The URL can be used to link to this page

WS-10-211 a q sits t Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 ti �toRt fi 0 ' r Expiration: 081161201 Project Address Parcel Number Applicant 1271 97 Street 1132050090430 Miami Shores, FL 33138 -2559 Block: Lot: ALIREZA HAGHAYEGH Owner Information A Phone Cell ALIREZA HAGHAYEGH 1271 97 Street MIAMI SHORES FL 33138 - Contractor(s) Phone Cell Phone Valuation: $ 13,000.00 SECURE WINDOWS & DOORS 305 - 513 -0705 Total Sq Feet: 282 Type of Work: WINDOWS AND DOORS For Inspections please call: No of Openings: 16 (305)762 -4949 Additional Info: BUILDING Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Invoice Total Amt Paid Amt Due CCF $7.80 WS -2 -10 -37031 Education Surcharge $2.60 Permit Fee $260.00 $295.80 $295.80 $0.00 Scanning Fee $15.00 Check #: 4537 Technology Fee $10.40 Total: $295.80 Building Department Copy February 19, 2010 2 a Miami Shores Village u n Building D ep artment FEB y l 2Q1 � g _p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 �'•, "' BUILDING Permit No. K IS t / PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle) Buildin Roofing Owner's Name (Fee Simple Titleholder) f i c -tG 1"a Owner's Address f 271 NC q (57 f City Hl Q n State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) !2-1( I f 9 5 T City Miami Shores Village g C r ounty Miami -Dade Zip ' p FOLIO / PARCEL #(I �2 5 60 1 0 Is Building Historically Designated YES NO Contractor's Company Name & Co- f Phone # Contractor's Address - 795S JS NO 2 / City — r State Zip ✓� �(O� Qualifier Name 11 r ` l� Phone # Z - om State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) �. 1 Ib ' �� Phone # �d '" 2 T Z ITZO ' Value of Work For this Permit $ 060 - oo Squared Linear Footage Of Work: o2W_ Type of Work: []Addition ❑Alteration ❑New / Repair/Re lace ❑ Demolition C �,t Describe Work: fi r` �C�' OQ C ! tz/ 0 0d Q a l Submittal Fee $5 • Permit Fee $ cao CCF $ � C ICC Notary $ Training/Education Fee $ O Technology Fee $ 10 Scanning $ + Radon $ DPBR $ Zoning Bond $ Code Enforcement $ Double Fee $ 9 Structural Review. $ Total Fee Now Due $ ' See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 $2500, the applicant must promise in good faith that a copy of the notice o§lcommencentent and construction lien law brochure will be delivered to the person whose property is subj t to attach ent. Also, a ertifzed copy of the recorded notice of commencement must be posted at the job site for the first inspectio which occu s seven (7)fdays after the building permit is issued. In the absence of such posted notice, the inspection will n t b proved reinspect' n fee will be charged. Signature . Signat Owner oent Contractor The fore oing instrument was be re me this 10 The foregoing instrument wkass acknowl bef Z s-(3— me thi 4 A 10, day, 20 1 0 , by day of , 20 'V , by 11 A who is personally known to me or who has produce who is personally known to me or who ias produced As identification and who did take an oath. as identification and who did take an oath. NOTAR UBLIC: NOTAR C: MWAYDEAfiMr1$ MY tMM DD t' ,�,,•, MADAY DE AAMA84tk18 EX PI : F 1, 2014 !bN M Dd om Sign: Ens F ruity 7, 9014 Sign: UWWNM Print: - Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: 2 Plans Examiner Engineer Zoning- (Revised 07/10/07) 1 94 1 0TICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB sSiTf'AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO N0. -�J�✓" �� DR Bk 27177 Ps 3871; (last RECORDED u2 O ?/ 20 10 14:34 :05 HARVEY RUV'INY CLERK OF COURT STATE OF FLORIDA: MIAMI -DACE COUNTYr FLORIDA COUNTY OF MIAMI -DADE: ` LAST PAGE THE i INDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 1 2-94 NC 9 3:313 6 2. Description of improvement: i Nis s ALLATpZ P mcr rQ j� E D ocvL5 3. Owner(s) name and address: AL_ t)z_ezA A <�q "Ar V=c , i - L Interest in property: a . Name and address of fee simple titleholder: 4. Contractor's name and address: °—C�(L V� cs L-3 S S. Surety: (Payment bond required by owner from contractor, itan Name and address: Amount of bond $ hc>t cif al• y ours "' �gDEcoo , y�nTivt �svrra, o.c. 6. Lender's name and address: y 7. Persons within the state of Florida designated by Owner upon hom Hobe or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: S. In addition to',himself, Owners designates the following person(s) to receive a' copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expirati n date f;this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a di#f en to is s ' cified) Si' e v Print Owner's N ! e I t -C tt AG(A �G w Prepared b Sworn to and subscribe before me this — l day of f i '21[t . -Addr 55 4 Notary Public OW A , ••'''" MADAYDE _ My COMMISSION ADD 950325 Print Notary's Name IR My commission expires: '•.>;,t.• eandeamn ,Wolary�PuWicuoderwriters 123.01 -52 PAGER 5/05 A STRUMRAI MWNG E + CONSULTANTS WIND CALCULATIONS INSTALLER: SECURE WINDOWS & DOORS 7855 N.W. 46 STREET MIAMI, FLORIDA 33166 PHONE: (305) 513 -0705 PROJECT: IMPACT WINDOW I DOOR INSTALLATION AT: 1271 N.E. 97 STREET MIAMI SHORES, FLORIDA ,.- .-- -DADE COUNTY Shore V1I F,,,ge -)VED BY ^,IATE- , DNING DEPT BLD DEPT 6 , SUBJECT TO COMPLIANCE WITH ALL a k tEiv11,. F RUARY 2010 uk STATE AND CON_INTY RIJI F-c PREPAR D BY: 1 1" T y CA LOS M. P EZ, P.E. ST CTURAL NGINEER FL. P.E. #: 4844 E.B. # - 0 7781 "YOUR ON -CA E GINEERING C 9420 S.W. 1 12Th STREET, MIAMI, FIORIdA 3 317 TEI: (78b) 242.1720 - FAx: (786) 242 -4399 �. ST ENGINEERING CONSULTANTS,. INC. PROJECT ` 9420 S.W. 112TH STREET SHEET NO OF ZdIt MIAMI, FLORIDA 33176 DATE UA - TEL: (766) 242.1720 - FAX (786) 242.4399 DESIGN CALCULATIONS • C+og# 45CE . Y11tf�lp y�� • �,iva c�-�oRy _ ?.� � � h = �' � � 38 Psl= Q • - 1.00 K = I.O ( 1'n ( ace) -t l VE4 PROS, D�AE 0.18 ( f > � NAARo wevr DI = • t�1 Ro¢F r1�1yN-r Chi , t 3 � � `' • � �GaA�£R S�1S'>�11VGE spit 5� • ;a4 51-5 ►' ,�.-- yy lNpoWS pGb�R� CR1T: AREAS I CRT flReol = ZD 0 0.94 0,94 GCpC-� -I•tb - -4� "-1 -- <<2g4 FA"ts54f l� a +54,-? +5Q -9 - i svcT�ofJ C- — 59.3 z _ 5(,& �� a$•,3 ka xti f ' -STRUM RAL ENGINERING CONSULTANTS February 3, 2010 Miami Shores Village Building Department Miami -Dade County, Florida Contractor: Secure Windows & Doors Job: Impact Window / Door Installation at: 127.1 N.E. 97 Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are:. WINDOWS: DOORS: Positive Design Pressure (Zone 4): 54.7 psf Positive Design Pressure (Zone 4): 52.2 psf Negative Design Pressure (Zone 4): 59.3 psf Negative Design Pressure (Zone 4): 56.8 psf Positive Design Pressure (Zone 5): 54.7 psf Positive Design Pressure (Zone 5): 52.2 psf Negative Design Pressure (Zone 5): 73.2 psf Negative Design Pressure (Zone 5): 68.3 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 5' -5" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -05 based on the following criteria: • Building Category: II * Building Mean Roof Height: 13' -6 • Exposure Category: C * Basic Wind Speed: 146 mph Anchor spacings and installation of glazing / window systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you shod h ppen to have any questions or concerns regarding this or any other matter, please do not hesitate to conta us. S' cerely TRUC ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 2/3/10 Carlos M. rez, P.E., Structural Engineer FL P.E. #: 4844 "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 12Th STREET, MIAMI, NOWA 33176 TEI: (786) 242 -1720 - FAx: (786) 242.4399 r JOB NAME RESIDENCE 1271 NE 97 TH ST MIAMI SHORES , FL I I I .3 I i I VISION: 54' -8" REAR J BEDROOM FA'VM,Y ROOM HATI3 (L J BATH C1 1 �✓ ww LEFT KIT(NEN BEDROOM u (T3(`3RTi:'Sj � Tu1Tkt cc. c . RIGHT NOT PART OF THMPEIRMIT HAYTT /: NOT PART OF THIS PIMET ATI (VENTTT,i+TSCTN) BrDROOM (Bo ms) _ 4 NOT PAT OF THIS PISPNIT m.. FRONT NOTE: MEAN ROOF HEIGHT: 13' -6" ROOF TYPE: 4:12 SCALE: 3 0 2, ! 0 5 /10 1" I' GROUND FLOOR DWCr. BY: MR Z. JOB #: 14 I cif S i i 'I REVISION: NOTE i: %VINDOW FRAMESTftyulON ANCHORAGE TO 4L4JN STRUCTI-TRF SHALL BE IN STRICTAXORDANCE NVITH THE UIN'178 NOTICE OF ACCEPTANCE-REFER TO PRODU M,,' C)ONTROI-S, NOTE 2; ONLYTRE OPENINGS'llIAT ARF IDENTIMED WITH THEIRPRODU PRESSURES, AND Sla, ARE PART OF ITUS PERWT, ALL OTHER OPENINGS ARE XOT PART Or THIS PERMIT. NOTE 3: THE N-MWWWD FORCT, RESISTING SYSTEM Orll-IF STRLJCPJWX: BEAMSCOLtNWS,FRAhlTXGJqC) SHALT. BE DV SIG\MBY OTHERS TO ICTHS TAND THE LOAD$ POSFI) BY THE GLAMQ NO CALCULATIONS HAVE Bll PERFORNIED TO VEWFY THEIR ADEQUACY, NOTE 4: eUl, EGRESS WNDOWS SHALL HAVE A 9111. HEIGHT NOT TO EXCI ED 44"ABOWITIE FINISHED 110OR I" X 4" X 113" X 383-1" ALUMINU.'yl TUBE MULLION V X 4"X ll"X &V BY par ALUMINUM TUBE MU111ON 13Y PUT NOTP. *RVn "A" NLO. 127" X 63" FRONT ELEVATION THIS l (2) 63-1/2" X 63'(OX) 'B" 37 -1;2"h 81-3/4" (NOMINAL) " HR-710" ALUMINUM HORIZONTAL, Slll)ING)A,'INrx)W FD-101 OUTS%qNG FRENCH DOOR IMPACT IMPACT RESISTANT N.O.A.; 07-0629,10 N,O.A.: 07-0815,09 ZONE 4: +52,2 -56.8 ZONE 4:+54,7 -59,3 GLAZING: 3/8" LAMINATED IMPACT RESISTANT GLASS GLAZING: 5/1 6" LANIINATED MIPACT RESISTANT GlASS EXTIAIOR Lrl.T,;: 118" ANN. ()L. EXTERIOR LITE; 1/9" ANN. GLASS 090 DUPONr BUTAC11T PVB OR SOLUTIA SAFLEX/ .090 DUPONT BUTACITF ORSAFLEX KEEI-ISAni' KE.EPS.MIE Nti\XJNI(JM INIERLAYER, MAXIMUM INTERLAYEA. INTERIOR LITE: 3116" ILS. GLASS INTERIOR IrfE: 118" ANN. GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: "C" M.O. I I V X;38 -3/8" I" X 4" X 1/8" X 63" ALUMINUM TUBE MULLION (2) 55-1/2" X 38-3/8"(0X) BY POT. N.O.A. 0*-0125,06, HR-710" ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT N.O,A, : 07-0815.09 ZONE 5:+54,7 -73,2 GLAZING; 5/16" LAMINAlED IMPACT RESISTANT GLASS EXTERIOR 11TE: 1/8" ANN. GLASS .0 DUPONT BUTACITE.OR SAFLEX KEEPSAI"E, IVIAXINXMINTERLAYER, INTERIOR IJTE: 1/8" ANN. GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER TJSING: I" X 4" X 1/8" X 38-3M" ALUMINUM TUBE MULLION BY POT. N.O.A,: 06-0125.06 r DATE: 02105i10 SCALE: 3/16" =1' DWG. BY: M,RZ, JOB #: 14 2 a 5 REVISION. NOTE 1: WINI)OWFRANIES. TO NLUN STRUCTURE SHALL BEINSTRI( %VITH THE LrNIT*S NOTICE OF ACCEPTANC&REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY TIM OPENINGS ITIATARE IDENTIFIED WITH THOR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PER10T, ALL OTHER OPENINGSARL- NOT' PART Of THIS PERMIT, NOTE 3: THE NIAINWIND FORCE RESISTING SYSTEM OF THE STRUCTLIZE(M SHALL BE DFSIONFDBY OTHERS TO WITHSTAND 711E LOADS POSED BY THE GLAZING, NO CALCULATIONS HAVE'AFIN PERFORMM To VERIPY TIMMADEQX,:ACY NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEFD 44" AHO4T THE FINISITED FLOOR L4 z i- 4'4' P t- rn a, = d LLLJ U4 z (Emyss) RIGHT ELEVATION " F, 1 ' 3 -7- X 38-3/8" (OX) "D" 53-1/8" X 5M/8" KK) I IR-71 0" ALIJMINUNI HORIZONrAl, SLIDING NX-'lND(,)W HR-710" ALTJMINUM HORIZONTAL SLIDING WINDOW IWACT RESISTANT •PACT RESISTANT \1 N,O,A,: 07-0815.09 N,O,A, ; 07-0815,09 ZONE 4:+54,7 -593 ZONE 4: +54,7 -593 GLAZING: 5/16" LANI[INATED IMPACT RESISTANT GLASS GLAZING: 5/16" LANUNA'I'ED MCPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS EXTERIOR i,,i ra ""ANN. GLASS .090 DIJPONT BUTACITE OR SAFLEX Ma"'SAFf" .090 DUPONT BUMCITE. OR SAFLEX KEEPSAFE MAMMITMINTERLAIMR, MAXIMUMINTERLAYTR. INTERIOR LITE: 1./8" ANN. GLASS INTERIOR LITE: 118" ANN, GLASS I V' 74"X 38-318 (OX) ' I F # ' 74 X 50-518" (OX) " 14 R-71 " ALUMIN Ulvl HORIZONTAL SLIDING WINDOW " HR- 71 0 11 ALUMINUM HORIZONTAL SLIDING "IMDOW IMPACT RbSISTM%TT IMPACT RESISTANT N,O.A.: 07-0815,09 N,O,A,: 07-0815.09 ZONE 5:+54,7 - 1 131 ZONE 4:+54.7 -593 GLAZING: 5/16" LAMNATED IMPACT" RESISTANT GLASS GLAZING: 5116"LAN41NATEDTNIPACT RESISTANT" (IL.-%SS EXTERIOR LITE: 1/8" ANN, GLASS EXTERIOR LITE: 1/8" ANN, GLASS 090 DLTPONT BUTACITE OR SAFLEX KEEPSAFE, .090 DUPONT BUTACITE OR SAFLEX KEFI>SAFF MAXI%flJMINTFRLAYER. MAOXIMMI INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS INTERIOR LITE: 1/8" ANN, GLASS DATE: 02105110 SCALE: 3/16 = V DWG. BY: MI,R,Z. T(',)B #: 14 3 of 5 HA BE IN 11 ,4MZI:WDfl)OWIIRAXiES-'NfLTLI10 TON S STRICTACCIORDANCH WITH THE UNW5140ME OF ACCEPTANCE-REFPR TO PRODUCTS CON'rROM ' 2: MY THE OFEMNOS THAT ARE IDENTMED WITHIMIR PRODLCrS (VNTRCL N•O•A. DESION PRESSURES, AND SIZE ARE PART Or THIS PERMIT. AIL CATTIER OPENINGS , ARE N(,)TP. INS PERMIT. NOTE 3: TIME NLAINWINJ) FORCE IMSISTIWI WSTEM OF THE STRUCTUREa r SHALL BE DESIGNEDBY 01MRS TO AITHSTAND THE LOM)S POSED BY IME GLAZING, NO CALCULATIONS HALT! BEEN PERFORMED TO NTRIFY111FIR ADEQUACY. NOTE 4: ALI, EGRESS ATNI)OWS SHALL FLAVE A SILL *MMU NOT U) EXCEED 44"ABONT, THE FMIMI) FLOOR rTl t- 0-4 oci H r REAR ELEVATION' I.G., 74`X 38-3/8' (9X) I'll" 37" X 63" (ON) " HR-710"ALUMNUM HORIZONTAL SLIDING WINDOW " HR -71 ALUMINUM HORIZONTAL SLIDING WINDOW* INTACT RESISTANT INTACT RESISTANT N.O•A•: 07-08M09 N,O,A,: 070815,09 ZONE 5:+34,7 -73,2 ZONE 4:+54,7 .593 GLAZING: 5/16" LAMINATED INTACT RESISTANT GLASS GLAZING: 5/16" LAMINATED IN RESISTANT GLASS EXTERIOR LITE.: 1 /8" ANN. GLASS EXTERIOR LITE: 1/8" ANN, GLASS 090 DITONT BLUACITE ORSAFLE'X KEEPSAFE .090 DUPONT BUTACIll OR SAFLEX KEEPSAFE NIAXIMUMINTIFRLAYER, NIIAMILTMINTERLAYFR, INTERIOR LITE: 1.18 ANN. GLASS INTERIOR LITE: 1/9" ANN, GLASS "1" 37-112 X 81-314" (NOMINAL) ' 37" X 50-5/8 (OX) FI)-I 0 1 OUTSWING FRENCH DOOR INTACT "HR-710" ALUNIMINIHORIZONTAL SLIDING WINDOW N,O,A: 07-0629,10 IMPACT RESISTANT ZONE 4:+52.2 -56.8 N.O.A.: 07-0815.09 GLAZING: 3/8" LAMNATED MACT RESISTANT" GLASS ZONE 4:+54.7 -593 EXTERIOR LITE: 1/8" ANN. GLASS GLAZING: 5/16" LAMINATED INTACT RESISTANT GLASS ,090 DUPONT BLITACITE PVB OR SOLIJ11A SAFLEXI EXTERIOR LITE: 1/8" ANN. GLASS KEEPSAFE MAXWOM MERLAYER, .090 DUPONT BLUACITE OR SAFLEX KEEPSAFE INTERIOR LITE: 3116" H.S• GLASS MAXIMUMI INTERIOR LITE: 1/8" ANN, GLASS DATE: OM5110 SCALE: 3/t6"' - 1 DWG. BY: M,R.Z, JOB 14 4 a 5 RFVISION: NOTE TO ),WN S'fRVCTMESHAJ1. BE rNSTRl(7T;-.CCQRDANCX WTTH'llm UIITVMS 1110'ri C CONTRC)IS. NOTE, 2 : ONLY "IROPENIFOS THAT ARE DEN'flFtEriWITtITM'ERPROOtirrSCCNrROLN.O.A. mqON PRESSURfia, AND SIZP ARE PART OF THIS PEA19T. ALL OTHER GPENINGS ARE 140T P"w OF THIS PEP lffr. 140TE 3: TH t4-VU; WIND FORCE RES, 13 1 r.40 3 Y ST OF THE STR V,nTRE(l E: SHALL, )S TW: (11 AZINO NO L BE DESIONEE)BY OTHERS 70 1 XITHSTAI�DT, UVJ P OSED CALCULATIONSTIAW BUN PERFORMED Ml-,TRtFY THEM ADE04VACY. NOTE 4 ALL F(. 56 lkT'C)OWS 6 HALL EDWP. A SILL HEIGHT NOT IV )l-XCkl;D 44ABOVp *m FD&VED FLWIR 14 TH PART OF r-, cn t 4, NOT PART OF C LEFT ELEVATION THIS PFRINT "L" 53-1 11 X 38-3 (OX) 19-11 HR- 0" ALL.M.NMI HORIZONTAL SLIDING WINIXAV SIT 7tIG" ALUMINUM SINGLE HUNG WINIX)W-IWACT IMPACT RESISTANT N A,: M-0122,06 N OA,: 07-0815 09 ZONI,'4:---54,7 -593 tc ZONE 4; +,543 -593 GIAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS D GLAZING: 536 LAMINATED IMP ACT RESISTANT GLASS L 'TFRIOR LITE: 1,"8" ANN. GLASS E)CFERIOR, LITE: 1/8" ANN, GI ASS �X .090 SOLTJTIA OR DUPONT PVB INTERLAYER ,090 DU M-NT BUTACITE OR SAFLUX KEEP SATE INTFRl()R.LIIT,: 1 /8" ANN. GLASS MAXIMUM IMf rYXANTX INTfM LITE: IVAW GLASS 'T"" 37" X 38-3ig" (OX) " FIR -71 ALUMINIJM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT 'W' 37" X50-5/811(c) N.0,A,: 07-0815,09 SERIES C- 74 0 ALUMINUM CASEMENT WINDOW-IMPACT ZONE, 4:-54,t -593 N.0,A. : 08-0117.11 GLAZING: 51:16" LJWNATFI) IMPACT RESISTANT CTIA,-'-S ZONE 4: +54,7 -593 'EXTERIOR LITE A $ ANN, GLASS GLAZING: 5!16" LAMINATED IMPACT RESISTANT GLASS F-XTERIOR LITE: 1.1" I-L&GLASS 090 DUPONT BlYfACITE Olt SAILEX KF'TTSAFE .090 SOLUTIA OR DUPONT PVB INNFRLAYFR N-LAMN-RJM INTERLAYER. INTERIOR LITE: 1 ANN. O INTERIOR LITE: 1/8" ILS, GLASS LASS DATE: 02105/10 SCALE: 3/16'-Il DWG. BY: MA,4 JOB #: 14 5 a 5 L . ' MIAN ® MiAN"ADE COUNTY. FLORIDA AMMO -DADS FLAGLBR BUII.DING BUILDING CODE COMPLIANCE OFFICE (BCCo) 140 NEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DWISION WAIA FLORIDA 331301563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF A_ CCMANCE (NOA) www.bnildin codggnl=.coni _! PGT Indust - &omK FL SC OPE: This NOA is being issued under the applicable rules and regulations governing the use of consttaciion materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHb. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ {m areas other than Miami Dade County) reserve the right to have this product or material tested for gnality.assnance proposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Kami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Cale, including the High Velocity Hurricane Zone. DESCRumm I"x Sa wait-A[um Tgbe copped mume Lmi. APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L.. Clark, P.E., dated 04/28100, with last revision. on 05/30/06, beating the Miami Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. -NEE hWACT RATING: Lwp and &aH M Ae lmpad LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approval", unless oihexwise 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. TER141 wATION 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 otter purges shall automatically ate 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 revim and renews NOA # 04452&04 and, consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D Gascon, P.E. "A 1% f IS- Vs' Ezphmt1= Date: June 28, 2011 to �� Ap-pwvatl: July ?A „ 20W P 1 _ t � L PGT Indoshles NOTICE OF ACCEPTANCE: E!M CE SUB ,D A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wail, Elevations Aluminum Tula Clipped Mullion, prepared by PGT dies, dated 04/28/00, with last revision on 05/30/06, signed and seated by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Lead Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC. TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) Or x 54" mulled together with a 1x 2 x std wall mullion, Prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01105101, signed and sealed by Antonio Acevedo, P.E. "Submbted under NOA# 00528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 8(" x 76" mulled together with a lx 4 x std. watt mullion, prepared, by Fenestration Testing Laboratory, Inc., Test Report No. F71,2903, dated 01105/01, signed and sealed by Antonio Acevedo, P.E- "Submbed under NOA# 04- 052&04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum, windows with a transom lite (0/00 configuration) mulled together with a Ix 2 x 3 /a" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, pry by Fenestration Testing Laboratory, Inc.; Test Report No. FT1-2975, dated. OM23/O1, signed and sealed by Antonio Acevedo, P.E. "SubmNed under NOA# 04-0528. C. CALCULATIONS 1- Revise! Anchor Calculations and structural analysis, complying with FBC -2004, P epared by PGT Industries, dated 05/30/o6, signed and sealed by Robert L. Clark, P.E. J aime D. n, P.E. ChK Prodad Contrdnbidon NOA No 0&o12S.06 Eamon Date: June 28, 2011 E -! AXw" Data July 20, 2006 PGT Indnstries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. U- 0721.01 issued to IIco Textron, Inc., for Tapcon Concrete Anchor, dated 03/03106, expiring on 01/08/11. F. STATEMENTS 1. Statement Ietter of confcmmance and no financial interest, dated 01/23106, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04 0528.04, issued to PGT Industries for I x Std Wall- Aluminum Tube Clipped Mullions, dated 07!08/04 and expiring on 06/28/06. ChK Produd Conlyd Division NOA No 06.OM06 Ii Ddw June 28, 2011 E -2 APPwa► Date: J* 20,2M* r ANCHORS DETAIL B ° , ANCHORS DETAIL `B "C ANCHORS DETAIL A " OR D' AT BOTH C OR D" AT BOTH ENDS AND AT BOTTOMS ANCHORS DETAIL END5 AND AT BOTTOM C. OR D. 807H ENDS ANCHORS DETAIL A i ANCHORS DETAIL B ; H --M ULLION C OR D" BOTH EN05 1 kk 7 J or H f MULLION H = Hl +H2 MULLIONS � � H ' ( 1) U l NE A�OV — E ED 1 0 I MULLIONS H 9' FOR DETER~ MAT! ALLOWABLE DESIGN PRESSURE SEE TABLES its ON PAGE 5 I _ MAX OPENING = H OR HI+H2 . 