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WS-15-2196 (2) Miami Shores Village Ty B 1Nindows(Sh�t rs. 10050 N.E.2nd Avenue NE Otfc{:ta 6 8 WInC(lW�Door Replacem Miami Shores,FL 33138-0000 Pt3i0 :SBt't15:APPRED Phone: (305)795-2204 - Fc° Expiration: 02/28/2016 ./ 1 6 lasuel�e:91112016 Project Address Parcel Number Applicant 9105 NE 5 Avenue 1132060141210 _ A Miami Shores, FL 33138- Block: Lot: ALEJANDRO PINO Owner Information Address Phone Cell ALEJANDRO PINO 9105 NE 5 Avenue (305)302-5770 MIAMI SHORES FL 33138- 9105 NE 5 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 26,300.00 CDM WINDOWS&DOOR INC (305)267-1011 Total Sq Feet: 0 Type of Work:WINDOWS AND DOORS(10 DOORS&15 W Available Inspections: No of Openings:25 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $16.20 Invoice# WS-8-15-56876 DBPR Fee $5.25 DCA Fee $5.25 08/26/2015 Credit Card $50.00 $362.70 Education Surcharge $5.40 09/01/2015 Check#: 12410 $362.70 $0.00 Permit Fee $350.00 Scanning Fee $9.00 Technology Fee $21.60 Total: $412.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an g. Futhermore,I au Porize the above-named contractor to do the work stated. September 01, 2015 Authorized Signature:Owne Applicant / Contractor / Agent Date Building Department Copy September 01,2015 1 Miami Shores Village • Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No.IKC—[115")4 L PERMIT APPLICATION Sub Permit No.l ioUs`" �- �S- zIgla BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP G CONTRACTOR DRAWINGS JOB ADDRESS: C1(D4S iy�✓ � City: Miami Shores County: Miami Dade Zip: '01-353 Folio/Parcel#:%%� ZfXp'014- f 2-t'0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �1')•G�Gtl�lGirl'C� F1;10 Phonep: Address: �� i��c �j -141% eMu-c City: VA4LAO j swy-tg State: f— Zip: 331313 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 0,1 1 WW10LOWS 14 -DOOr-, Md • Phone#: Address:4- 61 L0 � ,�J t�!•2X1 • City: 1-kaxy" State: Zip: 351,55 Qualifier Name: L 1/4� �[• V1-1GxSSip-I-- Phone#: State Certification or Registration#: Certificate of Competency#I 00 1B.S COLA g DESIGNER:Amhkeet¢Engineer: A r►v d P47 "?4/ Phone#: 7�q-€?�4 74,E.3 Address: 33,?4 ,S'ct/ I g City: 11011 dree'c1 �� Sate:�Zip:33 31 a Value of Work for this Permit:$ 240 .0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration to New ❑ Repair/Replace ❑ Demolition Description of Work: w o r-S (a Jo w Specify color of color thru tile: Submittal Fee$ 50 6,0 Permit Fee$ ' W CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ SG '2- - (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. c � • Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 ,by 2e'j'� day of Aorp 20 1 S by who is personally known to `& ,l`�e.s3�.�_ who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did to e a oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: 4 � � Seal: Seal: • Y Pdit-State of F Commission#FF 903405 :?;, •; My Comm.Expires Auq 17,2019 ''ai�u�••` Raided f wO 1 Notary Assn. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) CDMW14 OP ID:MARZ .4,coRv CERTIFICATE OF LIABILITY INSURANCE DATE([06/009/2015912015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUPROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCERNTACT iSure Insurance Brokers NAME Javier A.Fernandez 6700 W.Fla ler St,Suite 270 NCNNo Edt:305-223-2533 FAX No,:305-220-0765 MiamiJavier,FL embn AD�:Certificates@lSureBrokers.com Javier A.Fern>�ndez INSURER(S)AFFORDING COVERAGE NAIC @ INSURER A.FIRST SPECIALTY INSURANCE CORP INSURED C.D.M.Windows&Doors,Inc. INSURER B:Evanston Ins.Co. 4316 SW 73 AVE Miami,FL 33155 INSURERC: INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR RODL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMID MMID LIMITS A X COMMERCIAL GENERAL LIABILITY EACH O CURRENCE $ 1,000,0001 CLAIMS MADE a OCCUR 2527 06/09/2015 06/09/2016 ptu REMIS S(Ea occurrence $ 50,00 MED EXP(Any one person) $ excludec PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY X JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,00 OTHER: $ AUTOMOBILE LIABILITY COMBINE D SINGLE LIMIT $ Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PPReOPPE an DAMAGE $ HIREDAUTOS AUTOS UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 2,000,00 B X EXCESS LtAe CLAIMS-MADE MKLV20LE101845 06/09/2015 06/09/2016 AGGREGATE $ 2,000,00 DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABIL[Y YIN ST TUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEEl N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ ff yes,desaft under DESCRIPTION OF OPERATIONS below E.L.DIS SE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached N more space is required) DOOR, WINDOW OR ASSEMBLED MILLWORK-INSTALLATION METAL. LOCATION OF PREMISES: 4310-12-14-16 SW 73 AVE MLAMI FL 33155 CERTIFICATE HOLDER CANCELLATION MIAMSHV SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores,FL 33138 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Client#:1461180 132CDMMN ACORD. CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD/YYY1r) 07/20/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed.if SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER CONTACT NAME: BB&T-Oswald Trappe and Company PHONE 305 670-0083 9200 S.Dadeland Blvd,Ste 314 E-MAIL Ext ac Nu: 8668028668 Miami,FL 33156 ADDRESS. 305 670-0083INSURERS)AFFORDING COVERAGE MAIC s INSURER A:RetailFirst Insurance Co pang 10700 INSURED INSURER a: CDM Windows&Door Inc 4316 SW 73rd Avenue INSURER C. Miami,FL 33155 INSURER D. INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR ADDL B POLICY NUMBER POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE GENERAL LIABILITY DEA\CCHH OECCURRR=") ENCE $ COMMERCIAL GENERAL LIABILITY PREMISE Ea oc nce $ CLAIMS-MADE EIOCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN%AGGREGATE LIMIT APPLIES PER PRODUCT$-COMP/OP AGG $ POLICY JECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea On) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPS DAMAGE $ HIREDAUTOS AUTOS era d — J UMBRELLA LIAROCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION$ 1 $ A WORKERS COMPENSATION 0520512330 6/29/2015 06129/201 TO Y LIMIT X oTH- AND EMPLOYERS'LLABILITY ANY PROPRIETORWARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If under DESCRIPTIONdAOF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1.000.000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,H more space[a required) 'Workers Comp Information I Proprietors/Partners/Executive Officers/Members Excluded: Carlos Dotres,Pres CERTIFICATE HOLDER CANCELLATION City of Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NC1TICE WILL BE DELIVERED IN 10050 NE 2 Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHORDI:D REPRESENTATIVE ��oaas For/61"p- @ 1988-2010 f©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S14512989/M14512943 SHDE r MIAMI-02MIMIAM-DADECOUMY 8PIO DUCT CWMOL SECTIO 1 11805 SW 26 Street;Rem 209 DEPARTAI OT OF REGUTATORY MO ECONOMIC RES OURCES(UR) MianiL Florida 331752474 BOA"AND CODE ADMIP09TRATION DIVISION T(7p.6)3152590 F(786)315-2599 NOTICE E OF AC qN T'ANCE CSA wwwaniami&&gov/ecanosnl• PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules d regulations governing the use of on materials.The documentation submitted has been reviewed and a=q ted by Miami-Dade County RER- odu t ContMJ.J;otion to••••• be used in Miami Bade County and other areas where owed by the Authority Having h tIbn(ATS • This NOA.shall not be valid atter flee expiration date mated below,The MiamiC -Da+oduct Ural SecWu.;. (In Miami Dade County) and/or the AHI (in areas i ither than Miami Dade County) r > the right 4o have this product or material tested for quality assurance purpc ses. If this product or nuterial f ' %5*pWfbrrn.*j%flee• manger, the manufacturer will incur the expense of i uch testing and the AIS tr•• suspend the use of such product or material Within the r jurisdiction. RER reserves tl�ri • 000 tFtl�dsceptatldd,•• if it,is determined by Miami Dade County Product ontrol Section that this product fat rial fat 0 oto'meet•@he•:' requirements of the applicable building code. • ; .. ..�. This product is approved as described herein,and has n designed to comply with the Florida Nuildito de, 0 • including the High Velocity Hurricane Zone. %.9 : . 000 :'•••; DESCRIPTION: Series 66FD-101"Aluminum French Doors whvo S' -L.X1. 0.. • APPROVAL DOCUMENT:Drawing No.11005-1 E,titied"Alum.French Door Sidelitm Impact",shects 1 through 10 of 10, dated 04/04/2012 and last revised on 05/29215, prepared by POT Industries, signed and sealed by Anthony Lynn Miller,P. E., Bearing the Miami-Dade County Product Control Revisi n stamp with the Notice of Acceptance number and Expiration date by the Miami Rade County Product Control S;Zn. MISSILE IMPACT RATING:Large and Small issile Impact Resistant Limitations: 1. Use of Table 1,require fitll length reinforcement., (item 922)for OCL,%O,XXO,07X1 OXO and OXXO.IU lower design pressure from X,XX door or O(si lite)shall control. 2. All laminated glazing options(glass types,A,B, C,D&E)must have 3/16'I1S Ww at interior side. 3. %4"Elco Ultracon(former Tapcon)to be 41'OC into Come.and 6"into CMU(jambs), 4. Unlisted missing items 0 68,69,75-89 and 100-102 in Bill of Material are not part ofapprovals 5. Applicable Egress requirement to be reviewed b Building official. LABELING:Each unit shall bear a permanent label ' the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a newel application has been filed and there has been no change in the applicable building code negatively affecting th o performance of this product. TERMINATION of this NOA will occur atter the a piration date or if there has been al revision or change in the materials,use,and/or manufacture of the product or pocess.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall autoi riadcally terminate this NOA.Failure to comply with any section Of this NOA shall be cause for termination and remov d of NOA. ADVERTISEMENT: The NOA number preceded y the words MmmiDade CounM Florida, and followed by the expiration date may be displayed in advertising litcrai ure. If any portion of the NOAis played,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be I rovided to the user by theer or its distributors and shall.be available for inspection at the job site at the uest of the Building Official. This NOA revises NOA 12-0516.02 and co o this page 1 and evidence pages El,as well as approval document mentioned above. The submitted documentation was reviewed by bhaq 1®Chanda,P.E. NOA No.1 .24 M" ZiqiOaflon Date: October 18,2017 s Appmvdl Dom: July 23,2015 Page 1 I - I PGr Industries,Inc. NQT—ICE OF ACCEPT CE° EVIDENCE SUB I A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#listed below) 2. Drawing No. 110054 Rev E,titled"'Alum.French Door&Sidelites,A ct",sheets 1 through 10 , of 10,dated 04/04/2012 and last revi d on 05/29215,prepared by PCT Industries,signed and I sealed by Anthony Lynn Miller,P.E. B. TESTS(Submitted under files#12-0516,02/#11-101322) 1. Test reports ow. 1)Uniform Static Air Pressure Test,Loading per F C T.AS 202;14:• ...... 2)Large Missile Impact Test per FBC,TAS 201- ' ' •• 3)Cyclic Wind Pressure Loading per FBC,TAS 2 •• •••... Along with marked-up drawings and inst lation diagram of fixed sidelite Wf insulated • laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test R 6864, dated 04/02/12,signed and sealed by.Marlin D.Brinson,P. E. ...... .... ..... 2) Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 •• •• ...... 2)Uniform Static Air Pressure Test,Loading per FAS 202-94 '. 3)Water Resist Test,per FBC,TAS 202-94 •••••• 4)Large Missile Impact Test per FBC,TAS 201-94«.• : ••••: 5)Cyclic Wind Ppmure Loading per FBC,TAS 203-94 '..' 6)Forced Enter I est,per FBC 24113.2.1,TAS 20�-94 Along with marked-up drawings and instillation diagram.of Aluminum outswing doors w/sidelltes,prepared by Fenestration.Tesl°ng Laboratory,Inc.,Test Reports No FTL-5212,dated 05/05/2007,signed and sealed by Carlos 8.Rionda,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/22/15,complying with FBC- 214(55th Edition),prepared by PGT, igned and sealed by Lynn Miller P.E. 2. Glazing complies w/AST10+1E-1300-02,04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regtdatory and Economic Resources It}. E. MATE RL4,L CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.0 1 issued to E.L.DuPont DeNemours&Co.,Inc. for their "DuPont ButaciteS PVB Interlayer", expiring on 12/11/2016. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their"�afiex(clear ani colon) interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to F C 2014(5`h edition)and letter of no,financial interest, prepared by PGT, dated 05/22115,sil ped and sealed by Lynn Miller,P.E. 2. Lab compliance as part of the above eferenced test report. C. OTHER 1. This NOA revises NOA#12-0516.042,expiring 10/18/17. 2. Test proposals dated Ian 18,2017 and 02/15/12 approved.by Jaime D.Gascon,P.E. laaq I.Chanda,P.E. Pkoduet Control Examiner NOA.No.15-0528.24 Expiratio Bute: October 18,2017 App val Date: ,lady 23,2015 E-1 a � NOTES:OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) . 1 mum r--_ � —�.'. - - 1C©SaNN•2y A. M.4402CONSISTING OF(1)LITE OF 118"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEMEEPSAFE MAXI-,OF 3116"HEAT STRENGTHENED - B. F 9�l8HEAT 3 THEMED GLASS itd i ERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. C.7118°LAMI NCAA.