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WS-14-1392I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-214994 Permit Number: WS -6-14-1392 Scheduled Inspection Date: September 04, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: HARDEN, SUSAN Work Classification: Window/Door Replacement Job Address: 169 NW 97 Street Miami Shores, FL 33150 - Phone Number (305)716-4900 Parcel Number 1131010260140 Project: <NONE> Contractor: TRITON WINDOW DISTRIBUTORS Phone: (305)716.4900 tsuuamg uepartment comments WINDOWS AND DOORS REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False September 03, 2014 For Inspections please call: (305)762-4949 Page 3 of 26 Inspector Comments Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 03, 2014 For Inspections please call: (305)762-4949 Page 3 of 26 a August 28, 2014 AL,FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT To: Ismael Naranjo Building Official 10050 N.E. 2°d Avenue Miami Shores, FL 33138 Sub: Susan Harden Residence 169 NW 97TH Street Miami Shores, FL 33150 Permit NO. WS -6-14-1392 Ref: Excessive Shimming Up To 1-1/4" Maximum • "HR -710 Aluminum Horizontal Sliding Window" NOA 11-1114.04 Dear Mr. Naranjo, Due to the current field condition, we present cantilever calculations for the window head frame fasteners through 1-1/4" wood buck. Please see sheets (D-1), and (A-1) for the applicable field condition calculations. With the attached calculations we hope that the installation of the window will meet your approval. If you have any questions please feel free to contact our office. P:\users\Luis H\Lette rs\TRITON\SU SAN HARDEN - EXCESS SHIM.doc yours, AUG 2 9 2014 Java : d, PE Chief Engineer 1235 SW 8r Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcene.com ( alfarooa@afcens.com ' AL-FAROOQ CORPORATION s, = ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE TEL. (305) 264-8100 MIAMI, FLORIDA 33174 FAX. (305) 262-6978 08-28-14 JL BY: L.P. )( AFC 14-1392)( P-1 1.0100 0 Ln CLIENT: PROJECT: TRITON SUSAN HARDEN WINDOW MK# 5 N.O.A.# 11-1114.04 HORIZONTAL ROLLER WINDOW Req. Pd (Z5) _ (+)40.1 PSF (—)53.6 PSF NOTE: ANCHORS SPACING E.D. & EMBED. SHALL BE PER THE APPLICABLE PRODUCT APPROVAL Engr: JAVAD AHMAD CML FLA. RF # 70592 C.A. ..3538 99 2014 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT .4 1235 S.W. 87 AVE TEL. (308) 284-8100 MIAMI, FLORIDA 33174 FAX. (308) 282-8978 08-28-14 BY: L.P. AFC14-1392 D-1 HEAD ANCHOR CALCULATIONS TRIB. AREA = [ 18.5"x16" + 9.5"x9.5" ] 14-4 = 2.68 FTZ Pd (ZONE 5) = 53.6 PSF R = (TRIB. AREA x Pd) = 2.68 x 53.6 = 143.8 LBS Sa = 77.9 LBS (A-1) = 2 X 77.9 = 155.8 LBS > T OK// CLIENT: PROJECT: TRITON WINDOW SUSAN HARDEN Q1 8' ZIA, a b4 ' '. a •.o 1 1/4' s i► WOOD BUCK A � 1/4' DIA. ULTRACON @ 6' FROM ENDS AND 12' D.C. MAX. CML FLA PE # 70592 CAN. 3538 A ., 22014 AL-FAROOQ CORPORATION ----------------- CAN (EB) #3538 SCREW TYPE = 1/4 ELCO ULTRACON LOCATION : HEAD SCREWS ARE CANTILEVERED 1-1/4 in. FLAT SURFACE EFFECTIVE CANTILEVER = CANTILEVER/2 = 0.625 in. ( PER BCCO ) MAX. LOAD DUE TO CANTILEVER = 77.9 LBS. Fy = 155000 PSI Fu = 177000 P116250 PSI ( BENDING ) FV = .22Fu = 38940 PSI ( SHEAR ) Diameter = 0.168 in. ROOT DIA. S = .098 DA3 = 0.000460 inA3 AREA = 0.0222 inA2 ROOT2011.BAS 08-28-2014 BENDING ON ANCHOR PL 77.9 x 0.625 fb = -- =------------- = 105780.5 PSI <= Fb OK// S 0.000460 SHEAR ON ANCHOR P 77.9 fv = - = ------ = 3507.0 PSI <= FV OK// A 0.0222 COMBINED BENDING & SHEAR %105780.5 3507.0 ------- +------- = 1.0 = 1.0 OK// 116250 38940 92014 Page 1 06/3012014 08:33 3052750890 AMTRUST INSURANCE PAGE 01 .0414c---wCERTIFICATE OF LIABILITY INSURANCE PATE(MWMYYlrrl THA$ CERTIFICA7 E 19 ISSUED A3 A MATTER of INFORMA7ioN ONLYAN CONFERS NO RIGHTS iJppN `tHE �ER79FICA Hot.DER.1 rHIS I CEI -OW. THIS CER NOT AFFIRMATIVELY OR NEGATIVELY AMeNp, EXTENC? OR ALTER THE COVERAGE AFFORDED BY THE POLICIES 8EJ-01N• THIS CERTIFICATE OF INSURANCEDO ItEPRESENTATNE ES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(SI, I OR PRODUCER, AND THE CERTIFICATE HOLDER. AUTHORIZED-- -- - IMPO;if, TJ lith Bskwc-ate hoiden r9 an ADDITfONAL INSURED, the Vie terms and condltons of the policy, WkVke) must be endorsed. USIJaRoI?sAimiq IS WAIVED, sul�es:t to -- I �Gete holder In ileo DI euph CerWri Pollal" may eegUlre 80 endonss MORL A sbtemerd on this certfi tss does no GoMeY Nghft to tlW PRODUCER �dWlsnlertt(s�_ --- Amb'Ust InSUrance Group LNNAAN I MOW - 8100 sw 81 Dry, Ste280 PMONE-- r..L.�_ . Miami, FL 33143 . �IgSSs . _� , _. •:-- _ —. : --- ..—.. Phoneastioosr�� _ (305)275.0810 FOX (305)275 -Dago G118�OAAER !D_A;— _ IN8UR60 "' •-- ... IN8UR8FlL.}.�FFORDiN4ri—dYERAC#E '---- �NC 11 Tritan WindowDlsblbutore, Inc. INs�RERA: Granada Insurance Company I BUS NW 24 Terrace su" a As+�ndant Untlenarctters, LIC. Doral, FI 33172 w 1 .RER C : __ _ �f •— — I (305)559.9800 _ ►� N9RD: _-- INSURER I: s I— CTH16 ES CERTIFUCATE N6W8-`ER: --� IN SURER F: THIS Is TO CERTIFY Th1AT'ishlE ppj.ICrS OF INSUR;aNCE L►3rEp BELOW jr� BEEN ISSUF.b TO THE rN9UR� NApEtEb gg0i%E idN NUMBER: rt IRLICY INDICATED. NOTWITHSTANDING ANY REQUIRB4ENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO FO —PERIObHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, 111%SRf-- THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE I EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, UNITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS. TERMS, TYPe GIP ItlRsutiwoe R�NERAr. I.raerUTY - ..-- - w..vr • �oucw Nuure1�R_-_ (��r... --• unary _ .. .—_ _ I® COMMERCIAL GENERAL LIAI31LnY EACH OCCURRENCE g 1,000,000 ❑ CLAIM6 MAOE A �] OCCUR 10185E + PItEI►tag g B _ - _ 100,000 I05!1© A�lmarx aril non-tnWbatory L00009330 I aw D E1� one t _ -- g'-� I ❑ I 05/1112014 wo 1!2016 -� — I P MONAL&apVINUR_Y ' S 1,000,000 GEN'L AOGF2EGATE L1MIj APPLIES PER I I I MNERAL AGGREGAT>: - 2 ICC POLICY ❑ J�� ❑ LQCODUCT3-C 0PAG0 �8 0� _ oIHP/' $ —2,000,000 I AUT0u&j E LIAgILrr•�. — II- I1[3ANY AUTO ! -- EDM0INEn SINGLE LIAR ALL OWN I (Ea eoeietl ffi ❑ EO AUTOS I I 6OOILY ! ...—. . -� sCHEDULEO AUTOS I NJURY (Per person) S _— I O OILY INJURY (Par eCNaMlltl F $ I❑ ❑ kIREDAUT08 I (PeP NON-OMMI) AUTOS 3 I _ ) I❑ u ❑OCCUR I — ❑ C6AIA3.)y►App EACH OCCURRENCE ❑ DEDUCTIRM BLE I — I I �AGOREGATE —_ � — il1�RKERSM.ION _ 8— •— I — ' 8 _ AND 6MPL0�� I A Lnr �� IIABILIYY I $ U3 ANY 11R R�X6CUTavE Y f Vy — — — — II �—� we STATU I (saswwnmy E17IJiCLU�ED7 L N/A C 641.1 L,LTORY C;Lfmax _ -- I I 109/27/2013 09/27/2014 E.L EACH ACOIDENT I g, - — 600 004 � � 1 B OWN OF aadaERATION3 oelar I I _EL Rt8L'ASE_ EA EMP. 0 t 3�- 500008 — "-- - —, ELDPOLICYI:IMIT s 500,000 DE5t.`RIPTfON OF OPERATIONS 1 LOGATION$1 VEHIGf.E$ (,p*0 ACRD —101,*qam I Oen81`81 Contractoreon �sr:err�s 302duls, it nacre space Is ra lul" — — — —• CERTIFICATE HOLDER — — CANCl:LLII,TION� LD OF OW Miami Shares VII THE UE7(PIRATTON pTa THERiE� NNOI7CCc 1Nli.L BE DELNERED IN IB POLI BE C BEFORE Iege Building Zoning 14050 NE a Avenue ACCORDANCE WITH TWE POLICY PIiOVIS10N8. I Miami Shore, F133138 _ I AUTWMEEO RIS RE36ITATIVE -- -- -- --. .—. .. _.._ Pax' 305-78"972 ACORD 25 {2ppg/pg) QF r 1398 029 09 ACORD RVC) ION. All rights rg"rhr d I The ACORD rrame and logo ars 1+a8Lsfered marks of ACORD f Miami Shores Village 1 JUN 9 4 Building Department j 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �' Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No�� `� . • .... .. . ...... Permit Type: BUILDING ROOFINd • •: • • :....: JOB ADDRESS: I uc� 6 P� U) 9 l J ...... ...•• .•:•.• City: Miami Shores County: Miami Dade Zip: • �l • • • • • • •' • Folio/Parcel#: 1 'j C, • • • • • • • • • Is the Building Historically Designated: Yes NO Flood Zone:. • . • • • • • • OWNER: Name (Fee Simple Titleholder): jQ ':�-{ VA (c, i C'1c Phone#: Address:_ Vfc) N�-,' 1� City: A- AC, m a IF) II) C__ J State: 1 (k ' Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �l': + l I . ` ' 1( �� � � I) ( � ��61 3LI::: Phone#:� 31. � �] I (,- C!( u Address: City: ocrcl I State: 0 Zip: - Qualifier Name: kc, dl( i, jTC-i Phone#: State Certification or Registration #:i �1 6L \ Certificate of Competency #: Contact Phone#: 6 LSC % Email Address: Z � � � � � � 1 �� - y v f Cc � . -) DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 9 , SCC' Square/Linear Footage of Work: 355, 39 x"1 Type of Work: OAddition WAlteration ONew ORepair/Replace ODemolition Description of Work: l Color thru tile: Submittal Fee Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ o Ak ,BondingrCompany's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip •R.• Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work 4o i s stallation.4op . . commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all•fa� s regulating.* urisdiction. I understand that a separate permit must be secured for ELECTRICAL WORk, PLI3MBII�G, SIGJJ.,•*Osseo;• so 0 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 done in corpftte wit} #jj•. applicable laws regulating construction and zoning. ....•. .•.. .•... *see soosse • • "WARNING TO OWNER: YOUR FAILURE TO RECORa..A. NOTICE OF•' COMMENCEMENT MAY RESULT IN YOUR PAYING 'TW?Cu: • FOR' IMPROVEMENTS TO YOUR PROPERTY. IF YOU INT: TO .OBTAIN": FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY • BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the forst inspection which occur en (7) days after the building permit is issued. /1�{ the absence of such posted notice, the inspection will not btAppTved q4 0einspectionfee will be charged. I Signature Signature Owner or Agent /)=in�sTtrqpment or The foregoing instrument w acknowledg before me this % The foregledged before me this L� day o , 20 / , by ' of Jt" 2� day , 20 , by S - who is personally known to me or who has produced -DL-- who ' e or who has produced dentifi ation and who did take an oath. as identification and who did take an oath. NOT AR P LIC: NOT UB C: ' . NICOLE ACOSTA y pl/// RENE HERNANDEZ Sign: • < �a'% ign: . - State of Florida •r n t Florida n ` : My Comm. Ex ires Mar 23, 2015 nt: i a m. Expires Jun 13, 2016 4TFOF F�Commission # EE 76877 ;;�,, �?,� C mission 07919 My Commi Sl Expires: '��n,u���` Bonded Through National Notary Assn. y Commission pire •fi/plots �• S Hugh National Notary Assn. APPROVED BY �d Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Prope Search Application - Miami -Dade County Page 1 of 1 -OFFICE OF HE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-026-0140 Property Address: 169 NW 97 ST Owner SUSAN LAPHAM HARDEN JOHN HARDEN Mailing Address 169 NW 97 ST MIAMI SHORES, FL 33150 Primary Zone 0800 SGL FAMILY -1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths i Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,910 Sq.Ft Living Area 1,229 Sq.Ft Adjusted Area 1,605 Sq.Ft Lot Size 7,725 Sq.Ft Year Built 1951 Assessment Information Previous Benefit Type 2013 Year 2013 2012 2011 Land Value $69,213 $55,827 $62,030 Building Value $109,651 $124,423 $124,518 XF Value $924 $1,092 $1,092 Market Value $179,788 $181,342 $187,640 Assessed Value $179,788 $92,014 $89,334 Benefits Information Previous Benefit Type 2013 2012 2011 Save Our Homes Cap Assessment Reduction Exemption Value $89,328 $98,306 Homestead Exemption 1 $179,788 $42,014 $39,334 $25,000 $25,000 Second Homestead Exemption $0 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description RESUB OF BLK 2 OF BONMAR PARK PB 42-59 LOT 14 BLK 2 LOT SIZE 75.000 X 103 COC 25877-2575 08 2007 5 Generated On: 5/16/2014 Taxable Value Information Previous 2013 2012 2011 County Exemption Value $0 $50,000 $50,000 Taxable Value 1 $179,788 $42,014 $39,334 School Board Exemption Value $0 $25,000 $25,000 Taxable Value $179,788 $67,014 $64,334 City Exemption Value $0 $50,000 $50,000 Taxable Value $179,788 $42,014 $39,334 Regional Exemption Value $0 $50,000 $50,000 Taxable Value $179,788 $42,014 $39,334 Sales Information Previous OR Book- Price Qualification Description Sale Page 04/30/2013 $292,000 28614-1088 Qual by exam of deed 09/25/2012 $173,000 28291-3292 Qual by exam of deed Financial inst or "In Lieu of 06/07/2012 $81,000 28178-2092 Forclosure" stated 08/01/2007 $0 25865-2991 Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp (http:/lwww. miamidade.govfinfo/disclaimer.asp) Version: 1.0.4 http://www.miamidade.gov/propertysearch/index.html 5/16/2014 PIC O un a TOP VIEW Miami Shcres Village APPROVED �'� I ' f.'ATF, ZONING DEPT BLDG DEPT SUBJECT r'O CC NlPW'NCE Wl rH ALL FEDERAL STATE ANv CGUN Y r bL.ES AND REGULATIONS W5 1�-4-1 j 9 Z RECEIVE JUN a 0 14 ••_ ••• -•i 0 H • •• • .•• . • CUSTOMER INFORMATION • • • • • • • • • • ••• • • • • • • • • • • • • • • • Susan Mlartlert • • • • :0. 16%*7th4197 Street Miami Shores, Florida 33150 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Cs X ti FRONT TYPE: TYPE: TYPE: Aluminum Impact Aluminum Impact Aluminum Impact Horizontal Sliding Window Horizontal Sliding Window Horizontal Sliding Window Ste: SCZE: 0314 x821/4' 74°x5O5V •• ••• • • •53 lir x383/4;• 5/18°ANIAN 5118°ANIAN • • • • •5198°•4NAaN• NOA: • • • i i i i &A* • • NOA: 11-1114.04 114114.04 • • • • • • • •I1-1' 41 • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y SIDE (RIGHT) TYPE: Aluminum Impact Casement Window SIZE: 3T x 50 5/8° 5/18° AN/AN NOA: 12-1218.09 TYPE: TYPE: Aluminum Impact Aluminum Impact Horizontal Sliding Window Casement Window SIZE: SIZE: 3Tx505/8° •• ••• • • •3%xji06V •• 5/16"AN/AN • • • • • 76"AW: •• •i •• NOA: i &A;•i 11-1114.04 • • • • • • • 012-1A8.89 • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BACK TYPE: Aluminum Impart Horizontal Sliding Window SIZE: 37" x 50 5/8" 5/16" AWAN TYPE: Aluminum Impact Horizontal Sliding Window SIZE: 37" x 38 3/8" 5/16" AWAN TYPE: Aluminum Impact Horizontal Sliding Window SIZE: 111" x 50 5/8" 5/16" AWAN NOA: NOA: NOA: 11-1114.04 11-1114.04 11-1114.04 TYPE: TYPE: Aluminum Impact Aluminum Impact French Door Horizontal Sliding Window SIZE: SIZE: 321/2"x84°/V •• ••• 76"W5/S° • • •• 3/8" AN/HS • • 51h6aytpN• • • • • •• • • • • ••• • NOA: • • NOA• • • • • • 12-0516.02 • • 000 111144.0f • • • • • ••• • • • •• • • • •• • •• • • • • • • • • • •• • • or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPE: Aluminum Impact Horizontal Sliding Window SIZE: 111"x50 5/8" 5/16" AN/AN NOA: 11-1114.04 0 SIDE (LEFT) TYPE: TYPE: TYPE: Aluminum Impact Aluminum Impact Aluminum Impact Picture Window Horizontal Sliding Window Horizontal Sliding Window SIZE: SIZE: SIZE: 33 3/8" x 19' 37" x 38 3/8" 10j'/ X 62" 7/16' AN/AN 5/18" AN/AN • • • • • • • • • • • • • •5/Yd° MVAN NOA: NOA: • • • e • • • • • • • • • • •NtiA: • • 13-0502.03 11-1114.04 • • • e • + • • • • 11•I 1 x.04 + • • • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • s• •• • • • • •• ••• • • •• • ••• • SITE SPECIFIC WINDLOAD CERTIFICATE ORP0 tATiON 1235 S.W. 87th. Avenue J Miaml, FL 33174 I T. 305.264.8100 I F. 305.262.6978 l www.afceng.com l alfarooq c@afceng.com Project Number: 8452-282 Date Requested: 0000 6/18k01^39:45 PU06• Risk Category Cllent: Alejandro Acosta MailingAddress: sta • • ; Ale aho"11west 0.0 0; 0 Roof Type Triton Window Distributors Mean Roof Height TritoQ Distributors Elevation of Opening 15.00 ft 8888 Northwest 24 Terrace N/A 8888 24 Terrage• 0000•• Doral, FL 33172 Doray ?i, $172 • • • • Project Address: -- 169 Northwest 97 Street' Job Name: 0000 •• .. Hardr iVe�dence•""• 0000• 0000• ' Miami Shores FL 33150 ••o .• 0000 .00000 0000•• • • Project Information Trib. Area (ft 2) Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category C Roof Type Sloped Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Trib. Area (ft 2) Directionallty, Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 0.85 Velocity Pressure Coefficient (Kz) 0.85 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 56.6 psf Velocity Pressure (Qz) 56.6 psf Gcp Zone 4 +1.00,-1.10 Gcp Zone 5 +1.00,-1.40 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. Wind Load Analysis for components and diddina with • • •• * • impact protection as per sperificalir of ASC -10 &. • • 2010 FBC. •••' i •000 • •••• Design Wind Pressures (PSF) Trib. Area (ft 2) Zone 4 1 Zone 5 10 +40.1 1 .43.5 1 +40.1 1 -53.6 Valid Only with Engineer's Seal 0 2014, Copyright AI-Farooq Corporation CAN (EB) #3538 PROJECT ADDRESS John & Susan Harden 169 Northwest 97 Street Miami Shores, Florida 33150 1n nTV all 1 nrennW r-1 Ass 711117 a12BIR rnWF1r: nT61FR RRANn MrPirq Mwi F 1 1 103 3(4"x 82 3/4" 1 - Living Room Impact Resistant 5118" ANAN Clear FUR Mew XOX PGT M710 HR 2 1 74"x 50 518" 3 - Living Room Impact Resistant 5118" AWAN Clear Full View XO PGT WG710 HR 3 1 531/8" x 38 3/8" 4 - Master Bedroom Impact Resistant 5/18' AWAN Clear Full View XO PGT WG710 HR 4 1 37' x 50 5/8" 5 - Master Bedroom Impact Resistant 5118" A WAN Clear Full View X PGT WG740 CS 5 1 37"x 50 5/8" 6 - Guest Bedroom Impact Resistant 5/18" AWAN Clear Full View XO PGT WG710 HR 8 1 37" x 50 5/8" 7 - Guest Bedroom Impact Resistant 5/18" AWAN Clear Full View X PGT WG740 CS 7 1 37" x 50 5/8" 8 - Guest Bedroom Impact Resistant 5118" AWAN Clear Full View XO PGT WG710 HR 8 1 37" x 38 3/8" 9 - Main Bathroom Impact Resistant 5/16" AWAN Clear / Whtlnlr Full View XO PGT WG710 HR 9 1 111" x 5o 518" 10 - Family Room Impact Resistant 5/16" ANAN Clear Full View XOX PGT WG710 HR 10 1 321/2" x 84 314" 11- Family Room Impact Resistant 318" AN/HS Clear Full View X PGT WG101 FD 11 1 74"x 50 5/8" 12 - Family Room Impact Resistant 5/18" AWAN Clear Full View XO PGT WG710 HR 12 1 111"X505/8' 13 - Family Room Impact Resistant 5/16" A WAN Clear Full View XOX PGT WG710 HR 13 1 38 318" x 19" 15 - Guest Bathroom Impact Resistant 7/16" AN/HS Clear / WhOnlr Full View O PGT WG701 PIC 14 1 37"x 38 3/8" 16 - IQtchen Impact Resistant 5/16" A WAN Clear Full View XO PGT WG710 HR is 1 103 314"x 62 3/4" 17 - Livhtg Room Impact Resistant 5118" AWAN Clear Full View XOX PGT WG710 HR. White Frame I All sizes, locations and NOA's are provided by Triton Window Distributors. Design presures are provided by engineer listed on plans. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• WINDOW / DOOR SCHEDULE PROJECT DP NOA • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADS MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SN 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mmm miamidede.eov/econemv PGT Industries 1070 Technology Drive .... North Venice, FL 34275 .... ...... .. .... COPE: This NOA is being issued under the applicable rules and regulations governtTiyn, use of LonAructidtt"•' materials. The documentation submitted has been reviewed and accepted by Alam%-bade County RER:....: Product Control Section to be used in Miami Dade County and other areas where allowed by aha . uthor g Having Jurisdiction (AHJ). . : * s e e- This NOA shall not be valid after the expiration date stated below. The Miami Dg de � � � n P1... o � Contsee-**. 1 . . p 8d "Maty Q�id� P1.... Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cnnply) reserve the right . • to have this product or material tested for quality assurance purposes. If this procfu& or material fails to.. % perform in the accepted manner, the manufacturer will incur the expense of such testing and Igo* %U may immediately revoke, modify, or suspend the use of such product or material witlnit their jurisdiptinn. R sf • reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Pradect Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: Series "CA-740" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SNP', sheets 1 through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by .the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence page E-i, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-1218.09 Expiration gate: April 11, 2018 Approval bate: April 11, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details -- ILM. & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by jk#thony 49yi14 Miller,• • • P.E... ....00 .. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• .' .: ' .. ..... 2) Uniform Static Air Pressure Test, Loading P.p.x.).BC T41 g 2-94• 00* • 3) Water Resistance Test, per FBC TAS 202-94 ' • 4) Large Missile Impact Test per FBC, TAS 041•fi4 0 • 5) Cyclic Wind Pressure Loading per FBC, 'FAS 203-940o,.. •; • • • • • • • 6) Forced Entry Test, per FBC 24113.2. 1, TAS= -94' :....: along with marked -up drawings and installation diagram of a series CA7�4a j%wing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. ManuelZer Product Control Ex mi , r NOA No. 12- .09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 E-1 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HM4 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30 IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN Wm -DARE COUNTY, USE ONLY MIA "ADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COD CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD SUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCK DEPICTED AS 2X ARE 141r THICK OR GREATER. IX AND 2X SUCKS (WHEN USED) SHALL BE DESIGN TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSNG OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALNGfFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND 18 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD SUCK, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE, STRUCTURAIJ CYCLE TEST PRESSURE. FRAME ANALYSIS AND CRASS PER ASTM E1308. