The URL can be used to link to this page

WS-17-1758\) \J p11 VOiCr wtclik -to way it 01126/2011 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 UILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: City: )3C Miami Shores County: Master Permit No. Sub Permit No. ❑ REVISION ❑ CHANGE OF CONTRACTOR Miami Dade RECEIVED JUL 0 7 2017 S1--\ FBC20LI CG-L - L/V lNS ►1-IR�� ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION Zip: ❑ SHOP DRAWINGS Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder). Address: Ifab A /ct/✓) City: �a>", Construction Type: State: f Flood Zone: BFE: FFE: Phone#: qs1/'- ?* Zip: 33.6/ f Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: 2f / City: (a.";, Qualifier Name: State: State Certification or Registration #: DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ 6 c7a as Type of Work: ❑ Addition ❑ Alteration Description of Work: IV) I -2) I , i ectS Phone#: 7 - 3g1'`OY Zip: SIN Phone#: Certificate of Competency #: Phone#: City: State: Square/Linear Footage of Work: New Zip: ❑ Repair/Replace ❑ Demolition r C4J4 c r- p/cei Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technolo: Fe= $ tructural Review . 4%. ±' '' (Revised02/24/2014) Permit Fee $ CCF $ Radon Fee $ DBPR $ Training/Education Fee $ CO/CC $ Notary $ Double Fee $ Bond .$ TOTAL FEE NOW DUE $ Bbndingtompany's Name (if applicable) Bonding Com iany's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and . reins „«„y, fill be charged. Signature OWNER or AeENT The foregoing instrument w day me or o has produced acknowledged before me this , 20 by who is personally known to identification and who did take an oath. NOTARY PUBLI Sign: Print: Seal: APPR• ED BY (Revised02i24/2014h, ., ; ... 61, John Joseph Commission # GG023014 Ireres�.. August 1, 2 Bonded' iru 56 Signature The foregoing instrument as acknowledged before me this day of as me or who has produced , 20 , by , who is personally known to t as identification and w o did takes. oath. NOTARY PUBLIC: Sign: Print: Seal: ************************* Plans Examiner Structural Review John Joseph Commission # GG023014 4)* *ExPire%JAIos1,24,241** ******** me Bonded thra Aaron Notary Zoning CORl'oRA'rE RESOI.:L"TR): "TE1L ,1tNI)1_RSICI\T1) OFFICER OE FLORIDA NlIy(.)RI"1\ C:C)Ai:Ml.'yl'1`\ & INVESTMENT C'OALTION, INC.. a Florida non-profit corporation. tthe '-C't")RPL►R \ 1.10V). does hereby cet.til\Ind the 1O11OBing is a Lille <tnd correct copy of a Resolution dal. and unanimously adopted 1?i the 'Board of Directors of the CORPORAf 1ON at a called meeting of the Board (VIA tiN1 \11.). at c� hich a quorum of the Board was present and voting throughout: BE IA Ft..UR i l-l1 R RESOLVED that AL P1NA. the Dire it. of this CORPORA RI)N_ ANT) OR VER[..[SNIcA ORTEGA be and is herchw authorized and directed to negotiate specific ternis and conclition. and to execute and deliver on behalf of this CORPORA 1 l()N leases. wales and a+egUisitions of real estate properties. housing de. elopment o 1 \ 1('R( properties. hank accounts and such other instruments and i1ilCulilenti as that be necessary or required in order to' consummate the transaction all ttfv,hi 1'i shall contain Suchterms and conditions as,Said officer of this UORP()RA I"IOC. shall determine to he in the hest interests of this CORPORA FION. with the signature of said Director. :'1. l'1NA A\F) (:)R VERt;SI IKA OR"TI C A to he conclusive evidence of such dctcrrn Inca and (Ville authority of said Director. AL PINA AND OR VERt ORTE.GA to execute and deliver the Sallie. l"1 IF UNi)ERSIGNED PRESIDENT FUR 1 11ER C[. R 1FirS that the foregoing Re:,olution cA dti(t and regularly enacted al a meeting of the Board of Directors (3 ~t if 7) called t >r that purpose that al,tlicirirc;> FiVIC R( Chair AI Pina and Verushka Ortel a Pull authority to represent FN1( RC i't►l1 <ilithoritto represent "CRC assets and held iii accordance with the 13v-Laws of the CORPORA! EON and the !.tits of the State of Florida: that the Director ol'the CORPORATION has full poiaer and atithoritto bind the CORPORA"! ION pursuant hereto: and that the Resolution is in Pull force and effect as of the date of•this C.'crtiiieate and has nol hecn altered. modified or rescinded. 111E" F(r)Ll._O\VI,NCO BOAR[.) VIA BOAR[) VOTE VIA EMAIL FI JR t I1l_.li (lR 111'11 S that the following is the dull elected and acting Officer of the CORPORATION. and that the name of certain of the Wilco. and l)irector below. who has executed and/or will he executing documents in connection with the maenons authorized by the foregoing resolution tire the genuine signature of -such Officer or l)ircc'to:: President: JOL;IE CONZALEZ Chair and Director: AL I'INA IN \\ 11 NI SS \VIIERFOF. I hace affixed niv name in my capacitc (IS the: "1 i usurer of the t. )RPOR A"TION set north below n. signature Treasurer: �'ictur Padilla Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 135 NE 98 Street Miami Shores, FL 33138- Owner Information Address Pe im ItkCIass Permit NO. WS-7-17-1758 Permit Type: Windows/Shutters fication: Window/Door Replacem Permit Status: APPROVED Issue Date: 9/13/2017 Expiration: 03/12/2018 Parcel Number 1132060132310 Block: Lot: Phone Applicant FLORIDA MINORITY COMMUNIT Ceti FLORIDA MINORITY COMMUNITY 7210 N MANHATTAN Avenue TAMPA FL 33614- (813)598-6361 7210 N MANHATTAN Avenue TAMPA FL 33614- Contractor(s) NATECON, CORP Phone (786)389-4968 Cell Phone Valuation: Total Sq Feet: $ 8,000.00 0 Type of Work: INSTALLATION OF HURRICANE IMPACT DO No of Openings: 17 Additional Info: INSTALLATION OF HURRICANE IMPACT DO Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Reinspection Fee Scanning Fee Technology Fee Total: Amount $4.80 $4.05 $4.05 $1.60 $270.00 $75.00 $9.00 $6.40 $374.90 Pay Date Invoice # 07/07/2017 09/13/2017 Pay Type WS-7-17-64533 Credit Card Credit Card Amt Paid $ 50.00 $ 324.90 Amt Due $ 324.90 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformit with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this peyy�� it I assume respo ibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELEI RICAL, PLUMBING ECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFF r AVIT: I certify tha c� the f• - , • • rate and that all work will be done in compliance with all applicable laws regulating construc ' • • - „rj , '- .,•-.,, - o : u or¢e ve-named contractor to do the work stated. I 1 Aut 7d Signature: •ye \ / Applicant / Contractor / Agent September 13, 2017 Date Buildi 'g Depart ' eCopy September 13, 2017 1 DEPARTMENT OF REGULATORY AND ECONOMIC RF, BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Windows LLC 1543 N. Powcrline Road RECEIVEDPompanoBeach, TL33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction inaterials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Prodmot•Control All/5 FPE RMIT #: iami Shcres Village oA.i D aom' (L.1 Co Re .1:: . •v is ' +roi k E TION: Ala , s et 1 si c st ipcw_ orRroWrS MA Pro uct m i - . • . Atli! 1[h : Ea ricii, a 1 eid. ?- At1 L . mo not- ' APPROVED rl iw:- of to htr RII hew n _ "ni A; e the a i TI& . to ial rod ict f wrtlian MIAMI-DADS COIJNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy Section that this product or material fails to meet the requirements of the applicable building cola • • • • This product is approved as described herein, and has been designed to comply with the Flofitl'a•Brilding Code including the High Velocity Hurricane Zone.- •• •• • • Series "805" Aluminum Horizontal Rolling Window -- L.M.L•.... • .. CUMENT: Drawing No. WO-81, titled "Series 805 Alum. Horizditeat Rolling V w. through 7 of 7, datcd 09/19/08, with revision E dated 03/16/15, er.epar€d by eki-1ar8oq d and sealed by Javad Ahmad, P.E., bearing the Miami —Dade Coilgty roduct trontro1 th the Notice of Acceptance number and expiration date by the l�iadri-Dade courLty ction. • . •• . CT RATING: Large and Small Missile Impact Resistant • • • ... h unit shall bear a permanent label with the manufacturer's name or logo, city, state, following statement: "Miami -Dade County Product Control Approved", unless otherwise • • sis NOA shall be considered after a renewal application has been filed and there has been plicable building code negatively affecting the performance of this product. of this NOA will occur after the expiration date or if there has been a revision or change use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement ar sales, advertising or any other purposes shall automatically terminate this NOA. Failure y 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# 13-0107.08 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 Manuel Perez, P.E. MIAMIDADE COUNTY APPROVED NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 Page 1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1110.02) 2. Drawing No W08-81, titled "Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision E dated 03/16/15, prepared by AI—Farooq Corporation, signed and sealed by Javad Ahmad, 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 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an alutninuun horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Rep t,No. FTL-5945, dated 07/31/09, signed and sealed by Julio E. Gonrale P.E.. • • • •' (Submitted under NOA No. 09-1110.02) "'• • •• • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading pQt; FJ3C TA4 2t 2-94 3) Water Resistance Test, per FBC, TAS 202-94•..' : • • • • 4) Large Missile Impact Test per FBC, TAS 20•1; 94: • • : •: • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •• . . 6) Forced Entry Test, per FBC 2411 3.2.1, TIS 2401-94 • .. . • along with marked -up drawings and installation diagram of ar aluminum hbihterntal . rolling window, prepared by Fenestration Testing Laboratory, hx , test Repport:No. . . FTL-5457, dated 01/22/08, signed and sealed by Carlos S. Rionda, P.E. •• (Submitted under NOA No. 09-0105.02) 3. 