1 ' A114 W 2 3 2 MULL LENGTH - W W = W1 +W2 H= H 1 +H2 W= W 1 +W2 +W3 2) WINDOWS MULLED H = H1 +H2 W = W1 +42 W/QUE ABOVE hfUL77PLE WINDOWS MULLED (2) WINDOWS MULLED TOGET ., FOR DETERMNNG MAX ALLOWABLE WI-ONE ABOVE FOR DETERMINING MAX ALLOWABLE OEM PRESSURE SEE TABLES FOR DEfERMWW MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 DESIGN PRESSURE SEE TABLES ON PACE 5 Ml) MAX OPENM = H OR H1 +H2 ON PAGE 5 MAX OPENIAIG = W OR Wi +W2 MULL LENGTH = W OR Wi +W2 M3) MAX OPENING = H OR Hl +H2 MULL. LENGTH = H MZ) MAX OPENNG = W OR WI +W2 MULL LENGTH = W OR W1 +W2+W3 MULL LENGTH = Hl Ma) MAX OPENING = W I +W2 OR W2 +W3 AM MULL LENGTH a H1 1. THE 33 1/3Z STRESS INCRFASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. Z WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF 7 UNITS. TO BE USED Q�tY WITH PGT INDUSTRIES PRODUCTS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPUCATLONS. K 0 06 N= 5&6 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 F.K. 06 :fl ECH mn ANS! /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL P.J.P. 2B QD 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE i STANDARD WALL ELEVATIONS ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDmoN FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ro" cry s. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS R says ALUMINUM TUBE CLIPPED MULLION ® TO THE STRUCTURE. R R^4 c�.k P. �W P.O. K f929 Q° aemx � MMMM R saa MULLS NTS 1 d 5 6220 D r i J PGT ix MULLION 1" 2" OR 4" 412 FH SMS X12 FH SMS f ° MULL= STAGGERED PGT ix MULL 1 ° 2° OR 4*- STAGGERED ON MULLION CLIP. CUT OPPOSITE' SIDES OPPOSITE SIDES FLANGES OFF A+ttAL (SO AS NOT TO (SO AS NOT TO 0 CUP Z 2 INTERFERE WITH W000 BUCK INTERFERE WITH TO FORM A — — J EACH OTHER) REMOVED TO WOOD MIN EACH OTHER) "U CHANNEL AND /� BUCK _ INSTALL AS SHOWN 2kTYP) 0 0 � SEE NOTE 3 CONCRETE t SEE NOTE 3 8 TYP ` �: 4 PGT 1x MULUf2 SCREW, - ) MASONRY ANCHOR �( =� - SEE NOTES 1 & 3 rr- 1 - R.: SEf NOTE 3 N OT S. ` '.s . ` � �;: �.�.� N0� f..•. t; .�; ,. FOR 1 MULL J° `:.•• TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A PI » MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL G Ia T ix MULLION I OR 4— OPPOSITE SIDES SO 2" OR 4" 12 FH SMS STAGGERED ON AS NOT TO INTERFERE OPPOSITE SIDES (SO AS NOT rl SEE NOTES 2 & 3 A4tA', WITH EACH OTHER) TO INTERFERE WITH EACH OTHER) — — SEE NOTE 3 MtN. SEE NOTE 3 WOOD � � ) 1, � , � — — BUCK ) 1(TYP ` ` SEE NOTES 2 & 318 "r MASONRY ANCHOR, SEE NOTES 1 & 3 ANCHOR EMBED. - - SEE NOTE 2 SEE i..: r.i' �• PGT Ix MULLION— NOTE 1 OD • BUCK Typc4L MULLION TO SIM= WITH w a IF NO -WOOD BUCK, DErA& TYPICAL myium TO STRUCTIt Wi771 -= W000 811CK AND CONC.. DEVIL "Da 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DARE `= COUNTY APPROVED ELCO 114 TAPCONS OR 114 SS4 CRETE -FLEX MASONRY SEE �1,;V :':',.?` ' ' ::. ► ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NO ; r: �"';' ;" ', • - S 2 112 ° . MIN. EMBEDMENT; TAPCONS 1 114 CRETE -FLEX 1 314 :w• ' .':;= 2. FOR WOOD APPLICATIONS USE 112 SCREWS, ELCO 114 TAPCONS OR 114 .`; SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 112" lz 3 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR TO BE USED ONLY WCEN PGT INDUSTRIES PRODUCTS 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR ,t{ /06 NM 3 6 S LOCATIONS SEE SHEET J. QUANTITY OF PINNING SCREWS FOR MULL -TO -CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP -TO- OPENING F.K. 1 806 AOD f41BEQ DETAU (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL P J R 4 28 00 amm REPRESENTATION ONLY FOR CORRECT QUANTITY OF ANCHORS, REFER TO I SjD, WALL CLIP INSTALLATION DETAIL CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICAWN APPLICABLE MULL SIZE AND mw CONDITIONS S NOT SHOWN IYOUR E ARE NOT PART OFOTHISGAPPROVAL. S f� ®� 'o ALUMINUM TUBE CLIPPED MULLION ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. Robot L P� pa pox i s sue,/ " 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. 2 SOW• A 30274 ASULLS NTS 2 � J 6220 D a j F- I ° MULL CLIP W/TAM REMOVED (CLIP TO MULL) M/N. TYP. � 1 A�2 MIN. EXTRUSION DWG X1099 4MAX. 1JMAX. 1 Al2 M /N. A ® 1jMAX. O _ jrjE (1 ) ANCHOR i — LOCATION J" MULL CLIP i A JMIN. i (CUP TO OPENING) EXTRUSION DWG #1099 M/N.TYP. Q TWO Q FOUR (4,) ANCHOR .(3)EQ.SP.0 way DOCATIDNS LOCATIONS (A_3I4)i 'A IIgMu MIN. O THREE (,�' ANCHOR LOCATIONS NO TO SE USED _Q WITH PCT INDUSTRIES PRODUCTS CUP LENGTH CHART 1. Ih(E+ORTANT QUANTITY OF ANCHORS SHOWN ARE FOR FOR 1x MULL O6 p , PtCTORUU. REPRESENTATION ONLY. FOR CORRECT QUANTITY Tw SNT MULL SIZE A' OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON F.17 5l /OB —M arro SPAGIMG 1 x 2 x i78-1 11116 SHEEP S• FIND THE CORRECT MULL SIZE AND PRESSURE y e� 1 x 4 x 1/8 3 11/16 REQUIRED FOR YOUR SPECI APPLICATION. PJ P 28 00 2. 318 MI EDGE DISTANCE APPLIES TO ALL DIMENSION 1 » STD. WALL ANCHOR LOCATIONS SHOWN AS MAX. J. REFERENCE TEST REPORTS: Flt -2902, 2903 AND 2975. i , z ", L � off' t09 ". FL X2 ALUMINUM TU CLIPPED MULLIO � m�, P.E Ra wx 7528 1�b mm PE ,, NM%V R 3#-V+ MULLS NTS 3 of 5 6220 D a 1 (TYP) --1 4 3 (TyP) Li low 1� Ix STD. WALL MULLS MAT'L. 6063 —T6 TO BE - USED QL' WITH PGT INDUSTRIES PRODUCTS !C W F.: s /06 C -Np Im SNr P.J.P. 4 281W a NOTE: s - 1 " STD. WALL MULLION PROFILES 70 TECM%VLW 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 % W F 30 75 °5 , sc ALUMINUM TUBE CLIPPED MULLION xacaos Robmt L LMmk, ME eoN+ &Gov Na Itma we d� "2 P. 0 . F �� Muus 1 X 4 a 5 6220 D stnwtum nroxaes asa�a d b CHART 1. - 1x2).125 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 50 60 70 00 90 100 110 920 130. 160 CUP TO (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A ? OPENING (2) 8 (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2)8 CLIP (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B '� 'Multiple Mulled Units MULL 42 129 115 107 104 103 103 103 103 103 103 Vertical Mull Horizontal Mull c3 83 73 67 63 61 61 61 61 61 61 L engt h Z 50.626 70 81 55 52 50 49 49 49 49 49 Z 54 57 49 44 41 39 38 38 38 38 38 it Openmg 41 35 31 29 27 26 25 25 255 25 length W 35 30 27 24 23 f 22 21. 20 20 20 68 30 21 1 1 18 17 17 17 72 23 2Q 16 - - - - _ Width I""-L�gth� Width 20 17 15 - - - - - - - 18 15 CHART 2, • 1x4x.12C% QTY. & TYP. - OPENING WIDTH IN INCHES. ANCHOR 80 60 70 80 10, 120 130 F 160 CLIP TO (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A OPENING (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B I. AL LOWABLE PRESSURE IN PSF. '= CLIP TO (3) S (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) 8 (3) B 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, DULL_ nw. 42 70 170 17 0 170 170 170 17 170 ,170 170 CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 170 170 170 1701 170 170 1710 170 170 J. REFERENCE TEST REPORT FrL -2902, 2903 AND 2975 50.6211 170 170 170 170 170 - 170 - ' 170 170 70 170 4. ANCHOR TYPES. A. ELCO 114 TAPCONS, EMBED. 0 114' OR 170 170 170 170 182 158 157 157 157 157 114 SS4 CRETE —FLEX, EMBED. (1 314 ") _ 170 170 157 743 134 127 124 1 22 122 B. #12 SCREWS 63 70 160 141 128 919 112 108 106 108 , W 5. SEE ANCHOR SPACING DETAILS SHEET J. 170 145 127 115 108 100 96 93 92 92 TO BE USED O_Y WITH PGT INDUSTRIES PRODUCTS 142 120 108 95 87 81 77 74 72 71 so /oe NO now 76 120 902 90 81 74 69 65 63 61 59 78 111 94 83 74 68 63 57 55 F . s s /o4 -I<r£o cruces 84 88 75 65 59 53 49 48 44 42 40 G. --- Pd.P. 4 2a 00 90 _7F 60 53 47 43 39 _ 3T _ 35 33 31 9 S 58 50 43 38 35 32 30 28 27 24 �� p6 TD. WALL, PRESSURE CHARTS 9 & 2 r wft 1 41 35 30 27 24 22 20 19 18 16 070 �+ AMM FL ,T42>, ALUMINUM TUBE CLIPPED MULLION 441 32 28 24 22 20 19 17 16 Robert 4 Clark. P.E B acne, m.. f a.. P.O. OX 1528 PE / .V712 ii J4274 of 20 Ntutts /1fTS 5 Q 5 2 - - - - stna� t MIAM s BIIAM DADS COUNTY. FWRIDA METRO -DADE FLAMER BUILDING BUILDING COME COMPLIAl m omm (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAML FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Ind X070 Tech6alogy Drive' Nokom % FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (an auras 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 AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida. Building Code, including the High Velocity Hurricane Zone. SH -700 Ainr dxnKM Single Hung_ Whdow - L.MJ. AMONAL DOCUMENT: Drawing No 4040-20, titled "Ahuiil Single 1tImgWindow, Impact", sheets 1 through 11 of 11, dated 911/05, with revision B dated 11113106, prepared by manufacttu er, signed and sealed by Robert I.. Clark, P.E., bearing the Miami Dade County Product C x&oil Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. M1SSIW01P4CT RATING: i age and Sinall 3 e-Impact R edistant following LABELIN state meat:�"NTrami -Dade County Product Conb�rtr� � ved° unless city, state and Approved", s otherwise noted herein. RENEW 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 of 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 numb preceded by the words Miami Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature. Many 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 # 05 -M8.01 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 Perrezz P.E. - NOANo. p7 -8=06 -_ E8p$atWn Date: March 23, 2811-_ Approval Date: Jrune 47, 2007 -- Page t t PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SURAInTM A. DR&WINGS I. Manufacturer's die drawings and sections. 2. Drawing No 20, Sheets 1 through I of 11, titled "Alin. Single Hung Window, Impact ", dated 911 /05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS L 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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No.1NTL -4957, dated 10 /03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. YIIAM, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 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, impact, prepared by Fenestration Testing Laboratory, Inc -, Test Report No. F11,5063, dated 11121 /06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 5, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (SubmMed under pre us NOA #0-1018.01) — )daWAe'OVu6 ManuelftrKP4L Product control NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 E -1 EEThdustn NOTICE OF ACCEPTANCE: IEiIODENCE SUBMITTED S. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Envy Test, per FBC 3603.2 (b) and TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 4647, dated 08111/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. 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, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. ( Submitted andwprevious NOA #05 -1018 01) 7 Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. F1'L- dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Subm tied under previous NOA #05 -IOX a1) S. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FrIA650, dated 08 /11105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 101801) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of Aluminum Single Bung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FI'L- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (SubmWed underprevwus NOA #05-1018.01) maliod lae Product Control or NOA W 07 22 Expiration Date: Nlar& 23, 2011 Approval Date: Jame 07, 2007 E -2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE S 10. 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 Fading per FBC, TAS 203 -94 .along with harked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, inc., Test Report No. 46, dated 08111/05, signed and sealed by F.dmundo Largaespada, F.E. (Submiged under previous NOA #05- 1018.41) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. F I L- 4723, dated 10/05105, signed and sealed by Edmundo Largaespada, P.E. (Submftted under previous NOA #451418.01) C. CALCULATIONS L Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE L Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS L Notice of Acceptance No. 05- 1298.02 issued to E.I. DuPont DeNemours for "DuPont ButaclteO PVB" dated 01/05/06, expiring on 12111110. 2. Notice of Acceptance No. 03- 9827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03104109. F. STATEMENTS L Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, F.E. 2. Statement letter of code compliance, dated 10/12105, signed and sealed by Robert L. Clark, PE. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to POT Industries for their Series SIi 700 Aluminum Single Hung Window -- L.M.I., approved on 03123106 and expiring on 03123/11. MAGRUel ^T4 PY- ProdadOmtrJj er NOA No. 06 Expiration Date: March 23, 2011 Approval Date: Jane 97,2W7 E -3 ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) r A ONe LAMI CONSISTING OF (2) LITES O� 718" ANNEALED GLASS WITH A .080 DUPONT SUTACITE Oa 9A FLEXACEEPSAFE �XIMUM K43 INTEL" P1 __ . 8/ttl"i AMtCCIN$ISTIN6 (7F {�) LITE V9 ANNEALED GLASSAND {1}L}Ta OF we HEAT STRENGTHENED GLASS WITH A= MJM14T BUTACITE OR :iAPLESUFO:EPSAFE MAXIMUM PVS INTERLAYER. C. 8116" LAN CONSISTING OF (2) LITES OF IV HEAT STRENGTHENED GLASS WITH AN .010 DUPONT BUTACITE OR SAR"AMEPSAFE MAXIMUM PVB INTERLAYER. D. 7118" LAN CONSISTING OF (2) LITES OF 3/18° ANNEALED GLASS WITH AN .010 DUPONT MITACITE OR MAXIMUM PVB INTERLAYER, E. IIMAXIMUM IP CONSISTING OF (1) LITE OF 3118° ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLD(IKEEPSAFE F. 1/10' LAMI CONSISTING OF (2) LITES OF 3V18" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACIlft OR SAFE DWEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/18' LAMI IG: (1) LITE OF Ifir HEAP STRENGTHENED GLASS, AN AIR SPACE AND Wig" LAMI CONSISTING OF (2) UTEB OF 1/8" ANNEALED GLASS WITH A 000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. NOA DRAWING MAP H. 13118" LAMI 10: (1) LITE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 610" LAM[ CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LJ1'E OF 118" HEAT STRENGTHENED GLASS WITH A.= DUPONT SUTACIT6 OR SAFLEXJKEEPSAFE MAXIMUM PVB RL INTEAYER SHEET GENERAL NOTES........ „. 1.131111” LAMI 1&' (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 8118" LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS GLAZING DETAILS............ 2 WITH AN ,094 DUPONT BUTACITE OR SAFL EX/KEEPSAFE MAXIMUM PVB INTERLAY91k R DESIGN PRESSURES J. 13/18° LAMI 0: (1) LATE OF 118° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18 LAW CONSISTING OF (2) UTES OF 3/18" ANNEALED GLASS W ES....... 3 WITH A ELEVATIONS......... E .... 4 .080 DUPONT SUTACITE OR SAFLE V00 MAXIMUM PVB INTERLAYER. PET. SECTIONS......._.... 4 K 13118" LAMI IS: (1) LITE OF 1N" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LATE VE RT . SECTIONS._......... 8 OF 3119' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT SUTACITE OR PV MAXIMUM B. L 13118" LAMI IG: (1) LITE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7118" LAMI CONSISTING (2) LIM OF 3118' HEAT STRENGTHENED GLASS PARTS LIST .......... .. ....... — 9 WITH AN .0L01 DUPONT BUTACITE OR SAFL.EX/KEEPSAFE MAXIMUM PVB INTERLAYER. EXTRUSIONS .................... 7 M.13/18" LAMI 10: (1) LITE OF 1/S' ANNEALED GLASS, AN AIR SPACE AND 8118' LAW CONSISTING OF (2) LITES OF IV ANNEALED GLASS WITH AN :010 DUPONT BUTACITE OR CORNER DETAIL_...._— 7 SAFLMMEPSAF@ MAXIMUM PVS INTERLAYER AN „..... 8-11 2. CONFIGURATIONS: "OX” (111. VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) �3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130002. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTEAS ARE NOT REQUIRED, e. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TtST REPORTS FTL460, FTL494e, FTL4847, FTL-4648, FTL- 4849, FTL-0 880, FTL- 4981, FTL4723, FTL -4987, FTLAM AND FTL-M. ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION tmo:wcrABVts>z� ADM -200D ALUMINUM DESIGN MANUAL m a mpttteg wah the n ft ftmkmcode S. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY 2AL1 1� HURRICANE ZONE (FIVHZ). nowfw um 1arolt u rtxa GENE'MLNOTES aJC a rrc - rr� louorE z �e ALL. S/N NUMB WtNDOW lA9PACT _ i t L. awk P.E. ago wm W art�cr n a .w sera t rb1; Better o IUTa i ii 4Q4Q ZD B s NOTE: 1 1 LAMI IG OUTBOARD LMES MAY BE UPGRADED TO 3/1b" WITH NO CHANGE IN DESIGN PRESSURE. 1PL" NOM, 1P2" Nam, 8-- GLASS SITE GLASS SITE YN, a MMOR INTERIOR [� (ALL SECTIONS) 37 � 37 (�} 80,81 or 8� 8:3,84 or 85 70 70 IV ANNEALED OR HEAT STRENGTHENED GLASS 3118" ANNEALED OR HEAT STRENGTHENED GLASS MO SOLUTIA OR DUPONT PVB INTERLAYER ow SOLUTIA OR DUPONT PVS INTERLAYER 1/6" ANNEALED OR HEAT STRENGTHENED GLASS 3118" ANNEALED OR HEAT STRENGTHENED GLASS — ff 6116° NOM. 7118" LAMINATED 5116" LAMINATED GLASS 7118" LAMINATED GLASS 1 n .JL N 1/2° NOM q6 te!L ASS BITE 4S GLASS BITE 38 38 88,87,88 or 92 89,9D or 91 2a11 BY 118" ANNEALED OR HEAT STRENGTHENED GLASS 3118` ANNEALED OR HEAT STRENGTHENED GLASS .0.96 SOLUTIA OR DUPONT PVS INTERLAYER 080 SOLUTIA OR DUPONT PVB INTERLAYER 41- 918° ANNEALED OR HEAT STRENGTHENED GLASS 3116° ANNEALED OR HEAT STRENGTHENED GLASS 6/16° LAMINATED 7118° LAMINATED AIR SPACE AIR SPACE 1B" ANNEALED OR HEAT STRENGTHENED GLASS®, 118" HEAT STRENGTHENED GLASS 13M8 NOM. 13/18° NOM. K -- 13/18" LAMI IG GLASS W15118" LAMI 13/18" LAMI IG GLASS W/ 7118° LAMI =OVA a 19 1oso ole+olaaarro� roe WONG DETAILS F,K N3�IIB 1rE7N82 71Dd/fBtAbNL{�ttiABB ®tAUetot611E are»ccemue Fl sire ALUAL SINGLE HUNG WMoW. IMPACT ROW LCk* FJC Ird4AX A NOCHMSE7WORNr aBTB 4 S omc J NWWA� FL8�1f b FUN 2 a 11 mw 404020 8 shwhow FA vim L 9113G7 IM FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 1, BASED ON FLANGED WNEI TIP -T FRAME DIMENSIONS WINDOW HEGHT 0` WIDTH GLASS TYPE _ _or 88" 88" 70° 72" td° 78° MEETING RAIL d8 A B,M +80.9 .80.0 40,0 40.0 +80.0 40,0 +".0 -M.0 +00.0 -80.0 +80,0 -w0 +86.0 -80.0 HT. 80" A,B M A +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +80,0 -80.0 +80.0 40.0 +80.0 80.0 4 79.0 62" A,B,M +80.0 -80,0 +9D.0 40.0 +80,0 -8D.0 +80.0 -80.0 +78,0 78.6 +77.8 77.8 +78.9 :76.9 H 83118" A. +90.0 -1.0 +80.0 401.0 +78.8 79.6 +783 78.2 +78.9 78.9 +76.4 -78.4 +14.0 74.0 UPT0531 C,D,E,F,G,H,I,J,K,L +80.0 410.0 +80.0 4IL0 +80.0 -80.0 +80.0 -.0 +00.0 40.0 +80.0 -80.0 +80.0 -810 STANDARD VIEW 8t RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW MEOW do WIDTH I GLASS TYPE 38 318" 44° 80 IV 53" 72" 74" 78° - 49" A S M +80.0 -80.0 +80.0 480.0 +80.0 -80.0 +80.0 -80.0 +70.0 70.0 +70.0 70,0 +70,0 _70.0 HT. MEETING RAIL or ABM +8D.0 - 80.0 +80.0 -W.0 +80.0 -50.0 +79.9 70.9 +70.0 70,0 +70.0 70.0 +70.0 70.0 82" A.B,M +80.0 -4L0 +00.0 -80.0 +810 -MO +78:9 78.9 +70.0 70.0 +68.8 40.81+87,6 •87.9 83118° A,S,M +80.0 -80:0 +80.0 40.0 +80:0 -90.0 +78.0 75.0 +88,0 •88.0 +w,7 -88.7 +W,S -W.6 UP TO 53 1/8" C,D,E,F.G,H,IAK,L +80.0 -80,0 +80.0 -IM.O +50.0 40,0 +80,0 -80.0 +70.0 70.0 +70.0 70.0 +70,0 70.0 CUSTOM VIEW B RADIUS TOP FLANGE OR INTEGRAL FN WINDOWS W! HIGH ME OPTION ® TABLE 3. BASED ON FLANGED WINDOW TIP TO•TIP FRAME DIMENSIONS MN13OW MQHT MINUS SASH HEIGHT (MAX, WINDOW HT. W/ SASH 78° FLANGED AND 78" INTEGRAL FIN) hI1AlEt , WIDTH QLASSTYpral 17148° 1 2211118" 1 =3114r 1 333W I 39 1018" 4413118° 1 603/8" 8816118" SASH 83118" 1 D,E,F,J,K L +80.q -80,0 +80.0 : -&1.0 +80.0 -80.0 +80.0 480.0 +70.0 70.0 +70.0 ` 70.b +70.b 70.0 +70,0 70.0 HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4" H A �18`LAMI_ (118"A.00D,1/8°A) -_._..._.. ___-._..___...._.--•-- °- ___.... ..FTL'4847,4648,4=1. -._-_ _ B, SM S" LAMI - (118 "A „090,1 18°HS) - FTL-4647, 4846 C LAMI - (1f8"FiS,. F1I.4947,484 D. 7118° LAMI - (8fi8"A,.OIO, 3f1S"A) - - - FTi.4M 4888 E. 7118" LAMI - (3flWA.,080, 3116M) FTL4 F 7118 44M1-(8/ F(S „t»tQ. X18 H8) FH.4548 ss w�BioPYe4b 0, 13118° LAMI 10 41 18 - HS, AIR SPACE, 6/10° LAMI • (1/8"A,.0 ,115"A FTL-4848, 4723 aA H. 13118" LAMI IG - 118 - 1-18, AIR SPACE, 6118° IAM1- (118"A,.080.ix"HS) ^ F L 4845 ! L 13 f1S" LAMI 10 - i/8"FIS, A 6118° LAMI - (1/8°HS,.OG1,il8 "HS) FF'4040 A 13118 LAMI K9. 