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGN TO RESIST THE WINDLOADS CORRESPONDING TO THE REWIRED DESIGN PRESSURE. THE 33.18% STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THATCOW INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7086, 3679,35M. 3724. ELOO ULTRACON NOA: ELCO CiETEFLEX NOA: ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL TABLE 1: Gtess TyPae sheet 8 1 6116" Land 118 An -.OW WB -1/8 An r„ 2 7118' latni (3/48 An -.080' SGP -3148 An) 3 7/18" Lams 18 HS -.09T SGP - X16 HS) 4 71W Land. IG (118" An - 7/18" Air -1/8" An -.09V PVB -118" An) I 6 78' Laml. IG 118" T- 7/18" Air - V8" An -.090' PVB -1/8' An) 8 718" Laml. IG 18" An -114" Air -3116" An -.09T SGP - 3118" An) --�WANNLALEDetM---------- 7 7/8" Land. IG (3116" An -1/4" Air -3118" HS -.OW SGP -3/18" HS) 8 718" Lams. IG (3148" T -114• Air - 3116" An - .090" SGP - 3116' Art) 9 7/8"Lemi.IG 18"T-1/4"Air-3/18"HS-.0W"SGP-3/1WHS) I 7 6118•LVENATED I� GLASS STACK 1- DESIGNPRESSURERATING IMPACT RATING VARIES,RATED FCTtARC#&SMALI. u�AeALpD .093'IHIPDM SEE SHEETS 89 MISSILE IMPACT RESISTANCE t4AS3 WTA=WS IArmammm EXTERIOR 39 MASS 37' WIDTH <- — r 26.478' MAX. O.C. IF WIDTH IS 36 11/18" GLASS BITE UNDER 33.476' (HEAD & SIU. 4" MAX 3 �- B. SEE SHEET 2 88" VISIBLE LIGHT HEIGHT (OLD) 1 7nG �{ 11/18' OLAW BITE 8'MAX 711VAIN O.C. 1WANNEAU TEINPEREOI USE ANCHOR PAIR AT EACH 095=9 JAMB IF �r HEIGHT IS a 28' OR OVER 3 77 HEIGHT B 14.112' MAX. O.C. IF WIDTH IS 4" MAX 33.478` & OVER (HEAD & SILL) _ 3V VISIBLE _ OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES.... -.--._ ..............1 ELEVATION --1 GLAZING DETAILS...__ -.....-..........1 NSTALLATKON..»........_.....-....._ 2 ASSEMBLY TUBE DETAILS__.._.. 3 ANCHOR SPECIFICATIONS.....-- 4 ANCHOR QUANTITIES _..... ......... 4 DESIGN PRESSURES............_.....- 59 ASSEMBLY DETAILSWM...._..._. 10 GLASS TYPES 4 & 5 GLASS TYPES 8 & 7 ?IWNM elA93 sTACN 7/tAM STNATED OlAS9 SCACK 31WAI&OM OR r- •• ••• 1111111 * ' No. 58705 �Gt 3Is 3 'a .. :�O •'•. STA EO '•\�f/�` 1070 OLO* DRNE '���•''•;ccoRtof;.••'��'c'�` N.VENICZ. FL °2750 NOP.O. ;DX KOM rz 11a27a 7ht ntt`�� A.P. MILLER. P.E.CERT. OF AUTH. 029296 P.E.@ Sam Sne'ANNEALEDOR ._.----HEAT44TRENSTNEN 6IASS IIIW GLASS BITE lJ 4PPTvtd asm"lfkg with am • • GLASS TY8 8�9 Wit° e IKOAB °tB+• • • Ra ld— &1 ®i -Prat • • • ••• B7 E Gate. • • Rens= ,/'• ftswipff—Or°on 8y. 6NJG DETAILS • J ROSOWSKI rnl4 • • • • • DOS 9I sli1MENT WPVCVV'pETAILS - LM & SM 08108112 CA -740 I NTS I 1 OF 10 i i s i i i s i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 32 (?)-/ v r„ GLASS TYPE 1 GLASS TYPES 2 & 3 MAX A. SEE O.C. 2 t 71PNCH. mA9s sradC UASS IAO(D cusssrAac 7ATliall MMSTACK eLASSSACK alAessraac r-- --�WANNLALEDetM---------- 3ROANNEAED01 8'MAX 711VAIN O.C. 1WANNEAU TEINPEREOI USE ANCHOR PAIR AT EACH 095=9 JAMB IF �r HEIGHT IS a 28' OR OVER 3 77 HEIGHT B 14.112' MAX. O.C. IF WIDTH IS 4" MAX 33.478` & OVER (HEAD & SILL) _ 3V VISIBLE _ OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES.... -.--._ ..............1 ELEVATION --1 GLAZING DETAILS...__ -.....-..........1 NSTALLATKON..»........_.....-....._ 2 ASSEMBLY TUBE DETAILS__.._.. 3 ANCHOR SPECIFICATIONS.....-- 4 ANCHOR QUANTITIES _..... ......... 4 DESIGN PRESSURES............_.....- 59 ASSEMBLY DETAILSWM...._..._. 10 GLASS TYPES 4 & 5 GLASS TYPES 8 & 7 ?IWNM elA93 sTACN 7/tAM STNATED OlAS9 SCACK 31WAI&OM OR r- •• ••• 1111111 * ' No. 58705 �Gt 3Is 3 'a .. :�O •'•. STA EO '•\�f/�` 1070 OLO* DRNE '���•''•;ccoRtof;.••'��'c'�` N.VENICZ. FL °2750 NOP.O. ;DX KOM rz 11a27a 7ht ntt`�� A.P. MILLER. P.E.CERT. OF AUTH. 029296 P.E.@ Sam Sne'ANNEALEDOR ._.----HEAT44TRENSTNEN 6IASS IIIW GLASS BITE lJ 4PPTvtd asm"lfkg with am • • GLASS TY8 8�9 Wit° e IKOAB °tB+• • • Ra ld— &1 ®i -Prat • • • ••• B7 E Gate. • • Rens= ,/'• ftswipff—Or°on 8y. 6NJG DETAILS • J ROSOWSKI rnl4 • • • • • DOS 9I sli1MENT WPVCVV'pETAILS - LM & SM 08108112 CA -740 I NTS I 1 OF 10 i i s i i i s i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION OPTION 1 EDGE INSTALLATIONANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 36-37 ATTACHED TO FRAME JAMB EXTERIOR ATTACHED TO a VENTJAMB WINDOW 81 HEIGHT VISIBLE 14 LIGHT HEIGHT (DLO) ATTACHEOTO FRAMEJAMB 4 ATTACHED TO r WENT JAMMB L 38 38 JAMB HARD- WARE BUCK HEIGHT TO FRAME JAMB OPTIONAL ADDON FLANGE G HEW, BILL &JAMBS SEE DETAIL NOTES: Al. BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3. SHEET 4. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED WINDOW WIDTH HORIZONTAL SECTION A -A INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. 012 STEEL SELF-DRILLNO SMS, SEE TABLE 3. SHEET 4. IDE APPROVED LION, ALUMINUM. EL FRAMING OR STEELSTUD. UOR V Wkwow We INSTALLATION 1r-zztl 0 — EDGE DISTANCE DETAIL OPTION 2 WIDTH. VAS H HINGE: WINDOW WIDTH -13-12 DETAIL 2S+ CONCRETEICMU INSTALLATION ANCHORS WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-12 A'xhor A B, C & D 17'-221Y 0 PERANCHOR DIRECTLY INTO MASONRY. HEIGHT: WINDOW HEIGHT • S EMBEDMENT �� Y i, REQUIREMENT ADDITIONAL INSTALLATION BUCK WIDTH - IV MAX ANCHORS MAY NEW TO BE A _t 'fYP:TYP� OR INSTALLED THROUGH THE WINDOW FRAMES AT IV MAX. tb 18 FI `1 /f CHED TO FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. EMBEDMENT ,.� :.�.ENTSILL SEE TABLE BELOW: AND EDGE •.. ;'".3 80SUBSTRATE, DISTANCE PER 20SEE TABLE 3,SHEET 4. OFORSKUBSEMRREQUOtEMENTS. EDGEODISTANCE ATTACHED TO VENTSILIEMBEDMENT _ VISIBLE LIGHT WIDTH (070MENTS. RFF TdRI F d. RHFFT d. JAMB HARD- WARE BUCK HEIGHT TO FRAME JAMB OPTIONAL ADDON FLANGE G HEW, BILL &JAMBS SEE DETAIL NOTES: Al. BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3. SHEET 4. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED WINDOW WIDTH HORIZONTAL SECTION A -A INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. 012 STEEL SELF-DRILLNO SMS, SEE TABLE 3. SHEET 4. IDE APPROVED LION, ALUMINUM. EL FRAMING OR STEELSTUD. UOR V DIRECTLY TO SUBSTRATE. VKXX) BUCKS --►{ �-.-- 10 -MAX SEE DETAIL A2, BELOW DEPICTED AS 2X ARE 1-12' THICK OR GREATER. 1X AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE 1 WOOD BUCK DESIGN AND INSTALLATION _ IS THE RESPONSBILITYOF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE U4'. CONCRETE ' EMBEDMENT DMENT PERANCHOR... INSTALLATION OPTION 3 VERTICAL SECTION B -B INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. Add9m dAndsas RoquM eneach S8eof8•Rww Tdte A Wkwow We EGRESS FORMULAS: 1r-zztl 0 0 DETAIL WIDTH. VAS H HINGE: WINDOW WIDTH -13-12 DETAIL 2S+ 1 1 NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-12 A'xhor A B, C & D 17'-221Y 0 0 1) WHEN INSTALLING COMBINATION UWM HEIGHT: WINDOW HEIGHT • S 0 1 �� Y i, 28'+ ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: IV MAX ANCHORS MAY NEW TO BE WIDTH: WINDOW WIDTH - 7 T INSTALLED THROUGH THE WINDOW FRAMES AT IV MAX. HEIGHT: WINDOW HEIGHT -7 `1 /f FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: DIRECTLY TO SUBSTRATE. VKXX) BUCKS --►{ �-.-- 10 -MAX SEE DETAIL A2, BELOW DEPICTED AS 2X ARE 1-12' THICK OR GREATER. 1X AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE 1 WOOD BUCK DESIGN AND INSTALLATION _ IS THE RESPONSBILITYOF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE U4'. CONCRETE ' EMBEDMENT DMENT PERANCHOR... INSTALLATION OPTION 3 VERTICAL SECTION B -B INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. Add9m dAndsas RoquM eneach S8eof8•Rww Tdte A Wkwow We Aeelwr A B,C8D 1r-zztl 0 0 DETAIL 0 1 DETAIL 2S+ 1 1 a u. WIndcw Hdah1 A'xhor A B, C & D 17'-221Y 0 0 •• ••• • • • • • •• 23' •28.0' 0 1 �� Y i, 28'+ 1 1 With fh4 . NN y�g6 ..'i��i • • • • • • • • • r oaaa as •'CENgF' Ycc,Q• > gy: !!bt • Rev%wn: BY. ` No. 58705 ' Grove 81' Ln • CSS S TIN & INSTALLATION J ROSOWSKI = 7J rub• Q ;O� .••• �TAMP <K/ is}'Jb••••T���E��'``` OGtr oR • • • Hale: :SFS •..cor�oP.• G�`N. �La7 CASEI►�Nl•iIIII�iDQW DETAILS - LM & SM 08/08/12 �. S/ N o. 1s2s • oNAL No orals. FL xz7a �sneer nrerMp rve. Kar aLYriN�iaLeR P.E CERT. OF AUTH. X29298 CA -740 NTS 2 OE 10 MD-CA740-LM P.EJl88708 • • • • • • • • • • • •• •• • • • •• •• DETAIL DETAIL Al •• ••• • • • • • •• �� Y i, • • • IeV�It1aY •�� • With fh4 . NN y�g6 ..'i��i • • • • • • • • • r oaaa as •'CENgF' Ycc,Q• > gy: !!bt • Rev%wn: BY. ` No. 58705 ' Grove 81' Ln • CSS S TIN & INSTALLATION J ROSOWSKI = 7J rub• Q ;O� .••• �TAMP <K/ is}'Jb••••T���E��'``` OGtr oR • • • Hale: :SFS •..cor�oP.• G�`N. �La7 CASEI►�Nl•iIIII�iDQW DETAILS - LM & SM 08/08/12 �. S/ N o. 1s2s • oNAL No orals. FL xz7a �sneer nrerMp rve. Kar aLYriN�iaLeR P.E CERT. OF AUTH. X29298 CA -740 NTS 2 OE 10 MD-CA740-LM P.EJl88708 • • • • • • • • • • • •• •• • • • •• •• CASEM ENT (X) FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 69, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCT'S DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSH) FOR SINGLE WINDOW$ ALL ANCHOR GROUPS'. 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SITES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. G) USING THE TABLE LABELED NANDO W ANCHORS REQU07E0" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW, 8) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 1: ;:!J_, �— 10', SEE NOTE 7, THIS SHEET 740 I 1740 SERFS FRAME SERIES ��� ASSEMBLY TUBE WIDOW 11 � MIN. 812 X 1' SMS FIGURE 2. 740 SERIES AWNING WINDOW L L/41 D FRAME ASSEMBLY TUBE 10', SEE NOTE 7, D THIS SHEET \ 740 SERIES —CASEMENT —*•• WINDOW ►E FRAME —E ASSEMBLY___, � \ 740 SERIES FUM WINDOW* / 'SEE PRODUCTS NOA FOR INSTALLATION SPECS HOLES ' MIN.812X V SMS THROUGH INSTALLATION HOLES 740 SERIES AWNING 740 SERIES CASEMENT WINDOW FRAME 1) DIMENSIONS SHOWN ARE TIP-TO-T1P DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2)ANY 7404SERIES PRODUCT (CASEMENT. AWNING OR FRED CASEMEIM MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE FOR ALL VDIDOWS. USE THE WINDOWS HOA FOR ANC9HORAGE, S2£ AND DESIGN PRESSURE LBITATIONS. 3)ALL WINDOLNS N THE COMBINATION UNIT MUST IE ABLE TO OmMDUALLYCOMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEfM 13LY TUBE TO BE FASTENED TO WINDOW. AS SHOW N DETAILS, WITH MIN. 812 X V SHEET METAL SCREWS. USE THE SANE SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER, FRAMEEMBY G) THE FRAME ASSEMBLY TUBE MAY —ASSEMBLY 0 0 TUBE TUBNOT EXCEED Gr N LENGTH (AS USED TUBE X IN A83' FLANGED WINDOW) OR BE QQ • WirkMv Aacimr ry IHjghl• A B,CflD 1" Sms USED IN TEE ORCRDSS 1' SMS 740 SERFS THROUGH CONFIGURATIONS. CASEMENT WNDOW INSTALLATION HOLES 8) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO 13E CUPPED TO 740 SERIES - CASSERIESEMENT THESUSSTRATE•ALLEXTERIOR CASEMENT EXTERIOR �F�E CASEMENT JOINTS TO BE SEALED BY INSTALLER. WINDOW ASSEMBLY WINDOW 740 SERIES TUBE EXTEWOR EXTERIOR FIXED 7) FOR ALL COMSMATIONUNIT% CASEMENT ADDITIONAL INSTALLATION ANCHORS HORIZONTAL SECTION C -C a WINDOW` MAYNEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D -D vaAdAL fttft IE • • • • • ASEEITABLE BELOW: 1) DETERMINE EACH WDMDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP. SEE FIGURES 182, THIS SHEET. DETERMINE YOUR ANCHOR•GIOUP FF" TAgLE;jSHgET • • 2) FROM SHEETS ", FIND THE SHEET FOR YOUR CLASS TYPE. • • • • • • • • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED IDESIGNPREMIRE(PSFj FOR WMOWSATTACHEDTOA VERTICAL FRAMEASSEMBLYTUBE' ORIDESIGN PRES.WIRE(PSFj ORMIDOWSATTACHEDTOAHORIZONTAL FRAMEASSSMBLYTUW. DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. WAENSKM VIOWN AF%-nP TO• V . FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. • • • • • • 4) USING THE TABLE LABELED 9MNDOWANC.HORS REQUIRED' (TABLE 2 SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEOaP 141-M I AD, S&L A ID 4A QF • YOUR WINDOW. • • • • • • S) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 23. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. 812 X V ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET} m Ragtdaal oa each aa AssmA* Tuba (FAT) t�A7f AW -lyes A 8, C8D 0 0 -.' 0 1 1 1 QQ • WirkMv Aacimr ry IHjghl• A B,CflD 1A0 0 26'- 0 1 2V- I 1 1 - -- - --- - - •---� *-mss •--r--•-----• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Approved as tompIJ10IpAb 140 Fli orida Idloto bate 6JOA8 F eet B7 ("_ 2 Tn J M C4 H � o LL, o o F - _I � m Z Lil N Lu Lu 0 a�s� to O r U-, 0 &M h z 'fid' 1� U m » m ® pN�•WN MN� 4 m o�x4' SV mel yyZZ��oO 0 >aY r oZ V (,LYNN N'C �i ��Q�a'L�.•'A,ICENSE•.�F,p ' N0.58705 VEN0% Group Anchor Substage Men. Min. Edge O.C. Eml edmad Distance Distance Anchor Plate Required? 114' steel Uiiracon Hollow Black Window Anchors Required 8" 1-114" No A 814, steel SMS (05 0#74, 410 SS SMS S. Pine rd8" 1" 1 we- No 0083•TSAIum. 318" 5B' 0.060 No A36 Steel 5J8' 0.050 No A553 Stud, OG 33 318" 5B" .035', ca No B 812 stedSMS (G5) or#12, 410 SS SMS S. Phe Window Width (in) 1' 1318' No 8003-T5Alan. 3B' 518' .050' No A36 Steel 378" 518' A50' No A653 Stud, Or. 33 518' .035', 200a No 114' steel Ullman Ufdw2r I 25.15178' 274W 30' 33.112' 35' 3r Anchor Group Anchor Group AnOwGroup ArahorGrovp Ander Group Anoho Group AROWGawp No C A B C&D A 8 C&D A 6 C&D A 1 B IC&O A 8 JC&D A= Stall Gr. 33 3l8 W .045", 18 Ga. A 8 C&D A B C&D 1-318' Yes Jam 2 2 2 z z 1 2 2 2 2 a 1 2 2 2 1 a 1 2 z 1 2 2 2 22 Yes Under 2r Rodin 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Jane 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 26-15H6' HeaMill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 38-W Head1801 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 4 4 4 4 0 4 4 8 4 4 0 4 4 8 4 4 6 4 6 8 4 48• HUM111 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 4 6 4 4 8 4 4 8 4 4 6 4 6 8 4 0 6 4 8 6 4 6, Hea"M 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 L Jamb6 8 4 6 6 4 6 8 4 6 6 0 8 B 4 8 8 4 0 8 4 ST HeadlSM 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 6$3 Jamb 8 6 6 6 8 6 6 8 0 6 6 0 6 8 8 8 a 8 6 8 6 O• Head= 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 6 8 6 8 6 8 6 8 8 B i0 6 8 10 6 6 10 6 6 10 6 7r Head= 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Jamb 6 8 6 6 8 0 8 10 8 8 10 6 8 10 8 8 10 B B 10 0 Head= 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 �, Jamb Head= 8 1 2 8 2 8 18 2 1 2 10 2 8 2 8 10 8 2 2 2 8 10 2 3 8 1 2 8 2 10 3 0 2 Group Anchor Substage Men. Min. Edge O.C. Eml edmad Distance Distance Anchor Plate Required? 114' steel Uiiracon Hollow Black 1" 8" 1-114" No A 814, steel SMS (05 0#74, 410 SS SMS S. Pine rd8" 1" 1 we- No 0083•TSAIum. 318" 5B' 0.060 No A36 Steel 5J8' 0.050 No A553 Stud, OG 33 318" 5B" .035', ca No B 812 stedSMS (G5) or#12, 410 SS SMS S. Phe 1 518' 1' 1318' No 8003-T5Alan. 3B' 518' .050' No A36 Steel 378" 518' A50' No A653 Stud, Or. 33 518' .035', 200a No 114' steel Ullman 2.85- Concrete 2-1/T 4• 1-318' 2.85k Controls 1" 4' 1;3f4' No Hollow Block 2-U2' S' 1-114" No C 612, slad SMS (05) or#12, 410 SS SMSI S. Phe 5,B" 1" 1318' Yes 6003 -TS Akar. 318' 8f8" 1t16' Yes A36 Steal 318' 518' .05tH Yes A= Stall Gr. 33 3l8 W .045", 18 Ga. Yes or#14, 410 SS SMS #14, steel SMS (G5)rANOMbEd0r. S. Phe 516' 1' 1-318' Yes . 3W 5!B' U10' Yes 3l8' 5!6" .050' Yes 33 3NY 518' .045', 18 Oa. Yes 0Hollow 2.85k Concrete 1" 4" 1314" Yes 285k Canada 2- 4" 1.31 Yes Steck 2-1 5' 1-U4" Yes Filled Block 2-11Y 4• 1314' Yes Fsteel 3.35k Concrete 1' 5' 1374" No Hollow 2-1/T w 1-U4' NO 3.5k Concrete 1-114' 5" 1314' No Hollow Stock & 1- l4 Filled Block 2-112' 5' 1-wr NO NOTES: 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEMEAD, PANHEAD OR FLATHEAD. Jamb snubber Locations Gass Type: PVB SOP (types 1, 4 & 6) (Types 2, 3 & 6.9) m 1T max. torn 07 and Nate each end & 30' � less Required max O.C. 1T max. from 12' max. tan 0 over61 each end & 30" each ad & 30' nAZ z max O.C. Max O.C. 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. 31MENSIONS SHOWN ARE WWDOW TtPTO-TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN SELOW; 7178' ANNEALED SGP LAML GLASS, 114" MASONRY ANCHORS O4T0 CONCRETE, +701.10 PSF DP REQUIRED, NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLE 6, ANCHORS C & D ALLOW A DP OF +70b60. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2, 8 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE RFWRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET I. x•+10• 10'� F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4" I 1 4.11{`. SIDE OF THE AWNING (HEAD & SILL}. {mo, 4• 4• FIXED CASEMENT ANCHORS ISEE SEPERATE NOAk A) FROM TABLE 8, ANCHORS C & D ALLOW A OP OF+7W-83.1. • • • • • • / • • B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SL163TtAA4 • • • • :/ • : • • / 1 DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. • • • �M • / C) FROM TABLE 2B, 6 ANCHORS ARE REQUIRED IN EACH JAMB. • • • �'r • \ �'M • • D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & BILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDE FROM ELEVATION ON Stn 1. • • • • • • \ • • • • • F) PER RULES ON SHEET Z, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME•A Y T:BE i• • .• SIDE OF THE FIXED CASEMENT (HEAD & SILL).• • • • • • • • I5' 21Y 48' 20' �•-� ••• •• • • • •• •• ••• 0 0 0 000 0 0 Approved nm coMplylag WlthtW r.Ir slam cyd� �� a a1 l9roduct N O Q g P- J �g n O J LL Q0 t7 } to g j� � O Z d LU LU $ Q 0) T "Ogj VYNN 44/Z i���i' ��.•' .CENSF. :4(F Na 58705 Lfj '•, STATE OF '� SSiorynG F�..: A. LYNN MLLEK P.E. P.EOa670a w ONmN m =p�xe UV ANN r Ro ax 0 nAZ z U T "Ogj VYNN 44/Z i���i' ��.•' .CENSF. :4(F Na 58705 Lfj '•, STATE OF '� SSiorynG F�..: A. LYNN MLLEK P.E. P.EOa670a FOR GLASS TYPES: 1) 5116° LAM] (118 AN -.09W PVB -118 AN) 14) 7/8° LAMI. IG: (118" AN - 7/16° AIR -118° AN -.OW PVB -11W AN) T--0 W84DOW HEIGHT W WDOw WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. a Design Pressure (Pal), for Single Y1Indoua. AD Anchor Groups wlnaowwtdar under 23' 2618!18' 27-314' 3M 33 -Ur 35' 3T under 23' +70140 +70-80 window Wtdihl +7o1-0 +701-90 +70JAD +M-90 2618110' +M-90 +70-90 +701.80 +78180 +701-0 +701.90 .701.90 38318' +701-90 +701.90 +701-0 +701-90 +76140 +70W +70-80 25.t5r16• 40' +70!40 +70/40 +70140 +701-00 +701-0 •701.90 +701-91 M 60481Nli +70140 +70140 +70140 +7W-90 +70180 +7680 +701.402 Anchor (roup B6 +701-90 +76.80 +70140 +701-88.5 +70-90.9 +701-77.7 +70174.3 A 63' +70140 +70140 +70.80 +7M-84.3 +70F76.5 +M-73.7 +M-70.1 A,C&D 72• +70140 +701.87.2 +701.77.7 +80!-71.5+p--4 +801-80.9 -I. K3 +701-00 78' +70190 +70-84.8 +701-78.7 +1.87.3 +- 88.9 +1-67.2 +1.55.8 +70-90 84' +76-� +701-80.4 +70171.3 +601.82.1 +1-64.2 +701.90 FOR GLASS TYPES: 1) 5116° LAM] (118 AN -.09W PVB -118 AN) 14) 7/8° LAMI. IG: (118" AN - 7/16° AIR -118° AN -.OW PVB -11W AN) T--0 W84DOW HEIGHT W WDOw WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONRGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REORREMENT9. FRAME HEIGHT ASSEMBLY TUBE 10' M1N1(. T • i I WINDOW • • -"i .6-,!-• • • FRAME 10'MAX. ASSEMBLY TUBE 1 VA DOW HEIGHT j�- ADDITIONAL -*" (4 HOR F RE (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOWANCHOR • OLOCAVOW AND"ANT(IM SEE SHEET • • 31FOFOWWADMITIONALANCHORS • • MQUIREDFORTHEFRAME ASSEMBLY • • QBE••• • • • • • •• SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED F'OR'!ME FRgllgiaPLSEMBLY • • • • TUBE. • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •• • • • •• •• ••• • • • ••• • • 4yproved'as compt7[ag with pre Nloe{da ntd C a i oars 6�f � derraia B7 n r o N U 0 C, r0. O W a p W z AZ Z0 0 Z oIi AX w 8 U w � m ® a � ONO)N W N Ztjmy IQa O ay O_Z Z W tt 117 111 11j7 O No. 58705 * ' STRTE OF OCl 0 ♦♦ A. LrR4 MaIER. P.E. Design Pressure (psQ Por Wlmiows Attootod to a Hodmnlai Panne Assarnbly Tube Design Pressure (psi) to Windows Attached to a Vertical Frame Assemby Trane window Wtdihl e urMar 23' waraaautnam 2T-314' 3C 33117 35' 3T M Anchor Group under 23' Anchor Grout Anchor Group 25.t5r16• z7.314^ 30^ Archer Orm 33 -lir 3S' M 37^ A8 B A.0&0 A Anchor Group C&D A Anchor (roup C&O Anchor (roup Anchor Orale Anchor Group +76-80 AnchorGroup Anchor Group -7680 A I B C O A B B A,C&D B A,C&D A 1 B C&D B i A.C&Dr+701-K3 +7640 A.C&D +701-00 under 23• +701-98 -701-90 +717-90 +701-90 +781-8 +79-90 -21 -D .M.99 +M.W +711.90 +70-90 +701.99 +701-� +715-98 +7W-98 +701.90 +70140 +701.90 +7640 2615118^ -701.99 -701-90 +701-90 -701-90 +70/90 +7W.9D +791.90 +M.90 +7n -W +701.99 +701-9D +701.90 -7a.911 +701.90 +701.90 a7W-0 +76-101 +707.90 +7640 35315' «791.90 .701.71.6 +701.90 +70198 +701.81 +7690 +791-90 +70140 *7.9•90 +70140 +70190 +791-90 +70-99 .701.90 +701-90 +701.90 +76-77.7 +701.90 +7677.7 48' +76-73.1 +W.3 +76-90 +701-90 +1-64.8 +76.90 +701-9D +7690 +76.90 +70147.5 +701-90 +7690 +76.78.6 +701-90 +76-90 +7690 +701-811.9 +76.90 77 SO-Wr +159.3 +1543 +701-90 .701-90 +1.81.4 +7.9-90 +701.90 +701-90 +7690 +7683.2 +701-90 +76.90 +701-74.6 +76-90 +6.89.2 +70140 +76.84,8 +70149.2 41.87.3 50' +158.5 H-45.8 +701.84.7 17640 +1.51.8 +701.81.2 +701.90 +76-75.9 +7690 +70-70.2 +76.88.5 +701.80.3 +1$29 +76.60.8 -701-75.2 +76-77.7 *76-74.3 53' +155.7 +IA3:8 +701.80.7 *76.89.5 +l-49.3 +76-77.3 +701.90 +76-72.3 N6-90 H-889 +76&4.3 +76.78.5 +1599 -76.78.5 +701.71.8 +701-73.7 +79470.1 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONRGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REORREMENT9. FRAME HEIGHT ASSEMBLY TUBE 10' M1N1(. T • i I WINDOW • • -"i .6-,!