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WS-16-1042 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-267163 Permit Number: WS-4-16-1042 Scheduled Inspection Date: May 06,2016 Permit Type: Windows/Shutters Inspector: Porto Jr,Jose Inspection Type: Final Owner: DELGADO, BARBARA Work Classification: Window/Door Replacement Job Address:93 NW 97 Street Miami Shores, FL 33150- Phone Number (786)499-7389 Parcel Number 1131010330250 Project: <NONE> Contractor: RRC DEVELOPMENT COMPANY Phone: (305)598-8761 Building Department Comments REPLACING WINDOWS$DOORS IMPACT Infractio Passed Comments RESISTANCE EXISTING OPENINGS(NO STRUCTURE INSPECTOR COMMENTS False CHANGE)WINDOWS(10), DOOR(1) Inspector Comments PassedA01 Ito Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid s May 06,2016 For Inspections please call: (305)762-4949 Page 19 of 30 Miami Shores Village ° 10050 N.E.2nd Avenue NW •"' Miami Shores,FL 33138-0000 Phone: (305)795-2204 �Vr Expiration: 10/2612016 Project Address Parcel Number Applicant 93 NW 97 Street 1131010330250 BARBARA DELGADO Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone cell BARBARA DELGADO 93 NW 97 Street (786)499-7389 MIAMI SHORES FL 33150- 93 NW 97 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 8,600.00 RRC DEVELOPMENT COMPANY (305)598-8761 (786)278-2022 .::.._w,_.....:..:::::,.�:::..:..:.�.:M.. Total Sq Feet: 210 Type of Work:REPLACING WINDOWS S DOORS IMPACT RE Available Inspections: No of Openings:11 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 Invoice# WS-4-16-59463 DBPR Fee $3.15 04/192016 Check*12768 $50.00 $195.70 DCA Fee $3.15 Education Surcharge $1.80 04292016 Check#:12788 $195.70 $0.00 Permit Fee? $210.00 Scanninq.F,fe $15.00 Technology Fee $7.20 Total: $245.70 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;:;F ereto and in strict con rmi with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting':tt(is permit I assume s sibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required fbf ELECTRICAL,PL G,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAV I ify t t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and in rmore,I authorize the above-named contractor to do the work stated. April 29,2016 Authorized S re:Owner / Applicant / Contractor / Agent Date Building De artment Copy April 29,2016 1 r r Miami Shores Village Building Department APR 19 201 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 5-A FBC 20N BUILDING Master Permit No. w5 ico— 104a PERMIT APPLICATION Sub Permit No. BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: orl ^ City• Miami Shores County: Miami Dade ZipZ31sb Folio/Parcel#: ' s®3-2>-CR-SC3 is the Building Historically Designated:Yes NO Occupancy Type: S Load: Construction Type:Y„-Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): +-"' - �1-L ��d Phone#.•W1q-&� "tq Address: m vi�" ` City: 1P,.WY1' State: � A Zip: Tenant/Lessee Name: f01� Phone#: Email: Q`Pii, CONTRACTOR:Company NamePhone#a ��^' cS Address: City: - State: ` t•1 Zip: 3 � Z Qualifier Name: y-- 11 ' Phone#: X% � �® State Certification or Registration sM cc=- . Certificate of Competency M DESIGNER:Architect/Engineer: �JPhone#: Address: �'' ;. �� y State: Zip: Value of Work for this Parmt t"$ ua'iiehiniit Footage of 1(VoNc: Type of Work "❑ Addit C] Alteration El Ne,, Repair epla-ce Demolition C71 Description of Work= Sq.." 3 5t5 B E-.v �r R� sae� v+zg. �, �. 1 OBJ Specify color of color thru We: Submittal Fee$_!M ° QZ) Permit Fee$ oC' ® ' W CCF$ �0 CO/CC$ Scanning Fee$ 1 '3- • (3Z) Radon Fee$ �✓ DccB��PR$ Notary$ Technology Fee$ '4-aZ Training/Education Fee$ v Double Fee$ Structural Reviews$ Bond$ ` TOTAL FEE NOW DUE$ p (Revised02/24/2014) Bonding Company's Name(if applicable) Q1 mz�' Bonding Company's Address N3k 6k _ City State Len Mortgage Lender's Name(if applicable) 5L'e ' s Luen&n q Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature tur OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of "VW–\n 20 % icy by 5;; day of Y` PR .201(0 by ho is personally known to YC �� .who is personally known to me or who has produc as me or who has produced � � Ct�f� as identification and who i ath. (VETTE RODRIGUEZ identification and who did to Notary Public-State of Florida ��..