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 horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5459, dated 01/17/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) Manuel , P.E. Product Contro miner NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 E - 1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. TESTS (CONTINUED) 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 an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3995, dated 11/13/03, signed and sealed by Edmund() Largaespada, P.E. (Submitted under NOA No. 04-0120.01) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 .... • along with marked —up drawings and installation diagram of an 1u ?ipurn Horizontal rolling window (XOX), prepared by Fenestration Testing Labodtoy yy Ine.,'Thst Report No. FTL-3946, dated 11/04/03, signed and sealed by Edultrado Largaeipada, P.E. (Submitted under NOA No. 04-0120.01) .... .. . • . . . . .... . •. .. . .. . . . . ..• .. .. . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, compl;inA \frith FRC 5th ' • Edition (2014) and of no financial interest dated 03/16/15 and evjed on 7 '7115, • . prepared by Al-Farooq Corporation, signed and sealed by Javad'Ahrftad, P.n.: • • 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126.20 issued to Allnex USA, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. E-2 fri/t/-0° Manuel P , P.E. Product Conti Ex finer NOA No. 505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`h Edition (2014), and of no financial interest, dated March 26, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under NOA#09-1110.02) 3. Laboratory compliance letter for Test Report No. FTL-5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) • • • • 5. Laboratory compliance letter for Test Reports No. FTL-3946 id ytL-3915;issued by Fenestration Testing Laboratory, Inc., dated 11/04/03 and 11713/Q3 resfeCtivOly, •. both signed and sealed by Edmundo Largaespada, P.E. •• • • • • (Submitted under NOA No 04-0120.01) • .. • • • . • G. OTHERS • • •• • • • . • 1. Notice of Acceptance No. 14-0107.08, issued to T.M. Window ,Ke for theii.Series "805" Aluminum Horizontal Rolling Window - L.M.I., approeed 6n:02/2Q/14 and expiring on 05/13/10. E-3 • . . .. . • ... • • . • • Manuel P• , P.E. Product Control miner NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 r, - 3/16" ANN. GLASS .090" Interloyer Saflex Clear And Color Glass By 'Eastmon Chemical Co.' 3/16" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY TYPE 'A' 7/16" OVERALL GLASS 3/16" HEAT STREN'D GLASS .120" Interloyer Uvekol S By 'Allnex USA, Inc.' 3/16" HEAT STREN'D GLASS .090" Interloyer Kuroroy SentryGlas By 'Kuraroy Americo. Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY TYPE 'B' 7/16" OVERALL GLASS 3/16" ANN. GLASS .120" Interloyer Uvekol S By 'Alines USA, Inc.' 3/16" HEAT STREN'D GLASS \ 3/16" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 W SILICONE GE RGS7700 DOW CORNING 995 17:AT I/4 POINTS ON LITES _AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY WIDER THAN 36" ONLY TYPE 'C' 1/2" OVERALL GLASS TYPE 'D' 1/2" OVERALL GLASS GLAZING OPTIONS SERIES 805 ALUMINUM HORIZONTAL ROLLING WDW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS .090" Interloyer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' 1/8" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ALL SIZES TYPE 'E' 11/16" OVERALL INSUL. GLASS ADDL. ANCHOR READ. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 32 7/8" 74" MAX. WINDOW WIDTH D.L. OPG. 37 1/2" VENT WIDTH 1 ► 1 1 33 1/2" TYPICAL ELEVATION XO OR OX SIZES 6" MAX. HEAD/SILL CORNERS MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' EXT.(+) 1NT.(-) GLASS TYPE 'B' EXT.(+) 1NT.(-) GLASS TYPE 'C' EXT.(+) 1NT.(-) GLASS TYPE EXT.(+) 1NT.(-) GLASS TYPE 'E' EXT.(+) INT.(-) 80.0 90.0 90.0 130.0 90.0 90.0 55.0 55.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 380.0 PSF. • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPI•1' %TH • JHE• • REQUIREMENTS OF THE FLORIDA BUILDING CODE INAILUDIND HIG. VE40Cyr • HURRICANE ZONE (HVHZ). • • • • • • • • • • WOOD BUCKS BY OTHERS, MUST BE ANOMORELS GRDPERIt&TO T1..NSFE� 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 t2T !I:AN IN T�+'LS� DMA: ARE • • • • NOT PART OF THIS APPROVAL. • • • • • • • • A LOAD DURATION INCREASE IS UV IN DE$1(4 ( ANI-IQRSSNTO Wd3• D OALY. • • • • • • ALL SHIMS TO BE HIGH IMPACT, NDR 1AETALtIC AND IQAaCOMPAESSIBLE. • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MET L SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIAL SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC- 21 9 HESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT •• SHUTTERS ARE NOT REQUIRED. Engr: JAVAD AHIMD CML FLA PE # 70592 C.A.N. X538 APR 2015 PRODUCT REVISED .0 complying with rthe Florida Building Code �J��N Acceptance No JC, Ex imtion Date By Miami _)ode Productl 19 22 0 0 x 22 Y3 a a, 0 0 S o a co o w 0 sOOle: 1 /2":I'-0' drawing no. W08-81 sheet 1 of 7 ) ADDL. ANCHOR REOD. FOR INSTALLATIONS INTO W000 STRUCTURES 0R THRU WOOD BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPLIED) MAY 8E USED 111" MAX. 6" WINDOW WIDTH 10 1/4" MAX. HEAD\SILL AT FIX. LITE I ;11 9 3/8" MAX. HEAD\SILL AT VENT 1 I It 32 7/8" 1 I it 33 1/2" JL JC -ir , // 6" MAX. HEAD/SILL CORNERS m g off- 71 1 1 1 32 7/8" D.L. OPG. 37 5/8" VENT WIDTH 0.L. OPG. O.L. OPG. 37 5/8" VENT WIDTH XUX ST'LES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' CLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' EXT.(-1) INT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO t80.0 PSF. N Q� � U ADDL. ANCHOR READ. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU W000 BUCKS INTO MASONRY 111" MAX. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED _ WINDOW WIDTH 14 7/8" 3" q\ MAX. �� 6" MA: HEAD/S CORNET 3 1 HEAD 3 1 �( II 1 SILL �� II II i I I I 11 1 1 ! 1-1 1 h f :1_ , WINDOW HEIGHT 56 3/4" VENT HEIGHT 56 1/2" II LI .I I. JL- n II II II II II -It'.-u==== II II 56 3/4" i I II D.L. OPG. II -ter rr- ;I ,I .11 AY II it %q1 3 ,. f jl JI 1h II 1 ' I' , !I — • 'I 24 5/8" 50" MAX. 24 5/8" D.L. OPG. 29 1/4" D.L. OPG. D.L. OPG. 29 1/4" 1/CAM WMTN 'a TYPICAL ELEVATIONS •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' EXT.(+) 1 NT.(-) EXT.(+) 1 NT. (-) 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO ±80.0 PSF. • • • • • • • • • • • • • • • • • • • • • • • • • • • NCITE: • • • • • • • •• • • � • GLASS •( PAtaltS ON Y11 9 lEL•T ARE BASED ON ASTM E1300-09 (3• SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC- 219 • • • • • • • ••• & - • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Engr: JAVAD AHMAD CML FLA. PEN 70592 CAN. . 3538 LL 1S PRODUCT REVISED as complying with the Florida Badding Code'�O� /�' Acceptance No Floridian Ex 'ration Date iP1'i 1 LUJ'i Miami ade roduct AP 072015 3 0 0 O o_ ar O t � (drawing no. W08-81 sheet 2 of 7J .04 IBY WOOD SUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING #10 X 3/8" PH SMS 2 PER CUP 4" LONG WINO LOAD CLIP E'GE DIST. /PICAL ANCHORS EE ELEV. FOR SPACING x SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W1 = 1-1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE AT 4-7/8" FROM EACH END AND AT MIDSPAN W2 = 1-1/4" X 1/4" WEEPHOLES AT 4-7/8" FROM EACH. END AND AT MIDSPAN W3 = 2" LONG WEEP NOTCH AT EACH END W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH ENO 12" LONG SILL CLIP ADAPTER • Z _ • " • •, • • • • • • • •• •• • • • •• • • • • • • • • • • • • • • • • • ANCHOR• • • • • • • • • • • • •• "•"• ..LIP • • • • • • • • METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING j MIAMI-DADE COUNTY APPROVED 1 MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE D15T. TYPICAL ANCHORS - SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fo=177 KSI, Fy=155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" DIA, TEKS SELF DRILLING SCREWS BY 'ITW' (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI ALUMINUM : 1/8" THK. MIN. (6063-T5 (STEEL IN CONTACT WITH ALUMINUM TO MIN.) MIN.) 8E PLATED OR PAINTED) /14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) NTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCF INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL 0R JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Engr: JAVAD AMMO CML FLA CA P 53870592 PR 07201! PRODUCT REVISED as complying with the Florida Building Code I .050o Acceptance No EN ration Date By Mi n 1 ade Product antral 19 3 O m 0 8 5 U 5 5 n a S. S P. 0 drawing no. W08-81 sheet 3 of 7j �• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4• SHIM MAX. XO LAYOUT OX OPPOSITE VENT WIDTH 2BY WOOD BUA111. �I WO STRUCTU1 TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L 0. EXTERIOR WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY %OD BUCKS VENT WIDTH 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING SCREENS OPT.--- 18Y WOOD BUCKS XOX LAYOUT MIAMI—DADE COUNTY APEE U ION • •S�E SETE• A•�• • ®. to • •• • • • • II • }•• I • 31• • TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• • • • • • • • • JL—•--- SCREENS OPT. • • EXTERIOR WINDOW WIDTH WINDOW WIDTH 1 1/4" is .< v VENTS WITH SPRING LOADED LATCIIES Engr: JAVAD AMMO CIVIL PRODUCT REVISED as complying with the Florida Huildiog Code lye-05n5.29 Acceptance No ' E. 'ration Date _iF-T�K got 6y Product Corded 1 u cc to an Cr' co _J Z NFU a W 0Om 1 Zo 3Za •�o NO rF �a 0 Q 0 Cl 0 8 2 2 AMU ow C � aa drawing no. W08-81 (street 4 of 7 ter• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • •*• • METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING BY WO O 1/4" SHIM MAX. VENT WIDTH WOOD BUCK OR STRUCTURE `---SCREENS OPT. TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT OX OPPOSITE O EXTERIOR WINDOW WIDTH XOX LAYOUT 0 VENT WIDTH MIAMI—DADE COUNTY • • APPRID•MUI•.l0 • • • • • SEE SEPARATE•NOA• • • • • • • •• • • II • TYPICAL ANCHORS SEE ELEV. FOR SPACING IRV W90D BUCKS al SCREENS OPT. --- TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 EXTERIOR WINDOW WIDTH • 1/4" MAX. SHIMS 1BY WOOD BUCKS v,v 1/4" TYPICAL ANCHORS SEE ELEV. PDR SPACING • VENTS WITH SWEEP LATCHES Engr JAVAO AHMAD C V& FLA P� W 70592 C.A. 3538 APR 2015 8 PRODUCT REVISED as complying wish We Florida Buildiag Code 15050 of Acceptance No Eximlion Datc By MiamDade P cl zd a U 0 n 8 0 UP04TFD TO 2014 FBC 0 i 1 drawing no. W08-81 meet 5 of 7 • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • I.875 2.437 3.069 �{ .062 1.425 7 L-1.500 1.030 FRAME HEAD O .375 .062 .688 .688 1.250 1.000 TOP & BOTTOM RAIL IILoa. r I U 750 .125 -I 4- -k t4 WINO LOAD CLIP SILL TRACK O JAMB STILE .000 I-- .125�1 1.0100. t5 MTG. STILE REINF. 