-• • • FRAME 10'MAX. ASSEMBLY TUBE 1 VA DOW HEIGHT j�- ADDITIONAL -*" (4 HOR F RE (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOWANCHOR • OLOCAVOW AND"ANT(IM SEE SHEET • • 31FOFOWWADMITIONALANCHORS • • MQUIREDFORTHEFRAME ASSEMBLY • • QBE••• • • • • • •• SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED F'OR'!ME FRgllgiaPLSEMBLY • • • • TUBE. • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •• • • • •• •• ••• • • • ••• • • 4yproved'as compt7[ag with pre Nloe{da ntd C a i oars 6�f � derraia B7 n r o N U 0 C, r0. O W a p W z AZ Z0 0 Z oIi AX w 8 U w � m ® a � ONO)N W N Ztjmy IQa O ay O_Z Z W tt 117 111 11j7 O No. 58705 * ' STRTE OF OCl 0 ♦♦ A. LrR4 MaIER. P.E. Design Pressure (psQ Por Wlmiows Attootod to a Hodmnlai Panne Assarnbly Tube window Wtdihl e urMar 23' 2618!78' 2T-314' 3C 33117 35' 3T Anchor Group Anchor Omup Anchor Grout Anchor Group AwWrGrarp 1 Anch"O" Archer Orm AO M A8 A8 B A.0&0 A B C&D A 8 C&O under 23• +701-90 +7640 +76-80 +70190 +7642.1 -7680 +701-0 +70178.5 +701-0 +7498 +701-74.3 +70-90 2615110' +701-g +7646 +76-0 +701.90 +70-80 +76-91) +701-8.8 +7680 +7640 +7644 +701-00 +7644 39-3!8' +76.80 +7600 -7640 +70140 +7014D +7686 +70180 +701.90 +76.90 +7W4D +701-0 +701-0 48' +7640 +7680 +701.90 +70140 +701-811 +76-90 +701-0 +76.90 +7690 +7640 +76.90 +70140 80.5/8• +7690 +7690 +76-101 +7690 +7640 +7690 +70-90 +7690 +701. +76 9.2 +701-892 +76892 6G +70190 +70140 +70190 +7668.8 +7640.6 +76.80.6 +76-77.7 +701--77.7 +7677.7 +701-74.3 +7674.3 +78-743 63' +7640 +7680 +76-80 +76.84.3 +T6-76.8 +76-78.8 -701-73.7 -76-73.7 +7673.7 +761-70.1 +701-76.1 +70170.1 77 +7690 +7647.2 +70177.7 +701-71.5 +601.824 0186.82.4 +6690.8 +86.80,8 +8680.9 +/-89.3 4159.3 +1593 76 +7690 +76.84,8 4701-76.7 41.87.3 +-88.9 +-88.0 H.8T.2 +1.072 +157.2 +155.8 +l-88.8 +1-x.8 84' +7690 +7640.4 +76.71.3 +86.811 1 +144.2 +1542 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONRGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REORREMENT9. FRAME HEIGHT ASSEMBLY TUBE 10' M1N1(. T • i I WINDOW • • -"i .6-,!-• • • FRAME 10'MAX. ASSEMBLY TUBE 1 VA DOW HEIGHT j�- ADDITIONAL -*" (4 HOR F RE (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOWANCHOR • OLOCAVOW AND"ANT(IM SEE SHEET • • 31FOFOWWADMITIONALANCHORS • • MQUIREDFORTHEFRAME ASSEMBLY • • QBE••• • • • • • •• SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED F'OR'!ME FRgllgiaPLSEMBLY • • • • TUBE. • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •• • • • •• •• ••• • • • ••• • • 4yproved'as compt7[ag with pre Nloe{da ntd C a i oars 6�f � derraia B7 n r o N U 0 C, r0. O W a p W z AZ Z0 0 Z oIi AX w 8 U w � m ® a � ONO)N W N Ztjmy IQa O ay O_Z Z W tt 117 111 11j7 O No. 58705 * ' STRTE OF OCl 0 ♦♦ A. LrR4 MaIER. P.E. T WINDOW HEIGHT W SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTmES. FOR GLASS TYPES: 2) 7/16' LAMI (3/16 AN -.090" SGP - 3116 AN) a WNDOW t�i61iT Design Pressure (080IN Singta Windows. AD Anchor Groups Window worm Design Pressure (psf) fa Window Attached to a Horizontal Forma Assanby Tube TUBE IT WX. urates23' 26116118'M27-43WWW30• ADDITIONAL 33 -IM 3V 37•under weed_ 23` +901-130 +901 1138 +g01-130 39CE130 +98!-130 +f#Of-138 +601-130 26.15116* 25-15110" +901-130 +W-130 35• +WI.130 +901.130 +901-130383!8• Anchor Group .801-130 +901.730 Anchor Group +9W-130+901-130 Anchor Group +801791) +90I-530 48' +901-130 *9_-130 +901-130 +901.130 +8W-130 +8W-130 8 60518' +9W-130 +901-130 37' +991-130 +901.130 +807-130 *@01130 Anchor Grasp 60` +9W.130 +801.130 +701-90 +9W130 +901-130 +901-130 +901-130 Anchor Group +7019D +901.130 +9W-130 Anchor Group *901-130 +901.130 +801-130 +9W-129.8 C 72" +901-130 +901730 +9W-130 +901-130 +9W12g.1 +801-122.6 +9W -11a8 .7019@ 78• +801-130 M9&•129 +601.130 +901-130 +901124.1 +9W-116.7 +9_107.8 B 84' +901430 1 +901-130 +801-130 +901430 +BW -118.4 +TW O +701.90 T WINDOW HEIGHT W SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTmES. FOR GLASS TYPES: 2) 7/16' LAMI (3/16 AN -.090" SGP - 3116 AN) Tem c - WNDOW t�i61iT FRAME ASSEMBLY Design Pressure (psf) fa Window Attached to a Horizontal Forma Assanby Tube TUBE IT WX. Design Pressure W for W b mws Attached to a Vediral From Assewiy Tube ADDITIONAL • 61WIpR • • (4). Ub'X-Cb weed_ WIBb WDmove •• • T SFF SHEETS I & 4 FOR 416NDOW ANCHOtt e under 2r 26.15116* 27.314' 30• wbdowwtaih 35• 3T Anchor Group Anchor Group Anchor Group Anchor Group m Anchor Group under 2r Anchor Group 25.15118' Anchor Group 273/d' 1 30• A0 A9 33112' 8 35° A S 37' A B C&D Anchor Grasp +701.90 +781-90 Anchor Group +701-90 Anchor Group «701-90 Anchor Group +701-78.5 Anchor Group +7019D Anchor Group +7&-90 Anchor Group 25.15116` +701-90 A 1 8 C D A 8 C&D 8 A,C&D Ar+701.83.12 .7019@ C&D A B C&D B A,C&D A B C&D +7&•90 under 23' +701-90 +701.90 +701-90 +TW O +701.90 +701.90 +7W90 +701-90 +701-90 +701.90 +701-90 +701.90 +70190 +70190 +7&•00 +701.90 +7&9D +701-90 +701.90 +7&•90 t 2&15118' +701.90 +7090 +701.70 +701.90 +701.90 +701.90 *7W9D +701.90 +701-80 +70190 +70190 +701-90 +701-90 +701-90 +70190 +701.90 +7019@ +701-90 +TW -W +701.90 +7&.90 38-W +701.90 +7&.71.8 +701-90 +TW -90 +701.81 +701-90 +TW.90 +701-90 +701-90 +7W90 +7&-90 +701.90 +70190 +701-90 +7W -9D .701.9@ +70190 +70190 +701 90 +701-90 +7&-90 48' +7&-73.1 H-57.3 +701-0 +7&90 +1.64.8 +701.90 +7&-90 +7_90 +701.90 +7&-90 +701-90 .7&•90 +701.90 +7&90 +7&-90 +7&•90 .7&90 .70f98.9 +7&-� +7&-90 50.518' +1-89.3 +1-54.3 +701.90 +7&90 +1-81.4 +701.90 +7W� +70190 +7&.90 +7&-90 +701-90 +7&90 .701-90 +7&•90 +7&90 +701492 +70M -701-M +7&44.3 .7&•90 80" H-586 +1.45.8 +7&447 +7&90 +141.8 +T&41.2 +T&•80 .7&•76.9 +7&-90 +7&-89.8 :7&•90 *7&�.3 +7&-78.8 +7&90 +7&.76.2 +7&•90 +7&90 +T&•712 +7&-�Or H55.7 +1 13.8 +701.887 +70149.5 +1-49.3 QW -77.3 +T&.t0 +7&-72.3 +7&-90 +701 W +M_90 +7&•7&5 +7&•749 +T&96 +7&90 +7&4&5 H47.8 +7&•90 Tem c - NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REWREMENTS. WNDOW t�i61iT FRAME ASSEMBLY Design Pressure (psf) fa Window Attached to a Horizontal Forma Assanby Tube TUBE IT WX. ADDITIONAL • 61WIpR • • (4). Ub'X-Cb weed_ WIBb WDmove •• • T SFF SHEETS I & 4 FOR 416NDOW ANCHOtt e under 2r 26.15116* 27.314' 30• 33112' 35• 3T Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Al A0 A9 A9 8 A C&D A S C&0 A B C&D under 23' +701.90 +781-90 .701-90 +701-90 .7&421 «701-90 +M.9D +701-78.5 +701.90 +7019D +701-743 +7&-90 25.15116` +701-90 +701-90 .70190 +701-911 +701.80 .7orm +70148.8 +70190 +70190 +705.84 .7019@ +701•90 384w +70190 +70190 .70198 +701.0 +70198 +7111•90 +7&•90 +701•90 +701.90 +70190 +701.90 +79-90 48' +7&-90 +701•90 +701-90 +701.90 +711190 +70f•90 +701-90 +701-91) +701.90 +701-90 +701.90 +70190 i 505&8" +Y(Y 90 +701.90 +70490 +7W.0 +701.98 +70?•0 +7&-90 +701.91) +70190 +70140 +701.90 +701.90 or +7W90 .7&90 +?(Jim .701.90 +7&.90 •707.90 .mm +701.90 +701.90 +701-90 +701.90 +70? -98 33 or +IW -90 +7&-90 +70190 .70!.90 +701.90 +70190 1 +701-90 1 +70190 +701.90 +701-90 1 +781.98 +7&-90 7r +701-90 +701-9D +70190 .701-90 +70198 .701• .7x-90 +701-90 +7&•90 +701-90 +7&-90 +7&90 78' +701-90 +7&.9D +701.90 +701-90 +7&-90 +7&90 +7-90 +7&-9p +701-90 +701-90 +701.98 +7-90 84` 1 +70190 +701-90 +70190 +701.90 +701-90 +7010 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REWREMENTS. FRAME 10 -MAIC --►I 4- TUBE1691.Y I TUB£ T_ WINDOW HEIGHT Whom W07TH ADDITIONAL l ANCHOR (4). IF REO. • • 16-�Q>�%4TtT1ES. SEE SHEET ANCHORS • • 1;1EFRA1vlEASSEMBLY to • TNBE• • • LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITWNALANCHOR$ REQUIRED FOP%THE FRW§9SEMBLY• • • • TUBE • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •• • • • •• •• 000 0 0 0 000 0 0 Approved "complying whin ri• D tech Wrong Cod lot WAIF daProda g Z N Q h 119 J LL o a O o w CL o LUCl) N � Z� a z Z �o�-,� an a IAi Ap pW �Ny � CL, =Uma 6 ioo-'x o GZ 2 U till fill, i * ' No.58705 Qom•• STATE OF F A LYNN M P.E. RE968705 WNDOW t�i61iT FRAME ASSEMBLY TUBE IT WX. ADDITIONAL • 61WIpR • • (4). Ub'X-Cb WDmove •• • T SFF SHEETS I & 4 FOR 416NDOW ANCHOtt FRAME 10 -MAIC --►I 4- TUBE1691.Y I TUB£ T_ WINDOW HEIGHT Whom W07TH ADDITIONAL l ANCHOR (4). IF REO. • • 16-�Q>�%4TtT1ES. SEE SHEET ANCHORS • • 1;1EFRA1vlEASSEMBLY to • TNBE• • • LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITWNALANCHOR$ REQUIRED FOP%THE FRW§9SEMBLY• • • • TUBE • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •• • • • •• •• 000 0 0 0 000 0 0 Approved "complying whin ri• D tech Wrong Cod lot WAIF daProda g Z N Q h 119 J LL o a O o w CL o LUCl) N � Z� a z Z �o�-,� an a IAi Ap pW �Ny � CL, =Uma 6 ioo-'x o GZ 2 U till fill, i * ' No.58705 Qom•• STATE OF F A LYNN M P.E. RE968705 FOR GLASS TYPES: 3) 7/16° LAMI (3/16 HS -.090' SGP - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN -1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) 9) 7/8" LAMI. IG: (3116"T -1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) T WINDOW HMGHT WIDTHII SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 10 -MAX TUBEAWI.Y I TIDE T Design Pressure (psQ for Single Windows, All Anther Groups WINDOW HEIGHT window v4m i - B under 23' under23'2&1&11' +M-130 *W-130 27.314• +0011-130 30' +90%130 334W +901.130 38' +907-130 3T +801-130 28.16118' +90/-130 +901-130 +00.130 +9y-130 +90I-130 +907-130 +007-10 39.318' +90/-130 +9y-130 +904-130 +9911-130 +901-130 +901-130 +M.130 Anchor Group 48• +901-130 +001-130 +901-130 +94-130 +901.130 +901-130 +961-130 1D-808' +80)130 +90(.130 +.-130 +861.130 +906130 +901-130 +901-130 S 90' +9-130 +801-130 +8W-130 +901-130 +906130 +901-130 +901-130 *70140 83' +W-130 +001-130 +806130 +8W-130 +901-130 +801-1� +906130 Arxlat Group 72' +8(-130 +801-130 +g0(-130 +8W-130 +901-130 +801-130 +8W-130 D 78' +801-130 +901-130 +806730 -W430 +901-130 +8W-130 +801-130 B IC&O 84" +BW -130 +801-130 +906130 +W-130 1 +901.130 +70f-90 under 23' +701.90 FOR GLASS TYPES: 3) 7/16° LAMI (3/16 HS -.090' SGP - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN -1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) 9) 7/8" LAMI. IG: (3116"T -1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) T WINDOW HMGHT WIDTHII SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. NOTES., 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2)SEE SHEET 4 FOR SNUMER REQUIREMENTS. WINDOW FRAME MEIGHT ASSEA01LY ,L_ TU13E 10' MAX ADDITIONAL. t (i01MO. 0 • • • FRAME 10 -MAX TUBEAWI.Y I TIDE T Design Pressure (psn for Wbrdw4s Attached to a Horaental From Assembly Tobe WINDOW HEIGHT i - B Design Pressure W for Wbdows Allachad to a Vertical From Assm* Tube rf ANCHO NAL F"- ANCHOR (4j, IF REO. Window Width umfer23' 26.15118' 27.314" 30' 33-112" Window W tdh 3F Anchor Group Anchor Gawp Anchor Group Anchor Group Anchor Group m under 23' 25.1611G 27-314' All 30" All A5 33112' A,C&D 35' S C&D 37° B C&O uraer23- Anchor Group +7(40 *70140 Anchor Group 47(82.1 Anchor Group +701.90 Anchor Group +701-90 Anchor Group +7044.3 Arxlat Group Anchor Gror( +70.90 +70140 +70.20 A 1 B C D A B C&D B A,C&D A B C&D A B IC&O +7(40 8 1 A,C&D A S C&O +70f-90 under 23' +701.90 +701.90 +701.90 +7W-90 +701-90 +701-9() +70190 +701-90 +7W 90 +70.90 +7W40 +701-90 +701-90 +701.90E+79.W +7W -9D +701.90 +7011.80 +70190 +701.90 +701-90 +7&40 W5118' +70140 +70140 +70140 +701W +7W-90 .701-9() +701-90 +70190 +701.90 +701.90 +70190 +70190 +701-90 +70190 +7&40 +7W90 +701.90 +701411 +70190 +701-90 y 3&31E• +701.90 .70171.6 .70190 +70140 +70141 +701M +701-90 +70140 .701-9D +70140 +701.90 .moo +701.90 +70190 +70140 +7W-� +70140 +701 .7014() +70140 48' +7W-731 +157.3 +70(90 +701.90 .184.8 +701.90 +701-90 +701-9) +70190 +701.90 +70197.8 +701.90 +701-gD +701.90 7a' +701-90 .70190 +70140 +7088.9 +701-90 +7&40 50518" +1.89.3 +1.54.3 +70140 +70140 +181.4 +701.90 +70190 +701- +79.90 +701.90 +701.83.2 .701.90 +70140 .70140 +7(892 +70140 +701.90 +701.84.3 +7.90 80' .159.5 +1.45.8 .70184.7 +70190 +151.8 +701-81.2 +7Of40 +701.75.9 +70140 .7(•89.8 +701.70.2 *7.90 +7(-K3 .7(-78.8 +70)-752 +70140 +7(-90 +7(Y-71.2 +70190S3' 44 -Ml +1.43.8 +7.80.7 +7(89.5 4149.3 +701.77.3 +701 +701-72.3 01-�+7(•85.3 N.W9 +70190 +70176.5 .7(74.9 +M -7t.6 +701•90 +701885 +181.8 r +7.90 NOTES., 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2)SEE SHEET 4 FOR SNUMER REQUIREMENTS. WINDOW FRAME MEIGHT ASSEA01LY ,L_ TU13E 10' MAX ADDITIONAL. t (i01MO. 0 • • • FRAME 10 -MAX TUBEAWI.Y I TIDE T Design Pressure (psn for Wbrdw4s Attached to a Horaental From Assembly Tobe WINDOW HEIGHT i - B I0( -^I rf ANCHO NAL F"- ANCHOR (4j, IF REO. Window Width umfer23' 26.15118' 27.314" 30' 33-112" 35' 3F Anchor Group Anchor Gawp Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group ArtchorOroup All A9 All A5 B A,C&D A S C&D A B C&O uraer23- +70140 +7(40 *70140 +761-90 47(82.1 +70'40 +701.90 *7W-78.5 +701-90 +7.90 +7044.3 +711f-90 25.1&16" +70.90 +70140 +70.20 +70Y40 +7&40 +7(Y40 +7(48.8 +701-9() +70190 +7W.84 +7.90 +7W -9D 38.3)8' +70'-90 -7440 +7(40 +7&40 na40 +70140 +70140 +701-90 +70f-90 +70P90 +701.9D +709-90 48' +70180 +7&40 47&40 +7&-90 +7&40 +7&40 +70'40 +7(-90 +7W -9D +701-90 +70f -9D +70190 = 50516° +7&40 +70140 +7&40 +7&40 +7&40 +70140 +710140 +701-90 +70690 +7.90 +7W-90 +70f-90 60' +7&40 *7&40 +70140 *7&-9D +7&.90 47&40 +71r40 +AWAO +70140 +7W-90 +701-90 +7W -W 3 Sr +70'40 +70190 •T&40 +79-90 +70'.90 +70'40 +70140 +7W4D +70140 +701-90 +701-90 +701-90 T2" *70140 470140 +74y40 +7&40 +7(y40 +7&40 +7&40 +701-90 +7W-90 +70190 +7W-90 +7&-90 7a' +7040 +7040 •70140 +7W90 +7&40 +7&40 +7&40 +70-90 •7.90 •7W -9D +7(-90 +701.90d 84' +T&40 +7&40 +7&40 +7&-90 +7&40 +701-90 NOTES., 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2)SEE SHEET 4 FOR SNUMER REQUIREMENTS. WINDOW FRAME MEIGHT ASSEA01LY ,L_ TU13E 10' MAX ADDITIONAL. t (i01MO. 0 • • • FRAME 10 -MAX TUBEAWI.Y I TIDE T WINDOW HEIGHT i - I0( -^I rf ANCHO NAL F"- ANCHOR (4j, IF REO. • 3. SEE St1EET • mONALANCF_R3 FO �HEFRAMEASSEMBLY SEE SHEETS 1 & 4 FOR WINDOWANCHOR LOCATIONS AND QUANTmES. SEE SHEET 3 FOR ANY ADDITIONAL ANCKORS REQUIRED FOR THE IitipOfE ASSEM4Y • • • TUBE. • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4pprored as mmptyla8 With the Florida Bolding ode Date %3 omi9 doProdaet trot B9 J dQ W �Q atf .>t Z� r o a.o I o p0( I � AZ � Z w a w W < (j) V o O 1? U m a >M gM JO r`OOX 1( ZWm4i WWU FZ OO O cZ Oz 1111rI111 LYNN 4 `��'C�'.•oCENSF * No. 58705 IA - STATE OF 147: i •� .,AlOR10V'•• A LYNN Wl I.ER,P.E. T FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16° AIR -1/8" AN - .090° PVB -1/8" AN) V404DOW HEK3HT •-� VADTTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Deslgn Pressure 6" for Stage WUMowe, AD Anchor Qtoupe DmIgn Pmssm W for Wbldaws AtUwW to a Hoftwriah From Assembly Tube Deals Pressure 04 for Wholom Atlachad to a Vaideai From Assambty Tube Window wdm under 23' 28.18!18' 27-Wr 30' 33.1/2' 36' 37' under 23' +70190 +781.20 +70140 +m -w +70140 +1140 +701.90 273(4' 26.16/18' +70140 +79140 +701-90 +70)-90 +7N-90 +701-90 oepso under 23' 38-W +70/.90 +70140 +70140 +70140 +70140 +70140 +701.90 48' +7190 +701.9D +701-9D +70/40 +701-80 +70F90 +70)-90 Anchor Group 60518` +70/40 +70140 +7W40 +70140 +7140 +70140 +7190 80' +7N-90 +701-90 +701.0 +70140 +7x.90 +701.88.6 +701.84.6 D 83• 1 +70/40 +70/40 +7W -9D +70140 +701.872 +71.84 +701.78.9 B 7Y +70/-90!71-90 A,C&O +70146.5 +70/.81.6 +8W-70 +81.69.4 +1.87.6 +70/.80 78" +7W40 +70190 +71.86.3 *70176.7 +8187.2 +8185.2 +BW43.3 +7190 84' +M-0/ +7140 +701-81.3 +601-70 +80/-81.8 p 25-1511V +70140 FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16° AIR -1/8" AN - .090° PVB -1/8" AN) V404DOW HEK3HT •-� VADTTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. TART F Iii DmIgn Pmssm W for Wbldaws AtUwW to a Hoftwriah From Assembly Tube Deals Pressure 04 for Wholom Atlachad to a Vaideai From Assambty Tube Wltt�v WWih WNdotY WWth 18118' 273(4' 30• 33112' 36' m under 23' W 2818!18• Anchor Group 27 3t4' Anchor Group 30' Andw Group 33.1J2' Anchor GroupmW 36' 3Y All All Anchor Group B A,C&D AnchorG" 8 Anchor Group A Armhor Group C&D ArohcrGroup +70140 ArmhorOroup Anchor Group *7W-90 A 1 B C D A B C&O B A,C&O A B C&D A B C&O B A,C&O 8 A,C&D +70140 under23• +70140 +70140 +70/.80 +704 -Tor +7W.90 +70/.90 +7W40 +70140 +7140 +70140 +70/-90 +78140 +7190 +7W40 +7140 +7W40 +7190 +781-90 +70140 p 25-1511V +70140 +7W40 +701-W +7W40 +701-90 +7140 +71-90 +70140 +70140 +7W40 +701-1• +70140 +71-90 +701.90 +7180 +7140 +7W40 +7140 +70140 ig 38318• +7140 +7W71.8 +79140 +7140 *7141 +70140 +701-90 +7W -W +7180 «701-80 +70140 +7140 +7W -W +7140 +7140 +7140 +7W40 +7140 +7W40 *70184.8 48• +70/-73.1 +187.3 +7W40 +70140 +/-84.8 +70140 +70140 +70140 +7190 +70140 +7187.8 +70140 +7100 +7178.8 +7040 +70140 +79140 +7148.8 +70180 +7138.8 W0 W 41.88.3 +1.64.3 +701-11 +7140 +MA +71.80+701.90 +818 +7140 *701-80 +701-M +7014U +7140 +70140 +70174.6 +7140 +71.88.2 +7140 +7&44.3 +M.90 +81.862 80•+1-88.5 +8W-83.3 +145.8 +7184.7 +70140 +151.8 +7181.2 +71.80 +701-769 +70M +701-89.6 +701-702 +70140 +70140.3 +/.M$ +7190 +717&2 +701.88.8 +70171.2 +701.84.8 83' +1-05.7 +143,8 1 +70/-W.7 +701$8.8 +140,3 +70/-77.3 +70140 1 +71723 +701.80 +701.85.3 +/48.8 +7140 +70178.8 1 +1 ; +71872 +7171.8 +7W44 +P9.8 +71781 TART F Iii NOT • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY ,r r TUBE 10• MAX • (4)• • "-1 =.[.'- • • • • FRAME 10' MAX ASSEMBLY ri01E T WINDOW HEIGHT 1 WINDOW f AANCHOR NAL v"m (4 IF}, REO. SEE SHEETS 1& 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS • RBFIUTAEDFORNHEFRAME ASSEMBLY • • TUBE• • • SEE SHEETS 1 & 4 FCR WINDOW ANCHmt LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOMTHE FRllAl MSEMBLY• • • • BE. • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••0 see 06 • • • • • • • • • • • • • •• •• • • ••• • • •• •• ••• • • • 0 4Fr mw m c«g,14hg1.1tt IAr FI"rWn i.,lJtsg sd* $`AAe M ml Dc e � tlR J O W 2 ._hilt Q W i 0 w 00 (L �Z Z OfY (L z O z Lu 3 0wgU ¢ U o a CNN W N SV my d >a0 O nZ z �`�a'C��•'VCENSF � • F'P ��: No.58705fuz '. ST TE or • �� SS/ONAV- AL LYNN MILLER, F.E. P.B.aum DmIgn Pmssm W for Wbldaws AtUwW to a Hoftwriah From Assembly Tube Wltt�v WWih 18118' 273(4' 30• 33112' 36' 37'nchor W Anchor Group Anchor Grasp Anchor Group Andw Group Anchor GroupmW All All AN B A,C&D A 8 C&D A B C&D under 23• +70140 +70140 +70140 *7W-90 +71P.1 +7190 +7&40 +70178.5 +701.90 +7141) +7174.3 +7140 2818!18' +701-90 +7140 +7140 +7140 +7140 +70140 +71.88.8 +71.90 +70140 +7W44 +70/.9D +7040 384W +701-0 +70140 +70140 +7190 +70/.90 +70140 +70140 +7130 +7140 +70140 +70140 +7W -w 48' +7140 +7140 +7140 +70140 +7140 +70/40 +7140 +7140 +7140 +70148 +70140 +7190 504V +70/40 +7190 +70140 +701-90 +70140 +71.90 *10/40 +7140 +7190 +701 77W-90 X70140 Eor +7140 +7W40 +70140 +7W40 +70%90 +71.90 +7W-8&6 +70188.8 +7188.8 +7134.8 *70184.8 +70134.0 83' +7140 +70140 +70140 +7W-90 +7187.2 +7137.2 +7180 +7134 +701-84 +7178.9 +7&-7&8 +70179.9 -W +7&40 +7138.8 +71.81.6 +80/70 +8&-70 +8W -W4+81$&4 +6188.4 &.8y.8 +818 +8&87.8 R701 +70190 +7140 +701-88.3 +70/-78.7 +6W-87.2 +8187.2 +801.852 +8W-862 +81.862 +8183.3 +8W-83.3 +81.83.3 +7130 +70140 1 +70141.3 +60170 +80181.8 +80181.8 NOT • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY ,r r TUBE 10• MAX • (4)• • "-1 =.[.'- • • • • FRAME 10' MAX ASSEMBLY ri01E T WINDOW HEIGHT 1 WINDOW f AANCHOR NAL v"m (4 IF}, REO. SEE SHEETS 1& 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS • RBFIUTAEDFORNHEFRAME ASSEMBLY • • TUBE• • • SEE SHEETS 1 & 4 FCR WINDOW ANCHmt LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOMTHE FRllAl MSEMBLY• • • • BE. • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••0 see 06 • • • • • • • • • • • • • •• •• • • ••• • • •• •• ••• • • • 0 4Fr mw m c«g,14hg1.1tt IAr FI"rWn i.,lJtsg sd* $`AAe M ml Dc e � tlR J O W 2 ._hilt Q W i 0 w 00 (L �Z Z OfY (L z O z Lu 3 0wgU ¢ U o a CNN W N SV my d >a0 O nZ z �`�a'C��•'VCENSF � • F'P ��: No.58705fuz '. ST TE or • �� SS/ONAV- AL LYNN MILLER, F.E. P.B.aum TART C 41. TAM ... FOR GLASS TYPES: 6) 716" LAMI. IG: (3116" AN -114" AIR - 3116" AN - .090" SGP - 3116" AP 8) 718" LAMI. IG: (3116"T -114" AIR - 3/16" AN - .090" SGP - 3116" AN) T - WINDOW HEIGHT -4 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS Aft QUANTITIES. a A9SEe�LY TU9E WINDOW HE W{TTUBE Design Pressure (pat In Single Whtlative, All Arlohor Groups FRAME Y Wtndmv WWfh 10• MAX under 23' 28.18116' 27.314' 30' 33.112* 37' • under2r +8-130 +906130 +906130 +801-139 +001-130 +901.130 +9W-130 • • 25-1&IW +901-139 +901-130 +SW -130 +901.130 +801-139 +8W-130 +901-130 36• 383!8' +901-130 +8-130 +9W-130 +W430 +90f-130 +8W-130 +9W-130 m 48' +9W-130 +8W430 +8W-130 +W-130 +906130 -OW-130 +9W-130 30' 50.1 +901-130 +9-130 +9-130 +901-130 +W.130 +W-139 +906130 B +701.78.6 60' +8W-130 +8-130 +801-130 +9W-130 +SW130 +8-130 +9W-130 AnUror Grasp +701-98 Anchor Group t9-130 +901-130 +801-30 +901-130 +801-130 +801-1� +70140 A +9-130 i +906130 +901-130 +9W-130 +901-124.6 2.1118.7 C&D m A +8W430 +906130 +9&.130 + +9W-1282 C&D 8 A,C&0 +901-139 *801-1� +0-130 +801-11&4 2r +70190 +7W -9D TAM ... FOR GLASS TYPES: 6) 716" LAMI. IG: (3116" AN -114" AIR - 3116" AN - .090" SGP - 3116" AP 8) 718" LAMI. IG: (3116"T -114" AIR - 3/16" AN - .090" SGP - 3116" AN) T - WINDOW HEIGHT -4 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS Aft QUANTITIES. Tent P 4o - 10 -MAX -►•I A9SEe�LY TU9E WINDOW HE W{TTUBE Design Pressure WQ for WWndows ABachred to a Horizontal Flame Assasbly Tube FRAME Y • • 10• MAX Design Pressure W rar W4tdmvs Attached to a Vertical Fume Assembly Tube • • • REQ/tt:ED THE • • ( ff411 REi. Wh91t • • • WM ham" ANCHOR • • (4). IF RE•. • • •• !