•�';'aa,, IYETTE RODRIGU]Florida NOTARY PUBLIC: ri My Comm.Expires May 5.2018 NOTARY PUBLIC: ; ' �. Notary Public-State oCommission#FF 119515 s• MyC m.Expires May'" 1101 d Thr0*NdlorW Notary Assn. '.;�, ommission#FF 11Sign• cx, Sign 6ordeUTtuou�Natlo�IM Print: F—� Print V- Z. Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) i r I I 4F i I III j i STATE OF FLORIDA MWARTIMM OF Bll9 IlROGULATION CONSTRUCTION INNDUSTRY L1 SOAR (850) 481 � c 1940 NORTH MONROE STET; TALLAHASSEE FL 323WO18 i CHACON. ROBERT R titit � R R C DEVELOPMENT COMPANY - 12942 NW 8TH TERRACE MIAMI FL 33182 j I II. K'C SCOTT GOVERNOR KEN LAWSDk ' i I STS F�6. DEPARTSENT OF 1 TtON CONSTROV '�e `GENERAL CONTRACTOR —� Na—ed below IS CERTIFIEC J1),Ie, the prowsions of Chapter 489 FS EyDl,ation date AUG 31 2016 C:HACON, ROBERT R R R C DEVELOPMENT COMPANY t `2942 NW 8TH TERRACE MIAMI FL 33liK i I a� .r ISSUED 07n3Ml4 DISPLAY A$! o SY L�-W SEQ 0 L'4en3a("• 4 1 I RRC DE's COMPANY PAY i fir..-wI'..f.. ,{, `�.�-'�.l "'�A - .:R � [ ?�•. S "�. k• ''"r� �'AV"� �. � *ti C �. y� • teed.' `.(ham_% y�"ti r 1 �• r may.-,r{__ :`> a' 4 d' '„ad' - �•�r�yS > i - r_ fir"-r f��'�..,-,t'rr.� y �-�• �� '�f S��Y¢�',r�� y• 119r6ryCzf�-�AL y Y TAX $ Tm Tin Sot�tnee, ao gaof S Fac4' s r r•. P ! z - 3Tit, c - t hi" I1 , ,Ta�,a 6a�7lR, s• - 'r�r,�-,1 =7 •` �• ! •,��• s t t Ia.r �Yom.?, 1 X79^( a : i� ,.�:r • •• -,S I i • � c:a, " I"'_ it iT°":� i .� � �' �'� .� . I`� 1 1 ..!� .1. • - • - .:• r• !u" • �, � iii a �� y"�1.i1 �:�iTf:1 ,1r, M t Y 1-:1 As �� •-1.: ,: Com'+`a`::.ti°: '�' r r - 17 -r` 7 14.1 c�., r, .„ _•.rte 1�....r, RRC0001 OP ID: KM CERTIFICATE OF 1_1 INSURANCE ' �.- 03!28/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF 1 ORNINO RIGHTS UPON THE CERTIFICATE;HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR ATIVELY D, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE Dt� S NOT QO Tib A OLYTRACT BETWEEN TOJE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOL IMPORTANT: If the certificate holder Is an ADDITIONAL IN must be endorsed. if SUBROGATION IS W ' ,sut►Ject to the terms and conditions of the policy,certain polio may require A statement on th(s certificate does not confer rights to the certificate holder in lieu of such endorsem s. ^F4,0DUCER Phiolp Lane AX .1.W.Edens&Company 321-725-7000 Ne:3 1.725-7858 Commercial Ins of Brevard,Inc 325 Fifth Avenue,Suite 108 Indialantic,FL 32903 INSURERS)APPO COVERAGE Nacs Phillip Lane _ 06URER A:B Id Ent0overs Ins. INSURED R.R.C. Development Company 06ntliI a: 12942 NW 8th Terrace Miami,FL 33182 ' F: COVERAGES C RTIFICATE NOMION N : Ti IIS S TO CERTIFY THAT THE POLICIES OF INSURAN E LISTED BEL FIA B U D TO THE INSUREDNAMED ABOVE FORT POLICY PERIOD iND12ATED. NOTWITHSTANDING ANY REQUIREMENT, ERM OR N I CT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERT FICATE MAY BE ISSUED OR MAY PERTAIN. THELLINSURANCE DE BY POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES:LIMIYS SHOWN MIA VE EN 'UCED BY PAID CLAIMS. i Nsr TYPE OF INSURANCEPOLICY UTA1T8 I FF LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE C:AIMS-MADE E OCCUR c Z MED EXP(Any one ereen) 4 —~–J — PERSONAL_8 ADV INJURY GENT AGGREGATE LIMIT APPLIES PER: I i GENERA(.AGGREGATE a7LICY JE� LOC ! PRODUCTS-COMP/OP AGG _ OTHER. AUTOMOBILE LIABILITY COMBINED SIN LQUIrr "WORMffia –I ANY AUTO BODILY INJURY(Per perm n) t AUL OWNED SCHEDULED BODILY INJURY(Per acddard).OS a NON-OWNED ; PROPS AMAGE : H'RED AUTOS AUTOS j UMBRELLA LIAR OCCUR ! EACH OCCURRENCE EXCESS UAB HCLAIMS-MADE! AGGREGATE E DEO RETENTION WORKERS COMPENSATION X i j AND EMPLOYERSLIABILITY YIN A rl,PROPRIETORIPARTNERIEXECUTIVE 830-83980 01!31/2018 01131/2017 E.L.EACH ACCIDENT I'M'09( ?FFICERIMEMSER EXCLUDED? Vandatory In NH) ❑' ! E.L.DISEASE-EA EMPLOYE 1,or S,aes:ribs under E-CR'PTIONOFOPERATIONSbelow E.L.DISEASE-POLICY LIMIT 1.