1.255 .929 1t SILL CLIP ADAPTER 1.071 1.719 .062 TYP. 3.270 2.708 --1.641 FRAME SILL TOP 1.375 1.000 2.312 1.750 MEETING STILE 2.373 4- 546 849 .500 ., Q7 3-�jI jI 1.000 .125-�{ �^� 16 FIX. STILE REINF. VENT LATCH ITEM PART / QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS 1 TM-130 1 FRAME HEAD 6063-T6 - 2 TM-133B 1 FRAME SILL BASE 6063-T6 - 3 TM-134 1 FRAME SILL TOP 6063-T6 - 4 TM-132 AS READ. FRAME JAMB - VENT 6063-T6 - 5 6 7 TM-131A TM-138 TM-139 AS READ. 2/ VENT 1/ VENT FRAME JAMB - FIXED 6063-T6 - TOP AND BOTTOM RAIL 6063-T6 - JAMB STILE 6063-T6 - 8 TM-140 1/ VENT MEETING STILE 6063-T6 - 9 TM-137 1/ VENT FIXEO STILE (SPRING LOADED LATCH) 6063-T6 - 9A TM-137A 1/ VENT FIXED STILE (SWEEP LATCH) 6063-T6 - 10 TM-136 1 SILL TRACK INSERT 6063-T6 - 11 1M-135 1 SILL CLIP ADAPTER, 12" LONG 6063-T6 AT MTG. STILE LOCATION 12 TM-118 1/ VENT SPRING LOADED VENT LATCH. 3-1/8" LONG 6063-T6 AT MID SPAN 12A - 1/ VENT METALLIC SWEEP LATCH - AT MID SPAN 128 /8 X 3/4" 2/LATCH SWEEP LATCH_MOUNTING SCREWS - TH SMS 13 TM-141A AS READ. GLAZING BEAD (LAMINATED GLASS) 6063-76 - 13A TM-161 AS RE00. GLAZING BEAD (INSUL. LAM. GLASS) 8063-T6 - 14 TM-154 AS READ. WIND LOAD CLIP, 4" LONG 6063-T6 - 15 - 1/ STILE MEETING STILE REINFORCING 6063-T6 - 16 - 2/ STILE FIXED STILE REINFORCING 6063-T6 - 17 W31225 A5 REOD. FIN SEAL WSTRIPPING (.270" X .220' HIGH) WOOL la W43371 W43371 AS RE00. FIN SEAL WSTRIPPING (.187" X .370" HIGH) WOOL - 19 W43201 AS READ. FIN SEAL WSTRIPPING (.187" X .200" HIGH) WOOL - 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8' X 1/2" X 1-7/16' LONG 21 22 - 2/ VENT VENT ROLLER HOUSING k GUIDE PLASTIC AT EACH END - - VENT ROLLER/WHEEL BRASS 23 #12 X 1" 2/ CORNER FRAME ASSEMBLY SCREWS - P.H. PHILLIPS SMS 24 #10 X 1" 2/ CORNER VENT ASSEMBLY SCREWS - P.N. PHILLIPS 5M5 25 - 1/ LATCH VENT LATCH SPRING ST. STEEL - 26 W31175 A5 REOD. FIN SEAL WSTRIPPING ( 187" X .175' HIGH) WOOL - 27 TM-151 1 SILL RISER 6063-T6 - 28 - AS READ. SETTING BLOCKS EPOM DUROMETER 80±5 SHORE A _1 .435 .183�{4140f - 2.312 .055 2.312 .055 PI T 1 .602 4 040 562 .540 .500 ? 1.437 (F��^1TT1^'',`��1)� , 000 1.237 I.375 1. 0 1.237 - I- L�R� L �I III .923 I� L.923] 1.750 F.-1.750 13 GLAZING BEAD 0 GLAZING BEAD 0 FIXED STILE (SPRING LATCH) ® FIXED STILE (SWEEP LATCH) (LAM. GLASS) (INSUL. LAM. GLASS) 1.858 3.069 .062 TYP. .092 3.069 FRAME SILL BASE 2.628 500 O FRAME JAMB - VENT .875 FRAME JAMB - FIXED •• • • • • • • • • • • • • • Ofj7 1.919 • • •• ••• • • • • •• • • • • • • • ••• • • 1.799 • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • C7 SILL RISER ••.. • . . Or .•-• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • Engr: JAVAD AHMAD CIVIL FLA. PE ] 70592 CAN. 3538 7 20b PRODUCT REVISED complying with the Florid. Building Cud6 Acceptance No 150 EnDiralion Date 0 CO C, lu t,u 3 3 W m 7 drawing no. W08-81 sheet 6 of 7 ASSEMBLY SCREWS PH. SMS. IIFRAME TOP CORNER (4) #12 x 1 1/4' PH. SMS. ASSEMBLY SCREWS FRAME BOTTOM CORNER VENT TOP CORNER (2) x I' E. SMS. ASSEMBLY LY SCREWS (2) #10 x 1' PH. SMS. ASSEMBLY SCREWS FIXED MTG. RAIL TOP CORNER (2) #I0 x 1' PH. SMS. ASSEMBLY SCREWS • • • • • • •• • • • ••• • • • • •FIX€(ii,o141TG. RAIL BOTTOM CORNER •i #10 x 10PH. Sf11R• • • •SSEMBLY SCRIM • • • • • • • • • • • • • • •• • • • • • VENT BOT 1M aORN • • • • • • • • ••• • ••• • Enqr: JAVAD AHMAO CML FLA. PE 1 70592 CA.N. 538 R 07 20I: PRODUCT REVISED ns camplyig with the Florida B,�iidinecode tS4505 29 Acceplarce No% 2019 ,H IIeIIOn Dele By /. Miom ade Product COMP-ANL\W08-81TMW SERIES 805 ALUM HORIZONTAL ROLLING WDW. (L.M.I.) 0 t�Drn 00 OM wLi" Z J = O W U Y a m m Z_ 0 3 Z Q N sr2 • �to C. o_ vat 7- NO CHANCE THIS SHEET c rn 9, 4, va Q �1 drawing no. W08-81 (sheet 7 of • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) TM Windows, LLC 1543 N. Powerline Road Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- • • • • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • • • • • • DESCRIPTION: Series "605 Reinforced" Aluminum Single Hung Window - IVLZ APPROVAL DOCUMENT: Drawing No. W06=34, titled "Series 605 Aluminutfi'3ipgre Hung Wdha. (L.M.I.)", sheets 1 through 7 of 7, dated 04/24/06, with revision F dated 04/01 /15, pWed by Al-Farooq • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Ce>ju .tyProduot Gontrol Revision stamp with the Notice of Acceptance number and expiration date by the Milgrli!Dade C.,rot t�ty Product Control Section. • • • • • • .• • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's,nami or city, state, • model/series, and following statement: "Miami -Dade County Product Control ANrdvatl", utllegs ojherwi3e • • •; 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# 12-0213.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. •. • • • • • • MIAMI•DADE COUNTY APPROVED • NOA No. 15-0611.06 Expiration Date: July 05, 2017 Approval Date: September 03, 2015 Page 1 • •• TM Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 09-0604.24) 2. Drawing No W06-34, sheets 1 through 7 of 7, titled "Series 605 Aluminum Single Hung Wdw. (L.M.I.)", dated 04/24/06, with revision F dated 04/01/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Alunad, P.E. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact 'Pest 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 single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports lip.. FTL-5439, dated 12/10/07 and FTL-5742, dated 01/21/09, both Iiwed aild.aealed b}o Michael S. Wenzel, P.E. • • • • • • •• (Submitted under NOA# 09-0604.24) . • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .... .. . • 2) Uniform Static Air Pressure Test, Loading par•F$C 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, Ti/Sr2(13-94 • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 . along with marked -up drawings and installation diagram of anvluminum•iingle hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. • • FTL-3975, dated 10/22/03, FTL-3755, dated 03/24/03 and FTL-4514, dated 01/25/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 07-0404.04) 3. 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 an aluminum single hung window, prepared by Certified Testing Laboratories, Test Report No. CTLA-416W, dated 04/11/00, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 07-0404.04) E - 1 • • • Manuel , P.E. Product Contra miner NOA No. 15-0611.06 Expiration Date: July 05, 2017 Approval Date: September 03, 2015 TM Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (2014) dated 04/29/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 13-1126.20 issued to Allnex USA, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATEMENTS ••. • •. • • 1. Statement letter of conformance, complying with FBC-5th Edition (20r't iIl of no •, financial interest, dated April 29, 2015, issued by Al-Farooge.r.00tporation, signed air ••• sealed by Javad Alunad, P.E. G. OTHERS 1. • • • • • • • • • • •• • • • • • • . • • ••• • • • • • Notice of Acceptance No. 12-0213.05, issued to T.M. Windows LLC for their Series "605" Single Hung Aluminum Window (reinforced), approved oh Q5/03/12 aqd expiring on 07/05/17. • E - 2 • • • • • .•• • • .E. mer 611.06 Expiration Date: July 05, 2017 Approval Date: September 03, 2015 Manuel Product Centro NOA No. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 605 ALUMINUM SINGLE HUNG WINDOIY DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 2 2 a a 53 1/8' WINDOW WIDTH 48 1 /4' D.L. OPG. W. (FIXED) 21".. MAX. HEAD/SILL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY 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. ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 5 1/2' MAX. 47 3/4' D.L. OPG. (VENT) 50 1/8' VENT WIDTH TYPICAL ELEVATION EQUAL LITES (SEE DESIGN CAPACITY CHART) HEAD/SILL CORNERS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED \ Y m 53 1/8" WINDOW WIDTH 48 1/4' D.L. OPG. W. (FIXED) 21' MAX. Al HEAD/SILL 1111 PIMaaaaaaa�a� l O /. // 'C1 l ll / /, // -/ - 1 1 `— 47 3/4' D.L. OPG. (VENT) 50 1/8' VENT WIDTH I.1 W to n I� 5 1/2' MAX. HEAD/SILL CORNERS TYPICAL El FVATION WITH OPTIONAL FIN EQUAL LITES (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) D.L.O. WIDTH (FIXED) = WINDOW WIDTH — 4.875" D.L.O. WIDTH (VENT) = WINDOW WIDTH — 5.375" D.L,O. HEIGHT = WINDOW HEIGHT/2 — 4.5" •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • ••• • •'I` • • • • • • • • a • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT Engr: JAVAD AHMAD CML FLA. PE (I 70592 C.A. . 3538 02201' PRODUCT REVISED as complying with the Florida Budding Cade 15-06N. ova Acceptance No Ro,iralias Date /77 •�1. N1io0 I de Product 0 a. J ce x ALUMINUM SIN 0 v 5 2 drawing no. W06-34 sheet 1 of 7 ) 4 DESIGN LOAD CAPACITY - PSF (WITH ALUMINUM REINFORCING) WINDOW DIMS IDTH HEIGHT GLASS TYPES GLASS TYPE 'C' 'D' k '8' GLASS TYPE 'F' GLASS TYPE '0' GLASS TYPE 'R' GLASS TYPE '1' GLASS TYPE 'J' EXT.(+) INT.(-) EST.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) C<T.(+) INT.(-) EXT.(+) NT.(-) 80.0 80.0 80.0 80.0 19-1 /8' 26-1/2" 26" 37' (4) 53-1/8" 19-1/8' 26-1/2' 38-3/8" 37" (4) 53-1/8' 19-1/8' 26-1/2' 60-5/8 37" (5) 53-1/8" 70.0 70.0 61.0 61.0 70.0 70.0 70.0 70.0 61.0 61.0 70.0 70.0 70.0 70.0 70.0 70.0 61.0 61.0 61.0 70.0 70.0 70.0 70.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 70.0 61.0 70.0 61.0 70.0 70.0 61.0 61.0 61.0 61.D 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 51.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 19-1/8' 26-1/2' 66-5/8 37" (6) 53-1/8' 19-1/8 26-1/2" 63. 37" (6) 53-1/8" 70.0 70.0 61.0 61.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 70.0 70.0 61.0 61.0 61.0 61.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 B0.0 70.0 70.0 70.0 19-1/8' 26-1/2" 72" 37' (7) 53-1/8" 19-1/8' 26-1/2" 76-3/4. 37' (7) 53-1/8" 70.0 70.0 70.0 70.0 70.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 70.0 70.0 70.0 70.0 24" 30' 36" 42' 48" 54" 24' 30' 36" 42' 48" 54' 24' 30' 36" 42' 48" 54' 70.0 70.0 70.0 70.0 70.0 70.0 61.0 61.0 61.0 61.0 61.0 61.0 48" (5) 60' (6) 72" (7) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.D 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.6 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 70.0 70.0 61.0 70.0 70.