-116• 27.3/4' 30' Wimbw Wldh 36• 000 3r MAftchw fjA-mh*r ip Amh w �p m Anchor �p under 2r Anchor Group 2575818" 27-314' 30' under 23' +7-90 331r All +70M 35' 8 +7W82.1 A,C&D +701.9D 37' B +701.78.6 C&D +701.90 A +701.90 6 +7-74.3 Anchor Group 251611(' Anchor Group +7-911 AnUror Grasp +701-98 Anchor Group +701-90 Anchor Group +70180 Anchw Group +7-84 Andra Group +70140 A 8 C D A B C&D S A,C&D A B C&D A 6 C&D 8 A,C&0 A B C&D tmdw 2r +70190 +7W -9D +70199 +7W -9D •7W -If +70190 +701.90 +701.90 +701.98 +701-90 +70190 +701.90 +701.88 +TW -W +7W -9D +7-90 +701.9D +7W.98 +701 90 +79690 I� 25.16116' +701.99 +7W -9D +701-� +701.9D +70149 +701-90 +70/.10 +7-90 +701.90 +701-90 +701-9O 4701.90 +7W.90 +7--90 +M -9D +70190 +701-90 +701.90 +701.90 +701.90 +70190 38318^ +70190 +7&-71.8 +70190 +701-99 +TW91 +70190 +70190 +7&90 +7019D +701-90 +7(YM +7W-90 +701-90 +7&90 +701.90 +701.90 +741-90 .701-90 +701.90 +701.9 +70f90 48" +701.731 +/-57.3 +7-90 +701.90 +1.64.8 +701-90 +7-90 +701.9D +M-90 +701.90 +701.87.8 +m90 +7W-90 +701-90 +701.9D +m -W +7W.9D +701.90 +701-K9 +7WM +7& -SD 50518" +1.69.3 +1.54.3 +701.90 +70190 +181.4 +70190 +70190 +7W-90 +7090 +7-90 +701.83.2 +701.90 +701.90 +701.90 +701-90 +701$92 +701-90 +TW -9g +7--84.3 +M -SO 6(" +158.6 +1-05.8 +701847 +701-9D +151.8 +70191.2 +7W90 +701-75.9 +70190 +701.89.8 +701-70.2 -+-7W-.CD-T+-7O/.K3 +7W-78.8 +7-90 +701-75.2 +7-.90 +7-90 +701-71.2 +7W -W or +155.7 +1.438 1 +7-$97 -TV-89.5 +149.3 .701.77.3 +701-90 +701-723 1 +70f-90 +701.85.3 .1,66.9 +79890 I +7W-70.5 +701.74.9 +701-90 +M.71.8 +T -9g +7-$95 +W.8 +701.90 Tent P 4o - NOTES: 1) SED: SHEET 4 FORADDITIONAL SAMPLE CONFIOURATION.9. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. T - 10 -MAX -►•I A9SEe�LY TU9E WINDOW HE W{TTUBE Design Pressure WQ for WWndows ABachred to a Horizontal Flame Assasbly Tube FRAME Y • • 10• MAX eWUtCWw • • • REQ/tt:ED THE • • ( ff411 REi. Wh91t • • • WM ham" ANCHOR • • (4). IF RE•. • • •• !-116• 27.3/4' 30' 33.12' 36• 000 3r MAftchw fjA-mh*r ip Amh w �p Annan Group Anchor �p An" G oup Anchor Group AnderQa* under 23' +7-90 I +70M All +70M All +701.90 8 +7W82.1 A,C&D +701.9D A +7-90 B +701.78.6 C&D +701.90 A +701.90 6 +7-74.3 C80 +7W-90 251611(' +701-W +7-911 +701-90 +701-98 +70f98 +701-90 +70189.8 +70180 +701-98 +7-84 +70/90 +70140 38-W +701.90 +7W -9O N&40 +70/40 +7-48 +70140 +701 +70190 +7-90 +70140 +70190 +7-48 4r +7W90 +70f90 +701-90 +70140 +70140 +701.90 +7-40 +7W-90 +7-90 +70148 +7090 +7&48 504 +7W40 +70140 +7048 +70140 +70190 +70PW +70140 +7&40 +70140 +701 +7040 +74140 SO" +70t-90 +70140 +7080 +70/40 +70140 +701-90 +701-00 +70190 +70t-90 +7-90 +701-90 +70140 83' +701.80 +70t40 +70190 +7-90 +70140 +70f.90 +70140 +W40 +70140 +70140 +70J•90 +701-90 7r +70149 +70-90 +701-20 +70F40 +701.90 +70140 +7-10 +70WO +70f90 +7W -W +70f40 +701-9D 76• +70140 +7W90 .70190 +7&40 +70190 +70f•90 +70140 +70140 +70f90 +7-90 +7-90 84• +701.90 +7& -SD +70M +7W90 +7&40 .701-90 NOTES: 1) SED: SHEET 4 FORADDITIONAL SAMPLE CONFIOURATION.9. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. T - 10 -MAX -►•I A9SEe�LY TU9E WINDOW HE W{TTUBE LOCATIONS AND QUANTITIES. SEE SHEET FRAME Y • • 10• MAX �iD1TW • • • REQ/tt:ED THE • • ( ff411 REi. +�•• • • • WM FRAME 10 -MAX -►•I A9SEe�LY TU9E T- LOCATIONS AND QUANTITIES. SEE SHEET wamm HEIGHT 3FOR ANYMON RS • • • REQ/tt:ED THE • • • • • • • TUBE • • • • • • WOIADDMDW ham" ANCHOR • • (4). IF RE•. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR QtTANRTIEB. SEE SNEET � 3 TIONILLAN(210R3 • 'ljiEFWN(EASSEMBLY • BE• • • SEE SHEET31 & 4 FOH VVlNUDW ANWiOR LOCATIONS AND QUANTITIES. SEE SHEET 3FOR ANYMON RS • • • REQ/tt:ED THE • • • • • • • TUBE • • • • • • • • • • • • • • • • • • • •• • • 000 00 ••• • • • • ••• • • • •• •• • • • •• •• •f• 0 0 0 000 0 0 APtusvcd m camp (Nag stib We Flstlda 9n Dnlc AtOAg 9J nal a Produe C By J LU 6g6q e�j �' Q Z� r C, 01 � Io LU o 6i co W C40 a o z Z_ YLLI a w g Z � � LU O�xE' € A.; �Zos " noZ a 1!111 / LYNN �% • STATE OF !t/� �iO'��S•. FLORIOP.•�Cj•�: ",/1,10NA1:0G .� A LYNN MILLER P.E Item Dwg, S 1 Dewription Material 1 7002 Main Frame Head, Sill & Jamb 0083.70 Alum 2 7071 Anchor Plate 6083 -TO Alum. 3 7006 Sash Top,Bottom&Side Rail 6083-T6 Alum 4 7008 Frame Corner Key Steel S 70M Sash Comer Ke Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket VhM Foam 87070 IBuIbWeatherstb1p.1871x.2V Flex PVC 70 10 7024 Maxim Multt-Point Lack Steel 11 7026 IlLockSupportPlate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tle Bar Guide Nylon 14 7015 ITieftarAssembly Steel or SS 15 7028 IMaxlm Dyad0 rator WWa24" Steel 16 7027 IMaxIm Dual Ann Operator W1M24° Steel 17 7036 10veratcrGasket Vinyl Foam 18 7031 10peratorBadilng Plate Steel 19 7651 10peratorSpacerBlock Nyia1 20 7032 IStud Bracket Steel 21 7033 Operator Track & Slider Dual Arm Steel 7023 E ss Hinge He Manuf. b Truth Steel 23 7050 EgressHinge/Washable HD Manua, by Truth Steel 24 Snubber Anti -blowout Clip Steel 31 Dura Seat Spacer Steal 32 1713 Setting Block 5/321 x 16" x 11/41 EPDM 33 1714 Setts Block 5 32" x 7 16° x 1- 4" EPDM 35 1 7036 Kant Bead 8 6083-T0 Alum 36 7042 Lemi Bead C SW3-T8 Alum 37 7059 Laml Bead D 0083.78 Alum 38 1224 IVInvI Bulb Wstp (ThIdd Flex PVC 70 39 1225 JVInvI Bulb Wstp Thin Flat PVC 70 SO IDow999silicon Backbedding 66 7006 IScreenFrame 3105•H14 Alum 61 7040 IScreen Comer Key Polypropolens 62 IScreen Cloth FiberBless 63 1635 IScreenSplIne EM. PVC 64 320 IScreenSpring steirdess Sleet 70 134 Add-on Range, 6063 -TS hum 71 7004 lFromeAWTube 6083 -TB Alum 80 1 1#8-32x 1/21 Ph. Pn. I4ach. ScrTYPE B Stainless Steal 81 1 1157 #8 x 1/2° Ph. Pn. SMS Stainless Steel 82 1 IUSxSfg'FI.Ph.SM Stainless Steel 83 #S x 7/8" FI. Ph SMS Stainless Steai 84 #8x 1° FI. Ph. TEX Stainless Steel 85 #8 x 1° Quad Pn SMS Stekdess Steel 86 #8 X 1-1/2" Quad Pn SMS Stainless Steal 87 #10 x 1/2° Ph. Pn./ TEK Stainless Steel 89 #10.24 x 9/10° Ph. Pn. TYPE F StNntass $led 90 012x i° Ph. Pn. TEK Stainless Steal ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERWR 4S n A SASH ^ .082' 1 NOM. 434' 2.919' .439' wr NOM. 1.t89' t— 2�, 2.739' 1 FRAME HEAD. SILL & JAMB #7002,6083 -TO 112 1 441. �� 2 ANCHOR PLATE #7071, 6083-T6 .050'1-- I �-T 35 BEAD B #7036, 6063-T6 i-- I+— .177 .8T0 111 .888' 37 BEAD D #7069, 6063T6 ♦ • • • •• .. !LYNN M/(�//Oi� ♦ • . • • • • • • • • • •: ante Q�;' '•. � �• • • • • Rsisei8la: Dote ' No. 58705 _ k� _ ® Oesuiption: 3 SASH TOP, BOTTOM & SIDE #700,6003 -TO •040' 1.000' .427 --►-� f•--� FIXED !0) 0 SCREEN FRAME #7006,6063 -TO 023' .OBC' .886' 36 DC #7042,6063 -TO RevWw. 2203' 083' .093' 70 ADDON FLANGE #134,6083 -TO 491avred as coaaghtnwith w Ftorkle p C Dntc 1ROA9 M nl Dade act =-o `• 3 ly 13 l�� • • • • BOM AND CORNER VIEWS J ROSOWSKI STATE OF• 41' • 1070 wo-INOtOGN DRNE TMe: • • • Dote. :�`C�' • 10MID ` • N.•JENkeE•sL s4.7s • CAWkIE11T WINDOW DETAILS - LM & SM 08/08/12 /,,, I' /1V�kA)L��� `�``` • • • NOKOMC* F 1311SO /Llod k Sm1e: Sheet: Droring No. Rar. A. LYfUViJtLZeR, RE CERT. OF AM. #29296 CA -740 NTS 10 OF 10 MD-CA740-LM P.E969706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • —►� 1.124' �-+•-• .126' 2.701• .06r V.0or 71 FRAME ASSEMBLY TUBE #7004,6063-T6 2203' 083' .093' 70 ADDON FLANGE #134,6083 -TO 491avred as coaaghtnwith w Ftorkle p C Dntc 1ROA9 M nl Dade act =-o `• 3 ly 13 l�� • • • • BOM AND CORNER VIEWS J ROSOWSKI STATE OF• 41' • 1070 wo-INOtOGN DRNE TMe: • • • Dote. :�`C�' • 10MID ` • N.•JENkeE•sL s4.7s • CAWkIE11T WINDOW DETAILS - LM & SM 08/08/12 /,,, I' /1V�kA)L��� `�``` • • • NOKOMC* F 1311SO /Llod k Sm1e: Sheet: Droring No. Rar. A. LYfUViJtLZeR, RE CERT. OF AM. #29296 CA -740 NTS 10 OF 10 MD-CA740-LM P.E969706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Maaoe MIAMI DADS COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 261° Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.siov/nera/ PGT Industries, Inc. - 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA Product Control Section to be used in Miami Dade County and other areas where allgvY14 by the Authority Having Jurisdiction (AHJ). •0600 • *09000 This NOA shall not be valid after the expiration date stated below. The Miarn bale Couuty.Product .. Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miarni•tDade Cc64) xeserve...:. the right to have this product or material tested for quality assurance purposes. Ifottlts product or materiaf fails to perform in the accepted manner, the manufacturer will incur the expense oi'i,W&testing,8nd tte AH; • may immediately revoke, modify, or suspend the use of such product or material WiMin their Jarimictiot? •. • PERA reserves the right to revoke this acceptance, if it is determined by Miami«b�acle Cor *Rrodudt op 0 o 006 • Control Section that this product or material fails to meet the requirements of the applipgjlle building code. .. This product is approved as described herein, and has been designed to complyyvith the Florida 13uilding„.,,; Code, including the High Velocity Hurricane Zone.:00000 • 000000 ESCRIPTION: Series "HR -710” Aluminum Horizontal Sliding Window - L'M..D ; • • • 0• APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets i through I1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 114630.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. uo NOA No. 11-1114.04 $ t� Expiration Dated December 21, 2016 Approval Date: February 16, 2012 Page 1 e PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 67-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by POT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. . . owes 0640.6 B. TESTS o. . 6... 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS -2@1-94 w • • w % • 6.6 0 0 2) Cyclic Wind Pressure Loading per FBC, 17M 203 94 %.668 Along with marked -up drawings and installation diagram; of XO% 6 afumint m , 4 horizontal sliding window, prepared by Fenestration Testiv6 Laboratory, Jnc., Tra w 6 • Report No. -FTL-5330, dated 07/18/2007, signed and sealed -by Carlm-See Rionda... P. E. 6 . . .. (Submitted under NOA No. 07-0815.09) . .. . 0 ... .... 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-9j. • 6 % 0 6 ; 6.6 • 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, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 Along with marked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NDA No. 06-0405.06) 3. Test reports on: 1) Air infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 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 No. 06-0405.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 0000 D. QUALITY ASSURANCE• . . 0000 0000.8 1. Miami -Dade Department of Permitting, Environment, *and Ptegulatop� Affairs • (PERA) 899:69 .00000 0000 0000.. E. MATERIAL CERTIFICATIONS• 0000 0000 00000 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuBaut ZeNemom m & C,%.;0.0 Inc. for their "DuPont ButacitiO PVB Interlayer" dated• W108/1 f, expiring arm •; • 12/11/16. • 06 2. Notice of Acceptance No. 08-0206.01 issued to Solutia $c. ;or them 66"ex IV 0 • Glass Interlayer" dated 04/17/2008, expiring on 04/17/2015. o 0 :0000 : • • • • : .6.. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NDA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL--5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 47-0815.09) 3aime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 a PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FT1,4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Indu4tries. Inc. fbx t Ir Seriq$•: "HR -710 Aluminum Horizontal Roller Window — L.M.I. ', RVDr4ved oaa.98/18/2011.' and expiring on 12/21/2016. • • • • • • • • *00000 0000.. 0000.. 0000 . . . .... .. 6. 00000 00.06. 0000 60.90 .. .. .... 0000.. 0000.. . . . . . 00000. 0000.. . . . 00000. .. . 0000 0000 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/18' LAM[ CONSISTING OF (2) UTES OF 1f8° ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 518' LAMI CONSISTING OF (1) LTTE OF 1/8' ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFL EXIKEEP3AFE MAXIMUM PVB INTERLAYER C. 5/18' LAMI CONSISTING OF (2) UTES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXfKEEPSAFE MAXIMUM PVB INTERLAYER D. 7/18° LAMI CONSISTING OF (2) LITES OF 3118° ANNEALED GLASS WITH AN .090 DUPONT BUTAG2TE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E. 718° LAMI CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER F. 7118" LAMI CONSISTING OF (2) LITES OF SMS' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/18' LAMI IG: (1) LITE OF VS° OR 3P18° ANNEALED (MIN.) GLASS, 5/18' OR 3/8' AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER H.13118' LAMI IG: (1) LITE OF 118' OR 3/18' ANNEALED (MIN.) GLASS, 5flW OR 3V AIR SPACE AND 5118' LAN CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 1.13118" LAMI IG: (1) LITE OF 118' OR 3f18" ANNEALED (MIN.) GLASS, 6M6" OR 3/8' AIR SPACE AND 5118' LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER J. 13/18" LAMI IG: (1) LITE OF 118° OR 3f18' ANNEALED (MIN.}GLASS, 3f18" OR 114" AIR SPACE AND 7118' LAMI CONSISTING OF (2) LITES OF 3118° ANNEALED GLASS WITH AN 090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER K. 13/18' LAM[ IG: (1) LITE OF 118" OR 3118' ANNEALED (MIN.) GLASS, 3118' OR 114' AIR SPACE AND 710" LAM[ CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LTTE OF 3118' HEAT STRENGTHENED GLASS WITH AN .09D DUPONT BUTACITE OR SAFLFX/KEEPSAFE MAXIMUM PVB INTERLAYER L.13f18' LAMI IG: (1) LITE OF 1/8' OR 311W ANNEALED (MIN.) GLASS, 3118' OR 1/4' AIR SPACE AND 7/18' LAMI CONSISTING OF (2) UTES OF 3M8" HEAT STRENGTHENED LASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PV13 INTERLAYER 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130042. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4869 AND FTL-M. ELCO TEXTRON NOA: 04-0721.01,03-02M.05 • • 000 • • • • • • • ANSVAF&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 CGDE, INOWRING VW HIGH VEWXXY • • • HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. • ••• • • • • 0 TECHNOLOGY ORNE NOKOMIS. FL 30276 P.O. •qK 1620 NOXON•, FL34274 Nb7tS•• • ••: SLUM. HORIZONTALWOLLERSMNDOW, MIAPACT mmo NTS 1 f a 11 '4/27=10 F • % • % • • • • • • • • • • •• • • • •• ••• • • ••• • • NOA DRAWING MAP 1�Iurrrun ANN LYNN 4f,"/ * 140.58705 �A • �• SS T20F 2�: .OX\, ., FLoM9C- p �'/'�;SS� ON'' A1'- %%r``�• A LYNNUMA. P.E. P.FJ 68706 SHEET GENERAL NOTES .... ..... _..1 GLAZING DETAILS .... __.... 2 DESIGN PRESSURES --3 ELEVATIONS ....... _.... ........ 4 VERT. SECTIONS---- 5 HORIZ. SECTIONS .......... 5 PARTS UST .......... ......... .. S EXTRUSIONS ................. 7 CORNER DETAIL........_.... 5 ANCHORAGE._ ................. 8-11 1�Iurrrun ANN LYNN 4f,"/ * 140.58705 �A • �• SS T20F 2�: .OX\, ., FLoM9C- p �'/'�;SS� ON'' A1'- %%r``�• A LYNNUMA. P.E. P.FJ 68706 21 � 1/2' NOM. GLASS SITE 60,61,62 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER V8' ANNEALED OR HEAT STRENGTHENED GLASS 6116' NOM. 5/16" LAMINATED GLASS 1/2' NOM. GLASS SITE I I L—�66,67,66,68,70,71 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .M SOLU71A OR DUPONT PVB INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 6118' OR 3/8' AIR SPACE 118' OR 311V ANNEALED OR TEMPERED GLASS ,& 13(18' NOM. 13/16" LAMI IG GLASS W/ 5/16LAMI lir NOM. GLASS SITE C] EXTERIOR INTERIOR L> (ALL SECTIONS) 3118" ANNEALED OR HEAT STRENGTHENED GLASS 680 SOLUTIA OR DUPONT PVB INTERLAYER 3118' ANNEALED OR HEAT STRENGTHENED GLASS 7116' LAMINATED 7/16" LAMINATED GLASS 112° NOM. GLASS SITE 72,73,74,75,76,7 v 3116' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3118' ANNEALED OR HEAT STRENGTHENED GLASS 7118' LAMINATED 3116' OR 1/4' AIR SPACE *IF qjy36" $NN;ALR OR JEMiEn 4LASSA 13/16' NOM. • • • • • • • 13/16" LAMI IG GLA§S Wd/*7/V6° *AIMII • • • •• ••• •• • • • •• QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.O. GLASS OAP. BOTI THE Dr"D ANCHQR QUANTITY TO RgMAIN TCHANGED. • • • • DRNE P.o ",m A9.UM! HORIZONTAL ROLLER PWNDOW, IMPACT NOXOWS. R. 3W4 VW&&tmr 4Yl,We„C dd.la 4,K mftft HR . FUNK 1 2 d 11 4127-10 E • • • • • • • • • • ••• •• • • • •• •• ••• • • • ••• • 0 ammlyinwmiftplorift ama*codo 4 No a� 4YNN 4f, �`t`: ;GENS@•"'•�'p ��� 1t 14, fivo5 k �_ w- "' S/64RLER,IO���''N�11'A',L A. LYNNP.E REA 08706 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT - WIDTH TYPE 26" 36" 38 3/8" 48" 80 8/8" 84" 60" 63" Q 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 ••60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -o.0 W. A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 FOR INSTALLATION IN THE HVHZ AWVE 30 1083/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 51.7 FT HAVE L SHAALLLLHH AVVE A TEMPERED I.G. GLASS 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +50.0 -60.0 +60.0 -60.0 +60.0 '-60.0 !+59.5 59.5 +53.6 -53.6 +50.9 -50.9 UPT0111" C,1 +60.0 -60.0 ANDANCTHOREDP OUANTITYREMAIN UP TO 111" D,E,F, J,K,L +75.0 -75.0 UNCHANGED. TABLE 2. XOX (113,1/3,1!3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT ALL HEIGHTS UP TO 63" WIDTH TYPE TO 86 7116" A,8 C, G,H,I +60.0 -60.0 TO 86 7/18" DEF, 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 HEIGHT WIDTH TYPE W. 36" 38 318" 46" 60 8/8" 54" W. 63" W. A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -89.6 +65.2 :W.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +68.1 -68.1 +63.8 •63.8 w�nl IQddt aupamsaoae UP TO 74" C D,E,F, +75.0 I,J,K, L -75.0 laeJo GLASS TYPES: TEST REPORT FTL4858 (XON, FTL-4859 (OX & XO) AND FTL-5330 A. 5116" LAMI - (1/8" A, .090,1/8" A) G. 13116" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 318" AIR 4PA(;F, V1l' LE1M11,(1/8*4, •090,1/FA) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) H. 13/16" LAW IG-1/8" OR 3/16"A (MIN.), 5/16" OR 318" AHISPACE,1/16•'.ZJ4- a/*, MI/8"HS) C. 5116" LAMI - (1/8" HS, .090,118" HS) I. 13/16" LAMI IG-1/8" OR 3/16"A (MIN), 5/16" OR 3/8" AIR SUCE*9l1(` L=MC- (tl8t%:.09t VrHS) D. 7/16" LAMI - (3/16" A, .090, 3116" A) • • J. 13/16" LAMI IG-1/8" OR 3116"A (MIN.), 3/16" OR 1/4" SPACIE, 771" • LAMI- • W. (3/1&A, , 31111"A) .�Z•.. SENSE •. E. 7/16" LAW - (3116" A, .090, 3116" HS) K. 13/16" LAMI IG-1/8"OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAW - (3/16"A, .090, 3/16"HS) F. 7/16" LAMI - (311(" HS, .090, 3116" HS} IL 13/16" LAW IG-1/8" OR 3116"A (MAN.), 3/16" OR 1/4" SPACK OV#16" LAW --y (3./!VHS, .09; 3116iHS) ���•: -ATF OF ;'2RtlZ' \` a NO CHANGETHNSHEET iJJ 10!17/91 E"'E*- TECHNOLOGY DRNE ao aQx,sze NDKOM64.FL34274 F 41tS/ lrtLv.1L/ • • • • ••OO•.......0Jit A•UNI.HORIZONTAtMLLEXmNDOW, IMPACT _ nd 4/1em71 cFavovnoAsuWFuaTensTnaels000aDFe �A.IhVTEGRAL Vtdbly Better �ix4seat •�WaaFJC 2/6W J.J9/08 7 41 NTS 3 ✓ 11 4127-10 �' a.E.o ss7oa • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 27 3Nr MAX. DLO 54 5/18° MAX DLO FIXED VENT S B x_ 0 x 110° MAX. WIDTH I.F. FRAME --+jl 111` MAX. WIDTH FLANGE FRAME _ II DETAIL B - XOX (114-1/2-1/4) 33 9118' MAX. 33 8118' MAX. DLO FIXED C DLO VENT 67 31W MAX. DLO ALL FIXED LITES SW MAX. FLANGE FRAME ALL 5(r( CONmin MAX. / DLO ALL VF I BY MAX. X I.F.FRAME ALL 27 3/8' MAX DLO FIXED 0 r86 7/18' MAX. WIDTH I.F.1 86 7118' MAX, WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET SAT HEAD AND SILL -- 15 I.F. FRAME N e m III II U i 11 1 : " ': • .: : `: : OE FRANMIE ,, , r • • • • • • • � s • `��� ONS( LYNN C� I • • • • • • • • • I` 73' MAX. WIDTH I.F. FRAME —►1 • • • • s • s • • • • : ''VGENSF •, P ��.� �+ 74' MAX. WIDTH FLANGE FRAME -�I VIE�PV D -D 1 * dr (FRAME CORNER CONSTRUCTION) IIO'6�� DETAIL A - OX OR XO • • • • • • • • _ USTI, J1 f0lt7!!f E NDCHANf�TM88it�T • • • • • • swomp-mw -EI%AnaN • • • • O Fi ..... Jit am D N0CHAMW7Hl88ilF'6T NoxOmts.Fl.34276 • • • • • • • '��'CFS+' P,•� �� FJc 4�fam7 P.o.egx,sae &UP.. HORIZOWAIliOLLER tVlNDt9W JMPaCr AIG 9P2B/OB J.t Nrncoaeis. Fl 3�a 1/tom Barrer flRffO NTS • 4 a 1 f ��4127--14 E a Lulu $ 6ems P.E ••• • 0 0 e•• 0 0 MAX I 1 HEIGHT FLANGE FRAME MAX INTERIOR MAX. VENT DLO EXTERIOR --i �— MAX. FIXED DLO —►, 6. - MAX. VVIDTH (FLANGE FRAME) 18 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FIXED DLO ----I 4 -- MAX. VENT DLO —y MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) GAIGRIVR IIVIGRNI[ •• •• • •• I{III�J 10 i•i i ``O.I LYNN 6 • • • • • `��'�� •' �GENSF '• ;F•Q �� •• ••• •• • • • •• •,..* i 10 SECTION C -C 42 SILL HEAD = * No.ssTos VERTICAL SECTION FLANGE FRAME —�{� ) (VERTICAL SECTION, I.F. FRAME) • (,�TICA�. SECtiTION, I.;. FR/j�VIE) s J„L !0/fTMi B NOCHMt@ETFgyIJ�T i C • • • • e • s %�0•'• STAoff JJt Z DoNs NOCHANOETWS Mff ��� � y rI•RK cDD#irgv&UFM � Bffi4faa/�43ANDVEM Naco.egxsm lU11Z710R/Zt0#Ti4�.iiQUZVJN&XXfPACT i/ONAL'\..\\Tksa* e. c mt �mFJG J.J. HRTtD NB/f S f1 4f27 -f0 E PES 6Bm • • • • • • • • • • • •• •• • • • •• •• IS 1 1155 16 1 4110 17 1 4054 19 4066 DESCRIPTION MAIL PGT# TPFJN DWCU REV ANGEFRAMEHEAD 6063-T6 AL 612237 66 LASS 13116 ,SH STOP STD. ANTI LIFT CLIP 6063-T5 AL 612244 67 13/16° X 3/4 PH PAN HEAD 6063 -TS AL 612240 7834AA 68 ° 13116- 3/16.SH ,SHSTOP COVER (SASH STOP) 6063-T5 AL s-0,250 X 270 BACK, FIN SEAL 69 13/16 ANGE FRAME SILL 6063-T6 AL 64136 70 " 13116 ,LADAVMR 6063 -TEAL 64137 71 . 13/16 81 M TRACK 6063-T6 AL 64131 ?2 13/16 EEPHOLECOVER POLYPROP. 71298 73 - 13116 1HESIVEOPEN CELL FOAM PAD 7PAD1626 74 ' 13/16 ANGE FRAME JAMB 6063-T6 AL 612225 75 13116" ,SKEPFOR MAIN FRAME SILL JOINT 74134W/K 76 13116 77 . 13/16 X 1.000 QUADPN. SMS I 781PQA 90 1014 S REENADAPTOR C® MEETING 6063-T5AL 64110G 91 1630 S 1AMI IGI/8°A (MIN.), 3/8° LAMI IGl/6A (MIN -13/8' !AMI IG3/16A (ININ.1511 MI LAIG3/16A (MIN.15/1 57?.,. 