�. i ESC RIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORDIOI,AddMonalltemads awy 0i,9138ched it more space Is rorpoMM iiP.obert R. Chacon License # CGCD09564 ,.ob Reference: Barbara Delgado, 13 NTA' 97 Street, it Shpres, FI, 33150 IERTIFICATE HOLDER tAFNWLLAM VILLNISH THE ABOVE BE CEL RE BXPt AT1ON DDATHEROF, DESCRIBED 1OTICE VXL RE DELIVERED IN Village of Miami Shores A OADANCE WITH THE POLICY PROVISIONS. Building Dept., Permit Desk& j Contractor Licensing REPRESENTATIVE 10050 N.E.2nd Avenue __P4a50_5;P zr-- Miami Shores,FL 33138 j ®1988-2014 ACORD CORPORATION. AN(rights reserved. ACORD 26(2014/01) The ACORD name anI"*arq reqfliIteraIdi marks of ACORD r ! Page 1 of'4 '1YTtt'I?i r.;1Y1�1(11l. j_'1�� j� rr ! er,u,.: � r',gI7Y[t: Ontrd.'t+!t \'(Iami. Florida 1'_ I 2,_ -_'ECMENT BETVJE ::N RAUL 5 R Z THE WINDOVAAAN AND EF RED TO AS TH ER DF S►S"`�i�:+C TO i E T ESS THE FOLL MG = 'CR -"GREEA. 'J�OR•( SHALL I�O r`TO THE FLORIDA BUILDING CODE I - CF r41DR Hi� LABOPEF S OR CC T TORS SHALL BE HELD RESPONSIBLE AMAGC TI-AT MA OE C klJ4E0 TO THE PROPERTY AS A RESULT OF -- E, DNCJi,=;ONS OR ;`THER D*ST L _B EYOND OUR CONTROL - T ONS TC TH+ E�1115TI $TRuCTURE ARE INCLUDED IN THIS "HAT Tr-,E :;W ER RpCONIZE THAT DNCE ANY PHASE OF THE r4CDrY MATERIALS ARE IN PLACEiTHEY ARE NOW THE OWNERS i :E 'HE c;0 vTl:AC 0R S LA00RERS +KITH WATER & ELECTRIC TY FOR —1,R FAILJUE T COMPLETE THE PR'�JECT IN TtiE PROJECTED TIME ,VEST- -R : ONDITI0tvS FNIS �,F:E NOT INC_UDEC IN THIA APMEMENT AND ARE SOLE RESPONSABILITY Page of4 CHH._ "ROdIDE A .- -ABORT ANPMATfRIALS TO COMPLETE THE INSTALLATION t MA J H ':.> bel✓� �' _ - �' 4 t`( c _ . 11� ��t y.�1• �kd 4 —---- clew- ,t, 1_-+RE lRc-, ;D� N 1 J VIZ: Y� PROJECT I"' D � 1LL A F0 LOWS. T�D PON AEP �OF TREEMENT PAYABLE TO RAUL = DR --�iE S M" O , E , SHALL BE RESPP4, F CtATING THE CONTRACTOR FOR PERMITS T�;_ ,,utvl 0 L � u4 QE PAY TO THE (CONTRACTOR JPON _ : . _ _ • G.�R SE Gi�E q RANTf E(41MORIIVIAL WEAR& TEAR, AC.=EPTED FOR CUNTNITS STATED HEREIN __ --- - J:,TE CAU S RIGUEZ DATE r E AN IFIE�D COORDINATOR ---- ----^�Dr1T� I i PET - Miami Shores Villa le APPROVED BY DATr I N W 017 ZONNG DEPT err. O '(',MPI.PNCE WIFN A(1 EEUERAL ?X \ M. FI-2 0000 . 0000. . 0000.. . .. . . 0000. �-- 00-000 0000 0960V 34. -E`��IVT�D :000:0 4,0.00. cl 0000 0000.. APR 192016 �A( ' • • BY: l cJif M -A; b2t) 1lc-52) � Z tt ... 0000.. 1_:�a�1!��'C�� '� 1S-�(�•c� 0000.. • c 0000 0000.. • . .. 0000 0000. 0000.. •( 0000 L 0... 00000 ■^P . 0 • ( -+-4C� 44 171-7 sa) I n) ...... .... ...... tc) .. . .... ...... -4'.0 b3 1Cgc> c gyp; 61 �-7 t► �--1�.��x��, 1��J ,•, 0000 0000.. .. 0000 • 0600:0 cpj ...... , . 0000 0000.. . . 0,000. 0000 0 ...0. • s..... • • .. 0000. .. .. 0000 .000.•0 s....s 0 �-h v 0 • • • .000.0 ....f. • • • . 0 .. • 0000 •. • 0 • 0000. • 00 0 �. ► ��:� :ate `" ■ > 1 • 0. ` �, %i rr r w � �. � � _/_ r-�....,-`�•:�-•fir�,r.�.�"�9r-----=--'��":�' .��I��. - ENGINEERING = . Kd= .85 : : 2100 W 7.,6 Street, .Hialeah, Florida 33016 FLORIDA BULDING COD Robert S. Mon6our, P.E. FI # 11955 / 0006024 C76 DESIGN WIND LOADS IN PSF. MIAMI DADE \ M H=�ZO� Interior&Exterior Zones (446 -Walls).Positive Pressures Exposure C For the . .175 ' m h Wind Zone CATEGORY 2 Effecfii ind Ar®a or, Tribu#a Area in Square Feet Height '10 0 .'30. 40 _ 50 60 (Maximum) 1.00 95 0.92 0.89 0.88 0.86 1 38. 37.5 36.7 36.1 35.7 20 42.7 '40.8 39.7 38.9 38.3 37.8 25 -44.6 42.6 41.5 '40.6 40.0 39.4 30 46.5 . 44.4 43.2 42.3 41.7 41.1 40 49.4 .47.2 45.9 44.9 .44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2' 49.8 48.8 48.1 47.4 Interior Zone (4=Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Effec ' Wind Area or, Tribu#a Area in Square.Feet Height 1'0 0 30 40. 