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 61.0 24' 30' 36' 42' 48" 84" (B) 70.0 70.0 70.0 70.0 BB 61.0 61.0 61.0 61.0 610 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 B0.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 0 80.0 80.0 80.0 80.0 80.0 8 80.0 80.0 79.1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.6 80.0 eo.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 _0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Bo.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.2 80.0 80.0 80.0 74.5 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.2 80.0 80.0 80.0 74.5 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 60.0 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 0 80.0 80.0 80.0 80.0 ID 80.0 • 80.00 80.0• 80.0 0y Bg.O s.a 80.0 80 79.1 79.1 76.8 76.8 78.4 78.4 80.0 80.0 80.0 80.0 80.0 80.0 0.0 80.0 80.0 80.0 •.0.GO 90.0 80E 1 - 80.0 80.0 80.0 80.0 80.0 e0.0 80.0 ).0 - - 80.0 80.0 80.0 80.0 80.0 80.0 8.0• • - - 61.0 61.0 - - 80.0 80.0 80.0 77.Y 477.5 80.0 61.0 61.0 80%• %PF • () N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • MOTE: • • • .GL4SS•CAOCITIE$ 41 THIS SHEET ARE BUSED ON 111,9TM EA 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-2 1 9 DESIGN LOAD CAPACITY - PSF (WITH STEEL REINFORCING) WINDOW DIMS. CLASS TYPE 'F' WIDTH HEIGHT En (4) 1NT.(-) 19-1/8" 80.0 115.0 26-1/2" 80.0 115.0 37" 26, (4) 80.0 115.0 53-1/8" 80.0 115.0 19-1/8" 80.0 115.0 26-I/2' BOA 115.0 37' 38-3/8" 80.0 115.0 53-1/8" (4) 80.0 115.0 19-1/8" 80.0 115.0 26-1/2" 80.0 115.0 37" 50-5/8" (5) 80.0 115.0 53-1/8" 80.0 115.0 19-1/8" 115.0 26-1/2" _80.0 80.0 115.0 37" 56-5/8" (6) B0.0 115.0 53-1/8' 80.0 115.0 19-1/8" 80.0 115.0 26-1/2" 80.0 115.0 37" 63. (6) 80.0 115.0 53-1/8" 80.0 115.0 19-1/8" 80.0 115.0 26-1/2" 72' 80.0 115.0 37' (7) 80.0 115.0 19-1/8' B0.0 115.0 26-1/2" 76-3/4' 80.0 115.0 37" (7) 80.0 112.2 24' 80.0 115.0 30' 80.0 115.0 36' 80.0 115.0 42" 48, 80.0 115.0 45" (5) 80.0 115.0 54" 80.0 109.1 24" 80.0 115.0 30" 80.0 115.0 36' 80.0 115.0 42" �) 80.0 115.0 48" 80.0 109.7 54" 80.0 98.4 24" 80.0 115.0 30" 72' 80.0 115.0 36' (7) 80.0 115.0 42" 80.0 112.0 24" 84" 80.0 115.0 30" (8) 80.0 115.0 ( ) N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB PRODUCT REVISED as complying with the Fluride Building Cods i5"obll•o Acceptance No-T-��-n GJ 11 iration Date 4kA1,(4 t�2O!7 C... / 7✓1 1 I Engr JAVAO AHMAD CML FLq PE 70592 68.N. 538 'EP 02205ny Mian 0 a 0 55 2 4 5 6 6 8 6 n 0 0 5 ca J drawing no. W06-34) sheet 2 of 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 80.0 =Im K 1/8" ANN. GLASS .120" Inlerlayer Uvekol S By 1Allnex USA, Inc.' r-1/8" ANN. GLASS SILICONE DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE 'C' 1/8" ANN. GLASS .090" Interloyer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' r-1/8" ANN. GLASS SILICONE GE RGS7700 AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY GLASS TYPE 'G' 0 0 8 3/16" ANN. GLASS .120" Interloyer Uvekol S By 'Allnex USA, Inc.' r3/16" ANN. GLASS I SILICONE DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY GLASS TYPE 'D' 1/8" HEAT STREN'D GLASS .090" Interloyer -Soflex Cleor And Color Glass By 'Eastman Chemical Co.' [1/8" HEAT STREW° GLASS SILICONE GE RGS7700 5 5 -3/16" ANN. GLASS 3/16' HEAT STREN'D GLASS .090" Interloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 3/16' ANN. GLASS SILICONE DOW CORNING 995 n AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'E' 1/8" ANN. GLASS 1-1/4" AIR SPACE 1/8" ANN. GLASS .090" Interloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" ANN. GLASS cc AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE 'H' •• _SILICONE GE RCS7700 • • ® 1/4 POINTS ALL SIZES • • • • • •• • • • • • • •OLACSiFYIPE•'1'••• • fS•GLASS• r(PE ONLY Pt • LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL MISSILE IMPACT AREAS. • ••• • ••• • • • • •• • • GLAZING• EPTII3NS • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • •• • • • • • • • • 120" Interloyer Uvekol 5 By 'Allnex USA, Inc.' 3/16" HEAT STREN'D GLASS °A- IF SILICONE DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'F' —1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS .090" Interloyer .—Soflex Clear And Color Gloss By 'Eastman Chemical Co.' r1/13" HEAT STREN'O GLASS 0 SIUCONE GE RGS7700 • n AT 1/4 POINTS ALL SIZES GLASS TYPE 'J' Engr: JAVAD AHMAD rML FIA. P 70592 538 2 2015 PRODUCT REVISED as complying with the Florida Building Code i5-oral/. 0(0 Acceptance No Expiration Dale By Minn 17 U 0 41 G 0 a v 0 5 0 g 0 0 la Jr nn o r o • 3 0 a J .J c � drawing no. W-34 �he06et 3 of 7 ) .Ilaw w • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • WINDOW HEIGHT 0 F X TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 J 0 REINFORCING OPTIONS SEE SHEET 2 W1-� W2� a CONCRETE ° EDGE DIST, • 8 ILLUSTRATNE DTLS. ONLY EXT. OR NT. FINISHES NOT BY TM INOOW 1BY WOOD BUCK OPTIONAL TO SPRING LATCH REINFORCING OPTIONS SEE SHEET 2 1 N TYPICAL ANCHORS SEE ELEV. FOR SPACING REINFORCING OPTIONS SEE SHEET 2 C1 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TO SPRING LATCH REINFORCING OPTIONS SEE SHEET 2 • • • • • • • • • • • • • • • • A{,TA'PEERNFRAMF Sill••• • • • • • • • • • • TYPICA• ANCIJRS • • • Sell ELEV. •OR SPASINC• • • • • • • • FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • ■•• • MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. I TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 Ksl) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 612 SMS OR SELF DRII I ING SCRFWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 P51 MIN. WEEPHOLES: W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG W2 = 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG Engr: JAVAD AHMAD CML PRODUCT RGVISED as complying with t¢e Florida Budding Code i-O(OII.O Acceptance No 6 drat' Date 'TVI..X/1I 02 2011 BY Dade Product SERIES 605 ALU 0 O 0 a 00 0r') O5 M • J Z J = NwU 000 - c O 3Zama tto0 0 v o., a.� Va c. n GLASS & REINF. OPTIONS MO. 0 gb F 8 8 4 drawing no. W06-34 sheet 4 of 7 ) METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. - FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 WINDOW WIDTH FRAME WITH FIN OPTION VENT WIDTH WINDOW WIDTH MIAMI-DADE COUNTY APPR,D CLIPPED MULLION �-JJ SEE SEPARATE NOA 7 TYPICAL ANCHORS /SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM MAX. rc �03 TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM PART B - QTY. DF.SCRIPTION MATERIAL NANF./SUPPLIER/REMARKS 1 GW-36763 1 FRAME HEAD 6063-T6 - 2 GW-37731 1 FRAME SILL (4' HIGH) 6063-T6 - 2A BA-3608 1 FRAME SILL (3' HIGH) 6063-T8 - 3 GW-31445 2 FRAME JAMB 6063-T6 - 4 GW-36706 1 MEETING RAIL 6063-T6 6063-T6 - 5 GW-36655 1 VENT TOP RAIL - 6 GW-37730 1 VENT BOTTOM RAIL (4' SILL) 6063-T6 - 6A 7 GW-37559 1 VENT BOTTOM RAIL (3' SILL) 6063-T6 - GW-31134 2 VENT JAMB STILE 6063-T6 - 8 GW-31470 2 VENT STOP 6063-T5 - 9 19-56 4/VENT GLAZING BEAD ANGLE 6063-T5 - 9A TM-123 4/VENT GLAZING BEAD 6063-75 - 9B TM-170 4/VENT GLAZING BEAD 6063-T8 - 9C TM-181 4/VENT GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 10 W8 0 1/2' 12/VENT GLAZING ANGLE SCREWS STEEL PH SMS 11 4037 (1) STRIP FIN SEAL WEATHERSTRIP - MTG.RAfL/FRAME SILL 12 2240 (1) STRIP FIN SEAL WEATHERSTRIP - VENT TOP 13 3722 (2) STRIP RN SEAL WEATHERSTRIP - VENT JAMB STILES 14 - 2 1 1/2'x7/6'x3/4' FINSEAL PAD - FRAME SILL CORNERS 15 - 2/VENT LATCH LOCK AT 5' FROM ENDS CAST VENT TOP 15A TM-118A 2/VENT SPRING LOADED EGRESS LOCK 6063-T6 VENT BOTTOM RAIL 16 - 4/VENT VENT GUIDE NYLON VENT INT. CORNERS 17 - 2/VENT CALDWELL SPIRAL BALANCES - AT FRAME JAMBS 18 WVR-9302 2/VENT BALANCE COVER VINYL FRAME HEAD/JAMBS 19 N69 2/VENT CALDWELL BALANCE CUP - VENT 80TT. CORNERS 20 - 2 N12 x 3/4" P.H. SMS STEEL (1) AT EACH BALANCE 21 - 0 #12 x 1' P.H. SMS STEEL FRAME CORNERS 22 - B ({10 x 1' P.H. SMS STEEL VENT CORNERS - 23 - 4 /8 x 3/4' F.H. SMS. STEEL (2) AT EACH LATCH 24 - 4 1 R6 x 3/8' F.H. SMS. STEEL AT EA. PLASTIC GUIDE 25 - 1x1 3/16x3/4x1/8' CHANNEL STEEL AT VENT TOP 26 - 2 1x1/4 THK.x4" LONG BAR ALUM. (1) AT E0. MTG. RAIL END 27 - 1 1/2x1x1/2x1/8' CHANNEL STEEL AT MEETING RAIL 28 TM-161 2 FIN TRIM FOR JAMBS 6063-T6 - 29 TM-163 1 FIN TRIM FOR HEAD 6063-T6 - 30 TM-164 1 FIN TRIM FOR SILL 6063-T6 - 31 TM-179 1 MTG. RAIL REINFORCING CHANNEL 6063-T5 AT MEETING RAIL 32 T1A-178 1 TOP RAIL REINFORCING CHANNEL 6063-T5 AT VENT TOP 33 - AS RECO. SETTING BLOCKS EPDM OUROMETER 80t5 SHORE A • • •• • • • • • .._ .. ...._ • • •• .. . EXTERIOR WINDOW WIDTH • • ■ • • • • WINDOW WIDTH • • • . . • . • • • • • • • • • SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. Engr: JAVAD AHMAD CML FLA. PE { 70592 C.0.N. 3538 PRODUCT REVISED as complying with the Florida Budding Coder OIOII O� Acceptance No •isali1Date rtf1' x,11 By Dark Product f'u 0 �IW 0 4 5 a 0 O B drawing no. W06-34 (sheet 5 of 7 ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 080 • • • 000 • • BCIS Home Log In User Registration Product Approval USER: Public User Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map '', Links Search ?roduct Approval Menu > Product or Application Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other Search Results -_Applications FL# i Type ; Manufacturer FL20867 I New 2014 ALL ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Product Description Approved for use outside HVHZ Design Pressure RECEIVED AUG 0 9 2017 Trinity Glass International Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Refine Search 20867 ALL ALL ALL ALL ALL ALL ALL Validated JBy WW Status r-- ;Locke Bowden (334) 300-1800 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. • • • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-48748014 • • • • • • • • • • • •• • • • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement Refund Statement • •• • Under Florida law, email addresses are public records.Ifyou do not wantyour e-mail address released In response to a public -records re not send ectro 1 P IP P I qu. urs ct nc• mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please coRNdcili'59.487.135�5 ',Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the