197 X 230, FIN SEAL !AMI IG3116A (MIN.X 511 IAMI IGI/8"A @41N.1 1/4' !AMI IGI/8'A (MIN.1 U4' IAMI IGI/8'A (MINA 1/4' � ArL 5/16° LAMI (U8°A, .090 P 5116 LAMI 0/8"A..090I E, 5/16° LAW (1/8°HS, .090 7/16 LAM! (3/16A, .090 F 7/16 LAM] (3/16-A,.090 F" 7/16 LAW(3/16HS,.090I Q7/16' LAMI (Yl6°A, .090 E, 7116° I" (3/16'A,.090 7/16 LAMI 3/16HS .09 3105-3414 AL POUmp. RAIL 6063HD-T6AL b4054A 92 1631 SCREENCORMR10YW/OUTRINGS POLYPROP. 57?.,. 197 X 230, FIN SEAL 640666 93 1073 SCREEN SPRING ST.ST. SH TOP & BOTTOM RAIL 6063 -TS AL 612240 94 167A SCREEN SPLINE- .135 DIA. FOAM FIYl PVC s-0,250 X 270 BACK, FIN SEAL 616836 95 1635 SCREEN SPUNK -.135 DIA. HARD EM PVC ILLERHOUSING&GUIDE 42112HD 96 SCREEN CLOTH 24 1 226 1 IBRASSROLLIRWHEELS BRASS 7BRWI42 29 1 4128 1 IHORIZONTALROLLERSASHTOPGUME POLYPROP. 44128N 32 4006 1 D ISASHMELTNORAU, 6063HS-T6 AL 64006 2710 33 1235 IWSTP.,.170 X 270 RAM FIN SEAL 67SI60 35 1096 ISWEEPLATCH DIE-CAST 71096 36 1016 1#9 X.625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL6063-TS AL 64126 22 38 1683 WSTP.,250 X 270 BACK, FIN SEAL 616836 .062 39 7070 BULB WEATHERSTRIP .187 X 275 67070K 40 LIFTRAILCOVERCAP 74WrC" LORR 41 4139 LF.FRAMEHEAD 6063-T6 AL 64134 f.F. FRAME HEAD q� 42 4140 LF. FRAME SILL 6063 -TEAL 64140 #4RAME 6M3 -TS 43 4141 GIAAMEJAMB 6063-T6 AL 64141 50 QAZING SIL]C()IVE, DOW 899,995 OR UIVALENT 51 1224 VRM GLAZING BEAD BUL13 CMCK)6TP247W 52 1225 V]NYLGOAZINCBEADBULB 6TP248K 2784 a9wBnawVWda 53 4039 B GLAZING BEAD- 5116" 6063-T5 AL 64039B HutleieSC �o 54 4044 B CLAZINGBEAD -5/16° W/GRILL KIT 6063-T5 AL 644703 .082 V5280 �a 55 4222 A C AZINGBEAD-7/16" 6063-T5 AL 64222 56 985 C GLAZINGBEAD-7/16" W/Git LKU 6063-T5AL 6985 .082 19� 59 4067 CILAZINGBEAD-13/16" 106 ' AL 64067 60 CLASS, 5/16° LAMI 1!8' A_090 PVB 1/8- A 43 1. F. FRAME JIlMi : •' • ' 1 61 " 5!16° LAMI 1/8' .090 PVA 118" HS 41, BfleA •' i i i i • i • �V LYNM 62 5116- LAMI I/8" HS,.090 PVB;1/8- HS • • • • • • • • • I ��: ��GENSF '•.Fp 63 7/16" LAMI 3/16" A, .040 PVB, 3/16" A 2.710 plo. 58705 64 " 7/16 LAMI 3/16' A_090 PVB, 3116 -HS 42 I.F. FRAME SILL 65 7/16" LAbG 3/16' HS,.090PVB,3/16- HS O u a!= • • • • • • 641, BQ63i8 0 Jr. W17/11 E NOCHANGE THL4sii�T • • • • • • ��O ' 1 OF _ STAT OF 1070 tECHNOLOOY DRIVE MAR.SL T• •t` F[ORIO>;.•' ��: J.R. semi D AWW TOGL488TYPES NOKOMIS. FL 34275 tw •• • • • • • • �i��`�j,'•......... tJG�` FK 41!6/07 C TTEM849,4H849 P.O. egx,sze ALUM. HORIZONTA&MLLER�WNDOW, IMPACT F.i*G om Noxoaus, FL 34V4 Ytrtb� 8"aer xR7io IVTS 6 11 '4127-f0 a� a �Y ARE E P.� SEIM • •• •• • • • •• •• ••• • • • ••• • - .082 1 73L,—[== 1 73 ___� O FLANGE FRAME HEAD 04102A,e063-T6 1 --II--.062 .490 �-1.461--4 2 SASH STOP #4025, 6083-T5 062 1.349 21 SASH TOP & BOTTOM RAIL #4133,6063•T6 O GLAZING BEAD, 5/16° 940448,0063 T5 (USED W/ GRILL I(IT) 1.E22 2 U. O FLANGE FRAME SILL 04136,6083-T6 .081 -46 O HORIZ. ROLLER TRACK #4131,8063-T6 24 79 082— 87 +-{ 1.081 {�- 32 SASH MTG. RAIL #4008D, 608314STS 1.187 r+- 3.190 0 U O FRAME SILL ADAPTER #4137,1083-T6 1 1.403 17 FIXED MEETING RAIL #M48, 1301331 -ID -TO 2 26 1. .291 37 SASH SIDE RAIL #4125.6063 -TS O SASH STOP COVER fl4M 6063-T6 I~2.784-1 T 1.33831 .D82 13 FLANGE FRAME JAMB #4W2A,6063-T6 060 If &I 876 1.00 O GLAZING B , 5/16' #4=B, W83 -T6 • • •LACING&E D 13/16" • • TIG Hoff 1 7 a 11 1 4127-10 ••• • 678 .676 1'098--�iT .oso--� 1.116 T •• 55 GLAZING BEAD 7/16° O GLAZING BEAD, 7/16" #4222A,6003 -TS x,6063 -T6 s (USED W/ GRILL MT)• • 1070 TECHNOLOGY DRIVE A 139276 NOKO. Sqx 1 P628 NOKOA107, FL 34274 0� • ,mR �•A Hd )'/ * $per 400104 +Duro O SASH STOP COVER fl4M 6063-T6 I~2.784-1 T 1.33831 .D82 13 FLANGE FRAME JAMB #4W2A,6063-T6 060 If &I 876 1.00 O GLAZING B , 5/16' #4=B, W83 -T6 • • •LACING&E D 13/16" • • TIG Hoff 1 7 a 11 1 4127-10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 �t �od& t.16 1 Dm6 4-nd ti�\1111lIl7e * ' No. 68705 VRA G \�\�` 0. LYNN = PE P.E.#63706 WCHOR QUANTITIES, XOX (114412-1/4) WINDOWS TASL GLASS TYPES A,B,C,0,H,1 GLASS TYPES D,E,F,J,K L ANCHORTYPE4 2,3. WOOD 1 2, CONC 1 1, CONC 1 2,3, WOOD 1 2, CONC F 1, CONC WINDOW SIZE HEAD & SILL W v H 53.125 x 3&375 1+C2+1+C2+1 48.000 1+C2+1+C2+1 50.625 1+C2+1+C2+,1 64.000 1+C2+1+C2+1 80.000 1+C2+1+C2+1 O&DOD 1+C2+1+C2+1 OMOWx 38.375 1+C2+1+C2+1 48.ODD 1+C2+1+C2+1 50.525 1+C2+1+C2+1 54.0W 1+C2+1+C2+1 60.000 1+C2+1+C2+1 63.000 1+C2+1+C2+1 74.OW x 38.375 1+C2+2+C2+1 48.000 1+C2+2+C2+1 60.625 1+C2+2+(2+1 64.000 1+C2+2+C2+1 80.000 1+C2+2+C2+1 63.000 1+C2+2+C2+1 84.000 x 38.376 1+C2+2+C2+1 48.000 1+C2+2+C2+1 50.826 1+C2+2+C2+1 54.000 1+C2+2+C2+1 50.000 1+1:2+2+C2+1 83.000 1+C2+2+C2+1 108.375 x 38.375 1+C2+2+CZ+1 48.000 1+C2+3+02+1 50.SW I+C2+3+C2+1 54.000 1+C3+3+C3+1 80.000 1+CS+3+C3+1 83.000 1+C3+3+C3+1 111.000x 38.375 1+C2+3+C2+1 48.000 1+C2+3+C2+1 50.625 1+C2+3+C2+1 64.000 1+C3+3+C3+1 80.000 1+p+3+C3+1 63.000 1+C3+3+C3+1 HEAD & SILL 13 1 HEAD & SILL 151 HEAD & SILL 151 HEAD & SILL 151 HEAD & SILL 1+C2+1+C2+1131i+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C3+2+C3+1 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 1+C2+2+C2+1 31 1+C2+2+C2+1 3 1 1+C2+2+C2+13 1+C3+3+C3+1 NOTES: 1. ANCHOR TYPES: 1-114" ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A A. 6/16' LAMI - (116' A,.090,1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 S. 5116' LAMt - (118' A,.080, U8" HS) FT. GLASS TYPES G - L SHALL HAVE A C. 6116' LAMI - (718" HS,.090,1/8' HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/18' LAMI - (3/1(' A,.090, 3MB' A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7116" LAM] - (3118' A,M, 3116" HS) F. 7116' LAMI - (3115' HS,.0W, 3116' HS) G. 13/16" LAW IG - V8" OR WISP A (MIN.), 6116' OR 31W SPACE, 6/16' LAM[ - (118" A,.090,1/8" A) H.13MS" LAMI IG -118' OR 3116" A (MIN.), 5118' OR 318" SPACE, fill(' LANK - (118" A,=,1J8' HS) 1. 13118" LAMI IG -1/8' OR 311(" A (MIN.), 5118" OR 318" SPACE, SMS" LAMA - (118" HS 090,118' HS) J.13/1(' LAMI IG -118" OR 3116' A (MIN.), 3118' OR 1/4' SPACE, 7/18' LAMI - (311(' A,.090, 311(" A) K.13118' LAMI IG -118' OR 311W A (MIN.), 3116" OR 114' SPACE, 7116' LAW - (3116" A„090, 3118' HS) L 13116" LAMI IG -1/8" OR 3116" A (MIN.), 3118" OR 1/4' SPACE, 7118" LAMI - (3MS' HS,.090, 3116' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WIDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & BILL- 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 26 314" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221W MAX. O.C. TABLE KEY. X O X 1+C3+4+C3+1 3 �ANCH0R OUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND BLL (3" MIN. O.C. ANCHOR SPACING) 25 314" max. �•-� �--3° MIN. ' X O X MTG.IRAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 3 1+C2+2+C2+1 3 I 1+C4+3+CA+1 3 i+C4+3+04+1 4 1+G1+3+C4+1 3 1+C5+4+C5+1 3 ®„REF. T 1 MTG.3 25 314' MAX. • � 11/2°TYP. •• ••• • •• • i•• �i• • PLE CLUSTER W/ QTY. OF 4 ANGHO 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+(2+1 3 1 1+C2+3+C2+1 2 1+02+4+C2+1 2 3 1+C2+2+(2+1 3 1+C3+3+C3+1 3 1+p+3+C3+1 3 1 1+C2+3+C2+1 3 1+C3+4+C3+1 3 3 1+C2+2+C2+1 3 1+C3+3+C3+9 C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 3 1+C2+2+C2+1 3 1+C3+3+CS+1 C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 t3l+C4+3+C4+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 4 i+C3+3+C3+1 3 1+C4+4+C4+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 C4+3+C4+1 4 1+C4+3+C4+1 3 1+c6+4+C5+1 a woxoaM, FL area I ( ,iALUIM. HCL�IZOAAC R MOW P.O. eqx im _ �- NOK ".'FL '4 V&i*Awff A 8 s 11 '-4127--10 E • • • • • • • • • • ••• • • • ••• • • PRODUCE RSYISOD w cm mftinitwdh dm Fiattde `Ct�ttitlltt/u,,y� LYNN Q�:'1,lGENSF••:�.p �: * : N0.58705 %�O•'a ST. E& ' tV-Z pt E��'``• �r,,rONA�t1tt�� i hREOIYRE P.86708 GLASS TYPES C,D,E.F,I,J,K, L 1, CON( i 2,3, WOOD 1 2, CON( 1, &SUBSTRATEI ZONES I ZONES I-2013 ZONES ZONES ZONES WINDOW SIZE HEAD & SILL HEAD & S01 HEAD & SLL HEAD & SILL HEAD & SILL HEAD & SILL W v it lo 48.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 60.625 1+C2+1+C2+1 3 1+C3+1+C241 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C3+1 3 54.000 1+C3+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 80.00D 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(3+1+(3+1 3 53.125x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+C3+1+C2+1 3 1+C3+1+C2+1 3 1+C2+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C3+1 3 1+CZ+1+C2+1 3 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 54.WD 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3,1+ C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 60.0W 1+C2+1+C2+1 3 1H3+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+( +1 3 1+(3+1+(3+1 3 63.(00 1+C3+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 9+C2+1+C2+1 3 1+C3+1+03+1 3 60.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C3+1 2 1 1+C2+1+C2+1 2 1+C3+1+C2+1 2 I 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.00 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 50.825 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1'3 1+C2+1+C2+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C3+1+Cg+1 3 60.000 1+C2+1+Ca2+1 3 1+C2+1+C3+1 3 1+C2+1+C3+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 65.000x38.375 1+C2+1+C2+1 2 1+C3+1+C2+1 2 1+{3+1+C3+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+C3+1+C2+1 3 I+C3+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+•1 3 1+C2+1+C2+1 3 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C30 3 54.ODO 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 OD.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 03.000 1+C2+1+C2+1 3 1+(3+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 74.000x 36.375 1+C2+1+C2+1 2 1+C3+1+C3+1 2 1+C2+1+C2+1 2 1+C3+1+C2+1 2 1+C2+I+C2+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C3+1+C2+1 3 1+C3+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 50.625 1+C3+1+C2+1 3 1+C3+1+C2+1 3 1+C2+1+C3+1 3 1+C3+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 64ADO 1+C2+1+C2+1 3 1+C3+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 60.WD 1+C3+1+C2+1 3 I+C3+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+•1+C:2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C3+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C3+1 3 1+p+1+C3+1 3 SC000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+C;2+I+C2+1 3 r+C3+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 50.825 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 64.00D 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 80.000 1+C3+1+C2+1 3 1+C2+1+43+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 63.WD 1+(3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 86.437x 30.375 1+C2+1+C2+1 2 1+C3+1+C2+1 2 1+C2+1+C3+1 2 1+C2+1+(3+1 3 1+(3+•1+(3+1 2 1+C2+1+C3+1 2 48.00D 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C3+1 3 1+C3+1+(3+1 3 80.625 1+C3+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 54.000 1+C2+1+C2+1 3 1+C3+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1M2+1+C2+1 3 1+C3+1+C3+ 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+04+1+C4+1 4 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 I+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 c"rs J.J: r01r7Hr CHANW TM MEET W tv2wr107Noxo I IJPoVE JJi r a At7Dl57 tO C.AATO BE7E4�ER® +sDFTnro7>r Noxoael3., , FL 3+278 FJC 4/rbVW C C;[QaA7ETR8LE8,SELECTVALUESaLETORNCHORCAP.At� P.O.e III v -v as am a NOICOM FL 34274 VW& Better FJr- 2/26/0& J.J. 321108 NOTES: 1. ANCHOR TYPES: 1-114" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5116' LAMI - (1B" &.090, Ifir A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5116° LAMI - (118" A,.090,118" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 6118• LAMI - (V8" HS,.090.118' HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 711W LAW - (3118• A,.090, 311(r A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7118' LAMI - (311W A,.090, 311(' HS) F. 7/16' LAND - (3110" 1-18,.090, 3/1Ci FIS) G. 13118" LAMI IG -118' OR 3116" A (MIN.), 5116' OR 318" SPACE, 5118" LAMI - (118" A,.090,118" A) H.13/16" LAMI IG -118° OR 3116" A (MIN.), 6116" OR 3/8' SPACE, 5118` LAMI - (1/8" A„0W,1/8" HS) 1. 13/16" LAM[ IG -1/8" OR 3116'A (MIN.), 6/18" OR 318" SPACE, 5118" LAM! - (118" HS,.090,1/8" HS) J.13116" LAN IG -1/8' OR 3118" A (MIN.), 3118' OR 114" SPACE, 7/18" LAM[ -(3116-A,.090, 311(" A) K. 13/16' LAN IG -1/8' OR 3/18' A (MIN.). 3118° OR I/4" SPACE, 7118' LAMI - (3116" A,.090, 311(" HS) L 13MW LAMI IG -118" OR 3/16'A (MIN.), W16- OR 114' SPACE, 7/18" LAN - (3/18' HSM, 311(" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 314' MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22117 MAX. O.C. TABLE KEY: ZC O XC 1+C3+1+C3+1 1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FDCED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 26 314" MAX. � {+-3• MIN. W REF' X O X RSYISBD MTG.. TYP. - - -% EXAMPLE CLUSTER Wl QTY. OF (3) ANCHORS mnw No 1� (SHOWN IN TABLE KEY ABOVE) Mmffi f---25 3/4' MAX I�1 1/Y TYP. • • i .1.,CI�S. phi • • • • x LYNN ! 8' • • i • f `��� OWyLNN l • • • • • * ' NO.58705 Ml RAIL, TYP. PLE CLUSTER WI QTY. OF 4 ANCHORS � 4f; - • • • • ' O STA F •o Gsa4ca fox �,� -3� .- • ;,,�SF.o..oP. AlUN N(Ni ,'�t7INALEtG�,? /: Kn7ro NTS 9 d 11 4127-10 E a � p."am P� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR GLASS TYPES TYPES 12,3, WOOD I 2, CONC ( 1, CONC 12,3, WOOD I 2, CONC I 1, CONC I WINDOW SimQp W V H W (� mmg Q to m y m % QcQ W y m 7 y °0 m rL � m N ca 47 37.000 x 38.375 48.000 50.625 1+C2+1 2 1 1+C2+1 2 1 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 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 60.000 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000 x 38.375 48.000 50.626 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 I+C2+11 2 1+C2+1 3 1+C2+1 3 1 1+C2+1 3 1 1+C2+1 3 1+C2+1 3 I+C2+11 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 I+C3+11 3 54.000 60.000 83.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+X3+1 3 53.125x 38.375 48.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 50.625 64.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 00.000 63.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 60.000 x 38.375 48.000 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+03+2 3 50.626 54.000 60.000 1+C3+1 3 1 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+03+2 3 1+C3+1 4 1 1+C2+1 3 2+03+2 3 1+C3+1 4 1+C2+1 3 2+C3+21 3 1 1+C3+1 4 1 1+C3+1 3 2+C4+2 4 1 1+C3+1 4 1 1+C3+1 3 2+C4+2 4 66.000 x 38.375 48.000 50.625 64.000 60.000 63.000 2+C2+2 3 1 1+C2+1 2 2+C2+2 3 2+C2+2 3 1 1+C2+1 2 12+C2+21 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+03+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 1+034.1 4 1+C3+1 3 2+C4+2 4 2+03+2 4 1+C3+1 3 2+04+2 4 74.000 x 38.375 48.000 60.625 54.000 60.000 83.000 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+02+2 3 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+03+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+(:3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+C4+2 5 a NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 - 012 STEEL SCREWS (G5) 2. GLASS TYPES: A. 6118" LAW - (1f8" &.090,1/8' A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 S. 5fl6' LAMI - (118' A,.090.118° HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/16° LAW - (118" HS.XK lff HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7118' LAMI - (3/18° A,.090, 3/16' A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18' LAMI - (3116"&.090, 3/18° HS) F. 7/18" LAMI - (3H(' HS,.090, 3f18' HS) G.13/16' LAW IG -1/8' OR 3116' A (MIN.), 6M8' OR 3W SPACE, 5116" LAW -(1f8' A,.090,1/8' A) H.13/16" LAMI IG -1/8' OR 3f16" A (MIN.1 fd18" OR 318' SPACE, 6M6' LAMI -(lAr A,.090, lAr HS) I. 13118" LAMI IG - V8' OR 3118' A (MIN.16115' OR 318° SPACE, 6flW LAMI - (lAr HS,.090, U8' HS) J. 13110' LAMI IG -11W OR 3116° A (MIN.), 3116' OR 1/4' SPACE, 7/18' LAMI - (3M(' A,.090, 3116' A) K. 13118' LAMI IG -116" OR 3M8° A (MIN.), 3M6' OR 1f4" SPACE, 7116' LAMI - (31(' A.090, 3f16' HS) L. 13/16' LAMI IG -118' OR SMS' A (MIN.), 3116' OR 114' SPACE, 7M(r LAMI - (31(' HS,.090, 316' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 112'MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 34' MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 221!2' MAX. O.C. TABLE KEY: O X 2+63+2 3 -ANCHOR QUANTITY PER JAMS HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAO. PLUS (2) ANCHORS AT OPERABLE VENT AND FOXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.C. ANCHOR SPACING) 18 314' MAX -►i F-3° MIN. 8" REF. X O G. RAIL FRoowrRSVt3m 4s 4omoymgwhh W4Fkrwa ftua*EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Ac oZ (SHOWN IN TABLE KEY ABOVE) 6lhupilbade 8 314' MAX. • • •1 112' TYP. IN.• • • • {11111! • • LYNN 8° REF.K• • dlfl • • i • • �` �� �GENSF ��iSp �• • •: •. MTG. RAIL. * : No. 58706 '8 TEt21MOLO0Y ottrve [L7. ,NOKOMal. R 34278 •P.o. � +maMNOKOI418. R3C274 Vj," AuAw *• TER W1 QTY. OF 4 ANCHORS �-a �. �J • • • • • �� • STATE F [(/ izoN�'Athc wr xa nrbows ,,�F4N ....0'G� A LYNN 14'111 { P.E NTS 10 d 11 4127--10 E P.E.688m8 ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 3!4"MIN. E.D. TYP. 2x WOOD BUCK, MIN. 3.4 KSI T NOTE 3 CONCRETE . 13V �;'•;: NOTE 1 MIN. 1x WOOD ' r BUCK NOTE 3 1MAX 1� SHIM SHIM CONCRETE __l WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS 1/4" SH M 1!4" MAX. SHIM �{ j+—• - I WOOD CONCRETE NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI•DADE COUNTY APPROVED 1/4' ELCO TAPCONS EMBEDED 13/8" MIN. OR 1/4' SS4 CRETE -FLEX EMBEDED 13/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314•. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1k' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1B' 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 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (1.6 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) NOTE 2 NOTE 1r 13/4' a AOR INTERIOR a •MIN. E.D (HEAD & SILL DETAILS A, B, C. D, & H) .. TYP. 2x WOOD BUCK, NOTE 3 1x WOQD BUCK, NOTE 3 4 SEE NAIUNI INTERIOR DETAIL E DETAIL F (JAMB DETAILS E, F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS FMR ID CONCRETE ANCHOR, NOTE 1 MIN. 3.4 1/4' MAX. SHIM r • i •NOTE 1 /' 1 g 1 MIN. '��"E.D.D. TYP. WOOD ANCHOR NOTE 2 1/4" MAX. SHIM SEE NAILING 1�MIN. 2x WOOD �` - . ' 3 . DETAIL C Bum DETAIL D NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS P.BQX 1$'t8 NOKOO.b1I8, R3TL74 DETAIL H (HEAD) NAILING .131 DIA MIN. x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. DETAIL G (SILL) TYPICAL. INTI T` F ALuAS H( :t �w•oam NRno • • • i i i • [T44IMNAILINP •• • • • • ••• • • • • • • • MAP (JAMB) iAFf_.S• • i i i i Wl ,'J , eet wrpxa 11 « 11 4127-90 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • PR0DiA01'RBVISBD wlth i0 Plmlda ANo M �� ProSud Camra ttuurl� ���ON( LYNN 2j/4��i'i * ' No. 58705 * / IVAI ON� �I�L��%,%% � A IVNN in' Fw P.E. P.E.0 58706 MIAMI- DADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315--2590 F (786) 315-2599 NOTICE OF ACCEPTANCE {NOA) m—imiatnldade.90VIecon0mv PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of c9v§Vuction materials. The documentation submitted has been reviewed and accepted by Miami -Dade C8vu% RER • • *fee Product Control Section to be used in Miami -Dade County and other areas where adlawad by thc.A,vthority • • Having Jurisdiction (AHJ). 000:06 • This NOA shall not be valid after the expiration date stated below. The Miatht-9I99de Count)* Product• • • 0 Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miaafi't7ilde Coitety) reserve: the right to have this product or material tested for quality assurance purposes. HOWpproduct dr Materia)• •: • • • fails to perform in the accepted manner, the manufacturer will incur the expense of SUC 1 CingJdd file AHJ' • • • • may immediately revoke, modify, or suspend the use of such product or materi4.%X iiin their jut gdiction' •. •, • RER reserves the right to revoke this acceptance, if it is determined by Miami--Dgfe Cognty Product Control Section that this product or material fails to meet the requirements of the appliclible buil ftwoode. 000000 This product is approved as described herein, and has been designed to comply with tete Florid, Apilding • • • • Code, including the High Velocity Hurricane Zone, DESCRIPTION: Series "PW 701/ 720/ 820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD -720-520, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No.13-0502.03 Expiration Date: February 19, 2019 €1,3 Approval Date: July1 Pa2011 g PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD -720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS . • • ...... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-9.4 , 0 0 , • 2) Uniform Static Air Pressure Test, Loadingp&.FBC, TAS 202-94 ...... 3) Water Resistance Test, per FBC, TAS 202•-Aa• 4) Large Missile Impact Test per FBC, TAS 201444 • • • • ..... 5) Cyclic Wind Pressure Loading per FBC, TAT203-9¢• • • •. • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, Q..3�S 202'9 ' • • • •; • along with marked up drawings and installation diagram of duminhm fixed ;endow prepared by Fenestration Testing Laboratory, Inc., Test Repolt 1j0. FTU"tZ1Z'dated . 03/21/13, signed and sealed by Marlin D. Brinson, P. E. ' • • ; • • • V * 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTi r-3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous N©A No. 03-1105. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket complying•Mtkthe following: i 0'. 0004 0000•• a) ASTM C864 Specification for Dense Elastomeric Comprq�s q;,Sea1 gas=ets, 4• • Setting Blocks, and Spacers with Option II exceptions. 