1/8 - HS, AIRSPACE. 7/18° LAMI - 0/10%,.09 Y1S"A) -,_ F TL-0549, 4860 J KL 13)18" LAMI IG -1WHS, AIR SPACE, 7 /16" LAM - (3fiVA.,0% 3/16W) F F L-4649, 4860.4968 i, 13118 LAMI IG -1WHS, AIR SPACE, 711W LAMI - (3116"H8,.090, 3flem) M. 13118" LAMI IG - 1/8 AIR SPACE, 6116° LAMI - 1 /8 - q W0 118"A FT( $LKi3 NOTES: i. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +S4.0 RIF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1 FROM THE FLANGED TIP- TO-TIP FRAME DIMENSIONS. A 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 8I8 MINIMUM TO 38 MAJOMUM.A e.°ema uMT r0RNR D ESIGMPRESSURES FX a !tom f0lBl54 AUDAVI flltE=w weemm ALUK SINGLE WAIG WIWDOW, IMPACT KK f/14105 A F7L�70GLA=TYMAAfW a Pp BQOt182B a rwase - w Robert Q^ P.E FK 9N/D8 AA M ,PL3d474 {Rr Betmr 8M� N 3 d 91 404b20 13 StrueNret 631M MAX. FLANGED WIDTH 62118° MAX. I.F. WIDTH 49 618' MAX FD(ED DLO (ALL) D C +I rr_ 1 78° 76° � L W I to. S EE DLO // I.F. A A LF, TAB D ,. Htil A TALE 0 „ HEI 9 A BO HEI A � FLANGED FLANGED RANGED SEE DLO 38 7118° HEIGHT HEt HM H7 TABLE j SA SEE DLO x $ SEE DLO x /f g I TABLE , NO 4 TABLE NO 4 48 IW MAX. VENT OLD S? D ETAIL B DETAIL C DETAIL A - VIEW (STAN SASH) RADI TOP ( STANDA SASH) - 1I1 8 E VERTICAL DAYLIGHT 75° 176° AX Tams LITE O HEI E -+� I ;HT L HIGH SEE DLO DETAIL SILL SILL BEE DLO TABLE j 7S® TABLE O j A 34112° 34 3118 " 76' 41518° 41114° FLANGED F FLANGED Jt 114° �° 525/ 8" H Ptl91HIC1' REt76>?d1 SEE DLO TABLE X j SAASSH SEE DLO TABLE X j SAS ' LOW IGH "� 6P mew HEIGHT HEIGHT DETAIL SILL SILL ANN+ IE 341 34 311 r3 27 1 DETAIL D D piL E 271oa° a 15314 VIE (CUSTOM SASH) RADLU$ fiO (CUSTOM SAS H) IE ° 15 314 TABLE 5. NOTES: 1. SEE SHEET S FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2 SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 RD A WIN S ( D N. ® �� i ' 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 & G) ARE BASED ON A THREE OVER TWO FORMAt. ROW larar L3EYAI7C?NS Fit 1H 8 AWWE MM V8WM CWW fl FJ .J ESAWXM4. NCKMMM M F.IC vmm A moowR•�7FB88N!$T Po enxnrm AL(AUI. SIM HUAtO bVINDO 4 IMPACT Nu6e�lL.Clar 2 Fx � 1,L MW Nd(G0ll9, q sofa VMb$ Beuer rm 4 d 11 4moa g s 2 NOTE ERIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS. (1) e FROM EACH SIDE OF SASH. 27 NOTE; BALANCE PARTS USED 1 INSIDE INSIDE MAX. VENT DAYLIGHT OPENINi3 A BASED ON SASH WEIGHT 39 9,10,11,15,18 m `'l Q� MAX 2.716" FIXED UTE 7, 8 OR 1T DAYLIGHT - 28 OPENING OUT SIDE 25 I MAX. Fp(LD LITE DAYLIGHT OPENING - --- �r+ MAX. WIDTH SECTION A A 8 23 E INTEGRAL FIN (1.F.) FRAME SECTIONS IDE 47 5Q HEIGHT 21 2. HIGH I OUTSI I SI 2. I L� SI MAX. D AYW 48 HT 49 HIGH.SLU LOW SILL HAD JAMB OUTSIDE OPENING 88 ALF. FRAME n10' 28 I OUTSIDE I Xait66g 5 erdDi! 58 � 2.336° 2.946° 52 (LOW SILL) (HIGH SILL) 83 SEE NOTE ABOVE 54 84 87 3 30 SECTION B-B 12 o 89 12 0� uFl SECTION C-C (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL- FLANGED VERSION) ECITOS r i * a r e OOl A7EBAl iO`0►,ac�R ALUM. SINGLE HUNG MNDC?UU, IMPACT rwt�rt � ash P E F14 W44V A Nt E MSSYEEt P.h. Bqu tide �.om • w . m.e o.ry r �° F. aw t i A R9�74 Virlb$ Beatar &Rtl0 /�8/f $ e 11 4$$0$0 8 sbuct I 4002A FLANGE FRAME HEAD 812223 60 1635 SCREEN 81 -.135 DIA HARD 81836K 2 1156 #6 X 1,000 QUAD PN. SNq 781 PQA 61 SCREEN CLOTH 81816 3 40030 FLANGE TPAN SILL (LOIN ILL 612226 83 606 GLAZING CHANNEL (.888 X.600) 8539402 6 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1826 04 1161 08 X1.000 PH, BUGLE TEK 7 1 6 4004 FLANGE FRAME JAMB 812227 67 GLAZING TAPE, 1118 X 112 -7118 LAW 628/11810 7 4026 SASH STOP 812244 88 4061A SASH BO RA5 (HIGH SILL) 84051 8 4026 SASH STOP {EGRESS} .126 LONG 812244 89 4060A I FLANGE FRAME SILL . GH SQL 64050 8 4019 SPIRAL BALANCE, 318 ", 618 OR 11/18" A 70 SILICgNE, DOW 869; 995 OR EQUIM 10 1080 BALANCE COVER, 3W OR 818" 6BALCVR816 80 A f3LAS8, 5! 18' LANG, (118"A fl9 PV8,IWA) 11 08 X,760 PH. PN. SM 7834M 81 B. 6/18" LAAR 1G8"A,.fl90OWL1 ) 12 SALANCEBOTTOMBRACKET 7BALTBKT 82 C,GLA6S,BH8 "LAMA {1�7i3 „080PV8,118TR) 13 066M 088 SASH TOP GUIDE 42504 ® D. GLASS, 7118” LAMB, (1J8"A,.090 PVB.118"A) 16 1#8 X 1 PHILLIPS FLAT HEAD S. STL 78X1 FPPX 84 E GLASS, 7118" LAPA (1B"AA90 PVB,1f°H8) 16 1080 -1 BALANCE COVER. .11M8° MMOVR870 & 86 F, GLASS, 7118" LAMI, I"S,.090 PVB 118" S) 17 4053 SASH STOP COVER 64063 86 G: GLASS 3116" LARGO IG;118'415, AIR SPACE, 6118" LANG. (1/8 PVB,1B"A) 18 4029 -1 SASH BRACKET 7ULBRKT 87 H. GLAS% 13M( LAN IG; VMS, A!R SPACE, 5I16"LAW, (1/8 A,.090 PVB.1G"HS) 19 #832 X 112" LG. PH. PH, TYPE F S. STL 7932X12FPFX 88 L GLASS, 1311(r LAM 10;1 ArHS, AIR SPACE, 6118" LAN, 1/8"HS"090 Ph1B,i18"HS) 21 4064C FIXED MEETING RAIL 040640 9 J. GLASS, 13116' LAM a 1J8"HS, AIR SPACE, 7116" LAW. 6"A iM MAMA) $3 - 466iC SASH TOP RAIL 84005 90 K. MASS, 13M8" LANG IG;1/81i8, AIR SPACE, 711 6" LAMI, W &M PVA3liS"H5) 25 1235 WSTP.,.170 X.270 FBN SEAL 879165 91 L. LAS% 13116" LAN KA;1 S, AIR SPACE, 7118" LANG, 3PI8"HS4 PVB,3M8"HS 20 1096 ISIWEP LATCH 71096 92 IIA GLASS 13118" LAN 1G;1/8"A, AlK SPACE, 5116" LAMA, (118 .090 PV8,1I8"A) 27 1018 08 X.026 PH. FL. SLAG 7888 2 28 4007 SABH RAIL (LOW SILL) 612239 30 1226 V05TP" BULB VB+IYI. 8TP249 31 4008 SASH SIDE RAIL 612231 94 1286 SASH FACE GUIDE 42601 L .082--- 3.1 36 1622 LAM SETTING BLOCK P X25184" X 1" 11622K 1 w 55 36 1062 LANG IG SETTING BLOCK 1 "X3/4" X 1/16" 71062K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K • 98 1225 WYL. GLAZ BEAD BULB (THIN) STP248K 41 40398 BEAD, 5118 LAM. GLASS, S4 WB FRAME, I.F. HEAD 42 4044 0LA21NG BEAD 6118 W/GRLL KIT 644703 47 #4fl71A, 6003 -T8 44 022A GLAZING BEAD 7118" LPJ+9 64222 FRAME, I.F. LOW SILL 46 9860 GLAZING BEAD, 7118" LAMA WIGRILL KIT 8985 �! #4072A, 8083 -T0 47 4 48 4087 GLAZING BEAD,1 8" LAMI I.G. 64087 .2 071A LF,HEAD 8407 48 4072A FRANE,LF.LOWSLL 84072 2z 2374 awpyf+vp9eePMlds 49 407M FRAME4 LF, HIGH SILL 84073 A Aftpmoa OWN ro! 06 80 40748 FRANA< I F. JAM 64074 62 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 A82 NOM St 3 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG THICKNESS � 1 64 2740 SILL. LATCH (BGREBB) I SILL 82740 2 1 66 1014 1 SCREEN FRAME (HOR 8 VER. 81014 .082 NOM 68 18 SCREEN OQRNER KEY WIRINGS T R 71 3 THICKNESS 67 163 SCREEN CORNER KEYViODUBNGS 71831 68 1073 ISCRE EN SPRANG 7CASP 68 1624 SCREEN SPLINE -.136 DW FOAM 61024K FRAME, I.F. JAMB AQ FRAME. LF. HIQM SILL ® rJQ #40748, 6093-T6 04073A, 8083-T6 LASED AS RADIUS TOP HEAD) ep pa9ha o.uM•e ��""" 1=1E61tt1d M UMVE PARTS UST FJC t1l/3D8 8 7 8t NOIOWb8,R840B * AL{!!bL SIMLE M M WINDOW, IMPACT FJC t/d4WB A AfOc m7f sAmmT P.O.W829 a ww w, Rclrm�L� PP- Fit 8HR1B J.A 7/13✓07 0.84214 NTS 6 u 11 404020 8 del I ® I or 47 I.F. FRAME SEALANT ALONG ENTIRE JOINT 2 Il� I.F. FRAME 138;1 2830 2JM 6or60 G / FLANGE FRAME HEAD #4b0M 6083 -T8 FLANGE FRAME SILL (LOW) I AL O NG ELD 1.749 3 #MC. 808$ -T6 8 nr 50 REW SEALANT OR GASKET ()5 5 (2) AT HEAD AND SILL 2710 4W x 1.593 I 738 .� .040 I._ 1,461.JT VIEW D - p VIEW E - (1/1 &VIEW HFJtiD $SILL, RADIUS TOP SILT.,) (RADIUS TOP HEAD ONLY) ( FLANGE? FRAME JAMB �:-/ #40 T6 17 SASH ST VER FRAME CORNER CONSTRUCTION #4m ems-Ts #4004, 0063-T8 (USED AS RAb1U$ TOP HEAD) 1.188 x+- .878 2.328 1.088- -�- �---'"I 41 GLAZING BF� 511(3" T #40398, BQ83 T8 1.879 662 9.707 �2 SASH SIDE RAIL 082 I 31 #4006, 6003 -T6 FIXEb MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL tLO Z1 #4064A, 6o63HD -T8 23 #a0oen, 8083HS M r8 28 #4M 7, 6083-IS 679 9 — I - -- •'I� r"Ducrasvmp ssa 42 GLAZING BEAD. 5118" 2.828 -�-- -i 1.098 -I-" �T (USED WIG osa KIT) " gym - !I `j 2448 I ( GLA7WG BEAD 7118" 3.448 \.:i� #4222, 8083 -78 ^� 2.838 983 b� .002 T— I----� - 1.097 • 060 w ' t GLAZING BEAD, 13/16" IG N —a 7g4 —w.l 1.118 —T O #4007, 6063•T6 O FLANGE FRAME SILL (HIGH) gg SASH BOTTOM RAIL (HIGH) O GLAZING BEAD. 7/16" #4060A 8083 T8 #W51A 8063 T8 #986C, BL I 8 (USED VW GRILL o , >=r�anr COMER DETAIL F.K fiH3A6 9 NoKatre.R.9�u8 me �/ fbmw aaetpt9mv ALU M. SIN HUNG MNDOW, IMPAt:Ir eLC� rg FJL A NOTlfl58}&Ef NW(OeAB FL8�74 Flt df Vtx &Bfimr s+vno Flsff 7 e ff ��4Q40d0 B t ' ANCHOR QUANT171ES FOR 1M FUMED WINDOWS TABLE S. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES! 1 -114" ELCOTAPCONS SUBSTRATE: 29.603 34.6D3 1 40.603 4SAW 52.603 5&603 SCOW 76.000 2 -114° ELCO SW CRETE -FLEX ( � 3- #12SCREM ANCHOR: M Rm eZ M �' z M a N 8 N p M$ N Z O> p N c Z, z Z, ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS „! 8 `a l 8 8 v tO 8 �U 8 `4 t 8 `� I-amo `� o 8 U FOLL OWING DIME WEAD - 18 IN* MAX FROM TOP CORWRS WIDTH TYPE JAAdB9 - 17112° MAX. FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 1 16" MAX. FROM BOTTOM CORNERS 19.126 I,J,K,L 1.21,11;11 2111x2121222' 22,2212 222,22;22,222222.22.222232233 8' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 1:2 1:1 1 1 1:2 1 1 1 2 2 1 22- 2 2 2: 2 2 2 2 2 2 212 2 2.2 2.2 2.2 2:212 2 2 3 2 21 3:3 1 3. INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF ® NOTE 2 24.000 .HI,J,K,L 1211121,21.x1;22;2122.22. 9222, 22222222;3292.22;32'223332:233 9 1 1 1 1 1 1 1 1 7 9 1 1 1 1 1 1 1 1 1 1 4. TABL WIDTH AND H91CHT DIMENSION ARE FOR AB,M 1 2 1: 2121;21: 2 1.22 2222222 2 :222232.222232223332233 ARE "LESS. W9. INTEGRAL FIN DIMENSIONS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 2 1 1 2 1 1 2 1 1 SIGN PRESSURE LIMITATIONS: W,LJ,KL 1.21:22'2231222231.2232329232 ;3222:333223334323:33'4334'4 SIZE BLOCK OFTHEADJAGEN?TABLE WITH A 32.000 1 1 .1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A A,S,M 1° 21222231,22.22. 312232322232 ,3229'339293;33.4323334334:4 MUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN H,W,K,L 2 :2 1 2 2 2 2 3 1 2 2.3 2 3 2 2 2 3 2 3 2 2 2;3 2 3 2,3 9 3 3 4 2 3 3:3 3;4 3 3 3,4 3 5 3 3 4 4 PRESSURE FORTH 37.0 RESPECTIVE SIZE 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 $ 1 2 2 1 2 2 1 2 AND GLASS TYPE IS A,B,M 221 2222312232'32`2232 3222 323232.3342 `333343334353344 AVAILABLE' PSF 78 C,D,E,F,G, 2 2 2 2 2 2 2 a 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 40.000 H�J,KL $'2 1 2 2 2 2 3 2 2 3 2 3 2.2 2 3 2 3 2 3 2 3 2 2 3 3.3 3 4 2 3 3 4 3 5 3'3 3 4 4 5 3'3 4 4 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 221,2222 :3222323222, 3232:32 :324233:33'142.33,4363334453344 PBF 79 TABLE KKI:YY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 a 2 2 2 2 2 z a 2 2 x 2 2 2 MAX PSF 44.000 H,I,J,K,L 2222222'. 322232'. 3223' 324233334233334233 `4353'334453445 IDPLfld$IED) ABM 2 2 2 2 2 .2 2 2 a 2 2 2 2 2 2 2 a 2 2 2 2 2 2 2 HEAD 2 r ucrRevim PS 79 22 79 232; 2 2323223'32. 4233334233 :3342,33.43:63.33:2463248 JAMABOVE2 3 spa �A C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 Z x 2 2 2 3 2 2 3 2 a MTG. RAN JAMB BE ' LOW 48.000 HIJ,KL 2Z2;a2223222334 3342. 3343. 423343 ;63334363.346463.45:5+,RqL AQM a s $ 2 2 2,2 a 2 2 2 2 a a x 2 2 2 3 2 2 3 2 2 2$2222232:223342 *3333423343 '42'33436333:4363.3464:6345',6 (FULL DP) PS 72 79 78 HEAD 2 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 63.126 H,IJ,K,L 2 2 2 212 2,2 2 3 3:4 2:3 3;4 3:4 2'3 3:4 3 4 3 3 aid 35 3,3 4 4 4-0 3 4 4 6 4:8 3'4 6 6 WG•� 2 2 1 2 1 $ 2 2 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW A,B,M Z 2 2.21 2 2 3 2 2 -2 3 3!4 4 2 3 3:4 3:4 3 3:4 3 6 313 4 4 4,5 3 3 4;6 46 3 4 4,6 MM RAIL NNW %lNS3 1/1 WINDOWS FA 1i/t9�A B OPJNa7L OB By 8&v i ANCHORAGE &C o ,eLo4m F vaame A xas►a>�r PAL— OaT AttlA SINGLE HUNG WINDOW. Al9PACT R�re f�ei& PE FJG 7f18 J.R rtr�aones PL r4 "A* Bauer o N7S 8 r 71 �4040� 8 scm JIM ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE IL ANCHORAGE NOTES: WINDOW 1. ANCHOR TYPES: 1 -114° ELCO TAFCONS 2 -114° ELCO SS4 CRETE -FLEX SUBSTRATE-- 29.885 37.155 1 44.6% Q 52.155 59.855 87AW 74.855 76.0W 3- 02SCREWS ANCHOR TYPE--. a C3 WINDOW GLASS N r rf N v p ' N fJ N 8 N� N� N � N$ r� N q®q ttP in N w FOLLOWI R LO D ATI S ARE W[D THE g a� 8 8 U V Q 2 ANCHOR LOCATIONS ARE BASED ON THE ss ��G111 tCC��3 HEAD- 18 ltr MAX. FROM TOP CORNERS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T 1 JAMBS -19 U2° MAX. FROM TOP CORNERS HIJ,KL 1 1 1 1 1 1 2221 222221 2 22222222 '2222i22'22222322232322232 18°MAX.FROM AI ORNERS 19.125 8° MAX. BELOW MTTG. G. R RAIL A,BM 1 1 1 1 1 1 1 1 9 9 1 1 1 1 1 1 1 1 1 1 1 1 1 ® SILL - ANCHORS NOT REQUIRED 1:1 1.1 1'1 2221 22222112 2 .22�2222222222l22232223.2322: 32 3. INSTALL PER THE ADJACENT TABLE ANCHOR PS 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF CD,6,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1:2 1 1 t 1 1 1 NOTE 2. 24.ow KLJ,K,L 1 1 1 1 1 1 2: 2 2; 2 2 212 2 2 2 2 2 2 2 2 2 2,2 3 2 3' 2 2 2 3 2 3 2 2 2 3 2 ABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B M 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1;1 1 1 2 2 1.1 2 212 .2 2 :2 2.2 2.2 2:2 2 2 2 2 2`.2 3`.2 3 2 2 2 3;2 3 2 2 2 3 2 3 2 2'2 3 2 �� ° L�. PSF BB 77 5. DESIGN PRESSURE LtMITA S: C,D,E,F,G, 1 1 q 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJAG TABLE WITH A 32.Wo H,IJ,K,L ��11 2222. 2232. 2223: 322333 ,332333:3212 .3`34.3324.3433:243 UM E�4t1�NdtRy &S .M 1 I I 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN SOLD. OTHERWISE, THE 1 11'1112.222222322223. 322333 .332333322334332434,5324:3 MAXIMUM DESIGN POF 59 87 79 PRESSUREFOR RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 - i7 - 2 1 2 2 1 2 2 1 2 2 1 2 2 7 2 AND GLASS TYPE IS 37.= H,IJ,K,L 'q "{ 1 1 9 1 2 2 2 2 2 2 2;3 2 2 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 AVA6ABLE. ABM 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 'I 1;1 1 1 2!2 2 2 2,212 3 212:3 3 3 2.2 3 3 3 3 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 214 3 P8 54 79102 T9 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 40.= H,IAX,L I 11T92Z222 :2232: 233332'. 2334 .333433333434 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111111212222'22, 32233332233433 :34:333334:344334 *3443353 TABLE KEY: PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 PSF 44,oW H,IAK,L 111111 Z!42222332`Z3'33; 4233!34: 4394:34:43.34i3443343443`35`4 (DPLIAIrtTED) P�aeovtT umennown A,S,M . 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD • a qy 7'9 911122222°238223334233. 4.43«3434434434;43134344335!4 J 3 3 w - �$II par- 45 74 51 74 79 79 J MrG R C,D,E,F,G. 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 OW 48, T, TL gg111qZ22 :2Z28i322333:43! 3334 ;43!344414334.444435!44.44:35 G ' A,B,M 2 2 2 2 43b 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 DP) 1111198222. 2223 -32;23: 334333 ;344334i44.433444444d4354 HEAD 2 qA,B,MF 87 48 87 78 79 Vr, RAIL 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 JAMB ABOVE 2: 2 53.125 1111222; 22233333 : 34' 4334 `44;433444! 4 33 4 4 815 4!35`4554954 VrG''� 2 2 2 2 2 3 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 JBELOW 1T1112322223833334fd3: 344443 .3444.4334:454438'45d4`3b O ANCHORAGE SPAClNCi STANDARD VIEW /FI tthn8 a ctrr+s ergm ' Naac A.aM 1 a7va9 81lEE7' ALUM .SlNG m�x,P.e ' FJC lam 1 Be4aa 9�nnfl NT3 9 a ll 4Ck &0 8 r ANCHOR QUANTITIES SUBSTRATE: ASOVE MEETING FLAIL nINDOW & JAMBSL SUBSTRATE, 15.77e 18.776 1 24, 1 27.778 30.776 6 CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. 1 1 HEIGHT 2 2 MIND SASH HEIGHT FROMTABLE 6. 2 2 17.25 2 2 22.585 2 2 2 2 2821 2 2 1 33,754 2 2 39288 2 2 1 44.639 2 2 50.382 2 2 21 2 56.925 2 ANCHOR TYPE IIV6tilOUW WIDTH C0F8m� 'TYPE n u 'z 8 v t � Z` �u a Q 0 8 0 t � t � -z 8 a P q Nz "ON 2 a t� q N (1 c1 c� a � � �� NO U $ � . N a c� N O v ' c� O�i n � 1 a N v t� Z :a � � a 9 U ` 4z-z a 19.125 EF O, A KL 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 9 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.100 K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 3ZODD b,E,F KL ; 1 9 2 1 2 t 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 S 1 3 1 5 PSF 3 3 3 79 4 3 ff 8 3 4 53 37.0 D,E F,J, KL 1 1 1 1 1 1 2 2 1 2 2 2 Z 3 1 2 2 3 2 3 1 3 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 6 2 6 1 4$ 2 PSF 72 791 79 1 79 1 79 53.125 2 2 2 2 40.000 D.E,F,J KL 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 4 2 4 2 3 2 4 2 4 1 2 3 2 5 2 4 2 4 2 5 2 5 2 4 2 8 1 2 PSF 79 78 79 77 79 79 79 44.0 DX F,J, K,L 2 1 2 1 2 2 8 2 2 2 2 2 3 2 3 2 4 2 4 2 4 2 4 2 3 2 5 2 4 2 3 2 6 2 5 2 4 2 6 2 6 2 4 2 6 1 2 3 P 78 79 70 79 79 71 79 73 78 46.000 D,E,F,J, KL 2 �" 2 1 2 1 2 2 2 2 3 2 3 2 3 3 4 2 4 2 4 2 5 2 4 2 5 3 6 2 4 2 6 3 6 2 4 2 6 3 8 2 6 2 6 2 2 2 PSF 71 79 63 71 79 84 74 86 77 69 601 53.126 D,E,F,J KL 2 2 2 1 2 2 2 2 2 2 3 3 2 3 2 3 2 4 3 4 3 6 2 4 3 6 3 6 2 6 3 3 5 2 67 3 3 8 2 5 3 7 1 '1f' 3 4 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. BASH HEIGHT SUBSTRATE, 15.77e 18.776 1 24, 1 27.778 30.776 6 QQQQ 31.10 ANCHOR w E,�C1� - I -I� "I ~Iacl NU pp A :11- 1 '- 1 a � N s ' V�5 " ~� WTI 99.999.9 1 1 1 1 2 2 1 1 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 21 2 24.000 2 t 1 2 1 2 2 2 2 a 2 2 2 2 2 2 2 2 3 2 1 2 3 2 2 32.000 2 1 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 1 3 4 2 3 37.000 79 2 1 2 2 2 1 2 3 2 3 3 2 3 3 1 3 1 3 3 3 3 4 3 3 4 3 4 40.000 74 2-1-2 1 2 2 2 2 3 2 3 3 2 3 - 5 - 3 3 4 3 4 44.r 98 78 2 2 2 3 3 3 4 3 3 4 3 ff 8 3 4 53 79 48.010 2 3 2 3 4 3 3 4 3 4 4 3 6 3 4 73 58 J22 72 53.125 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 8 3 5 5 3 6 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 - lW ELCO SS4 CRETE -FM 3 - 012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWONG ® DIMENSIONS: HEAD -18 IX MAX. FROM CORNERS JAMBS - 17112" MAX. FROM TOP CORNERS 11 112" MAX. ABOVE THE MEETING RAG. 8" MAX. BELOW MTG. RAIL 16` MAX. FROM BOTTOM CORNERS SILL- ANCHORS NOT REQUIRED DETERMpVE THE ANHCOR QUANTITIES FOR CUSTOM VIEW iMNDOWS FROM TABLES 7, AND S. USING THE DIMENSIONAL CRITERIA OF NOTE 2, USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE S. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 818" MIN. TO 39' MAX TABLE WIDTH AND HEIGHT DIMEN6fON ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LESS. 8. DE 0 1 3 URE LIM TATKINS: SIZE BL CKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAX DESIG PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX, PSF tDP LhgfED) 112 HEAD 2 ,TANS ABOVE 2 MtG. RJL FLU PI HEAD a JANSABOVE d prop crnsvlm MTG. RAIL ° wftdwftw AA .6to ® TABLE 8. KEY: ftlow MAX PSF (DP LMTED) 112 JAMS BELOW 2 MTG. RAIL MTG. RAIL P.aslot�sas ��•— .. _..._�.._.._ ....- - ---. -.... -- -• ' �aearasria tnsama 1?,rbty 8N/� ATTS 10 r 11 4040,20 B svuthuw <D MUERiOR INTERIOR N HEAD AND SILL DETAILS) I. FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI UADE COUNTY APPROVED 114" ELCO TAPCONS OR 114" 834 CRETE -FLEX. MINIMUM DISTANCE FROM A CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1314°. 3.38 KBI MIN. CONCRETE (SEE NOTE 1 a 3) ® 2x WOOD BUCK WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY. USE #12 STEEL SCREWS (GB) OR AN(SEE NOTE 4) (SEE NOTE 2 a 3)® U4° SS4 CRETE+IJM & FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE ln2 MART HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE • ; • :., I SW MIN..114 TAPCONA TOTAL THICKNESS IS LESS THAN 1912 ". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE ;.,',. .•,. •: ► °, fi314° MIN., 114- CRETE FLEX 1 s " INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS OEPICTEO AS 2x ARE I I& OPTIONAL 1x MIN ® THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE WOOD BUCK ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) If B FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF t/4 114" 8683 -T8 AND A MINIMUM OF 1f8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE { MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SH@1 SHIM METAL IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#112 SHEET DETA A DET B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERW ARE MEP. THE RESPECTIVE DESIGN PRESSURES AM ANCHORAGE SPACING FOR TAPOONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUSSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 114° 1318' MULLED n APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 114' MAX 3HIM ► +- � .. 