50 60 Maximum -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 i 15 -43.82.0 -40:9 -40.2 -39.6 -39.1 . 20 .4 -44. .-43.3 -42.5 -4.1.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43,2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 . 40 -53.6 -51.4 -60.1 . -49.1 -48.4 -47.8 - 60 -56.2 -53.8 -52.5 -51,5 -50.7 -50.1 60 -58.2 -55.8 F -54.4 -53.4• -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures -Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tel utary Area in Square Feet Hei&t 10 20 30- 40 50 60 Maximum .-1:4 -1.29 =1.23 -1.19 -1.15 -1.13 5 -54.1 -50:4 • -48.3 -46.8 -45:6 . -44.7. 20•.••: : : .z5T -53.4 -51.1 -49..5 -48.3 :-47.3 , ,. . 5i, • • �& ' -55:8 -53. -51.7 -50.4 -49.4. , STJ =62.3 •• -58.1 -55.7 '-53.9 -52.6 . '-51.5 40 -66.1 -61.7 -59.1 -57.2 •-55.8 -54.6A :56: ;. 4 69. '• -64.7 -61.9 -66.0 '-58.5 -57 I .76000 0 71.9 : -67.0 -64.2 -62.2 -60.6 •Lengthaf End 7-gnp (@I: 10°/qof least horizontal dimension or .4 h, whichever!a s I but not leap•thlon� d df Idasttorizontal dimension or 3 ft. (h = mean roof Neigh 'n f t) I'L3' . NO- •ANV8f;R�U&Ciq 4 THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLA OOFS: MIAMMO MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 CEPTANCE OA w+++w.mlaunlaade.eovreconumv PGTFAis . 1070gy Drive NortFL 34275 ►SCO C! eing issued under the applicablerules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in area other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. N this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DE,SCRITTION: one:DESCRIPTION:Series'+HR 710"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11,dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The. NOA number preceded by the words Miami-Dade County, Florida, and. followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of.$i1sWrit VQA.stall Vprovided to the user by the manufacturer or its distributors and shall be available focrosp"n att&JUsite at the request of the Building Official. This NOA revises and reneivsrl 04 54114.04 Ad*Asists of this page 1 and evidence pages E-1 and E-2,as well as apprdval document mentioned above. The submitted documentation review4d byJdanuel Perez,P.E. . . . . . ... . . . . . . . . . . . . NOA No.15-0519.09 IIS • + Expiration Date: December 21,2021 ... .?l f ... . Approval Date:.July 09 2015 • ( • Page 1 . . . . ... . . . . .. .. ... . .. .. ... . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA-'s No. 07'0815.09 and 060405.06) 2. Drawing No.4127-10,titled"Alum.Horizontal Roller Window,Impact",sheets 1 through 11 of 11,dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-5330,dated 07/18/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1)Air Infiltration Test,per FBC;TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile.Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL4858,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC;TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.F17,-4859,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. • ••• •• ••• 0 a Ma6elP r P.R.., • • 0 •• ••• • Product Control miner • •• • •• •• NOA No.15-0519.09 Expiration Date: December 21,2021 ... . . . . ... . Approval Date: .luly 09 2015 . .. .. . . . .. .. ... ... . • PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis;complying with FBC-5«' Edition (2014),dated 05/14/15,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(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-S'b Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E. - 2. Statement letter of no financial interest, dated May 16,2015, issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No.FTL-5330,issued by Fenestration Testing Laboratory,Inc.,dated 07/18/07,signed and sealed by Carlos S.Rionda,P.E. (SubmUled under NOA No. 09-0815.09) 4. Laboratory compliance letter for Test Reports No..FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-1114.04,issued to PGT Industries for their Series "HR-710"Ahuninum Horizontal Sliding Window-L.M.I.,approved on 02/16/12 and expiring on 12/21/16. • . .. .