22t2 c tl Da�� � rIM1anIDadD uaConhoO p W cc) DRAWNi TRULffE DRAWING No: DATE: 10.10.11 11 OF 13 FS• GLASS STOP DOOR HEADER/SIDELITE F11- POCKET FILLER F12- SHEAR BLOCK F13. 50513 OPTIONAL DOOR HEADER/JAMBS DWG: 11-190 TOP IVES PIVOT i i i f i MIDDLE i KSON PIVDi c♦ BOTTOM ♦♦ IVES PIVOT JAC THREE DOOR PIVOTS LOCATED AT TOP, BOTTOM AND MID SPAN HINGE OPTIONS THREE HINGES LOCATED 7° FROM CL TO TOP OF DOOR, 12' FROM CL TO BOTTOM OF DOOR AND -ONE AT MID SPAN i i i , i i TAPPING SCREWS M12 FM SELF 4 PER HINGE SIDE ( TAPPING SCREWS CONTINUOUS ALUMINUM ROTON HINGE FASTENED TO FRAME AND DODR.STILE WITH! (27) TOTAL SCREWS ON:B'..DOORe (26) TOTAL SCRSW'S ON 7' DOORS AlTrulite aLAas a m mr111M 3oLun0Re- tdlpYAenwr llWltaC-M 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800-432.61321 E 954-724.2083 PRODUCT: RESISTOR SERIES 350 Medlum Stile Impact Door ®Resistor PR6.U.T •moles DATE/REMARI(S CA 8116 5595 ORANGE DRIVE SUITE 201 DAME, FL 33314 ENGCCQAOL.COM ITAlIP, �p ,17E FIGIj�c �. 1`�♦Q�Q .: J...26 9.9�� PRODUCT CONTROL APPROVAL: PRODUCT RAVISBD csnialvtnR wllt Dte Ptodda I: TRULITE I DRAWING No: 10•1 ' 12 OF 13 11-190 --*-Tru lite D. ALTERNATE HEAD A. HEAD ASSEMBLY GLASS& ALUMINUM801."CUS- hIW1wwwAtu1t9.ccm F 412.24x3141 4D #12-24x3/4" 800 FAIRWAY DRIVE, State 200 FHSMS 2 PER CLIP FHSMS 2 PER CLIP EA%FL 33441 =2I t-124-MM 2 Q PRODUCT. Q RESISTOR F7 SERIES 350 o Medium Stile Impact Door Resistor PRODUCT SERIES FS REVN DATE/REMARKS ENGINEER: Eng(ga 3nr. 7 CA 8416 5595 ORANGE DRIVE SUITE 201 DAVIE, FL 33314 D ENGCOQAOL.COM F7 STAMP:�- E. ALTERNATE TRANSOM D 8 9 D9 S. TRANSOM HORIZONTAL F 9 (2)#10-24XI'LO r THREAD CUTTING FAI MACHINE SCREW PRODUCT CONTROL APPROVAU L-2x2XJ'X-1"LG ALUM ANGLE DS %OIDTJCT REVISED Li complying with tlwFbrwa tart No GENERAL NOTE: 6 1. GLASS NOT SHOWN FOR CLARITY. ndoproductContro 2. FRAME F. DOOR CORNER ASSEMBLY AND PANEL CORNERS, INSTALLATION SCREWS AND ALL METAL PARTS CONNECTIONS To BE SEALED WITH CLEAR COLORED DRAWN: TRULrTE DRAWING No: SEALANT SCHNEE MOREHEAD 5604 OR EQUAL C. THRESHOLD CONNECTION 10.10JI ALTERNATE. AT MULLION DOORJAMBDATE. 13 OF 13 DWG; 11-190 1