bjgpitryent with an •rtei►address if ti* t e• one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a ei�orril• address, please provide the Department with an email address which can be made available to the public. To determine•fq•iraSe a iicen9Ee uriEQF Chapter 4S5� F.S., please click here . • • • • • •• •• • • • • Product Approval Accepts: • (radii Card Safe securitmVvieliffersowski >rtic BUILDING REVIEW APPROVED • • • • • • • • • • • •• • • • • • •• • • Florida Building Code Online Page 1 of 3 BCIS Home ! Log In User Registration Product Approval USER: Public User Hot Topics Submit Surcharge Stats & Facts Publications j FBC Staff Product Approval Menu > Product or Application Search > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL20867 New 2014 Approved Trinity Glass International 33615 1st Way S Federal Way, WA 98003 (253) 875-7300 andrewn@trinityglass.com Andrew Na andrewn@trinityglass.com Exterior Doors BUS Site Map ' Links Search • • • • • •• • • • • • • •••• •• • • • • •• • • •••• •••• Swinging Exterior Door Assemblies • • •••• •••• • •• Evaluation Report from a Florida Register A=ctiftect or g 6i:e4pred Florida Professional Engineer Evaluation Report - Hardcopy Receiv• •;•; • • • • • Hermes F. Norero, P.E. • • • • • •• • PE-73778 National Accreditation & Management Institute 12/31/2018 Locke Bowden J Validation Checklist - Hardcopy Received FL20867 RO COI COI Trinity SS 2016-08-26.pdf Standard AAMA 1304 ASTM E283 ASTM E330 ASTM E331 TAS 201 TAS 202 TAS 203 Year 2002 2004 2002 2000 1994 1994 1994 • • • • • • • •• • • • • https: //www. floridabuilding. org/pr/pr_app_dtl . aspx?param=wGEV XQwtDgtbxPgODTr%2... 8/9/2017 Florida wilding Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ary of Products FL # Model, Number or 1Vame 20867.1 a. Fiberglass Door Method 1 Option D 08/23/2016 10/19/2016 08/30/2016 10/20/2016 Des,'ription 6-: lazed "Impact" Fiberglass Door - Outswing Li Use Approved for us Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installation Instructions, FL-20867.1, and Evaluation Report, PER4418, for design pressures, sizes, configurations, installation requirements, and limits of use. Installation Instructions FL20867 RO II FL-20867.1 SS 2016-08-26.odf Verified By: Hermes F. Norero FL P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL20867 RO AE PER4418 SS 2016-08-06.pdf Created by Independent Third Party: Yes 20867.2 b. Fiberglass Door 6-8 Opaque "Impact" Fiberglass Door - Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installation Instructions, FL-20867.2, and Evaluation Report, PER4419, for design pressures, sizes, configurations, installation requirements, and limits of use. Installation Instructions FL2.0.6.Z...R0..,II_.._FL-2.08.67,,2.,SS..2.Q.1.6:t78-2.5.,_P.di Verified By: Hermes F. Norero FL P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL20867 R0 AE PER4419 SS 2016-08-06.pdf Created by Independent Third Party: Yes 20867.3 c. Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, FL-20867.3, and Evaluation Report, PER4420, for design pressures, sizes, configurations, installation requirements, and limits of use. 6-8 Glazed "Non -Impact" Fiberglass poor - • • • • • • Inswing/Outswing • • • •• • •• • Installation Instructions • ••• • • • FL20867 R0 II FL-20867.3 SS 20116-10-18. df • Verified By: Hermes F. Norer . #73778 Created by Independent Third Party! Yes • • • • • • Evaluation Reports • • • • • • • • • • FL20867 RO AE PER4420 SS 2016-08-06.odf Created by Independent Third•ra�ty! Qes • ...• •• •• •••• 20867.4 d. Fiberglass Door 6-8 Opaque "Non -Impact" Fiberglass (tor - • Inswing/Outswing • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, FL-20867.4, and Evaluation Report, PER4421, for design pressures, sizes, configurations, installation requirements, and limits of use. • Installation Instructions • • • • FL20867 RO II FL-20867,4 SS 21)16-10-18.pdf • • • • • • Verified By: Hermes F. Norero FL P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL20867 R0 AE PER4421 SS 2016-08-06.pdf Created by Independent Third Party: Yes 20867.5 e. Fiberglass Door 8-0 Glazed "Non -Impact" Fiberglass Door - Inswing/Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, FL-20867.5, and Evaluation Report, PER4422, for design pressures, sizes, configurations, installation requirements, and limits of use. Installation Instructions FL20867 RO II FL-20867.S SS 2016-10-18.pdf Verified By: Hermes F. Norero FL P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL..20867 R0 AE P604422 SS 2016-08-06,odf Created by Independent Third Party: Yes 20867.6 f. Fiberglass Door 8-0 Opaque "Non -Impact" Fiberglass Door - Inswing/Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, FL-20867.6, and Installation Instructions FL.20867 120 L[ FL•20867,6 SS 201.6-10-18.pdf Verified By: Hermes F. Norero FL P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports • • • • http s ://www.floridabuil ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtbxPq0DTr%2... 8/9/2017 Florida Building Code Online Page 3 of 3 Evaluation Report, PER4423, for design pressures, sizes, FL20867 RO AE PER4423 SS 2016-08-06.pdf configurations, installation requirements, and limits of use. Created by Independent Third Party: Yes Back !Nest' Contact Us :: 7fi01 Blair Stone Road, Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EE0 employer. Coovriaht 2007-2013 State of Florida :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ET 'MR - ICI Credit Card Safe 11%Itt` CETItUCS—.1 • • • • • • • • • • • • • • • • •• • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • https : //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtbxPgODTr%2... 8/9/2017 •' o' r BUILDING cos A Perfect Solution in Eul? y Drop Certificate of Authorization: 29 i78 398 E Dania Beilch Blvd. :: uite 338 Dania Beach, I:1 33004 954.399,8478 PH 954.744 4738 FX contact@buildingdrDps.com of 1'rinity Glass International 'rgb ss Door Oittswilm (Impact) for IF forida Product Approval (:: 1 irrent Florida Building Code Method: Category: Sub - - Category: Product: Material: Produ i t Dimensions: .... • • .• .••• • ..• . •. . . •. ..• • 1 — D (Engineering Evahtation) • .•.• .••• Exterior Door. • . • • .... ...• Swinging Exterior Doerissentblih:s ...• • • .• • Glazed Fiberglass Door Qiitsulug • •. . .•. . Fiberglass ••• • See Installation Instructions, FL-20867. i' Prepared For:'p hner Prepared by: F. orida Professional Engineer # 737'78 Date: 07/25/2016 Contents: E valuation Report Pages 1 —4 C•i'tally signed by Hermes F. Norero, P.F. Re son: I am approving this document i ' e: 2016.0a:26 14:47:07-04'00' • • • • • • • • • .• • • .ti #/#\\ BUILDING DROPS ( 4 Certificate of Authorization: 29578 A Perfect Solution in Every Drop Manufu cturer: Trinity Glass International Producl Category: Exterior Door Produc: Sub -Category: Swinging Exterior Door Assemblies ComplLi nce Method: State Product Approval Method (1)(d) Product Name: Glazed Fiberglass Door Outswing (Impact) Scope: Date: 07/25/2016 Report No: 4418 This is a Product Evaluation Report issued by Hermes F. Nore •o, P.E. (FL # 73778) for Trinity Glass International based on Method 1d of the State of Florida Pr( c rrct Approval, Florida Department of Business and Professional Regulation -- Florida Building Comn iC;sion. Hermes F. Norero, P.E. does not have nor will acquire financi it interest in the company manufacturing or distributing the product or in any other ent tp involved in the approvalxy'pcess of the product named herein. • • . • • • • This product has been evaluated for use in locations adherinf to the currentflVla Build/Mg tode. • • • • • .... ..•• • See Installation Instructions FL-20867.1, signed and sealed by Hermes F. Norero, P.E. (FL a/78) for•.••. specific use parameters. .... • • • • • • • • • .• .• Limits of IIse: •- • 1. This product has been evaluated and is in compliance with the curr4t Fioraida Buulip4ng Code, •• including the "High Velocity Hurricane Zone" (HVHZ). • • •• • 2. Product anchors shall be as listed and spaced as show r on details. Anchor embedment into substrate material shall be beyond wall dressing or stt cco. 3. When used in areas requiring wind borne debris prote :i:ion this product complies with Chapter 16 of the current Florida Building Code and do g E not require an impact resistant covering. 4. Site conditions that deviate from the details of drawin; FL-20867.1 require further engineering analysis by a licensed engineer or register cl architect. 5. See Installation Instructions FL-20867.1 for size and de :il;n pressure limitations. • • • • .••• • • Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 • • • • • BUILDING DROPS A Perfect Solution ir E rery Drop Certificate of Authorizatio 1 29578 Quality Assurance: Date: 07/2 !;/201.6 Report No: 418 The mar ufacturer has demonstrated compliance in Accordance with the Flo' da Building :ode and Florida Product Approval system for manufacturing under quality assurance program audited by an approved quality assurance entity through Nations Accreditation Management Institute. (FBC Organization # QUA1.7f::9) Performance Standards: The pro( uct described herein has been tested per: Referenced Data: • TA;:, !01-94 • T/ !02-94 • TAS !03-94 • AS1'f 1 283-04 • AS -I f 1 E330-02 • AS1 f 1 E331-00 • AA A 1304-02 1. I roduct Testing performed by Architectural Testing, Inc. I :BC Organization # TST1910) I eport #: F5877.01-109-18, Report Date: 04/12/2016 I eport #: F7081.01-109-18, Report Date: 05/12/2016 • • • • • I eport #: F8603.01-109-18, Report Date: 05/�/201 , • • • • • 2_ • I eport#: B5950.01-106-18, Report Date:08/29r101r •••••• I eport #: C3995.01-106-18, Report Date: 12/112' • • •• (it2 • • I eport #: D8467.01-106-18, Report Date: 01/24,w • • • • f eport #: D8467.02-106-18, Report Date: 01/23/420.1..5. • • • • • • • •• • 2. f roduct Testing performed by Testing Evaluation L313o?tories, In.