•. .• •. ....• . . • • • • • . . . .. .00 •• • . . •• • ••• •• ••• �— Man e1P P.E. . . . • • •• ••• • • Product Control miner .. . . . . . . . . . . • •• • •• 0 NOA No.iS-0519.09 i Expiration Date: December 21,2021 Approval Date: July 09 2015 ••• . . . . ••• 2 . • . ••• • • . . . . . . . . . . • •• •• • • • •• •• ••• • • • ••• • 0 • GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT.GLASS TYPES G THRRU L MUST HAVE A TEMPERED GLASS CAP. "KURARAY BUTACITE PVSINTERLAYER A.5118'LAW CONSISTING OF(2)RITES OF 118"ANNEALED GLASS WITH A.090''PVB'INTERLAYER 3AFLEX®PVB INTERLAYER BY B.5118"LAMI CONSISTING OF(1)LTTE OF 118'ANNEALED GLASS AND(1)LITE OF 1A"HEAT STRENGTHENED GLASS WITH A.090"'PVB"INTERLAYER. EASTMAN CHEMICAL COMPANY C.5118'LAMI CONSISTING OF(2)UTES OF 118'HEAT STRENGTHENED GLASS WITH A.OW*PVW INTERLAYER. D.7118"LAMS CONSISTING OF(2)LITES OF 3118'ANNEALED GLASS WITH A.090'"PVIr INTERLAYER. E.Tilt"LAMI CONSISTING OF(1)LITE OF 3HS'ANNEALED GLASS AND(1)LTTE OF 3118"HEAT STRENGTHENED GLASS WITH A MW'PVW INTERLAYER. NOA DRAWING MAP F.7118'LAMI CONSISTING OF(2)UTES OF 3118'HEAT STRENGTHENED GLASS WITH A AW'PVW INTERLAYER SF93E'R G.13118'LAMI 10:(1)LITE OF 118'OR 3118'ANNEALED(MIN.)GLASS,5118'OR 3G"AIR SPACE AND 5118"LAN GENERAL NOTES..._..... I CONSISTING OF(2)LITES OF 1AY ANNEALED GLASS WITH A.O''PVB'INTERLAYER. GLAZING DETAILS......2 DESIGN PRESSURES._....3 i •{ft8"LAN 10:(1)UTE OF 1A'OR 3118'ANNEALED(MIN.)GLASS.5118'OR 3B'AIRSPACE AND 8118'LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE ELEVATIONS--------......4 • • •••4F 118'HEAT STW WGTHENED GLASS WITH A.090"•PVW INTERLAYER. VERT.SECTIONS.........._5 •••••• • • • HORIZ.SECTION»..»......t • • PARTS LIST.---..8 •••`�8'.AMI IG!(1)LITE OF 118'OR 3118'ANNEALED(ABN.)OLA33.5118'OR 318'AIR SPACE AND T�18'U1MI •••••• • SISTIN%OF(2)LWS OF 11W HEAT STRENGTHENED GLASS WITH A.OW'PW INTERLAYER EXTRUSION....__....___7 CORNERDETAIL........ -5 •• •J.13MV LAM11ll.'fl"OF 118.OR 3118"ANNEALED(MIN.)GLASS,3118"OR 114'ABR SPACE AND 7t18'LANG ANCHORAGE.........8-11 • •••••• •••CONSISTING j>F(Zy jTE3 OF 3118'ANNEALED CiLA38 WITH A.00°'PYEr INTERLAYER. •••.•• ••K.1SM8"LAMINAL.•!R BYE OF 118"OR 3118'ANNEALED(MIN.)GLASS.3118.OR 1t4'AIR SPACE AND 718'LAW ••••• gpNSISTINGa4ia UTE OF 311Ir ANNEALED GLASS AND(1)LITE OF 31'18'HEAT STRENGTHENED GLASS WITH A.090"'PVB'INTERLAYER i••••i ••L 1;l W LANII1t"A OF 118'OR 3118'ANNEALED(MIN.)GLASS.3118"OR 114"AIR SPACE AND 7118'LAMO . . • CDNSIST%%I F j2j VMS OF 3118"HEAT STRENGTHENED GLASS WITH A.007"PVB"INTERLAYER •••••• 7Q IGURAT" Q CSO.XOX •• •1 SE61GN P UPp!(IjEE TABLES,SHEET 3) •••••• •••• • A.NEGATIVE DlSION LCA>,R BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. &�A'P ITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 3311 STRESS INCREASE WAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. PRUT�t7CPReV188D ae complyloa adm 0•FimkJa 8.FRAME AND PANEL CORNED SEALED WITH NARROW JOINT SEALANT OR GASKET. A ( 0 Dmo 7.R:FERE NCE&TEST REPORTS FTL4888.FTL-4889 AND FTL-8390. ELOO TEXTRON NOA5 M © ANSUAF&PA PINS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL S.THIS PRRODL=HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING ODE,INCLUDING THE HIGH VELOCITY ®HURffiRICANEZONE(HVHZ} ``�� 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED LG.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. `��t��. i3N4'•FP �i� ti'�.� �58705 •. 'K� i IS ' .ell s�1t►a F OiN@UTROIV 4 tRtFDA7a GENERAL NOTE3 ?r ,oro,eu+lrowovoa O* •..t ...... aC�,.