(.466)CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LIFE OF 3116°HEAT STRENGTHENED GLASS. D.7118"LAMI NOM.(.466")CONSISTING OF(1)LITE OF 3/16`HEAT STRENGTHENED GLASS PLUS AN.000 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX1KEEPSAFE r ILI MAXIMUM PLUS(1)LITE OF 3(16°HEAT STRENGTHENED GLASS. E.13116"LAMI IG NOM.(.840%CONSISTING OF(1)LITE OF 3118"TEMPERED GLASS,1hr AIRSPACE,(1)LITE OF 11W HEAT STRENGTHENED GLASS PLUS AN-M PVB NOA DRAWING MAP 0) INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3116"HEATSTRENGTHENED GLASS. 2,DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2 GENERAL NOTES.....,,.TOPIC SHEET A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. 8 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........I (]: 3.CONFIGURATIONS:X A.XX.XO,OYX XXO,OXX,OXO.AND OXXO. GLAZING DETAILS...........1 �s g 4.ANCHORAGE:THE 33 113% INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES......2 V F- t^ SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 ap J REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 LLL. J W HIORIZ.SECTIONS........... 5 ® o 6.SHUTTERS ARE NOT REQUIRED. V- V- 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST S...................6 o L�11 0) IL O 7.REFERENCES: EXTRUSIONS................... 8.7 cY06 &TEST REPORTS FTL4964,5212&6864;ELCO ULTRACON NOA'S:;ANSYAF&PA NOS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE...................8.10 Z Z r DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY Z 1111 HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS _ 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED �4 A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED ® Z B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION EE-E,SHEET 6),IS REQUIRED ONLY AT ALL DOOR TO GIDE LITE CONNECTIONS FROM Tp,=TEMPERED to� yy (bI Q TABLE 1.,SHT.2.REFER TO TABLE 2.SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 93 93 91 r 30 30 30 90 73 10 GLASS SITE \ 73- 1 SS SITE 74 112"GLA BITE to ge U94 J 94 118"AN.OR _ 3118°AN.OR- 114"ATp.IRSPACE- X18"H9S. _HS.GLASS _ HS.GLASS_--- •• •• _ _ LAYER (DUPONT BUT7 - MASS AGITE OR GLASS (PONT BUTACITE OR GLASS • •i .• i • 11N� GLASS ,,`s�� SAFI EXJNCEE MAXIMUM) SAFLEXIMAXIMUM) IE I MUM) (DUPONT BUT E_s• ••ISS MAXIM1IM} 318"NOM. 7118°I,I}M. 13116"NOM. - PA GSS STACK GLASS ••• • • _- 5: �rd N :d: 3/8"LAMI NOMI. 7116"LAMI NOM. •• • •GL .. GLAZING OPTION_A_OR B NOTE_1 GLAZING OPTION C OR D,NOTE 1 ••• • AZ��.a®PTIOkff,N E 1MOWN ••• • • • • ••• • • • • • • ••• • • • • • •• •• • • • •• •• ••• • • • ••• • • t A TABLE 1. RESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: APPROVED CONFIG(1RAT�fyS OX,X0,OXO,XXO,OXX&OXXO � (FOR COORS W/SIDE LITES THE LO DP FOR THE DOOR OR SVE UTE PREVAILS) 1.cess Tv �� 7=11WHS) . REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CO ECTIONS A. to (118° 090 PVB sr `ems S.. > vwdaaa caowaa DOORS NTH GLASS TYP ,C'D®R E C.7/16'LAMI(3118°A-011 PVB,3/16°HS) HEIGHT D.7116°LAMI(311(°HS,.010 PVB,3116°HS) TH lt3t lA4DTH 7e--79 314", 7 -833/4" 87 314" 91314 8�-95 3J4" E.13/16°LAMI IG(3/16°TP,914°AIRSPACE,1l8°HS,.090 PVB,3116°HS) 1Pt' 6° 71 314 +7 .0 -75. 1+75.01-75.01+75.01-75.01+75.j0 -'5.0 +75.0 -75.0 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y r � ,3f037 MAX.QX/XO WIDTH = 73112° I- H SINGLE SIDE LITES NTH GLASS TYPE A MAX Oxo WIDTH=1091/2° o � < 27 3/4" +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 MAX.XXXO WI TH=1 3 a 3/a' c3 MAX.OXXO WIDTH=ia3 314° 36118" +75.0 -75.0 +75.0 -75.01+71.41-71.4 +67.6 -67.6 +64.2 -64.2 3.SINGLE DOORS 33 S/8°WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64118 cA goo 383/41 +75.0 -76.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -6 A WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE O VKDTH SINGLE SIDE LITES VATH GLASS TYPES B,C,D OR FBC, NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. J 36 3/4" +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMWIADE COUNTY. co p o TABLE 2. DESIGN PRESSURES FOR CONI ED t SIDE LCfEB ONLY 5;EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ,ly p APPROVED CONFKRMTIONS:OX,XO,OXO,XXO,OXX&OXXO EX.A FROM TABLE 1. U1 rm LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) oxo WITH CLASS TYPE A � C.W HIGH SINGGLE W- OR WITH 2W-SIDE LITES sn REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNEC DESIGN PRESSURE=+67.6!�7.e P$F co GLASS TYPES A,B,C,D OR E U w Z HEIGHT EX.B FROM TABLE I. Z � � � OXXO WITH GLASS TYPE A IL. C) X 1 TH MVWDTH 68-79 3/4" 70-83 3/4" 87 314" 91314" e-95 3l4" 68°WIDE x W HIGH DOUBLE DOOR WITH 361/2"SIDE LITES y ua z o 2° 2510 4� 47 3l4" +68.6 -56.6 +55.4 35.4 +52.4 -52.4 +49.8 49.8 +47.4 -47.4 DESIGN PRESSURE=+70.41-70.4 PSF �N 0 g d t a 271/2" 5139' +54.9 -54.9 +51.8 -61.81+49.0 -49.0 +46.5 -46.5 +44.3 -44.3 Ex OXO WITHC FROMT ABLE GLASS TYPE C � w � 291/2" 55 3/4" +51.7 -51.7 +48.8 48-81+46.1 -0,1 +43.8 -43.8 +41.6 -41.6 3ff WIDE x 87 314°HIGH SINGLE DOOR WITH 28 SIDE LITES 2® 31 112" 5° 5939- +49.0 -49.0 +46.2 -48.21+43.6 -43.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE-+43.61.43.6 PSF + ga 33112" 63 314" +43.1 -43.1 +43.1 43.1 +41.5 41.5 +39.3 -39.3 +3T.3 -37.3 EX.D FROM TABLE 2. OXXO WITH GLASS TYPE C 351/2" 67 314" +38.1 -.'$.1 +38.1 -38.1 +38.1 -38.1 +37.5 37.5 +35,6 -35.6 63 3/4'WIDE x 80°HIGH DOUBLE DOOR WITH 26"SIDE LITE$ DESIGN PRESSURE=+4&11.43.1 PSF R o 3° 371P2" 6° 71314" +34.0 -34.0 +340 -34.0 +34.0 -34.0 +34.0 34.0 +34.0 -34.0 ® a O vwDTH GLASS TYPES A,D,C,D OR 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 374"- +75.0 75.0 +75.0 -M +75.0 -75.0 +75. 75.0 +75.0 -75.0 -CONNECTION SEE-SECTION 8-E,1 iv I Epp O MI w o DETAIL. • • •• • • • • • i��rrirr4r 122W +750 -75.0 +75.0 -75.0 +75.0 75.0 +76.0 -75,0 +760 -75.0 •• •i i i 0,0 60* •• � 19" +72.4 -77-4 +68.5 -68.6 +65.0 65.0 +61.9 -61.9 +59.0 -59.0 •• ••• •• • • •• /�'�• swam WE LITE 21314" +64.5 -64.6 +61.0 -61.0 +57,8 -57.8 +55.0 -55.0 +52.4 -52.4 _ .• a "o; 27 314" + t35.21-35.21+35.21-35.2 9 +44.7 44.7 +42.6 -42 +5 . 2 22 ••• i • •••i• ••• e ••••• •i i• = fui xo ab�;:Uz� 8 ,M 2 +32 - 5.2361855 +34 436 34 +34.0 0 1-34.01+34.0 1 0 +34.0 -34.0 +34.0 34.0 ••o i• ••• ••• ••• s•• .��ri��........ .4 d ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • 731/2°MAX.- 10S 142°MIAX— 143 344°M AX.---- --36 �osa •�� f —MAX. - -MAX.36 3/4* MAX SEE NOTE 3') $ MAX38 � -- MAX ♦a�p� +— SEE MOTE 3qa -o �! — renes• a 1'/' 49 49 41 49 cm LU MAX 10 IEf �E E� E Ef lE E[ E Efu 1XOC . X INAC7 = p od 10 SEE MOTE 4 SEE NOTE 4 SEE MOTE 4 SEE NOTLE 4 SEE NOTE 4 OX OR XO OXO OXXO 41 � p0 lv cra 71314"MAX 371 PL" ` 241118"MAX. �6W MAX V Lu U A SA-e ,MAX. I �� f3OLD -- G zjw 0 a, e- 49 MAX 49 41 IGL�ii a HT. ui W 10 TVP. 9.5 a° 10 MAX 84 3!r (TYP.)84 SW RIX ' d MAX. m' Typ71 Cc DLO l } DLCO HEIGHT -HEIGHT-11318° 40' DLO WtDTH'X' =POOR WIDTH-1215418° a U (TYP•) p C F� F DLO WIDTH XV-DOOR H42! •DOOR WIDT15116° \XAC . X X INAC Q S�ELITE� i • DLO HEIMIlm HEffi -I6 V. •i• •i i••i i• WEDLOWID7IJ - MYg • �1.XX 41 r�✓r�,, ?3 R I 1.FOR AILS SEE SHEETS 8 THROUGH 10 • ••• • ••• • • -z 2.FOR HORVONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. • • • • • • • • • • Y:�+ c �;ml 3.SIDE LITES OVERLAP W AND'XX DOORS BY 314"WHEN ASSEMBLED TO MAKE'XO`'OX,'OXO"XXO'.'OXO'AND'OXXO'CONFIGURATIOA ,• i • 0,: •• • • • • • ':j z UJB 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). • •• • • • ••• i i 5.CLEAR OPENING FOR W AND'XX'DOORS AS FOLLOWS:(W DOORS-WIDTH-5.648) ('XX'DOOR o DOOR WIDTW-4.079) e•• • •• • • • %S f •...• •'''Q4` ••• • • • • ••• • • • • • • • • • • • • •• •• • ••• •• ••• •••• ••• •• • 4W4� /9f • one n. ul EXTERIOR INTERIOR P 10 1 2 60 se04 w 64 AT IEADI.IAW O 65 AT sI.urAMs •� � � CLEAR CSE LANT EXTERIOR IKfER10R t4J-{ 62 J 63 WE N z � � Q O n m4x /1 U MAX MAX MAX IDE ((��) ' y z DOM[x 0 HEIGHT DLO UTE t1E1C3NT HEIGHT ��y � � o ® w 1D 5; d 11f �I SL VIEW G-G � g � CORNER ASSEMBLY � 40 • '4N ••' ••e '•• •' i i ••' a:��u '�' q� •Zs. � 13 DOOR SECT.A-A SL SECT.B•-B VERTICAL VERTICAL " '.: .' •�• 14• . ••i �' ••• ••• ••• ••• pC��• ••• • • • • ••• s i - 4 49 - ----- MAX='WIDTH paptra6� 1 Bob ram i • Y eu O CL MAx o �°DLO Ve SECT.C-C �`DLO-, 31 ui 8 V_ 35 36 34 44 HORIZ. 46 45 5 �` 3z �— zo � e (� MAX.'X'WIDTH Z O U INTERIOR 811 l to N L- I—RAAX.� iJ- DLO X SECT.D-D 46 21 6 HORIZ. �''� EXTERIOR lu "- +— MAX.SL WIDTH---..{ JAMB ANCHOR SPACWG MAX.SL WIDTH----aj f I (SEE SHEETS Y,8 AND 9) u 62 � a 1 ••• •i • • i•i •• �� oN. �;. r° ND Dt O MA C SEE TABLES 1 A 2 AND DLO :H d NOTES ON SHEETS 16 2 ^r te o- 66 62SL SECT.E-E 62 FOR APPucAelLrry SL SECT.Pff• -� x ... r . �. HORIZ.(DOOR Wl SIDE LITE) HORIZ. SING SIdE 4.1T • •• • • • • ��o'•. • • • • Q • goo : •. • • • to • t � -- - 0WG 0 PGT# DESCRIPTION Dwe# IPGT# DESCRIPTION 1 Ime 60411 FRAME HEAD 60 =0 GMD SDEJWE HEADER aee•> twee 2 1010 WS1P.,Q LQN.180 X.375 HIGH 61 921D 8821 59)ELITE SILLcoft 3 7070 87070K BULB WEATHERSTR P.187 X.300 HIGH 62 916B 80369 SIDEWE JAMB �°+ .�eu 4 955 7955X F B T STRIKEPLATE 63 1155 7SM1PQA X 1.000 QUAD PN.SMS 5 830 7M 2 PT.LOCK 87RIKEPLATE 64 990 708 H GASKETS STOCKING�T7 m) 8 Jose 7MA FRAME HEAD STRIKI_PLATE BA PLATE 65 898 7999 SLL CASKETS TOCKING 07 7 7832X12FP)P X.500 PH.FLM -S.S.W/S OPE PATCH 68 W4A 61641M SIDELITE JAMB ADAPTER 8 70995 GASKET(BETWEEN THRESHQLD&FRAME JAMB 87 X 1.000 SHEET METAL SCREW 8 70988GASKET(BETWEEN HEAD&FRAME JAMB) 701 17126M SET MNG BLOCK 3132"X 114°X V W/PSA,85+/ DLRO. Q N 10 853 16 FUER ADAPTER 71 71267K SETTING BLOCK,1/16°X912°X V W1PSA,—85+1-6 DURO. � 11 1000 8M11000M OUTSWING THRESHOLD 72 4222A 64222 BEAD,711 i2 1870 879870 WSTP,.350 RD FO FILLY OT BURYi WI I 73 "a 8886 BEAD,318" t0 . r 13 11004A i9004M OUTSWING THRESHOLD CHANNEL COVER 74 7B 84087 BEAD, Ki M 14 91001A 1411001A CETAL SPACER.085 ONHOUSE INJE MO ) so K14 1W DURASEAL 10 SPACER 95 11002A 411002A ACETAL SPACER.095 &1,ECTION MQ 89 STP248 BULB,THIN ED IN EXTRUDED BEAD) 's tri >� 18 91003A 411003A CEiAL SPACER.140(8MSE POECTION MOLDED) 92 986 04M BEAD,DOERIOR 20 915D FRAME JAMB(OUTS1 6) 83 1224 STP247 BULB,MCK SED IN U ,65+/-1 „1 1 1010 8Q3� WSTP., 190 X. 5 HIGH SUCONE,ONt:,DOW OR 903 Q p 22am86806M jWWWCEMENT,1.0 W X2.760 X0 6 W,8061-T5 8b GLASS.3W LAMI-US"A,.W PVB,3198"HS LL 23 1140 78X112PSATS #8 X 1.500 PH SQ A TIS 96 CLASS.Wr LAMI-ifir HS,.90 PVS,311(r HS iE 0 24 1048 71048 JAMB SCREW COVER CAP 97 GLASS,7118"LAMI-3MU A,.90 PVB.3116'HS W 25 9304M172 P TE INSERT 98 GLASS.7118"LAMI-Via"HS-90 PVS,Via"HS p 1118 T10X34PfA 1710 X.750 PH.FL SMS 99 GLASS,12118 LAMI IG-3118°TP,914°AIRSPACE,118®HS, 90 PVB,3116"HS H 27 z 1 0 DOWPANEL,TOP&BOTTOM M C)w 31 9 8811 DOOR PANEL,SIDE RAS. OX )✓ z 32 917 7FRA40 HIME EMUSION AW-1 Z c �2 o 33 1178 I068FP WB 010X.825 PH.FL SM6 } en "1 LL 34 O13A i78M TRUSS CLAMP ten- . F 35 1930 8TR017E1 5110.1 THREADED D ON A 5/16-18 FLANGENUT `aw� 37 914A 8037 WEATHERSTRLP CHANNEL QUTSWNG THRESHOLD 38 68 X.75 PH.FL TEK oto 1 ca...et 3 CHANNEL COVER 38 70997 GASKET EEN PANEL hEADMILL&PANEL STILE G r�s.. 6063-T8 _r 40 1023 879240 WSTP.,.187X.250 HCH,FINSEAL 41 828 41720 SL93E BOLT ASSY.(8dAC1A/E PANEL ONLY) �'t' 4a 148—76XIVPAW WX.500 PH FL SMS TYPE BLS 43 212 7P303G SIU.DUST PLUG WACTWEP L) 1jq 44 8838 sm DOOR PANEL ASTRAGAL 9( ) - 45 OW 8884 DOOR PANEL ASTRAGAL 2( ) 46 1213 -- ftTP,1Q4.0N-MX 9m - - 47 828 74uSLOK LOCK SUPPORT ASSY. 1707 0,41MM • • • •- - - - - 1139 7 .750 PH.FL8 •�' • • • •• \\t\1111r/�l, 49 s F AY a PT v. 50 8R980F3 S 880 +'� • • • : • ••• • ��. •. 25� ••• •• •' i i ••' "'•�U1%u 51 41 STRIKE PL WSE CTIVE L 52 931 7FR PX -DE-AD-80—LT-9-ME lTe TUBE T6LZ. 53 1998 7 0X34PF 010 X.760 PH FL MS • ••• • ••• r'".T 54 857 70M H DLE*STRIKEP97Eoyd • ' i i i • ••• •'• , x g�Ua 55 9115 710X34PFA 0 X.750 PH FL 3 • • •• •' • '•' i i ••• • ••• ••• • • • • • • • • • • . • *00 • s i.75D --1.750- -1.750 coo QCT •24p 1.480 1.620 =".i - 4.728 WEATHER 4.126 4.726 W2 —.050 STRIP C14ANNEL ul 4100 .062— 4.675 &OW • 6063-TO 7 F—1,7, r 850---F 4.OMM 4.1 .062— 4.676 -0.376 4.100 1-— 1*1 1 0�0 DOOR FRA7125ME. -A26 u ifim I— tp Ww-TO L—f -A DOOR PANEL DOORPAM V TC)P a almom"L Simm D"PMEl- O-T 104 IN"IM ASIVAM& @) AsrwsaAL l*m (a U- Ms-T6 6063-T5 N63-T6 0 1.6m F" n 683 1. Qw t �--.172 0 X: 1- 7 1:, m I ON 1—t .693 Z a) 0 .OWIT TRUSS p 3W GLAZWO BEAD — 7118°GLAZING OM 3,000 1 1 FLLER HEAD ADAPTER 304 73 (72) 6003-TS M LL 6OWT6 6003-TS =) 100 A LL n74. X3 GLA23NO BEAD too 1.479 SLJAMB 1SOWTO 602 aw'm lilt pz rim: F- -F 1.272 1.479 L SAN .075— 6,212 050 086 � oda W-0 —,076 4. Am of; ,7n F11 ..079 .489 • • OUTSWING THRESHOLD SL HMER $L BILL =RP:: e, 41) 10, OD03-TO 0003-To •0: •:0 86 Ov • HEAD WAD HEAD HEAD �_ZONNE"GZONE*v ZONE"D"D" r_ZiCNNE"E F I ZONE lr--tZONNE°E" I �'bq8 tworadus Daft a I X=MINIMUM JAMS ANCHOR LOCATION, x "" xx z Oa XO OR OX "' —=ADDITIONAL JAMB cN LUN tg NQ ANCHOR LOCATION, EQUALLY SPACED AS �J REQUIRED PEP.TABLES S-a ON SHEET 9. t 1 sLL SILL 4— SILL -4 s'LL �® ZONE QD" ZONE°D° ZONE"E" ZONE Im ZONE"E" 0� U9 LL TABLE 3O,SHT.B SEE TABLE 4-SHT,8 SEE TABLE 5.SHT.a SEE TABLE BJ SHT.80 10 NERD HEAD � � �'" HEAD HEAD HEAD �� ZmE WAD ZONE — -HEAD HEAD Zt?A� ZONE HEAD HEAD ZONE EXAMPLE �00 ^$ ZONE°�" �ZOAIE^D•`#—z �^— , , HEW zc "F° ANCHORAGE SOLUTION Lu rl FORA CONCRETE uu c5bb- II�ITa4LE.paTB v o z �- f A.19"x @3 3i4"SIDE W'('E8°(3°AND rr � "E"ZONE ANCHORS MM w u TAi 7.SHEET 8. u_ O CC} O OR O t7 0 PLUS; oil T� ii S.1'1 314"x 83 3,r4"2%DOOR ZONE t I A "F"AWHORS FROM 1ABLE 4, i SHEET 8,EACH°P'ZONE fill . SEE ENCMED VALUES,SHEET 9 �95 s 8OLUTIOR 11.41 1 ii _ ( f II 'TOTALS(4)TYPE i OR 2 AWCHOM 14) S � ZONE F-q/q/.,�q� �ZONE4 �z�i— ~--$- —�ZON i_ TYNE 1 OR 2 ANCHORS AT( •. 