0900.. 0 • b) ASTM D412 Standard Test Methods for Vulcanized Rubter omd Thermoplastic :00,010: Elastomers Tension of 1600 PSI. • • • • • • • • 06006 c) ASTM D395B Test Methods for Rubber Property--CoraDMIAn Set, HRS • * • • • . 0. 1 S8°F. 000006 .0.0 .000.0 . d) ASTM D 624 Test Method for Tear Strength of Convent1na14u1cWzed.Rubbeg . •; and Thermoplastic Elastomers of 143 lb/ in. 6 4 • :""' .. .00 00.. .. Do . . F. STATEMENTS 0000 1. Statement letter of conformance, complying with FBC-2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s Y11,-3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1, , Notice of Acceptance No, 11-1110.15, issued to PGT Industries for their Series "PW - 701 Aluminum Fixed Window - L.M.I." approved on 02/02/12 and expiring on 02/19/14. Jaime D. Gascon, P. -S. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E--2 ••• • • • • GENERAL NOTES: SERIES 720/820 • DESIGN PRESSURE RATING IMPACT RATING • IMPACT -RESISTANT FIXED WINDOW • VARIES, RATED FOR LARGE SSMALL • • • SEE SHEETS 2-6 MISSILE IMPACT RESISTANCE • • 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO • • COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH 4 48' TIP -TO -TIP WIDTH 47' BUCK WIDTH 48' BUCK WIDTH 48' BUCK WIDTH •• PRO7UCTRENEWED 44114' MMSLE 45.1/4- VISIBLE 45-1/4' VISIBLE 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH WIND-BORNE DEBRIS REGIONS. FOR INSULATEDGLASS INSTALLATIONS ABOVE 30' 114 THE HIVHZ,THE OUTBOARD LITE (CAP) MUST TEMPERED. —►I 8' MAX. 8, SHEET 8 D. SHEET 7 C MAX F, SHEET 8 —.-{ {-+-- 2' MAX 7_ I I I � HL SHEET 9 wv as omuP17�8 Florida asEkeR • • ••• • 3) FOR MASONRY APPLICATIONS IN MIAMI-QADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRYANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-11T THICK ARE TO BE CONSIDERED ,XINSTALLATION&IXWOW SUM ARE A A C I SHEETS SHEETS BUgC SHEET 7 I L I HEIGHT I -I .L y C E, SHEET 8 I E,SHEET8 SHAT 7 �, G. SHEET 9 G, 7 9 BUCK f------- HEIGHT �--- -- ^ a OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-I/2'THICK OR GREATER. IX AND 2X BUCKS (AMEN USED) SHALL BE �------- .L_. 92-1/4' J—. I 12' MAX / VISIBLE 12' MAX. O.C. I / LIGHT O.C. 93-1W ViMB / 93.1!4' � � LIGHT I / VISIBLE 6' MAX I / GHT DESIGNED TO PROPERLY TRANSFER LOADS TO THE J HEIGHT -}r— J / / LIGHT O.C. I HEIGHT I / w STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS 96' 1 / {T = t� THE RESPONSIBILITY OF THE ENGINEER. (£� OR ARCHITECT OF RECORD, TIP TO I 1 HEIGHT a � Bey (AOR} 6) ANCHOR EMBEDMENT TO BASE MATERIA.. SHALL BEBEYO R STUCCO USE ANCHOR$ OF D WALL DRESSING ONARROW TIP HEIGHT I I I of �- ^ ,d cm a VHao N p LQQj SUFFICIIENT EMBEDMENT. JOINT SEALANT 18 USED ON ALL FOUR CORNEAS OF THE FRAME. INSTALLATION 1 I J.. I I 03 J.,1 W ' O ANCHORS SHOULD BE SEALED. OVERALL I r F, SHEET 8 z LL LL $ z , -.,,a � d SEALINO/FLASHING STRATEGY FOR WATER RESISTANCE OF 8' L -r B --.J r.— 12' MAX O.C. D �{ F— 12' MAX O.C. 2, MAX H. SHEET 8 U U X rA Ul INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. MAX, SHEET B MA; SHEET 7 W MAX• D.C. _ z O g 7 'VN 6) MAX 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION 192 � Z z O o LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION (TESTED UNIT) ELEVATION (TESTED UNIT)_ (TESTED UNIT) o Z D: z v O F SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING Q O APPLIED LOADS. WOOD BUCKS. BY OTHERS. MUST BE FIGURE 1: SUFFICIENTLY ANCHORED TO RESIST LOADS 94POSED ON THEM BY THE ��W' GUIDE TO SHEETS: 12' D.C. sHAPE3 AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRISM THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25. F t/) W c0 ! 6 MAX. MAX FROM CORNERS AND 1Y O.C. MAX FOR ALL CURVED FRAME ® Z 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTi1�YCLE GENERAL NOTES..._..............._ 1 j� / ELEVATIONS_—- - , I' `� ANCHOR SPACING TO BE r MEMBERS, SEE MUM 1. THIS SHEET. O y O TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS... 2.6 � z E13W-09. S. POSITIVE DEMON LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL/ CYCLE TEST PRESSURE. FRAME DESIGN PREssuRES_............» 25 1 O.C. INSTALLATION. FLANGE........__ 6 MAX INSTALLATION, EQUALAEG....... 7 // 1 WIDTH =-i F"" WIDTH -+{ WIDTH --•i F"- WIDTH -►I T r — — , T r 'l r ' 1 I I I I I I I z z VIES FQ Fit ANALYSIS AND GLASS PER ASTM El 3W -M. INSTALLATION. INT. FIN A...........8 J J INSTALLATION, INT. FIN B-....._.9 .,(`L // F FSI I I v p W W Z tu 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY— 10 8. x I I � I x I I � I I LL V, DESIGNED TO RESIST THE WiNDLOADSCORRESPONDING EXTRUSION PROFI.ES.^......_...10 �' ! � L l U_ J L VBtt 'VVVO 5 TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS PARTS LIST...r........-............-10 — _J LYNN `� �; •CENSESHALL INCREASE HAS NOT BEEN USED IN THE DEMON OF THIS Fes- WIDTH +I Imo- WIDTH -�•{ PRODUCT .THE I8LOAD DURATION FACTORWASUSED FOR F---Wm'fLje v }•^ WIDTH T f- -toff.( COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPE D880daa $fleet • • • • ) THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT TABLE 1: r — — '••I • '• — ej MEET THE REQUIREMENTS OF THE FLO i1DA R ••BUILDING CODE FOR CORROSION RESISTANCE. 1 7/16' Lem! 10' An •.090' PVB - 3118'HS 2 a8) .• N0. `•i879) 2 7118' Lmrt1 W HS -.09P PVB - WW HS 2 REFERENCES: TEST REPORTS FTL- 3fi, 3B� 8 721x RE ERENC S' NOS: ELCO CRETEFLEX NDA; ANSBAFBPA 3 1-0/18' LOML K8 8' T- 7118' Ah -3/18' An -.090' PVB - 3/18' HS 3 4 1-1/1WtL LIQ 18'T•Tt19'AB•3/18'U-.WO'P1/8.3118'H9 3 1 .L 1 L J =-i )�' W� ' 4 F'" STH -..I H- WIDTH -►I ,�t - vi ' 66 _ "O :, Z ) 13Z NDS FOR WOOD CONSTRUCTION -(2 MAND ADM ALUMINUM DESIGN MANUAL -(2006} 8 7118'Land 8'An-.090'3(1-3/16`An 4 I- WIDTH — — y•-•— r-�- r- -� - r — — ��0'•.• sTA 70 THE 720 SERIESl13ESAPVBINTERLAYER,THE820 SERIES USES AN SO INTERLAYER. THE 72D AND 820 SERIES 8 7M8' Remi ,B• Hs -.�9' sG • 3na Is 4 7 1-U18'LVnd.IO 18'T•7116'AB-31t8'An-.000`3G•3/18'An 8 8 1-1118' Lemi. l0 18' T • 7118' AU -3118' HS -.080' SO -3118' HIS b T {� 1� T ••• • • • I • • • • �• I P �t`�''••fil.OR10•. ";,, 8JON A%- o l� MAY ALSO BE REFERRED AS THE 701 SERIES. 5G' ='DUPONT19 SENTRYGLAS INTERLAYER' BY EJ. DUPONT OENEMOURS 8 CO.. INC. y//. $ • • • • • •t r • • • I 1 A LYNN MILLER, P.E. PZ468706 ••• • • • • ••• • - • • • • • • • • • • • • • • • ••• •• •• • • • • • •• • • •• • • • ••• • 0 7118• LAMINATED I.�. GLASS STACK I 311(' ANNE O USED AT CURVED �- FRAME MEMBERS ONLY I g @ 11-7/8' O.C. MAX. �. (9- EXTERIOR 3EXTERIOR a NV lea: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. - Window Design Pressure (+/-, psf) for Glass Type 1 •QLA MEi • • ••• • de 0n) •• ••• •• • • • 87.7/8 1 72 78 1 80 84 Be 92 98 1 100 104 109.112 ••• 30 +189 +180 +1.80 480 +480 +1.80 +1.80 +/80 +180 4480 +180 32 +180 +180 +1.80 +180 +180 +180 H-80 +180 +1.80 +180 +1-80 34 780 +1.80 +180 +189 +180 +/80 • +1.80 •180 +179.8 H-79.4 30 +180 +180 +1.80 +1.80 +180 +180 7.79.7 +1.77.2 +1-75.1 +673.4 H-722 38 +180 +I -8D +1.80 +1.80 +1-80 +1.78.1 +1.752 H-725 +170.3 +M.5 +10.3 40 +1.80 e189 +180 H-79.8 +1-77.2 +1.74.3 +1-71.3 +147.9 Hbi1 +183.4 •1.81.8 42 .140 m +180 H-77.4 H-74.3 +1.71.3 +/.88.2 H4143 +1818 +159.8 +1582 44 +180 4480 +/-78.9 H-75.4 +/-72.1 H489 +/45.6 H-822 +159.7 +157.5 46 +/80 H -w +677.2 +/-73.8 +140.1 -48.8 +1$35 +M3 +157.7 ro o� 48 +1.80 +/-79.3 +/-75.8 0-71.9 +1.0&3 -8d.9 41$1. +1582 50 +1.80 +1.77.5 +/-74.1 0-70.3 +/-88.7 +/831 H-%.1 52 --79.1 +1-75.8 +1.724 +188.8 +145.1 +/81.5 54 +l-77.4 +1-73.8 +/-70.5 +7.87.3 +143.5 58 +/•75.8 +1-72 +/-68.8 +145.3 58 +674.2 +1-70.3 +/.W.8 60 +1-727 +/887 +755 82 +1-71.2 - A 64 +149.7 •/-B6.5 86 H-77.2 T•7I8 •1 7118• LAMINATED I.�. GLASS STACK I 311(' ANNE O USED AT CURVED �- FRAME MEMBERS ONLY I g @ 11-7/8' O.C. MAX. �. (9- EXTERIOR 3EXTERIOR a NV lea: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. GLASS TYPE I PVB INTERLAYER 8`HEAT STRENGTHENED GLASS i 618' GLASS SITE �- LONG SIDE SHORT SIDE LONG SIS -r { T - SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1n0' NOM. 7148' LAMINATED GLASS STACK I -r•{ )+-- GLASS STACK I`I� 3118' HEAT 3118' TEMPERED GLASS �STRENOTHENED G 7118' AIR USED AT CURVED FRAME MEMBERS ONLY 11-718' O.C. MAX NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1• FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FUND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. -- 3/18' ANNEALED GLASS 090' PVS -�INTERIAYER fir GLASS BITE EXTERIOR 422 Window Design Pressure (+h, psf) forGlass Type 3 •QLA MEi • • ••• • SidoOn •• ••• •• • • • 67-718 1 72 78 80 84 88 92 98 100 104 109-112 ••• 30 +180 1 +180 +180 •140 H80 +1.80 788 140 +I80 +140 +7.88 • • • +180 +180 4180 +188 +189 +188 +180 ./80 H80 *18fl *180 34 +1.80 +1.80 +180 4480 488 +180 +180 -.Too- +Tw ♦180 *140 38 +140 +6p +180 +1.30 +180 +1-80 +1.80 +l -W +/.40 +!•SO +1.80 38 +140 +180 488 +1.89 +180 +1-80 +1.80 +140 +1.79.4 *1-78.4 +1-74.3 40 +180 +189 +180 +I *1$0 +1-80 +lo H-76.7 H7 +1.709 +1� 42 +1.80 +1-w +180 +180 H -W +1.80 +1.77 +1.73.1 +14 .8 +148.9 +146.2 44 +189 +1.80 +1-w 480 H-778 0-74.1 H70.3 +147.6 +143.9 +i80 ♦ 80 +180 +180 +179.2 +1784 H- 1.7 7481 +185.1 i 48 .1.80 -80 +180 +1-80 H-77.2 +/-733 +149.6 +/-86.8 50 4440 14.80 +1.80 0-79.4 +1.75.3 +/-713 0-87.5 52 4440 +1.80 +/ --77.7 -1-73.5 +1496 54 -80 +180 H-7&8 H-78 0-71.6 58 +1.80 -80 14-77.5 +673.8 58 +180 •/-79.4 H-75.4 6o H•80 *1.77.8 H-73.5 62 +180 7-75.a 64 H-788 H-74 86 H-77.2 07.7/8 +174.9 GLASS TYPE I PVB INTERLAYER 8`HEAT STRENGTHENED GLASS i 618' GLASS SITE �- LONG SIDE SHORT SIDE LONG SIS -r { T - SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1n0' NOM. 7148' LAMINATED GLASS STACK I -r•{ )+-- GLASS STACK I`I� 3118' HEAT 3118' TEMPERED GLASS �STRENOTHENED G 7118' AIR USED AT CURVED FRAME MEMBERS ONLY 11-718' O.C. MAX NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1• FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FUND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. -- 3/18' ANNEALED GLASS 090' PVS -�INTERIAYER fir GLASS BITE EXTERIOR 422 •QLA MEi • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • s • • % • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n SHORT SIDE N LONG SIDE J SHORT S�- IDE PRODUCr RBNBWF.D a�HdstlseFlmWa pottpteaceNo Y �-L Mtmni Reda Prodeot Owmo C n a n a M a � a O U, N ,, •wa o o3J w Or'! o J LL � UWU XN G FZ m0 0 aw _ �> d6 Z r o � 2 d z F to a N N F Z� 1"qs z �� e811 '��(! sal�e5 ` No. 58705 STA IE )F •<!/�� �",,ftiNAl. E llllun�t A LYNN MILLER P.E. P.E.0 W05 NOTES 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UPTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 7118' LAMINATED GLASS STACK 3116'HEAT STRENGTHENED GLASS 4 11 USED AT CURVED FRAME MEMBERBONLY 29 X71-78' IMM 1-3 EXTERIOR a 20 1-tJ18' NOM. M A Y y GLASS STACK " 7118' LAMINATED O cq GLASS STACK Window Design Pressure p sf) for Class Types 2 & 4 3118' HEAT STRENGTHENED GLASS •ea' PVB INTERLAYER 3N6" TEMPERED GLASS 3/16" HEAT Z 3118 -HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/18' AIR SPACE v x'� 0 ,w PVB INTERLAYER 11 b °" t o _ USECURVED ava 818' FRAME MEMBERS ONLY 20 O 518' GLASS SITE @ 11-718' O.C. MAIC GLASS SITE z t— ® yIWy� Z We OZ G Z It ac� n o a(L LL W 0 NOTES 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UPTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 7118' LAMINATED GLASS STACK 3116'HEAT STRENGTHENED GLASS 4 11 USED AT CURVED FRAME MEMBERBONLY 29 X71-78' IMM 1-3 EXTERIOR a 20 1-tJ18' NOM. M A Y y GLASS STACK " 7118' LAMINATED O cq GLASS STACK 3118' HEAT STRENGTHENED GLASS •ea' PVB INTERLAYER 3N6" TEMPERED GLASS 3/16" HEAT Z 3118 -HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/18' AIR SPACE v x'� 0 ,w PVB INTERLAYER 11 b °" t o _ USECURVED ava 818' FRAME MEMBERS ONLY 20 O 518' GLASS SITE @ 11-718' O.C. MAIC GLASS SITE GLASS TYPE 2 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN LONG SIDE �— LONG SIDE SHORT SLOE SHORT SIDE EXTERMc.i LONGSDE —� } 22 21 13 I CLASS TYPE 4 • • • • T • • • LONG • �SIDf • • • • • SIDE •• ••• •• • • • •• SHORT • • • • • • • • SIDE • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • ••• • • • ••• • • h j t.YNN IM/((''���i >c j58705 • S7A E )F • =�w� /S910NAL A,//III[ LYNN Malm P.E. M A Y y 'Aea " � O cq Z �e v x'� 0 c °" t o _ O Z ava C5 �z dz O N � O o m z t— ® yIWy� Z We OZ G Z It ac� n o a(L LL W 0 j t.YNN IM/((''���i >c j58705 • S7A E )F • =�w� /S910NAL A,//III[ LYNN Malm P.E. 7118' LAMINATED GLASSSTACK .09VSO INTERLAYER 3/1W ANNEALED GLASS 37-8' ANNEALED MASS 4 11 USED AT CURVED FRAME MENIBER3ONLY 6�' 0$11-718' O.C. MAX. GLASS SITE �•+--- LONG SIDE 1-3 EXTERORT IOR IDE (1-I 20 13 �E �r GLASS TYPE 5 J- NV I G`i: 1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1• FROM THE TIP -TO -71P DIMENSION TO DETERMINE THE BUCK DIMENSI(N. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FfTWITHI4. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEO WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TART F R - M a j %•LI tp 't Window Design Pressure (+/-, psf)for Glass Type 5 p oe �9 3 ma SWe 8n) W FZ 9�0 d 01-7/8 1 72 76 80 84 88 7B so 84 88 92 96 10D 104 109.112 +96430 30 4 +901.120 +901-115.5 x96.111.5 +S6-108.5 +9D/-108 +9D1.1045 +9 _1035 +9p.1(p.5 +W -10D.7 «IDV -97.9 +96-11&B +9061127 +W-108.9 32 +-'•110.8 +901-10.5.3 +96.101,8 «901 7 +901-95.7 +9D7923 •90.8 +-1-815 .3 ++/.g0.% +/-89.9 +1.89 +9p.89.7 34 +96- +90!•9&8 +9.95.1 +9-91.8 *1-6&2 +1444 38 +1-79838 +98'•1 .8 +9W-104.8 +9-10.5 ♦ •9&6 +901-98.3 +/-90 447.3 U61-7,1872 8 «96.871 +96.9ZB al4&9 +1455 -1-828 +1--79.7 N-77.2 «1.75.1 +1•734 «1.722 +1• 4 38 +96482.2 +148.7 +/-83.2 +140.7 +1•78.1 +/-75.2 +-725 +1.70.3 +I&8. «1.8&3 42 40 +9-91.2 -14& +/•82.8 +/-79.8 N-77.2 N-743 a/.713 +1.87.9 -1851 7-$3.4 7-$1.842 0-119.1 1 +145.2 + 41.4 N-778 +174.1 -1•84.7 N44.J +J-77.4 +i-743 N-71.3 +t-88.2 +•847 +181.8 .189.8 +1.58.2 N-7.7 44x/-824 4 .1 -1-78.9 N-75.4 +1721 7-.88.9 +1.85.8 +1.822 -159.7 N-57.5 +Me ' 40 +145.4 +/-W. +1-77.2 +1-73.8 +170.1 +188.8 +1-815 +.8&3 +157.7 v 48 +1.827 +/-79.3 N-75.8 +/-71.9 +f -W3 +684.9 +1-61.5 +/45&2 ai 50 7-.8&9 +177. +1.74.1 +/-70.3 -188.7 N-83.1 +159.7 56 +/4&8 +1-01.4 52 +1411 +/-75. -1-724 7-8&8 +I -K1 +1$15 +i-838 N-79.4 0-75.4 54 +/-774 -1-73.8 +/•70.5 +1.87.3 +T413 - f 558 80 +1421 N-7/. + 715 68 +/•75.8 W 7-4&4 +l• 8 58 +/-742 470.3 +/88.8 +144 80 -1•727 -1-68.7 7-.85 87-7/8 0-748 62 +/-71.2 +1.871 +.897 131, 88 +f -W3 87-718 +687 7118' LAMINATED GLASSSTACK .09VSO INTERLAYER 3/1W ANNEALED GLASS 37-8' ANNEALED MASS 4 11 USED AT CURVED FRAME MENIBER3ONLY 6�' 0$11-718' O.C. MAX. GLASS SITE �•+--- LONG SIDE 1-3 EXTERORT IOR IDE (1-I 20 13 �E �r GLASS TYPE 5 J- NV I G`i: 1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1• FROM THE TIP -TO -71P DIMENSION TO DETERMINE THE BUCK DIMENSI(N. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FfTWITHI4. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEO WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TART F R - � -•- LONG SIDE --+-� SHORT f/ SIDE f� TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. GLASS STAB I {� 711(• GLASSS STACK STACK 3/18' ANNEALED GLASS -"I SHORT 3/18' TEMPERED GLASS 3/10' ANNEALED GLASS SIDE 7118' AIR SPACE .080" SG INTERLAYER 11 6 LONG USED AT CURVED, SIDE FRAME MEMMAX29 (� 11-7/8W ' O.C. O.C. MAGLASS SITE 1-3 EXTERIOR • • • • • I SHORT I SIDE •• ••• •• • • • •• 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETEIMIE THE SUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. • • • • • • • • 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. • • • • • • • • • • :0: • ..• • •• .. . . •. . 00. • • • .... • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n M a j %•LI tp 't Window Design Pressure (+F, pst) for Glass Type 7 p oe �9 3 U W FZ 9�0 d 01-7/8 1 72 76 80 84 88 92 98 1 100 104 109-112 O V 30 +9W130 +96-130 +96430 +96.128 +9-1.122.6 +96-119. +901.11&1 + •117 +96-11&B +9061127 +W-108.9 PIN 32 +901.130 -W-125.1 .96-118.9 +96-114.8 +901-111.5 +901-108. +B6-1043 +m-102.4 +9W «87--101.4 +9p.89.7 34 ♦ •123.1 *96-1 8.4 +9--1-1.7 +=-107.5 +9W 03.8 +90!•99.7 +96-95.3 +9i•9L1 +9D7.90,5 0�T 38 *96-118 +98'•1 .8 +9W-104.8 +9-10.5 ♦ •9&6 +901-98.3 +/-90 447.3 ♦184 -1423 +1$1,2 36 +901.1 1.2 +96.1 2 +96.97.9 +96.91 +901.91.1 7-.8&2 +684.9 +141.9 +1.744 +1• 4 +1.74.3 40 +W -9 8 +9-93.4 .i •90.1 N 7.2 +1 -1-805 7-.717 +673.5 +/-70.9 +I8m 42 +W710-3-2 + .7 +9-91.2 +687.4 84 -140. +1.77 H-731 +189.8 N-88.9 +7-&5.2 44 +9-99.7 +W-9&1 0-119.1 1 +145.2 + 41.4 N-778 +174.1 +/•703 +147. *1-93.9 48 +9-9&5 +94'-91.3 +1-87.2 +143.2 + +1754 N-7.7 4 .1 48 +9693.5 -149.6 +1454 +141.2 +/ .2 +1-7&3 +149.5 +Me 50 +9-91.4 +/47.8 -143.7 +679.4 +1-75.3 +1-7t3 +147.5 52 +1-844 ---+-1:4r5- +14.8 +/-777 -1735 71-695 54 -147.5 -143.4 +1.79.8 7-.78 +/-71.8 56 +/4&8 +1-01.4 +1-775 +143.8 +i-838 N-79.4 0-75.4 80 +1421 N-7/. + 715 W 7-4&4 +l• 8 84 N-788 +144 88 H 77.2 87-7/8 0-748 � -•- LONG SIDE --+-� SHORT f/ SIDE f� TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. GLASS STAB I {� 711(• GLASSS STACK STACK 3/18' ANNEALED GLASS -"I SHORT 3/18' TEMPERED GLASS 3/10' ANNEALED GLASS SIDE 7118' AIR SPACE .080" SG INTERLAYER 11 6 LONG USED AT CURVED, SIDE FRAME MEMMAX29 (� 11-7/8W ' O.C. O.C. MAGLASS SITE 1-3 EXTERIOR • • • • • I SHORT I SIDE •• ••• •• • • • •• 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETEIMIE THE SUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. • • • • • • • • 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. • • • • • • • • • • :0: • ..• • •• .. . . •. . 00. • • • .... • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n ``1111 711/7/ Ny LYNN 41/����i�'i •' %)CENSE •'•. F� i Q' ` No. 56705 ••, STATE F :••<(/�'� arvA�,E.�� A. LYNN MILLER P.E. P.E0 WM M a j %•LI tp 't alga p oe U W FZ 9�0 d oma �z az O N o O V F F z PIN Z a.Qom`+ O 0�T na LL o eaa wig ``1111 711/7/ Ny LYNN 41/����i�'i •' %)CENSE •'•. F� i Q' ` No. 56705 ••, STATE F :••<(/�'� arvA�,E.�� A. LYNN MILLER P.E. P.E0 WM NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1- FROM THE TIP TO.TIP DIMENSION TO DETERMINE THE BUCK DNDOON. 2) FOR SIZES NOT SHOYYN, ROUND ALP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS OM PLETELY FR WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7718' LAMINATED GLASSSTACK k"- 3118' HEAT STRENGTHENED GLASS USED AT CURVED 4 11 � 1 WB' FRAME MEMBERS ONLY 29 0 11-778' O.C. MAX GLASS SITE EXTERIOR a GLASS TYPE B 14ttW NOM. GLASS STACK GLASSS ACK GLASS STACK �r••r. ..T TRENGTHENEO GLASS STRENGTHENED GLASS R 3116' TEMPERED GLASS - GLASS 7110'AIRSPACE USED AT CURVED FRAME MEMBERS ONLY 11-718' O.C. MAX EXTERIOR GLASS SITE GLASS TYPE 8 TABLE DIMENSIONS MAY BE } ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE f►- LONG SIDE SHORT SIDE 307E •-� SHORT �-- LONGSIDE N -t--f-- 7 Window Design Pressure (+t•, paf) for Glass Types 6 & 8 BiW • • • • P T • � • 31 N O+ ti W LONG SIDE • • • • • • • • • V • • • • • LOW (14) 87.718 72 76 80 84 88 92 06 100 104 i t12 t12 116 120 124 128 132 138 1 11 144 LL o N 30 +9.130 +9111-131) +9W -13D +901-130 a9W13D +801.130 +901.130 .9--13D +901-130 +=430 +91.13D ;'=-13D ♦x/•130 +98t•13D +901.130 +801.13D +gag -130 +901.130 +W-130 +W-130 • • • • • • •• • 32 +1.130 + .1 +»1.13@ :9.150 +8p/-130 ♦91N-130 +9.130 +9061 +90/-130 +907-13i! +�1-130 +901.130 +f�t•13D a9y-13D -130 +901.130 a .1� ♦901-130 ♦ .130 34 +901-13D +9-130 +90).130 +9M.130 +9.130 +981.130 +9W-130 +W61 +9I-130 +816130 +9 .13D a�1-130 a9p/.130 +901.30 +9q.13D +907.130 +0.130 36 +=.130 79-W-1-3D--T=--13D +981.130 +901.130 +9--130 +9.130 +9.1 +9-.130 +9--130 +901-130 +0730 +9W-130 +9.13D-130 -9-•130 38 +x.130 -130 +9-•130 r1-130 +9-•130 +9W-130 -9-•930 +9W-1 +79W-130 -+90-113-D--;= ♦8-.130 +01292 +9-127.3 40 +9--13D +W -13D +9W.13D +x!•130 +9W-130 +9-.130 +9-.130 +9W-128.8 +9W-123.2 +91.122 42 +9--130 +9W-130 +g-.130 +1.130 +9-•130 +9--130 +9--130 +9aP•129.3 +0.123.2 +90'418.7 +9-418.4 44 +0.130 +9-•130 +9M-130 +9-.130 +90t-130 +W -13D +9W13D +9W-124.5 +9-•119.4 +9.115 40 ♦91-13D +M -i30 +9--130 1 +901.130 +fit -130 1 +8W1 +9.128.9 .5 W115.3 48 +91.13D + .130 +9W-130 +9M -13D +0.130 +0-129.7 +9.123 +9W-118.5 vi 50 +0-13D +-.130 +9.130 791.130 a9--130 -+W--19.-2 89.41.119. 52+9.13D +9-130 +9.130 +901.130 +9.,30 +88..123 N 54 +9W130 -+U.-130 9. +130 -M-13D +88.81.127.1 58 +9-•130 +9-•130 +981-130 +�, .129 58 +9.13D +9W.13D ♦fid -130 80 +9.130 +W.13D +89.61.129. 82 4901-130 +981.130 64 ♦9.13D + .130 88 *9.130 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1- FROM THE TIP TO.TIP DIMENSION TO DETERMINE THE BUCK DNDOON. 2) FOR SIZES NOT SHOYYN, ROUND ALP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS OM PLETELY FR WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7718' LAMINATED GLASSSTACK k"- 3118' HEAT STRENGTHENED GLASS USED AT CURVED 4 11 � 1 WB' FRAME MEMBERS ONLY 29 0 11-778' O.C. MAX GLASS SITE EXTERIOR a GLASS TYPE B 14ttW NOM. GLASS STACK GLASSS ACK GLASS STACK �r••r. ..T TRENGTHENEO GLASS STRENGTHENED GLASS R 3116' TEMPERED GLASS - GLASS 7110'AIRSPACE USED AT CURVED FRAME MEMBERS ONLY 11-718' O.C. MAX EXTERIOR GLASS SITE GLASS TYPE 8 TABLE DIMENSIONS MAY BE } ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE f►- LONG SIDE SHORT SIDE 307E •-� SHORT �-- ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � LONGSIDE N -t--f-- 7 1- n n BiW • • • • P T • � • 31 N O+ ti W LONG SIDE • • • • • • • • • V • • • • • Z m 0 •• ••• •• • • • •• am OYZ �Z p -� SHORT SIDE tq LL o N ... • • • • • • • • • • 3 ••• • • • • • • • • 0 • • • • • • • • •• • • 3 IL z c ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � a N 1- n n BiW 0 � N O+ ti W n Z m 0 (9 am OYZ �Z p O.Z O g tq LL o N 3 0 W IY 3 IL z c 'LL `�W�WpNy (LYNN ' No. 58705 STAT F .