` AT 'NMI a FiMCAf000YJ1aCWWQF N vemL rLsmrs ALUM.ITOR/ZONTAL ROLLER MEW,IIII�ACT �''%,MONXI- JR Now,N1 D AOD Wa4P?QW70UPB� +$FTNDTRL � 4 errmae mr r it�a. as ALJl3LLBBL>BiL�P.E ar, ' Temp WTS f -111 41N-f0 F a.Ess>mas FJC 9/15 J.L 8 KURARAY BUTACI PVBINTERLAYER 6 or SAPLEX PVB INTERLAYER BY 21 60 21 50 EASTMAN CHEMICAL COMPANY 112'NOM. 112"NOM, a g 63 GLASS BITE GLASS BITE 51 80,61,62 51 63,64,65 • •• 1A3"ANNEALED OR HEAT STRENGTHENED GLASS 3/18'ANNEALED OR HEAT STRENGTHENED GLASS • • • 890PVBINTEPIAYER A90 PVB INTERLAYER • • •••• • •• 118"ANNEALED OR HEAT STRENGTHENED GLASS 3118•ANNEALED OR HEAT STRENGTHENED GLASS •••••• • • • fifl V NOM. 7118"LAMINATED • a c • • s••••s •i•••i • 5/16°LAMINATED GLASS 7116°LAMINATED GLASS • • 0000•• 0000•• 0000 60 •• • • • 00006 6•• • ••4••• 0.000 • •400• 0000• • • • 6 • 0000 00.60• • i 0 00.00• ••6604 •� 044• 60 21 60 • • ••644• 46.4 • ••4• 112"NOM. 112'NOM. 59 GLASS BITE 69 GLASS BITE 52 62 Pamucrpzvmm w d•I de 86,67,68,69,70,71 72,73,74,75,76,77 arm t�-o lg�ol 118'ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS wt4n Dato .=PVB INTERLAYER .090 PVS INTERLAYER BY 1Ar ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS SMW LAMINATED 7118"LAMINATED am Sr*OR 318°AIRSPACE 3/18"OR IW AIRSPACE 1l8"OR 3118"ANNEALED OR TEMPERED GLASS® 11W or 3118°ANNEALED OR TEMPERED GLASS Qp 13MW NOM. 13118"NOM. 13116°LAME IG GLASS W/5/18°LAMI 131160 LAMI IG GLASS W/7/16"LAMI P0``,; LYNN..lee/i�� 3t; No.50705 ®FOR INSTALLATION IN THE HVHZ ABOVE 3D ITP.GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.MASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. +�'.Q�-�'iwr 'r �� L AL ar 6 T+ JffiVJ"WIBR1A1�wU4N IPAcnnm G 27NG DEfAKS :?pX" stn'rl oA � : JJL IWMI 6 AFOCRANG�ETMRSH 8r N VENICE Ii5i276 TM ";FSS•........(G�1c?.` JA www D ALWL�i0APT08ffT»P +fWr=Z PNa o a ca V ALIIML HORIZONTAL ROLLER WINDOW IMPACT '1,;,�ONAt-9 WAk pa PJG 2t�100ro9 Ftp 2 •ff .W4127-10 P a"fP"Wos TABLE 1. XOX(114,112,114)FLANGE OR INTEGRAL FW WINDOWS(FLANGED SHOWN.FIN WINDOWS Wt SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 29" 38" 38 318" 41r 60 618" 64" 60" 9S" Rs84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 •80.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 0 98" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 $0.0 +80.0 .60.0 +60.0 -80.0 +58.8 -58.8 +56.2 -862 D FOR INSTALLATION N 108 S18" A,B,G,H +80.0 -�.0 +80.0 -80.0 +90.0 80 0 +80.0 80.0 +60.0 80.0 +60.0 80.0 +68.2 -65 2 +62 3 82 3 THE HVHZ ABOVE 30 108" A,B,G,H +80.0 60.0 +60.0 -80.0 +60.0 80.0 +�,0 X0.0 +80.0 60.0 +60.0 80.0 +84.8 -84.6 +b1.7 -61.7 $HALLHAVE GLASS TYPES 6- 111" IDE,f:. JL +60.0 -60.0 +50.0 •80.0 +60.0 -60.0 +80.0 -80.0 +80.0 80 0 +59.6 59.6 +53.6 -53.6 +60.9 !9; TEMPERED I.G.GLASS CAP.BOTH THE UP TO 111" +60.0 -�.p ANDANCHOR DP UP 70111" UNCHANG D MAIN +76.0 -75.0 TABLE 2. 7jOX.(1/3,1t3,1iS FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) ••••: WItrw IKE WINDOW HEltiliT • TH ALL HEIGHTS UP TO 83" 9999• NMI \ • Ti0 7118" • • •99 9999•• To 8. *ill +75.0 -78.0 9999• 9986• 99990 • • e•e• TABLE& 6066: bXASIDXO �EORWTEGRALFlNWWD (FLANGED SHOWN.FIN WW W/SAME DLO ARE 1"SMALLER) 6••6• v4IpW • WINDOW HEIGHT • um ZVN4 28" 38" 38 318" 48" 60 618"I 84" 60" 93" e A,1;, H •+75.0 75.0 +75.0 -75.0 +75.0 78.0 +75.0 75.0 +76.0 76. +75.0 76.0 +76.0 -75.0 +75.0 -7b.0 ••Af A,B,G,H +75.0 76.0 +76.0 75.0 +75.0 76.0 +75.0 78.0 +75.0 76.0 +75.0 75.0 +742 -742 +702 -702 T2" AB,GH +76.0 76.0 +75.0 -75.p +78.0 78.0 +76.0 -7&0 +78.0 75.0 +76.0 75.0 +89.8 -M.8 +852 -86.2rhWv cw m, ?4" A,B,G,H +75.0 75.0 +75.0 -7$0 +76.0 75.0 +7b.0 750 +75 7b.0 +7b.0 75.0 +681 -�.1 +83.8 -63.8 C D,E F, E04 202) UP TO 74" �J,IC,'l +75.0 75.0 GLASS TYPES:TEST REPORT M-4868 r=%MOW(OX&XO)AND M-5330 A.6118°LAMI-(V8'A,.09Q1/8'A) G.13118"LAMI 10-118"OR 3116"A(MIN.),6/16"OR 3/8-AIR SPACE,5116"LAMI-(118"A,.090,118"A) 13.6116-LAMI-(118-A,.090,118-HS) H.13118"LAMI IG-1/81 OR 3/18"A(MIN.),5116"OR 30 AR SPACE,5116"LAMI-(1/8"A,.09D,1/8-HS) C.6118-LAMI-(V8-HS,.090,118"HS) I. 13116'LAMI IG-118"OR 3116"A(MIN.),5116"OR 316-AIR SPACE,5118"LAW-(118-F18,.090,1/8"HS) `��``�pS,(LY ,41 D.7/16-LAMI-(3118-A,.080,3118-A) J.13/16-LAMI IG-118"OR 3/16-A(MIN.),3116.OR 114-SPACE,7118"LAMI-(3/1WA,.090,VIVA) �`��. ��c "sg'•;Ep E.7116"LAMI-(3118"A,.09D,311(-HS) K.13118'LAMI 10-118.OR 3/161A(MIN.),3116"OR 1/4-SPACE,7/16-LAMI-(3116"A,.090,311("HS) = Na 58705 F.7116"LAMI-(3116'HS,.090,3116"H3) jL 13116-LAMI IG4Ar OR 3118-A IN ,3116'OR V4"SPACE,7118"LAMI-(3118'HS,.090,3118'HS) um 1070TECF8M1t0.00Y OltlVE DESItGIV PRESSURES STA H t dJ igYf/iiE FO.