83 L 89 L $lIJ. SILL SILL XOidE" ZONE IV ZINC°F" _ xQNE"F" A - - Sm 7r�E�,3 SEE YA8LE7..Sa9i.� SI:ETABLE7. iC80 • : Alf '�7 Std• ��ttrrtrrrr EX6MP9 E CC FOR A T'ET3t4t'x"24 3 • • CFK1R LOGATIOP! +At(H[ 19"_u 83 31c SINE LI TES( aolu 2 fAT., n• i i•i FLE ABOVE ��r�•• /+L as ;VOTES: •• � �" r�,�� ROVED ANCHOR TYPES ARE: 9.114"ELCO TAACONS (4"EM 334 CRETE-F6 EX VAS"'ANCHO-FtS S.f12 SCRIWIS d2.WHOROLIANTMESARERASED O MIN.O. . ABOVE, ?, �++ 2 � c yOi:t7 .lAI8B3(Apl):13114"IMA)L FROM CORNERS AND 23 9W MAX O.+;, � • • • � ••� •• • 9- � �, HEAD A SILL OF DOOM:61 MAX.FROM CORNERS,9"MAX FROM ASTRAGAL CENTE OS AM 2D Wr MAX,O.C. • • • ._• • • • yb aa. HEAD e�38.L tN=383E L(T'FS:6"fWAX.FFA CCRNl3I2S ANC1 aA 314"t14N(.O.C. ----,:--.,- -��F�i�"�""s-i=• • • • • i'S' ' -- <=E{ATO THE TE TABLES ON SHEET®•• • •• � ••• ••• �i��`,�K.......... "� • • • • • ••• • • TABLE X 1 TABLE 44gpCORS_ TABLE 6.0 SIDE LITE TABLE IL XCa&®X TABLE 7.Qom,X=OXX APPROVEp ANCHOR TYPES. (ALSO XOR OF XO&Ox J & XX® 1.it4'ELCO TAPCONS', a. . d. GLASS TYPE A, .C.q E JABS TYPE R .C.LZ E GLASS TYPE A,B.C.D.E CLASS TYPES A,6,C,D E GLASS TY A,B.C.O,E ' b ANCHOR2.1L4"ELCO SS4 CRETE+UD( ANCI-ION TYPE ANCHOR TYPE- ANCHOR TYPE& 2.1/4"f- SUBSTRATE 2 3 WOOD 1,2(OPS 8 pA 2 S WOOD 1 CONIC 8 St18STRATE z3, 12 C g SUBSTRA� 2.3.WOOD 1,^�CONIC &B 23,MOOD 12 C�7C MASONRY ANCHORS ^ • 7 DOOR WIDDA LOAD ZONES OOORtk51TH8 LOAD ZONES ViLP" IOADZOttEB LOAD DOORt�T1iS LOADtQtOs OffitmeteHBe - °X. 'IC'-25 3.#12 SCREWS(t35) 10. 'M-47. "O'-10.7 TO 37 TO 71. TO 36.7 TO 37. TO 37 �` S` 4.ENCIRCLED ANCHOR in to QUANTITIES IN TABLES 4 (V 111 J 3at. j MLD 7 PERTAIN TO THE w a < < TOEXAM717 a w az # SOLUTION ON SHEET& to vom x Hr. X X It X ' ~ WIDTH x LT, WK)TH x HT. O O O vim x HT. ei d ' O x WAM x arc. O O >i O x 26.60x79.7 5 2 7 4 2 3 47.75 x79.71 4 3 6 4 2 3 10.75 x 79.7 4 1 4 1 10.76 x 79.7 4 2 4 2 10.75 x 79,7 4 2 4 2 p 837 5 2 7 4 2 3 �7 b 4 7 4 2 3 83. a 1 4 9 83, 4 2 4 2 83.7 4 2 4 2 pr g 07.7 b 2 7 4 2 3 87.7 6 4 7 4 2 3 07, 4 1 4 1 87.7 4 2 L� 4 2 0 a7. 4 2 4 2 i11 91, b 2 7 4 2 3 91.7 5 4 7 4 2 3 91. 4 1 4 1 91. 4 2 }$� 4 2 $ 91,7 4 2 4 2 �6 98 7 6 2 7 4 2 3 96 $ 4 7 4 2 3 4 1 4 1 95. 4 2 4 2 1 95.7 4 2 4 2 N 0 27AO x 79.7 6 2 7 1412 3 $1.76 x79. 5 4 7 4 2 3 12.75 x 79. 4 2 4 2 92 76x79. 4 2 4 2 12.75 x 79. 4 2 4 2 LL 83.7 b 2 7 4 2 3 83, 6 4 7 4 2 3 83.7 4 2 4 2 83. 4 2 '4 4 2 83.7 4 2 87.7 6 2 7 4 2 3 87.7 b 4 7 4 2 3 87.7 4 2 4 2 1377 4 2 4 2 87. 4 28 2 7 4 26 91.7 5 4 7 4 2 3 91. 4 2 4 2 01.7 4 2 4 2 F 91. 4 2[42 Q !� A 95.7 8 2 7 4 2 6 95.7 6 4 7 g 2950 .7 2 8 4 2 Sfi.7b x T9l 5 4 7 4 2 3 19.00 x 79.71 4 2 4 2 19.00 x78 7 4 3 Q 4 2 19.00x78. 4 3 V 83.7 S 2 8 4 2 3 83.7 6 4 7 4 2 3 83 7b 4 2 4 2 83.7 4 3 4 2 83.7 4 3 4 2 ®Y Z 87.7 6 2 8 4 2 6 87.7 6 4 7 4 2 3 87.78 4 2 4 2 87.7 4 3 4 2 87. 4 3 4 2 Z O 013 6 2 8 4 2 5 91.7 8 4 7 4 3 5 91.75 4 2 4 2 91.7 4 3 4 2 91. 4 3 x 4 2 x a.to ® LL o 96 7 6 2 8 4 2 5 95.7 6 4 8 4 3 fi eb.7 4 2 4 2 95 7 4 3 4 2 88 4 3 4 2 31.50x787 5 2 8 4 2 3 69.75 x 79. 6 5 8 4 2 3 21.76 x 79.7 4 2 4 2 21.78 x78.7 4 3 4 2 21.76 x79. 4 3 4 2 N Z p 837 6 2 8 4 2 5 83.7 S S 8 4 2 3 !xi 4 2 4 2 83.7 4 3 4 2 83. 4 3 Q 4 2 87.7 8 2 8 4 2 5 87. 6 5 8 4 3 b 87.7 4 2 4 2 87.7 4 3 4 2 87.i 4 3 4 2 91,7 8 2 8 4 2 6 91. 8 5 8 4 3 b 91. 5 2 4 2 91.7 S 3 .e 4 2 91. 8 3 4 2 8 967 7 2 10 4 2 8 �. 6 5 8 4 3 8 95.7 5 2 4 2 95.7 5 3 It 85. 8 3 e7 4 2 '4 33,60 x79.7 8 3 6 4' 3 3 63.76 x 79.71 5 5 8 4 2 3 27.7-5x79.7 6 2 4 2 27,75 x 79.7 5 3 4 2 27.78 x79.7 b 3 4 2 837 8 3 8 4 3 5 88. 8 5 8 4 T36 83.7 6 2 4 2 83.7 5 3 4 2 &i,7 b 3 a. 4 2 F 87.7 6 3 8 4 3 8 87. 6 5 8 4 87.7 5 2 4 2 $7.7 5 3 4 2 $7.7 b 3 4 2 fi 81, 7 3 10 4 3 5 91, 8 5 8 4 81.7 6 2 4 2 91.7 0 3 4 3 91.7 6 3 4 3O5. 7 3 10 4 3 5 95 7 6 10 4 95• 6 2 4 2 95.7 6 3 4 3 96. $ 3 4 3 0 _8 8 4 3 8 36.13 x?8.7 8 3 4 3 38.13 x 79. 8 4 �' 4 3 38.13 x 79. 6 4 4 3 83. 6 3 $ 4 3 5 03.75 8 6 8 4T3-T-5 83,7 8 9 4 07.76 8 5 8 4 3 b 07.78 7 3 4 3 87.7 7 5 4 3 07, 7 5 ••• \�tilltttLiLltYY 91.7 71 3 10 4 3 6 91.75 7 8 10 4 3 6 91.7 7 3 4 3 91.7 7 5 4 3 • 81. T 4 3 • �� c .... , 7 3 10 4 3 6 957 7 6 90 4 3 5 95 7 3 4 3 06.7 7 8 4 3 ••• 7 3 •• :`�`�Q •' 37 x 79. 8 3 8 4 3 6 71.70 x79.7 8 6 8 4 36.7$x 79.7 6 3 4 3 30 7b x 79.7 8 4 4 3 38 76 X 79. 6 4 4 3 •• �, 2� 83. 6 3 8 4 3 6 83.7 B b 9 4 3 6 83.7 8 3 4 3 &i. 8 4 4 3 83. 6 4 4 3 z. &;d i 87.7 7 3 10 4 3 5 87,71,8 8 8 4 3 8 87. 7 3 4 3 87. 7 6 4 3 • • �. 7 y 3 a • • �>i �°'O c a 91,7 7 3 1p 4 3 5 91.75 7 8 10 4 3 6 91. 7 3 4 3 99. 7 5 4 3 •91. 7 5 4 3 • • • 712'•.' ,i�Gj efi7 7 3 10 4 3 6 95. 71 8 10 4 3 6 9b 7 3 4 3 95. 7 8 4 3 • • 5. 7 4 3 •• %,�^L,''•. t�, , R 2X WOOD L,.1 3W 13/4 2X WOOD K - 1— 1314 13M"MIN.E.D. - f IN E D.INsUCK NOTE z 3 a KSI MW.CONE A °— — BUCK,NOTE 2 4 KSI MIN.CONC. , , T �;. '^� 9X WOOD BUCK NOTE 2 i- ,, .o 1X WOOD '» • :• : 13ArTYPE �.•..• .•e' t 318"TYPE 1 4P tleo 93/8° BUCK NOTE 2 ".', 1314'TYPE 2 \ - °T ;. ------ TYPE 2 MIN. ~�. -- '— �' 1 a a — — T i —lwMAx- 114"MAX. —114'MAX. 114'MAX SHIM EXTWOM . SHIRR SHIM SHIRR ANCHOR CONC. EXT. WOOD EXT. CHIC. EXT. ANCHOR, _ ANCHOR ANCHOR, cV LLI — TYPE 2 OR 3, NOTE 9 NOTE 1 TYPE 2 OR 3, N d I^ DOOR HEAD(WOOD) DOOR HEAD CONC 1 114'TYPE t OR 2(CM ) NOTE 1 (CONC) 1 318"TYPE 1(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) �- 1318° Ira°MAX 1 We TYPE 2(COW) ; " % 114"MAX.SHIM MIN. MAX 114'MAX.SHIM 114'MAX SHIM 9 g%48"TYPE I(ANG) ) �i g --t: —t 314'MN.E.D. 1 318"MIN. °s±`.» 1314°TYPE 2(CONC) HLU r WOOD . CONC. .'' 1314' - `• MIN.E.D. -I ANCHOR +„'` ANCHOR, .•:+`Dw 4JJ ON CONC ww NOTE 1 ST ANCHOR s;;,;fit '! ::!. 1.5 KSI Mw.CMU OR fn CENTERS. ON t •d c WOOD — TYPE AGtRED ANCHOR. :�`. 3.4 KSI MIN.CONC. a� 20R3, d.a.4•:: ::-:.•{.•13/a°MIN.E.D. ®W o ENTTERS ” •:t 314'MUV E.D TYPE O NOTE i t20R3, $' t-- a O v? ,,.�,: EXT. `s: O ¢" a BUCK,NOTE 2 — NOTE 2 L1.0 .4 KSI MRN.CONC.UOU UK Bl1CK NOTE 2 1X WO00 BUCK NOTE 2 EXT. x 0 U DOOR JAMB(WOOD) DOOR JAMB(CONC) ,9IDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) U: z -- --� _____ WOOD ANCHOR TYPE 2 CONC.ANCHOR, jkMTFi NOTE 1 ® U. � -WOOD ANCHOR,TYPE 2 OR 3 CONC.ANCHOR,NOTE 11X WOOD ) , EXT. CK NOTE 2EXT 1"N 1:3 L NOTE 3 (' F�(1' SHIM �1/41 MAX. H 114'MAX L!J SHIM -� SHIM 1318'TYPEa314°TYPE2 .wh.'Fa;ia• i.,�-1„.3r8°TYPE 1 �. k ^ ' 3.4KSI MIN. ter: •",;i :13WTYPE2 4' 1314° / 2X WOOD BUCK NOTE 2 8d.E.D. 3.a KSI MIN.CONC. 2X WOOD BUCK NOTE 2 CONC. ?131+1 +.1 DOOR SILL(WOOD) DOOR SILL(CONC) SIDE LITE SILL(WOOD) MMI.E.D. � � SIDE LITE SILL(CONC) N �— — CONCRETE INSTALLATIONS IN MIAMWADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED LCO 1k1'TAPCONS 13418EOI1EO 1x308° 1 O� 1�5�4•� ••• `+++t t t+i i r 1 CRETE-FLEX EMBEDDED 1314'MIN.(TYPE 4 THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1314'. FOR 1�QOD{P1T�Tr t LA•ft•QN�U8E • i • �`�� {c �j1'��, S SEE 3)OR ELC01r4'SSa CRE EX CHOR3 DDED t 318° 2 � P i- '.�•,^�••o A•nvc•• �* q �!/�., H ®2.WOOD BUCKS DEPICTED AS�ff 7CREGE 1 1!2"IHIICK 1x WOOD BUCKS ARE OPTtONAt lF UNIT IS iNST LEO Y T id COIdOIiE t'E OR+OMU. Y iP• 'a DEPICTED AS 2x ARE 1 1P2°THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED o'� AUTHORITY HAVING JURISDICTION(AHJ) 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NONSHRINK,NON-METALLIC GROUT(3408 PSI II",(SNE BY OTHERS) " o MUST FIN Ly SUPPORT THE ENTIRE LENGTH OF THE SILTHAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD T0S1JpSTRATE. IF S11 TfiA iB ••• ••• >y'•.� `` ° WOOD,3W FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTI-IftV HA.PING JUM SD•ICTION. • ••• • • ��Oti�'.. ��: ••. . 000 so*00 0 . I � MIAMI DADS COUNTY ® Inas PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC IMOURCES ) 1805 SW 26 Savet,Room 209 -BOARDAND CODE ADMINMTRATION DMSION T(786 315-2590 F(796)315-2599 NOTICE OF ACCEPTANCE (NOA) apyvw.miamniclwae�gav!®conoa�y 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 cm4diction.••••• materials. The documentation submitted has been reviewed and accepted by M° 6 Dfide CgterlyRER - Product Control Section to be used in Miami Dade County and other where ed by thtr Atathorityb•..% Laving Jurisdiction(AHJ). ..000 . This NOA shall not be valid atter the expiration date stated below. Thea Mr de Coad troduct -• Control Section(In Miami—Dade County)and/or the AHJ{in areas other than Mi a Coula ilreservd .. the right to have this product or material tested for quality assurance u • � p cl tY purposes, ��roduC�p�t�ateriaa�..... fails to perform in the accepted.manner,the manufacturer will incur the expense otslesting and the AHI***:* • may immediately revoke, modify, or suspend the use of such.product or material'within their�j::igdictior..... RER reserves the right to revoke this acceptance,if it is determined by Miami D qty Product tonW Section that this product or material fails to meet the requirements of the applicable U(fing co^:;•; :0690: This product is approved as described herein, and has been designed to comply with the Flodaa Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series IIPW-701/720/82011 Aluminum Fixed Window-L. APPROVAL DOCUMENT: Drawing No. MD-720-820.1,titled`Tixed Window Installation Guidelines", sheets 1 through 10 of 10,dated 04/12/13,with revision A dated 07102/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami Dade County Product'Control Section Revision stamp with the Notice of Acceptance number and expiration date by the '-Dade County Product i Control Section. MISSILE IMPACT DATING:Large and Small Nam&Impact Resistant LABELING. Each await shall bear a permanent label with the manufacturer'sne or logo, city, ate, 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 b1OA 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 because for termination and removal f NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-T3ace 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.- INSIPECTION: A copy of this entire NOA shail be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0502.03 and consists of this page I and evidence E-1 and&2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.1"5?. M Expiration Date: February 19,2019 77 1�,° Approval Date. July 092015 Page 1 PGT Industries NOTICE DF ACCEPTANCEa E3MENCE MMI TED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A. dated 07/02/15, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,F.E. •••.. B. TESTS ...... '..•.• '• 1. Test reports on: 1)Air Infiltration Test,per FEC,TAS 202-9� ..0:0 •••••• 2)Uniform Static Air Pressure Test,Loading WPFBC,TAS 202-94 ;•••• 3)Water Resistance Test,per FEC,TAS 202-94••• •• ..... 4)Large Missile Impact Test per FBC,TAS 101:.1 ...... 5)Cyclic Wind Pressure Loading per FBC;TAS.203-94 . 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS•202-94 along with marked-up drawings and installation diagram of wWwajnum vxpu 0 • window,prepared.by Fenestration Testing Laboratory,Inc.,T ldfRa�oxt 1-id. �•� i•• 1&TL-7212,dated 03/21/13,signed and sealed by Marlin D.Brinson,P.E. " (Submitted undier,previous NOA No. 13-0502.03) i . 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202 94 4)Large Missile Impact Test per FBC,TAS 001-94 5)Cyclic Wind Pressure Loading per FBC,TA� 203-94 along with marked—up drawings and installation diagram of a� aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-3835 and FTL-3850,.dated 07/19/03 and 07/31/03 respectively,all signed and sealed by Joseph C.Chan,P.E. (Submitted under NON No. 031105 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,cornp�ying with FBC-5th Edition (2014),dated 05/20/15,prepared by manufacturer,signed and sealed by _ Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources ). Manu Per V'rodne¢Control:a �er NBCA No. 15-0528.26 Expiratio Date: February 19,2019 Ap roval Date: July 09 2015 E-t PGT Industries NQT ICE OF ACCEPTANCE: EVIT1EliTCE SIJ E. MATERIAL CERTMCATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butaciteg PVl3 Glass Interlayer"dated 04/25/15,exong on 12/11016. 2m Notice of Acceptance No. 14-0916.11 issued to Kuraray Amej ica,Inc.for their "Kuraray SentryClasO(Clear and mate)Glaas Interlayr ."dated 06/2SIU, expiring on 07/04/18. 0'0 0000.' •000.0 3. TREMCO Tart No.TR-14271F,EPDM exterior glazing gaslce�jgr, lying fitfthe •. followingo •••••• 0000.. a) ASTM 0864 Specification for Dense Elastomeric Compres;iea deal flaw'ets ;:-Go*: Setting Blocks,and Spacers with Option H exceptions. • i ••' •...• b} ASTM D412 Standard Test Methods for Vulcanized Rub ?ad•'I'heruat4�lagtic •• •.' Elastomers—Tension of 1600 PSI. *ago00 c) ASTM D3 95D'fest Methods for Rubber Property—Cotnpkssfol Set for%HRS '. 158°F. ••� 0000.. 0000.. d) ASTM D 624 Test Method for Tear Strerngth.of Convention Vul ` fibber'•": and Thermoplastic Elastomers of 143 lb/in. ' F. STATEMENTS 1. Statement letter of conformance, complying with 1BC-5'1 motion (2014), dated.May 20,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTI,-7212, dated 03/21/13, signed and sealed by Marlin D.]Brinson,P.E. (Submitted under previous NOA No. 13-05OZ03) 4. Laboratory compliance letter for Test Reports No. FTI.-3835 and -3854, dated 07/18/03 and 07/31/03 respectively,all signed and sealed by Joseph C.Chan,P.E. (Submitter)under NOANo. 