114 MAX SHIM MIN. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT ►' I I WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMEWS OF FM CURRENT, EDITION, SECTION 2663.8.4 (SUPPLEMENT 2068). CONCRETE ANCHOR, WOOD ANCHOR, g '' PH BELOW MEETING FH BELOW MEETTNGA RAIL (SEE NOTE 13, 3)® RAIL (SEE NOTE 2 ✓f 3) 3.38 KS1 MIN. CONCRETE OR 1.6 KSI MW. CMU ® I I CALL 1 osralLSa 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4% (SEE NOTE 4)A DE TAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114° MAX v4° SHIM WOOD FRAME MAX e>oum SHIM �Pbhn��rOYe(!� I WOOD FRAME .131 "13L0. ME � IN• ice! I x 2112" NAIL, .131° DIA. MIN. I � i � � AT CORNERS x 2 lir NAIL + _ _ ND B" O.C. D FRAME AN D B• O.EC. ;Eft 114° 131 °DIA MIN. x 2112" NAIL, AT CORNERS SHIM AND W O.C. DETA F• (HEAD) D ETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE ® �O a ,om>cotwauoarwmre AMCFIOftAGE•DETAILS FJL ttP19M8 $ 7. NoxoM18 R112i8 ' / � Fic t2aA78 A PAN T ISWANCHCI#8 PE soma ALUAr1 SINGLE HUNGIMAIDOW IMPACT 1. z Pe y .�. �� +Kmn FX 8/H08 7/zw :trd0o A?S 11 n 11 4040 0 9 snuodua� SAM NMAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPUANCE OFFICE (BCCO) 140 WEST FLAGUM STREET, SUITE 1603 PRODUCT CONTROL DMSION MIAMI, FLORIDA 331304563 (305) 373 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) WW v n uimldade- rmy/btrlldingeode FPGTIndustr4es - 1070 Technology Drive NWwmis, F16 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The doumentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami lade County and other areas where allowed by the Authority Having Jurisdiction (AIM). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the 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. BORA reserves the right to revoke this acceptance, V it is determined by Miami lade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building 1 - Code, - including the High Velocity Hurricane Zone. DESCRIPTION: Series 0-740 04tnving Aluminum Casement Window -L .L -- APPROVAL DOCUMENT: Drawing No. 70644 titled "Aluminum Casement Window, Impact", sheets l through 13 of 13, dated 12/17/02 with revision "D" dated 06123/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. A� NPACT RATING :' Large Alissile Impact Resistant ; LABELING: Each unit shall bear a permanent label with the manufact u ees name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the pert n== of this product. T ERMINATION 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 Pte. 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 Miammi -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 renews NOA # 05- 112911 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA Na 0"117.1 xptMtton Date: ltlay 22, 2013 ► Approval Date: *sy` 15, 2008 - - Page l PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUMMED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FM 4608 dated 05110105, signed and sealed by Edmundo Largaespada, P.E. (Subndbed under NOM 05-1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No- FM M 4607 dated 05110105, signed and sealed by Edmundo Largaespada, P.E. (Subra&ed under NOA# 05- 1129.11) 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Josh Chan, P.E. (Subbed under NOM 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R No. FTL 3587 dated 10/8/02, signed and sealed by J h Chan, P.E. (Submitted under NOM 03- 11611.02) Mandel Pe r . Product Control NOA No. .11 E*ratlon Date: May 22, 2013 Approval Date: May 15, 2008 E -1 i MT Indastrita NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT°I"ED 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 24113.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of one outswing alunimum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 1013/02, signed and sealed by Joseph Chan, P.E. (Submitted wader NOA# 03- 0611.02) 6. 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 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph. Chan, P.E. (Submiffed wader NOA# 03-0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufachuer, dated 11/21105, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butache PVB Interlayee dated 01/05/06, expiring on 12111/10. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex MG Clear or colored Interlayer" dated 05/04/06, expiring on 05121/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19 /02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19102, signed and sealed by Robert L. Clerk, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for ' th "es C -740 Aluminum Casement Window — L.M.I., approved 3106, e . 2108. Manuel PpM P.L Product Contro er NOA No. 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NW—F,5: LARGE MISSILE WINM—M CONFIGURATIONS OPTIONS NOA DRAWING TABLE OF CONTENTS 1. GLAZING OPTIONS: SHEET A.5fWCAMffVM S COMPRISED OF (1) LITE OF 1t8" x (1) LITE OF 1i8° HEAT STRENGTHENED o x p NOTES .......... ............................... 1 AND & 2 & GLAZING DETAILS ........................ 2 GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVS. — — La�UAL UT9s ELEVATIONS,,.. .................. ........... 3-4 S. 5111" LAMINATED COMPRISED OF (2) LITES OF 118" DESIGN PRESSURE TABLES....... 6.9 -HEAT-STRENG GLASS W/ AN AN INTERLAYER OF q x o & o �a t rr 11R n _ : - _ _ -- - s SECTIONS ......... .............................10 ntn]ntr G311R _ C. 7118" LAMINATED GLASS COMPRISED OF (1) In OF 3/16' uNECUaL LITES CORNER CON ........... 17 ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED o X o EXTRUSION PROFILESS ................ 11 -12 GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. PARTS LIST... .............................12 D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3116" UNSUUAL Lass ANCWORAGE .. ............................... 1,3,4,13 HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1B" HEAT STRENGTHENED GLASS AND (1) 5/18" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVS INTERLAYER. ® F. 13118" I.G. GLASS COMPRISED OF (1) LITE OF 118" ANNEALED GLASS AND (1) 711W LAMINATED COMPONENT WITH AN AIR SPACE. 7116" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/B" ANNEALED GLASS AND (1) 7/18" LAMINATED COMPONENT WITH AN AIR SPACE. 7118" LAMINATED GLASS COMPRISED OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, ?OC, XO, O_X XOX AND Q 3. DESIGN PRESSURE RATINGS I COMPARATIVE ANALYSIS TABLES: A- NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13OD-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98, r C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 6. E. FOR "XX" CONFIGURATIONS SEE SHEET 6, F. FOR j44—XOX` & "O° CONFIGURATIONS SEE SHEET 7. G. FOR N4 'XOX* &'X0" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9, ®4. ANCHORAGE: THE 33 141% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3.4 AND 13 FOR = ADDITIONAL ANCHORAGE INFORMATION, ` WEAK & SILL: MAX. 4° FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS tmaatacr tt�rt�waer MAX. 13" SPACING ON FIXED LITES q w 3 a HPa A,EtglGak::.'%n ` (2) ANCHORS W APART AT MIDSPAN ON FIXED LITE ONLY afac 13 JAMBS; MAX 4° FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN SEE $HEFT 13 FOR APPROVED ANCHORS, 1/4" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9, SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCRt;; WS. 6. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS.USED ON ALL FOUR CORNERS OF THE FRAME. AT REFERENCE TEST REPORTS: FTL -3680, FTL- 3682, FTL- 3567, FTL -3729, FTL4607 AND FTLAM. I � /•ZIfG� FA 3a'J03 a ADD48/ 48 ° I.G.AMOPE GLAaW GIETA6 s TG 8HgEr a NO71'S TABLE OFCONTENTS Know RIG 7/41167 C NO CHANGE DO SHEET R3 T� FA ' w2m o AW W #f. MASS r/M FAND0 ROMAWHORAW, . ALUMJNUM CASEMENT WINDOW, IMPACT _ F.x 4 a - - °°" + coamr� R sazra vmbts salter Caaaa NT3 9 ° 13 7o4s -e D i � 1I6" ANNEALED OR .090 PVB INTERLAYER Q 13!16" NEAT STRENGTHENED 1B" HEAT STRENGTHENED GLASS 6116" LAMINATED COMPONENT 43 GLASS 46 316" AIR SPACE � INTE GT'1-fENED GLASS (B 31 1!6" HEAT STRENGTHENED GLASS 090 PVB RLAYER I '- VW HEAT STRENGTHENED GLASS 40 or NOM. 43 46 GLASS SITE 85 .6S" NOM. 44 GLASS BITE 44 5 NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT 6/16" LAMINATED GLAZING DETAIL 5 13/16" I.G. Wl 6/16" LAMI n .090 PVB INTERLAYER GLAZING DETAIL 3116" ANNEALED OR 67 �:/ 13/16" HEAT STRENGTHENED 3116" HEAT 3/16" ANNEALED OR HEAT 7!16" LAMINATED COMPONENT GLASS STRENGTHENED STRENGTHENED GLASS GLASS AIR SPACE .090 PVB INTERLAYER 43 I/8" ANNEALED GLASS 3/16" HEAT STRENGTHENED GLASS' 41 66" NOM. 43 46 GLASS BITE 86 AW NOM. 44 GLASS SITE eaaz r-p •• :: „h�: r -o a�-� By r � R V 46 7/16" LAMINATED 5 GLAZING DETAIL 13!16" I.G. W/ 7/16" LAMI A `f � GLAZING DETAIL t �vl�di� F.K 42M. 1 a&oanw&Aznvooernas&aDDrsnrto. rmolrcK w.«rr G°LAZWODETAILS JWWW7 F.K Maw C ND CM9NCiE THl83HEE7' 1 b ~� m ••••.�•• ALUMINUM CASEMENT WINDOW, IMPACT F.K 8??GB D ADD MOW. Nr7H87A4tt8w RECEN78'lAppDBM P•48QX OE78 seNxw" awr "y�g,p, Uw&A.Tu„ey PE. N F Q4f1B/a� �"' ra-ras NT3 Z e t3 7045.8 D m� I DENOTES HINGE 74" MAX. WIDTH ANCHOR LOCATION AT HEAD & 3a" MAX LOCATION SILL OF "X• PANELS, DAYLIGHT ANCHOR TYPICAL. SEE HINGE OPENING 1 1A2" LOCATION TYP. DETAIL SHT. 4 TYP. CENTERLINE SEE MID -SPAN i e. ANCHOR DETAIL }� �► 7" TYP. (2) j / / / DAYLIGHT 3• 4" MAX / OPENING La, X 4" �• 13" MAX. O.C. W„ MAX. MID -SPAN ANCHOR DETAIL \ i SEE MEETING HEIGHT (SEE SHT.1 NOTE 4) MEETING RAIL DETAIL \ RAIVDETAIL (SEE SHT. i NOTE 4) ( 4• - SEE MID -SPAN 4" MAX. 141/2" MAX. O.C. TYP. ANCHOR DETAIL TYP. (2) ANCHOR ELEVATION •B• -71X° 134" MAX. WIDTH (SEPRESSURES) E SHEET 7 FOR P LOCATIONS 3W MAX. S3• MAX. 30" MAX. aa,�� (SEE SHEET 1, DAYLIGHT DAYLIGHT DAYLIGHT NOTE: "X" PANEL MAY SWING 400 NOTE 4) OPENING OPENING OPENING IN EITHER DIRECTION r1 f �a SEE MID-VAN ANCHOR DETAIL Or MAX TYP. (2) J / / DAYLIGH G Ala cs OPENING o4am•,siviap�v�aieP�ar1� 13" MAX. O.C. X I ' ` a 7W MAX \ O ! HEIGHT Amens 4 " MAX \ 4r " MAX. �+— 13" MAX. O.C, � 14112• MAX. D.C. VENT HEAD & SILL ONLY 3r MAX VENTTYP. W MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - •"XOX• (SEE SHEETS 7 -9 FOR PRESSURES) FA 9xs a arMaErAeo. " ro7arECAmwCOr XX"8 9fUX"ELEVAT/QN3 RAC 7/1011k1 C AWNWEEAGAAMMA" 19WAM, a91879 FA aavm a C"MMU Hr. W MA-MM" MO roes- va x NUM CASEME'IVT WINDOW tAr1PACT � �� am F.K 18H7A72 CA-740 t 3 d 13 704$8 D m edwdmd DENOTES HINGE 37" MAX. WIDTH 60" MAX. WIDTH LOCATION AT HEAD & 30" MAX. 53" MAX. SILL OF 'r PANELS, DAYLIGHT DAYLIGHT OPENING TYPICAL. SEE HINGE DETAIL SHT. 4 SEE - - SEE I i MID -SPAN MID -SPAN ANCHOR ANCHOR DETAIL DETAIL DAYLIGHT / . SHT. A MAX. / OPENING SITY.3 TYP. (2) / / DAYLIGHT Tom' (4) OPENING / 76" MAX. 76" MAX. 13° HEIGHT 13" HEIGHT MAX. O MAX. I X , O.C. t D " 14112° 4 " �— ►x-13° MAX. O.C. 4° MAX MAX. O.C. ELEVATION "D" - "X" ELEVATION "E" - 1 0" HINGE LOCATED APPROX. (SEE SHEET 6 FOR PRESSURES) (SEE SHEET 7 FOR PRESSURES) moswumm FLUSH AGAINST JAM, ae TYPICAL HEAD & SILL 30" MAX. 97" MAX. WIDTH NOTE: "X" PANEL MAY SWING +mow 1 HINGE LOCATION DETAIL rUA T S" MAX IN EITHER DIRECTION G DAYLIGHT OPENING SEE SEE MID -SPAN MID -SPAN ANCHOR DETAIL ANCHOR I ® SHT. 3 TYP. (2) DETAIL SHT.3 i 69 MAX. D AYLIGHT TYP. (2) OPENING 13" II HEIGHT MAX SEE MEETING MAX. RAIL DETAIL SHT, 3 O.C." � I� � INP. (2) 4 , 141/2° MAX. O.C. VENT 4" MAX. HEAD & SILL ONLY 37" MAX. VE 60" MAX. FIXED ELEVATION "F" - "XO" & "OX° UNEQUAL LITE (SEE SHEETS &9 FOR PRESSURES) Fx arlams s CF0AWSNWFNo.A Ee 9C° "O° "XO ° & °OX"ELEVATIONS FX B-60 C AW N NW VETAl s wwb toa4Tf�V MM Nmf w COYGRIVE F.K. TH4d7.} C � cw}NCEMAacHr,TOTe�a��AacoioTOSr ao.aox�aae ALLIMINUM_ CASEMENT MhIDOW IMPACT r"mw.Fa FK }y}7py FK XWWl� FL =14 U' ' NTS 4 m i3 mma 70958 D mom REPORTS: "X" 28 1 31 1 1 38 318 43 MOTH NEG POS NEGjPOS,NEMPOS NEG POS NEG POE 19118 A -90.0 704-90.0 70.0 -v.0 70.0 -90.0 70.0 -90.0 70.L B,E -90.0 70.0 -90.0:70.0 -90.0 70.0 -90.0 70.0 -90.0 70.6 24 A -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 707 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 701 26112 A -90.0 70.0 -90.0 70.01-90.0170.0 -90.0 70.01-90.0 70.0 B,E -90.0 1 70.0 1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 B,E -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.01-00.0 70.0 - 88.3 70.0 21.0 70.0 21.1 70.0 9,E -90.0 70.01-90.0 - 90.0 70.01-00.0 70.0 -90.0170.0 34 A -75.0 70.0 -75.0170.0 -75.0 70.01-75.0 70.0 -6.6 85.5 8,€ 1 -75.0 70.0 - 75.0 70.0 -75.0 70.0 70.0 -76.0 70.0 38 A 146.0 70.0 -76.0 703 -75.0 70.0 -70.4 70.0 -60.4 80.4 S,E: -75.0 70.0 -76.0 70.0 45.0 70.0 -76.0 70.0 -75.0 70,0 37 A 1 -70 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.o B,E 1.75.0 70.0 -75.0 70.01- 70.0 -76.0 700.01-76.0170.0 .8 61-81-58.9158.9 -58.1166.111 -531 53.8 1 $0.4 .0 70.01 -90.0170.0 -90.0 70.0 -90.0 70.01-90.0 .6 57.5 -54,9154.9 -5 61.8 46.6 48.6 -46.2 .0 70.0 -75.0:70.0 -76,0 70.0 -78.0 70.0 -75.0 .3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 .0 70.0 - 75.0 70.0 -75.0 70.0 40 70.0 -75.0 .816Z8 49.9. 49A46.4148.41-43.5 43.6 -41.1 MOTES: A E 1. FOR INSTAU.A71ONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 012 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. F-K a NO M49 FL SOM5 P.O.'B¢t law AMMf , FL 3W4 I caa�� I NTS 1 5 ° 13 1 - - 7 045.8 1 D 70.0 L--A. Tuner. P.E PE 65M COMPARATIVE ANALYSIS TABLE 3. "W WINDOWS TEST REPORTS: FTL -3682 GLAZING OPTION: A. 5/16" LAMI oArA,.090,118"HS) X X HEIGHT - - "XX" 28 31 38 383/8 43 48 500/8 64 57 60 63 WIDTH NEG I POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 87 A -76.0 70.0 -75.0 70.0 - 75.0 70.0 -76.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 43 A - 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 704 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A 1 -76.0 70.0 75.0 70.0 76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 76.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 53118 A 1 - 76.0 70.0 -78.0 70.0 -7S.Q 70.0 -78.0 70.0 -75.0 70.0 - 75.0 70.0 -76.0 70.0 -75.0 70.01-72.1 70.0 -89.8 69.5 -67.6 67.6 67 A 75.0 70.0 .7&01 70.0 -76.0 170.0 -75.0 70.0 -75.0 70.0 -74.4 -89.8 69.6 45.2 65.2 - 83.0 63.0 -60.8 60.8.-58.0, 68.0 80 A 78.0 70.0 -75.0 70.0 - 76.0 70.0 75.0 70.0 -76.0 70.0 88.4 68.4 -63.9 83.9 - 80.0 80.0 - $8.5 58.5 - 582 58.2 - 53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 .1 70.0 -81.8 61.8 -58.9 68.9 - 56.1 58.1 - 53.8 53.8 -WA 50.4 -47.7 47.7 68 A -75.0 70.0 48.0 70.0 -75.0 70.0 -75.0 70.0 45.5 86.5 -57.5 57.5 - 64.9 54.9 -51.8 51.8 48.6 48.6 -46.2 452 -42.4 42A 72 A -76.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4160.4 - 54.3 50 -61.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 A •76.0 70.0 -76.0 70.0 -73.7 70.0 -87,9 67.9 -62.8 62.6 •49.9 49.9 48.4 .48.4 43.5 43.b 41.1 41.1 -38.8 38.6 81 -1 ABLE 4. "XX" WINDOUYS TEST REPORTS: FTL -3582, FT4 -37 GLAZING OPTIONS: B. 5/18" LAMI (ll8 "HS,.090,1/8"HS) E.13/16" LAMI (II8"HS,3/8" SPACE,5I16" LAMI -W/ IIBW,.0g,1/8"HS) ALL ")W SIZES UP TO 74" WIDE x63" HIGH -75.0 70.0 TABLE S. "X)(" WINDOWS TEST REPORT: FTL GLAZING OPTION: C• 7/18" LAMI (3/16"A,.090,3I16"HS) ALL "XX" $LZES UP TO 74" WIDE x 83" HIGH -90.0 70.0 MaDwr ABLE: 6A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL FTL-46H � GLAZING OPTIONS: C. 7/16" LAMI (3/16A,.090,3/16"HS) F.13118" LAW (1/$ "A AJR SPACE, ? /18" LAM[ - WJ 3/16"A,.09Q,3/16Wi C4 ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH -65.0 56.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCON3 OR 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE 18 LIMITED TO 89.6 P.S.F. iosofacafolo PRESSURES- XX CONF/G. WI NDOWS FK 623A78 0 REV�e eanornf s7cf �cxrarrwN P.06=-- P.06=-- ALUMINUM CASEMENTL4 DOW,llbIPACT uws aTm"e.Px- A0K& a v a+ a - axa ,�* PER�82pi Ff( f7/f7A02 CA -740 NTS 6 r 13 71745.8 D N C OMPARATIVE ANALYSIS TABLE S. 'O" $ "1 1 •1t4 XO ' WINDOVI9 S FTL FTL- 4807 GLAZING OPTIONS: A. SM6 LAW (178 A,.OW,UrHS) 8, 8718" LAMI (118"HS,.080.118'HS) C. 7118° LAMB (3718"A,.OW,3N8H8) E. Mir (iWH&3W SPA 6° I- W/178°H8.W0 F,13n6 178° > + 7n6•LAAAIWt31f8 .oW 1 2 HEI WIO 30M 43 48 1 60 i 00 1 u 07 1 0° 1 "XOX° I NER POs NEG POS NEG POS NEG POS NEG POS NEGIPOS NEO N G PO POs NER NEG P08 POS X Q X A •7 &0 70.0 .0 T 0 -78.0 70.0 •70.4 70.0 .4 - 84.3 61.3 -61.1 8 .1 -47,01472 A 44A -422 2 .7 T 36 72 BE - .0 ,0 -7 &0 10.0 -76,0 70.0 45.0 70.0 .0 70.0 •78.0 70.0 -7 &0 70.0 -784 70.0 -78A 70.0 - 78.0 70. - 0 MOI -W4 70.0 .0 70.0 .0 .0 -90.0 70.0 -9D.0 M. -WA O -W4 .0 -90.0 70.0 •W.0 0 -90.0 70A -W.0 4�0 •88 0 A -76A 7bA -TB.D 70.Q - .7 70.0 -67.9 87.9 -89.0 89.0 -625 828 -49 499 " 74 40.4 435 438 41.1 1.1 .8 U. 37 74 B E - 78.0 70.0 - 764 70.0 -78.0 70.0 -78.0 ,0 - 76.0 704 •78,0 70.0 -7&0 .0 -75.0 70.0 •78.0 70.0 -762 0 - 0 ;4* Q C -WO 70.0 -WA 0 70.0 -90.0 70.0 -04 70. .O 70. •80.0 70.0 -90.0 70. .0 -W -90.0 0 5" 68A -MA A •76A 70.0 •75,0 70.0 -87.8 .8 -82, .1 .7 68,7 -49. 8 •W.8 .0 -43.8 438 -41.1 41.1 388 969 -MA 3912 TO SA - 76.0 70.0 -78.0 70.0 76.0 70.0 - 76.0 70.0 -78.0 70A •78.0 70.0 784 70.0 •78A 70.0 -7810 70.0 2.0 70.0 - a C F - 90.0 70.0 -80.0 70.0 4.O 70.0 -WA 70.0 -90.0 .0 -W.0 .0 •90.0 7 . -90 0 70,0 -VA .0 8&0 - SBA A 70.0 -75.0 70.0 4824 824 ,4 68.4 - 83.3 63,3 •58A 58.4 •63.4 .4 60.0 WA .9 -04.3 44 -41.9 42 84 B - 784 70.0 - 78.0 70.0 -760 - 78.0 70.0 -M 70.0 - 78.0 70.0 - &0 70.0 -784 70.0 -78.0 70.0 -76A 760 C F 40A 70.0 -W.0 70A -90.0 70.0 MD .0 4b 0 70.0 -80.0 70.0 -90. .0 -9D.0 70.0 84 6 0 -7817 70A - -W.0 a &0 -58A 6 &0 -$&0 A -78A 70.0 -70,3170.0 0 88.0 -84.8 64.6 - 68.3 50.3 53.6 •BOA 80.9 -475 47.8 •44.7 44.7 -42.1 421 -W.7 3& 48 W AE - 78.0 70.0 - 78.0 70.0 -78.0 70.0 - 78.0 70.0 -76.0 70.0 - 76.0 70.0 - 76.0 70.0 - 76.0 70.0 -7 &0 70.0 -78.0 70A -7&0 7D4 F 410.0 70.0 =W 70.0 -9D.0 70.0 -90.0 704 -90. 70.0 -8&D 70. 0 -S19 70 - 78.9 70.0 - 4 80 C e &0 -8&0 •78A 70. -88.0 88.0 .9 .3 -81.1 61.1 1 1 -51.4 1.4 8 -48.3 •42.6 42.8 -40.4 40. .4 4 48 96 E -76.0 70,01-75.0170.0 - 78.0 704 - 75.0 70.0 -78.0 704 -78A 70.0 •7&0 70A -7&0 70.D -7&0 70 b -1 &0 -78,0170.0 C 4AA 70.01-00.0170.0 .0 70.0 -90.0 70.0 •9 &0 70.0 .0 704 -WO .0 - 78.0 70.0 •70.7 70.0 -7.3 87.3 $41 64.9 8 &0 Q 76 491.8 9 1.3 61,3 48.3 .3 -62.7 62.7 •48.7 46.7 �4&9 4&9 -43 43.6 41.3 41.3 392 992 .97.1 37.1 80112 101 B -780 70.0 -7&0 7 &0 78.0 70A -76A 70.0 -78A .0 •784 704 -T8A 70 0 - 784 70.0 •76A T &0 -78.0 A -74 3 70 0 C -W,0 70.0 •W.0 70.0 •W.0 70.0 -W.0 70.0 70.0 -812 7D4 -7 &7 70 -70.3 4336 .6 •W9 605 88.0 -826 825 -499 499 A • A 70,0141&7 68.7 •48.7 48.7 •48. 4 .0 60.0 .1 .1 m 2 -422 42 -40.1 1 8318 108 B E -78A 70.0 - 78.0 70.0 - 78.0 70.0 - 78.0 70.0 - 784 70.0 -7&0 70.0 -7 &0 70.0 -760 0 •7 &0 70.0 -78.0 70.0 •72.4 w� CF -W. TO -W 70.0 •90. 70.0 -90.0 70.0 •W9 70.0 •7&4 70D -71.9 .0 -WA .8 -83.0 63. -WA X87 87.3 839 414 49.4 462 462 A - 704 -.5512 682 -47 41.8 -44.5 44 -9.1 49.1 -48.3 48.3 434 -41.9 41,9 -39.8 38.8 -37A 379 - 39:9 3 &9 84 108 BE •7$ 70.0 -76.0 70,0 7&0 70.0 45.0 70.0 •76.0 70.0 •78.0 70.0 -76A 70.0 -7 &0 700 •7810 70.0 -76A - 71.8 70.0 -W.0 70A -0.0 70.0 WA 0 888 7 &0 •78. 704 -70.1 7&0.4 A .81 61.81-0.1 1 86.4 6&4 626 48,4 A - A 170-01-6 57.1 X8.4 146. 41 - 43.3143.3 -4 . 47 - 43.9 43.8 -422 422 40.8 -38.1 .1 -37,2 2 .4 3&4 gpy 5812 111 BA - 764 70A •78.0 70A - 7 &D 709 •784 70.0 - 16.0 7 &0 78A TOD - 78A -M 70.0 •74.3 M - 70.8 70. C F •WD 104 T0. .0 -W,0 7a.0 -84.3 700 - 70.0 4 4 -936 89. �W 1 80.1 -87. -849 649 -81.1 61 1 •436 43A A -7&0 0 -66.2 682 449 44.6 1 421 46.2 - 412 412 - 9 -30.613$J 7 ,7 - 34-8 348 b7 114 WE 75.0 MO - 784 70.0 •7&0 700 -75.0170,0 - 0 70.0 -7&0 70.0 -78A 70.0 - 78.0 70.0 -7&0 70. -73,3 0 89 898 CF -90. 