• • • ( :BC Organization # TST4317) : • : • • f eport #: TEL 06-0918-1, Report Date: 10/10‘20N •• f eport #: TEL 01370051, Report Date: 10/017; 08: ••• • • • f eport #: TEL 01370210, Report Date: 12/21/2009 • • F eport #: TEL 01470437, Report Date: 11/30/2011. f eport #: TEL 04251336, Report Date: 05/05/2015 f eport #: TEL 01370079, Report Date: 12/05/2008 f eport #: TEL 02010411, Report Date: 10/11/2011 f eport #: TEL 02010412, Report Date: 10/11/2011 F eport #: TEL 08-01370020, Report Date: 06/10/2008 • • • • • 3. F roduct Testing performed by ETC Laboratories ( 'BC Organization # TST2411) F eport #: ETC-05-781-16179.0, Report Date: 12/21/2005 F eport #: ETC-05-781-16208.0, Report Date: 12/21/2005 F eport #: ETC-05-781-17122.0, Report Date: 10/19/2005 F eport #: ETC-05-756-10828.0, Report Date: 12/31/2001 Hermes F. Nor. ro, P.E. Florida No. 73778 PaHe 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 07/25/2016 Report No: 4418 Installation: Refer to Installation Instructions (FL-20867.1) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (FL-20867.1) for design pressures based on size, configuration, and glass types. •••• • • • • •••• • • • •• • •• • •• • ••• • • ••e• • • • • •• •• • • • • • • • • • • •• • • •••• • • •••• • • • • • • • ••• • • • • • • • • • • • • • • °Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF i112 INCH ;I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION AILTHOR TO THE NEXT. 4. SHIM A.5 REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD ,rv�.n. anl;tii 'au n0Kc 0. 11i z U` 'I,10 IN3H 0R GREATER 001111.00 .ALL Eu yr 0 t,Un U..1461 I f VLPO I i3 V K: BETTER. 5. THROUGH FRAME: FOR INSTALLATION INTO 2X WOOD FRAMING USE MINIMUM #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 tit" MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. MINIMUM EDGE DISTANCE OF 3!4" SHALL 3E MAINTAINED. 5. THROUGH FRAME: FOR INSTALLATION! INTO CONCRETE:MASONRY. USE 114 ITM/ TAPCONS OR I/4" ELC0 ULTRACONS OR 3:15" ITN TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4" MINIMUM EMBEDMENT INTO CONCRETEiMASONRY. 7. MINIMUM EMBEDMENT. AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK VENEER, AND SIDING. 3. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE ,MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK. DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. 3. CONCRETE - MINIMUM 3000 PSI COMPRESSIVE STRENGTH C. HOLLOW/GROUT FILLED C0U - STRENGTH CONFORMANCE TO ASTM C90, MIN. Pm = 2000 PSI. Trinity Glass International GLAZED FIBERGLASS DOOR IMPACT OUTSWING GENERAL NOTES: I. THE PRODUCT 311011N-15051N !S DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA • TAS 201-94 • TAS 202-94 • TAS 203-P.4 • ASTM E233-04 • ASTM E330-02 • ASTM E331-00 • ?AMA 1304-02 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE _ _ FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN .ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM TFIE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NONVHZ .AREAS. J. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT. 4. FRAME C. MULLION MATERIAL: WOOD OR PVC 7 •.S ANDS. MAIrEFSSII.: FI RC:ASS• • • • • • • • • • . • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • •• • • • • 1• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • lonc/ tr LICJVro,t IIMIY I 1 General notes 2 Typical elevations. design pressures 3 Typical elevations, design pressures 4 I Typical elevations, design pressures 5 Typical elevations, design pressures 6 Door panel construction details 7 Sidelite panel construction details 8 Glazing details 9 Vertical cross sections 10 Vertical cross sections 11- Horizontal cross sections 12 Horizontal cross sections 13 Horizontal cross sections 14 Vertical & Horizontal cross sections 15 Horizontal cross sections 16 Buck & Frame anchoring 17 Buck anchoring 18 Frame anchoring 19 Frame anchoring 20 Frame anchoring 21 Buck anchoring 22 Frame anchoring 23 Frame anchoring 24 Buck anchoring 25 'Frame anchoring 26 Components 27 Components 28 Components 29 Bill of materials Digitally signed by Hermes F. Norero, P.E. c_ 12: NITY GLASS 7RI5177'i AL>55 iN:TR1457t0+.,, 3355 I5T WAY =03,E1AL WAY. WA 03003 5.1 a 3-7300 CL C ENERAL NOTES T uJ ,Y REVISION$ 1— D DESCRIPTION 2 51s CO Z 25 U. V 1 Z I L-2O867.1 Reason: I am approving this document SHEET: 1 OF 29 r)a*o 7n1 k nA 7A 141.RR.11-na'nn' 37.50" MAX. O.A. FRAME WIDTH DOOR WITH RECTANGULAR LITE 37.50" MAX. O.A. FRAME WIDTH 1 2 3 9 9 80.50" MAX. FRAME H DOOR WITH OVAL LITE MAX. .'?RAIN : ; •' • L=rm •.. DESIGN PRESSURE (PSF) .• jMEN$ . • • . . •r: ;Pi . POSITIVE 1 NEGATIVE • •lye •. .•• .. • . • .. RECTANGULAR +60.0 1 -60.0 37.50" X 80.50" • • •• •. • • • • • •• • OVAL. . . . . • • • • • +75.0 -75.0 • • • •• • • • • ••. . . • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • 3355 :5? WAY 5 FEDE4AL WAY. '-iia 9n03 an 3w o Z n a W Z 7 CAL - O n 1-1p W LU o� -Z N W Z t JtD _ 555eic IFL-20867.1 s"' 2 OF 29 1.56" 1.22" .10" .31" - -- LVL STILE G1�G3� 1.58„ — � —FIBERGLASS SKIN Y FOAM CORE i 35.75 SEE DETAIL 2 —/ PVC STILE CAP GI V.L.U.—� 79.00" PANEL HEIGHT O D In SEE DETAIL 1 wi 8.6" { 0.5" P 8.1" y 6.2" 2 \I 6• GLAZED DOOR SEE SHT 8 INTERIOR EXTERIOR — 2.38" ---1—. 1.58" --- PVC STILE CAP / j .17" 1 12" 1.56" I LVL LOCK BLOCK / .19 LVL STILE, �. HORIZONTAL CROSS SECTION 6% 15.50" D.L.O. v.JI o I nIGn IVIIIV. 1OAM CORE: POLYURETHANE 79.00" PANEL HEIGHT 35.75 SEE DETAIL 1 L') • °i • • • • • •I*• •; • • • • •• i • ••••—~ ••• • - • • • «� • • • • • • Th• OLAZEDDOOR • • • • ••• • 11. _• • • • • • • • FOAM CORE: POLYURETHANE • • • • • • • • • • • •• •••• •• •• •• • • • •• • •• •• • • •••••• • • •••• • • • • • • • • • 4.14" 2.38" - 16.75" 5.66" 5.50" 1 z_ a � o Y 2 o 4 DETAIL 1 1.25" { FOAM CORP I VI I note BLOCK ,' FIBERGLASS YARN J REINFORCEMENT '--FIBERGLASS SKIN DETAIL 2 LOCKSET HARDWARE MANUFACTURER MODEL KWIKSETLOCK & DEADBOLT COMBO • SIGNATURE SERIES 991 • • KWIKSET LOCK & DEADBOLT COMBO • SIGNATURE SERIES 980 SCHLAGE LOCK: F-SERIES DEADBOLT: B60 SERIES 1.57" SEE SHT 8\ II EXTERIOR 1.56"—I TOP RAIL PVC FIBERGLASS SKIN INTERIOR BOTTOM RAIL PVC R i HI T% iL a 5511 5 CE44L'2. X' `•. i8GC3 ;253) 35'3Go REVISIONS DESCRIPTION z 11.1 Z . n,\ 1/CDT l+A 1 nn.,.n ._• .. _n)n/C +r. FL-20867.1 sH_ET: 6 OF 29 74.00" MAX. O.A. FRAME WIDTH 23 9}9i14 X O v // X • • •.. . • • ••• •• .• . •• • . .• • • • • • •• •. • . . •• • . •. •..• •• • • • . . • . . • . • Mk • • • •• . •• . .• . •• • •. •••• • 1,0.01•0' • I AX. p./• FRA'I�IE• WIDI�i • • • •• • • • • 74.00" MAX. FRAME WIDTH ••• . .3j2"iFIVIIE jMTH • ••• • • • • •• • • • 1 2 • • •• • • • • --- .75" MULLION 2 4 10 VI 1 /// 1 /// X d X CONFIGURATION MAX. FRAME DIMENSION DESIGN PRESSURE (PSF) ALUMINUM ASTRAGAL DESIGN PRESSURE (PSF) PVC ASTRAGAL POSITIVE ';' NEGATIVE POSITIVE i NEGATIVE XX 74.00" X 80.50" +55.0 -55.0 +47.0 -47.0 OXXO 150.00" X 80.50" +55.0 1 -55.0 +47.0 I -47.0 7,7,117i Gass .T•-kN.��'::JaL 31i.t 157 WA? S FEDEGL WN', W!+ 98G03 331 LL REVISIONS w DESCRIPTION DWG #: FL-20867.1 SHEET:.5 0F 29 MAX. FRAME HEIGHT 75.50" MAX. O.A. FRAME WIDTH 37.50" MAX. FRAME WIDTH � T'7-2-.-S\ ' 9 9'�i J5' MULLION 37.25" MAX. FRAME WIDTH 2 '4` 10 10 1�}% 1 //7 0 2 L 4 11 � 2" \14% • • ••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• •• • • • • • • • • • . .• . . •. • • . • • • • • • •• 113.50" MAX. O.A. • • • . _.i •—r•• • • • • • ••'' r'.-•..'1'' 1,• • • • • • • • • • • • i'ii--.75"MULLION • • • • • • •• • • • • • • • • 37.50►' MAX. • • ' 37.25" MAX. • • --• FRAME WID71-i' -•— FRAME WIDTH 1 2 /3_, 2 7 4 •• • • • 12 ✓ • •• m 10 14) • • • • • • • • 80.50" MAX. FRAME HEIGHT 0 •• 416.11. • • MIL • r •-11--•_•_•_.•_•-• X • • 4 CONFIGURATION MAX. FRAME DIMENSION JAMB & MULLION TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE OX=XO 75.50" X 80.50" WOOD +60.0 6 -70.0 PVC +55.0 I -55.0 OXO_ 113.50" X 80.50" WOOD +55.0 ' -55.0 PVC +55.0 i -55.0 0 3E9;57WAY 5 FEDERAL Wiv, wn 9LD:3 P'-.. 25i) z11-13CC cu REPARED 8V: 2`` 11' l�vl 2 z 0 `H J LU/ 7. 2 Z DWG #: FL-20867.1 SHEET: OF 29 80.50" MAX. FRAME 3} 74.75" MAX. O.A. FRAME WIDTH 9 9 14 2 14 0 6 co CONTINUOUS HEADER AND SILL 112.00" MAX. O.A. FRAME WIDTH 3 9 R! l 1 4n l 0 7 x �0 0 7 0 // CONTINUOUS HEADER AND SILL CONFIGURATION MAX. FRAME DI jV(pta• • JAMB & MULLION TYPE • • • •—•—• • • • DESIGN PRESSURE (PSF) POSITIVE NEGATIVE OX/XO 174.i5" X Q0•50"• .•• .•• •. i • O +60.0 -70.0 • • 55.0 -55.0 OXO '112.00" X 80.50" I• • • • •. WOOD +55.0 -55.0 • - VC • +55,0 -55.0 • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • . • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • U) Z 0 H U7 H W ,:TE,NA. ;TONAL -_ v N> 9.UJ3 PH. A?53)9/3- J;A 3,, (954) 744 473 Z 04 w 0 0 z FL-20867.1 SHEET: 3 OF 29 i / #8 X 1-1/8" SELF \ / THREADING SCREW \ \ / ' \ 1.72" STRUCTURAL SILICONE (SEE NOTE 1) (B8 STRUCTURAL SILICONE (SEE NOTE 1) / I Y L SPACER SYSTEM ,-1/8" ANNEALED GLASS /-0.090" PVB INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER 1/8" ANNEALED GLASS AIR SPACE \� 1/8" TEMPERED GLASS '--1" O.A. THK GLASS --1/2" GLASS BITE Gi GLAZING DETAIL #8 X 1-1/8" SELF—\ THREADING SCREW 1.72" STRUCTURAL SILICONE rece ninrr ., STRUCTURAL SILICONE (SEE NOTE 1) r--ALUMINUM/BUTYL SPACER SYSTEM 1/8".ANNEALED GLASS 0.090" PVB INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER 1/8" ANNEALED GLASS AIR SPACE `\` 1/8" TEMPERED GLASS 1" O.A. THK GLASS —.50" GLASS BITE (G3 GLAZING DETAIL • . •. • •• •• • • • • • • • . . ••• •• . •• •. • . . •• • . •. ••• •. • • . . • . • . . . • • • • • • • • • ..• • • • • - - • •\• • #II X.1-W8'f ELF+ Z. • THREAQMG'yC�2EW h �. • \/ •• • • • • • STRUCTURAL SILICONE (SEE NOTE 1) STRUCTURAL SILICONE • 1/ r.- we- r • q •• • •//' :ALLMINUM SPACER /•,/' / • • / / •%•1/8•ANNEALED GLASS /�0.090" PVB INTERLAYER D1 Pj NT BUTACITE OR ABP INTERLAYER. • 1/80' ANNEALED GLASS At SPACE \ •• •• 1/8" TEMPERED GLASS 1" O.A. THK GLASS —1/2" GLASS BITE GLAZING DETAIL #8 X 1-1/8" SELF- \, THREADING SCREW NOTE: 1. STRUCTURAL SILICONE OPTIONS: SILICONE BY CAPSTONE OR DOW 995 STRUCTURAL SILICONE 1.72" STRUCTURAL SILICONE (SEE NOTE 1) ,,—ALUMINUM SPACER /_1/8" ANNEALED GLASS /-0.090" PVB INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER �-1/8" ANNEALED GLASS AIR SPACE 1/8" TEMPERED GLASS 1" O.A. THK GLASS r .Ov c,J1_. Ft ti.9 FH I F- G4 GLAZING DETAIL 1.24" i .78" 1" A$) FLUSH GLAZED FRAME ABS OR PCiASA MAHOGANY LITE FRAME �) ABS OR PC/ASA FEOEi�'cL WAY TWA 5E501 875,7355 n a Z w J Q d H a a m ui w ro REVISIONS to ¢ 0) 01 DESCRIPTION 2 N DWG #: FL-20867.1 SHEET: -8 OF 29 • • ••• • • • ••• •• •• • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • • • • • • • • • • • EXTERIOR (Th VERTICAL CROSS SECTION SHOWN W/ 2X WOOD BUCK EXTERIOR ////////_' INTERIOR (5) :1 i v VERTICAL CROSS SECTION 9' — 1-1i4" MEN. EMB (TYP.) 1.1/4' (AIN. EMB (TYP.) • • • • • • ••• • • • • • •• • •• • • • • • • • • •• • • • •• • • • •• • •• •• •• • • •• • •• •• ••• ••• • •• EXTERIOR o • • - ••-` ••• • a• • • c•' • INTERIOR VERTICAL CROSS SECTION SHOWN W/ 1X WOOD BUCK 1-1/4" MIN. EMB (TYP.) 1£IN3;Y G5555 INTERNS.TTQUA, W:.ti 'I,I. S20Gi VERTICAL CROSS SECTIONS P11: (954)399-841H REVISIONS 1- DESCRIPTION `,hut :17• ..