03-1105.01) C. OTHERS 1. Notice of Acceptance No. 13-0502.03,issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window–L.M.I."appro-red on 07/18/13 and expiring on 02/19/19. OR A men aae Por P odaot Con't'rol ami or NSA No.15 .26. Mpnratnon Date: February 19,2019 Approval Date., July 09 2015 l�-2 GENERAL NOTES:SERIES 720/820 DESIGN PRESSURE RAT RAPACP RATING IMPACT-RESISTANT FIXED WINDOW VARIES, RATED FOR LARGE 8 SttNui 1)THIS PRODUCT NAS BEEN DESIGNED a TESTED TO SEE SHEETS 2�I MI$BII.E SACT RESISTANCE COMPLY WITH THEREOUIREMENTS OF THE FLORIDA 4r T9°-TO-TIP YYIDTH BUILDING CODE,BNCLUDNNG THE HIGH VELOCITY 4T BUCK W{D7Ti 8'BUCK WN7H 48°BUCK VNIDTFI xuRRICAaE aorNE t►m4 z) 2)SHUTTEM ARE WT REQUIRED WHEN USED IN 44-V4•VISIBLE 4S•IW VIME 46•1t4•vi6lBLE WIND-SORNE DESKS REGIONS,FOR INSULATED GLASS uG��TM LIGHT WIDTH LIGHT WIM..�I ��.11TCPR8kbdo INSTALLATIONS ABOVE W IN THE HVHZ THE OUTBOARD --� r MAX. --.i r MAX. F.MEET 8 t � r Bad��R��a LITE(CAP)MUST TEMPERED. B SHEET 8 .SHEET T H 8HE1 1 9 1 Ash No .%q Doe3)FOR MASONRY APPLICATIONS IN 1•A&DATEGCIUNTY. @ � -- -- j-- I L - g " USE ONLY MIAMWMOE COUNTY APPROVED MASONRY 1 I BY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS p P ccM WERE SWTINERN PINE,ASTM COD CONCRETE MASONRY ^€. A I A � C ( C E.SHEET a I E.SHEET B UNITS AND C.ONCREEWtTHMIN.KSI PMANCHOR TYPE, SHEET SHEETS SHEETUFl T? Q,SMEET0 Q 9 Q E CDN U 4)ALL WOOD BUC.M LESS THAN I-Me THICK ARE TO HE 1 i �j BUCK 1or HEIGHT L BUCK _ A 7 15 CONSIDERED 1X845TALLAUMS.IXWOWWCKSAREL -- —_ LvHEK#{T --_�_--� 93u4•OPTIONAL ff UNIT19 TW AS 2X DIRECTLY H SUBSTRATE. 9S03L WOW Bl1CK3 DEPK:TED AS 2XARE 1-9l2.71-ICK OR 92°MAX. VIE�LE 92•MAX. 1�-114° 1Liam (L2EATER 9X Al�2X BUCKS(iPR1EN U8BD)SHALL BE O.C. LIGlNT O.C. VLStBLE 8•MAX.DESIGNED TO PROPERLY TRANSFER LOADS TO TFfE HEIGHTLIGHT O.C. HEIGHT STRUCTURE.WOOD BUCK DESIGN AND B�TALLATI�IS sS• 1NEWT 9B°THE RESPONSIBBIrY OF THE EN�dEER.(EOR)OR T93 TOBi1CK `� marAAgBTECTOFRWORD,(AOR) Thr HEIGHT6)ANCHOR EMSEI AIT TO BASE MATERIAL SHALL BE BEYOND WALL o$MSWGOR STUCCO.USEANCHORSOFHEK;t{TSUFFICIENT EmSED MT.NARROW JOINT SEALANT IS USED ®ON ALL FOUR CORNERS OF TIE FRAME.I NSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SFAL9NG1AAStBNO BTRATEGYFOR WATER RESISTANCE OF Ir MAX,O.O, IV T L� -D- H 92°MAX.O.C. L_F.SHEFTOj zz +� ALLATiON b'NALL BE DONE BY CTTHER$AND i8 BEYf 1 MAXSHEET 8 T 7 2°MAX H.SHE-ET 6 g _ SCOPE OF TfESE INSTIRUCTKN� S IVAX.O.C. {djf FLANGED FRAME 7YP.EQUAL-LEO FRAME TYP.FIN FRAME ELEVATION 6)MAX 114`SHIMS ARE REQUIRED ATEACH ANCHOR TLP. LOCATION WERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED NIT), � F � SUBSTRATE.USE SHMS CAPABLE OF TRANSFERRING _ +4; APPLIED LOADS.WOW BUCKS.BY OTHERS.MUST BE O SUFFICIENTLY AN"REO TO RESIST LOADS IMPOSED ON FIG 1: THEM BY THE WINDOW. 12.0. SHAPES AS SHOWN BELOW S BIS,MAY 8E USED BY INSCRIBING THE THE 3L S O IN A SHEETS 2- GUIDE TO SHEETS. MAX. AND�1'AINOKO DESIGN PRESSURES FOR THAT BLOCK 812E FROM YFE TASLE3�3HliET82.6. ?)DESIGN PRESM;MS: GENERAL NOTES.........„.«....._».1 d ANCHOR SPACING TO BE V MAX.FROM CORNERS AND 420.C.MAX FOR ALL CURVED FRAME A.NEGATIVE DESIGN LOADS BASED ON STRUGTURALACYCLE ELEVATIONS_--------.... 9 J � WIEMSERS.SEE FIGURE 1,THIS MST. 4Z TEST PRESSURE FRAME ANALYSIS AND MASS PER ASTM GLAZING DETAILS__...._...2.6 E1300 & DESIGN PRESSURES..».».....°...2-6 IrO.0 F-WIDTH -4gm B.POSTIVEOES MLOADSMIDONWATERTEST INSTALLATION,FIANGE_._......8 MAIL Imo+ --Wb7H - i �Ell WIDTH� h� WiDTFr-a l � PRESS $TRWTURAtJCYCLE THAT PR88SURE.FRAME INSTALLATM,EQUAL LEG.._..T r^ f1 ANALYSIS AND GLASS PER ASTM E1�. INSTALLATION,WT.FIN A........,8 I ItNSTALLATI K INT.FINB....,._.9 �8)THEANCHORMEMETHOOSSHOWNHAWBEEN CORNER ASSEMBLY...w.......40DFSWM TO RESIST THE WWDLOADS CORRHBPOLtDING EXORtISHON PROFu ES...__..1G r1jI ITO THE REQUIRED DESIGN PRESSURE.THE S3.1P6%STRE S PARTS UST.»......«......._.........»..10 L LJL L J 1J--,G MAX INCREASE 14AS NOT BEEN USED UN Ti1E DEStCLJ OF?ITIS 111 t 111 t tAIOTUi--••'UI••)+ TLI I I" WIDTH-'{ h. WIQTH 11 rl Pte.TLIE 18 LOAD DURATION FACTOR WAS USED FOR F"-'—"' � _-- tr ...... EVAL ANCHORS THAT 7A�E4� -- `�` _` -inP. . q@1Y tYIVN 1.. COW INTOCONV=NTHOTHERDISSV ARMAYER1" TIP • • �, 'r' �i Deso�I4n > •• � '�$HALL MEETTHEREOUI EMENTSOFTEFLORA PS SULOI G,CODE RNR COON RESISTANCE. 1 4 IIN+d 8'An•. PVB-stir 2 9r• 9)REFERENGIES:TEST REPORTS FTL-3836,3110 a 7292 2 ` L J L J ELCOULTRACONNOA;ELOOCRETEFWXNOAW�IAF&PA 3 a fsrnLlG T-711 AIr-81 GNB- 9 L �v ^ MSFORWOODCDNSTRLIGYMANDAL UMMUMDESIGN A 4 1. wLaw' 1tT T-7!rAtr-3r1 f4S• PVB-3t Fffi) I.. WIDTH--I I° WIDTH-�•-1 i MANUAL 7 18•An-. SG- An ® �'--yYlpyti' ��- Fir-�� — —l �"WIDTH+I 7Q TAI 8� : 'J" 7tWLNN 16•Iib-.wr$Q-its° 4 _ • • • • I ——`- C OF rtl. Ell 9. L�(31 T-7118'°At- An•. -3118° 8 • • �5� • �10)THE720 SESRIES USES A PVB MRTsU.AYF.R THE 820 • •• i '.8ERIESUUSANSOMTEMAYER.THIMANd8208MWO 1• IR T r Ak-9r , - 6 • •• I • •�• • • • •f '.YONAI.��G . MAY ALSO BE REFERRED AS THE 701 SERIHO ®°SG•_°KURARAYSENTRYtt��SS WTERLAYEW BY KURARAY AMERICA.INC •• • �• • 1 • • I O1�I!I t S 1 s I�°� °NVB°.JIUlRMWB'rt-Rf TE®PV8INTERLAYER°BYKURMAYAMERICA,INC. i 1 • A.LYRA!MILLERP.E. L PEm e8TP8 TABLE 2 Window Design Pmme e(4 .pat)Tor Bass Type 1 � L4ap7118'LAMINATED �� . 80 84 8s a go to 84 1 GLASS STACK � �y 30 o O M•80 *140 7 41-OD +1.110 4/•88 *1a H•80 a 80 +140 +140 a N.80 +140 *140 0 + *1 N-6(1 N-69 .890'PYBI4TERLAYER 34 0-60 +J N +1w aw --IW- +1.80 N-60 N a- .8 «1.79.4 3118'HEAT STRENGTHENS GLA88 +t r Was N +7-60 N- .7 0-77. +1.76.1 N-T3 +F 1 ?ROD=REVISED 7'9 + +1.88 +1-0 +1.80 43W N-78.1 M-76.2 M- .1703 a 3 3Ji6'ANNERLH) 4S �! mcmplpine,wMfh Vbdda +1.80 +1.80 .1.79.8 a-17 43 N N-07. + 9 e(.83.4 +1-M Q 4 i Adm 42. +/Gb +140 +140 +1. .4 +1.4. 0•Tt. +1-68.2 +1$4.7 +141.6 +1-89.8 +i 2 At h*" 44 +1.430 +1 +t• 9 - 4 4.72.1 +1.8&9 N456 N422 N.'97 .5 USEDATCLA2VED 0 0� a-77.2 H73.8 M-7Q1 N 8 *143.5 *14 AM 29 6' _ r^ +•.f- LONG S9 BY +140 0-78.3 0.78.8 N•71.9 +1.86.3 +1-64. N 1. +( 2 11-718'O.O.MAX. GLASS�T prp4ned +F80 0.77.6 0.74.9 +1.70. 048. 0431 +I .7 1tiq J 5924 rf i 0-MG N *1 +1 1 0-8 SHORT N-7 A +03.8 070.8 *147.3 +14M6 <NO G ANGi l? S S +1-6B a•72 Nffi8 +J40- R 13 SIDE A �:07 00 7 20 +1 46 1 N-712 rJ .1 G).rass Tve 9 M44 *1-45.8 / }�-- LONG SIDE •-- ^{ t/ T Q i7 SHORT 1)--��ttxC D8dEN5KM SHOWN.FOR FLANGED WINDOWS,SUBTRACT I'FROM THE TIP-TO-TIP DltatON TO D�THE BUCK 099ENSN3N. 9�E P� 2)FOR SIZES NOT SHOWN.ROUND USP TO THE NEXT AVAILABLE SHORT OR LOW DWEf�N. dd s)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE NOW THE OVERALL DdMB�I r^ONS COMPLETELY FIT MM � e TABLE DMENSIONS MAY BE .01 ORIENTED VE6TT�ALLY OR C7 iL IL z HORIZONTALLY AS SHOWN. Z us t�IuuU XN r A TABLE 3: Window Design Presaum Pl-,psi)for Glass Type 3 Z a z m a 84 02 918 Mo 104 t-9M8'NOPA GLASS STACK EO � N +f•80 +! +140 0 t! 0.80 +1.80 + N GLASS STACK QLASS STACK 4 +1 040 44 040 M +1 *17 +1.80 +1.80 0 � 3181HEAT _I SHORTimm --4W.-00 a *1 M +180 tJ t 040 +! STRENGTHENED GLASS "1 t! H•7� N + +/ N. 41.60' N40 +1.80 3M8"TE{NPE-RED GLASS S8>E P M +1-611 +40 +1.80 N79. +f•7&4 +. �3Mi"ANWALEDGLASS � Z 40 +1.80 N N N +1 +140 073 +l- .9 +( 7M 8'AIR SPACE .l py3 42 M-40 N r1 +140 r14 --*TW- .1411 N-6d + .9 11 114TERLAYERR 4140 +IN +i. +1 _ +1-74.1 +140.3 46T.5 41$3 48 0 0 + +l +1• 4 +1.7. 0 .9 043.1 8 _._I. LONG (, -40 +140 N 4-112 +1• s +J 6 +! USED AT CLAD SIDE L�j l to *140 0 *1• 4 N. +.L3 + .6 FRAME MEMBERS ONLY 28 f�CS wa +/.W- rl 0- a @99.7M'O.C.9NUL. GLASSBITE at 040 +! at a/09 + • •i • • ••• i i ••• SIDE 0• 8 *174 «� M •� � •• • • • • • � '�" "yp� i • • • ••• • 7�: No.58705 =_ 1)mm Dfi+Igmsm til.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO•T0a DIMEt4SNON TO DETEMM THE BUCK DMN6tON. '. 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXTAVAILABL.E SHORT OR LONG DIMENSM. ST tTE 74 3)FOR ARCHITECTURAL WINDOWS,FILO THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT W1TI184. go 00 • • • • ••• • • �oJJ�nldAt.f ,� •• • • •• • • • • ••• • •• • 000 • • 0.0 LYNN MILLER.M • •• • A P.I:.8MM ••• • • • • or • • • •• •• • • • •• •• ••• • • • ••• • • e TABLE 4' dW1do1Y Deelp Pressum 4+h Pgfl for Class Types 2 B a Lem a 61-ft 1 2 is 80 1 84 1 60 92 so tW 1 1104 101142 1 112 116 1120 1 124 12S 1 132 136 140 --144 +/AO1 + +t80 0410 41.80 -IV 41A0 +Ia N +1A0 H 41A0 NAB 41 +1.88 0. +44.88 N +1 A +4.80 N HA +/ 32 +180 +tom +180 41 N 34 N +1N$D N NAO +( +AO N NA0 .1 N 41A8 41 HAQ NAD + PRODUCTRHYISM 3B 41AD +4.80 +lAO a H a1A0 4180 + a/ N NAO NAO 41 -c+aD1Yb8 vymdw B10lZda 38 41A0 NAO +_14W_ N N +i +l + +/80 N H•� N +l• Bwwi =Ab 40 +l NAD N *IW- N +to +1.80 41.80 41 +1.80 NAD 021- 4.811 Day + +1 NAD HAD +l 41 +4.80 +/A0 +I-SD +1 +Pw 44 +l +1A0 NA6 41.80 41 +AO N N +7 +.� BY 8 H N N•� 41A0 +IAO +1 +l .440 +.S} A4 48 + H +AO +1 41A0 41 -4-89 a No ACv +! +140 N + NAO a/AO N AO +l• N .1 +1 .1 a D 7 1S S4 + N N 8 + + N + 3 +1 N_Tw_— — i t-- q 41 '� Q N a BUCK DMEMS SKIM.FOR FLANGED ONDOWS.SUBTRACT r FROM THE TIP-TO-TIP DIMENSION TO DETERWE THE SICK ONIENSKML. CY r 2)FOR%MSNOT SHOWN,ROUND TO THE NEXT AVAILABLE SHORT OR LONG DISIENS�1. O N s9 o 3)FOR ARCMTECTURAL WINDOWS• ND THE SMALLEST WWDOW 812E IN THE TABLE ABOVE WHICH THE OVERALL DIMENSUMCOMPLETELY FIT WITHIN pQQQte W zu ' L 1.1M8"NO1d. TABLE D1A8EO SHM MAY BE o 7 GLASS STAG OPJENTED VERTICALLY ORI j O O Z N a 7M6°LAMINATED -- �- 7QLAS8 � HORIZONTALLY AS SHOWNSTACK I . r 2 Q.Z v a GLASS STACK 3MS'HEAT STRENGTHENED GLASS LONG M .08ll FAT INTERLAYER RED GLASS 3/18'HEAT STRENGTHENED GLASS �..g— LONG SIDE �' SIDE }- t- 31W HEAT STRENGTHENED GLASS STfO Nt1THE1�0 GLASS 7H8'AIR SPACE .oW PVS INTERLAYER �-- a4S A 111 6 111 SLIDE USEDAT CURD USED AT Cly SIDE FRAME MEQ ONLY 20 818° FRAME N�tlRS ONLY 618° - SHORT (Q 19-7�O.C.A9AX GLASSEM 11-7f°O.C.MAX. GLASS SITE 13 f'3 L tELI �e— LONG SIDE —•�� ii 00 Zp 93 22 21 13 rm C31 ASw TYPE 2 GLASS H YP E _ - •• e • • • • • • �' BIDE • • • • • • • • • >p <<r rr SHORT • • • � SLOE • • 5T E f� lir, Pj • • • • •00 • • • • i S�� t�,+ ••• • •• • • • A.LYNN tAWR.P.E. P.&A 88705 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0,0 • •• •• ••• • • ••• • • TABLES: LNhWm Dern PR9®sm{4-,paQforGhm Type 5 p� 7198°LAMINATED 07-718 I- -- GLASSTYPE5 80 84 9r2 98 103 104 1 V2 GLASS STACK 30 +W_ 4 +90(.1205.5 +W-111.5 -0-10&5 +8�- -9415 +9M-PoLib t -1 5 •! 7 + 1.97.9 ,890°SG INTERLAYER 32 1 9 +91V.91085.334 +981• 9 +90!•!03a80f- .1 31.8 H +144 H415 H481 4179.8 +1794 3118"ANNEALEO GLASS 38 0 +/ 4t .B +l8 41.797 0.772 H .1 H 4 H- 3118"ANNEALED GLASS PRODUCT naviSm4M 1 H 2 +188.7 H-781 H•75.2 H•72 H .3 5 H40 +014t 41 28 +479.6 +r .2 +1-4.3 41-i. * 1 +l +M. 4wiHa 8N 81a 69a 42 +lttll +14477 +1.71.4 H•4.3 +f-71. + +W7 +141. +1 8 4148 44 +l 4 H 4 +!- 4 +/ 1 H N4B.8 H-W N H37.6 USED AS CURVEO +I-n4 +1.80.8 +1- 8 +1.0.1 +IH 5 H +l . FRAMIE R8 O. .MA 29 5t8' �_ LONGS(3 91-7/�O.C.tWJC. CilASS B1YE48 +L82T +l•79.3 . +1 .9 0.88. +1 .9 H50 +1.609 41 !) 0- O 1 1.3 52 +1_ 1 +f- 8 . +1.88.8HORT 64 +r-771 +r-73.8 .S +r•WH83.5 S ¢�101 T+r ZQ 13 /!, sa War tl GLASS TYPE 5 +471.4 H 71 84 H f +l:w5- ,- LONG SIDE -►{ a H 3 l B!J(�S 01MENSIM SHOWN.FOR FLANGED VANOOM,SUBTRACT V FROM THE TFP-TO-W DWNSION TO DETERMINE THE BUCK DIMENSION. TSIDE 2}FOR S12EH NOT SHDbVN,ROUND UP TO'RiE NEXT AVABABLE 9H�2TORk0NG OI�iVS10N. r' 3)FOR AROKITECT M WNDOM F00 THE SMALLEST WINDOW SIZE I4 THE TABLE ABOVE NMK&1 THE OVERALL DIMENSIONS MIPLETELYFII%MN. 4)TIES SHEET APPLES ONLY TO RANGE AND EQUAL-LEG W84DOW3.DO NOT USE VNTH FIN-FRAMED VWNDOM >-� � etNwOa TABi.E DINENSIQRt8 9dAY BE �tai � Q W � Y OR HORIZONTALLY AS z U1�-1 TABLE 8: W*w Den PU X rgR79etse+ 8 Z O O (F,p9f►fort31e9s'1�9e7 �i az 0 °' o ® 72 80 84 1 1 O l-1n5•NOM. 30 +804t1a + -130 + _) + - a •t 8 188 +EtI.9l8 -11 + _18 + _1 7 + GLASS STACK 7ne"LAfi9PfA1ED +9Bf-t6? +StY•1 1 +801.1 W-14. -1 . - 1 .4 e94- .4 +WMJ GLASS STACK-14 F, r + - .1 11 4 + •191, +9N .7 + -95.3 -92.1 +91I .5 H•90 4149. __� SHORT 8 a -! +8q-988 33.3 i 7 H H H 1 3WANNEALED 04SA1 ED GLASS SIDE + 11.2 +lXb•10A2 S#g 1 ++! H 9 H t1 +/ .3 8I18"T EO(1lASS 311WANNEALEDGLASS +�•9�9 s _ + •872 + H40.5 H- Hai. H•T8 t •2 +! A + +! +l- +l .1 +M. 88. +14A27/18'A9Y ACE OW°BGINTERLAYER 4 +98P 7 a +J + al +l• H-4.9 H- + 11 5 +9813. 0 +1-83.2 0.79 *1.7&4 H- .1 s .1 fi 48 +102 5 H + + ,2 .2 0• LONGON pp.4 +t H • .4 • .3 +Y1. H 7. USED AT CLOTVED (% SIDEty 52 +0 4 Was H +l• H• H496 FRAME MEMBERS ONLY 28 0 54 H4 H 0. +! Pd114.7/8'OA.d9AX. GLASS B" +T +1 A +1 +- 1-3 a -- ---- - -��illilttr1/J/ H - ---- -- - - --- - -- •- -• 1 --• • • •• 1 SNORT •.� lY !i H•884 H• 8 22 21 • • • • • • • '-°'1tl9j or• H-4 �Q¢•>� • • • ••• • • 0 es No...8?O5 i)SUCK O1trgNS NS SHOWN.FOR FLANGED VWNDOWS.SUBTRACT I-FROM THE TIP-MO-TIP D1N3WWTO DET'ERMIIE THE BUCK DWJMM 2)FOR$08 NOT MOWN,ROUND 1,e TOTHE NEXT AVXLAW E SHORT OR LONG DISSENSION. .�} 7 - 3)FOR ARCHIIECTUAAL WINDOWS,FIND THE SMALLEST W84DOW SIZE I4 THE TABLE ABOVE WHICH THE OVERALL OIMM04S COMPLETELY FII WPam • 000 • ••• • • ' ST 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE MH MN FRAMED VWNDU IS. j • • • •• • • • • �'I� •;jOL ORSDA,•'�?�•.`; •• • • •• • • • • • �It j 70NA1-tit, ••• • •• • • • A LYNN "P.E. P,&P88788 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • a 7ABL1:7: Undw Design PTessm(41-,psQ for Glass Types 6 6 8 La9 of-ftTo I so 64 88 92 so 1 100 104 1 9 112 112 1% 120 124 128 132 998 144 144 t -Im •9 t9-1* +W-1-3-0- a -130 +a-ice +9W-199 t +90Y•30 +tom-134 30 *".130 +fib- 32 -W-130 -130 +4-14 -0-13D •1S1 a8W-9 *W-110 +=430 +9w-1 +W-1 75W-WD +401.130 +WIS0 •130 + +8W-130 34 4W.4 +=430 +•997.130 +lam. •1 +0-130 -4-0--13D +9--13D 130 iM.130 +0431) 4 iW130 �ODUCPR8V13E6 .130 -1 +4-136130 +9W-1 +9--1D +9W-130 •930 +W430 +4W-130 +MI +8W- . +0W4 -130 ffi n�1*0 Floth 38 30 r -13D e9W- +9W-3D +>�.130 1� 130 130 a9W130 e9W-196 1 -1 -127.3 40 W130 + -130 +0-130 ';-13D + /4 -130 *9W-1 •1 -128.8 +W-Mg- 4 +9-130 tg8/-t +�L +0-130 +fit 4 + •1 3 +BEY-9232 +9111-119.7 +0.110.4 -1 *W4 +WI30 a +l�f-t + 1-930 +0-1� -124.5 a9W-11.4 *W416 BY 46 1 +9W.