7" - 90.0 70. -W d 70 -81 70.0 -70. 7 .7 -61 1 -667 .7 •W. t4&4 149A 4521452 4MMS A -742 -W,0 W.0 43.4 .9 40.9 9.49 41.3 2 •38.7 33 -37.8 9 -36,f 1 - 34.2 342 8$12 117 S.E •78A 70A - 4 TO -784 MO -78.0 70.0 - 764 70.0 •7&0 70.0 760 70.0 - 78.0 70.0 -71 70.0 -722 70 48.4 6&4 1 undwomw CF 70.0 70.0 W4 0 -W.0 -79.4 7Q.0 0 O $4.8 80.4 .4 $7. 873 84 81 1 X7.8 47, 4 .7 41.7 A -72,8 .0 .A 83A 42.2 -.7 39• 43A -a4 40.4 -W2 -379 3 .6 -W.7 -38.8 8 -1.7 7 8D 120 B,E •78A 70.0 -7&2 70.0 -75 70.0 -78.0 .b -78A 70.0 -78.0 .0 -783 70. •733 70 =71,0 7QA -67.4 67.4 C,F - .01-9 70.0 -90.0 0 -90 70.0 •77.1 0 87.3 -63.3 .3 -W. 4 881 A6LE 7. "O° 6 "114 -f72 -174 XOX" IN90W8 TEST RT: - GLAZING OPTXIN: . 718" 1 ,09D,3! ALL I W M$ UP TO 60° WOE x 63' me" AND ALL "114 - 12-1!4 Xw am UP TO 120"WillExcWHIGH mol nE� TEST -4807, M. O, 71 LAW (3H ,. 18"HS) G.13718" ( ACE, • 73H .uw, ALL Cr TO x ALL "1141 -1 T 120° E x 78• H &R, 68A NOTES: 1. INSTALLATIONS IN WOO OR CONC TO THE FULL DESIGN PRE URES IN THE ABOVE TABLES, USE EL 114° TAPCONS OR S ¢-- � IF INSTALUNNG NTH #12 SCREWS, DESIGN PRESSURE IS UMAITED TO 69.6 P.S.F. l f r RK a AW GL4W rYPEE rOTA%E 6 16M O " &WRES 0 A 114 -112114 XOXWNFK3. *%WWS TW F,K 7f10(QY E NO Cft4NM TM SAWT NOKOW$ Fl91P78 Yew AK cruNC,�as esamnaoTe-Nr.orraN aa r� ALUMINUM CAWMENT!TD IMPACT LwmATaxe aexoeas scar4 Viwbty Perre+ ""i° �'• re 4 B2W F ul7Xl2 GR740 7d7S 7 f3 70438 D nreacry COMPARATIVE ANALYSIS TABLE 8. 'AO" OR "OX` &'I&IrJ -113 XOX" WINDOWS TEST REPORT: FTL-M 1 1 1 GLAZI OPTION* A. 6118" LAMI {1/8`A .090,1/8"HS) 3 3 3 H tt3HT X O X 9(O` 7(OX" 28 1 36 38 318 43 48 50 618 64 67 63 WIDTH WIDTH NEG POS NEG POS NEG FOB NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 $5112 A -75.0170.0 -75.0 70.0 - 75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0170.01-75.0 70.0 •76.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 - 75.0 70.0 -75.0 70.0 - 76.0 70.0 -75.0 70.0 - 75.0 70.0 X (� 49 N3 74 A 75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79213 A •75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -MD 70.0 -75.0 70.0 - 72.1 70.0 - 89.5 69.5 -67.5 87.5 66 84 A -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.01-75.0 70.01-75.0 70.0 -71.9 70.0 - 87.7 67.7 -64.9 64.9 -62.7 62.7 - 80.4 80.4 80 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 148.4 68.4 -63.9 63.9 - 80.0 60.0 -58.5 68.6 -56.2 56.2 - 63.4 53A 64 98 A -75.0 70.0 -76,0 70.01-75.0170.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 68.9 -56.1 56.1 -53.8 63.8 - 50.4 50.4 -47.7 47.7 O X 67.333 101 A -75.0 70.0 -75,0 70.0 -75.0 70.D -76.0 70.0 -S8A 68.4 4582 582 -65.8 66.6 -52.5 52.8 - 48.4 49.4 -43.9 46.9 43.1 43.1 70.917 108318 A -75.0 70.Q -76.0 70.0 -75.0 70.0 -71.8 70.0 -81.8 81.8 -66.1 55.1 -51.9 51.9 -482 46.9 -45.8 45.8 - 42.8 42.8 -40.3 40 3 72 108 A -75,0170.0 - 75.0 70,0 -75.0 '70.0 -70.4 M0 -80.4 60.4 -64.3 64.3 -51.1 51.1 47.9 47.9 -44.8 44.8 42.2 42.2 -38.7 39.7 74 111 A -7$,0 70.0 •78.0 70.0 -73.7 70.0 87.9 87.9 -59.0 89.D 62,8 62.8 40.9 49 9 -48.4 48.4 -43 5 43.6 41.9 41.1 X8.8 .6 ABLE 9. , "XO" or "OX" & "1/3 -IMI /3 XOX" WINDOWS TEST REPORTS: FTL-M, FTL -372 AB►x GLAZING OPTIONS: B. 5/18" LAMI (IffHS,.090,I HS) E 13118" LAMI (U8"HS,3AP SPACE,Sl19" LAMI -W/ IWHS,.tloo,1/8 salter ALL °XW OR "OX" SIZES UP TO 74" WIDE x 63` HIGH AND ALL "113- 113.1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH -75.0 70,Q ABLE 10. `XO" or `OX" & "113.1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL-%w GLAZING OPTION: C. 7118" UWII (3/18"A,. ,3/18`HS) ALL `XO" OR - OX - SWES UP TO 74` WIDE x 83" HIGH ALL "113.113.1/3 XOX" SIZES UP TO 111" VME x 83" HIGH •90.0 7D,0 TABLE 10A. "XO' or "OX" & "113- 113 -113 XOX" WINDOWS TEST REPORTS: FTL-M, FTL4607, FTL QLAZING OPTIONS: C. 7/18` LAMI (3HS A,.0W,3118"HS) F.13118 LAMI (1fi"A AIR SPACE,7 /18" LAMI.W/ 3/1 WA .LG0,3f1 ) ALL `X " OR - OX" SIZES UP TO 74" WIDE x 78" HIGH AND ALL °113 -1 /3.113 XOX" SIZES UP TO 111" WADE x 78 HIGH -68,0 58.0 me finer NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 1/4"M CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 012 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Z er. Date o.oro� FA S aWcxtass ME TO TAM E$ �JC PRESSURES- XO, A 10113 -113 XOX IMNQO FA rnaav c nrowwGETNSSHM7 f � Fx s�zvas a nHpraesnraaaaare-�xrr+rovrxav i ' a v y FkXAL UMINUM CASEMENT MAIDOW, IMPACT i ae grc tzmro2 _ W NTS 8 d 93 7045 8 D n COMPARATNIE ANALYSIS TAsLE 11. "XO" or "OX" 8 "XOX" UNEQUAL M WINDOWS TEST REPORTS: FTL-35W FTL -3682. FTL -3720. FTL4W. FTL4W8 OLAZINO OPTIONS: A. BMB" LAMI (1/8"A,.090.V5°HS) B. 5M8" LAMI (1/8"HS,.090,118"H8) C. 7118" LAMI (3/18"A,.090,3/18"HM E. 13118" LAMI 118"HS 318" SPACE 6/1 LAM1 1 09D 118 F.13118" tAMI 1/8 A ?rib" W/ 8" .0W 311 X Q X 11 1 38 1 38 318 1 43 1 48 1 50 &8 1 64 67 1 80 83 07 72 76 "X OX* OCEp ( N POS NEG POS NEG POSINEGIPOS NEG POS NEGIPOS NEG NEG POS KIM POS NSGIPW NEB POS UNEQUAL LITES A • .0 7010 -75.0 7M0 -75.0 70.0 -74.1 7 A -642 84 8 •80,8 80.8 68.1 58. 1 -68.1 .1 -63 3 83 3 50b 80. 09264 18.125 31.014 B,E - 78.0 70.0 -75.0 70.0 7 &0 70.0 •76.0 7010 -76,0170.0 -76.0 70.0 -75.0170.0 75.0:70.0 -75.0170.0 -78. 7Q. C .0 70. •80. J110 -80,0 70,0 -90.0 70. -90.0 70.0 190.0 70.0 -00.0170,0 70.0 410 70. 66 0 O A -76.0 70.0 89.1 89.1 83.4 &4 -58 5 88.8 - 80.4 80.4 47.8 472 X44.1 44.9 41 A 41.8 39 2 392 -36.9 -�.9 X Q 85.9}9 24 38.918 =0E •760 70.0 •73.0 70.0 •78.0 70.0 -T&0 70.0 -76.0 7D.0 -75.0 704 - 76.0 M. •7610 70.0 •78.0 .0 -73.0 ,0 CY O 70 •9010 •90.0 7 .0 .0 70.0 -90.0 7 O 410 0 70. •9010 0, •90. -89.4 2 70.0 -0.0155.01-N,0155.0 O A 78,0 70.0 4� 6 SOS - 67.2 572 -82.1 82.1 •86.2 682 442.8 522 49.1 49.1 462 462 -43.8 43s i-41.1 41.1 UNEQUAL LITER 95.973 27 42.073 BE -76.0 70.0 -76.0 70.0 -76.0 70.0 4610 "A -76.0 704 -78.0 70, 78.0 70.01-70.0 7010 I F -00. 0 .0 -90.0 70.0 -00.0170.0140.0 70.0 -90.0 70.0 4010 70.0 47.0 70.0 - 81.8 70.0 •772 70 -7&1 70.0 - 86.0 680 .0 K0 -56.0 56.0 A -".0 70.0 3 53.6 -50.41 W.41-54.5 64.5 -50.7150.7 462 48 44.9 449 42.0 42.0 40.1 40.1 .0 38.0 100.649 30 48.049 B,E -76.0 70.0 •75A 70.0 - 70.0 I -78.0 70.0 -76.0 70.0 •78.0 70-01-76.0.70.0 - 76.0 70.0 -75.0 70.0 - 76.0 70.0 Q X F -90.0 ZU ag.0 70.0 -90.0 70.01-00.0 70 -79.6 70.01-73.8 .0 .7 69.7 4M.3 .1 63.1 K01 55.0 - 0 O -822 A •760 7010 49. 40.0 4&3,46A 41.3 51.3 47.4 47.4 46. 42.7 42.7 40.7 40.7 - 38.8 38 -38.8 8 il&M 32 Si.692 9.E •75.0 7010 -75.0 70.0 -760 70.0 -75.0 70.0 •76.0 70.0 -76.0 70.01-76.0 70.0 -?G.Q 70.0 -78.0 70.0 -732170A UNEQUALLITF.9 C F I -W.01 70. - 90.0 70.0 -90.0 M. .0 -70$ 70.0 -732 70.0 64. 1.4 81.4 .8 5 .7 47.7 A - .0 70.0 47.3 47.3 44,0 44, 4810 4810 1 - 44.7 44.7 •42.8 42. -41.4 41,4 39.6 39. - .6 37.8 .7 387 122 33.067 54.627 B -760 70.0 -76.0 70.0 -75-010.0 -76.0 70.0 -75.0 Z .0 -76.0 70.01-715.0 TO 0 -76.0 70.0 - 74.9 70 0 -71.4 70.0 F 1-90.0170.0 - 80.0 70,01-90.0 70. -88.8 -74.0 70.0 A 69,41-64.7 64.7 -01.0 61.0 •511.4 50.4 - 7 7 t 47.7 7.9 44. 44.6 A -76.0170.0 46. 0 143.6 47.9 47.8 - 44.3 44.3 -42.4 42. 41,1 41.1 40.3130.3 .3 .3 -38.6 .8 12&11 34 66.135 9 -75.0170.0 •78.0 1 70.01-76.017D.0 -73.0 70.0 -760 70.0 -75.0'70.0 - 78.0 70.0 -76.0 70. -74.0 70.0 71.0 70.0 G 70.01-K01 70.0 0 88.0 70. - .1 70.0 88.8 .8 .6 1 4Q.5 -57.9 21-514 -472 -44.0 , �, y q A 78.0 70.0 48. 45.5 - 42.8 420 •46.7 46.7 43.1 43.1 41.6 41A 40 402 -38.7 .7 38. .0 36.0 11 120. 34.791 $6.418 B E - 75.0 70.0 -76. .0 •78.0 0.0 -78.0 70.0 -76.0 7 .0 - 78.0 70.0 -75.0 70. - 78.0 70.0 •73.7 7010 - 70.1 70.0 all -90. T 0 70.01-90.0 70.0 - 0 -71.3 70.0 47. 7. 482.8 82 -59.2 •66. 56.6 -53.5 53.81-40.1160. t -46.8 O A -74.4 0 43 43S -41.2 41 4&1 45.1 -41 41.5 40A 40.4 ,0 36.9 -37. .7 -382 362 - 34.3 34. 130 35.m 88 289 B E -7& 7to -78 0170.01-75.0 70.0 -76.0 70.0-75.0:70.0 -75.0 70.01-76.0 70.0 -75.0 70.0 •72.4 70.0 48,0 .8 •1w F 70.0 - 70. 70 •789 89,3 68.3 .8 809 67 .7 .7 - .9 41. 41. A 74. 70.0 -43.6 4 .6 .0 41,0 46.0145.01-41 . 4110 40.3 40.9 .8 .8 -3710 7.8 .1 38.1 .3 34 130 3 30 $8.378 -7 &0 70.0 -76.0 70.01-76.0170.0 -78.0170.01-76.017 0.0 .75.0 •75.0 70.0 -70.0 70.0 -7Z3 70.0 -GU 68,8 F •9010 .0 70. 0 70,0 •79.9 170.01-0.1169.1 ,/ 40.8 SOS 47.4 A .6 6410 4 1.7 MY 48. -4t.8 141.8 A - 0.0 422 39.7 39.7 43. 43.5 40. 40.4 •392 37. 37. -3&7 .7 -fib 3810 .7 .7 134 37 BB 780 7D0 76, 70.0 7510 Z ,0 7 &0 70.0 75.q 70.0 78.0 70.0 780 733 70.0 710 70A -8710 87A F -9D. 70.0 -90.0 70.0 -90.0 70.0 77.1 87.3 463. I) - NK .1 -55.9 0 .0 48. 42.8 -40 4 XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH, �h9+oamayl cad Ac�BCtrs:i" 1 I TAKE 12 8 Hx� G OPTION: D. 7M8" LAMI 31"81 090,3M8°H8 ALL'XOX" SIMS UP TO 134" WOE x 67 HIGH WITH 37" MAX. VENT WIDTH AND O" MAX. FOW WIDTH AND 410.0 70 0 ALL "XO or "OX" SIZES UP TO 07" WIDE x 83" HIGH WITH 3T' MAX, VENT WIM AND W MAX. MED WIDTH ABLE 1710 or X I & IXO UNEQUALL1711WINWIN10 TEST PORT8: 4607 0. 711W i8"H8. 8"H8 G. 13/18" LAMI OWAAR SPACE 7118" I- te"HS,. 3/18"HS ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND O" MAX, PDMD WIDTH AND 45.0 5610 ALL %LO" or "OX" SIZES UP TO Or WIDE x 78" HIGH WITH Sr MAX. VENT WIDTH AND Z MAX. FIXED WIDTH NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES. USE ELCO 1/4" TAPCONS OR 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS. DESIGN PRESSURE IS LIMITED TO 89.6 P.S.F. l { � n _ ( / xawm FA 3sr a aDOGUSSTWEETOTAa.Err PRESSUR UNEQUAL CONFIG. X O OX 8 XOX Caro rEcNmLuwYvNw Ax 7/9W 0 NO CMUM TW SHEET A09DWS, FL 34M mw Fx D CK4KGEAa AND AOD re"W- OffGPrroro P.O. sqx ��e ALUA+IINUM CASEMENT WIND IMPA Luca A. T tffw. P.@. oft N01C06�8. FL 14174 vilimy $spar 9 8tp0e x rain pEoml FX. 12"7102 _ etTeO NTS I 8 d 13 7043.8 D meat t 67 REFERENCE'XO' &'XOX' FRAME 67 REFERENCE'XO' &'XOX' FRAME ASSEMBLY DETAIL, SHEET 11® ASSEMBLY DETAIL, SHEET 11 ® t r. 4041 88 � -- .. _ . 40 41 MAX IGEff MAX. FIXED NI DAYL 5 OPENING a DAY t g 3 IN 55 ,, 6 (SEE SHT. 3) ( ) MAX WIDTH (SEES 3) HORIZONTAL SECTION - XOX REFERENCE "W FRAME , ,--REFERENCE ASSEMBLY DETAIL, SHEET 11® t �® ® ® t II fW es 4o dt 4.- DAYLIGHT OPENING s (SEE 9MT. 3y s SO B 85 40 41 MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX 40 49 fa � IMIDULTRGV�Bp edrrtaft 88 1S CeM. , 10 86® MAX. DAYLIGHT t MAX 6 OPENING FIXED & 86 40 41 HEIGHT OPERABLE VENT HEIGH T MAX VENT (SEE & 3 & 4) (SEE SHTS.3&4) a DAYLIGHT OPENING $ (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) 94 98 HORIZONTAL SECTION -X ' , t eN4HtR1� 46 46 14 S f7 to VERTICAL SECTION VERTICAL SECTION FIXED UNIT / OPERABLE NI U T � J /Zf /off IC a 1 AWwwtaGimmaswnsf SECTIONS FA vow �C;WSHZ pose ALUMINUM CASEMENT WINDOW, IMPACT lsiw. 1� �00— FFx 62M AMAW IMU0 3W4 y .eme a: awe ,a a, LUM A. -rww' P.E. pessom P.K MAIM Be "" � t61 ca rao NM t0 t3 70438 D #12x1 PH TEK SMS FRAME ASSEMBLY IT MAX. O.C. W1(2) SCREWS NOTE: ALL ALUMINUM SHALL BE OF W63-TB TUBE, MAIL: 8083 -T8 T APART AT MID -SPAN 1.378" °X" FRAME JAMB X" FRAME JAMB •�" ® .095' SASH FRAME TOP CO CEMENT BACKING PLATE MAIL: 6063-T8 NdM. 2.918" —� OR BOTTOM RAIL DWG# 7071 ')W FRAME ASSEMBLY DETAIL I-"- 2.784" #8x1 QUAD PH SMS FRAME ASSEMBLY #12x1 PH TEK SMS (2) PER CORNER 434• O FRAME HEAD, SILL, JAMB IT MAX. O.C. W/ (2) SCREWS 2.854" TUBE, MATL. :7-T, ` 3" APART AT MID -SPAN MAIL: 80 022 X° SASH FRAME 00° OVYG# 7002A ' FRAME JA "O" FRAME JAMB SIDE RAIL NOM. _ 1.159" 2.139" O SASH FRAME HEAD, 91LL. JAMB w� � MATT: 608:1 -T8 � DWG# 7003A SASH FRAME ASSEMBLY DETAIL 9(O' & "XOX" FRAME ASSEMBLY DETAIL 08x1 QUAD PH SMS (2) PER COINER FRAME HEAD OR SILL FRAME JAMB 364,4" watw as NO JAL '► i0 2.784" _- 80 FIXED FRAME HEAD, SILL, JANE `J NWT'L:8063 -T8 DWG# 7005A MAIN FRAME ASSEMBLY DETAIL (1/2 ► /vim` - MW W c+ran n er �mn TCCraato�rnxn� EXTRUSIONS & ASSEMBLY DETAILS FA 7lMI03 C NO CfMNwn0stN:6F NOKOMS FL 3aM Isaw ALUMINUM CASEMENT WINDOW IMPACT FA B2T/OB D lF6H88 mmmm Ft XV4 Vai* Berra a arm e� n u9.sein pE 1 PE LI Alt MW D O # P N D Oli GT. 1 70M FRAME- HEAD,SBL &IAMBS 73 7023 OmmmNMSLOCK 2 IISS 78 X1 AD PH 74 7016 SWCIIBLOCKEE 3 7008 6MCCIRMNITY 73 70834A PBX.750QWPN SMS 4 t/2'Xl/r' W dA9E+DCEF1FOAMTAPE 80 70M RUM) WFRASIE- AFAD,SEL &JAMBS S 7003A SAW - 1MBOTCOS &SNERAIIS Bl 1155 781FOA PSXIQUADPNEM 6 1159 78 X1 PHSMS 7010 WDWFRAbMCDIMXEY 7 7017 670177 MM WFAIMMSIRE' .187X.240 83 7067 ALI.A COVES. 8 7009 BASH IM 85 7047 67407 BEAD 3/16°lO 9 7024 MMMULTRPONTLOCK 86 IM Q A1RSP 5/1 10 7026 SUPPMMATE 1 dIB 80 FIA 1 'waA 85 Ahogo YEtt- OxlH7lX�fm II 10.24X.562PA TYPEF 87 line La. (1 01 SPAM Ille!AIMMV 12 7014 TI -ux%Km ER &L.IL 3/16A &3/16HSafA89W1751 .mvmmLAYES!- SOLIT1TAoRDUPON7 13 1157 78X78PPSMS 108 X.975 PH. PN, SIM 1311 IQ WM (tWW AR SPACE, 711 Me DR- 14 7013 ITZIMAGUME & 31UM GIASSWIMAxim YSR- INUM OR IS 7015 MHARASSEMBLY 89 7071 1 67071 ICASIMMIT BACIM RATE (SEE WIT, 4 SHEET 13 16 7028 MAXW DYAD OPERATOR 17 7027 A!MWDUALARMOPERATM 7� .983° m* l8 7030 TOR OASSET 19 7031 PLATE O INSTALLATIQN HOLE COVER 20 32X373 PH.PN 7YPE8 .050 MAT'L: 8083 -T6 21 7032 �@ B H DWQ# 7007 22 78WAA PM S 23 70M 2s 7022 5116° GLAZINQ BEAD 25 7023 MAT'L: 8083-TS 26 TlOx12FP 300 PH; FHL 870 ` �b 30 3116` L1MI ATED OMA& USHS GLASS) DWQ# 7038 " .090 B4TFREATER - SOLUTIA OR DLT?ONTPVB 31 We TAMMATED (I/8HS & I/BIIS OLASS) fig° 1 990INIEREATRA- SOLUTIAORDUFON M 32 �° (3/Ifi & 3 aat FVe ° 13/18° QLAZII,NQ BEAD °1r n6• tan�4ATT1D (3n6N8 & 3r1 atABS) MAT'L 6083 -T6 =7i'ERI.AY»- SOUnIACIRDUFONT OW43# 7047 40 7036 1 16 41 7642 11 1 .124° 43 1224 M47 yIIr1YLHULB WBTP 30 41 7/18 GLAZINQ BEAD 44 LO - x4m- DOWC�IVLLY0M 99508 WV, ® 45 ARABCIAID MAT'L 8083 -TS a ed&fhQF1oi83G 46 1634 6163K ffi OCt4 DWG# 7042 S0 7M BCRTII04 FRAME :128" 2.701 f 51 7040 ISCOWCORNERKEY 52 ISCREEN CLOTTI 082° 53 1635 6163% 1H9 ME- SERRATED 54 331 60976 ICAROdW SCREEN CIP .040" �� 1 �° SS 7Bxl2P8fWf8 VMX.SW mom 67 7004A 67004 Mmm FRANK ASWY. 423° u 7izKWr 1#12XVfRpFM.T9X 69 76u SUPPORTPL.ATE O CASEMENTFRAME �� 76 7012 SPAM 1 O CASEMENT SCREEN FRAME ASSEMBLY TUBE 71 7019 711373 314AP-0NT:HANt>1EKN08 MAIL• 8063 -T6 MATL: 6083 -T8 n 7016 7FLDNO FOLDMHAXDM DWG# 7008 DWG# 7004A t Az/ A:t r FA nearmr� ADD 19/18 GLOSS GWZ80 WM ,WOf ,CGYO ARTSL1S T dEXTRUSI ONS RfC macs c 6OCd1All 4C �,sWs ALUMINUM CASEMENT WINDOW IMPACT F,(( A 6iY 9 6 aOEQtAV•TO /fEl844, ANDAODt 87 B8AR8DB8 POND , f 1488 11jetl6B Mr mot. w. nr ° ri a . PE P.E FA faH>mz bra arra0 NTS 12 a 13 7045 8 D A Ix WOOD BUCK A 1x WOOD BUCK A 2 x WOOD BUCK (SEE NOTE 3) A 2 x WOOD NOTE 3 (SEE NOTE 3) (SEE NOTE 3) 114" MAX. SHIM U4" MAX. SHIM 1/4" MAX. SHIM MAX 1 SHIM —may I - I /4" -- �y 11 E ! N 2 I ASEE NOTE 1 �' SEE NOTE 4 SEE N(�T` c :; f I i � ®SE NOTE 1 ' � ,1 � I - ®SEE NOTE i . A SEE NOTE 4 ' S A FE NOTE 4 ° it 1 III+ ry �i SEE NOTE 4 1 1/2" 1 Ira" 11PP 11NP MIN. MIDI. MIN. MIN. OPERABLE UNIT FRAME OPERABLE UNIT FRAME FIXED UNIT FRAME FIXED UNIT FRAME TO CONCRETE Wr TO WOOD BUCK TO CONCRETE W/ WOOD BUCK TO WOOD BUCK WOOD BUCK LESS THAN 1 112" THICK 1 112" OR MORE THICK LESS THAN 1 112" THICK 1 12° OR MORE THICK 1/4° MAX. SHIM --►{ 114" MAX SHIM ASEE NOTE 1 I ASEE NOTE 1 A SEE NOTE 4T wft , NOTE 4 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMS. 1 1/a° 1 114° MIN. MIN. r R OPERABLE UNIT FRAME FIXED UNIT FRAME "°" 0d0rAdft TO CONCRETE TO CONCRETE NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2112°. SEE SHEET 1 FOR SPA_ING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4"ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 12". lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4.1 S9 BACKING PLATE NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADS COUNTY. FJXC metros B NoMUM TMMWr ANCHORA DETAILS ' im PIC Maw C NC d1ANGE' "W &MT IgplBDNf8, F15fY19 �' uw l FZ allM o Ret�sFNOT AWWWW WTAPCONSasla s F xraaa � ALUMINUM CASEMENT UmnA. m�aPa FcsaaTa �• """ �"' "• Kam Pic M7142 "` Wry T. Cana NT8 13 " 13 70dSB D MM MMAD WAAH DARE COUNTY, FLORIDA NRO-DA DE FLAGLER BUILDING BUILDING CODE COMMANCE OFFICE (BCCO) 140 WEST H AGLER 3TRHET, SUITE 1603 PRODUCT CONTROL DIVISION MIAW FLORIDA 33138 -1563 MM 375 -2981 FAX (385) 372 -6339 NOTICE OF ACCEPTANCE NCE (NOA) vnm mhun1dade aov code � Indu"es, Inc. 1070 Tecllogy Drive Nokoml% FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the 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 imxcediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building tole. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ES Series "IM-710 Alun iumn Horizontal Roller Window - L.M.I. -- APPROVAL DOCUMENT: Drawing No .4127.10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 0915/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., wring the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- -Dade County Product Control Division. SII,E IMPACT RATING: Large Wasile and SmaR Nile Imp - -- pactResistant ' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted 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 pedonnance 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 daze may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 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.T. - - -' - NOAN6_07-4815, - ° + Expi ration Dtate. December 21, 2011 - - - Aj provotDate: Jsmmry 2M Page 1 PGT In` NOTICE OF ACCEPTANCE: EVIDENCE SUBMTED A. DRAWINGS I. Manufacturer °s die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02128/26 with the latest revision "C" dated 04115 /2007, prepared by PGT Industries, Inc., dated 08110/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS I. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4858, dated 03/08/2006, signed and sealed by Edmwido Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: l) 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 24113.2.1, TAS 202 -94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared. by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) Manned Per Product Control NOA No 07 % Expiration Date: December 21, 2011 Approval Date: January 03, 2008 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC 20 4, prepared by PGT Engineering, dated 10126/06, .signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Ltterlayer" dated 01/05/2006, expiring on 1211 U/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/2212003, expiring on 04/14/2008. F. STATEMENTS L Statement letter of compliance, and no financial interest, dated 08 110 /2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/0812006, signed and sealed by Edmundo Largacspada, P.E. (Submitted under NOA# 06-0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", approved on 12/21/2006 and expiring on 12121/2011. Manuel wren, Product Control NOA No 07- 0815.09 Espiration Date: December 21, 2011 Approval Date: January 03, 2008 E -2 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A ia�1t Or (2) (2) LITES OF 118' ANNEALED? GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVS INTERLAYER S: Or LAMI CONSISTING OF (1) LITE OF Ile ANNEALED GLASS AND (1) LITE OF V8' HEAT STRENGTHENED GLASS WITH A.00 DUPONT BUTACITE OR SAFLEXfKE(PSAFE MAXIMUM PVB INTPALAYER. C. 6118° LAMI CONSISTING OF (2) LITES OF IV HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLOWESPSAFE MAXIMUM PVB INTERLAYER D. 7110' LAMI CONSISTING OF (2) UTES OF 3110` ANNEALED GLASS WITH AN :080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E. 7110" LAN CONSISTING OF (1) LITE OF 3710' ANNEALED GLASS AND (1) LITE OF WIS' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLE>iI EPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER, SHEET F. 7116' LAMI CONSISTING OF (2) LT1E3 OF 3118' HEAT STRENGTHENED GLASS VJITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER GENERAL NOTES.....:...._. I GLAZING DETAILS............ 