•',C�� .t2. WHI D m�PiG�l +S�fNOJE Po ,� HORIZONTi4LROLL�RW/NDOW IMPIIC7 tFC,•'` rroa as'A ama =o NTS 1.3 "11 4927-10 17 293/8' 27 27 T 1 MAX.DLO 646118°MAX.DLO FIXED ---• MAX..DL DLO MAX.DLO - VENT VENT FIXED D D B B B x 0 x • 0000•• ........... ..-... • ' ... ' • • 110'MAK WIDTH LF.FRAME r 86 7/15"MAX.WIDTH LF.FRAME—►� .....• ' v-M&WIDTH FLANGE FRAME �I 7/18•MAX.WIDTH FLANGE FRAME 00*000• DETAIL B-XOX(1!41!2-1/4) DETAIL C-XOX(1l3-1/3-1/3) • 0000 •• •• 0000•• � • goo • 0• • 000• 09 • 069.9• NOTE: ••••• • 00 403 8118"MAX. 33 9118'MAX. 1.SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 6 •9.6' '•••• DLO FDMD O DLO VENT ••996• 6 _ •••••• •••• • •••• SEALANT OR GASKET LAX' ••i • • — s FLANGE AT HEAD AND SILL • • • • 6 FRAME ••9••• .0000 A • I ALL 18 57 3W MAX / MAX or DLO L / / DLO ALL —r 16 LF.FRAME B thowimFtalAa FIXED I VENTS Or MAX � �i�o �� LITES I.F.FRAME ��at1 Cob I 0 ALL lay _ GONFIG. I 1 19 FLANGE FRAME %%, LYNN /' : i 73"MAX.WIDTH I.F.FRAME VIEW D-D *: v 74"MAX.WIDTH FLANGE FRAME = t: N..58905 DETAIL A-OX OR XO 3t (FRAME CORNER CONSTRUCTION) _ , - a :�O F lfOCJMPKl8wwamT STATE SM6 t0707BCFHiW.06Y DRIVE �'•�/4�� i,(� fiCON1Dp:••' •�� I !QIml I E lmawmvw&MT XVPfMFL3= � �ij�s�......•• t�(� A.W.HORIZONTAL ROLLER Wwww,LIPACT '�,,SIp�yA1. I aR SSd/f! D NO CH4lIKTl638l83�c1 PA tuFttsze ami a rr mp•s Ar t +� 6„ aotaowa,R3Q74 NtrtbyB NNW A� 4 s t1 4127-10 F A.� Pe F.K22m r JA S INTERIOR 37 32 35 39 ` 1 22 0 4 16 2 EXTERIOR INTERIOR 13 21 MAX.VENT OLQ MAX.FIXEDDLO —4 MAX. T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) • • � , • • INTERIOR 17 35 32 •••• HEIGHT • 37 39 0000•• �• DWS q 16 0000•• , 0000• � •• •• � acEo 0000• ODLO 0 41 J • • •00 • 6 • • 0000• , •• • 22 �•FD(ED DLO MAX.VENT� DLO 43 c MAX.WIDTH Q.F.FRAME) 0:0000 •0 •• •11 •ll EXTERIOR SECTION A-A , ••• � • 21 , (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 00000• 00600 24 22 0*60 JL 8 22 21 41 PRODUCEREVOM 2 �tl .d+aa.taa so 12 24 6 EXTERIOR INTERIOR Acapmsaepq � 9 ) 7 42 21 BY t mdm7 EXTERIOR INTERIOR t t u 10 IS, (LYNN� ��i,pc?.••• ll�. 10 SECTION C-C 42 SILL HEAD 'is: N0'saTos (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) . 7 � LKNt4H8 F I�txIANOE7Fp83HEET to7o7ECtUlQ1pGYORRtE SECTIONS '�T'' u rmnrrr I a rrocxransrwa►mr R vetace nsM f ALUM HORIZONTAL ROLLER WINDOW FACT ' 1ONA1• or t aIMF e1AlVe7ftt8 r . c.w+d airfiS �Pe F,K MW , y g taww FIB 6 a if 4t2T-l0 F P.E. wm nvd DwGmIRml DESC9 UvMN MAT'L PGIV il'FM DWC# DFSCRIPTIDN MAT'L PG711 I 4102 A FIANUBPRAMEHE4D 6063-TEAL 612237 66 MASSj 13/16"LAMII0.1/8"A .).YS"AIR SPAcx 5/16"LAbG 118"A.090P 1/8"A 2 4025 SASH STOP ANTILIFT9.IP 6063-TSAL 612744 67 1 13/16"LAW10.1/8"A IN.),3B"AIR SP&M 5116"LAMI QIWA,.090PVB I/8"HS 3 08 X 3/4 PH.PAN HEAD 7934AA 68 13116"LAMI IG•US"A OGNj 318"AIRSPACE,5116"LAW(11M..090 PVB,VrHS 4 4053 SASH STOP COVER SASH STOP 6063-TSAL 69 " 13116"LAW I0.3116"A(MIN.).8/16"AIR SPACK 3/16"LAM(118"A.090PVB,VVA) 6 4136 FLANCIBPRAMESUL 6063•T6AL 64136 70 13/16"LAMIIO.3116"A 5116"AIR SPACE,5/16"LAba 1/8"A.090PVB 118" 7 1 4137 SILLADAPTOR 6063-T6 AL 64137 71 " 13/16"LAMIIG416"A IN. 5/16"AIR SPACE,SAMAMI VHB,.090PVB 1/8"f33 8 4131 IROLUIRTRACK 6063-TEAL 64131 72 " 13/16"LAM nlIVA . U4 Alit SPA 7/16"LAMI 16"4. 0 3116"4 10 71298 WEEPHOLECOVER POLWWP. 