= +4 -130 t 436 •130 40047A.9 28.9 t _1 +9-.1153 �9W-139 •1� 991.930 -1 +9W- -129.7 •123 +90'•116. 60 -+0.130 e 9 _30 *W436 + -128. + 4f-4 GE +8W- -4 W-3 •1 -1 •1 -9 49-71 +m •92T. ATE:07 -1 -130 +4W7.1 +lS.4J.i 1; t 1 +91- 7901.134 +W.1 u 04 + - 1 Ff 5 Q 1)�WJCKC1 DIMENSIONS SHOLATI.FOR FLANGED WINDOWS,SUBTRACT T FROMTHE TIP-TO-TIP CIMNSION TO DETERMINE THE WJCK D1Mt3ISX1N. 2)FOR SIZES N6T SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSICFL .4• 3)FOR ARCHITECTURAL WMDOM FIND THE SMALLEST WII�AMW SIZE D4 THE TABLE AEOW WHICH THE OVERALL D NSIONS COMPLETW Pit WHIM 4)THIS SHEET APPLIES ONLY TO FLANGE AND ECWAL-LEG WWCWS,DO NOT USE NTH I'll"RAMED W0dOW8. ai TABLE DIMENSIONS MAY OF ORIENTED VERTICALLY OR p O, t-IAV NOAL HORIZONTALLY AS SHOWN. r Z 1P.Z LLL 7H0"LAA9IUATED GLASS STACK TtIW LAMINATED LONG 0 GLASS STACK GLASS STACK SIDE .000"SG 44TfiRLAYER 3118'TEMPERED GLASS {{{ 3116"HEAT STRENGTHENED GLASS �"— LONG SIDE N W TSAR 3116,HEAT 3/48 HEAT STRENGTHENER GLASS T- 2 D D 3116"WHEAT STRENGTHENED GLASS STRENGTHENED GLASS 7A0"AIRSPACE 0! SG INTERLAYER SHO ,- O !i j 6trSHORT NJ w IL USED AT CURVED 11 USED A7lE1RVE015 11 L_ i Z FRAME ME34®ERS tNd9 29 5w FRAME MEM RS ONLY X29 91-dS'O.C.MAX. GLASS SITE @ 11-716°O.C.mAX. GLASS SITE _ 13 LONGSWEMile - - 20 13 - 1 13 — SKIRT -- \`NLt 41 U I 1 t1i t�LASS TYPE 8 ••— y •• i • :• r �`�O CNN (3iAS3 TYPE 8 ` sir .1Fq •• • No.• • • • • • • T�' 58705 's1 ••• •• • • • •• SWRT • SIDE ••• • ••• • �• 'U` 51c t ` •i i• • 00: • i•• • ••• ""ONP.i�E ` ••• • •• • • • A.LYNN M9.LEK P.E. P,E2198705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • , 2X WOOD BUCKSTRIP EDGE OR FRAMING.SEE INSTALLATION INSTALLATION EMBEDMENT DISTANCE NOTE 2.TM SHEET TYPE C TYPE S INSTALLATION - EMBEDMENT 1X WOOD BUCKSTRIP. TYPE A 1!4•MAX SEE NOTE z Trac SHEET EMS' SHIM 1-� ------- •iYP.GE DIST TYPE,EMBEDMENT AND SEDGETAN PRODUCT Rwith Jb EVISED � �..< EDOEDISTANCEPER�&S(RATE DI5PAAICE m�Pt�� EDGE SEE TABLE S•THIS SHEET 1/4 MAX DISTANCE S A 1 SHIM BY 4 TYP.ANCHOR TYPE. - - ANT AND EDGE GET 3 DISTANCE PER SUBSTRATE, ... .•, + SEE TABLE%THIS SHEET ° DATE:07102J AT CURVES 19 __ d,•' �MEMBERSONLY EX7'FAtpR ' ®11.7W O.C.MAX CONCRETW M - 4 fel 1f ; PER ANCHORy VOOLELIQHTWIDTH= REQUIREMENT WINDOW BUCK WIDTH-2-SW - WINDOW SUCK W IDTH CONCRETE(CMU M Y womm TIP MTa'WINDOW WIDTH PER ANCHOR 3 ^eb BUCK EXTERIOR� REWIREM[34T "Q°"� 1ra•tdAX.sra HORIZONTAL SECTION A-A pN ti �tMjl1 � 00 TIP-T0-TP Hr ¢� HEIGHTEFL SELF-DRILLING SMS TA&E& D W Ed LIGHT (GSI SEE TAME T W No,Edoer HEIGHT= THIS SHEET Andes t>i omm Mtn.embommat kbc O.C. p fO (n BUt 1 to C7 HEIGHT. 2-w INSTALLATION i�92mm44108ssoaew Teas' Ir t AMSMI 3wa a 0 LL METHOD D -- c 33 s cm � p INSTALLATION ANCHOR P.. Fine m) co UNDERNEATHTHE AdxN,wAt,�83 rt•, IF BEADING fF92er09489ee18tten(O8) A30Stee9 Wr 0.0r. Ir r6X 81868 Wel S SS aft 3t0• laws lu 1/4°410 88 CMIeFMf S ) 2-9P2° 9 -OD % (SEE SESEPERATE N04 AURN" Cen0�e40(ada 3.35 IwoY 1314 12• F Z 8 STEEL FRAMING OR STM STUD. z 'S SEE SUBSTRATE PROPERTIES, 114•Steer IRtrflcon -- TABLE$,THIS$ EETISM 6 104•AAAX SHaA d 8018"8tsst Ult•ocm QvAw I Mr'IX VIM BUCKSTRIP, MIN.OF 9 THREADS BEYOND THE METAL SUBSTRATE• 1 •»s 8EE NCI@ 2,7raS 8F8!E'1 - - - • • • •••i- i •�� tit`}��yY LYNN 0' /, GONCRETEPER ELDMEN7 < ANCHOR N8TALLA NOTES: • • • • • • ••• • P. .'A . "s-.-. < •y REQUIREMENT 9.USE ONI.YAPCHORSt.ISTEaONTHIS SHEET.FOLLOW"WDMEAUEO4&5T'Afrtp-L9PdAT8e •• -' �•;� No.5t37� T't • 2.YID BUCKSLH°PK TED ON THIS SHEET AS°1X",ARE BUCfS WH0.SE TOTAL THtC1WES8IS LESS THAN 1-1Y2'.1K tN00D BUON ARE DISTANCE TYP.ANCHOR TYPE,EMBEDMEf•IF OPTIONAL IF UNIT CAN INSTALLED DIRECTLY•IO CONCRETE YrOOD BUCK8t P AS'2X"A9tE 9.1Pd`THKIt Ott @ISEATF.R J .. INSTALLATION) � AND WOE DISTANCE PER WTAUATION TO THE SUBSTRATE OF YID SUCKS TQ ED BY O�RS�t QS APPROWD BY AW'HORRY HAVING �{} •. ST TE 'TYPES • • • • • • • <' '. fi SUBSTRATE,SEE TA�.Es,THIS srEET' JURISDICTION. •.. ; • • • • • • • ;"�s•. <oRraN;.••'C��;' VERTICAL SECTION B-B 3.FORATTACHMMT TO METAL:THE STRUOTURAL,f E9 w4a&A sH*O U%%PP WI:THSW WOW FRIG. �'/ONAI 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NO APKES TO%DOLE*STEM, A.LYNN MLLLER P.S. PT.Ati m ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCK8TRIP INSTALLATION INSTALLATION _ EDGE —OR r FRAMING,SEE TYPEG TYPE E6/BEDMENT DISTAM CE wOTE 2,THIS SHEET EMgEpww SEE NOTE 2,THIS SHEET f( INSTALLATION 1 TYP.ANCHOR TYPE.ETeIBNT AND a .d mm TYPE E SWEDMENT EDGE DISTANCE PER StISSTRATE. DISTANCEPROMICT RBVLSED EDGE1 j SEE TABLE 9.THIS MEET DIST $y��yOreFbim L a. e' 8 C v DISTANCE19 AecaWaixe -- IWMAX 2 ion Dam 2 SHIM -- MY Ftootnl 4 TYP ANCHOR TYPE. \_EMBEDMENT AND EDGE —^ e ( ET 11 DISTANCE PER SUBSTRATE, 11 SEE TABLE 9.THIS SHEET EXTERIOR m J USEDATCURVED _ 4 _1 T 11 28 FRAMEMEMBERSONLY °•' •m. .. V L-1 @11-7WO.C.MAX. CONCRETEXUl VI51 SLIGHT WITH= PETNAIdC�tOR I YtlOIUCKVY�TH-2.914' _.._ RECAAREABPD i — NRNOOWBUCKWIDTH CONCRETE10MUwINDOWPERANCHOR d N naa BUCK HORIZONTAL SECTION C-C REQUIREMENT HEIGHT 114'MAX.SHIM � � ewv CO) 012 STEEL. p a SELF-DRH NG SW_ 'VISIBLE 1GSA THT HIS SHEE LIGHT T o TABLE$ Se HEIGHT= AimtS� � in W a" ae to a0n wAtaaoe IdU1.Fntbeattmnt g L? Xw FT. 3w HEIGHT I TALLAT�ON #U or A4 410 ss S=wA35 SWd 1 no �? TYPE H stemftKL or.33 a. Nie° a 2 O T. Pine 1 EXTERIOR012 x/114$t8e1 SaBtlV{ 6�3db tato. 0 dd 8!@0 stem Or..33 tmn. 3w0. MIAI-DADE APPROVED t4ULUON IW 410 30 Cmt*IOX 21 (SEE SE PERATE NOA),ALUM". Owmate bran.UlI kSO 11 1.3w 12° Z ® STEEL FRAMING OR STEEL$TLID. 2 1 SEE SUBSTRATE PROPERTIES. 114"SUM UBr"m o TABLE 0,THIS SHEET Qw" A TM 6 1� Ir �GW IW MAX SHIM C—w* . .0 Vw iS a 1N113'Sinal ubmm 77 " MIN.OF 3 BEYOND THE METAL SUBSTRATE, � q 1X WOOD DUCK$W, _ 1 SE8-NOTE2.T}BSSkm — o W•• • � • • • • •• .� Y LYNly 1/' • • • • • • • • • �� .lN�........,RJj� iii ' +•a: . CONCRETE PER • •• � it; EMBEDMENT ANCHOR I�SLTAL�ATiT�1 NOTE$ ••• ••0 ••i ••• • • ••• No.507gg t: ' . °v , 4 1 , REQUIREMENT •�• 1.USE OM.Y ANCHORS LISTED ON THIS SHEET.FOLLOW E< 4ENTAND EDGE DISTANCE LtUt . 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL TMICXNE881S LESS THAN b1J2°.1X WOOD BUCKS ARE —..O IPSSTALLATIf1N Buck ,13 7 eL TYPE F I"0--- DISTANCE -----4TYP.ANCHOR TYPE,t EDI Nt �7tONRL IF UNIT CAN BE INSTALLED DIRECTLYTO SO9jD Te Yt Rs t CT AS"?7(r1EtE 1-1i2°TiauXCQR GREATER U�•. Sr,TE or k/ AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD 9UCKS.O WRE 11W 4 E LA;AS APPRd ED SYAUTHORRY HAIRNG . <<� :!'L ORtDA•.•''�C SUBSTRATE,IEE TABLE S.THIS SHEET JURISDICTION. •• • • ••i •• • ••• • • '�,S_9 ••• . ��.`" VERTICAL SECTION D-D 3,FORATTACHMBNTToMETAL:THE'SifWCTLMLtqVpSNIA2BEOF:SMTQP.tiVMFLUSVPPjRT:0THEWINDOWFRAME. err NAL 0 1.rint,�. 4.IF APPLICABLE,LOWER DESM PRESSURE FROM EITHER WINIM OR MULLION NOA APPLIESTO WHOLE SY8TEK A LYNN 4G.LM P.E. P.E00B70$ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD TYP.RNCHORTYPE, 2X FRAMING.SEE INSTALLATION EMSETMENTAMEOGE EMSEDMHdT INSTALLATION DISTANCE PER SUBSTRATE. NOTE 2.THIS SET TYPE J TYPE K SEE TABLE 10.THIS*MET EDGE INSTALLATION DISTANCE DISTANGE � SHIMMAX EDGE DISTANCE �} pItODLILTR6VL4ED TYPE I U 2X WOOD SUCKSTRIP �ORFRAMING,� escaml�Y�BwishtlrePlmida OR FRAMING,SEE NOTE 2.THIS SHEET N0} NOTE 2,THIS SHEETAcCepUm 1!4'MAX � TYP.ANCHOR TYPE,EMBEDMENT AND -- 3 SIM EDGE DISTANCE PER SUIMMTE. _ t3ed. 4 f 1' SEE TABLE 10,TMS SHEET h tt EMBEDMENT J1 ENT a ANGE THS EET USED AT CURVED 20 FRAME MEMBERS ONLY (v'--1 ® 41-7180.c.MAX 44 ex-Mm WINDOW 4 t4 ( V t0� wy L� YIS®LELIGHTVNDTHa _�pI 8 O HEIGHT vwDOWStlC "DTH-2-sW ce aPop f14'MAX SHM4 I WWDOWSUCI(MTH h ewo O �r HORIZONTAL SECTION E-E z LL � � YISIBLLF INSTALLATION LIGHTTYPE L a 0 � Vs1MNOOlY {+U .61 C9 Do BUCK 010 STEEL. o> 0 'r' 2= O HEIGHT- SELF)RRIMGSMs 2- (GS),SEE TAME 10, "-' D" 314" THIS SHEET TABLE 10: ® V O Po2n M•x.O.C. to Anchor SUbsaat® L lortoe Spacbm x. P.. x.4 1°Cotnimxf fVeil z 2.1 x.145' Nish P.T.Southern Pine 8 � z smmwn PUre WON 11T' IF g 2X WOOD BUCItSTRiP OB3* U A�Was-To aft v1E° 8 OR FRAMING.SEE -__. 010 x 1"Steel Swett° NGTE 2,TmS SHEET 0 .045° S steel Gt l 6148 8 5 ri/0 MAX SHIM Mm.DADE APPROVED MUU 10td _dL (SEE SEPERATE WAN ALUMMM. °MW.OF 3 THREA08 BEYOdD THE METAL SUSS77tATE. � tL LL � LL STEEL FRAMING OR STEEL STUD. U' Be SUBSTRATE PROPERTIES. -- _ TABLE 10.THIS SHEET 10N , •• ••• • •� . - - NdSTAl1AT - • • • • • • • ••• � tt 4 TYPE J C� • • •• • • • • • e�. �pp1`I YNty Mq prr EDGE DISTANCE • •• • • • • ••• • `;��.•'' ,L UC.... A_ INVALLATION NOTES: • • • • • • • • • •• ••• •• • • • •• ..'`.`74 1 TYP.ANCHOR TYPE,EdWEDMENT I.USE ONLY ANCHORS USTED ON THIS SHEET,FOLLOWEM EDMENTAND EDGE OISTANOE Ul4}ITS. No.58705 1�— EMBEDMENT AND EDGE DISTAD PER KS SUBSTRATE,SEE TABLE 10,THIS SHEET 2.MOD SUCDEPICTED ON TW-04M SHEET AS'IX'.ARE B1JCKS WHOSE TOTAL T4M M LESS THAN 1413°.iX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUS CON41IRSE.WOfM�tl(� TED AS"2X' l4AP TH=OR GREATER INSTALLATION TO 7HE SU88TRATE OF WOOD BtKx{S TgSEtNGGEFRED SMOTHERS OR APpFFj1 • HAVMG (}�•1\5105x VERTICAL SECTION F-F JURISDICTION .. . . .. . . . . %;cc�,s•. NG,�,: 3.FOR ATTACHMENT ro METAL:THIS STRUCTURAL ME/1YE�SHr�L'bE aF'tiSj�'T°1"I 'E Fua�s�PPaRr+0 THE WlNvow FRAa CONAL�,\`' 4,IF APPLICABLE„LCW'ER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION A'd;1AAPPLIES TO WHDLE SYSTEM. A txn>flt bI2.LE.R,P.E. P.E�lfflll>8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X VOW BUCKSTRIP EDGE FRAMIMSM IAISTALLATIOPI TYPE M INSTALLATION t-®.__ EMBEDMENT iNSTALLATKtNTYPE M DISTANCE NOTE 2.THIS SHEET FOR THIS tNOTAHL.ATION TYPE N i _ EPABEDAAL3ST METHODONLY, FOR THIS WMALLATION ANCHORS MAYBE NO .. ANCHORS A� � -�{ � SHBG ®MARE THANB`OL:. mom? MAYBE NO l3�SEOMEIdT 1XWOODBUCKSTRIP.SEE - • PROIH1Ci'RBVI" !MORETHANGOC. ( 2X WOODSUCKSTRIP NOTE 2.THISSHEET a4coaNAyiagcuilH�Fto e OR FRATAI4SEE °.: ,. Bmld''IC, NOTE 2.THIS SHEET Aaepmuo No�� wn Dale L __LVC MAX TYP,ANCHOR TYPE,EMBEDMENT AND 3 SHMA EDc1E DISTANCE PER SUBSTRATE, S SEETABLEII,THISSIEET ° ud C�UoI 4 TYP.ANCHOR TYPE, EDGE DISTANCE PER EMBEDMENT RSSUBSTRATE. aid CH GE TSHEET 11 SEE TABLE 11,THIS SHEET 3 —j f TE:U7 95 USED AT CURVED Ems' r STANCE 29 FRAME MEMBERS ONLYEDGE 0 11-7ff D.C.MAX. '..�, DISTANCE _F_CONGRETE(t2i4U - P13t ANCH DR 34 CONCRETEICMU r Q VIANDOW REIX,BREMiENT 4 11 PERANCHOR nsy IS �� VISILE BUCK WITH- ,`. REQUiREME1dT HEKl1T u4°MAX SHIM tT'�� WINDOW BUgt tMDTH•2-314° �� •� e� o WINDOW SUCK AOR WIDTH ten I h- VISIBLE INSTALLATION TYPE o HORIZONTAL SECnON G-G �UeHTReyy �c � z HEIa4T- FOR THIS MLRTALIAMN (7 X 5 r R VVINDOW MEI'HODONLY, TABLE II: (} BUCK ANCHORS MAYBE NO Min. O.C. � AW HEIGNT- O MORE THAN 0*O.C. A�dW Std Rlkt Embeduti o 0 0 p 2-314' .T, tW 'z a.Z ,.. LL il923TEEL 812W014490888x� A386t(A GWf. 3/8• 4 8" ..�� w SELFDRB.LMKi Sed -�-- .33 Sts O.O t1a' 1r IGB}S nBSSHEET TABLE 10, P.T.$Oufhem 1318' Z InaaswBlemBa�m{c3s} '�" aw w mow. $� O to 21 TYP.ANCHOR TYPE, (1r. nll. 3+8 &045'°13 td•• (3 Z S EMBEDMMENTANDEDG'E 1W°41088QeteFlmcUnWAded Mm ON 2- L DISTANCE PER SUBSTRATE, J �• C�wReffi 3.35 1° 1.3W' 9a' m 4 q SEE TABLE 1i,THIS SHEET Cmc 2� r asRa• O vj SY 1t4"MAX S1NM M IA M DARE APPROVED MULLION CXWOW MVL 285 2-112` S° 2• SOU Z �i Y 18EE MWMTEN04ALUMM K lwmdu a, � 1-1 x � k� 1 STEEL FRAMM OR STEEL STUD. U SEE SUBSTRATE PROPERTIES. Cie9i INSTALLATION TABLE 11,THIS SHEET sfw steel Limonkit 1 2 • . ,s _f _ , r• • I� • •-�• •• ••s a .`��r/�.�•t\'��TYPE d . OF 3 THDBEYONDTHEWALOW"7E• 966 NOTE aT"SHEET O' •0 • • • • ••• •INSTALU1nON NOTES • EMBEDMENT A 1.USONYANHOLISTMONTHISSHM.FOLOWW ETANEDGE&ANALA. W.L5Y87$065 -r - AI' 9f� . 2 WOOD SUCKS DEPICTED ON TM SHEET AS-jr,ARE sum WHOSE TOTAL THIMNESS IS LESS THAN I.1Pd".1X WOW BUCKS ARE OPTIONAL IF UNIT CAN BE INUALt�OW-CTLY TO SOLID VYOOD BUCCS DEPICTED AS°aX°ARE 1-UYTHICK OR RIREATER. Q.: �A P 3 r' EDGE INSTALLATION TO THE SUBSTRATE OF WOOD SUM T BY t�T�j2S dKIAPPRO%M BV AUI110RITY HAVBiO � { 5t Or 4 DISTANCE JURISDICTION. ••• i • ••s 0 • • i i i i ': J��'��pTt1UA,.•'�^��`. VERTICAL SECTION W^W 3 FOR ATTACHMENT TO METAL THE STRUCTURAL MEMO HALL"OF A SIn V PwVw FAIL�t eOR jTo'tfE WINDOW FRAME, 'i,;91VAI"G'1 4.IF AM"SLE,LOWER DESM PRESSURE FROM EITHER WMIDOW OR MULLION NOA APPLIES TO WHOLE SY�TEM A.LYNN MILLER•P.E. P.E#887@2 • • • • • • • • •00 • ••• • • • ••• • • s t � ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE$EQUAL-LEG FRAMES FOR FINPRODUCrRSWqW FRAMES as res Fdwlda fLm— �—�m. ED Aecetdw �� ANGLEWCINtbED19 l R�tA ,EE ASSEA16lY FRAMEASSEMBLY60°CORNERF Y� NO T o oaS10 1—4 IALL CORNERS TO i LI&EE LL mm'sTTOUSE GASKET IAN"SEALANT I // ANDIOR SEALANT i EOUAL4,50 FRAMEFLANGE t/yWTEREDFRAWVMlNmQR MITERED FRAMEWTIM 04TFWOR (Y� P4 � 1E4UAL-LEG FRA&lEME MMS I AND EXTERIOR FRAME WELos CI j to FLANGE FRAME (SHOVA0 OR CORNER KEYS AT (SHO M O R OWOMR KEYS AT � $ � OSCREW BOSSES.SEALANT AT ALL CARS SCREW BOSSES.SEALANT AT ALL 0ORNERS x itj LL W o $0 0 _ a 6.s-- __ .094`�—►1 fw-- Qe.' tl LL p O TABLE 9Z: �. .074° .f w G 074' - 082" {` 074" 082' Q r m POT PaL1A Mawat 1.978" .438' 1.371P 'r 41 1 t N 9.878'�.ii11�� .498' y1 1 42b3C Rallget(Frame A9un 60�lTb t � , 2 4206 E"ft Frame Alan 600TS -" "O- ' tT 1.1�° mm 3 426B t b*W Fin Fromo AWm.6603.76 FLANGE FRAME EO AL-LEO FRAME .077° 4 4256 WV LaotL Q=0 A11un.6003.76 a#4253C,6083-75 G 04285,6063.75 i--- b 4204 LQ t0eaa BaaoHeg AkmL 076 FIN 9W—M - 6a 4270 61etddonFadamCam At•'n.6063.10 T #4258.6063-T5 8 8b 4224 bdded0A Fadow Cam Rwpvc j Y6689C t k�{��°oarnv 1 ) PdY 7 �7D' 1 �°i • • • s • ••-n a- LYPlfy '(i*47f8 �6W Flax PV4 Quo.8b W- - -- 876° •i ••i i i i•i • F 18 ow 89%OE 7706 Bolcom or EgWa • • • • • • • • • ^ 2D 71M SMeng Sto*Mona 3!1S'x 7118°x r Neop m,Quo•66'1- •• •• • • • !