• . 'rerr m ::nz O_r r :1_ i•, LL m Z Y W T Z Vi DWG#: FL-20867.1 SHEET: 9 OF 29 NOTE: 1-1/4" MIN EMB. (TYP) < 1-1/4" MIN EMB. (TYP) • eff 113) , HORIZONTAL CROSS SECTION <1_1) SHOWN W/ 2X VVOOD BUCK (—‘5 \::-/ " I 1 2/2).1 < • INTERIOR EXTERIOR EXTERIOR • • ••• • • e ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • INTERIOR* •r• • • • esOk—le • • • (SEE NOTE 1) EXTERIOR 2 HORIZONTAL CROSS SECTION 1 SHOWN W/ 2X WOOD BUCK (SEE NOTE EXTERIOR HORIZONTAL CROSS SECTION ',LI) SHOWN W/ 1X VVOOD BUCK 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREvVS FROM THE END SCREWS. (", HORIZONTAL CROSS SECTION 11 SHOWN Wi 1X WOOD BUCK 1-1/4" MIN EMB. (TYP) ,71.417Y 1,7EP14,170,,, ,ST WAY S F.E..E, 5EX:2 FH:i25.!)E7L, 7300 FX (954) 744.473,1 PH: (959) 399-8478 REVISIONS LJ z 0 uJ z t I I • I 1 #: FL-20867.1 SHEET r oF 29 i • • ••• • • • ••• •• •• • • • •• •• • • • •• •• • • • • ••• • • • • • •• •• • •• • • • • • • • • • • • • •. • • • ••• • • •• • • E ••. • ••• •• • • • • • • • ••• •� 1-1/4" MIN. EMS (IYF.) �., VERTICAL CROSS SECTION EXTERIOR (SEE NOTE 1) s INTERIOR i ,.11 1-1I4 MIN. EMS i, T YF.) i �, VERTICAL CROSS SECTION 10 • firt • • ; • • • • • • • • • •• • • 0 (SEE NOTE 1) EXTERIOR • INTERIOR �1 VERTICAL CROSS SECTION SHOWN Wi 1 X WOOD BUCK NOTE: 1. SCREWS THRU HEAD JAMB AND SILL. EACH SCREWS LOCATED 1/3 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. .INITY G5,55. 13n5:5, 'WAY 5 --°c DE4A VJ4,Y_ WA 36003 e=�-%3) 8Z5-; 3m VERTICAL CROSS SECTIONS 111111 MEM z w bWG #: FL-20867.1 SHEET.100F 29- t1s INTPRI(1R O / (SEE NOTE 1) • • ••• • • • ••• • •• • • •• • •• •• •• • •• • • •• •• •• •• • • • •• • • •• •••• •• • • •• • •• •• • •• •• • • • • • • • ••• • • •• r� • • •AJIERK 1.,®• • • . I.2 r 3 �. . • •--•— •.. • • • • • • • •• �. • •▪ • EXTERIOR (9 ) HORIZONTAL CROSS SECTION / 11 ///, A '///////,/ HORIZONTAL CROSS SECTION NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. \oJ • •• ••(�9`)- • • •• • • • ��----• • • • •• • O (SEE NOTE 1) (1 EXTERIOR r-2- HORIZONTAL CROSS SECTION INTERIOR /—(19 EXTERIOR. HORIZONTAL CROSS SECTION 1 MTN11,6TATT rNEFN.:'IONA_ 3 , :TT WAS FEDERAL WAY.'W. 55003 (253) E?= ?_i0 TN PI -I. (954)399-8478 F 010 F0•* a'J91/3, DWG #: FL-20867.1 SHEET: 12 OF 29 12 (SEE NOTE 1) ''T _..:,a INTERIOR U EXTERIOR - , HORIZONTAL CROSS SECTION 13 (SEE NOTE 1)0 \ \ 12 \ \\ s INTERIOR i 11fY////Y/X:////I EXTERIOR HORIZONTAL CROSS SECTION • • .:. • • . ••• • • . • • • • • • • • • • • • •• •• •• •• • • • • • • • • ••• • • • • . •• •• • •• • • • • • • • •••• • IIyTEI�R• • •• • • • • • •• • • • • • • • • • • •• •• • • • • • • • ••• • • • • • • • • • •• • • EXTERIOR ••• / "-Iv; (SEE NOTE i) EXTERIOR �J C.13� HORIZONTAL CROSS SECTION INTERIOR EXTERIOR 12 // (SEE NOTE 1) / �I HORIZONTAL CROSS SECTION NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. 35,5 fEDE.r1 WA,.:. , o5C::: or.rzs;>s�e-r�c� 0 c v; Z z - •1 0 V Q Z U W 7 6 O N oI, K N Na o0 1- 1- REPARED BY: !•I4 (954).399-8478 REVISIONS DESCRIPTION un'. TZ = v vZ DWG#: FL-20867.1 SHEET: 13 OF 29 • • ••• • • • ••• •• •• • ••• • •• •• • • • • • •• •• •• •• • • • • • • •• •• • • • • • • • • • • • • • • NOTE: 1-1/4" MIN EMB (TYP) SHEET ROCK —N FURRING I ' ,lllltHILIU llll•9114 Ogiti HORIZONTAL CROSS SECTION 14 Direct to masonry (5-1/4" min jamb) n, VERTICAL CROSS SECTION \14.1 Direct to masonry (5-1/4" min jamb) v 1-1/4" MIN ••• FAAr]rTvo' • • • ,— SHEET ROCK INTERIOR (SEE NOTE 2Th•--,� • • INT�CRIL�Ri i\i •• • • EXTERIOR (-T., HORIZONTAL CROSS SECTION 14 2 w (SEE NOTE 1)J EXTERIOR Direct to masonry (5-1/4" min jamb) INTERIOR r\ VERTICAL CROSS SECTION Direct to masonry (5-1 /4" min jamb) 1. SCREWS THRU HEAD JAMB AND SILL. EACH SCREWS LOCATED 1/3 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. 2. SIDELITE SCREWS LOCATED 6" FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. •41165.- SHEET ROCK - FURRING INI^1 7NTE,Ma. Ii V 5 H a z• • • +11,1 GQ' �ViT�i a DWG#: FL-20867.1 SHEET:14 of 291 INTERIOR EXTERIOR 1-1/4" MIN EMB (TYP) HORIZONTAL CROSS SECTION I llrprt ;n (5-114" min jamb) •• • • • • • • • • •• •• •• •� INTERIOR • • • • — Y•--• • • EXTERIOR • • ••• • • • •:.- •• •• • • • •• •• • • • • • •• •• • • • •• • • •• •••• •• • • • • • • • • • • • • - --- • •• •• • • ••• j-1/4." WV • • • • • • • • •isf\AB. (I ') • •• •• • • • • • • • • • • . p . C • • \\ ge CYJ HORIZONTAL CROSS SECTION SHOWN W/ 2X WOOD BUCK INTERIOR EXTERIOR (^1 HORIZONTAL CROSS SECTION SHOWN Wt 1X WOOD BUCK 1-1/4" MIN EMB. (TYP) 1,11JS7' u1 h_: TITE411s7CN.LL ,3:515, /i..r 5 `EDEao: W'::5. Mph 580(1_ t>53)a75-7 REVISIONS w a a m DESCRIPTION DWG #: FL-20867.1 SHEET:15 of 29 • • ••• • • • ••- •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •- • • •• •••• •• • •• • • •• •• • •• • • - Jf 1 X/2X BUCK MASONRY OPENING a 4 TYP. HEAD & JAMBS FOR REF. ONLY 4" • - •• • • _. • •• - • •• • • • •• . • • • • • • • • •• ••• • . •• • • • .•• • • •� ••• • • . . • • 4„-• ••• • •• • • • •• • • • •• • • • • • • Y 15.13'I MAX. O.C.(TYP.) BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN CLEARANCE TO ADJUSTMENT ANCHOR ITW BUILDEX TAPCON° 1/4" 1-1/4" 2" 4" ELCO ULTRACON° 1/4" 1-1/4" 1" _ 4" ITW PCON4 3/1 6" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. • •- • FOR XO, OX&XX CONFIGURATIONS TRINITY 6LA55 INTERNATIONAL 333 15T WAY 5 FEDERAL WAY, WA 98003 PH'. (253) 875-7300 77 BUCK ANCHORING REVISIONS F Q a m DESCRIPTION 0 Z w Z V) DWG #: FL-20867.1 SHEET:17 of 29 • • ••••• • • • • • • •• •• • •• • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • SEE HINGE DETAIL 1 9 ° . 31.00' MAX. O.C. (TYP.) i 1X/2X BUCK SEE HINGE DETAIL 2 HINGE JAMB DOOR FRAME MASONRY OPENING a 4 A{ A • • • • • • • • • • • • • • • 2X BUCK 1X BUCK DIRECT TO MASONRY TYP. HEAD & JAMBS TYP. SILL 11 • • • • • • W (P(R# • •• • • • • • • • • • • • •• • • ♦ • • • • • • • c. ,. • f •• • • • •• • • • •• 11 i BLiB FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN CLEARANCE TO ADJUSTMENT ANCHOR! IPA/ BULDEX TAPCONO 1/4" 1-1/4" 2" 4" ELCO ULTRACON° 1/4" 1-1/4" 1" 4" ITW BUILDEX TAPCON° 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 2X VIEW A -A • • • • • • • 14" MAX. O.C.(TYP.) STRIKE MULLION 4X VIEW A -A STRIKE PLATE DETAIL HINGE DETAIL 1 HINGE DETAIL 2 /—@2X 111 tr 2X BUCK 1X BUCK DIRECT TO MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY VIEW B-B VIEW B-B Head to mullion attachment Head to mullion attachment Sill to mullion attachment Sill to mullion attachment (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) TV CLASS TRINITY 61A55 TNTERNA TONAL .33o515T WAY 5 FEDERAL WAY, WA 98003 PH{253) 875-73W FRAME ANCHORING (954) 399-84'/8 REVISIONS 1- T m DESCRIPTION 0 z * s`‘ 0 a% 1. J Fes) UZ DWG #: FL-20867.1 SHEET:18 OF 29 • • • ••• • •• •• • •• • • • • • •• •• •• • • •. •••• • • •• • • • • ••• •• •• • • ••• • •• • •• • • • • • • ••• SEE HINGE DETAIL 1 31.00 MAX. O.C. (TYP.) SEE HINGE DETAIL 2 ar HINGE JAMB 4" • • ;7• 1-10 • • • • • • • • • • • • • • • •• • .11111 • • • • 1X/2X BUCK DOOR FRAME MASONRY OPENING 4 I 2X BUCK 1X BUCK DIRECT TO MASONRY TYP. HEAD & JAMBS TYP. SILL I • •• • • • • • •• • • • •• _• • • • • • 14" MAX. O.C.(TYP.) FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDC'E MIN CLEARANCE TO ADJUSTMENT ANCHOR ITW BUILDEX TAPCON 1/4 " 1-1/4" 2" 4" ELCO ULTRACONo 1/4" 1-1/4" 1" 4" ITW BUILDEX TAPCON° 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance. & 1" o.c. spacing of wood screws to prevent splitting of wood. STRIKE JAMB STRIKE PLATE DETAIL HINGE DETAIL 1 HINGE DETAIL 2 2X BUCK 1X BUCK DIRECT TO MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY TRINITY 6LA55 INTERNA TIONAL .19A5 15T WAY 5 FEDERAL WAY. WA 98003 VY. ,,253)875.730.0 FRAME ANCHORING T m P 0 Z 00 W J Q 0 t+• 00.. �a0W0 a m REVISIONS 1- 0 T m DESCRIPTION 0 z .• vQ'O ti •ter:_ w� - • Z in DWG#: FL-20867.1 SHEET 19 OF 29 • • ••• • • • ••• •• •• • • • •• •• • •• • • •• •• •• ••• • • • •• • •• ••• • • •• • • • •• • • • • • SEE HINGE DETAIL 1 31.00 MAX. O.C. (TYP.) SEE HINGE DETAIL 2 HINGE JAMB 4 DOOR FRAME MASONRY OPENING j I 2X BUCK 1X BUCK DIRECT TO MASONRY TYP. HEAD & JAMBS 4" IA ASTRAGAL SHOWN FOR REF ONLY TYP. SILL B 1 1 B • • • • • [ • • 6.(TYP.) • • • • • • • • • • • • • • • • • • • • •• • • • a. •. •• • •• 6" •• •• • • • •• •• • • • • •• e • • • • •• 14" MAX. O.C.(TYP.) FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. w ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN CLEARANCE TO ADJUSTMENT ANCHOR ITW BUILDER TAPCON° 1/4" 1-1/4" 2" 4" ELCO ULTRACON° 1/4" 1-1/4" 1" 4" APCON°X 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. VIEW A -A Astragal Strike @ Head ASTRAGAL STRIKE DETAIL 1 HINGE DETAIL 1 HINGE DETAIL 2 VIEW B-B Astragal Strike @ Sill 2X BUCK 1X BUCK DIRECT TO MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY >AS TRINITY 6LA53 tNTERNATTGNAL 33o 15 T WAY5 FEDERAL WAY, WA 98003 PH'. 1253) 875-7300 FRAME ANCHORING REVISIONS H 0 p DESCRIPTION 0 z UZ N DWG #: FL-20867.1 SHEET:20 OF 29 1X/2X BUCK MASONRY OPENING $ d ♦ TYP. HEAD & JAMBS FOR REF. ONLY • • ••• • • • ••• •• . • •• • •• •. • • • • • •• •• •• • • • • • • •• • ••• •• •• •• • • •• •. • • • • • • • • • •• •• • • ••. • •I. •• •• • • ••_..., • • • • •1 •... •• • • '• (• •• • • • •• • • • • • • • • • •• • •� . • •4 • • ••• • • • • • • • • 15.13" MAX. O.C.(TYP.) Rf/l'_K dAll^unDInlc CONCRETE ANCHOR NU I ES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: a ; ANCHOR • TYPE to IPA? BUILDEX TAPCONe ELCO ULTRACON€' ITN/ BUILDEX TAPCON° ANCHOR MIN. SIZE I EMBEDMENT 1/4" l 1-1/4" 1/4" i 1-1/4" 3/16" 1-1/4" MIN. CLEARANCE MIN CLEARANCE .O5 TO MASONRY EDGE ADJUBTMENT ANCHOR 2" 1" 3" 4" 4" 1_1/2„ WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edae distance; & 1" e.cspacine of wood screws to prevent splitting of wood. FOR OXO CONFIGURATIONS e • 'MINIM 61,55 LnrnkN.. .OSJAL J3c5 le` WAN' 5 FEDERAL WAY, WA 9e00: P'H.!