• O� _ . .%SS�ONA1. Er?,. 111tliir� A. LYNN MILLER P.E. EDGE DISTANCE INSTALLATION TYPE A WINDOW HEIGHT VISIBLE LIGHT HEIGHT a WINDOW BUCK HEIGHT - 2.W . •,` 77- EMBEDMENT .+ .•4 . d: INSTALLATION EDS — DISTANCE TYPE B 2X WOOD SUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET kEMSEDMEM MAX a I SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. THIS SHEET 11-7f8' O.C. MAX. INSTALLATION INSTALLATION TYPE C TYPE B EMBEDMENT EMBEDMENT 1X WOOD BUCKSTRIP, 114' MAX SEE NOTE 2, THIS SHEET < SHIM •' TYP. ANCHOR TYPE. EMBEDMENT AND EDGE j .. • ti EDGE DISTANCE PER SUBSTRATE, DISTANCE EDGE 8 SEE TABLE 8. THIS SHEET DISTANCE ..i 11 _OR CONCRETECMU 4 `% 11 PER ANCHOR I.. VISIBLE LIMIT WIDTH = y„ REQUIREMENT WINDOW SUC K WIDTH - 2-3W' W WDOW BUCK WIDTH TIP TO -TIP WINDOW WIDTH #12 STEEL SELF-DRILUNG SMS (GS). SEE TABLE 8, THIS SHEET VERTICAL SECTION B -B INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEMING EXTERIOR MIAMI -DARE APPROVED MULLION (SEE SEPERATE NOA). ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE S.THIS SHEET x114• MAX SHIM J 1XW000SUCKSTRIP, SEE NOTE 2. THIS SHEET a . CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. THIS SHEET HORIZONTAL SECTION A A TACE A• coNCRETE�cMu PERANQWR REQUIREMENT Anchor substrate Min. Edge Distance Min. EmbatlmaM Max O.C. swim #12 or #14 41088 ScrewAWmiman P.T. Statham Pine Eg!aAm 0118' 8083 -TB mN' 8' 0.00r. Ir A33 Steel 318' 0.083• • 12' Steal 8lud Or. 33 Mn. 318• 0.046' 18 (i8 • t2 P.T. Boulxrm 1'rRte (80=0.56) Aftm*'M611s3-T5MbL 9114r 318• 1318' 0.083'' IT IT #t2or#f4steelsomw<(NS) A383teel 318' O.W3' • 1T steel Stud. Or. 33 min. 318• &04fr 18 Oe • 1T 11V 410 S8 CmleFleX UnWouted CMU. (ASTM 080 2.112 1-1W IT Generale (min. 3.35 Ran I. 1.314• it 1/a• S•al Wkecon Concrete mUL 2.85 ka I. 1314• IT Concrete (mbL 885 ka0 2-trr 11w 1T Ungmrrted CMU, (ASTM 080) 2-112 t -U4• IT Grouted CMU ASTM 096 2-t12' 13W' it lifts' Steal Ulmoon Concrete (mkt. 3.5 ke0 1-1/a• 1.314' 1T Grouted CMU TM 2 -Ur 1.314• it - Mtn. Uta ItiKtPAM nt;Turvu 1 nt i t iAL lfLM I KAM •• ••• • • • • • •• KWALLATIONNOTES: • • • • • • • • • •• ••• •• • • • •• I. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ?-WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE SUCKS WHOSE TOTAL THICKNESS IS LESSTHAN 1-11T.1XWDOD BUCKS ARE (OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY jp SOUD&CQWRETE. VVOD SUQ(S DEPICTEW 'W4RE 142' THIO( OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD RUSKS TO SE jNGINEE1W LM aWER✓i ORAS WPF4YVT@ SYrAUIHORITY HAVING JURISDICTION. • • • • • • • • • •• • • • • :0: • • • • • 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MatdBERM MLL BE OF Ms"TO PROVIDEFUA SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NQAAPPLIES TO WHOLE SYSTEM. • •• •• • • • •• •• ••• • • • ••• • • b A L to Y Ix o atan CR to z�le o =zi d WUU XN D � �lZI m O 0 srda 9 Q SZ C1Z 010 .. g o Z (O O ® z S tam z N mos aa as LYNN C�........... �i 4Y No. 58705 • STA F :•._. fi(OR1O?. A. LYNN MILLER PE. EDGE DISTANCE INSTALLATION TYPE E 4 a WINDOW BUCK HEIGHT VISIBLE -EIGHT = WINDOW BUCK HEIGHT - 2.3ra 2X WOOD SUCKSTRIP OR FRAMING. SEE NOTE 2, THIS SHEET IEMBEDMENT 114' MAX SHIM INSTALLATION TYPE G -TYP. ANCHOR TYPE, EMSEDMENTANDEOGE DISTANCE PER SUBSTRATE. SEE TABLE 9. THIS SHEET USED AT CURVED I FRAME MEMBERS ONLY 11-718' O.C. MAX. f' CONCRETEICMU PERANCHOR REQUIREMENT 114' MAX. SHIM #12 STEEL SELF-DRILUNG SMS (OS), SEE TABLE THIS SHEETT INSTALLATION TYPE H EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, S STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET �1W MAX SHIM IX WOOD SUCKSTRIP, SEE NOTE 2, THIS SHEET EMBEDMENT + ,� CONCRETE PER ANCHOR °` .y • .• REQUIREMENT •4 � INSTALLATION EDGE TYPE F i •- DLSTANIC E TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TAKE 9. THIS SHEET VERTICAL SECTION D -D INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET v EXT�E(RIOR vtslBLE Ut#-T WIDTH = 1�1 h�V WINDOW et= WIDTH - 2-3/4' Mks. Endmdnmd Mai O.C. Spauft WINDOW SUCK WIDTH ire HORIZONTAL SECTION C -C EMBEDMENT EDGE DISTANCE •.'a 1 Anchor Substrate Min. Edge Distance Mks. Endmdnmd Mai O.C. Spauft 912 or ata 410 SS Screw ire t 1 tr AkM*WM, sO5345 min. 318' A35 Steelaw maw. 12,Steal Stud, CL 33 min 3W 0.046 /8 lY . P.T. Southem Pka (S(i= w A1ur hUM 8083.76 min. Oils' 3l6' 1•�s' 0.0&7' • lr 012 or 014 Steel Scorer (OB) AW Steel 3AB' 0.083• • 12' SW Stud. Or. 33 min. 318• 0.046' 18 Cis • 12' 114" 41038 CreteFlex U�outed CMU, (ASTM C•90) 2-ur 1-1t4• tr Camale (min 3.35 ksi) 1• 1 1.714' 12* U4' Steel Ultreeon Concrete mkt 2.85 ksQ tr Concrete (min. 2.85 ke0 ' tr Urerouted GNU, (ASTM GSD) tY Oreuled GNU TM C50 =2-11r,�z tr 5111• Steel UBreeon Concrete (min. 3.5 ke0 1r Grouted CMU, TM el 1r • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. •• ••• • • • • • •• • •• • • • • ••• • INSTALLATION NOTES: • • • • • • • • • •• ••• •• • • • •• 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD SUCKS DEPICTED ON THIS SHEET AS'lX'. ARE SUCKS WHOSE TOTAL THICIMSS IS LESS THAN 1-'UY.1X WOW SUCKS ARE OPTIONAL IF UNIT ATDTOgcimO �PP�V�DAUTHORY INSTALLATION TO THE BE INSTALLED OFWOOD SVKKSfaVINO JURISDICTION. :0: •• • • • • • • • • 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BOW R SDE TO PROVIDE FULL S0 7' TO THE WINDOW FRAME. • • • ••• •• • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z n z c� X 0 O C-4 n oleo O =Ujii W cS ()U Xto w �Z m0 O xno ~� 00 O �Z O Z �. Z O O A z7aaY5 ® Z O a 0 Z W w 'v w w ery� •xe0 , LYNN .���.•'�,iCENSg ''•F'i1 * ' No. 58705 ; _�'•Gt 7N-- STA O i��'�`(.S •.,FLORID?'. •��?� ',WS/ONAL 1,.�` A. LYNN MfLLER, P.E. RER 68705 TYP. ANCHOR TYPE, 2X WOOD SUCKSTRIP EMBEDMENT AND EDGE -+I EMBEDMENT OR FRAMOdQ SEE NOTE 2, THIS SHEET DISTANCE PER SUBSTRATE, I NOTE 2. THIS SHEET MIAMI -RADE APPROVED MULLION SEE TABLE 10. THIS SHEET (SEE SEPERATE NOAH ALUMINUM, STEEL FRAMING OR STEEL STUD. EDGE EDGE INSTALLATION DISTANCE DISTANCE TYPE 114" MAX 2.112" x .148' Rodm Nap A.T. SaAern Pure 6-0.68 3 SHIM 8' 4 EMBEDMENT 1/Y 11 610 x 11 Stew Screw' 0.093' Aluminum. 8083-T8 min. USED AT CURVED L I E%TERIOR 29 FRAMArO.C. RS ONLY 8115 /fir-,' � 11-718' O.C. MAX 0.04@ 18 Ga Steel Gr. 33 WINDOW SUCK HEIGHT 1!4' MAX. SHIM — VISIBLE LIGHT HEIGHT= WINDOW SUCK HEIGHT - 2-314 INSTALLATION TYPE J INSTALLATION TYPE L #10 STEEL SELF -DRILLING SMS (GS), SEE TABLE 10, THIS SHEET INSTALLATION TYPE J 1M'MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP tJAW �I .XT RIOR OR FRAMING, SEE ��—1 n NOTE 2, THIS SHEET V 114"MAXSHIM MIAMI -RADE APPROVED MULLION subahate (SEE SEPERATE NOAH ALUMINUM, STEEL FRAMING OR STEEL STUD. P.T. Swfhem Pine SEE SUBSTRATE PROPERTIES, TABLE 10.THIS SHEET EDGE DISTANCE TYP. ANCHOR TYPE. EMBEDMENT i"—EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F INSTALLATION TYPE K EDGE DISTANCE -+-I 2X WOOD BUCKSTRIP O OR FRAMING, SEE NOTE 2, THIS SHEET VLSIBLELIGHTWIDTH- �(,5 WINDOW SUCK WIDTH .2-314 WINDOW BUCK WIDTH HORIZONTAL SECTION E -E EMBEDMENT EXTEEF OR V TABLE 10: MI Edp Max. O.C. Anchor subahate DimeamSpacing 2.11Y x.1 Ir Box Nap P.T. Swfhem Pine 6mr8' 2-112" x .131' Common Nall P.T. Saulh•n Pore 88 318' 8" 2.112" x .148' Rodm Nap A.T. SaAern Pure 6-0.68 3W 8' P.T. Soulhem Pirie 65 1/Y li 610 x 11 Stew Screw' 0.093' Aluminum. 8083-T8 min. 8H1l 9' 1116"A36 StW 8115 8' 0.04@ 18 Ga Steel Gr. 33 8N6' 6' INSTALLATION NOTES: • • • • • • • • • • • •• ••• • • • •• 1. USE ONLY ANCHORS LINTED ON THIS SHEET. FOLLOW EMBEDMENT AND• • EDGE DISTANCELIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS -lX', ARE BUCKS QWHOSE TOTAL TWMESS IS LESS THAN 11-%r. IX WOOD BUCKS ARE OPTINSTIONAL IF UNIT CAN BE ALLATION TO THE SUBSTRATE OF WOOD BYIIC�SSTODBtgWNEEEREQ fiY07;R fAAP7gApp 1�U7HORITY (GREATER. JURISDICTM :0: •• • • • . . • • • 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER WALL BE Op A WZEiO PROVIDE FULIdURYORiTO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WH)0wOR MULLION NDA APPLIES TO WHOLE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a N a Y co —wd o a Y nt- °ma S'+N, O9 �g a UU Xo6 lu O Z mO_ 0 �w �z az F LL co co F 1lS O Z_ W � LL LL D ``��`O�.I LYNN A•lj1!''�'�i No. 58705 taX'71 :� .t�� ••.. FCORIOP.•���`: i�'%SS,'ONA\- A. LYNN MUER. P.E. P.E86Sn5 INSTALLATION TYPE M� FOR THIS INSTALLATION METHOD ONLY. ANCHORS MAY BE NO • MORE THAN S' O.C. 4 EXTERIOR a WINDOW SUM( HEIGHT VISILE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2-W INSTALLATION TYPE N IENT +. 4w EDGE DISTANCE 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE INSTALLATION TYPE M INSTALLATION DISTANCE NOTE 2. THIS SHEET FOR THIS INSTALLATION TYPE N y�G II EXTERIOR EMBEDMENT EMBEDMENTRSUBSTR DISTANCE PER SUBSTRATE, Ery )MENT METHOD ONLY. ANCHORS MAY BE NOC. SEE TABLE 11. THIS SHEET 14' MAX • MORE THAN S O. �--� SiIM W MAX SHIM EMBEDMENT 1X WOOD SUCKSTRIP. SEE 13re' �t 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET � OR FRAMING. SEE A36 steal are" aow • -}I- NOTE 2. THIS SHEET T IW MAX TYP. ANCHOR TYPE, EMBEDMENT AND •' 3 SHIM EDGE DISTANCE PER SUBSTRATE. 2 2-'U2' SEE TABLE 11. THIS SHEET T TYP. ANCHOR TYPE, g \_EMBEDMENT AND EDGEDISTANCE Comte min. 2.85 k SEE TA13LEt tom, THIS SHEET 1 saw; "i - USED AT CURVED EDGE DISTANCE FRAME MEMBERS ONLY @ 11-718' O.C. MNL Lft CONCRETEICMU PER ANCHOR REQUIREMENT 114' MAX. SHIM INSTALLATION TYPE O FOR THIS INSTALLATION METHOD ONLY. ANCHORS MAY BE NO ♦ MORE THAN 6' O.C. 812 STEEL SFLFDRILUNG SMS (GO, SEE TABLE I% THIS SHEET 1„ry VISIBLE U WIDTH y� WINDOW BUCKK WIDTH - 2-314• WINDOW BUCK WIDTH TYPE, 1 y�G II EXTERIOR EMBEDMENT EMBEDMENTRSUBSTR DISTANCE PER SUBSTRATE, 1 A30 Steel 318" 0.003' • 8' SEE TABLE 11. THIS SHEET #t2 x614 Steal Sum (GS) W MAX SHIM MEAN-DADE APPROVED MULLION 13re' (SEE SEPERATE NOA). ALUMINUM. � STEEL. FRAMING OR STEEL STUD. A36 steal are" aow • SEE SUBSTRATE PROPERTIES, T TABLE 11,THIS SHEET 1X WOOD BUC2CSTRNP, SEE NOTE 2, THIS SHEET VERTICAL SECTION H -H HORIZONTAL SECTION G -G TART F 11 - EDGE ".•ao DISTANCE CONCRETE/CM PER ANCHOR REOUIRINENT EXTERIOR 0 Arrohot #12or#14410SSSarew Substrate P.T. Scuftm e5 Min. Edge tla ove NIS" MIN Embedment McNc. O.C. 13/8' S Aluminum 8083•T6mrn. 3re" R S A30 Steel 318" 0.003' • 8' Seel Stutk Gr. 33 min. 3re' ODDS 16 Ga • S #t2 x614 Steal Sum (GS) P.T. Somhem Porte Bite" 13re' 8' Numiraml, 6OW75 min. 318' 0.063' • S A36 steal are" aow • S Steels Gr. 33 aft 3W 0.046. 1S Ga • S 174' 41086 CwteFleNl U tutted CMU. ASTM CBD 2-'U2' 1-U4'lir T Comte (mhL 3.38 k 1• 1314•2 174" Steel Unn%wn Comte min. 2.85 k 1• 1314•2• Comte 2.89 ka 2-112" 1378"2 UVwled CMU TM 2-1/2' 1-U4• .r Q Owuted CM TM CBD 2412 1314•2' 3J16' Steel Uu men Corlotete mN. 3b k 1-14' 1.374•2 Grouted CMU TM CBO 2-12" L314" ' MIN. OF 3 THREADS BEYONPTME IRR SU•STRATE. • • • • • � C9 N � e1DQ ! • • Z� UU X� • • INSTALLATION NOTES: • • • • • • • • • •• ••• •• • • • •• 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMSEDMENTAND EDGE DISTANCE UNTIL 2. WOOD BUCKS DEPICTED ON THIS SHEET AS MX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-11r. IX WOW BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO 30LID SET WOGD BUC(g DEPICTED lyS'2)PAFW 1-1PPTHICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUTC TO BE iN EF T 9THv2.S QRAS AP�ROYEDIfA 1THOR ITY HAVING JURISDICTION. • • • • • • • • • • • • • • • • • • • •• • • 3. FOR ATTACHMENT TO METAL'THE STRUCTURAL MEMBER SNAL BE OAA SEE • 0 PROVIDE FULL WPWR-OrO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEI& ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n a Ji � to N � C9 N � e1DQ ! Z� UU X� W Q Z BOD O ` O VN �Z 0-Z .� 0 g LL 0 Z O O Q Z z W z d d ILL LLL SAI '�0 ee!�5 LYM ` * N0.58745 '•,•STAT -0 0�.•••�(/� � •• FtomoP.••`G�'�� A ir►>f4ai.W P.E. ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90'CORNER FRAMEASSEMBLY ALL CORNERS TO USE GASKET ANDIOR SEALANT — EQUAL -LEG FRAME OFLANGE FRAME 3fl TABLE 1T ANGLEO=RVEO FRAME ASSEMBLY ALL CORNERS TO USE GASKET ANDIOR SEALANT EQUAL -LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT ATALL CORNERS Item PGTPa,t# Descrlptlon Material 1 42830 Flanged Frame Alum. 808318 2 4288 Equal -leg Frame Alum. 8083-76 3 4268 Integral Fin Frame Alum. 608378 4 4255 7/10' Lamt. Glass Beading Alum. 6063 -TS S 4254 LG. Glass Beading Alum. 6063-T6 F. 4270 Installation Fastener Corer Alum. 606316 6b 4224 Installation Fastener Cmw Rigid PVC 10 705WC Gasket (at 90' comer joints) Polyethylene 11 TP24716 Vinyl Bulb Weatherstdp Flex PVC. Dom 05 +1-1 13 Dow 899, GE 7700 Silicone or Equiv. 20 718M Setting Block, Mom 3118° x 7116'x 4' Neoprene, Dam. 86 +1-1 21 71704AK iSetft Block, I.G. 311W x 1-3132' x 4' Neoprene, Dura 86 +1-1 22 DURAK718 7118" DuraSsal Spacer 29 #e x 1414' FH SMS stainless Steel 30 781PQX #8 x 1' Quad PH SMS Stainless steel J�1+— .871 n Viv Z LAMI 4GLASS BEADING #4255,6083-T5 ASSEMBLY DETAILS FOR FIN FRAMES 90' CORNER FRAME ASSEMBLY ANGLE=RVED FRAME ASSEMBLY AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT ATALL CORNERS .o9a• - 07,V .082• 1.371 .600' ASS' --.•�— .060'maoc OEQUAL -LEG FRAME #4255,6063-T5 074• 06r ,.378' 1 .600' 431T�"{.� �— 077• 3 FW FRAME #4256.6063-T5 J.! • i •'moi • • • • •.awl 1.03p (►��01I0' •• • • • ••L• I.G. GLASS INSTALLATION O6a FASTENER 30VER aN4264, 6683 r6 • • • • • . • X83 T5 ••• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N K M A My N N � h a� ,�..II c z .re = LU < LL W UWU_ XN Q N FZ m0 L=7 W ao �2! az o ir o ., g 8 0 � o 0 N a ® Z Z 3 co �Z O co os �S 0 LL m wra �o LYNN 4 `����'••V\CENSE •;�Y �� N0.58705 STAT t F3 •�[!: � '•. FLORID•.•: •��'C "ISS/ONN-1, A. LYNN MILLER, P.E. P.E.C68105 B --►I)+-- .074'082" . 1.876' 1.OW .666' .438' ow,mm• FLANGE FRAME #4263C, Bt)63-T6 J�1+— .871 n Viv Z LAMI 4GLASS BEADING #4255,6083-T5 ASSEMBLY DETAILS FOR FIN FRAMES 90' CORNER FRAME ASSEMBLY ANGLE=RVED FRAME ASSEMBLY AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT ATALL CORNERS .o9a• - 07,V .082• 1.371 .600' ASS' --.•�— .060'maoc OEQUAL -LEG FRAME #4255,6063-T5 074• 06r ,.378' 1 .600' 431T�"{.� �— 077• 3 FW FRAME #4256.6063-T5 J.! • i •'moi • • • • •.awl 1.03p (►��01I0' •• • • • ••L• I.G. GLASS INSTALLATION O6a FASTENER 30VER aN4264, 6683 r6 • • • • • . • X83 T5 ••• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N K M A My N N � h a� ,�..II c z .re = LU < LL W UWU_ XN Q N FZ m0 L=7 W ao �2! az o ir o ., g 8 0 � o 0 N a ® Z Z 3 co �Z O co os �S 0 LL m wra �o LYNN 4 `����'••V\CENSE •;�Y �� N0.58705 STAT t F3 •�[!: � '•. FLORID•.•: •��'C "ISS/ONN-1, A. LYNN MILLER, P.E. P.E.C68105 B MIAMI- MIAMI—DADE COUNTY, FLORIDA o I'W PRODUCT CONTROL SECTION DEPARTMENT OF PERMIT'T'ING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) .»y.miamidade eov/dmW9yment/ PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: 0060 This NOA is being issued under the applicable rules and regulations governing ft use of vut structittr •; • materials. The documentation submitted has been reviewed and accepted by Mifti—Dade QbriorA PERA •. Product Control Section to be used in Miami—Dade County and other areas wheN Ubtmd by'the Authorw * Having Jurisdiction (AHJ), sees" ' ...... This NOA shall not be valid after the expiration date stated below. The Mitzi. pade 0 j> Prod} Vit•. • Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than NQgg4,1Pade Cgyyjv) reserv`, • • • the right to have this product or material tested for quality assurance purposes. If tW% prodlt 4Armater4w ... fails to perform in the accepted manner, the manufacturer will incur the expense efawk testing and the AHJ . may immediately revoke, modify, or suspend the use of such product or material witlin thfit ju isdictinn • • • PERA reserves the right to revoke this acceptance, if it is determined by Mi MLgade County Prod ". •; Control Section that this product or material fails to meet the requirements of the ajf�lic&ble bui111Mg code' • This product is approved as described herein, and has been designed to comply with the FI'orida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ wo Sidelitels — L.M.Y. APPROVAL DOCUMENT: Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises and renews NOA No. 11-1013.22 and consists of this page 1 and evidence pages Irl, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12--0516.02 Expiration Date: October 18, 2017 ,(-�111 Approval Date: August 30, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No.. 110058-1, titled Series "Alum. French Door & Sidelites, impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. B. TESTS 0000 1. Test reports on: 1) Uniform Static Air Pressure Test, LoadinS p PVBC,'Y'•A&202-94••• • 2) Large Missile Impact Test per FBC, TAS 201-94 0 • •: • 0 + • 3) Cyclic Wind Pressure Loading per FBC, TXS *03-94"• • 0000: along with marked up drawings and installation diagram gt Ap Alumynum•outsvgit►g •: French Door with Sidelites, prepared by Fenestration Testih& Ldboratbry, .ic., lest.. ReportNo. F13,4864, dated 04/02/12, signed and sealed byl in D ,Burgon, Pt l;s. • - 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 0• 0.00 060 2) Uniform Static Air Pressure Test, Loadinj p&JBC ' AX0294• 0.:: • 3) Water Resistance Test, per FBC, TAS 202-940 : • • • • • 0 4) Large Missile Impact Test per FBC, TAS*A44 :000 :"": 5) Cyclic Wind Pressure Loading per FBC, TAS 203-940 • • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07--0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC-2010, prepared by manufacture, dated 10/11A 1, signed and sealed by Lynn Miller, P. E. (Submitted under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P..E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FTL--6864, issued IV Ve4estration Testing Laboratory, Inc. dated 04/02/12, signed and sealed 1* Mftin D. Mfiison, P' L':' 4. Proposal issued by Product Control, dated 02/15/12, signed U2 #jje D.o0jacfn, P..F,.::• 5. Laboratory compliance letter for Test Report No. FTL-5212, Issued by Fenestration . Testing Laboratory, Inc. dated 05/05/07, signed and sealed by6oIos S.iona, P."": (Submitted under previous NOA No. 07-0629.10) • • • • • • • • • •• • • 0000.. 0000 0000. .. .• 0606 600660 0000.. G. OTHERS • 1. Notice of Acceptance No. 11-1013.22, issued to POT lidukr2es, for their Sesime:. "FD -101 Outswing Aluminum French Door w/ wo Side f itep; LAX", approypo• .; on 11/23/11 and expiring on 10/18/12. " •••• • 0600 C Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-3 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE 1. GLAZING OPTIONS: A. 318" LAMI NOM. (.402') CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS. B. 3/S" LAMI NOM. (.4027 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. ' I C.7116'6 AMI NOM, .4667 CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF$ DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.4667 CONSISTING OF (1) LITE OF 311(" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. E. 13116" LAMI IG NOM. (.840) CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS,1/4" AIRSPACE, (1) LITE OF 118" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3M6" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. ® A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. 3. CONFIGURATIONS: X, O,X)4 XO, OX X)CO, O)0 OXO, AND OXXO. 4. ANCHORAGE: THE 33 113% INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. �( 6. SEALANT' INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: ®TEST REPORTS FTL-4984, 5212 & 6884; ELCO ULTRACON NOA:11.0408.01,12-0128.09; ANSUAF&PA NDS -2005 FOR MOOD CONSTRUCTION AND ADM-2OD5 ALUMINUM DESIGN MANUAL I S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDIMG CODE, INCLUDING THE HIGH VELOCITY NOA DRAWING MAP TOPIC SHEET GENERAL NOTES............ 1 CONFIGURATIONS ........... 1 GLAZING DETAILS ........... 1 DESIGN PRESSURES...... 2 ELEVATIONS .................... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS ........... 6 PARTS LIST ...................... 6 EXTRUSIONS ................... 6.7 ANCHORAGE .................... 8-10 HURRICANE ZONE 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AM �B�ED ABBREVIATIONS A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. HS. = HEAT -STRENGTHENED B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 6). IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP. - TEMPERED TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE "M 22 REINFORCEMENT. BITE 11T GLASS BITE is 1/2" GLASS BITE EXTERIOR po�- EXTERIOR a 1w 94 �I Lw <D �l 1 94 1/8" AN. OR 3116" AN. OR 114" AIRSPACE 3/16" HS. GLASS 3116" HS. FIS' GLASS 3/18" HS. • • • • • • • • GLASS 080 PVB INTERLAYER GLASS 09C( PVB INTERLAYER GLASS i 31 6L A6S• • (DUPONT BUTACITE OR (DUPONT BUTACITE OR • PNS • • • 1/8° HS. GLASS SAFLEXIKEEPSAFE SAFLEXAtEEPSAFE MAXIMUM) MAXIMUM) (DUPONT BUTACITE) 318" NOM. 7/18" NOM. 13118" NOM. GLASS STACK GLASS STACK • • • • • • GLASS SITACK • • • • • • • • • 3/8" LAMI NOM. 7/16" LAMI NOM. 'x3/16" • Ii NOM. GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION CORD, NOTE 1 :' '. GL'A7JNG WTnR E, NOTE 1 .