• •50706 >� K307MOIPDX -LVa�.H2 W-W x 1-3132"XV Nalprena,Quo.05•at-1 z t1S„LAM iI.Q.OLASS INDS.TAt CATION! 198°Oua9�t Spacer OLAS3 (NKi •• • •• FAS R CiOVER "O�'• sfa j 29 08 z 11f4"FH SMS 81ai Stan! 4 5 • • 68 • T5 ` 04265.6W3-T6 • • • • • • • ";"q/<<?rtroA,.•yC^�� x V oww PH SMS stew s slow •i i• • •i i • • ••• i i ' �r / U C + �, lolo", ••• • •• • • • ttt11115 A.LYNN W RA Pk. P.F.@ a97as ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i MIAMP E I-DADE COUNTY t PRDUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES ) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(7")315-2590 i±(786)315-2599 NOTICE OF ACCEPTANCE C 'www.miamidade.eovieeonaNX PGT Industries •••• 1070 Technology Drive •••• 0 0 0.0 0 North Venlce,FL 34275 •• •• ;�. ...... :. . ...... SCOPE: • This NOA is beim issued under the applica a rules and regulations governing 4ke.use of•wnsh uctio4•••• materials. The documentation submitted has bus reviewed and accepted by WamaAOade C;A*�okER ,. .. Product Control Section to be used in Miami Dade County and other areas wheroUltroW by tkvt%hority 0.0• Having Jurisdiction(AHJ). •• •• •• • •••••• This NOA shall not be valid after the expiration date stated below. late Mi V i IXie County'Product 0 Control Section(in Miami—Dade County) and/or the AHJ(in areas other Arts D.de Coim,�$reserve•. the right to have this product or material teste for quality assurance purposes. Jbh jproduct0or~pjateri4•••• fails to perform in the accepted manner,the ma ufacturer will incur the cKpensc o such testing'4rit ft AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptan ,if it is determined by Miami—Dade County Product Control Section that this product or material fails to mv.t the requirements of the applicable building code. I This product is approved as described herein, and has been designed to comply with the Florida Buildepg Code, including the High Velocity Hurricane Zone.- DESCRIPTION: ne:DESCRIPTION:Series"CA 740"Ontswin Aluminum Casement Window-'L.M.I. APPROVAL DOCUMENT: Drawing No: CA740•LM, titled "Casement Window Details - LM & MV, sheets 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,PX,bearing the Miami—Dade County Product Control Revision stampwith the Notice of Acceptance number and expiration date by the 1, i—Dade County Product Control Section. IMSSILE IMPACT RATING:Large andavail Missile Impact Resistant 7 LABUPING: Each unit shall bear a permanent label with the manufacturee's I name or logo, city, state, modellseries, and fallowing 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 ofthis product. TERMWATION 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 tbe product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any o or purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall t a cause for termination and removal of NOA. ADVERTISEMENT: The NOA number 1 Preceded by the words Miami-D a 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 NOAH 12-1215.09 and condsts of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed bar Manuel Perez,P.E. NOA No.15-0519.13 t t C®u Expiration Data; April 11,2010 Approval Date: July 16 2015 / 1 Page I PGT Industries NOTICE OF ACCEPTA WE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings d sections. .••••. . . 0000 0000.. (Submitted under previous N�)A.1 o. 12-121&09) • • 2. Drawing No. A740-L ,titled"Casement Window. ••=.,M& •• ' ....:. sheets 1 through 10 of 10,dat 08/08/12, with envision A dat oOSI-1-5/15,sig*ed and 9 . 0000. sealed by Anthony Lynn Mill r,T.E. .9•••. :•0 •. • 0090 0 00 0000. 99999. 999 0000. B. TESTS • 0000 ..90000.. 1. Test reports on: 1)Air Infiltra°on Test,per FBC,TAS 202-94 .9 9.9 9 2)Uniform S 'c Air Pressure Test,Loading�PBU,V6 94 ••••:• 3)Water Resistance Test,per FBC,TAS 202- 9 ' :9 9 9 0: 4)Large Mis ile Impact Test per FBC,TAS 201 X94 '..'• • 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawin *s and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory,Inc.Test Report No.FTL-7065,dated 0/05/12,signed and sealed by Malin D.Branson,P.E. (Submitted under A No. 12-121&09) Ce CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-P Edition(2014),dated 05/16/15,prepared by manufacturer,sighed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with AST E1300-04 ! D. QUALITY ASSURANCE 1. Miami-Dade Department of egulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14 916.10 issued to Kuraray Amorica,Inc.for their "Kuraray Butaeite@ P lass.Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14 0916.11 issued to Kumray America,Inc.for their "Kuraray SentryGlas®(Clear and White)Mass Interlaye s"dated 06/25/15, expiring on 07/04118. nurez,P.E. Product Cent I in' miner NOA N(o. 5-051.9.13 Expiration Date. April 11,2019 Approval Dates July 16 2015 PGT Industries NOTICE 9.i.eL' OF AC4rAi`�A CE: .1eA71i.+Bte' 47 F. STATENIENTS 1. Statement letter of conform ce, complying with C-51h Edition (20.14rftaW May 16,2015,imed by manufact lrer,signed and sealed by Anthoij Isi n Milfer,P.E. "' 2. Statement letter of no financial interest, dated May 16, 2015 igg by rnilatActurel,..... signed and sealed by Anthony Lynn biller,P.E. 0000.. .0008. . . . G. OTHERS 0000 . 06 00000 0. 0000.. 0000 0000. 1. Notice of Acceptance No. 12 121.8.09,issued to PGT Industrill 0A. :iheir �;'CA-...... 740" Outswing Aluminum CIsement Window-L.M.I."approyedpI 04/11/13 and •. expiring on 04/11/18. 006000 0000.. . . 0000.. I II � I i l�nuel ea,P.E. Product ContrHainer NOA o.-04519.13 Expiration Data: April 11.,2018 Approval Date: July 16 2015 E-2 II , GENERAL NOTES'SE SW LAMMED llWL%fiVAT0Q RIES 740 IMPACT-RESISTANT I I CASEMENTWINDOW DESIGN PRESSURE RATING IMPACT RATING nso sulactte t•s s�taA+a�Av YATES, RATED FOR LARGE& L .�. ertOJN�RAY 3WANNEA M C R 'ARRENTCd1•Ste. SEE SHEETS 6.9 MISSILE IMPACT RESISTANCE BtA53 ��''R8: HEATSTR6�iiilENW T)THIS PRODUCT PAS BEEN DESIGNED&TESTED To COMPLY WITH THS 6tt�4S WAT-TRENO OR REQUIREMENTS Of THE FLORIDA BUILDING CODE,INCLUDING THE HIGH ` �TSTREtRITR�D VELOCITY HURRICANE ZONE{HNRZ). GLASS _gg 3rM�TH —T '—� 2)SHUTTERS A�H07 RWARED WHEN USED IN DEBRIS 26.478'MNL O.C.F WDTH IS �1 REGIONS.FOR INSULATED GLASS INSTALLATIONSABOVE 3fl IN THE HVH4 THE R 3&41(r t�AD&� 35 99f18°°aLA3S BIT£ 30 91MS GLASS BETE OUTBOARD LITE(CAP)MUST TEMPERED _-_— C MAX �3 3 3)FOR MASONRY APIR.ICATONS IN MTAMI-DDDE COuNITY.USE ONLY MWADAOE %SEE SHEET2 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR n 6o 32 60 EVALUATIONS WERE SOUTHERN PINE,AMU 090 CONCRETE MASONRY UNITS ----J L f' AND CONCRETE WTH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3.SHEET 4. 4)ALL WOOD BUC63 LES&THAN 1Alr THICK ARE TO BE CONSIDERED 1X - --1--�-- ._._—•— 17-1t2° ��TYPE 1 GLASS TYPES 2&3 ITSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL F UNIT L4 INSTALLED A A.SEE O-M MAX 7Ar t f, Y•°Imo. mwo DIRECTLY ToSUB3M*MWOODDUCKSDEPMTEDAS2XARE1-9IPTHtCKOR \ SHEET2 tVAseSTACx Sn4-I8TACT� ��STA� _ _ GLASS TACK GREATER.9X AND 2X BUCKS(WHEN USED)SHALL BE DES*KED TO PROPERLY � tTtA868TAG( Tat/SA�� TRANSFER LOADSTO THE STRUCTURE.WOOD,BUCK DESIGN AND INSTALLATION °+ De 3WANNEALEDCO ISTHE RESPONSIBILITY OFTHE ENGINEER ORARCHITECT OFREC;M � S'MAX rnr490- UfACRIM 1144AUWAlM �HFATSTrEGTWt=auss 5) HIOR EI OhSENT TO BASE MATERIAL SHALL BE BEYOND ML DRESSWG \ O.C. 91s'At�ALELASS A SDC• �•a ego —AmmmokmJSVS&KWAY OR STUCCO.USE M40NM OF SUFFICIENT EMBEDMENT AS SPECIFIED ON � T6M>i9�EDtIU88 srte as�u euoR TAKE 3.SHEET 4.NARROW JOINT SEALANT IS USED ON ALL POUR CORNERS OF gg• / USE ANCHOR � Olm wmwm � 'HFATSrItE T M GLASS THE FRAME.INSON TALLATANCHOR$SHOULD BE SEALED.OVERALL VISIBLE PAIR AT EACH SEALINGtFIASHIN%N STRATEGY FOR WATER RESISTANCE OF INSTALLATION LIGHT JAMB IF SHALL W D NE BY OTHERS AND IS SEYONO THE SCOPE OPTHESE HEIGHT' DIGHT I8 1iN8"GLASS LRTE 91N8.3LASS SITE INSTRUCTIONS __ - (PLO) / / 26'OR OVER A3.L06AT19NWH�RE TIRE FRRODUCT IB S —..._l. 3 7w gg� NOT FLUSH TO 7m iRI�IRATE USE SHIMS CAPABLE OF TRANSFERRING - 60 APED LOADS.WOOD BUCKS.BY OTR ,MUST RE BUFFIC�NTLY AINCHOit@D HEICIRTI 32 TO RESIST LOADS IMPOSED ONTHEM BY THE WI I)OW / GLASS TYPES 4&6 GLASS TYPES OA 77 7)DESIGN PR & A.NEGATIVE MGM LOADS BASED ON STRUCTWIALICYCLE TEST PRESSUw_ TAr�x - FRAMEANALYSISANDGLASSPER ASTMSISM / GlAS9SLACl; GLASS017LSUM t80 S.POStfME AGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL! ANNE MC CYCLE TEST PRESSURE.FRAME ANA6.YSIS AND LASS PER ASTM E9388 j 1 eATs titABs 1 urnmsPAc•8 .6smBt�vtpM�Y 8)THE ANCHORAGE METHODS SHOWN HAVE MEN DESIGNED TO RESIST THE 3n8 TSF E9FD ATR@PoCA Itp MfINMUMSCORRESPONDING TOTHE REQUIRED"GliPRESSURE.THE S ----- MASS AWMIEDOR 33.14%STRESSWOREASEHAS NOT MEN USED INTHE DESIGNOFTHIS 14-9frMAX O.C.WVADTH 38 tff�A4s PRODUCT.THE 18 LOAD DURATION FACTOR WAS USED FO RTHE EVALUATION OF 4 MAX 33.476°&CVER(HEAD&SI j GLASS ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITHOTHER y �L DISMLAR MATERIALS SHALL MEET THE RECU949ENTSO MFLORIDA CPENING((DLO) �r' 11HB°GLASSBITB BUILDING CODE FOR CORROSION RESSTAi . 37 0)REF S-TESTREPORTS FTImTMi.3870,M.Sn4;MOO ULTRAOON TYP.ELEVATION OF POA;SIM CREWFLEX NOA;ANSIAF&PA NDS FOR YNOOD CONSTRUCTION AND C�SE�EN1 �� , AOM ALUMINUM DESKRN MAWAL sa PxDOLTcr R13VI3BD SS."pis%withtheMaws TASW 1: - PLASS TyM $$ m Ab -0� •1�' _ wets:• • • Ir•v7a!•t� 8.�• Giese S(tget# `��Q��V1IAN A114�,� � • •i • i i i i i •• AR-. -1 ) GENERAL NOTES...»..»».»»-.-.....1 I/' .:'LCgHSE ,R r� • R PaoB tst No.5sT05 • 6115/15 3 118 FICUPDAT£t�4) » „.t = _ 4 ltmd.lG AR- MB°Air. An-. P •1 g 2 yc = osacrtpam " A83T S UwL l0 11 -Mr -i An-.088'PVB-i AR 8 ANCHOR SPEOW DETAILS.—3 DNS .:a '7 I` 'W' RisLAZlwaa QUAILS . . J F20St9WSKE S 7f8°temLLG{3t18'An-914"Alr-3118"An-. 3M8°An 9 AT Z; • • 7 1.Ki 18 AA-114 At-am SG-3M8'HU 7 DESIGN PRESSIRES-............» 6 9 :�c} '• fiT ORT, �; 70N.VENICE,0FL V LOSY OW 7N� • • B Lemi.IG -1 •Air- An .09V sG-311 B ASSFATBIYOETATLS�OM• -..».48 ,,r<FS...:....��c�; P.o. Box I�ze. .CAS�Ie Ni?ffi D DKILS-LAS&SM 08tOt�1l2 7 ltl IGC -i!4 Ab• ASS°SG- H9 7 //J J StP�Qi'`1'P1`1��\ HOKOLIS, FL t64et+R • sexes • caVe:• Dreg ng No. Rev: •FverxBUT 90YKURARAYAMERICA.INC. A. L�Nrl CERT. OF X". #29"6 CA-740 NTS 1 OF 10 MC�CA740-LPA A "Sm.SENTRY WRARAYAMERICkINC. Rejwm • • • • • • • • • • • •• •• • • • •• •• t INSTALLATION INSTALLATION INSTALLATION OPTION 1 0EDGE ..- EDGE DISTANCE OPTION 2 OPTION 4 INSTALLAMONAI�IORS INT02X WOOD. CONCRE7FNCATU INSTALLATION ANCHORS DIRECTLY INTO METAL � T DIRECTLY INTO MASONRY. REQUIRED PER 2 NT ----� TABLE 3.SHEET9 EMBEDMENT REQU BUCK MDTHATTACHED TO _ 82 �—_ -� TYP.ANCHOR �4A ATTACHED TO TYPE. 18 18 FRAME SILL 10 11 Y EMBPE.NT e - V84TSU7 89 13 3123TEEL 5 1 DISTANCE PER ° 4 8 32 33 O 42 SMS.SEE TABLE 22 23 SUBSTRATE. 20 -- --- 3.SHEET 4. 4 SEE TABLE 3. p 3 SHEET4. OD EDGE _ V 18 84 DADE APPROVED, 3 B DISTANCE 84 MULLION,ALUMINUK ova m«.au 38 30 STEEL FRAMING OR ATTACHED TO — 62 82 ATTACHED TO VENT SLL 38.37 84 EYED STUD. FRAME AAMB 13 EMBEDMENT 1 24 --- wSIBi E Lt4HT YiNDTtI(DCCT 3 6 I` r(L REQUIREMENTS, TO SEE TABLE 4,SHEET 8 mP1lllX4 VENTJAMB OPTIONAL YIdDOYY10R4 12 FLANGE� lv SILL&JAMSS HORIZONTAL SECTION A A VYR4>KwV Bt 11 SEE DE TAI EGRESS FORMULAS: Al.BELOW WI DTH.WASH HINGE:WINDOWWIDTH-13.1!2 HEIGHT JAM NOTES: 10 �• 1 tl f>NI.Y SUB.STRATE•APPROPRIATE NOTES: WlDTH.EORm HWt :WINDOW WIDTH-7-12 _.-------.— V48I1#.8-- ) _ l)WHEIdINSTALLING H13GHT:WMNDOWHEI(G4T-6 - Irk LIGHT -- ANCt1UiRStiBTEDTABY@33F�E14 --- -- - HEIM FOLLOW EMBEDMENT AND EDGE - 6I{NSTALLATION wsfelELI3HTFORMULAS: B DISTANCE LWM ANY INSTALLATION (PLO) MAY B8 USED ON 04OWN OPTION 10'MAX — ANCHORS MAY NEED TO BE W�Ttt WINDCW WIDTH-7 t iT � 1NSTALLEOnMUGHTHiE HEHOHT: HEIGHT BIDS OF AYY. YW�)OW FRAMES AT 16'MAX ATTACH \ /j' FROM PACK SKYE OFTHE Fly 70 FRA&(E 2)ALL WOOD BUM LESS THAN 1-lW 1 AS&EM9LY TUBE CENTERtIdE. THN:K ARE To BE CONSIDERED 4X ATTACHED E JAMB C � INSTALLATIONS, ONS,IX MAY WOODOD BUM ARE �� SEE TABLE BELO AW: DIRECTLY TO SUBSTRATE.WOOD BUCKS —ml �-- 10-MAX. Ad0WWAtwhmR6q*-Wo9eeoh � DEPICTED AS 2X ARE 1-VeTHICKOR �^ SM DETAILA2.BELOW $MeofftNoW IRU A ATTACHEOTO GREATER.IX AND 2X BUCKS(WHEN USED) F Www AAetrop VENT.I" SHALL BE DESIONBDTOPRQPERLY ��,, Yom A 6.68 TRANSFER LOADS TO THE STRUCTURE. I S 02 WOW BUCK OEM AND INSTALLATION 23'NIS, 0 1 38 IS THE RESPONSIBILITY OFTHE ENGINEER > 28'e 1 1 OR ARCHITECT OF RECORD.MAXIMJM 17 SHIM THKxWESS TO BE IN. HOW A 10,0601 2016 18 82 DETAIL DETAIL W-9& 0 1 PROIXXTREWSE0 21 Al A2 9 1 1 asmmidyinsuithgm"s 81 -ra1�.13 W�SD MJ �� • • • • • • • • Y BUCKSTIV, LYNN L��i, •• • • • • • • • -- .' HI SH SM NOTE T �yCENB '•.FQ : •• ltR104Td y. oto: • • IWMAXSHIM ! No.0705 - LM 5/1/115 NO CHAN0E 7Hg58HHIfiT coNCl:ssE.