<53) i75.1,7; BUCK ANCHORING REVISIONS H Q G T m Z 5) W G V Z 5) o wG #: FL-20867.1 SHEET:21 OF 29 • • • • • .. • • • • • • • SEE HINGE ;Ut I AIL 1 31.00" MAX. O.C. (TYP.) / SEE HINGE \ / DETAIL 2 1X/2X BUCK DOOR FRAME MASONRY OPENING \ HINGE MULLION l,t IIN( :KF- I- ArIr`I-Ir T A�nTf n. At -IA 2X BUCK 1X BUCK D) DIRECT TO MASONRY TYP. HEAD & JAMBS uTYP. SILL 1 1 l 1 1 B I B . •. • . . • . .• . •• •• .•• • • • . • • • . • . • • • i4„ I— •• • • . • . • • • -! • • • •• • • • • • • • • 4 • • 1 • • I FRAME ANCHORING Masonry construction 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR TYPE I ANCHOR) MIN SIZE I EMBEDMENT MIN. CLEARANCE TO MASONRY NRY EDGE MIN CLEARANCE TO I ADJUSTMENT ANCHOR! 1•11Ai BUILDER TAPCONa r 1/4" i 1-1/4" 2" 4' . ULTRacoN°l 1/4" 1 1-1/4" 1„ 4, ITW BUILDER' TAPCONC 3/16"j 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance. & 1" o.c. spacing of wood screws to prevent splitting of wood. VIEW A -A •• • • • •• • • • 1 • • • • • • E., N/ , Ir\ L A \ mil • • • • • f • • • • •• 14 16 )---\ STRIKE PLATE DETAIL STRIKE MULLION • VIEW A -A VIEW B-B Head to mullion attachment Head to mullion attachment Sill to mullion attachment (Standard or Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) HINGE DETAIL 1 t/tN(at DETAIL 2 -4 4X VIEW B-B Sill to mullion attachment (Two-piece Fat Mullion) 0 H 1-4 (1) GL,..5'IJT. Yis IJONAL FCbE A_w,Fs.W Sea;, 2 w 0 0 ok DWG #: FL-20867.1 SHEET:22OF 29 SEE HINGE `llCI L. 31.00MAX. O.C. (TYP.) . SEE HINGE --� DETAIL 2 r. 1X/2X BUCK DOOR FRAME MASONRY OPENING H 2X BUCK 1X BUCK DIRECT TO MASONRY TYP HEAD & JAMBS TYP. SILL r- r-r • • • •• •• • • . • • • • • • . . . •.. •• • •• •• • • . •• . •• • • • • • • • • • • • . • • • • 4" I— • • • •• • • •: . • • • •.1• • • , • • • , • 1.1 � • . -. iz 1 1 • • •• • • • • ••• •• • • 4 • E" (TYP.) • ♦ • • • • • j • • • •• • • • • • • I • • • • • • • • •• HINGE JAMB FRAME ANCHORING Masonry construction ( :( Ir\1('I7CTC AAfr...f 1. Concrete anchor loactions noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. I ANCHOR ANCHOR I MIN. 1 MIN. CLEARANCE MIN CLEARANCE TO i• TYPE SIZE I EMBEDMENT. TO MASONRY EDGE ADJUSTMENT ANCHOR 1.__.TAPCONO•TWX 1/4" i 1-1/4" 2" 4" i ULTRACON€I ELCO 1/4" 1 1-1;4" t° ! ITN BUILDEX I I I I•`TAPCONC 13/16' I 1-1/4" 3" _ 1-1/2" 4" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance. & 1" o.c. spacing of wood screws to prevent splitting of wood. 14" MAX. O.C.(TYP.) STRIKE JAMB STRIKE PLATE DETAIL HINGE DETAIL 1 riii tit LJt l A It Z *47.NI TY &L..55 iN-E41,rr,NA_ 33lt 1.,,,,5 FEDE1,'NAv 1." 9.5003 ; _w FRAME ANCHORING REVISIONS 1- c T co DESCRIPTION Z `013,1 3ei3f DWG 4: FL-20867.1 SHEET .23OF 29 1X/2X BUCK / TYP. HEAD & JAMBS MASONRY-\ OPENING \\ • • • • • • • • .•. •• •• • • • •• •. • • • . •• • • • • • ••• • • •• •• •• • • •• • •• • •.• I d, If • • • • • • 4"•_• • • • • • • •—• • FOR REF. ONLY BUCK ANCHORING U UNCRETE ANCHOR NUJ ES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: I, ANCHOR I ANCHOR MIN. TYPE I SIZE EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN CLEARANCE TC ADJUSTMENT ANCHOR ITN, BUILDER 1 TAPcoN° 1/4" 1-1/4" 2" 4" I ULT ELCO 1/4" 1-1/4" 1" 4^ ITN BUILDER I TAPCnNe 3/16"( 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. ••• • • I _•• • • • • • { 0 • • • • • $-- 4" I.— • • • ••� rl 1 (••—. • • ••• •• • •••.• • • • • ••• • • • •• • • • • • • ••• •• FOR OXXO CONFIGURATIONS 4 15.13" MAX. O.C.(TYP.) a:T G.a55IIlTQNO iIONAL 5 F:WA,5 FEDERAL WA)' J,a. 98003 f .033)875.7i0G 0 0 �Z �F m Q nG N BUCK ANCHORING REPARED BY: vZ DWG#: FL-20867.1 SHEET:240F 29 SEE HINGE nRTan , 1X/2X BUCK DOOR FRAME MASONRY — OPENING SEE HINGE DETAIL 2 HINGE JAMB 2X BUCK L 1X BUCK D DIRECT TO MASONRY TYP. HEAD & JAMBS TYP. SILL II • •• • •• • • • • • • • • •• • •• • • • • •• • • • • • • • • • • • • • • •• •• 4" • •—• 4•.__ •• 1• I•� —a_• 1 • I•f At • • • • • • A • • •- • r • • •• I•• • • • • • ••-• /--ASTRAGAL SHOWN FOR REF ONLY • • •• • • • • •• • • • • FRAME ANCHORING Masonry construction I- gNt'NlIR NC= 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR TYPE L4� BUILDEX TAPCON° ELCO L ULTRACONe ITW BUILDEX! ••TAPCONO 1 ANCHOR] MIN. SIZE EMBEDMENT 1/4" I 1-1/4" 1/4" 1-1/4" 3/16", 1-1/4" MIN. CLEARANCE MIN CLEARANCE TO TO MASONP.Y EDGE ADJUSTMENT AN'HORI 2" 1" 3" 4" 4" 1-1 ' WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance. & 1" o.c. spacing of wood screws to prevent splitting of wood. VIEW A -A Astragal Strike @ Head 23: • o •I VIEW B-B Astragal Strike @.Sill • • • • • • • • • • • •• •• • B" (TYP ) Ira •I,l i J ,E HINGE DETAIL 1 6i • I i E1 l / I HINGE DETAIL 2 14" MAX. 0.C,(TYP.) ASTRAGAL STRIKE DETAIL 1 I:.ITY G1. c.c .0JT3-11P 7ON,, 3=4= 1S3 /JIY S FEoE4AL v;,.r v,,c sex_ • DWG #: FL-20867.1 SHEET-250F 29 1.98" — -1 3.98" �0 IVY II 0 0 HINGE MATERIAL: STEEL III 4.56" OUTSWING SILL AI I It nl Ali Inn ie-r1 .... ,!. _ 4.56" SIDE & HEAD JAMBS 1i MATERIAL: WOOD LC 5.25" SIDE & HEAD JAMBS (5-1/4" or larger) MATERIAL: WOOD 2 SIDE & HEAD JAMBS MATERIAL: PVC SIDE & HEAD JAMBS 4.56" 2.44' O SIDE & HEAD JAMBS MATERIAL: PVC • • ••• • • _ • ••• • •• • • • • • • •• •• •• • • • • •• •• ••• • • • • •• •••• • ••• • •• •• • • •• • • • • ••• • •• • • ••• • • • • • • • • • • • • • • • • • • • • • •• L • • • • • • • ry • • • •• •• • • • • • • • • • • • • • • ••• • •• • • • ••• •• •• • • • • • • • ••• •• 1.22" TI 4.56" ----- 2.44" —I SILL KEY DETAIL OPTIONAL mn:m es> a:7ePl4,'-rcruL .13o915"v.r', c FEDERAL. w v W, S@Si COMPONENTS REPAREb BY: T m z J c Y 1 E - ▪ Z = S u Z kr) DWG #: FL-20867.1 SHEET:260F 29 — 9 90" i I � L 1 �� 13 OUTSWING SIDELITE SPACER MATERIAL: PVC — 1.00" C 0 C O 2.00" MULLION BASE KfT OPTIONAL 1 c 4.56" ' I 1 1 STANDARD MULLION MATERIAL: WOOD 58" o N 16 7 MATERIAL: PVC 4.56" • • ••• • • • ••• •• •• •• • •• • •• •• • • • • • • • • • ••• • • • • •• •••• • • • •• • • • • • • • • •• ••• • •• • • • ••• • • • • • • • ••• STANDARD MULLION MATERIAL: PVC FAT MULLION SECTION A -A • • •• • r.• •• • ••• ••• • • •• • • • • • •• • • • • • • • • •• ••• • • • • .7 • •• ••• • •p •••- •• • • •• } • • • • ••• •• • • URETHANE (GLUE #8x1 1/4" PRH WS (4 NEAR SIDE) #8x1 1/4" PRH WS (4 FAR SIDE) • • •• • A TWO-PIECE "FAT" MULLION MATERIAL: PVC 112151m7,' 6Li?5 INTERNATIONAL 3305 153 NA, 5 FEDERAL:. WAY, .°JD_ COMPONENTS co Z �0 m WLD m CO Z H© Q Z ' LU tot H O f d m W CO CO .Kti EX. (954) 744-4738 • a w'41 V Z v DWG #: FL-20867.1 0F 29 SHEET:27 i j-- 19.63" ---j SLIDE BOLT ROD STEEL C 1.63" TOP BOLT RETAINER 9-3/4" ALUMINUM BOLT RETAINER SLIDE BOLT ROD ALUMINUM —V ASTRAGAL I---j-1.75" VIEW A -A Aluminum Astragal Assembly 2.65" • ••• • • • ••• •• •• • • • •• •• • • • • •• •• • • • • •. • • • • • • ••• • • • •• • • • • • • • ••• • • • • .•. • • • • • • SCREW LOCATIONS (TYP.) —\\ DEAD BOLT(THRU He .ES—• • •• • • • • • • • • • • • • • • • •• • •• �AT�R(BLIND HOLE) • j • • •• 7, • • • • • • •5i�t 33.13" 2.75" --- 3.75" 10.75" 18.75" 26.75" 0IO •-• • • 7 • ° • • • • • 1• ♦ • • • • 2•.50r' —•-j • --• • • • • • •••• •• • • • • •• 26.50" c 3.63" 10.50" 18.50" ALUMINUM ASTRAGAL 6'8 Aluminum Astragal by Endura Products -- 2.50" 1 8 O H O 7.84" FLUSHBOLT BAR Diecast Zinc 0 SCREW LOCATIONS (TYP.) �\ --I 5.50" 33.13" ,1— _ I— 1.09 FLUSHBOLT Diecast Zinc • 0II 1 3.38" 1.44" — —j VIEW B-B PVC Astragal Assembly y] 32.25" 43.62' DEADBOLT (THRU HOLE) —\ i LATCH (THRU HOLE) / s i 20.25" o) o ,LJ PVC ASTRAGAL 6'8 PVC Astragal by Trinity 1.5041 ,' El, es zr,eaNe'S?.rl 3305 15T Y:.,Y FEDERAL WAY. WA. 98003 P,H.;25.3)615-T3,5,.' tn Z 0 H H W Z v ra DWG #: FL-20867.1 SHEET:280F 29 4 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • •• •• • • • • •• •• • • • • • • • •• • • • • • • .•. • • • • • •• • • t _ 3 [ a; y ' TRINITY GLA 55 TNTERNATIONAL 33p51STWAY5 FEOC-RAL WAY, WA 99003 PH "-53)9757300 BILL OF MATERIAL • • • • • • • •• • • •• • • • ITEM # DESCRIPTION • MA TERM4L • • •• •• • • • • •• • A 1X BUCK SG>=0.55 w : • • •• • • • • • • • • • B 2X BUCK SG>=0.55 WOdb • C 1/4" MAX. SHIM SPACE - D 1!4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL •• • • • •• ••• •• TITLE: GLAZED FIBERGLASS DOOR IMPACT OUTS WING BILL OF MATERIALS PREPARED BY: a'IBUILDING DROPS, INC. 398 E. DANIA BEACH BLVD. #338 DANIA BEACH, FL 33004 PH', (95'4) 399-8478 FX. (934) 744-4738 E #9 X 3/4" PFH WS STEEL* • • • F #9X1"PFHWS STEEL •• • • • • •• • • • G #9 X 2-1/4" PFH WS • STEEL•• • • •• •• •• •••• ••• •• H #10 X 2-1/2" PFH WS STEEL I #8 X 2" PFH WS STEEL J #6 X 1-1/4" DRYWALL SCREW STEEL K MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE L 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL M 1/4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL N 3/16" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL a 0 #8 X 2-1/2" PFH WS STEEL P 3/16" X 2-1/4" PFH ELCO OR ITCONCRETE SCREW W STEEL Q #8 X 1" PFH WS STEEL >. m R 3/16" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL LO 0 I —I > LU CY DESCRIPTION S #10 X 3" PFH WS STEEL 1 JAMB (FINGER -JOINT PINE - SG>=0.42) WOOD 1A JAMB (FINGER -JOINT PINE - SG>=0.42) WOOD 2 JAMB PVC 2A JAMB PVC 3 JAMB PVC 5 WEATHER STRIP QEBD650 Q-LON - 6 3.98" X 4.0" HINGE MIN 0.098" MIN THICK STEEL 7 STRIKE PLATE STEEL 8 DEADBOLT PLATE STEEL 9 SILLKEY PC/ASA o 10 OUTSWING SILL - ALUMINUM WITH PVC SUBSTRATE ALUM./PVC ,z Alit.)11� `.````` L 0 * a'�', o ` .-,L A'• S. z-: _. o LL,F � n.•,� - S,z •n... '.,��••..•, 1,•••' F • �'�, H PFtO```� ' 11 DOOR PANEL - SEE OR NEL ON DETAILS OSIDELITE 12 SIDELITE PANEL - SEE PANEL CONSTIRUCTION DETAILS SHEET - 13 OUTSWING SIDELITE SPACER PVC .i 14 STANDARD MULLION (FINGER JOINT PINE SG>=0.42) WOOD 15 MULLION BASE KIT PC/ASA a 16 STANDARD MULLION PVCQ. '� 17 "FAT" MULLION PVC ~ 18 TWO-PIECE "FAT" MULLION PVC 6 - i- v a o 03 z ( o T`Z y lL v w --' F- , z 19 1X MULLION WOOD 20 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS ALUMINUM - 21 PVC ASTRAGAL BY TRINITY PVC DWG #: FL-20867.1 22 ASTRAGAL STRIKE @ HEAD STEEL 23 ASTRAGAL STRIKE @ SILL STEEL SHEET.29OF 29