2 G. 13110° LAN IG: (1) Ltlt OF 11W OR SMS' ANNEALED (MIN.) GLASS, SMS' OR 316' AIR SPACE AND 6/I6' LAN CONSISTING OF (2) LITES OF IV ANNEALED GLASS WITH A DESIGN PRESSURES.. — 3 .080 DUPONT SUTACITE OR SAFLEXREEPSAFE MAXIMUM PVB INTERLAYER ELEVATIONS........._....... - 4 MT. SEC11ONS ... _........ 6 14.13116' LAMi 10: (1) LITE OF 10 OR 3118' ANNEALED (MIN.) GLASS, 6110' OR 30 AIR SPACE AND 6110' LAM) CONSISTING OF (1) LITE OF IV ANNEALED GLASS AND (1) LITE MOREL SECTIONS--- 6 OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT 13UTACITE OR SAFLEXAKEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST .... ... ... ._ ...... ... S EXTRUSIONS, ... ......... .... 7 L 13118° LAN 10: (1) LII•E OF 118' OR WIM ANNEALED (MIN.) GLASS, SMS' OR 318' AIRSPACE AND 5110• LAN CONSISTING OF (2) LITES OF IV HEAT STRENGTHENED CLASS CORNER DETAIL _ ... ........ 6 WITH AN .= DUPONT BUTACITE OR SARDUKEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE.. .... __ .. 6-11 J. 13110' LAMI IQ (I) LITE OF IV OR 3118' ANNEALED (MIN.) GLASS, 3118' OR 114' AIR SPACE AND 7110' LAMI CONSISTING OF (2) LITES OF 3MW ANNEALED GLASS WITH AN A80 DUPONT BUTACITE OR SAFLEXXEEPSAIV MAXIMUM PVS INTERLAYER. K.1311(' LAN IG; (1) LITE OF 118' OR 311W ANNEALED OWN.) GLASS, 3118' OR 114' AIR SPACE AND 718° LAMI CONSISTIN OF (1) LITE OF 3140' ANNEALED GLASS AND (1) LITE OF 3f1S' HEAT STRENGTHENED GLASS WITH AN .090OUPONT BUTACITE OR 9AFLEXIKEEPSAFE MAXIMUM PV13 ONTERLAYEi. L 13116° L VA 10, (1) L ITS OF 118' OR 3118' ANNEALED (MIN.) GLASS, 3116° OR 114" AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS WITH AN ,0 0 DUPONT SUTACITE OR SAR EXRXEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: • O_,,X a XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATM DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES AM E 1301 -02 S. POSrM DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02, 4. ANCHORAGE: THE 33113`Yu STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS, PRODUCT RgVtsRD rat wuaptgWg wGA 0m Ntotkl9 S. SHUTTERS ARE NOT REQUIRED. e, r:d 3p co k, Asa�rmwn Noo 0 $ayhwhm XJate e S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. �7. REFERENCES: TEST REPORTS FTL -4868, FTL -4889 AND FTL -6330. on ELCO TEXTRON NOA: 040721.01, 03-0225.08 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL ®8. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, Clt{jEW4MC>Hpp4JNG THE HIGH VELOCITY HURRICANE ZONE (HVRD. F.K 4M0/07 C ADDFTI•$930t0NO7ES7 &CHt6 NDTE87D EDR. GENERAL RIO.? y / F.K 10/17lw 8 CHANGE - 02 1 NOU�� i / . . UIM. HORIZONTAL ROLLER WINDOW, IMPACT L FA 6MAO A ADDAIRSPACEDIM. NOTE I, TECH. REF. NOME 74 NOTE& PA.?0X1— A4L a� +mrr PE 12 NaVOW. PL 34274 vubl7 otiler FA ?120100 .r.�. s Hft.M NTS i w 1 i 4127.10 C Sktmhv t 21 50 21 5U INTER 53 Ire NOM. 55 11Y NOM. LS SEC TIONS) I OR [ � WL GLASS SITE GLASS SITE 51 8p,81,82 51 83,84,65 +— V8' ANNEALED OR HEAT STRENGTHENED GLASS 3118° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .080 SOLUTIA OR DUPONT PVS INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 9118° ANNEALED OR HEAT STRENGTHENED GLASS 6MS' NOM. 7116' LAMINATED 5/1IP LAMINATED OLAS6' 7116 LAMINATED GLASS 21 r� y so 21 Sd U l it NOM. 1W NOM. 59 GLASS SITE 59 GLASS SITE 52 52 68,87,88,89,70,71 72,73,74,75,78,77 m c.M U y ' h, ft E0 �r�� xcndn,m oda 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3M8' ANNEALED OR HEAT STRENGTHENED GLASS aocs7rrn roNo OtI 090 SOLUTIA OR DUPONT PVS INTERLAYER .090 SOLUTIA OR DUPONT PVS INTERLAYER sxphtom Qaw 1f3' ANNEALED OR HEAT STRENGTHENED GLASS 3/1 S° ANNEALED OR HEAT STRENGTHENED GLASS AY 6118' LAMINATED 718' LAMINATED mlowtuaft Pwdum CT SMS" OR 318" AIR SPACE 3118° OR IM AIRSPACE if6' OR 311V ANNEALED (MIN.) GLASS 1/8' ar 3118' ANNEALED (MIN.) GLASS 13118' NOM, 13116' NOM. 13118 LAMI IG GLASS W/5/16 LAMI 13/16" LAMI IG GLASS Wl 7116° LAMI Fx 4ftSW C NO CHANGE 7HlBatfEEr tomtea+NO�acavuave GLAZING DETAILS � y, p d pit fOh7/OB a NOCHNYQETH/8 MW NOROL9$ R 347re T TM Fit rvr3�e a aanamavaCEana TouumronEraas P.o.9wc1a7B ALUM. HORIZONTAL ROLLER IMNDOW, IMPACT Ro l �pF tkam, ep Dem: tlls�l N010". FL 34714 Visibly Better a am+e� PE#M2 FX 2/d" Ja mm NR7f0 F ll 2 d 11 4127.1p C BEmnhne1 i - i TABLE 1. XOX (114,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W /SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 60 6/8" 84" or or 84" A B,G,H +00.0 -60,0 +60.0 60.0 +60.0 •60.0 +6010 -60.0 +80.0 -60.0 +80.0 1 - 60.0 +80.0 -60.0 +60.0 1 -60.0 "" A,B,G,H +60,0 -60.0 +60.0 -60.0 +60,0 - 80.0 +00.0 -60.0 +60.0 -60.0 +60.0 -60,0 +58.8 58.8 +56,2 -56,2 108318" I AB,G,H +50.0 -60.0 +60.0 40.0 +60.0 -00.0 +60.0 -60.0 +Sb.0 -$0.0 +60.0 - 60.0 +66.2 -- 55.2 +52.3 52.3 1 ffl" A,B,G,H +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +60,0 - 80.0 +60.0 -60.0 +6D,0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +80.0 -80-01 +60.0 -60.0 +60.0 -6_ I1.0 +69.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -80.0 UP TO 111" D,E,F, J L +75.0 -75.0 TABLE 2 XOX (113,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W1 SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO es 7116" GHQ' +60.0 -80.0 TO Be 7116" D E F, J,K,L +75.0 75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW FIGHT -- W1011t TYPE 26" 36" 38 318" 48" 50 618" 54" 60" - or K+76.0 -75.0 +75,0 75.0 , +75.0 75.0 +75,0 -75.0 +76,0 76.0 +1&0 -76.0 +75,0 76.0 +76.0 -75.0 " A,B,C3,H -76.0 +75.0 -75.0 +76.0 -76.0' +76.0 - 76.0 + 6J0 =76,(1 +76.0 76.0 +74.2 -74.2 +70.2 -70.2 A,B,G,H -76,0 +75.0 -75.0 +75.0 -75.0 +7S.0 -75.0 ; ±75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +05.2 -65.2 74" A B,G,H -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 76.0 +75.0 -75.0. +76.0 -76.0 +08.1 -e$,1 +83.8 -63,$ �`� • " C,D E,F, act :3r.:- "tmareFlma�. UPT074" 14, K, L +75,0 -75.0 umo GLASS TYPES: TES REPORT FIL4858 (XO)q, FTL -4859 (OX & XO) AND F rL -6330 A. 5116" LAMI - (1/8" A, .090,118" A) G. 13/16" LAMI IG -1/8" OR 3116A, 5116" OR 3/$" AIR SPACE, 5116" LAMI - (1/8"A, .090,11WA) B. 5/16" LAMI - (118" A, .090,11W HS) R 13110" LAMI IG -1/8" OR 3/10'A, 6110' OR 3/8" AIR SPACE, 6/16" LAMI - (11$ "A, .090,1/8"HS) C. 5/16" LAMI - (118" HS, .090,1/8" HS) L 13/10' LAMI IG -1/8" OR 3/1$ "A 511W OR 3/$" AIR SPACE, 5118" LAMI - (1/8°HS, .090,11$"HS) D. 7116" LAMI - (3/10' A, ,090, 311(" A) J. 13116" LAMI IG -118" OR N16 "A, 3110' OR 1/4" SPACE, 711$" LAMI -(311W&.090, 3116"A) E, 7116" LAMI - (3116" A, .090, 3/16" HS) K. 13116" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/10" LAMI - (VUrA, .000, 3116"HS) �� -�- F, 7116" LAMI - (3/10" HS, .090, 3116" HS) L. 13116" LAMI IC -1/8" OR 3/15 "A, 3116" OR Of SPACE, 7/10' LAMI - (3/10'HS, .090, 3116-HS) Fic 4BW p C MO M aR& MV OPTION A UM4TEASTINE IM-02 DR FJC 1W171M B R ,� OKChV o DES /GN PRESSURES ��/d 7 EV/9EDPTABLESTOAS7MEf300-02 NdSOMI8,t13427b *� F.K d/13A8 A ADD AIR SPACE OIMBJSfO GL468 TYPES 0 THRU L vo.aox�eaa HORIZO ROLLERW/NDOW, IMPACT �L FK J.J. Noxon�IS �3oz�4 Vwstbly8arrer hwle wm 3 s 11 4927 -90 (; FE #M2 27 3V 27 3V 27 sw MAX DLO 54 6M0` MAX DLO FDCED MAX. DLO +— MAX. DLO � Q VENT D D __... .... - . �. PENT FDO� B 8 B 8 : - - _ X o x I � 110° MAX. WIDTH LF. FRAME — I� - 05 7/18° MAX. WDTH I.F. FRAME"- -� I� ---� -- t 11" MAX WIDTH FLANGE FRAME I Y� —> 7r16° MAX. WIDTH FLANGE FRAME DETAIL 9 - XOX (1/4-1/2 -1/4) [DETAIL C - XOX (1/3- 113 -1/3) NOTE: 33 9118• MAX. 33 9110° MAX. 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C : �~ DLO VENT SEALANT OR GASKET FLANGE AT HEAD AND SILL p FEE 15 87 aw I CONFIG. MAX / / MAX DLO ALL DLO ALL — — 15 I.F. FRAME ��. ; ^•s::: � aa�tseD FIXED / / VEPff$ MAX OmFIMM 82` LITES v v:.b I.F. FRAME: ;::rMa Nn iS 0 X C NFIG. umcanao 1 _ 13 FLANGE FRAME c I r' t3° MAX vvIDTH LF. FRAME --y ® VIEW D-D Q 7 � MAX WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) DETAIL A - OX OR XO /l F.K 4/tahn c w COM9TRUCnoNt)ErnrcFROae & 10MTeemoLaovofew ELEVATIONS F. iII3= A N0aNN ETtflSSHEEf P.o.egxtsxe ALUM. HORIZONTAL ROLLER WINDOW, IMPACT L G.WK RE , NoKOws. FL aura vv:by 6errer 1 C a F.K --m Jr a/23/Oa tmyto NTS 4 a 11 4127 -10 INTERIOR 37 32 35 39 1 22 16 2 EXTERIOR INTERIOR 13 a1 MAX. VENT OLD MAX. F IXED DLO MAX. PENT DLO MAX. WIDTH (FLANGE FRAME!,; EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION -XOX SHOWN WITH FLANGA RAMS) MAX INTERIOR 17 35 32 37 39 FLANGE _ MAX FRAME Q VENT DLO 16 MAX. FOXED DLO 22 MAX. FIXED DLO MAX. VENT DLO 43 MAX. WIDTH (I.F. FRAME) --- 21 EXTERIOR SECTION A A 24 N. F (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIRAME) 8 22 21 41 22 A 2 rno�v tmzvt5e0 24 EXTERIOR INTERIOR Eel Ov& 7 12 tstimtOmo r o // 21 7 EXTERIOR INTERIOR 10 6 10 SECTION C-C © Q 42 SILL HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) Q (VERTICAL SECTION, I.F. FRAME) Q FA 4/1507 C ADO1NIVORUM VFHAIVtE,0EM341,42AND43 AND VISM. DANE sECnolvs A� / FA 9 a NO CHANGE 7H/5 t � B ' X27° ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 0 � �fiy aft P.a�xtsm Rvt�t Gk F.X. 13418 a NO CffM4QETHt9 aHEET rooKOtms m. 34274 v[�rbly tierrer re PE%V12 Fdi z2ero8 �� ° dg tne7t5 Naff 6 a ii 4127 -10 C g � DWG#IREM DISCRrMN MAIL PGW DW(w DocRwwN 1t4AT'L PG-o 1 4102 A IFIANGLIFRAMPMAD 6063T6AL 612237 66 CLASS 13/l6"LAMIlGl/8" 3/8"AIRSPA 5/16"LAMI 1/8" .090PVB 118"A 2 4025 SASHSTOP . ANITLIRI 6063 -T5 AL 6IM44 67 " 13116P LAMI 1Gl/8"A,3/8"AIRSPA SAW LAW 118" .090 1 /8"HS 3 #8 X314 PH PAN BEAD 7834AA 68 13116" iAlriT IG3/8 "A, 318" AIRSPACK 5116" LAMI 118 "HS .090PVB, I/8 "HS 4 4053 SASHSTOPtXJVFR SASHSTO 6063 -T5 AL 69 " 13/16"LAMIM311WA,5/16"AIRSPA 5 /16"LAMt 1 /8"A,.090PVB,WA 6 4136 FLANGEFRAME SILL 6063 -T6 AL 64136 70 " 13116" LAW IG3/16"A, 5/16" AIR SPACF 5116" IAIVII 1 /8 "A A90 lL 7 4137 SILLADAPPOR 6063 T6AL 64137 71 " 13/16" 1"l IG3116 "A, 5/16" AIRSPA 5116" LAMI I/rHS, .090PV8, U8" 8 4131 ROLLERTRACK 6D63 -T6AL 64131 72 " 13116 "LAMIIGI /8 "A.V4"AIRSPA 7 116"LAMI 16"A .090PV6,3/16"A 10 712991 WW HOLECOVFR POLYPROP. 71296 73 13/16" LAMIIGI /8" 1/4" AIR SPA 7/16" LAMI 4 .090PVik3/16 110" 12 16261 l ADHGSlW- OPENCELLFOAMPAD 7PAD1626 74 " _ 13 /16" LAMI IGl /8 "A,1/4 "AIRSPA McLAMI 16"HS,.0"PVA3/16" 13 4002 A RANGEFRAMEJAMB 606346AL 612225 75 " 113VIW LAW IG3/16"A,3/16 "AIRSPA 7 /16" LAMI 16 "A .090P 3116 "A 14 4134 GASM FOR MAINFRAME S LLJC)W 74134W/K 76 " I 13/I6"LAMIIG3/16", Y16 AIR SPA 7 /16"LAW 1&A .090PV$ 3116"A 15 1155. #$ X 1 D0 ADPN SMS 781 77 13116" LAMI IG3116" 3116" AIRSPA 7/16" LAM1 16" .09DPVB, 3/l6" 16 4110 0 SCREEN ADAPTOR 6163 -T5 AL 641101 90 1014 I jSMMFRAME(fl0F,&VM) 3105 -HRAL 17 4054 B FIXFAMEEUNGRAIL 6063RD -T6 AL 64054A 91 1630 1 ISCIUMCORNERKRYW/RNGS POLYPROP. 19 4066 WSTP -187 X FIAT SEAL 64MG 92 1631 SC12F2dB CORNER KEY W /OUT RINGS POI YPROP. 21 4105 1 ISASHTOP&BOTTOMRAIL 6063 TS AL 612240 93 1073 SCrdMK SPRING STST. 22 1683 lWSTP.2MX2MRA G7C, FIN SEAL 616M 94 1624 SCREHV SPLINE -.135 DIA. FOAM Em PVC 23 225.1 lROLLERHOUSINO&WDE 42LUM 95 1635 SCRF,FTISPM VIA. HARD BMPVC 24 226 BRASSROUERWHE" BRASS 7BRWH12 96 SCREEN CLOTH 29 412$ 1BORMONTALROUNtSAS14TOP GUM POLYPROP, 441280 32 4006 D SASH MELWINGRAM 60MBS -TEAL 64006 2710 - - 1 33 1235 _ WSCP 170X =3AM FIN SEAL 67SI60 35 1096 SWMPlATCH DM-CAST 71096 36 1016 #8 X .625 PH. FL SMS 7858 37 . 4126 SASH SIDE RAIL W63-T5 AL 64126 38 1683 WSTP.,:250X.274BACK, FIN SEAL 616830 34 70M BU LBWELmRST'RIP.197X.275 670708 40 1 ILIFT RAIL COVER CAP 74078"C" L OR R 41 4139 1 jl.F.VRAh4EB]EAD 6063 -T6 AL 64134 IA 42 4140 M PRAMESILL 6063 -TEAL 64140 ® 41 ® 1.F: FRAME HEAD 43 4141 LEFRAMEJAMB 6063 -T6AL 64141 41301.8003 T8 50 iUA2MSnXON%D0WN9,M0R UIVALL>J�9I 51 1224 VINYL.GIA GBEADB PHI 6TP247%KK PftCV=RffVWM 52 1225 VINYL GiAZM WAD BULB 6TP248K 2784 r� 8mVtda 53 4039 B GLAZINGBFAD -5/16" 6013 -TS AL 64039B 54 4044 B OLALINGBPAD -5116" W/M LKIT 6063 -TSAL 644703 bee y � 9 3.162 55 4222 A GLAZIIdG BEAD - 7116" W63-TS AL 64222 8p 56 985 C (1<ALING BEAD -7/16" W /GRlI LKIT 6063 -TS AL 6985 0 � 59 4067 GLAZING BRAD - 13116" 6063 -TS AL 64067 1 ' 60 GI AS 5/16" LAMI 118" A,090 PVB,1/8" A 43 I.F. FRAME JAMB 61 1 " 5116" LAMI 1/8" A,.090PV8,1 /8" HS ® #4141, BO TB 62 5116" LAMI 8"H 49DPVB l /8" H 63 7/16" LAMI 016"A .090 M 3/16"A) 2.710 -j 64 " 7116" LAMI 16" A .090 PV 3116" I.F. FRAME 65 " 7/16" LAMI 16" HS — 09D PVB, 090 3/16" HS 42 #4140.8083 -T8 IL // FK arls/or c AOOrrEMS41,42 &49 RTSLIST f FK 10/1708 B NO GWM TH69 811EET 1 Nooms, FL 3075 FA 5/19!08 A AOO SPACE OMMMJIONS trM N 9NRV 77. P.0.9Sst 1s� RI.UM. FIOR/ZONTRL ROLLER W/NDOW, IMPACT L C" P.E. amx �ra Vbib& Batter am uay. aQasyw n� Noxonms FLaY17 PE 939712 FK 7/Z8+08 Jd S 1m719 NTS 6 - 19 1 4127 -10 C I+ .738 3 62 }+ 1.443 -+ 1. . 1 3 O SASH STOP COVER #4063, -T5 1. 2.710 ----y �'• -- 2.710 ---►� FLANGE FRAME HEAD FLANGE FRAME SILL O FRAME SILL ADAPTER -2.784- #4102A,8083 -TB #4138,6rT6 84137,6053 -TB 1.3 i 082 �1 1. tl81 13 FLANGE FRAME JAMB � #4002A, 8003-T6 4� h-1 1 .45 f } SASH STOP HORIZ ROLLER TRACK 17 FIXED MEETING FAIL J #4=, 8001 -T6 -/ #4131. W83-T8 A4�48. 8083RD TB n�:, 2 0 2. � 1. 7 —4 1.os1 1281*ry 10 �WW 1 21 SASH TOP &BOTTOM RAIL 82 SASH MTd. RAIL 37 SASW SIDE RAIL t3LAZING BE 5116" #4133,&X0 -T5 #40o6D, #4128,8083-75 l J "=13,6003 tg raonucrnavrsan 1 mo f-o °O �L �p .878 •� �J�, 878 -.oC� 1.0 ; 1.088 -1 "'- T T (, GLAZING BEAD, 5/16" 55 GLAZING /18" 58 GLAZI aoe376 59 GLAZI BEAD, 13116" J #flaws, ew3-TS (USED W/ GRU Kn) (USED W/ GRU Kn ) Fit L410W &BANO YOETHIB SHEET FJ6 M *ffT MWMM WM EXTRUSIONS AK 46TW SHEET PG anot � — ALUM. HOR ROLLER WINDOW, IMPACT R~ � �. Pe FJC NWtOM18,R342T4 VtslbFy Betar fmff 7 a 11 mm 4127.10 c PEA ANCHOR QUANTi17ES, XOX VX-1/2 -114) WINDOWS TABLE 4 NOTES: GLASS TYPES NS,C.G,H.I GLASS TYPES all.AK,L 2 3, WOOD 2, CON( 1, CON( 2,3, WOOD Z CONC 1, CONC 1. ANCHOR TYPES: ANCHOR TYPH 1 -114' ELCO TAP(X)NS 2 -114° ELCO SS4 CREPE -FLEX 3 - #12 STEEL SCREWS (0}b) & 8UASTRAT6 ZONES ZONES ZMES ZONES 2DWS °� a� m � 2. GLASS TYPES: 1N114DOW 812E I EAD & SILL HEAD& SILL x HEAD & SI.L HEAD & SILL HEAD & SILL HEAD & SILL A. 5116' LAN - (118' A..090, lt8" A) V I B. rill S' LAMI - (1Ar A,010, IIS- HS) 4,.090 63.128 x 38.376 1+C2+1 +C2+1 2 1 +C2 +1+t2+1 2 1+02+1+02+1 2 1 +C2+1+C2+1 2 1+02+1 +C2+1 2 1 +(8+1 +(2 +1 2 C. -1/1 S' LA • (1/8° HS 0W. 3 11° HS) D. 7118° LAMI • (31iti° , 3M8" A) 4&000 1 +02+1 +02+1 3 1+C2+1+C2 +1 3 1+12+1 +C2+1 3 1+C2 +1 +(2+1 3 1 +402 +1 +02+1 3 1+C2 +1•Hx +1 3 E, 7/18' LAMI • (3118° A,.080, 3MIr HS) 60.828 l4c2 +1 +02+1 3 1+02 +1 +02x1 3 1+02 +1+02+1 3 1+0x+1 +02+1 3 1 +C2+1+CL +1 3 1+t� +1 +(�+1 3 F•7HB°LAMI- (3118°HS»M,3H8°HS) G. 13/18° LAM[ IG- 118' OR 3118' A. 8110° OR 3V SPACE, 5MS' LMU - (118° &090,118' A) 5&WD 1+C2 +l +Cx+1 311+C2+1+02+1 3 1+C2+1 +C2+1 3 /+C Z+1 +(2+1 3 1+402 +1+C2+1 3 1+C2 +1 +C2+1 3 H. 13/18' LAMI IG - UP OR 311 S' A, 6MS' OR 341' SPACE, 618' LAMI - (118' A 1!8° HS) 60-WO 1 +Cx +1 +02+9 3 1+02 +1 +02+1 3 1 +C� +1 +02+1 3 1+0x+1+0.+1 3 1 +02+1 +C2+1 3 1+02+1 +C2+1 3 I. 13118° LAMI IG • 11&' OR 3118' A. 6118' OR 318' SPACE, 6118' LAMI - (i18° HS » 090.1/8° HS) J. 1311V LAN IG- IW OR 3MS° A, 3/18' OR 114' SPACE, 7MW LAN - (3118 - A .D9D, 3116' A) S+.= 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1+C2+1 +02+1 3 1+02+1 +(2 +1 3 1 +C3+1 +C3+1 3 K. 1318' LAN 10 -1)" OR 3/18'& 318' OR 114 7/18° LAMI -(3118' A DW, 3118' HS) W.0Ox 3&378 1 +C2+1+Cx+1 2 1 +C2+1+= +1 2 1•H2+1 +C2+1 2 1 +02+1 +C2 +1 2 i +C2+1+C2+1 2 1 +C2+2+C2+1 2 L 1318' LAMI K3 -118' OR 3tlW A, 3M8' OR IW SPACE, 7M8" LAM - (Mfr HS,.OW, 3MS° HS) 49.0100 140W +1 +02+1 3 1+C2 +1+02+1 3 1+C2+1 +C2 +1 3 1+0x+1+02+1 3 1 +C2 +1+C2+1 3 1+C2+2+0241 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING saAM 1 +02+1 +C2+1 3 1+(x+1 +(2+1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2+1 3 1 +02+1+C2 +1 3 1 +02+2+02 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 69.E 1 +02+1+C2 +1 3 1 +Cx +1+02+1 3 1 +02+1+C2+1 3 1 1+C2+1+02+1 3 1+(2+1+02 +1 3 1+C2 +2+C2+1 3 HEAD & SILL' 10112' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 00.= 1+02 +1+C2+1 3 1 +(2+1 +02+1 3 1 +C2 +1+C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +02+1 9 1+C3+2+C3+1 3 2 3/e MAX FROM CORNERS' JAMBS: W MAX. FROM CORNERS AND 22112' MAX O.C. 83400 1+(241+C2+1 3 1 +C2+1 +C2+1 3 1 +02+1+02+1 3 1+C2+1+C2+1 3 1 +C2+1 +02+1 3 1+C3+24C3+1 3 TABLE KEY: 74.000x3 &376 1 +02+2+02+1 2 1 +02+1+02 +1 2 1 +C2 +2 +02+1 2 1 +C2+2+C2+1 2 1+C2+2 +02+1 2 1 +C2 +2+42+ -1 2 X 4 48400 T +C2 +2+C2 +1 3 1+C2 +1+02+1 3 1 +02+2+(:2 +1 3 1 +C2+2+02+1 3 1 +C2 +2+C2+1 3 1+C2 +2+02+1 3 1+(344+(3 +1 3 ANCHOR QUANTITY PER JAMB M828 1+C 2+2+02+1 3 1+C2 +1 +02+1 3 1+C2 +2+402+1 3 1+C2+2+C2+1 3 1+(2 +2 +C',2+1 3 1 +02 +2+0x+1 3 HEAD AND SILL ANCHOR QUANTITY. 51.01 1 +C2+2+C2+1 3 1+C2+1+t2+•1 3 1 +C2+2+C2+1 3 1+tx+2+C2+1 3 1+C2+2+CZ+1 3 1 +C3+2+C3+1 3 A CLUSTER OF (3) ANCHORS CENTERED 80 OOp 1 +Cg+2 +(x+1 3 1 +02+1+02+1 3 1 +12+2+02 +1 3 1 +0 2+2 +02+1 3 1+(2+2+02+1 3 1 +(2a2+C3 +1 3 AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT 61000 1+CC I++2+C2+1 3 1+C2 +1+C2 +1 3 1+03+2+03+1 3 1 +C3+2 +C3+1 3 1+C2+2+02 +1 3 1+C3 +2+C3+1 3 PLUS (4) ANCHORS AT FR(ED SECTION. 84.0)002 39:376 1 +C2 +2+02+1 2 1 +C2+2+C2+1 2 1+C2 +2+02+1 2 1 +C2+2+C2+1 2 1+C2 +2+02+1 2 1 +C2 +3+02+1 2 (12) ANCHORS TOTAL AT HEAD AND SI 4000 1 +C2 +2+C2+1 3 1 +C2+2 +C2+1 3 1 +02 +2 +C2 +1 3 1 +02+2+0,`2+1 3 1 +C2+2+C2 +1 3 1 +02+3+C3+1 3 (3' MIN. MC, ANCHOR SPACING) SQS28 1+02+2 +02+1 3 I+ 2 +2+02 +1 3 1 +C2 +2 +Cx++1 3 1+C2+2+C2 +1 3 l+ 2+2+02+1 3 1 +4+34-4 +1 3 54= 1 +C2 +2+02+1 3 1 +02 +2+C2 +1 3 1+C2+2+C2 +1 3 1 +C1 +2+02+1 3 1 +02+2+02 +1 3 1 +C4 +3+04+1 3 - -r{ I- -3' MIN. 80.000 1 +C2 +2 +C2 +1 3 i+C2 +2+02+1 3 1 +C3+2 +03+1 3 1 +Cx+2+C3+1 3 1 +02+2+02+1 3 1+04 +3+C4+1 3 1 3 & r 1 -0" t: -1- -- - � - 83.= 1 +624-2 +402+1 3 1 +C2 +2+02+1 3 1 +C3+2 +C3+1 3 1 +C3+2 +C3+1 31 +(2+2+02+1 3 1 +04+3+04 +1 3 9-� X - O II 108.376x 375 1+L2+2+C2+1 2 1 +402 +2+C2+1 2 1 +C2 +3+C2+1 2 1 +C2 +3+02+1 2 1 +02+3+C2+1 2 1+C2+4 +02+1 2 -_. '- plttli+UCT!+.FMS1ID 48.E 1 +02+3+C2+1 3 1 +C2+2 +C2 +1 3 1+C34-3+C3+1 3 1 +C3+3+C3+1 3 1+C2 +3+C2+1 3 1 +C3+4+C2 +1 3 MTG, RAIL, TYP, c+c^rr nCMile mFlod" lYf. 826 1 +02 +3+02 +1 3 1 +02+2+02+1 3 1 +02+3+02+1 3 1 +CB+3+03+1 3 1+C3+3+CS+1 3 1+08+4 +C3+7 3 EXAMPLE CLUSTER W/ QTY, OF (3) ANCHORS y G!' f ;, - ��a .oq 64.000 1 +C3+3+C3+1 3 1+C2+2+Cx+1 3 1+C3+3+C3 +1 3 1 +C3+3+CT+1 3 I +C3+3+C3+1 3 i + C4+4+ C4+ 1 3 (SHOWN IN TABLE KEY ABOVE) 80.0m 1+C3+3+C2+1 3 1+C2+2+C2+1 3 1 +C4+3+C4+1 3 1 +04 +3+04+1 4 1 +C3+3+C341 3 1 +C4 +4 +0H•1 3 B' 83.010 i+C3+3+C3+1 3 1+C2+2+C2 +1 3 1+01 +3+01 +1 3 1 +C4 +3+04 +1 4 1+C4 +3+04+1 3 1 +C6+4 +CB+1 3 r� � 111.000x38.378 1 +02+3+(2 +1 2 1+C2•+2+C2+1 2 1 +C2+3+C2+1 2 1+C2 +3+C2+1 3 1 +C2 +3+02+1 2 1 +C2 +4 +C2+1 2 I 1 12°TYP' I +-3' Mll 48 1 +02+3+02+1 3 3 1 +(2+2+C2+1 31 +C3+3+C3+1 3 1+C3+3+C3+1 3 1 +C2 +3+02+1 3 1+C3+4+C3+1 3 9' REF. r 80.626 1+C243+02+1 .000 i+C2+2•+C2 +1 3 1 +C3+3+03 +1 3 1 +C3+3+C3+1 3 1 +03 +3+C3+1 3 1•+C3+4 +C3+1 3 1 X O X 64.000 1 +03+3+C3+1 3 1+C2+2 +C2 +1 3 1+02+3+03+1 3 1+C3+3+C3+1 3 1+CB +3+02 +1 3 1+0# +4+04 +1 3 "- 00.000 1+03+3+03+1 3 1+C2 +2+C2 +1 3 1 +C4 +3+04+1 311+04+3+04+14 1 +CS+3+C3+1 3 1 +04 +4+04+1 3 MTG. RAI-,TYP. �� 83.E 1•+ 1+C3+3+C3+1 3 L2+2+C2+1 3 1 1 +C4+3+C4 +1 3 1 +04+3+C4+1 4 1+04+3+C4+1 3 1 +C6+4+C*+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS F I 1 0 1 , 115 M ift" C , - - LcFO7—ErAME4,SUWrVALUMMErOANCHMCO%RAW.1 ANCNORAGESPAC/NG F.K 10/1M a RM8EAN0 f0RAOFFMffir.MW &sUCLUSrrM �.PL (, UM.HORIZOMAtROLLER WINDOW,IMPACT Robed L,c lark PS. F.1C 9113 A ADO SPAM 03064 5 GLASS TYPES O THRUL. P.O.9oX 1t� F p� NtlKOI&9. H. 34214 vub/y Detter sa r '� A9 — PE 039712 F.XO 2Iwm J.J. 3!2 W NR710 A+TS 8 m 11 4127 -f0 C shwho l ANCHOR cwANTmRS xox 1fMD4l3 VKNDOWS TABLE ANCHORTYPES: & SUBSTRATE NOTES: GLASS TYPES A.B4O,H GLASS TYPES C,D,E,F,IAK. L - ANCHOR T A T 2 3. WOOD 2 CONC 1, CONS 2 3, E ZONES 20N88 ZONES ZpNE8 f WOOD 2, ONC 1. ZONES ZONES CON- 1. 