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . NS2 1 a z •' y g'��_�, p 3 O O Q � Jcco V) J p �g P Wtu D: � LU n Go U.U. O g6: NW Z o o G � 0 F- Z U Z H Ir LL, r o Q N Z �� U. p lea� II o��� 15 • a z •' y g'��_�, � Q o:Z- 3 4::: O BLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS Q APPROVED CONFIGURATIONS: X, XX, O, OX XO, OXO, XXO, 0)0 (& OXXO R DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A B. C. D OR E X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 1 87 3/4" 1 91 3/,V 1 8° - 95 3/4" 3° 37 irrl 6° 713/4" +75.01-75.01+75.01 -75,01+76.01-75.01+75.01-75.01+75.01-75.0 O WIDTH 27314' SINGLE SIDE LITES WITH GLASS TYPE A +75.01-75.61+75.0 -75.01+75.0 -75.01+75.01-75.0 +75.0 -75.o 27 112" 361/8" +75.01-75.01+75.6 -75.0 +71.4 -71.41+67.61-67.6 +64.2 -64.2 36 3/4" O WIDTH 314" 1+75.01-75.01+75.01-75.01+75.01-75.01+75.07-75,01+75.0 +75.01-75.01+74.9 -74.91+70A -70.4 +66.6 -66.6 +63.1 SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY APPROVED CONFIGURATIONS: OX XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 _ 79 314" 70-83314- 87 314" 913/4" 8° - 95 314" 20 251/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 112" 51314' +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 291/2" 55 314" +51.7 -51.7 +48.8 148.8 +46.1 116.1 +43.8 -43.8 +41.6 -41.6 2$ 311/27 5° 59 314" +49.0 -49.0 +462 -46.21+43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33112" 54 63 3/4" +43-111-43.1 +43.1 -43.11+41.5. -41.5 +39.3 -39.3 +37.3 -37.3 35112" 67 3/4" +38.1 -38.1 +38.11-38.11+38.11-38.11+37.51-37.6 +35.6 -35.6 3° 371/2" g° 71 3/4" +34.0 -34.0 +34A -34A +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 O WIDTH GLASS TYPES A, B, C, D OR E +75.0 -75.01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 SINGLE+72.4 SIDE LITE+64.5 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 61.9 +59.0 -59.0 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52A 0363/4' +52.9 -52.9 +49.9 -49.9 +472 -47.21+ 44.7 -44.7 +42.6 -42.6 +35.2 -35.2 +35.2 -35.21+35.2 -35.2 +35.2 -35.2 +34.4 -34.4 +34.0 -34.0 +34.0 -34.0 +34.4 -34.4 +34A -34.01+34. 0 -34.Q NOTES' 1. GLASS 117YPES: A. 318° AMI (1/8"A, .090 PVB, 311(" HS) B. 318° AMI (1/8° HS, .090 PVB, 3118" HS) C.7116 LAMI (3116" A, .090 PVB, 3118" HS) D. W16 LAW (3/16" HS, .090 PVB, 311(° HS) ® E. 1311 r LAMI IG (3(16" TP, 1/4" AIRSPACE, 11W HS, .090 PVB, 3116" HS) 2. COMBIIPED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX qYJXO WIDTH = 731!2" MAX qXO WIDTH =109112" MAXXXOtOXX WIDTH =107 314" MAX OXXO WIDTH =143 314" 3. SINQLR DOORS 33 518" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8° WIDE 91R OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. "ROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. =S OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A M TABLE 1. OX0 WITH GLASS TYPE A 30" WIDE x 80" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE _ +87.81-87.6 PSF EX. S FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85° HIGH DOUBLE DOOR WITH 38 112" SIDE LITES DESIGN PRESSURE = +70.41-70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30".WIDE x 87 314" HIGH SINGLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE _ +43.61-43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE _ +43.1 / -43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITE$ FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION EAEA* EST 5►FOR"REINFOSCEMEWT DETAIL. • • • • • • • • • • •• • • • • ••. . •• ••• •• • • • •• • ••• • • • • • • • • • 000 • • ••• • • • • • • • • • .• • • • • • •• • • • • . •.• •• .... ....... T•Q±a . • fq a • • • •• •• • • • •• •• ••• • • • ••• • • w -Ad LU o aa ro LL ca 10 IX N O U LL, o �a 4 T•Q±a fq a 73112° MAX.--- 36 3/4' __OXORXO 371/2' 4'T` w MAX �f I HT. (TYP.) ---•1091/2" MAX. — MAX4"�+SEE NOTE 3 ��— 36 MAX. ' • MAX. • • „r, I 49 DOOR 49 DLO HEIGHT - HEIGHT 413/W 41 DLO WIDTH W =DOOR WIDTH -1216116' �F 10 000 LITE • • • • • • • • Er 1 Mso EIC•I•gf =k&C;H= Xt. i • E E� 10 �E 0 • • X • • O SEE NOTE 4 �- OXO -'--SEE NOTE 4 71 3/4" MAX. 38 3/4' MAX 24 9/18" MAX :33LM.DLO (TYP) BO -fh& Flo • MAX. • • „r, I (TYP.) DOOR 49 DLO HEIGHT - HEIGHT 413/W 41 DLO WIDTH W =DOOR WIDTH -1216116' I:=30 314"143 3/4' MAX.- --_ 36 3/4" _ army —'f' --SEE NOTE 3— -ter— MAY SEE NOTE 4 G G 95 314' MAX (TYP.) OXXO 41 —SEE NOTE 4 84 318" • MAX. • • DLO • (TYP.) DOOR 49 DLO HEIGHT - HEIGHT 413/W 41 DLO WIDTH W =DOOR WIDTH -1216116' �F DLO WIDTH WC -DOOR WIDTH/2 -11 5118' 000 LITE • • • • • • • • Mso EIC•I•gf =k&C;H= Xt. i • 10 • • • • • • • • Ef O I • �fE t X AC . •• Ef X INACI • E 0 •• ••• • • • SEE NOTE 4 G G 95 314' MAX (TYP.) OXXO 41 —SEE NOTE 4 84 318" • MAX. • • DLO • (TYP.) DOOR p DLO HEIGHT - HEIGHT 413/W DLO WIDTH W =DOOR WIDTH -1216116' �F DLO WIDTH WC -DOOR WIDTH/2 -11 5118' 000 LITE • • • • • • • • Mso EIC•I•gf =k&C;H= Xt. i • -13 • OLCPWIDT19 =NVIBTH•-3 WW* A„' t3 O ••• •• • • • •• NOTES: A AA 41 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. • • • • • • 3. SIDE LITES OVERLAP 'X' AND.70C DOORS BY 3/4" WHEN ASSEMBLED TO MAKE'XO','OX, 'OXO`XXO', 'OXX AND'OXXO' CONFIkINATIC &S. • 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). • • • • • • • 5. CLEAR OPENING FOR'X' AND )OC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.548) ('XX DOOR = DOOR WIDTHM -4.079) • • • • • • ••• • • • • ••• • • p o a • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • K. N p p o a � rn J o 0 U) o!S u. O W � M z I o z Z U1 O LL Q 0Z N Q Q v 92! • g.. •ALL o Qyul 2 N z 'L�1�111�1a1.� n ERIOR EXTERIOR L MAX. DLO SL SECT. B -B INTERIOR CLEAR -COLORED SEALANT X. IE E IHT SL VIEW G -G CORNER ASSEMBLY .. ... .. . . . .. • • • • • • • • • • ... . . . . . . . . . . . . . . . . .. . . ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ® { 1 i i 1 i i w SII Lr HEN O AT HEADIJAMB �t V AT SILLIJAMB SL SECT. B -B INTERIOR CLEAR -COLORED SEALANT X. IE E IHT SL VIEW G -G CORNER ASSEMBLY .. ... .. . . . .. • • • • • • • • • • ... . . . . . . . . . . . . . . . . .. . . ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • oS N O AT HEADIJAMB �t V AT SILLIJAMB a 2 W ~ li Z O J WJ q O r ya (� y ad LL O m �C3 Y O p C3 zz pw Q caa U a U O N N 0 > v i d l P3 no Ir?�ltrrrri�i Z Z 6% SPACING, SAME AS kms__MAX. SL WIDTH ----I JAMS ANCHOR SPACING I I (SEE SHEETS 7,8 AND 8) MAX. SL WIDTH --►I INTERIOR EXTERIOR U s A •• IL 0 0 0 •1 00 MAX • • F" D `I SEE TABLES 1 AND 2 AND DM D 22 NOTES ON SHEETS 1 & 2 000 2 SL SECT. E -E 62 FOR APPLICABILITYStSECT. F -F: •: : • • . •. ; •; HORIZ. (DOOR W/ SIDE LITE) HORIZ. (Slld� •G Df L;TEj• •�: :•: ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O Q — � a$ o o r m � Wo 0 Z10 LL W O O Z U� U O _Z F w � U W Z � H LL O Q N O ? d a gig 40 0 o Z:; a yyoy •• �'• `': a 4, 'p co O # POT# DESCRIPTION 60 D 88200 SIDELRE HEADER 81 8270 8829 SIDELfIE SILL 82 9186 81 81 ELITE 83 7186 T81P #8X4. QUAD PN. SMS 84 7888. HEAD GASKETS (STOCKING;M 86 � 7998 SILL GASKETS TOCK � 81841M SIDELITE. 6 ADAPTER 87 #12 1. SH AL SCREW TO ; 712663 SETTING BLOCK, 32° X 1/4 X 1" W/PSA, 86 +/ bURO. 71 T1267K NO BLOCK, 1/18' X 1 X 1° W/PSA, 85 +/.5 DURO. 72 84222 BEAD, 7/1 73 8988 EAD, 3/8" 74 TB BEAn; 13116"10 So. BDURAKI4 1/4" EAt.ifl SPAC R 81. � 48 THIN BULB, $ED1N MUD—RD ) DEAD, I 83 4 7 6 ED IN UDE B 8B +!-f 94. N � O 9$ ' I -1 " A. . : 3118` H8 88 LASS, 3/8" . I �.1 HS, .90 , 3/1 HS 87 LASB, 7/1 I - 18` A,..80 1 H8 3S, 1 .'LA I • 1 HS; :90 V 18" H8' .LASS, 13!18" MI -3/16° TP, AIRSPACE, 1/8" HS, 18` H8 103 F- H IDEAD L C 70957X HANDLE STRIKE PLATE 65 1118 710X34PFA #10X.750 PH FL. SMS co O # POT# DESCRIPTION 60 D 88200 SIDELRE HEADER 81 8270 8829 SIDELfIE SILL 82 9186 81 81 ELITE 83 7186 T81P #8X4. QUAD PN. SMS 84 7888. HEAD GASKETS (STOCKING;M 86 � 7998 SILL GASKETS TOCK � 81841M SIDELITE. 6 ADAPTER 87 #12 1. SH AL SCREW TO ; 712663 SETTING BLOCK, 32° X 1/4 X 1" W/PSA, 86 +/ bURO. 71 T1267K NO BLOCK, 1/18' X 1 X 1° W/PSA, 85 +/.5 DURO. 72 84222 BEAD, 7/1 73 8988 EAD, 3/8" 74 TB BEAn; 13116"10 So. BDURAKI4 1/4" EAt.ifl SPAC R 81. � 48 THIN BULB, $ED1N MUD—RD ) DEAD, I 83 4 7 6 ED IN UDE B 8B +!-f 94. N � O 9$ ' I -1 " A. . : 3118` H8 88 LASS, 3/8" . I �.1 HS, .90 , 3/1 HS 87 LASB, 7/1 I - 18` A,..80 1 H8 3S, 1 .'LA I • 1 HS; :90 V 18" H8' .LASS, 13!18" MI -3/16° TP, AIRSPACE, 1/8" HS, 18` H8 103 F- H IDEAD L C Pr n.ompj*s wllb dw Florida JAMS �No 1 -• �SI&.O •p,J 04 FILLER HEAD O U &o TH �� OM H O N LL ff- 6606 a 06 O JAMB (�'jj O ® 900 cn Q U DOOR PANEL, SIDE RAIL W 504 «-� U. p ai N r 3s0 0 0 ? d .055--►EFS-� 4 aLL 13 OUTSWING THRESHOLD CHANNEL COVER 8083-T8 lei SLIDE n M Z bl• • •• a •• i a •D� i i i ` • • • • • • ��` >!c ......... �2 925 a Z2 TUBE MULL �9BBTS • • • • ;07 y uj; • • • • • • • • • • y? •,. c' a, ••• • • • • • • • • p•., ��;` • i i • • i i • • • • i i i ITEM DWG # POT# DESCRIPTION 1 8438 60411 FRAME HERO 2 1010 BO300 WSTP.,Q-LGN .190 X .375 HIGH 3 7070 87070K BULB WEATHERSTRIP .787 X.300 HIGH 4 966 7965X FL HOLT STRIKEPLATE 6 7838X 2 PT. LOCK STR6CEPLATE 6 968 7858A FRAME HEAD STRIKEPLATE BACKING PLATE 7 7832X12FPXP #8-32 X.500 PH. FL. MS - S.S. WlSILICONE PATCH 8. 996 70985 GASKET (BETWEEN THRESHOLD 8, FRAME JAMB) 9 988 70988 GASKET (BETWEEN HEAD & FRAME JAMB) 10 852A 8533018 ADAPTER 11 11000. 891000M OUTSWIPIG TH SHOLD 12' 1670 671870 W TP, .360 RD FOAM FILL SLOT AMSBURY#32011) 13 11004A, 611004M O WUUG SHOLp CHANNEL COVER 14 11001A 411001A ACETAL SPACER .086 (MHOUSE UdJECTK)N MOLDED) 16 11002A 414002A ACETAL SPACE .086 (INHOUSE INJECTION MOLDED) 18 11003A 411003A ACETAL SPACER .140 (INH INJECTION MOLDED 20 9150 F JAMB OUTSWING) 21 1010 300 .,Q -LGN .1� .376 HIGH 86808M C 1.000 X 2760 X 0. , 8081 -TB 23 1140 112PSAT3 X1. A 8 24 1 71 EW COVE CAP 26 930 41721 KE PLATE INSERT 28 1118 10X14PFA #10X.7$0 PH. FL. S 7070 BMW OUL13 WEA71HERSTRIP.187 X.300 H � 9100 910 ORPANEL, P & BOTTOM RAIL 31 911 8811 32 917 7FRM0 E' U810 33 1178 71 W,B 0X.826 H. FL MS 34 913A 3 CLAMP 36 1130 6TROQA 6116.1 ED ROD 38 A 6118-18 FLANGED HEX NUT 37 9141A 80378M WEATHERSTRIP CHANNEL 38 7B;i4FPT #8X.76 PH. FL TEK 39 997 70997 GASKET (BETWEEN PANEL 6.L & PANEL STIL S 40 1023 879246 WSTp., .187 X.260 HIGH, FpV8EAL 41 92 41720 I: PANEL 42. 1148 78X12FPAW X.600 PH FL SMS TYPE BOB 43 1212 7 SILBMN Aw— L DUST PLUG pNACTNE PNLJ 44 6963 DOOR PANEL ASTRAGAL 1 (OUTSWING 46 984E 6984 PANEL ASTRAGAL 2 (OUTSW6VG) 48 1213 8Q200K. WSTP.,Q-LGN .190 X.200 HIGH 47 928 74UBLOK L K SUPPORT ASSY. 41707 & 41708) 48 1138 7834E 88 X.760• PH. FL SMS 48 982 AY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 61 .930 41721 STRIKE PL INSERT (INACTIVE PANEL) 62 931 7F PX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10X.750 PH FL. SMS -64-967 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.7610 -1.760 1.750 9.760PRODUCTRENEWED - _ 1.820 .1th the f 1.480 a NO 4.726E 4.(28 4.726 4.726 37 STRIP HANNEL 04 0� 3.000 0� 8083-T5 Y 4.000 •062 4.100 .082 4.100 .062 4.875 09 4.675 0.376 �y 4.100 d 20 DOOR FRAME. 212b 12b W o JAMB F - DOOR PANEL DOOR PANEL EL R PANG 8083 -TB 0 C 30 6083•TbBOTTOM RAIL 31 SIDE 6 -TS O INNTTE�RIDOOR OR ASTRAGAL 45 TS 6OR ASTRAGAL 32 HINGE Imo- to U. {+1.500+-{ � 1 1.b78 8083-T ad F- tY 0 r 3'866 3.111 I 1261 J- i iF -.b58 L I-__.525 .890 d 0 h�- 760 L- 683 w Z 1.400 660 683 T7" 7.050 { � --'.172 ® cl Z Z II - TRUSS CLAMP 348" GLAZING BEAD 7/18° GLAZING BEAD .683 Ob0 Q O W 1 O FILLER HEAD ADAPTER O 8083-T5 73 6063-T6 72 8083-T6 3.000 d N V) L 8063-T8 I I ( �► --3.100-►{ I L IG "'I 1.092 t� a N �LLI �3.000---1 -f LL 1.479 6Z SL JAMB 74 LAZJNG BEAD 10 11 O 6083-T8ma 1.272L i 1.479 -L ma '* 1L_LL �. pr�q` 5.459 .076 6.212 830 �o OFRAME HEAD 6.085 .076 as 8083-T8 4.686 .0 0 1.488 .750 •.• ••s • • • • • `�.� jt .,... .. cJ� • • •• ��� 3.000{ i •i• •• S1gAM6 ••• ••• ;°'o �'`�: O Za O OUTSWING THRESHOLD O SL HEADER O SL SILL i • i • QG11 &TB • • • • • • �' yo? :.• �r7 � a 6983 T8 60 8083 TB 61 8063 T8 11 • • �i. • •. • • • • �i��14�b ....... �Lp�`�` r? AD �ZOHNE. " 1 O� 1 u ul OR OXO 01 }-ZONE-}— aw — ZONE -I „E ZONE -F,} -E„ SEE TABLE 7.. SHT. 9 I NE D� " "F"—tZONEJ HEAD ZONE D°� E HEAD ZON a A XXO OR OXX z X z Z XXZ N NOg N SILL .SILL >1 N LOCATION. go OXXO INSTALLATION pp a go Q N XO OR OX Z - - ADDITIONAL JAMB ANCHOR LOCATION, ® SILL ZONE "D"tZONE SILL °D"� BILL SEE TABLE 3., SHT. 9 SEE TABLE 4., SHT. 9 r? AD �ZOHNE. " 1 O� 1 u ul OR OXO 01 }-ZONE-}— aw — ZONE -I „E ZONE -F,} -E„ SEE TABLE 7.. SHT. 9 I HEAD ZONE E"-- "F"—tZONEJ ZONE D -ZONE HEAD a A XXO OR OXX zoNE"F" � o ANCHORAGE SOLUTION X = MINIMUM JAMB ANCHOR SILL .SILL .ZONE-{ LOCATION. go OXXO INSTALLATION pp a go OZ N XO OR OX Z - - ADDITIONAL JAMB ANCHOR LOCATION, E" ZONE ANCHORS FROM EQUALLY SPACED AS REQUIRED PER TABLES N OXXO 3.7 ON SHEET 9. ® SEE co ZONE E"4 SHT. 9 ZONE'E' TABLE 6., SHT. 9 ! ZONE "W SEE TABLE 6., HEAD HEAD HEAD EXAMPLE 7NE "D- ZONE F" aE- SEE TABLE 7., SHT. 9 NOTES: 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCRWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETEx SEE EXAMPLE OXXO ANCHOR LAY1UT A . JAMBS (ALL): 131/4' MAX. FROM CORNERS AND 231/8" MAX. O.C. • • • • HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C. • • • HEAD & SILL OF SIDE LITES: 6" MAX FROM CORNERS AND 24 3/4" MAX O.C. i i • 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ZONE "D"--t—ZONE "F"—tZONEJ "E„ z°E"E�f a A XXO OR OXX zoNE"F" � o ANCHORAGE SOLUTION SH -L SILL .SILL .ZONE-{ 7NE "D- ZONE F" aE- SEE TABLE 7., SHT. 9 NOTES: 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCRWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETEx SEE EXAMPLE OXXO ANCHOR LAY1UT A . JAMBS (ALL): 131/4' MAX. FROM CORNERS AND 231/8" MAX. O.C. • • • • HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C. • • • HEAD & SILL OF SIDE LITES: 6" MAX FROM CORNERS AND 24 3/4" MAX O.C. i i • 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a O Or-7Ll Ir- a L6 w 4$ J W G D r `w LL O coU z LL o c4LL j ig oNE � z°E"E�f c 7y _3 z �-.E.-ZONE zoNE"F" zEAD ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19"x833/4" SIDE LITES "B" AND w E" ZONE ANCHORS FROM TABLE 7, SHEET 9. N OXXO PLUS; co m B. 713/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH -F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS ILL ZONE- -- Sq L I +-j►ZONEA ILL I EACH JAMB AND 2+6+6+2 - (14) • • TYRB>1 OR 2 ANCHORS AT HEAD „E ZONE "F" ZONEYF" • • ,�" • SEE TABLET SHT. .. • • • AID AT SILL • • * EXAMPLE OF ANCHORAGE FOR A071 3/4-W 8134' ')& CFOCV: • • - ANCHOR LOCATION FOR WITH 19" x 83 3/4- SIDE LITES ME%b&M0MT RIGHTS• • • • EXAMPLE ABOVE A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a O Or-7Ll Ir- a L6 w 4$ J W G D r `w LL O coU z LL o c4LL j ig CL z h• c 7y _3 z 4r0 trj may'• ' � : � TABLE 3. X DOORS QD TABLE 4. XX DOORS ® TABLE 6.0 SIDE LITE ® TABLE 6. XO & OX Q TABLE 7. OXO, XXO.OXX (ALSO X DOOR OF XO & OX) & OXXO GLASS TYPES A. B. C. D, E GLASS TYPES A. B. C, D. E GLASS TYPES A. B. C, D• E GLASS TYPES • A. B. C. D, E GLASS TYPES A, S. C, D, E ANCHORTYPE ANCHORTYPE ANCHORTYPE ANCHOR TYPE ANCHOR TYPE & SUBSTRATE 2 3, WOOD 1.2. CONC & SUBSTRATE 2.3. WOOD 1,2, CONC & SUBSTRATE 2.3. W WD 1.2. COIL & SUBSTRATE Z3. YYOOD 1.2, CONC & SUBSTRATE 2.3, WOOD 12. CONC DOOR WIDTHS LOADZONES DOORWIDTHS LOAD20NES WIDTHS 'O' - 10.75 DZONES DOOR WIDTHS LOADZONES J DOORWIDTF '9( - 25.50 LOAD20NES } Q -9-25.5 %0( - 47.75 w m %C - 25.50 p a o TO 37.50 TO 71.76TO 0� N 38.75 TO 37.60 TO 37.504 P� 13:1,�Jo��ajo Q �4� O � =1 =1 6 O 71.75 --N0 0-1 q Oil o ¢i 410 Q WIDTH x Hi. K ; WIDTH x Hi. a a WIDTH x HT. O O O O WIDTH x HT. O O X x 0 0 ,C X WIDTH x HT: 616 X O Ol� 26.60 x 79.76 6 21 7 14 21 3 47.75 x 79.7 4 3 6 10.75 x 79.7 4 1 4 1 10.75 x 79.75 4 2 4 2 10.75 x 79. 4 2 4 2 83.75 6 2 T 4 2 3 83.7 5 4 7 83.76 4 1 4 1 83.7 4 2 4 2 83. 4 2 4 2 87.75- 2 7 4 2 3 87.7 b 4 7 %23 87.75 4 1 4 1 87.7 4 2 4 2 K $7. 4 2 e 4 2 91.75 $ 2 7 4 2 3 91.76 6 4 7 91.7 4 1 4 1 91.7 4 2 4 2 91.78 4 2 3 4 2 95.7 6 2 7 4 2 3 27.50 x 78.7 6 2 7 4 2 3 95.7 51.76 x 79.7$ b 4 7 6 4 7 4 2 3 95.76 12.75 x 78.7 4 1 4 1 4 2 4 2 95.75 12.7$ x 79.7 4 24 4 2 uQ 2 4 2 96.76 4 2� 4 2 4 2 w 12.75 x 79.75 4 2 83.75 5 2 7 4 2 3 83.7 6.1 4 7 41 2 3 8175 4 2 4 2 93.7 4 2 -4 4 2 '4 83. 4 2 4 2 87.7 5 2 7 4 2 3 51.7 6 2 7 4 2 6 87.78 91.76 b 4 7 4 2 3 fi 4 7 4 2 3 87.7 91.7 4 2 4 2 4 2 4 2 87. 91.75 4 2 4 2 R. 4 2 p�ppp t4 87. 91.7 4 2 4 2 C .4 2 4 2 C 4 2 96.7 6 2 7 4 2 5 96.78 6 4 7 4 3 8 95.76 4 2 4 2 96.754 2 Op� 4 2 95. 4 2 4 2 19.00 x 79.75 4 3 29.50 x 79.76 5 2 8 4 21 3 66.76 x 79.75 6 4 7 4 2 3 19.00 x79.75 4 2 4 2 19.00 x *76 4 3 LL 4 2 ' u�L4LL 83.7 6 2 8 4 2 3 83.75 5 4 7 4 2 3 83.78 4 2 4 2 83.78 4 3 4 2 83. 4 3 W ,% 2 W 87.7 6 2 8 4 2 5 87.76ff64 7 4 2 3 87.7 4 2 4 2 87.7 4 3 4 2 pay 87.76 4 391.7 6 2 8 4 2 5 91.78 7 4 3 5 91.78 4 2 4 2 91. 4 3 4 2 81.78 4 3 4 2 4 3 .7 8 2 8 4 2 6 31.60 95.7 6 4 3 b 95.75 4 2 4 2 95. 4 3 4 .2 86.78 47 x 8 2 8 4 2 5 83.7 x 21.76 x 21.76 x 3 � 4 � 21.76 x79.76 83.76 4 3 4 2 � 87.7 8 2 8 4 2$ 83.7 97.76 8 5 8 4 2 3 B b 8 4 3 5 83.76 76 87.76 4 2 4 2 4 2 4 2 83.75 07.764 4 3 _ 2 4 2 _ 87.76 4 3� 4 3-4 4 2 4 2 Q 8 3 91.76 2 8 4 2 5 91.7 6 5 8 4 3 5 91. 5 2 4 2 91.765 3 4 2 91.75 p 4 2 p 95.7 7 2 10 4 2 5 95.7 6 5 8 4 3 5 S 2 4 2 96.7 5 3 4 2 95.76 5 3 "I 4 2 '3 33.50 x 78.7 6 3 8 4 3 3 63.75 x 79.7 5 5 8 4 2 3 .95.75 27.76 x79.75 5 2 4 2 27.75 x 79.75 5 3 4 2 m 4 2 27.76 x 79.76 6 3 83.7 8 3 8 4 3 5 83.7 6 5 8 4 3 5 83. S 2 4 2 83.75 5 3 4 2 83.75 8 3 F 4 2 t 87.7 6 3 8 4 3 5 87.75 6 5 8 4 3 5 67.7 5 2 4 2 87.7 5 3 '4 4 2 87.75 4 2 20 5 3 91.7 7 3 10 4 3 5 91.7 6 5 8 4 3 5 91.75 6 2 4 2 81.7 -j 4 3 91.78 6 3 4 3 6 3 96.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 96.7 8 2 4 2 96.750 3 4 3 95.7 8 3 4 3 35.F� X 78.7 8 3 8 4 3 5 67.75 3 36.13 79.75 8 3 4 1- F 38.13 79. 8 4 4 3 83.7 8 3 8 4 3 fi x 79.7 89.7 8 6 8 4 S 8 5 6 4 3 6 z 83.7 3 4 8 3 4 3 38.13 x78.76 83.7 6 8 4 .4 3 4 3 •� •••• x g3. • F 4 3 87.7 8 3 4 4 3 6 87.75 6 5 8 4 3 6 87.76 7 3 4 3 87.7 7 6 4 3• • T 6• 4 91.7 7. 3 10 4 3 6 91.75 7 6 10 4 3 b 91.75 7 3 4 3 91.7 7 5 p 4 3 p• • 5�7}.*M ••• i So 3 s 9.6.7 7 3 10 4 3 6 9b. 7 6 10 4 3 5 95.75 7 3 4 3 �.7 7 6 qZ 4 3 V 85. 7 6 Q 4 3 SC 37.60 x 79.75 6 3 8 4131 5 71.75 x 798 6 8 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.7 6 4 < 4 3 38.75 x 79.75 6 4 a 4 3 '83.76 8 3 8 4 3 6 Si;:3.76 8 b 9 4 3 5 83.76 6 3 4 3 83.76 6 4 4 3 to • 83. 6 4-C 4 3 w 87.76 7 3 10 4 3 5 87.76 6 5 9 4 3 5 87.75 7 3 4 3 87.7 7 5 463 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 91.75 7 3 4 3 91.75 7 5� 4 y •� I. t 5 • 4 J. 95.75 7 3 10 4 3 5 95.7 7 6 10 4 3 6 86.75 7 3 4 3 85.75 7 5 4 3 • 65.76 -0 5 14 13m,• ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • ••• • • APPROVED ANCHOR TYPES: 1. 1/4' ELCO TAPCONS 2.1/4° ELCO S84 CRETE-PLEX MASONRYANCHORS 3. #12 SCREWS (G6) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Y r W O W LLILu ~ J NO c, o co •d LL O J G) 0 all } Q P Z Z p a o uw 0� N O O� �4� O _ZY.N --N0 0-1 ��fff11II411\\\\ 2X WOOD 1314" W4' 2X WOOD 13/4' BUCK, NOTE 2 �­MIN EM -1 -Mi -11 D. 3.4 KSI MIN. CONC. i 3W MIN. E.D. 3A KS1 MIN. CONC. BUCK PROMWFREMWED NOTE'l 1X WOOD BUCK NOTE2 I 314"TYPE 2 I 31W TYPE I t 1 318'TYPE I lXWOOD �j to I 3/N'TYPE 2 BUCK NOTE 2 N. 13/8" 1 3V MIN. MIN. 114° MAX - 1 —1 1W MAX. ppy SHIM 1/4" MAX 114' MAX. SHIM WOOD SHIM SHIM EXT- ANCHOR CONC. EXT. WOOD EXT. -CONIC. TYPE 2 OR 3, ANCHOR ANCHOR AN P, 1 N I C/) NOTE I NOTE I TYPE 2 OR 3. 1111 TYPE I OR 2 (CMU) NOTE I a DOOR HEAD (WOOD) DOOR HEAD (CONC) _I 3V TYPE I (CONC) 9 8 1318° SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) '114"MAX. I 314'TYPE 2 (CONC) 1/4* MAX SHIMMIN. SHIM 4" MAX SHIM I 1/4' TYPE I OR 2 (CMU) C3 —T M 1 3V TYPE I (CONC) I /c MAXM�4AX [Mii 1318'MIN. c6 10 1 3111. D BUCK 2 ANC :AM ANCHOR, IIN- WO( (T. ANC TYPE NOT ol MN 4 314° MIN. E.D. 1 3f4' TYPE 2 (CONC) LU WOOD ANCHOR CONC. MM. E.D. ANCHOR w STAGGERED ANCHOR 1.6 KSI MIN. CMU OR Lo LL ON CENTERS.- �•-WOOD 3.4 KSI MIN. CONC. iE 0 TYPE STAGGERED ON ww NOTE I CONC ANCHOR I 314"MIN w LU 20R3, CENTERS, E.D. I . 3/4" MIN. E.D. TYPE 0 NOTE1 4NOTEI 0 1 20113, it < 0 2X WOOD IX WOOD BUCK J EXT. 1.5 KSI MIN. CMU OR 2X WOOD I EXT. NOTE i a BUCK NOTE 2 NOTE 3A KSI MIN. CONC. BUCK, NOTE 2 IXW'OODBUG N 2 EXT. 1: 0 w 0 DOORJAMB(WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) ox wWOOD ANCHOR TYPE 2 CONIC. ANCHOR z 10 OR LCL WOOD ANCHOR, TYPE 2 OR 3 NOTE I - NoTE I NOTE I C. ANCHOR NOTE I 1X WOOD EXT. NOTE 3 BUCK NOTE 2 EXT- 1/4MAX 1/4" MAX. 1/4° MAX 1/4* MAX SHIM SHIM SHIM 1 3w TYPE 3V MIN. I 3/4' TYPE 13/8' E 2 fw -1. 3fir TYPE I 3A KSI MIN. 3W TYPE 2 if4l' 3A KSI MINI. CONC. 314 CONC. 2X WOOD BUCK NOTE 2 IN. E.D. 2X WOOD BUCK NOTE 2 1.— 1314" DOOR SILL (WOOD) DOOR SILL (CONC) . E.D.IN SIDE LITE SILL (WOOD) MIN. SIDE LITE SILL (CONC) NOTES: * 00 090 e a e e• 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4' TAPCONS EMBEDWED 1 31W 9IN!WflPE:) 6R 314 U CRETE -FLEX EMBEDDED 1 3/4' MIN: (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 134'. Fd%WOdTNtrA:LA:IO:S 8"• . .......... M/' SS4 CRETE -FLEX ANCHORS EMBEDDED 1 31W MIN. (TYPE 2). 00 #12 SCREWS, G6 (TYPE 3) OR ELCO 114 •40 2. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN I 1/2' THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WA BUCKS Z- Y.*, DEPICTED AS 2x ARE 1 112'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE A - AUTHORITY HAVING JURISDICTION (AHJ). 0- 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROLt (340eVMIN.),4dbtElrP.0THlE7?• 0,, .2 8 81 1 MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD is SUFASTRATEo IF U TRATEI n1l4A'ANIJUR DOCTION. 0'. WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE A8TIfR 15" IS,