< NT d' XR S SE4VONS&INSTALLATION J RosoWSifl PER ANCHORi�p •, ST� t7t' \�lL: 1070 TEECCHNOLH,QLBY��: TOr • • • • • • ooHe: HZEc6•tR Nr ,, .,co�+0•. {�: CASENf?f�V MDpi Ct*LS-LM&SM 00/08/12 INSTWSTALLAT�ANCH TION�T pHROIUGH VERTICAL SECTION'M '��is`S/p'tlAt-�' '�� oms.DxHT 1 4 i Ste: mn�n4%. Rw-, 1X BUCKSTRB'INTO MASONRY, A t." CERT. OF AUTH. #29296 CA-740 NTS 2 OF 10 MMCA740-LM A ••• • • • • ••• t • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CASENEW(X} ` CASEMENT/CASEMENT(XX} AWNING/CASEMENT/FIXED CASEMENT{XX®} MODUCTRSVISED _ a«gn�r�O wl&tho F --�6 �— 10'.SEE NOTE 7.THIS SHEET �� jmDy{�•r✓ FIGURE 1:IE FIGURE 2: 740 S73s i�j°" �// > P •� AWDOdG / OW By WINDOW l/{� /fi / —0AME ASSEMBLY�� IIEIC#II' 7 `fid // TUBE FRAME ABLY Tt1EE NOTES: SEE NOTE 7, _ 0 1)DIMENSIONS SHOWN ARE LLH � 7HiR SHEET �y 740 SERIES \ TOP-TO-TIP DIMENSIONS FOR EACH dIP'I -� INDWIDUAL WINDOW.FOR SIZES NOT WINDOW / SHOWN.ROUND!ETD THE NEXT to gyp{ WINDOW ..-• I I / AVAILABLE WOHH OR HEIGHTVVIDTH .� 740 I 740 E DIMENSION SHOWN ON THE TABLES. �a FRAME SERIES ASSEMBLY SERIES FRAME 2) 1Y 740 SERIES PROWCT w CASEMENT `ASSEMBLY (CASEMENT,AWNO40ORPD20 C) WINDOW TUBE WlSNL m E TUBE �`� CASEMENT)MAY BE ATTAOHEO TO THE FRAME ASSEMBLY TUBE FOR / ~ 740 SERIES ALL VONDOWS,USE THE WINDOW'S NOA FOR ARAGE.SIZE AND FDC®VWtdDOVNED DESIO14 PRESSURE LIMITATIONS. O . `SEEPRODWTwSNOAFOR 3)ALLVMOMINTHE a Z I CO �/ INSTALLA710N SPECS OQMBINATION MR MUST BE ABLE TO �+�y 7CASEMENT /� �/ REQUIREMEN SOFTHEIR -✓ --- -- - RESPECTIVE NOA a ?^ O o F— \ i 4)FRAME ASSEMBLY T1 TO BE �� $CD z 740 SERIES 740 S FASTENED TOWYIP OW,ASSHOW IN LLJ CASEMENT FOR SINGLE UU IM: AWWO4 VVI VRONG OMIET'L�REW,WITHS USE THE SN. AME CO Z 1)[ TEtOAINEYOURWINDOWS�E MIN.#12X1"SMS SPACING AND QUANTITY AS THE � � a � ti \ r AND GLASS. N H jTHROUGHtj Fye OPPOSITE E FRAMER —p O ..w 2 , 2)INtOWINGYOURANCHORTYPE 1 FRAME fj912," Y NO EXCEED {�1Y •-1 ( &0 V AND SUBSTRATE,OETERMfNE TUB A r M Y61A OR BE „J YOUR ANCHOR GROUP FROM MRN.#12 X USED IN TEE OR ORQ8S °')L vTABLE3,SH UT4. 1" 740 SERIES T HROUGH CONFI TIOft 3)FROM SHEETS N.FIND THE THINOUCA-1I SHEET FOR YOUR GLASS TYPE !INSTALIATFON WINDOW CASEMENT I HOES 8)THE FRAME ASSEMBLY TUBE 18 r $ FW THE PRESSUPRODU[CrMDESIGNE FROM WETABLE I7488EIBES FRAME 7489ERIE8 R3afE8 THE SUBSTRATE,ALLEXIERIORREWRED TO BE O"M� LABELED`DESIGN PRESSMCASEMENT EXMRIQR ASSRMFLY t 10W 740 SERIES NTS TO BE SEALED BY Ob51 u 0"FOR SI GLE MNO011 ALL WINDOW �j TUBE EX._. O$ FIXED T)FOR ALL COMBINATION UNITS. 1 •,uuggtC 4 ASR GROUP": _ � 'CASEMENT ADDITIONAL INSTALLATION ANCHORS 4) SHOWN ARE FWR!-c4MfAL SECTION C� _ WI4UC THROUGH THE WMIDOW FRAMES AT TIP-TO-TIP.FOR SIZES NOT � MAY NEW TO BE INSTALLED ! "— 10'MAX.FROM EACH WE OF THE _J SHO,ROUND UPT'O THE NEXT FOR EACH W MM RN A YERrICALLY DRHORlEONTAI E.Y ABY:_ NERVI,SECTION D•D VE'RT-AL SECTELTN" a-a-• a _- AVAH ASI E WIDTH^OR N r - _ • • • • CSNWLWL BELWY: 0100"SH" THE 1)DETERMINE EACH MVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 4&$THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM SABLE 3,SHLW 4. •• �� OMIOonoub �.• p�H LYNN ki TABLES •• •• • • Ase TAG FA 2jFRDMSHEETS",FIND THE SHiEETFOR YOUR OLASSTYf 5)USING THE TABLE LABEL •• ••• •• eo%TAM A B,at10 �87DS '14I9�JOWANCH REQUIP�' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED *aE$M PRESSURE(PSE)FOR WI4r=M ATTACHISD TOA MWIOAL FRAf14E ASSFJMY TRATE° OR'OESIOAI No,r (TABLE 2,SHEET 4a DETERMINE PRMUREpsnFOR MIDOR6ATTACH-rDIDA H01Pt CALFRAMEAS3EmYTUBE; DEPENWNOONWHMHWAYTHEFRAMEASSENWYTMtSORNENTATED.•THIS _THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WMIaOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-W. - 1 NEEDED IN THE HFAO,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. ••• •�• ••• ♦ 7 i ��'. 771 D !S 'Vj JAAm OF YOUR VIII YN. S ATE 8)IAISTp1L AS PI THS 4)USING THE TABLE LABELED IVIVIDDWANCHfORB RLOUI MV(TABLE 2.SHEET 4,DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEO%AND r••i ~ • A C&D �'{�C•'•.FLUR10 .• •'��`• 0)INIITALLNSTRUOTtid3ERTHEEf2. YOURWINDOW. • •• • • • • ;ls ......... \N 1:1• O)INSTALL AS PER TH>E IA MWTEONS ON SHEETS 23.NOTE THAT ADDITIONAL ANCHORS THROUGH TIS WNDOW FRANK ONTO THE SUBSTRATE MAY BEREWRED(SEE• W-2•$ i ��is`/�+)��1��y�,� , SHEET 2),AM THAT MIN.012 X 1"ANCHORS ARE TO RE USED THROUGH THE FRAME INTO THE MAW ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET), A.LYNN wuxry P.E P.S.NSB908 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: TABLE4." WbidwtAnehafeRequtmd JaMbSnabberLoCaliolls FRODUcTitm-I D �) Pvs (Bees as COMPIViRg wilb ftFINI" vnder2t• 2S•1aFta• $341T35" 3T >�d ft 15-0 g�•-fir, Hpwp AMwrG" AMwr AnOW c , Amhw (types 11.4 s 8) (types Z 3 A 69y Aron Date A 8 CAD A B CAD A 8 CAD A B ffiD A 8 CAD A B CAO A 8 C& NO Jamb 2 2 2 2 2 2 2 2 2 2 a 2 9c 7 Head86 2 2 2 2 2 2 2 2 2 2 3 2 2 9 2 3 3 3 3 3 3JRa*dwd emh e9d A ikMuot Jar4V 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 max O.C. 2811x98• F8md18&1 2 2 2 2 2 2 a 2 2 2 3 2 2 3 2 3 3 S 3 3 12 area.k m 12'max.kung 8, iffb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 owt89" ewhwA30' mob eMA30P Q He 2 2 2 2 2 2 2 2 2 2 3 2 S 3 2 3 3 S 3 4 8 max O.C. teex O.C. � Jetob 4 d 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 8 8 "moo BUTACI�BY KURARAY MiERrA,M. ^a HSM 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 8 S 3 3 BE Y KURR RAY AMERICA,NO. t1 p°B Jaeoe 4 8 4 4 8 4 4 8 4 4 8 8 8 4 8 8 4 8 S 4 ci HwASM 2 2 2 a 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 S �__ }- JaaNa @ 8 4 8 8 8 4 8 S S B 4 8 8 4 8 8 4 tALLWINDOWS PERTHE fn z() $ 2 2 2 a 2 2 2 2 3 2 3 3 2 3 3 3 3 4 Q�� A� SAMPLE CONFMM7xM- Job 8 8 8 8 8 8 S 8 B S 8 8 9 8 S 9 8 8 8 8 8 2 2 2 2 2 2 a 3 2 S 3 2 3 3 3 3 4 3 Zp.•(p, X J Q Jemb 6 8 8 8 8 8 8 9 18 8 8 90 8 8 10 8 S t0 FOR _ 'X �X !x; Ij � Id re H"m 2 2 2 a a 2 2 2 2 2 1 a 2 3 2 9 S 3 3 S SHOWN,ROUND YE TO ! LL 8 8 8 8 8 8 S t0 8 8 !0 $, 1 8 8 }@ S S 13--S THE NEXT AVAILABLE H 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 9 3 3 LL 3 3 9 WIDTH OR HEM X (� � � •d *Ab8 8 8 8 /@ 8 8 t0 8 8 40 8 8 f0 8 DON SHOWN ON 11.1 HUM 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE J X (f 6 U) t4R cy TABLE 3; i w min. kIn AtW- JtAMiPL51:FOR WINDOW COMBINATION SHOWN BELOW,7118'ANNEALED SO IAMB.GLASS, X O X X x IMP A.I. 8nbs a Edge O.0 Etabelkrtettt ph" 9!d•k 4aYAPlGHORS PITO CONCRETE,+701.80 PSF DP REQUIRED,NO A PLATE -- �r� CA Dk tanoe Ce7 _-_-- 914°eft NOW wool 1' 1- No p,N ((��'''�' 611 S. 5 13B' No A)FROM TABLE 9,ANpiORB C A D ALLOW A OP OF+701-M ® o A 914,aW SM8( Akan. .� O ,A I `�-p ..� 43: w '¢ a 814,41093 SM8 A�8lM 3I8' 8)FOR THE JAMS.FROM TABLE 3.ANCHOR TYPE C HAS THE SAND SL 18TRATE s� 38 SAP 813' .039', Cie. DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE, � S.Pim rr/Jr 3' 1 w 0 8 992,swW SMS((* IS3AB 818 C)FROM TABLE 2,@ ANCHORS ARE REtflII IN EACH JAMS. 6r9t2,4I0SS WS A33 Skeet 3w ow ASO GIL D)SIMILARLY.a ANCHORS ARE REQ127 UIRED IN THE HERD A SILL w 2- A � M"BIeN t$kaoell E)DISTRIBUTE ANCHORS FOLLOW 00 CUDELINES FROM ELEVATION ON SHEET 1. {l+�18 10, n�, S 1' F)PER ROL 8ON SHEETS 2 A 3,INSTALL 1 AODnumIAL ANCHOR ON THE FRAME ASSEMBLY O 1513` ee TUBE SIDE OF THE AWN=(HEAD A SILL} �4"� `{d' 111 ")4 992,sw SMS(OB TA 0713 es �A or 91$49098 loft Va a. 1 } a ff)}EDGASEMWANpiORSR8E6SEPERATENOA): Bt4atW BIAS 3' es- A)FROM CALLOW ADP OFf74!-SSL- - - • • s • • •• or OK410098M8 Stwl 4s 9V • • • • • • ��t ANS 93 18 0e. Yes 8)FOR THE JAMS,FROM TABLE 3.ANCHOR TYPE HAS THE ANCHOR AND • • • • • • 13 2B" ,�� q�V LYNN a Cdrow& m SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE •• i/�1i • :•J •• .� q�.. S• )�1eves D Ile stmt IRwm 2• OotmR10 1.114 e8 C)FROM TABLE M 8 ANCHORS ARE REQUIRED IN EACH JAMEL ��•• \ ••• 2tt2° ye-87r r No•GBIUS ` 14'41089 D)WOA CY,3 ANCHORS AIS REQUIRED Irl THE HEAD A SBL _ CfeNRex 1te8mat soak Z-VT8• 1- Ido E)DSTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEdATION ON SHEET I. • • • • • • r •, o . 3,5k Cwww,a 1-tt4' 9 "etm7l%waoat F)PERRULESONSHEET2.INSTALL1ADDRIONALAIMORONTHEF • 4' • • • 4" '0�., E :',41, Pk P 21 Bbo t9a d il 2° 13f4' &S&4o� (OR.OA. F ASSEMIXYTUBE BITE OF THE Mm msWIT(HEAD ••• ., 2� • • I `0° 0 �NOTMssIQNAL_V C��• 1)AMM MAST EXTEND A OF 3 THREADS BEYOND ANY METAL SUSSTRATE. 40" P P.E. 2)MC HORS MAYBE>EXHM.PANNEAD OR FLATHEAD. ••• • • • • Or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . ..• . • •• • • •• •• • • • •• • •• • • • • • • • • • • • • ••• • • • • ••• seLB nd •S1t83 IHt03tfU3S01WEkfOd4L38i4S338tL '3'd' 768V IttVl.)rVr 'SNOILMMUNDO luwm TOMMY v0A vZakQ {t ��1 ibiyp�� •'• •'•lio •'• ••' •i i•' w r�7 0 3,y 8 v • • • • • • • • • $� ®f • • • • s • • • •99 • ��l E 48 f+ MP. 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OGA1+ + OGAL+ -�' + +- 8a'IBL+ -65'Af+ �'fOL+ . 86'A1V:+ _{�'AL+ �7QL+ gi'8�t+ g8-p6fa �-,BLa_ .4Z» !� avo a aeon a aver s v 010V a avarr a avo a v a a e v N ctt o+ v *-aMqW4 damw4m fapsw 10 'D .t£ .9£ apt££ .� .4f£LLf9c� £L�aun G' ma z a6aM�owaAA r) r of owl l ssvewsj neotusweavOe M�tl�6ieA a+d t p z n .9318V1 Q° m W '8311LLmno am SNOU.V00i NOMM AP rn H0d4e 8133H8 933 9 1+ L'L9-f+ 8'88-7+ 6£x/9)+ C84-AL+ e'9a•AL+ 09-Wt .9L CA 6'08-x8+ 4'Z8 A8+ 8•tL-A9+ L•LL'AL+ Z•L9•AL+ 0"1.+a H1NN4 t'OkA#+ L•9L-M* 9'&M+ £'4 MA+ Witt* WAL+ CM+ rnawanwa f + Z'BBrLc Ac+ 9*9971+ s ea + a�Ae* 90m. Erol+ AE+ SOMAL+ SAL+ 06.101+ abm+ 09•AL+ OSAL+ ARM 1tfE1t3H + 06-w+ am+ 06ju+ OB•AL+ a6•AL+ am+ /SBM OM+ wMA* W100 W10L+ OB•A 0 *6906* a�/OL+ 06401+ 06,v + Lg + Oa A1+ SAL+ �•AL+ 0a•Al,+ �Alr p6PpL9 ,APO 'o4n'votws3�av AV21tl31f W A9 .Lna=.9Ad. , �£ S6 .Srt•£S ,4h'Lz .96At•SZ CPU st'PatSta- ! �a""` �a (W.M-8014 MO'-NV a 4-t& WL- 6} 9u,xraw� �Nb 8/L-9Ad.OSU'-NY 8/6)IPVh+I a9 4/S a ,u�v av'.w•wft 9 m 0"e o a3s>Aax ianaoud :S3d t!l s3�vl FOR GLASS TYPES; TABLE S. a Da:p t �r •All 2)7/18"LAMI(3/16 AN-.09W SG-3/16 AN) �P 1 1 1 BO"e SENTRY KURARAYAMMCA•INC. mdN23° 25.18!18" 27-4° I 30° 33•!12' 38 31" )7fe wdier23" +MUD +=-139 4811x130 +044 *201430 40M.13D +W30 W in -130 +GW-tW *Mi$D +Wx130 48W-130 +941-130 +9W130 MEICA4T WlM +80-130 +eW-130 +80-199 +9W 130 +1 -130 40430 130 +80-130 +0-130 +W130 *W-130 +1 -130 t8W 139 0-130 48W-190 +80.130 +M-190 +=190 +9m 130 +Bm 130 -o.� �•a-- � rc Q 0-130 "W-13D +80-130 +0430 *80-130 +9W130 4=430 wom130 +4•F-190 +W-11 A *W-13D *807.1 +W-130 +0W 128.8 SEE SHEETS I&4 FOR -130 +00-150 +g0-1� +m41" +g0-120.1 4aw-22.5 +10113.8 AN�13D 480-' +0m130 *8C-130 +801-124! +4 -1IOCATKNkSANDOUANTIT�B.0-130 +8W930 +fit'-130 +80!•1w +80-7184 2 Z ca TABLE B: � O Deft Ptaeat m**bot WWdaws AOadWt*a Ya tIcW Rama Asswd y Tube O J LL. �aWl� Z w0i� ua�tzs $° 27•W4° 30° 33.14° 35' 37' a � Amchor A GmW A041tar G" And=GroW AWw G" Aacl*r G" Anow Gw* to 04 vy A B C D A B C&D 8 AC&D A B CAD A 8 C&D B C&O A B C&D O ® Bh 0ffiat23' +74.99 +7W9D *7080 +7090 +7W SO + t7P a7�80 *70688 +MOD +7t'-8D +7•.O +7 •90 +7" +IW40 +701V :701�L -*7W4;D-- -+M4)0- * Az 25.10!8" +7M +701-0 +79-M 47096 +7W-W +7W90 +701-10 +701• +7G� + 47&•90Sig +70190 *TQf� +701.90 +701-96 +7" +7�$0 +7�9D +7d� 8 `p tjy z 311.3(8" *7m +70'•71.6 QW-90 *70M +7081 *7W.0 +7W-90 +7W90 47090 +70x80 170 8 +70P•� +TC-90 t7D90 tTQR9D +TOi-� +7019p +70)�W +701.731 +1.67.3 +?W-20 470JV 0.848 +7w m +701 so +74r4 174.80 1701-0 47.67.8 +701 +7D.� +7�-90 +7�•� +701� *7N q.8 +iOV 9053.6 ' 4493 057.3 47WM QWM 0.8t.4 +7W90 +70790 +7W90 +7090 170!90 -7.83290 +7W90 +7W 9D aJW�2 +7W-D 470$9 +70&1.3 +7Qi4m Ct 60° 4/•M.8 +x�.8 +70587 +70x90 051.$ +7d-91.2 +77g� +70-75.8 +70f ! *7fd89.8 4 •70.20.3 070)78.8 +701-� 47IX-752 4701.90 +761.90 +70`74.2 +701• w z 85.3 0 98.5 t7W 748 +70-90 +T�71.6 +7W 90 +7�-8&6 087.8 +70x1 ": y ( 0 295 60 & v AME c G R FR X. -� _ ASST LY TABLE 16: 1MMA � TdBE DedtPmumips0tiorWa ARachedtoathielFmmiaAaseOtl TuWr- T- N N 1Aa weam 84 bad023° 2$lW18 27374" 36" 3372 WD WIQhIF _0 HEIGHT -ASSEMBLY At" AMw HEIGHT } (¢ IIChOi &1101 Aea[ha! d ' Aatha TIS IM� u O C Aad1m 6ratP AmchO(it•p A9 AD AD AD B C&D A B C&D A B C&D ow Gfm Glop G" WMAX -1-071+ Aa s 14 IF REQ. arm 23" 476• +10-93 + 4 +70/-8'd-1 +70-90 +70.90 +7076 6 470 SO +7!8-80 +707.74.3 + ADDITIONAL o SEE 81ffi8TS 18 4 FOR W7NDOV9ANCHOR 2s.iw " +?Uia +70!•80 +70x8D +707.80 +mAo a7D•so *701. 6 *707.00 4IW410 +70-84 +7W40 40140 • ••• - 88 -- - - - LOCIAUDIMISM - OU -W)b +7W +70M +70.90 QWW +7WS +76-90 +M41D OW40 +70x91 *707-8D +7940 • jR =Tkiogmsr.-imem�' y 14r +701.90 +7091) *7090 +7M +7W4D +76-N *M.90 *70-4 +701.0 +7 +70790 470.80• 1 M� • •i \� �V IYWPI tNj��68.878° 473r-lm +70-90 l W-W *7W-90 +7W* +M.% +7090 +70790 +7WM +70-90 +70x89 +70.80 • • : C5N8 P ••• •• • • • •• :' J F r +73-* *JW9D +76.90 *7W90 +7W.0 +7090 +70.80 *7W9a t7W4W +7W-0! +7098 +70.90 EE 9WET81&4 FOR N11NpCW A �•: •..X e 83" +76 +7090 +7W- +70-90 + -� 170 -7090 47W90 47W 9@mmm *707-80 +7090 LOCAT�P4S NO QUANTITIES,BEE SHEET ryc?' {4p.5$705 72+ +70'49 t7W90 +7W90 +7090 +7W90 +70.90 +7W a70V +7W90 +7W.00 *7W86 3Ea A oAoiTHE AiEAssp 76° +7Y 90 +710.0 +70.80 r7090 -70190 +70.80 +70-99 -701.0 470 ,7090 47000 TUBE. • • • • • • • • • • O 1• 84• *76a *7W90 +7W90 +70.90 *WE s70 • • • • • • e • • '. E •g'g/ + e14F�a�moaaAL6AwPL�cwty RATK�as. IA 2)SBE 8I4EET d FOR BDB�<aTQ t�tRf&. P. 887@8 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • rAeLE 1: FOR GLASS TYPES: Dss"Pmwum 0*0 fa SUN&WWM,Al AndW QM pn 3)7/16"LAMI(3/16 HS-.Off SG-3116 HS) PRODUCT RL'VI.