1 -114" ELCO TAPCON$ 2 - V4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS PM fa im 2. GLASS TYPES: WINDOW 812E HEAD & SILL I HEAD & SILL HEAD & SILL HEAD & SILL HEAD & BILL � HEAD & SILL � A. MIS` LAMI - (1f8" A,.090, V8' A) W v 1 -, 1 S. 5118' LAW - (118" &.090, 118' HS) 48.000 x 38.375 1 +C2+1 +Cx +1 2 1 +Cx+1+C2+1 2 1+C2+1 +C2 +1 2 1 +C2+1 +02 +1 2 1 +C2 +1 +02+1 2 1+CZ+1+C2 +1 2 C. 6118' LAMI - (118' HS,.080,11S" HS) 48.000 1 +C2 +1 +C2 +1 31 +02+1+C2+1 31 +Cx +1 +Cx+1 31+02+1 +C2+1 31+12 +N(x+1 31+- 2 +1+{2 +1 3 E.7M6LAMI- (al18'A, 3 MVH E. 7/18• LAMI - (3118` A,.lM 3116' HS) MAX 1+a +1+C2+1 3 i+C 2+1 +C2+1 3 1 +C1 +1 +002+1 3 1+C2+1+C2 +1 3 1 +t2+1+C2 +1 3 1 +C2 +1+c2+1 3 F. 7118' LAW - (3118' HS,.M SMO' HS) 64.00 1+C2 +1+C2+1 3 I+C2+1+C 2+•1 3 1 +C2+1+C2+1 3 1+C2+1+C2 +1 3 1+02+1 +Cx+1 3 1 +C2 +1+C2+1 3 G. 13H8" LAMI IG -1f8" OR 3H6' A. SMV OR 3W SPAM 6118' LAMI - (1fi° A,090. 11W A) 80.000 1+02+1+02 +1 3 1 +(2+1+C2 +1 3 1 +C2+1 +C2+1 3 1 +C2 +1+•C2 +1 3 1 +C 2tl+CL +1 3 1402 +1+02 +1 3 H.1SMB" LAMI IG -11W OR Mir A. 6118' OR 318° SPACE, SINS" LMN- (VW AM, lir HS) 83.00 1 +C2 +1 +C2+1 3 1+01+1+C2+1 3 1 +C2+1+C2 +1 3 1+C2 +1 +02 +1 3 1+02+1 +C2+1 3 1+C3+1 +03+1 3 L 13118" LAND IG -11W OR 3110"A, SM8' OR 3W SPACE, SMS' LAMI -(11B' HS,.0G0,11B' HS) J. 13MV LAMI IG -118' OR 3118" A, 3M8 OR IW SPACE, 7118' LAM -(3116' A,080, 3118' A) 53.125 x 38.375 1+C +1 +C2+1 2 1+002 +1+12+1 2 1 +C2+1 +C2+1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+G2 +1 +C2+1 2 K.13H8' LAMI IG - i18' OR 3118" A. 3118" OR 19' SPACE, ?M6" LAM • (3118" A .080, 3H(' HS) ALMD 1 +C2+1 +Cl +1 3 1 +C2+l +C 2+1 3 1+C2+•1 +Cx+1 3 1+C2 +1+C2 +1 3 1+C1+1+C2+•1 3 1+02+1 +C2+•1 3 L. 13118• LAMI IG - Vir OR 3116"k BMW OR 114° SPACE, 7118" LAMI - (3116' HS,.M, 3MB" HS) 60.026 1+C2 +1+•C2 +1 3 1 +C1 +1+(2+1 3 1+02+1 +C2+•1 3 1+C2 +1+C,2 +1 3 1+C2+1+C2 +1 3 1+12+1 +C2 +1 3 3. WINDOW ANCHOR OUAM1Tf111E8 ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.00 1 +C2+1 +C2 +1 3 1 +Cx +1+C2 +1 3 1+12+1 +C2 +1 3 1 +C2+1+Cx +1 3 1 +C2 +1+C2 +1 3 1 +C2+1+C2 +1 3 DIMENSIONS. FOR WINDOW SAES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE 80.000 1 +C1 +1+C2 +1 3 1 +Cx+1 +Cx+1 3 1+C1+1 +C2++1 3 AD 1+02+1 +C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 63.OW 1+02 +1+C2+1 3 1 +Cx +1 +Cx+1 3 C+C2+i +C2+i 3 1+02+1 +C2 +1 3 1 +C2+1+C2 +1 3 1+03+1 +C3+1 3 HE & SILL 10 V2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.0Mx 38.378 1+02 +1 +C2+1 2 1Hx +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1+02+1+C2 +1 2 1+C2 +1 +CL+•1 2 1+C2+1 +C2+•1 2 � FROM CORNERS JAMBS: B' MAX. FROM CORNERS AND ?21 rC MAX. O.C. 48.0M 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C' 2 +1+Cx +1 3 1+C 2+1+C2+1 3 1 +C�+•1 +C2 +1 3 1K2+1 +C�+1 3 TAME KEY - 60.826 1 +C2+1 +C2 +1 3 1 +C1 +1+02 +1 3 i+C2+1 +Cx +1 3 1+C2+1+ 2+1 3 1+C:2+1+C2+1 3 1+C 2 +1 +C2+1 3 X 0 KOW 1+C2 +1+C2 +1 3 1 +C2 +1+0+1 3 1 +C2+1 +Mi 3 1+C2+1+C2+1 3 1 +C2+1+C2+1 3 1+03+1 +C3+•1 3 1 +p +1+q +1 3 ANCHOROUANTITYPERJAMa SMOM 1++12+1 +Cx +1 3 1 +C2 +1+C2+•1 3 1+C 2 +1 +C2+1 3 1+C2+1+C2 +1 3 I+M+1+C2+1 3 1 +C*+1+C3+1 3 HEAD AND SILL ANCHOR OUNNiT17ES 61000 1+C2+1+02+1 3 1+C2+1+ 2+1 3 1+02+1+C2+1 3 1 +C 3+1+C3+1 3 1 +C2 +1 +C2+1 3 1+C3+1+CS+1 3 A CLUSTER OF (3) ANCHORS CENTERED IB.WDx 38.376 1+C2+1+C1+1 2 1+C2+1+C2+1 2 1+C2+•1 +Cx+1 2 1 +C 2+1 +00x+1 2 1 +C2 +1 +02 +1 2 1+02+1 +112+1 2 ON EACH MEETING RAIL PLUS (1) 48.0M 1 +02+1+02+1 3 1 +Cx+1+C2+1 3 1 +C;2+1 +C2+1 3 1+C 2+1+C2+1 3 1 +C2+1 +C2+1 3 1+02 +i +C2+1 3 ANCHOR AT EACH OPERABLE VENT 60.828 1+002 +1 +C2+1 3 1 +132+1+02+1 3 1+C 2+1+Cx +1 3 1+•C2 +1+C2 +1 3 1 +02+•1+02+1 3 1+03+1 +C3 +1 3 PLUS (1) ANCHORS AT FIXED SECTION, 54.1100 1+02+1 +C2+•1 9 j 1+02 +1+02+1 13 1 +C 2+1+Cx+1 3 1 +C2 +1 +Cx +1 3 1 +C2+1+C2+1 3 1+C3+1+C3+1 3 ( ANCHORS TOTAL AT HEAD AND SILL MMO 1 +C2+1 +02+1 3 1 +C2 +1+02+1 3 1 +02+1+C2+1 3 1 +C3+1+C3+1 3 1 +002 +1 +C2+1 3 1+03 +1+003 +1 3 (3" MN, O.C. ANCHOR SPACING) S&M 1 +C2+1 +C2+1 3 1+C.1+1+C2 +1 3 1 +CS+1 +C3+1 3 1+C3+1+CO+1 3 1 +C2+1 +02+1 3 1 +03+1 +C3+1 3 74.CMx 3&375 1 +C;2 +1 +002 +1 2 1 +C2 +i+C2 +1 2 1 +C2+1 +C2+•1 2 1+C2+1 +CZ +1 2 1+C:2 +1 +002+1 2 I +C 2+•1 +C 2 +1 2 26 314" MAX 46.OW 1+C2 +1 +O2+1 3 1+C2 +1+02+1 3 1+C2+1 +C:2+1 3 1+C2+i *C2+1 3 1 +C2+1+10+1 3 1 +C3+1 +C3+1 3 f --3 ' MIN. 60.625 1+02 +0 +C2+1 3 1 +C,2+1+C2 +1 3 1 +C2+1 +C;2+1 3 1 +02+1+C1 +1 3 1 +C 2 +1 +C2+•1 3 1 +C3+1+03+1 3 � W V- SCOW 1+C2+1 +C2+1 3 1 +Cx+1+C2+1 3 1 +C2+1 +Cx +1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +Cx+1 3 1 +CB+i +C3+1 3 rte X p X 60.00 1 +C2+1 +C;2+1 3 1+{x+1 +Cx +1 31 +p+1 +C/3+1 31 +C3+1+C3+1 31 +Cx+1+Cx+1 31 +0X1+1 +C3+1 3 T �-- 83 CM10 1 +02+1 +00X0 +1 3 1 +C2+1 +Cx+1 3 1 +M+1 +03+1 3 1 +03+1+113+1 3 1 +Cx +1 +02 +1 3 1 +C3+1+C^#1 3 % j' fth MTG. RAIL•, ua c.?3ng a�tb tkoFHxtdn 84.000x 38.376 1 +Cx +1 +Cx +1 2 1 +C1+1+•C2+1 2 1+Cx +1+02 +1 2 1 +C2+1 +C2+1 3 1 +Cx +1 +Cx +1 2 1+02+1+0x+1 2 Bww;eg Canto A«�ru+ s,oy 48.OW 1 +002 +1+02 +1 3 1+02 +1+02+1 3 1+•002 +1 +(x +1 3 1 +002+1 + tx +1 3 1 +02+1+02 +1 3 1+03+1+•03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS = Hn CM lix }rucim,Aa:o o/f MS 1+C2 +1+02 +1 3 1 +C2+1 +02+1 3 1+02+1+02+1 3 1 +C2+1 +00X0 +1 3 1 +C2 +1 +02+1 3 1 +03+1+03+1 3 (SHOWN IN TABLE KEY ABOVE) 64.000 1 +02 +1 +C2 +1 3 1 +C2+1+C2+1 3 1+C3+1+C3+1 3 1 +C3+1 +C3+1 3 1 +Cx+1+C2+1 3 1 +C3+1+C3+1 3 BY DR&pt dad 60.MO 1 +C2+1+Cx+•1 3 1+C2+1+C2+1 3 1+C0+1 +C3+1 3 1 +03+1+C3+1 4 1 +C3+1 +CS+1 3 1 +C3+1 +C3+1 3 263/4`MAX 63.011 1 +C3 +1 +C3+1 3 1 +C2+14= +1 3 1+C3+1+C3+1 3 1 +C 3+14M +1 4 1+03+143+•1 3 1 +C4+1 +C4 +1 4 1 IlrTYP. 3' MN. 88.437x38.376 1 +C2+1 +C2+1 2 1 +C2+1+CZ+1 gi+CS+l +1 2 1 +002 +1+C.1 +1 3 1 +C2+i +C2+1 2 1+C.2 +1 +Cx+•1 2 4&� 1 +C +1 +CGa1 3 1 +1:2 +1+CZ +1 +1 3 1+(x +1+fx +1 3 1+0x+1+0.2 +1 3 1 +03+1+03+1 3 X _ - 1 � • -J`_'- X� 50.826 9 +Cx +1 +0x+1 3 1+02 +1+02 +1 21 3 1+02+1 +002 +1 3 1+0x+1 +02+1 3 1+03+1 +q +1 3 JIJI� 64.00 1 +02 +1+0x+1 3 1 +Cx+•1+C2+1 +1 3 1 +03+1+0+1 3 1+C2+1 +02+1 3 1+03+1 +C3+1 3 MOM 1 +02 +1+02 +1 3 1+C2+1+C2+1 3+1 3 1+C3+1 +C3+1 4 1 +C3+1+C3+1 3 1 +C4+1 +004 +1 4 MTG•RA.IL'TYP. 83.000 1 +C3+1 +C 3+1 3 1+Cx +1+02+1 3+1 3 1+C3 +1+C3 +1 4 1 +C3+1 +C3 +1 3 1+04 +1+C4+1 4 EXAMPLE CLUSTER W/ QTY OF (4) ANCHORS / FJC 411SM7 c UPD47F TABLE A SMAOT VAUJES DUETOANCHORW ADJ. ) SPACING XOX 1/3 -1/3 -113 y r /v /v7 o,T,,,mO 1QYw, P.M. 1rwI/M a RE0SEAMCHOR4M , HEAD & Nomms,FLSam ra 5/13.00 A ADO SPACEODIEt1 IOM GLASS TYPES G TOW L P.o. s�qx 18� ALUM, HORIZONTAL ROLLER WINDOW, IMPACT Roba t L Cl®k, P.E. ° F..K �a6 7,71 was "°+ ° l+ saae vJrlbly Ek�r ;rs s d 11 7 - Q shwhool ANCHOR QUANTMES, XO & OX WINDOWS TABLES NOTES: GLASS'CYPES A,[i,G,H GLASS TYPES C,D,E,FUK, L 1. ANC3iORTYPFS: ANCHOR TYPE 2.3, WOODI 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CCNVC 1- 114° ELCO TAPCONS 2 - IW ELCO 884 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) & SUBSTRATE ZONES I WNES ZONES m 8 ZONES ZONES 2. GLASS TYPES. VIRNDOW 812E i g$ m m A. 6118' LAMI -(118' A..0�,110' A) fD OJ u7 M u`5 tD m ;! h m N 8.8118° LAMI - (18' A„0W0.118' HS) W Y a8 ca = oa = es e6 05 -, C. 5M6" LAMI - (118' HS OIO,1t8' HS) A,, 3116'A) 37_.O t =x_ -38 375_ 1+02 +1 2 1+02 +1 2 _ + -2 C2 +1 2 1 +C2 +1 2 1+02+1 2 D. 7118` LAMI-(3MS - AM E, 711W LAMI - (3118" AM, 3118° HS) I +C2 +1 3 1 +C2 +1 3 +C2+ 1 +CZ +1 3 1+02+1 3 1 +C2+1 8 F.7MW LAMI -(3118° HS,.090, 3MS° HS) 60,825 3 1 +C2 +1 3 1+C2 +1 3 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 G. ISMS' LAMI IG - 1t8.OR 3118• A, 5tIS" OR 3W SPACE, SMS' LAMI-(118" A,.090,118' A) H.13fIW LAMI IG - V8° OR 3110° A, SHS° OR 3B' SPACE, 5f18' LAMI - (1/8° A..090,18' HS) 54.000" 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 - 3" 1+C2 +1 3 1 +C2 +1 3 1 +C2+1 3 L 13MV LAMI 10 - NS' OR 3MW A. 5118' OR 30 SPACE. SMS' LAM -(I18* HS,.090,1J8' HS) 80.W0 1 +C2+1 3 1+C2 +1 3 I +C3 ±1 3 1+C2 +1 3 1 +[2 +1 3 1 +C3+1 3 J.13 MW LAM010 -118° OR WISP A, 3116 OR IW SPACE, 7116" LAMI - (3116° A dam, 3115' A) K, 13118° LAMI IG -1/S' OR 3116' A, 311W OR 11V SPACE. 7115 LAMI- (3110' A,.090, 3118' HS) 83.mo0 - 1+C2 +1 3 1+C2+1 3 1+p +1 3 1 +82 +1 3 1 +C2 +1 3 1 +(3+1 3 L ISMS• LAMI IG -1t8° OR 3116• A, 3115' OR 114' SPACE, 7116` LAMI - (3M8" HS,.O9o, 3HW HSI 48.000 x 38.375 141:2 +1 2 1+02 +1 2 1 +C2 +1 2 1+C2 +1 2 1+(2 +1 2 1 +C2+1 2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1 +C2 +1 3 1+CZ+1 3 1 +C2+1 3 1 +C2 +1 3 I +C2 +1 3 1 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 50.825 1+C2 +1 3 I+C2+1 3 1 +C3+1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3+1 3 HEAD & SILL 10 112' MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+02 +1 3 1 +02+1 3 1 +C3+1 3 1+C2 +1 3 1 +C2 +1 3 I +C3 +1 3 1S 314' MAX FROM CORNERS. 80.000 1 +03+1 3 14{2 +1 3 t +C3+1 3 1 +C3+1 3 1+C2 +1 3 1+C3 +1 3 JAMBS: 9' MAIL FROM CORNERS AND 2212' MAX O.C. 83.000 1+C3 +1 3 1+02+1 3 1 +C3+1 3 1+C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 TABLE KEY: 0 X 53.125x38.375 1+02 +1 2 1 +C2+9 2 +C2 +1 2, +L+1 2 1 +02+1 2 1 1 +C2+1 2 1 2+03+2 T 3 ANCHOR QUANTLTY PER JAMB 48:000 7 +C2 +1 3 1 +(2+1 3 t + 3 1+(2 +1 3 I +C2 +1 3 1 +C3+1 3 5$.829 - 1 +(x +1 3 1 +(2 +1 3 I+C3 +1 3 - +02+1 3 1 +( +1 3 1+03+1 3 HEAD AND SILL ANCHOR QUANTLt'LES WOW 1+C3+1 3 1 +C1 +1 3 t +C3 +1 3 1 +C3+1 3 1+C2 +1 3 1 +C3+1 3 AENTEREROF ANC N CENTERED ON THE NIEETINO RAIL 60.000 1 +C2 +1 4 1+C2 +1 3 1 +C3 +1 3 1+p +1 4 1+C2 +1 3 1+03+1 3 PLUS (2) ANCHORS AT OPERABLE 83.000 1 +C3+1 4 1 +03+1 3 1 ±C4 +1 3 1.+C3 +1 4 1 +C3+1 3 1 +C4 +1 3 RENT AND FIXED 8ECTION ('r) ANCHORS TOTAL AT HEAD AND SILL 80.000 X 38.375 1+M +1 3 1 +C2 +1 2, 2 +C2+ 2 002+1 3 1 1 +C2 +1 2 2+02 +2 2 _ 48.000 1 +C2 +1 3 1+M+1 3 2+C3 +2 3 1 +C2 +1 3 1 1 +C2 +1 3 2+03+2 3 (3" MIN. O.C. ANCHOR SPACING) 60,825 1 +C3+1 3 1+02 +1 3 2+C3+2 3 1+03+1 3 1 +C2+i 3 2+C3 +2 3 , - -, IS 3/4 MAX, 64.000 1 +C2 +1 4 1 +C2 +1 3 2 +C3+2 3 1 +C3+1 4 1+C2 +1 3 2 +C3+2 3 I �� , ---j [--3• M, 80.000 1 +C3 +1 4 I +C3+1 3 2+04+2 4 1 +C3 +1 4 1 +C3 +1 3 2+04 +2 4 e, RPF r 83.000 1 +C3 +1 4 1 +C3+1 3 2 +C4+2 4 1 +q+1 4 1 +C3 +1 3 2+04+2 4 X O 1 88,00014 38.375 2 +C2 +2 3 1+C2 +1 2 2 +C2 +2 3 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 ~J Ptronucr: s�tsan 48.000 2 +02 +2 4 1 +C2 +1 3 2+C3 +2 3 2+C2 +2 4 1 +C2 +1 3 12+CS+21 3 MTG. RAIL �, :by�uhuwilorrde annalreco.:- 90.825 2 +C*+2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 d 1 +C2 +1 3 2 +C3 +2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS A�glexo No Espbedeo �1! r 64.000 2 +q +2 4 1+C2 +1 3 2+C3 +2 4 2 +C;3+2 4 1 +C2 +1 3 2 +C3 +2 4 (SHOWN IN TABLE KEY ABOVE) Delp oy 01000, 2 +03 +2 4 1 +C3 +1 3 +04 +2 4 2 +C3+2 4 1 +C2 +1 3 2 +04 +2 4 8314' MAX Pwdod 83.000 1 +C2 +1 4 1 +C3 +1 3 '2 +C4 +2 4 2 +03+2 4 1+C 3 +1 3 2+04 +2 4 74.000ax -36.=7 ' 2 +C2 +2 3 2 +C2 +2 2 7 +C2+2 3 +C2 +2 3 2+02 +2 2 2+02 +2 3 1 t-� 3 MIN. 48.00tl 2 +C3+2 4 2 +C2+2 3 2 +C3+2 2+C3 +2 4 2 +02 +2 3 2+03 +2 4 9" REF. L O /60:825 2+C3+21 4 2+C2+2 3; 2+C3 +2 4 +C3 +2 4 2+C2 +2 3 2+03+2 4 r 54.000 2 +C3 +2 4 2 +C3 +2 3 2 +C4 + - 2+C3 +2 4 2 +03+2 3 2+04 +2 4 T J t 80.000 2 +C3+2 4 1 1 +C3 +1 3 2 +04 +2 4 2 +C3+2 5 2+C3 +2 3 1 2+C4+21 4 MTG'RAIL 63.000 2 +C3+2 4 1 i+C3 +1 3 2 4'04 +2 a 2 +04 +2 5 2 +C3+2 a 1 2+C4+21 5 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 'PA O ' Frc a/reror c CMrA8tX# r08,,asECrcrvawesaullo/wcxeacar ANC HORAGE SPACIN OX AMXOWINDOWS ��o o/ �ay. � 1070TECHM)L iYorm -, _ FA 10P1r/m B REMAYCHMGEFORMAT.HMaSUCLU87M rmlmrne.tv.UM ,► P.Q.Bq X 1828 ALUM. HORIZONTAL ROLLER WINDOW, IMP ACT Robert L CWk P.E. AK 5113a A ADO SPACE DRNFP ON970 GLASS GTNWL NOKMS, FL 39274 VJslMy 01�ei PE 0=2 F. X. F aze J.J. 9/Y3/Da +1Rrto NTS 10 a 11 4127 -JO C Smmuu� 1 ` ® 13W MIN. ED. TYP. 2x WOOD BLK2 NOTES: co 3.4 KSI 3 1. FOR CONCRETE APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 11C ELCO CONCRETE NOTE 3 1 3U8 Q TAPCONS EMBEDED 1318' MIN. OR Or 334 CRETE -FLEX EMBEDED 1 3/4" MIN„ MINIMUM DISTANCE FROM MIN, ANCHOR TO CONCRETE EDGE IS 1314 ". FLATHEAD ANCHORS MUSTBE #12 TRIMRT HEAD. �; '+ ' ••; : NOTE 1 Q =• - 1x WOOD o - r c ;j i> 2 FOR MOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE 012 STEEL SCREWS (GS) OR 1/4" SS4 CRETE -FLEX WITH BUCK = - - `> (= _ Q #12 TRIMFIT HEAD. NOTE 3 - 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 14" 114° THAN 1 1/Y". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE MAX MAX WOOD BUCKS DEPICTED AS 2x ARE 1 112° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM SHIM BUCKS TO BE ENGINEERED BY OTHER OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF SWS-TS AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 118° THICK. THE ALUMINUM STRUCTURAL. MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2K WOOD BUCKS. THE ANCHOR SHALL. BE A TYPICAL FLANGE FRAME HEAD SEC I #12 SHEET METAL SCRr-W WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERLA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. MAX 1 /4° S. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM I� 1/4" MAX. SHIM 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. MIN. (1S KS1 CMU) Q OR ,a n' 1 1 PER NOTE 1 Q I WOOD CONCRETE I � • • 0.4 KSI CfXdCRETE) ANCHOR ANCHOR /j (t� '. 1IV4" EKIERIOR INTERIOR _ NOTE 2 ll�l� i I NOTE 1 I ° MIN. D (HEAb a SILL DETAILS A. B. C. D. (3 H) II j I J — = 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 SEE NAILING _ = DETAIL E DETAIL F OR (JAMS DETAIL — S E. F & q TYPICAL FLANGE FRAME JAMB SECTIONS Lf EXTERIOR I CONCRETE Q ANCHOR DFl AIL H . (HEADI NOTE 1 NOTE p NAILING 131 DIA. MIN. x 2112" NAIL \ AT CORNERS AND S"O.G TYPICAL DETAILS G, H & 1. j I i I I l � w .: nNlwids 114` 114' MAX MAX L + 1 ,' jaw u�cx • 1� SHIM SHI� SEE • 1 • , y .NOTE 1 Q 1318 MIN. Q NAILING 1314• MIN SEE NAILING MIN. 34 KSI EJ7.TYP. • ': a >' _:C'. CON CRETE DETAIL C 2x WOO DETAIL -p NOTES DETAIL G (SILL) DETAIL I (JAMB) TYPICAL FLANGE FRAME SILL SECTIONS Q TYPICAL INTEGRAL FIN FRAME SECTION WaWffi FJC anaro� c NDTee rec >� ANCHORAGE DETAILS 76W 0� 4m FJC 10l17Ae a t�nsE c>sr . at8�mne�vra stn a rvces Noxawe. Fl . a�s == ALUM. HORIZONTAL ROLLER WINDOW, NPACT not.art FJG S/19NB A ADO NOTE & P.a BOx lm e e� NOxO",FL34M 12rtb/yletter ma tw"ntn me PEW39712 F a2em ,� Mmo Half 19 99 4127 -f0 C amaeuai s ` ` MIAMaL>►E ® MIAMI -DADS COUNTY, FLORIDA METRO -DADS FLAGLER BU LDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildingwdeouline (PGI' Indu 'es 4070 Techuao�ogy Drive, Nokomis, Fl,; 34275 S COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and /or the AHD (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material. fails to meet the requirements of the applicable building code. This product is approved as described herein., and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zane. DE SCRVION: Series "FD -101" ' _ OutSw�ng Aluminum French Door wlSidefites APPROVAL DOCUMENT: Drawing No.11005.1, titled "Aluminum French door Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25107, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. _MISSILE ACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sideliw) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufactarer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved "., unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTLSEMENT: 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 consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E.. NOA No. 07 -062410 a Explration Date: Octaber I -2012 Approval Date:'Octobet 18, 2007 Page 1 ��ti PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets 1 through 10 of 10, prepared by manufacturer, slated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, perFBC, 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(b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sideiites, prepared by Fenestration Testing Laboratory, Inc., Test Report No YM -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25107, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for `DuPont Butacite ® PVB" dated 02115101, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04109. F. STATEMENTS I. Statement letter of conformance and no financial interest, dated 06- 21-07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. Ishaq L Chanda, P.E. Proanct Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 E -1 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZONG OPTIONS -- - -- -- _ _ - -- -- -` - - - A. 318" LAMI NOM. (402°1 CONSISTING OF (i) LITE OF T /6 __ " AN NEALED GLASSYUS C AN A90 DF DUPONT BUTACffE OR $ Af XACFEPSAFF MA)IMUNI. ��1315 (1)11TE OF 3118' HEAT STRENGTHENED "GtAS8: __: _ " __ -- � '-- — B. 318° LAMI NOM. (- 402 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT SUTACITE OR MAXIMUM PLUS (1) LITE OF 3118° HEAT STRENGTHENED GLASS. C. T116" LAMI NOM. (.465 CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .000 PVS INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3MW HEAT STRENGTHENED GLASS. D. 7116° LAMI NOM. (AW) CONSISTING OF (1) LITE OF 9118° HEAT STRENGTHENED GLASS PLUS AN AW PVB INTERLAYER OF DUPONT BUTACITE OR SAFLOWUMPSAFE MAXIMUM PLUS (1) LITE OF 3F18" HEAT STRENGTHENED GLASS. 2 DESIGN PRESSURES SEE TABLES 1 AND 2 O SHEET 2. NOA DRAWING MAP A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURI; AND GLASS TABLES ASTM E 130402 TOPIC SHEEP 3. (fONFLGU1iATlONS l�l O X,,X OX, XXO, M OXO. AND OXXO. GENERAL NOTES......._ 1 4. ANCHORAGE THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMIT®TO STEEL CONFIGURATIONS.....-....1 SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILARMATERIALS. SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE GLAZING DETAILS....._... 1 REQUIREMENTS SEE SHEETS 8 THROUGH 10. DESIGN 5. SHIfTTERS ARE NOT REQUIRED ELEVATIONS- URES...... 3 6. SEALANT INSTALLATION SCREWS. FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERT. SECTIONS..._........ 4 7. REFERENCES: HORM SECTIONS........... S TEST REPORT FTL45212,13 CO TEXTRON NOA: 040721 A1, Q"W5A5, ANSUAF&PA NDS-2M FOR WOOD CONSTRUCMN AND ADM 2005 ALUMINUM DESIGN MANUAL. PARTS LIST........._---S 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH EXTRUSIONS--- 8.7 VELOCITY HURRICANE ZONE (HVHZ). ANCHORAGE...-- .... —.— 8.10 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E SHEET 5). IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2 REFER TO TABLE 2. SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT, 93 33 @__ @ EXTTE_OR EXTERIOR 73 1YP GLASS SITE 72 IIr GLASS SITE cdaecamCyleaNaeam ® ® 0A _(/ r. - rs U Mi. ® ® 94 ev o,a EXT. -1/8" ANNEALED OR EXT. - 3/18" ANNEALED OR HEAT STRENGTHENED GLASS HEAT STRENGTHENED GLASS .DOD PVS INTERLAYER .090 PVB INTERLAYER DUPONT BUTACITE OR OUPONT SUTACITE OR MAXIMUM A MAXIMUM IN. - 3/16° HEAT STRENGTHEJND GLASS INT. - 3116" HEAT STRENGTHEND GLASS .402 _ ® .485 A f W LAW NOM = _ 7/16 LAMI NOM. /} ' - - GLAZING OPTION GL AZING OR B, NOTE 1 _ GLAZING OPTION C OR D, NOTE 1 J� Fx slam a cz uee reap oe +lines wauu nucxe+�as mnesertc 1 R s NOTES AND GLAZING DETAILS isow AADafA688RSaAL TaatZ%OaETA" RAW =?mc,rmw ALUM. FRENCH DOOR$ SIDE LffES, IMPACT LOWk. P.E F NNW A NOISE O[ASWgr %Pi:AAD SMOL P.O.l300Ci62a ai zimw r ar s�w4u am arc use tfDt�R9 4 I�*c1+h'Fiaay PES.M2 FXp7 Ly 82f� rvwf 1x 1 10 11006 -1 B 8ps0ael TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: APPROVED CONFIGURATIONS: X, XX, O, OX, XO. OXO, XXO, OXX & OXXO (FOR DOORS WI SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) & . ca[nSS TYPES: REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS A. 318" LAMI (VW A..090 PVB, 3118" HS) D B. 3W LAMI (11W HS-000 PVB, 3MW HS) DOORS WITH GLASS TYPES A, B. C OR D C. 7M8" LAM[ (3118" A. PVB. 3118" HS) _ HEIGHT 0.711W LAMI (3M8" HS, .090 M. 3(18' HS) X WIDTH XX WIDTH 8 - 79 314" .I 7 - 83 314" B7 314" 91 314" op- 9 - 53W 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. f - 37 912" g° 71314° +75.0 75. _ +75.8 -75 .0 +75.0 - 75.01+ 75.01-75.01+75.01-76.0 Mail OXIxOWIDTH - 73 VT MA O WIDTH SINGLE SIDE LITE$ WITH GLASS TYPE A OXO WIDTH =10911 MAX. X XXOIOXX WIDTH =107 314" 27 314" +75.0 75.0 +75.0 - 75.0 +75L +75.0 75.0 +75.0 76.0 MAx• OXXO WIDTH m 143 314" 36118" +75.0 75.0 +75.0 75.0 +71 =+67.6 +84.2 $4.2 3. SINGLE DOORS 33 5V WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 84118" WIDE OR OVER FROM EITHER TABLE COMELY WITH THE EGRESS REQUIREMENTS OF THE W 3W +75.0 75.0 +74.9 74.9 +70 +83.1 - 83.9 FBC CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS I$ NOT O VNDTH SINGLE SIDE LITE$ WITH GLASS TYPES B. C OR D REQUIRED BY CODE. 38 3/4" +75.0 I -75.0 I +75.o I 75.0 +75.0 -75.0 *75.01-7&0 fl 175.0 1 -75.0 4. DESIGN PRESSURES UNDER 41f P.S.F. ARE NOT APPLICABLE IN MIAMI DADE COUNTY. TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY �5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ® APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX 8.OXXO EX. A FROM TABLE 1. (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION 3D" WIDE x 98" HIGH SINGLE DOOR WITH 29" SIDE LITES GLASS TYPES A, B, C OR D DESIGN PRESSURE _ +67.61.87.8 PSF HEIGHT EX. B FROM TABLE 1. X WIDTH XX WIDTH 6 - 79 314" 7 - 83 314" 1 87 314" 91314 OXXO 0 . WITH GLASS TYPE A 8 95 314 66" WIDE x 86" HIGH DOUBLE DOOR WITH 361/2" SIDE LITES 2° 2510 49 47 314° +58.6 -58.6 +55.4 -65.4 1 +52.4 -52.4 +49.81-49.8 +47.4 -47.41 DESIGN PRESSURE _ +70.41 - 70.4 PSF 271/2" 513/4" +54.91-64.9 +51.8 -51.8 +49.0 -49.0 +46.6 46.5 +44.3 -44.3 EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 29112" 55 3/4" +51.71-61.7 +48.8 - 48.8 +46.1 48.1 +43.8 -43.8 +41.6 - 41.6 30 "WIDE x 87 314" HIGH SINGLE DOOR WITH 26" SIDE LTTES 2 311/2 5 59 314" +49.0 -49.D +46.2 -46.2 +43.6 43.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE =+43.61.43.8 PSF 2 331/2" 54 63 314" +43.1 -43,1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 Fx D FROM TABLE 2. OXXO WITH GLASS TYPE C 35112" 67 314" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 83 314" WIDE x SW HIGH DOUBLE DOOR WITH 28 SIDE LITES DESIGN PRESSURE _ +43.1/ -43.1 PSF Apm,nwd as m"p�>ma+N' m" 3 37112" � 713W +34.0 -34.0 +34.0 -34,01+34,0 134.0 -34.0 +34.0 -34.0 cbd. n'1 SINGLE O WIDTH GLASS TYPES A, B , C OR D FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1. WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE SIDE LITE +75.01 Nu,wl n piodi" �"" 103/4" +75.0 - 75.0 +76.0 - 75.0 +75.0 - +75.0 -75.0 CONNECTION SEE SECTION E-8, SHEET 5 FOR REINFORCEMENT 12 314" +75.0 -75.01+75.0 -75.0 +76.01-75.0 +75.0 -75.0 +75.0 -75.0 DETAIL lIP +72.4 -72.4 +68.5 - 68.5 +65.0 -65.0 +61.9 - 61.9 +59.0 -59.0 21314" +64.5 -64.61+61.0 -61.0 +67.8 -67.8 +55.0 -55.0 +52A -52.4 27 3!4° +52 9 -52.9 +49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 j 361/8" +35.2 -35.2 +36.2 -35.2 +36.2 -352 +34.4 -34.4 36 314" +34.0 -34.0 +34.0 -34.01+34.01-34.01+34.0 -34.0 `` "(GG P riIWEEAB�iWPBAADdARRa�NDKJi�YF Y�79JON 1070TG9pAPYDOYONVB DESIGN PRESSURES .K NY4T7 H 7YP®IdYiKffi886gDNOlE9AMOtdDiID6A6 AVFI9AZJ6 AEV=N=l Z 4x AGDNOrIl7lONBTOTABI8rM1�D2 ALUM. FRENCH DOOR 14 SIDE LITES, IMPACT ,,, �• P.E. Fx arrror w nEanmewca¢EaEaraornr ee�uea/sraU taRrANEZ P�� ."e r� Ye „ 10 ��110051 B JJ e2!/DT Na VMA KMW tft+ibly of mr Faros !x 2 PE 039M Y 731PL` MAX �° �SEENOTE3 ►1 MAX — �� SEEN0�3 - -` — 36 314* 49 49 41 MAX ) aw s 0 , Eft �f J �f � E J \ " Il A iMA JE 1C XACT O SEE NOTE 4 flR XO SEE NOTE 4-- OXo SEENOTE4 SEE NOTE4 0)()(0 41 SEE NOTE4 OX 71 314" MAX 38 314" MAX 3 B 7 V2" 24 8118" MAX 33 SW MAX. A A --, DLO (TYP) DLO (iYP.) G t 1 48 go MAX 49, ; �' % 41 G 10 1 HT. TYP. _ \ 86 314' ® / _ MAX. 84 IV 1 / " 7�YP. �MAXX P.) DLO I `. .. .) DOOR VW,iJt 1la:JUro DLO HEIGHT o HEIGHT 41 318' ® i K c>Lx lg Zco I / \ I DLO WIDTH'X' - DOOR WIDTH - 1216H6" "P. _ Mu a: G. ?e lrua .e 4sw+d p C _ C F F DLO wlDn -I 'roc' = DooR wwrHrz -116x1 s° JC FACT NINACT. O SIDE LITE -:, 1 S �• ' DLO HEIGHT a HEIGHT 41 318' DLO WIDTH = WIDTH -3118" A X A XX 41 B O NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. 3. SIDE Lr[ES OVERLAP W AND WC DOORS BY 314° WHEN ASSEMBLED TO MAKE 'XO','OX,'OXO' WV, 'O= AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABILffY SHEET 2). 6. CLEAR OPENING FOR W AND %X DOORS AS FOLLOWS: (W DOORS m WIDTH - 6.646) (WO DOOR o DOOR WIDTH& - 4.079) eF a� 1 v ELEVAnavS AK f1787lY a 4MV00TVAIWALIX0 A 0FM 41LW i l l e m mA A M 24 AWM0F0R41 MFM mm*saaaameuneAWMWDWUU ALU FRE SIDE UTES IMPACT rmodl t P.E. ca n a a716�rr81 •n�la90Lraam8P8ZFYxa6Fawl xaraar. Ft XV, PEN=2 FK ?/1207 J1 8x14/07 y Fmi" NTS 3 !0 �� 110051 B sbu*uw 40 EXTERIOR INTERIOR 10 1 2 s0 37 80 m ;;l HF CLEAR COLORED SEALANT EXTERIOR INTERIOR 62 MAX I Jill 1 , MAX. MAX. MAX DLO DOOR DLO SIDE 62 HEIGHT LRE HEIGHT n pm.ca asmmpipWp wlw um SL VIEW G-G 30 61 CORNERASSEMBLY 1 12 40 1.489 11 13 DOOR SECT. A-A SL SECT. B-B VERTICAL VERTICAL ELEVA77ONS �, � _IXAMPCE FA wiaw rx aim a ar�wruauece arrm�u �reoma�rw r �+® ALUM. FRENCH DOOR & SIDE LITES IMPACT � P . F - l t l Qr2lfiT NAr4lII� FLefdlt Y[rdbh Beraae fD10t �P1JC 4 e 10 11OW -1 B smmfwat I 4 49 MAX WC WIDTH c fl MAX Iulnx DLO ')Q(' SECT. C-C D L O 39 ww(34 44 HORIZ. 46 45 5 32 MAX. W WIDTH 20 . l E • INTERIOR L nffl 11 .1 Hoax 46 21 DLO 7C SECT. D-D [ OR 5 HORIZ SPACING, SAME AS r ---MAX SL WIDT 6� JAMB ANCHOR SPACING MAX 3L WIDTH (SEE SHEETS 7, 8 AND 9) 62 ^im�o+m.�m mNrwa.,�warc NOAp M4tai Dade Product aahoF 66 s �. taaf� O SEE 7A9LE81 AND 2 AND I p p NOTES ON SHEETS 1 & 2 66 62 62 FDR APPLlCAB0.1TY / SL SECT. E -E SL SECT, F -F HORM (DOOR W/ SIDE LITE) HORIZ. (SINGLE SIDE LITE) VERMAL SECnON Fx a .wn s�ureroeECmowceesmenas ®eu,sme®crr pn ,mra ALU M. FRENCH DOOR ASIDE MES, IMP GT E PE ore ure AVC F13M4 y/y/ SWI FA,O, S ar 90 �� 110059 PEO B emm�ael DWG # PGT# DESCRIPTION 1'TFJO DWG # PGT* DESCRIPTION 1 943B 60411 FRAME HEAD 60 MD 89200 SVEUTE HEADER 2 1010 6Q300 .,Q- LON.190X.375 HIGH 61 MD 6921 SIDELITEBILL 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 02 916B 813381 507ELITE .IAMB 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781PQA 08 X 1.000 QUAD PN. SMS 5 938 7938X 2 PT. LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS STOCKING #70998) 6 956 7956A E HEAD STRIKEPLATE BACKING PLATE 85 999 7999 SILL GASKETS (STOCKING#701 ) 7 7832X12FPXP #8-32 X.500 PH. FL MS - B.S. W /SIUCONE PATCH 66 IM 81641M SIDELITE JAMB ADAPTER 8 995 70985 GAS (BETWEEN THRESHOLD & FRAME JAMB) 87 #12 X 11100 SHEET METAL SCREW 9 990 70990 GASKET (BETWEEN HEAD & FRAME JAMB) 70 712653K SETRING BLOCK, 3132° X 1/4° X V W/PSA 10 9WA 6533016 FILLER HEAD ADAPTER 71 71257K SETMIG BLOCK, 1/16° X 112° X r W/PSA 11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD. 7116' 12 1670 671570 WS , .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 73 988 6988 BEAD, 318" 13 11004A 611004M OUTSWINQ THRESHOLD CHANNEL COVER 92 988 64986 BEAD, INTERIOR 14 11001A 411001A ACET SPA R .085 pNHOUSE IIJECTTDN MOLDED 93 1224 BIP247 BULB, THICK (USED 9d EXTRUDED B EAD) 5 11002A 41IMM A SPACER .095 (INHOUSE I g N tECTION MO ) 94 GLAZING SILICONE, DOW 699, 983 OR EQUIVALENT 16 llUW3A 41IUO3A ACETAL SPACER .14R {OJHOUSE iNJECTTON MOLDED 95 GLASS, LAMI .1/8° A .90 PVB, 3116" H8 20 91 60380 FRAME JAMB OLifSW ) 98 GLASS, 318" LAMI - VW HS, .90 PVB, WIT HIS 21 1010 60300 WSTP..0-LON.190 X.375 HIGH 97 GLASS, 7116° LAW - 3116'A. .90 PVB, 3116' HS 22 6808 888D8M REINFORCEMENT, 1.000 X2.750 X0.650. 8081 -75 98 GLASS, 7116' LAMI - 3118" HS, .90 PVB, 3116° HS 23 1140 78X112PSA73 #8 X 1.500 PH SQ A T/S 102 l lWSA 141106A JACETAL SPACER 286 {INHOUSE INJECTION MOULDED) 24 1048 1048 JAMB SCREW COM CAP 103 OFF SHELF ]DEAD BOLT L 25 930 41721N STRIKE PLATE INERT 20 1118 710X34PFA #10 X.750 PH. FL SMS - 1 7 - 7070 67070K BULB WEATHERSTRIP .167 X.300 HIGH 910 6910 DOOR PANEL P & B07TOM RAIL 31 911E 6911 DOOR PANEL. 5113E RAIL - 32 - 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10X.825 PH. FL SMS W 913A 50378M TRUSS CLAMP 380 36 1130 BTRODA 6/16.96 THREADED ROD 36 890 7moNLrrA 6/16.18 FLANGED HEX NUT 37 914A 60370M WEATHERSTRIP CHANNEL Cil7iFiWINGTHRESHOLD 38 7834FPT #8 X.75 PH. FL @13 CHANNEL C TEK OVER 39 997 70997 5A8 ETWEEN PANEL HEAD/SILL & PANEL STILES) 8003 -TB 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASS Y . (INACTIVE PANEL ONLY 42 1145 76X 2FPAW #6 X.WO PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INAC E P AFm*W+ alro t� 44 9838 6983 DOOR PANEL ASTRAGAL I (OUTSWING) : 4 �m 45 9848 6984 DOOR PANELASTRAGAL 2(OUTSWING r---- 2.750 --�I Miami Dmis Pm"d Camw! 4611213 80200K WBTP.,Q LON .180 X.200 HIGH 47 920 74UBLOK LOCK SUPPORT ABBY, (41 707 & 41708) 1 13 4 7634F #6 X.760 PH. FL. SMS 49 082 FWPTAY 2 PT. LOCK ABBY. 60 61118OFS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 PX DEAOBOLT STRIKE PLATE TUBE MULL i 53 1118 710X34PFA #10 X.760 PH FL SMS 808375 f 54 957 TO 7X HANDLE STRIKE PLATE 56 jille 171OMPFA #10 X.750 PH FL SMS 9 Imw tmeoorr PARTS LIST Z��1 Ax a� vx w +manwoearr vm vum obarmrt�rrn R4 T�ib B ALUM, FRENCH DOOR B SIDE UTES IMPACT � paAc PE PA .JL 2=W J1 e2vo7 pmae 112, B s 10 ' 1105 -1 B sin,ma� ` • 4 4 1.760 1.790 1.760 1.750 1.480 41 0 4.728 WEATHER 4.6M 4.726 4.728 37 STRIP CHANNEL 4000 .002 4.100 ! 4.10D 082 4675 062 3000 .050 8083 T6 4875 0.375 4.100 L DOOR 20 FRAME. 21 '� 126 /�� E.. DOOR PAN DOOR PANEL 8083 T8 3 1!__ i 3d 1 TOP & BOTTOM FALL 31 SIDE RAG. �! DOOR PANEL �^ DOOR PANE. L ) 8083 -T5 808346 t 44 ] INTERIOR ASTRAGAL (A h 1 EXTERIOR ASTRAGAL HINGE 6083 -T9 8083 -T6 1 � 32 8063 -T6 3'856 3 911 125 890 � .760 05D AMD 960 653 1.400 060 T- 11f, .060 FILLER HEAD ADAP1 ER 3eJ TRUSS CLAMP 73 3W GLAZING BEAD 72 7116° GLAZING BEAD 3.000 90 FILLER � 6063-To O 6063 -T5 � 6083 -TS r --- 3.100 -• j I I 1.419 62 SL.IAMB 1.272 8083 TB �9 060 5.469 .075 8212 830 Appm d m wmpbb8 NIW 16a FRAME FIo+Ws Bapl Cade 6,085 oats O 6083-TBH .076 mj Dade nmwtl 1 4.586 L 2.960 .050 .760 .079 1.489 .050 .488 /b SLJAMB / 11 3.000 -� q O OUTSWWG THRESHOLD O SL HEADER SL SILL O ADAPTER !f V 8083 -T8 60 6063 -T8 61 60 63-TB 6063•T6 e B ,� f EXTRUSION PRORLES F vx ur ' A �marrorra��emAassar�t ro M+essr q s ALU M. FRENCH DOOR & SIDEUTES, IMPACT / �� Z e FX 7lILD7 J..R 62fAV 1?Abb Bs� RNOt K 7 at 10 �� IIW5 -1 B sbuawal t_zoE I t__ Z HEAD ONE • t_Z N "� �zo HEAD E"� � ZONE ro° —Tzo HEAD - EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXOINSTALLA7ION A. 19" x 83 314" SIDE tITES'S" AND E" ZONE ANCHOR FROM v < X S o XX S O XO OR OX c TABLE 7, SHEET a P m g m m m m m m PLM B. 71BICx833WXXDOMZONE ANCHORS FROM TABLE 4, SH SHEET 9, EACH °F° ZONE. SEE ENCIRCLED VALUES. SHEET 9 SOLUTION: s1LL —4 SILL —I— SILL -4 Slld — sat -} EACH JAM AND z+5+ (14) ZONE "V ZONE Ir ZONE'D" ZONE "E" ZONE D° ZOE °E" SEE TABLE 3.. SHT. 9 SEE TABLE 4.. SHT. 9 SEE TABLE S., SH4 9 SEE TABLE 8.. SHT.9 TYPE 9 SILL 2 ANCHORS AT HEAD HEAD __�._ H EAD AND AT SBJ.. H EAD �ZO� �� EE E � f_ZON D"�Z NEB 1 Z NEl � NEE°F'�ZOHNED"F"—+ ZONE� OxO o s < XXO OR OXX OxxO m �� ,' �� ,' Ayy�oonimrorop�; ngatW lUe i7oride Bddinp C BILL SILL kZOE Sw — +ZONE SILL �_ SILI ZO SILL LL E4 ,ZONE- SILL y � SILL ,� E � " ZOE "F" " ZONE "D" ZONE "F" " " ZONE'F" ZONE "F" "E" By 4si SEE TABLE 7.. SHT, 9 SEE TABLE 7., SHT. 9 5EE TABLE 7.. SHT. B NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 314"H UNIT 71 3V4°W "" DOOR WITH 199Af SIDE LITES (SEE SOLUTION ABOVE) I. APPROVED ANCHOR TYPES ARE: 1. U4" ELCO TAPCONS 2. 114" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHOR 4UANTITIES ARE BASED N SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXQ ANCHOR LAYOUT ABOVE. JAMBS (ALL) 13114" MAX. FROM CORNERS AND 23 118" MAX. O.C. HEAD & SILL OF DOORS W MAX. FROM CORNERS, W MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX O.C. [ D &SILL OF SIDE LITES 8" MAX. FROM CORNERS AND 24 314" MAX. O.C. 3. TO ERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. / 1 FORAGE GONF IGURA97ONS �� /a 1 PlO mavr s aoawiraenmaar. mums ma r�r awaa,mrawaia�za�r�auuTOV ,m�waratm+F� = ALUMFRENCHDOORdSIDEUTES IMPACT 2 L006,P.F- P., NJNM' A 7OBORUreOPG P.Gt BLBClBYY � o•.o.oea". ",." m.m n..u"r. R.e PS WM2 O ` °i � � PDi01 A" B > 10 1100'ro B Fit 22M J.I. ®1w shchaw TABLE 3. X DOORS TABLE 4. XX DOORS TABLE 5.0 SIDE LITE TABLE S. XO S OX TABLE 7. OXO. XXO. OXX APPROVED AWIORTTPES {ALSO g DOOR OF XO & qx-j & OXXO G U % S S wMS A. 0. C . 0 GLASS A, 9, C, 0 GRASS T Y P E S A s, c. D GLASS T f 3 A, S. C. 0 GLASS TYPES A. 8.4 0 1.114° ELCO TAPCONS 8 SUSS7RA Z3. WOOD 1,Z COMO �� 2,3, WOOD 1.2. CONC �� E 2,3, WOOD 1?, CONC & SL®SIRATE '� WOW 1,2, C00dC S BUSSTRA 2.3. WOOD 1.2. CDM 2.114' ELCO SS4 CRETE4UX MASONRYANCHOR5 OOORVAO" LOADZONES OOORWIP" LOAD7ONES wum LOADZONES DOORWOIHS LOADZOM 6 �" 4. ENCIRCLED ANCHOR COMM" LOADZORES 9C - 25. i 90C - 47.75 to x' 1 0"- 10.7 V - °SP- 25. 3. #12 SCREWS (G5j TO 37. TO 71. TO 3&7 TO 37 TO 37.59 r: � d �..: p d [a, �' 10 A �' QUANTITIES IN TMES 4 j AND 7 PERTAIN TO THE TO - m EXAMPLE ANCHORAGE W � p { µ i ME �{ SOLUTION ON SHEET 8. vuiOTti x HT. si x K x x X WOTH x HT: a WOM x Hr. o 0 0 o vvM Los x wr O ti �c x ®o ai x VAM x HT. o t► ti o D X ''15.60 x 717 M62 7 4 2 3 47.75 x 79.7 4 3 0 4 2 3 1176 x 79.7 4 1 4 1 10.75 x 79.7 4 2 �e 4 2 10.75 x79 4 2 817 7 4 2 3 83.5 4 7 4 2 3 83.7 4 1 4 i 93.7 4 2 4 2 83.7 4 2 4 2 87.7 7 4 2 3 87.5 4 7 4 2 3 87.7 4 i 4 1 97.7 4 2 4 2 C 87.7 4 2 4 2 0 91.7 7 4 2 3 9. 5 4 7 4 2 3 91. 4 1 4 1 91. 4 2 4 2 Q 91. 4 2 4 2 9&7 7 4 2 3 85.75 6 4 7 4 2 3 86.7 4 1 4 1 $5.7 4 2 4 2 3 95. 4 2 m 4 2 27.60 x79.76 5 2 7 4 2 3 61.76 x 79.T$ 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.7 4 2 4 2 $ 12.75 x 79.7 4 2 4 2 83.7 6 2 7 4 2 3 B3. 5 4 7 4 2 3 9:1.78 4 2 4 2 83.7 4 2 ¢ 4 2 .0 83.7 4 2 a1 4 2 ti 87.7 5 2 7 4 2 3 87. S 4 7 4 2 3 87.7 4 2 4 2 87.75 4 2 4 2 67.7 4 2 W 4 2 m 91.7 6 2 7 4 2 5 91.7 6 4 7 4 2 3 91. 4 2 4 2 91.7 4 2 at 4 2 F 91.7 4 2 4 2 05.7 6 2 7 4 2 6 95.7 0 4 7 4 3 S 95.75 4 2 4 2 96.7 4 2 R1 4 2 g 96.7 4 2 x 4 2 29.50 x 79,7 $ 2 8 4 2 3 56.75 x 79.78 5 4 7 4 2 3 19.00 x 79.76 4 2 4 2 1100 x M7 4 3 4 2 19.00 X79.76 4 3 a 83.7 5 2 0 4 2 9 83.75 5 4 7 4 2 3 83.7 4 2 4 2 83. 4 3 4 2 53.75 4 3 0 IL 4 2 7 6 2 6 4 2 5 87. 8 2 8 4 76 5 4 7 4 2 3 87.76 4 2 4 2 07.7 4 3 4 2 87.7 4 3 2 87.76 4 2 91. 2 5 91.758 4 7 4 3 6 91, 4 2 4 2 01. 4 3 y� 4 2 017 4 3 4 2 95,7 0 2 9 4 2 5 95.75 6 4 8 4 3 6 95.7 4 2 4 2 95. 4 3 p 4 2 96.7 4 3 t 4 2 v 31.50 x 71T 5 2 8 412 3 69.75 x 78. 6 6 9 4 2 3 21.75 x 79.7 4 2 4 2 21.76 x717 4 3 0 4 2 0 21.75 x 79.75 4 3 01 4 2 837 8 2 8 4 2 5 03.7 5 5 8 4 2 3 83.7 4 2 4 2 83.76 4 3 4 2 83.75 4 3 4 2 87.7 8 2 8 4 2 5 87,78 S b 8 4 3 8 87. 4 2 4 2 97.78 4 3 W 4 2 ld 8T. 4 3 91.7 0 2 8 4 2 5 91.75 8 6 8 4 3 8 91.75 6 2 4 2 91.76 5 3 s 4 2 91.7 5 3 4 2 1 96.7 7 2 10 4 2 5 95.75 6 5 8 4 3 5 95.7 6 2 4 2 96.75 6 3 m 4 2 W $5.7 5 3 of 4 2 03 33.6D x 78.76 3 3 8 4 3 3 03.76 x 79. 5 6 8 4 2 3 27.78 x 79.76 5 2 4 2 27.76 x 79.75 6 3 1 4 2 27,76 x 79.7 5 3 8 4 2 83.7 8 3 8 4 3 5 83.7 6 5 8 4 3 5 83.7 5 2 4 2 83,7 5 8 p 4 2 p 83.7 5 3 4 4 2 4 87.7 0 3 8 4 3 6 87.75 0 8 8 4 3 6 07.75 5 2 4 2 87.78 6 3 4 4 2 < 07.7 5 3 4 2 A rk ^ m `` , �Id fLc Florida {� 917 7 3 10 4 3 6 91.7 8 5 8 4 3 5 91.76 6 2 4 2 91.76 6 3 ° 4 3 81.7 0 3 4 3 r 2 96.T 7 3 10 4 3 6 85.76 7 8 10 4 3 6 95,75 6 2 4 2 95.75 8 3 4 3 95.7 8 3 m 4 3 d1r® Hmle qol t 39.60 x 79.76 6 31 8 1413 5 87.76 x 79.76 6 6 8 4 3 5 35.13 x 79.76 6 3 4 3 38.13 x 79.75 6 4 t 4 3 F 36.13 x 79.76 6 4 4 3 3 7 63,75 0 3 8 4 3 6 S 6 4 0 4 3 5 83.70 8 3 4 3 03.T 8 4 q 3 0 83.7 6 4 4 3 87,7 8 3 8 4 3 6 87. 8 5 8 4 3 5 67.75 7 3 4 3 07.7 7 5 � 4 3 LL $7.7 7 5 4 3 4 91,7 7 3 10 4 3 6 91.7 7 8 10 4 3 5 9L75 7 3 4 3 01.7 7 5 4 3 81.74 7 5 0 4 3 55.78 7 3 10 4 3 6 95.76 7 6 10 4 3 5 95.75 7 3 4 3 96.7 7 5 4 3 U 95.75 7 6 0 4 3 3 - 60k X75 8 3 8. 5 71.76 x 78. 8 8 8 4 3 5 36.75 x 7975 38.76 x79.? 6 4 0 4 b 3 4 3 38.76 x 79.7 8 4 4 4 3 < 3 7 - 83 0 3 8 A 3 6 83.76 8 5 8 4 3 5 83.75 8 3 4 3 83.78 0 4 m 4 3 m 83.7 0 4 4 3 W 87.7 7 3 10 4 3 87.76 8 5 8 4 3 5 87.7 7 3 q 3 87.7 7 5 4 3 87.T T 5 85.75 7 3 10 4 3 5 95.7 6 76 7 3 4 3 7 8 10 4 3 B 9 s5.74 7 5 4 3 6.76 4 3 7 5 A „� ANCxoR QUANTrrYLOAD zoNE TAOLM i ) 9 .111 , MAW H AvcHAAPi&7t1��r. a34 kHOUes�r.�meeror 41r CIGNOE776BLE8!lEtDZOME ALUM FRENCH DOOR &SIDELIIFSIMPACT 6t arwa AWlWMAM0M TYFffA mw 2224)7 .4L 84 W U FnaHl NA H s 10 110057 1 8 sxumem 2XWODO OD I 1314• 3.4 Kbl MIN CONC. I. I 3w v MIMIN. Eo. — 1 314" 1314" 2XWO MIN 15.6 E. &4 KSI PAN. CO N( kwv- BUCKNOTE2 BUCK JXWOOD SUCK. NOTE2 Ei i3hrTYP I aw TYPE 1 ix 1 314 1 TYPE 2 1 fig" 1 3f4"TYPE 2 BUCK 1318* MIN 1 MIN. 3M IW MAX 1W MAX V4" MAX SHIM SHAM 11W MAX EXT . SHIM CONC. CON "T D - WOO FXT- ANCHOR eo 4X EXT. 2OR3. FAN ANCHOR No TE J � I 20 NOTE I NOTE I TYPE 11 3. TY P E W TYPE I OR 2 (CM NO T DOOR HEAD CWOOD) V TYPE i (CONC) U) TNOTEI 13V 1 3W TYPE 2 (CONC) SIDE EAD (WOOD) SIDE HEAD (CONC) 114 MAX SHIM min 1!4 MAX I 1!4" TYPE I OR (CMU) SHIMl —T IM MAX SHIM IWMAX IM $15' TYPE 1(CONC) I RV L49tL 3w muc F-a 1 3/4* Y 2 (CONC) WOOD CON(. . MIL ED. ANCHOR ANCHOR :i l- �-9 ON Psi NOTE I STAGGERED SH A=R 1.5 KSI MIL cmu OR CENTERS A NCH O R NOTE ; KSI MIN. CON 0 4 cm WOCON(. V-*-';-- 13frM TYPE STAGGERED ANCHOR I MIRED. CENTERS. TYPE 20143. tfl E.D. 4 3W MIR 2 OR 3, NOTE I NOTE I 2XW I I 2X [ b MIN. CMU OR WOOD WOOD BUCK WOOD EXT. ixw - ix f EXT- WOOD B C SUCK NOTE 2 — NOTE2 3A KSI MIN. CONC. BUCK NOTE 2 UK NOTE 2 EXT. DOORJAMB(WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CON ANCHOK , OR NOTEI NOTEI WOOD ANCHOR, TYPE OR NOTE CONC. ANCHOR NOTE I 1X WOOD OR EXT. BUCK NOTE 2 EXT. E- T EXT- NOTE EX - WOOD J4. MAX / ,1W'MAX SH -114"MAX IM SHIM SHIM 1 315 ° TYPE I �g 1318,14 13/4* TYPE 2 —w 1315 MIN. TYPE SI 3.4 K MIN. TYPE 2 c*Nc L 3.4 KSI MIN. CONIC. 2X WOOD SUCK NOTE 2 -- L IN. E.D. 2X WOOD SUCK NOTE 2 DOOR SILL (WOOD) DOOR SILL (CONC) MIR E.D. SIDE LITE SILL (WOOD) SIDE LITE SILL (CONC) W.W Uwk F—b.91 COW4 NOTES: CLS 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI DADE COUNTY APPROVED SLOG 1/4• TAPCONS EMBEDDED I 31W MIN. (TYPE 1) OR 114"SS4 CRETE -FLEX EMBEDDED 1 314' MIN. (TYPE 4 THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 314 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, 05 UWE 3) OR ELCO IW SS4 CRETE -FLEX ANCHORS EMBEDDED 1 315" MIN. (TYPE 2). 2. WOOD SUCKS DEPICTED AS ix ARE LESS THAN I 112" THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 lir THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED By THE AUTHORITY HAVING JURISDICTION (AW). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE is WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. JEQ]5� VAX mviamwim ANCHORAGEDETAMS FA maw a HD CHM060MAMEEit. NaMAt M=W Tft X dilp 0� fbwd— SPMTMIBZBkWMCNC=DffrA"AIEUTYPER&30xwow ALUAL FRMCH DOOR A SIDE LUES, IMPACT A ObTAa& AW ANQW4 7 WN W W M L Saar ftkw�4 — Fxazersz FA oft4w =F= Vblbb la B- Fie zew &2W Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP - 137634 Permit Number: WS -2 -10 -211 Scheduled Inspection Date: March 22, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: HAGHAYEGH, ALIREZA Work Classification: Window /Door Replacement Job Address: 1271 NE 97 Street Miami Shores, FL 33138 -2559 Phone Number Parcel Number 1132050090430 Project: <NONE> Contractor: SECURE WINDOWS & DOORS Phone: 305 - 513 -0705 Building Department Comments Inspector Comments Passed y � CREATED AS REINSPECTION FOR INSP- 135373. Not Ready Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 19, 2010 For Inspections please call: (306)762 -4949 Page 8 of 26