��v06ltre �complying 6tmlda vjhdmvvm 7)7/8a LAMI.IG:(3/16°AN-114°AIR-3/16°HS-.OW SG-3116"HS) >mt�,vlr 16- 1 undm23' 2$96118' 27-W s8' 33.917 35 3r 9)7/8'LAW IG:(3/16"T-9/4"AIR-3116"HS-.0"SG-3116°HS) � �$ t a W 2r +8&430 a Bg M t9M 130 +W-= +=430 +MF-130 +W 130 •SW-89ffW LA Y KWiARAY AMERICA,010 2516118• 4MI30 +1 -130 +W-130 4901-m +=.130 +901-190 +W130 38318' +W130 4(01.12 +001-130 +•U-130 +0-00 +W430 "111-tIll 48' +9.430 4W/-1W +=-ISO +801-130 +9W-130 +Wilfto +8&-130 60208+ +98.930 +21438 4901-130 +!01-180 +10.01) 41V-130 Wap �---. . W m� 181.130 +901-9� +e•-198 +=-930 +101-190 +801-13D +W-130 (i 83' +(01130 +901-130 +90V--930 +9•-130 +10 130 +8-130 +901-180 IM 72' +10t430 +W1130 +ON-130 4901-130 4801.130 +W-130 +9W-130 781' +80x.130 +901130 +80-4990 +96/1 -130 4W-130 +90b130 L 84' +8 woo +8&-130 +80!-138 *W-1� +801-1 WID7H jE SEE SHEETS 1&4 FOR W V L�9�auanrriEs r 42, r p 1 XIX Pimme(ps0for Whdam ABadmd to a YeAk•Fmm Aw" t1 Tuba ® 117iudmrWtdh J Z lmder2r 231&18° 274W W. 334W 35• Sr AWAm 6i W ArAt%eM* Anchmtvmq AKW&OO AftetW OMthm AAG w w" Aft" 04 A I8 C D A B CAD B AC&D A B CAD A 8 C&D S A,C&D A B CAD o� } armec23' +78-98 +70!-99 +70V-90 +70/.� aMM- -=43 tWa +?Or,% -+7&.W +7�dD eT01� +78�� t7N� +70(� 4AY-90 x71790 t7�•l.-_170140 +7�•9D +�� O�_ _=) 8 2&ISFW Om 47&40 +7&-0 +MOD +70190 +WM 4700-90 +7tg40 +V40 +70140 +7&90 +70!•2 +7&.W +7&40 +7&40 +70-W +7&90 s7&•2 +701-80 +7(d•� SW +7x•00 +70141.6 +701.10 +7&40 404 +701-90 +M90 +70090 +7043 4M-SD +70140 +7&a +70098 +701-90 +W40 +7&40 +T&90 +MOO +70190 +781.90 U9 ffi 4r +701.731 +/9.3 +70190 +7" +M fl +7(.90 +7&•90 -M40 +nM +M-0 +701-U.8 +W90 +79.2 +70090 +70ta +V 20 +7W9D +W90 +7&.88.11 +0.91) W S€$ W6V +149.3 41-K3 +70190 -W40 +1-81.4 +MM +70090 +78190 +74�W +MOD +7111-832 +7(991) +70140 +70f-W +M-W +7W4M2 +7040 *M40 +70144.3 +7W-W (� � � z C'a SO" 0.01.8 +1458 +700847 x90/90 -4-51.8 +7&-8'1.2 -W40 +7&45.9 +7&-W +701$98 4700.70.2 +7002 +701W.3 +7&•78.8 +W-W +7&-7&2 +7&90 +7&•W +701.712 +70-W W LU h 41 S�7 +/di 8 47&40.7 +W4I 5 +JW3 +701.77 3 +70190 +70 02 3 +7d-W +78186 3 +b609 +Tffi W 4781.78 5 +701.74.9 +70190 +71g�9.8 +70f-W + •80:5 +1.80'.8 +W-W s� �(/� �� w .� FRAM _J TABLE 13: 10'MAX. ... -i �._ TIRE Das16n Pl�s�3 ttaSDrVd0u1aa8 Atlaolred to a Hodc0ldol Famm Aan4mbty]Y@le � f n � (�I} vwndaN wift O= FRAME 2' 1611 WMSHT M l i_JIJ 25. 8" 21-W r 31 33-1IT' 3^ 3r "E 11L�liT SLY HST J` i AMa An*" ArOm Army Anchor I MA" Go* map GP G-9 slap mmo AISOmm An wOla" � I y ADD1460NA1 d a A0 A9 A9 A9 B A,C&D A B C&D A S C&D 1&Mm -�I yIDTH a 4 uadm2r +7m•W +W-W +7Q'-W +781.80 +79-66:/ -7*:O +W-90 +7W4&5 4W-W +7 +W74.3 +78!90 ADS SFE SHEETS 1&4 FOR VW4DOWANC*M 2515118° +Tor-" +7&�2 47&•90 47" +W40 +7&98 +78/88.8 +7w-oo +70.90 +701$6 +7040 +70140 ••LWA'IONS�QYANitT�S,�E SHEET -- •3MORWNWITIONAL WOMORS - - -- 384W +74'40 +7&40 +7940 +7&41-1 +W." +7&44 +548 +71X90 470190 +7�� +7m-w 4 • • QI�TIi�Ft0 S8El�LY lilt IIII �" -70-90 +7&98 +7&W +7& +7&� " +7&90 *7&90 +7&•W +T&9D -701-M *7(N 2 +70190 �}+ •• •i T i i• •• .`�q�C�lp .lYNtd g9tl��fi,�'' 0*"r +74'40 +7&2 +7& +7&W +7&40 +7&W 470190 +7&W +70h10 +70-40 +7tY 80 +7N OD •• •• • • • •• �a �' 9 W' +7md0 +7&98 47&40 +7&•90 +70x•0 410-00 +W-% +701-W +111190 +IW V 10)190 +70/90 SEE SHEETS 1&4 FOR VONDOW ANCHOR or +7m-W +7&40 47&•2 +7CV-W +74(-% +7&90 +7&•90 +7&•90 +7&80 +'I&-90 +?&a +?W9p LOCATIONS AND QUANTITIES.SEE SHEET �c f tom.55705 _ 3 F OR ANYADD1TIONAL ANGKORS 72' +701 2 +7&40 +70140 +7(0-00 +70-90 +7&490 +7&•W +7&-2 47&90 +7&•90 +7&S1 t7&90 REQUIRED FOR THE FRAME 5E 78" +7m••W +7&40 47&98 t7&-W +7&-W +W4)0 +7&•90 +7(&4-50 +7&90 +7&-W +7&-W 4701.80 TUBE �• • ••• ••� ••• ••• O�T-UTIE-115 8d° +7p gp +7&90 +7&90 #70-0 +7&98 +7&� ••• • • ••• •• • ••• • • �T''•..ST '4��` • •• • • . • • • • '.,F ca. NOTES: ••• • •• • • • �, $'S10 �� 13(1EHaF m4I=ADWIWLSAMPLECONF&alMUMS. �'A��''`` 2!SRS461"T4t0R>;I R x8016 ••• • • • • ••• • • • •• •• • • • •• •• � s FOR GLASS TYPES: TAME 14; a 6)7B'LAMI.IG:(1/8"T-7/16"AIR-1/8"AN-.090"PV8-118"AN) PRODUCTIRMSED Moto WeWn W br WIWO ,AB AnotwtQcUps a" yfp8 wmdo Florida ' WAWAMVB BY KURARAYMMWA•W. ,cpft S.o5m is wdm2V°I 20.15W 27-314° 30' 33-IW 3• 37• nim J2DO wader 23° +70690 +78/10 +70190 +7690 +70190 47tF49 4740 Bt 25-1&W +7d4D 476 +76401 +7690 +lar-0 +?W4)0 +M40 ProttucC MW +700 +7680 +7W.W 47W-W +jai-90 +7ara +'MM 4r +740 +7" +7690 +76430 +7W-00 +Ma OW-00 �+ 175 .9� MV +70M +7680 +WM +701-40D a7WWO 701 +7680 p° +7 +7WW +781.90 +701410 +70140 +7W43B.8 +70144.0 w 83° +7698I 7-86 +78140 1 +76.80 t7W4172 +7664 +76788 -! 72° +T6 W +781 +Tat B +7661.5 +80x70 + 140,4 + 687,8 78' ++76.80 "M +701.88.3 +701-7&7 -M-92 +W-0.2+W-0.2t +683.3 LLB 80 84' +76•@0 +76410 1 +768'1.3 1 +670 I*wms.l I P1a7kSMSHEET gANCHOR 0 hhhc!) atl CCtt LOCATIONSANDQUANrM. Z + T+�+•E� e DwW Plass m 0"for Vftk s AMWI to a Yam"ot Fmma Mom*Tube mN+I{adoW Wfdga z _ u 9 27.314• 90° 112• 3S % coAmAtwftW AsaftwGroup AnolmGRwP An"$" mwwe" 4aATmTemo N LL � A B C D A B CSD B I A,CSD A B CSD A B CSD B A,CSD B A,CSD P r 6tj wWff23• +7690 +70M +70/-06 +76190 +7680 +7th 47680 +7640 +7W410 47" +76.98 +7W-W +70x-+10 +76M +7W4D +707.90 +70x•90 25-16H9• +76.90 +7640 +76-00 +70190 +7W40 +7680 +7W90 +76.90 +7W40 +701.80 +7W20 474M +7640 +7690 +70/410 +7600 +7693 +760 +7690 018° +7690 +7W71.8 *MM +76.80 +70M +769D +7W-80 +7-80 +76.96 +70146 +7WW +7680 +701.90 +7d W +7690 +7WW +7014'31 +Ulm +16430 � �CD (n z w +7%•78,1 +131.3 +7686 a701M +1. A 476.90 +M40 +7680 +7640 4m-w +76437 8 +7690 47W9s +76.78.8 +76180 +7-80 MW +76.88.8 +70/90 w a`y 8D-818' +/-a3 +184.3 +76-00 +7690 +M4 +70M +7W90 +7690 +76.90 +7W40 +701-a2 +7W41D 07680 +7W-748 +7W-W +7W-M2 +7W90 +7.04.3 +7680 S2 Q° F•• 80° +1.06,8 +14.8 +764k.7 +70!-SO +1-53.8 +76.812 +M-W +76.76.8 +7W-W +76.0.8 +76 702 +7690 +7th 3 +!$2 9 47-90 +76 5.2 +704116 +76*11.2 +y WA w j a Z 83' aJ40S.7 +143.8 +76.80.7 +M-48HU +W.3 +701.77.3 +7690 a76J2.3 +7690 47680.3 N96.0 +7WA0 a7DR78.6 H•S9.tF x76.872 .8 +7684 +1.87.8 +76-798 J FRAAAE .J `j _n w U VF MAK --� _ AB AIBLY j 0: W T 1. o �, w Da6baa Pmome(608!07 F16tloaw Atleo7md too HotiomW Frame Aaswbb TUho kE46HT n Vkd*Wwift urtder23° 28.18!18° 21-W 30• 33.11* 38' 3r 608706 FRAME WNDOW( ritL iT MMT A88Ek011Y YNDTM iw10- ANCitOR 55 �a nm NOW An*w ANOW "fw AamtmrDw09 An tmr0+a* ko" Tuni4b RED o 13-0 on" a A,08 0 A B CSD A B CSD g0°Ngyl, 9EE 8HB6TS 1 S 4 FOR ANCMfSR a Aff Al AD ADLOCAMON9 AND QUAHTMIM SEE 5HE8T o a ml�r23' +70.80 +764 + a +70+46.1 +76.90 +76&0 +7678A +7016 +76.90 +M44,3R+:6:1119 OPORANYAWMONN.ANCHOt83 25+13116' +70410 +7W-8D OWN MM +7680 4701401 +7688,8 +7690 +76.011 +7684 +7640 • • AEQUW�061'BiTW%FRAWA> BAY _ QW-W- +M-W +76� +7W,% --477W-80 - - (41,IP -• •y • • • ti / 4' aTOR� +701 +7696 + + 47690 +7640 aT64� 0701 90 ♦76.90 +7680 •• •• ••i i i i•i •• ` ��(LYNN Ap�/�'ii b0•W +70-80 +7W4 0 +7W4t0 +76.80 +MD +7690 +7690 +70146 +7680 +7690 +78190 � �• • • • • • • • • `�� ,.•�N�'••,F��ii WOTH ••• •• • • • •• J .f w 4-70E-0 +76430 +'M.98 +" +76.40 +7690 +76.86.8 +7-86.8 +7688.8 +7-84.8 +7684.8 E SNELR81 S 4 FOR tMNDOW ANCi{OR w +7 86 +76410 +7680 +7W-M +7-87.2 +76.87.2 +7W84 +701.04 aTW-04 0701 79.9 +7W70.9 LAT AND QUANTrrWA SEESHEET 1��:• 7 72° +7340 41W-W +7014%8 +7681.0 4tW.70 +W 78 +8688.4 +�-W +8W$9A +80!-07.8 +BP 87.8 3 FOR ANY ADD(TEONALANCH M �p�78" +70+400 +7680 +70Ff.3 +7Wa8.7 ++8!•872 +86$1.2 +fit m +80!•69.2 404" +8683.3 +BW�i 3 REQUIRED MR 7% Y ••• 00: ••• ••• 11 t® tT:1�;z ;n 84' a7�J +76.90 0701479.8 +6%70 +w•Bf.6 +86.84.6 ••• i • ••i •• • ••• i i '.(��.. F F `Op,:•��: 1 w4F6tAUDiTWNALSA6A+i.EC ATOW. �{lert 2y m%w-T 4 FDR80U88ER P.Nk • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AB FOR GESS TYPES: TABLE 17: pROnULT REVf3FJJ 6)71W LAMI.IG:(3116°AN-114"AIR-3/16"AN-.090°SG-3l16°AN) as vty u»t4a+iaq onianPte an(poty mr4b Wadm A9 ArmW GmW 8)718"LAMI.IG:(3/16°T-114"AIR-3116"AN-.090"SG-3116°AN) A te, is-0 l3 ymgy nam IS m�'23• 2&18!18' 27 4" 30' 33-VT 38' 37• "St4"=SEISfRY SYI{URARAYAtdERICA.OZC. modal'2T +BW= +W-130 -9%130 *M-130 1tgQ!•130 o f-930 +x-,38 28•tShW +8-130 +>W-130 AW-136 *8-130 +W130 4Wi3O +W430 38311: *804130 +8W-130 +B-M *801-139 +801430 +8-tm +tMp m 4r +8O m *8-130 +9W-130 +9-130 *9-130 +8-i2Q +W-130 su8w *8W-930 +9W-130 *W?-M +8-130 tw-130 +90h1W +OW-130 DOW or 1 +99-130 *9W-130 +8-130 +8-130 +9W-130 +£-1M +OW13D HEU9HT or *89.130 +8-130 +8-130 +9Wd30 +89-130 +w4130 +WISD co 7T 49w-im +8-i30 +8W--139 +W-13D +W--130 +09'124A +0.115.7 t!g ui 78• *99.130 +9-930 + 9� *9W/+� +tIOFY�2 +BW 198.7 +BW B.B -.4 t vwm ,, I` 84' +8011 +8-190 +�118p +1�I 430 +9W-118!4 05 (d} ELI 05 SEE SHEETS 18 4 FOR 0 Ll7 MNdD09V ANCHOR LOCATHM AND QUANTITIM z J TE 1 . v I Lo- {) Pte9 M 0841a WNut w A9gcbW to a Vs4W FWM Ass4r01i7 hubs 0 0 4' g7laHo1V WMh uttde 23° 2515118° 27.314° Anehar ll" Anel t An da a AntAa Oroap Agctgx Or4o A3e6a Sraogf Antl3ar{Sapp to :scco A e C 0 A S C&D B AC&D A 8 C&O A e CAD B AC&D A B C&0 �j Q •• g3tliSt 2g• a7A139 +79480 *701-96 +79.90 +70d9f +781.80 -79.90 !7980 +7930 a79.� +79.90 +7x•99 +7930 779 *7&•89 +7930. .-7930 +7980 *7930 +707.80 28461!8' a7N +79.98 t78f4W +7990 +7930 t7W.9p x7990 +7930 *79M +7930 +'19-90 +MMM +T9V +740911 *7990 +7990 +7980 *T9•0 +7910 tW40 Q �_ • +7V� +79 T1.6 +T9 +7a3D + St -7930 +7900 +5 +7090 *79-90 *7990 +79.0 +7-90 +7938 +78.90 +79 +T9 +79•� o79>D elm 98 Y u 48' e7@-731 H T.3 +7996 +7990% 17990+1848 +W4 ;mw +7930 +7990 ;M0.8 .741-90 +7989 +7490 +TSY40 a79-W +M.9D *7W-" +79869 e79>� +188.3 N 64 3 r79� !7930 +1.81.4 +7W.W +7-90 +79-9 +�•9D +79• 1 +x.83,2 +Ta.90 +79.80 *79.10 +7998 +70I$92 rT87�B0 ' +7W-90 +79 849 a t� (Y 8p +4l�,S +/�,8 x79967 +799(1 +189.8 +7989.2 -7999 +797b9 +7998 x79$9.8 +79782 +7%$0 +Ag80.3 +79.788 +79� +79.782 a7(g>q +TWA +794.2 -7990 &� +1'u3 7 +I 5 +79887 +79.89.$ +1-N.3 +79-77.3 +791m +79.72 3 +79_Wy +7w-w3 +1.888 *79u *7-78$ +79-749 *7rYA0 +7W 71.9 +79-90 *79 t�6 et 87.8 +79 '- ® ( U j LC ul -� 40 TUBE rABLE IS: Qa3d�Pio 81,09 r NKadof s Attaaha8 b q"ado"t Aso-*Aft T- HW e� euMgs2:i° 2&18118" 27.3(4' .'Ar 33.112" 3S+ or t930Hf Y A W MOW AnOws Anohos Aadwr Antes Amhmt�up �' Y.1__ � � Amt C+Sa1P Oma C 10`tdAX. (4L1Ft0=A. A8 A9 AD A8 B A C&D A B C 8 D A B O&0 SEH SHEETS 1&4 FOR W4 DOW AtdCHOR MWMANCHORS rudai 23° +t9 +7930 a >� +7990 +7982! +79 !7980 +7978 8 WN +79 +70474 8 +7990 • LOOMON6 AND au*MnTES.S°.E ammT - L819IB• *7980 +79 +7WW +781.90 +781A0 +79 +70F808 * +� +7W WWW • {4)ff • 'JFO�AH!<000"fi{I$FRA4dEA99 1Y �� N LYS 3838• +T-� +7940 +7990 +70480 *TW W +79.9+ +7930 +79 90 *T-D� -7990 +7W *7980 • •i i i ••• •• : ��Q'11C6Ns r�F rr 48• +7W.91 +7980 +7W-0 +7-80 +79.90 +7W40 +7Q/30 +7W40 *7W-W +7W30 +79.80 +79.0 Wei F '•. P !.I +)W 0 +7980 +7996 +70180 a79 9D +701 +7930 +79� +790 +TOM +7980 +79.89 � Ni01 � ••• • • • • •• P)p.6B7{6 � 509!e' SEE SHEETS 1 A 4 FOR VAD PrYANCHOR 97 rMM +7938 +7980 +7990 +7980 +7993 +707 dm e79 0 *7980 +70180 +7" +79a LOCA110M AND QU/u4T1fM SEE$MEET +7990 +M40 +7940 +790 -71890 +79+90 {i(� 83" *7933! *7900 a7W +79180 +7980 47990 3FORA[4Y RS 72' !70490 ;Mn -79.0 +7990 +7990 -79.90 +70!30 +790 *79-0 +79.90 +7080 +79� REQUIRED F{!R'jH /1S-Y,•• •• ••• ••• �A /O {t! I 0 -797%1 +7960 *7Wd1D +70F89 -7990 +79-N, +�+>� + +YW +tO180 aTWI +79 9LBE. • • • • • • • • • �Q1�•. TEC S '•..,.... C�,• 84+ + +798A *7990 +79!0 +70F80 -7900 ••i i• ••• ••• ••• ••• ';'IQEVAI e•�`�. 1 `BHEET4FOR=MCNALSAMKECOt8=RAT"a. vaq 2)BEE 8tiE67 4 FWt�@J88Pit • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • TABLE 2D: o-- m1n DWO.0 � ASSEMBLY DETAILS 1 MR AWn Fratlte Head,Sill&lamb 6O TOAkmL ALL DETAILS SHORN FROM TW WEWR t401A � AW 126• 2 7071 Plate GDWMAlum 2918° 3 7003 T Sottom&Side Rail 5011;1 VAlurm 4 7008 Frame Corm Ke Sted •439• 2.701" 5 7003 SMhCDrWKeV sled 3 ' 6 7073 FemmeGastset "Fam 1 1.158' 2139' 7 7072 SashCwwrGasket VbyiFoam 2.7w 8 7070 Bulb weaftterstrip.lar x.275° Plea PVC w •� la wan awamA -pdntLod SASH FR HEAD. 3 SASH 71 FRAME 11 7026 tock Mate SILL&JAMB BOTTOM&SIDE ASSEMBLY 12 7014 ti-Led r s AS EDPM CORNERS #7002,6003-Te 07�,e�-T6 PW4,ens3 13 7513 BarWde TABLE 3.SHEET4 2 t -- 14 7015 HarAsse Stmt ores 15 7m KWM ad or,ttll <ow 0 1 1177 � Manim D o3tM 24° W �__I_a1,poa� opmMr ft i8 70 tutor Bald Plate Btw 7 W j 19 71051 D S 81aek Ny- III 3 FOLD " 7M2 stud Brarhet /��,ANCHOR PLATE SCREEN FRAME ADDON FLANQE 21 7033 mtorTradc&Slider Dual Arm aw i / 00 70 #134,t�-TS 22 wt3 ss F6 a NlmW. Truth / 97071,6083-T6 #7008,ti083 T8 23 7M E sHi able HD NSA. TmBt ste 6 24 mftw,Antl•WtnwoutO Sted 31 Dura5ed Spow mod 32 1 1719 SqUIM Bkuk SW x 16°z i- 4° £PDAs 33 1714 tt BIw1t 5 x7 1G xi 4° EPOM 85 •egg• 88g. 35 7MB Lams Bead B OWT6 Plum• 36 w42 tam)Read C 063-TOAlm 37 7059 taml Bead D 6083-10 mum i Bulb FASO PVC 70 35 BEAD 13 30642,6 C 38 =4 38 ins VI Bulb Pm PVC w 0 � 07038,8083-T8 #7040,6M3-TO 5o VowEgSillconliefteMing INTMRIOR 6D 7006 15aemFmm 9111 H14 AR 172° 61 MO Screen QwmrKew EW r' � . 62 stxeenCiuh FftVW 63 Nis Sovmbttm Ell.PVC 4 870" 64 32D SavenNILng VAlm Std �— w 134 Add-onfigg GOWTO Alum FRAME T �- 71 7004 Fmw L&I Tube w x Ph.Pm.MadL SaTrPE a staUm steel CORNERS S7 BEAD D PR,w,)cT Rsv►BBD e1 1157 @8x 2°Ph.Pn.SNS Btetniese #7059,8083-T8 as pYinArdth Ftorlda e2armag Cob @Bx5 8°Fl.Ph 6Yainlese S ,,t t t 111 f!t - D�0 X 7 8°fl.ML SttB 8tehdase Steil � Q��t ,L1/( // •• • • • •� ••• •• Ravrmon e: 84 �xi°Fl.Ph Tt Slakde�8ee� `��l•'',1o,t,s�''•�� • • • • � e5 98x r Fn W 8 Steel aevrsrnn n t es x1• Pnsw subli WWI Ado. 0701 _ LM 6115/15 NOCHAN(eETfgBBFiEET 87 810x ML TEK ete6less8teei all •24x 1s°Ph.Rn.TVPEF steer a LC tk ��`. -7a,,-, ` Opl�` D N R VIEWS J ROSOWSKJ 90x . ST :�t • • '7" • l'r'��;' •.rtcta�o? '�jti�; ,oNo ' �2 A I�AAk' f.A61NkW DETAILS-LM&SM 08/08/12 NAi ��ae0x 9 • seem eeoe n°. R� ++11 I j 1 AOICOblL4,FL 34274 �, oyeg A.LYW MUM P.B. CENT.OF AM #29265 CA-7401 NTS 10OF 10 MD-CA740-LM A P.E.X • • • • • • • • • •