71298 73 " 13116"LAMIItiU8"A . I/4"AIRSPA 7/16"LAMI 16"4.090 3116"HS 12 1626 ADHESNEOPBId(2?LLFOAMPAD 7PAD1626 74 13116"LAMInl/rA I/4"AIRSPACK7/16"LAMI 16° 090PVB 3116"$8 13 40M A MAN03FRAMEL M$ 6063-TEAL 612225 75 a 13/16"LAMIICI.3/16"AW.13116'AOt3PA VICLAMI 16'4,.090 3118"4 76 13/16 LAM I03/L6 A W. 3116'AMSPACK 7/16"LAM VIM.490 PVR,3116'H 14 4134 CIASMPORMAINFRAMEMJOINT 74134W/K 77 13116"I.AMIK33116"4 OA N, S/16'AMSPA C 9,7/16"LAMI3/16" .090PVB,311 15 1155 #8X 1.000 AD PAL SMS 781PQA E16 SCREHNFRAMB OR&VER. 3105-HR AL 16 4110 4 SaUMADAFTOR 6063-T5 AL 641100 SCREENC04tAII1LKEYW/R M POLYPROP. 17 4054 B FD®MEETINORAIL 6063RD-TEAL 640544 SCRffiVCORNERKEYW/OUTRINGB POLYPROP. 19 4066 WSTP. 187 X FIN SEAL 640664 SC REENSPRONO ST.ST. 26 4105 SASH TOP&BOTrOM RAIL 6063-T5 AL 61ZWO SCREEN SPLINE-.135 DIA.FOAM EMPVC 1683 • VANP X=BA FINSFAL 616834 SCREENSPUNE-.135 DIA.HARDEMPYC 23 1 HOUSING&GME 42112HD SCREEN CLOTH • • 44 0226 BRA ROlURWHEELS BRASS 7BRWHL2 •••••• 29 4128 • NORIBOWALROLLMSASH TOP aMR POLYPROP. 4412IIN •• 92 4006 DIUMEEnNORAIL 6063HS-T6 AL 64006 2 710 •i•••• S3 1235 N 17OX.270RA FIN SEAL 67S16G ••••• •1096 • 4!WEr LATCH DIE-CASE 71096 • • 36016 AROkMPKFLSMS 7858 ••••• X1% • IDERAIL 6063-TS AL 64126 • • -4 38 168;3 W X.270BA FIN SEAL 6168X1 2.824 •••••• Fm• • 7070 WHATHBRSTRIP.187X.275 6707CK •••••• 40. (°• COV KcAP 74078" LORR • • •4d* 4139 • HEAD 6963-T6AL 64139 • I.F.FRAME HEAD 4140 F.FROME= 6063-T6 AL 64140 41 goo*** tf4339,808378 4141 LF.FRAMEJAMB 6063-TEAL 64141 50 GLAZING SWCONF,DOW 899 998 OR ALENT 51 1224 VDMOAZINGBEAD BULB 6TP247W =° �� 52 1225 VOMOI.AZINCIBEADBULB 6TP24$K 2784 $ �4tlwl ida M 4039 B CLAZINGBEAD-5/16" 6063-TSAL 64039$ AccoP l� 'lPW 54 4044 $ cEAzwBEAD-5/16"W/CmLK1T 6063-TS AL 644703 3.152 By 55 4222 A (1[AZINOBEAD-7/16" 6063-73 AL 64222 t 56 983 C aAEMBEAD-7/16"WRRILLKI 6063 MAL 6985 59 4067 laAZIKGBPAD.13116" 6063-TSAL 64067 1.988 60 CRASS 5/16•LAW Us"A'.090 FM Us"A O I.F.FRAME JAMB .oNgtLYNN �. 61 " 5116"1" 1/8" .090 MU8" #4141.6003-76 � �.�` ........'�4 62 5116"LAMI(U8° .090 1/8"HS) 63 " 7/16'LAMI l6"A .O90PVB 3116"A 710 ��: No.58705 64 " 7/16"LAbG 3116"A .090 3116"H8 I.F.FRAME SILL 65 " 7/16"LAW 16"HS,.090PVB 3/16"HS 42 94140,W03-T8 " U: "7 1.,15 ' STATEOF LA F NO TNf88f1S8T %{.1c� '•.,aCOR10P:'Cj�.` PARTS UST !alTn! aTr ��VBWF,FL i6 ALUM HORIZONTALONTAL ROLLERWJAIQOW IMPACT SS/ONAL�;C:' jt V!! D A 7tIG1A88TYP1IB PD JFX 2 . N FL942T4 r l HN>10 M13 0 d 11 1'41V-10 ""w 4'I27 50 F' A L b P8 1.813- 082 +{ 1.187 I 738 3.52 I .443-• 1 SASH STOP COVER 1 3.(90 . � #4053,603-T5 I FL.7 1 +-2710 7777111111LL��2.710--� FLANGE FRAME HEAIIImo-2784—�{ O FLANGE FRAME SILL � FRAME SILL ADAPTER #4102A.O83•Te #4135,0083-TB l J 84137.0cwTe 9.383 t .082 •t 1.87 oez 43 FLANGE FRAME JAMB SE� • • i••• • •• 081 L— 6063-TO ••e••• • 1.481-{ T .46 • • Q *•CISH STOP O O t' 2 S HORIZ ROLLER TRACK 17 FIXED MEETING RAIL •••••• • •t •••• e,8083 78 $4131,8083-T8 840546.8083HD TB • • • • •••• •••••• • •••••• • • 2 TO • • 2.125 a, ••• � �� 1.87 1 • •••••• •••• • • • .878 •••• .34.340.4 -►i 1.081 �� 050 D=REVIM 21 SASH TOP&BOTTOM RAIL 32 ZING SASH MTG.RAIL 37 SASH SIDE RAIL O GLAB .5116" � cb* 1h8aWt FkeA 84138 808375 MOD.6063W4-TO 841 .83 TB #40358.808378 A p �pLl 050 BY 050 878 .080 - An � -'• 1: 050 T 1.118 T - 1.087 4rnro GLAZING BEAD,511O GLAZING BEAD 7/16" O GLAZING BEAD,7116" 59 GLAZING BEAD, 8" �•,, \..% #40445.8003-TO off. M 840448,808378 #4222A.8088.75 89M.W03-TS #4087.808'1-TS (USED Wl GRIL.KIT) (USED VW GRILL KM ,�,• No.58708 IV 10AN LAE 0406 F NOCHANGEIMMMEr EXTRLl.S1ON3 ,•�`': a AA IW?/r1 E MOCHANtDEflm ► toro� r�s� n` .,��`5,14.FioRtO,.••�C��: PA. 18ALWA HORMONTAL ROLLER NNtX7W IAAPACT �i, �ONAt_�•,. !R fAmf 0 MDCMVMTM&,GET '!9 s"r 07r"�a ALI�IIAIIA4Plb& Pk a NO °•'a74 repro HN/ 7 s 11 4127-10 F Pssee ANCHOR QUAN7IT)ES,XOX IM-112114 WINDOWS TABLE 4 NOTES: GLASS TYPES A B,C,G,HJ GLASS TYPES D.e.F,J,X,L - 24.WOOD 2.00NC 1.CONC 2,3,WOOD 2,CONC 1,CONC 1.ANCHOR TYPES: ANt910R TYPH 1-1kF'ELCO TAPCONS 2-114'ELCO SS4 CRETE-FLEX 3-012 BTEEL SCREWS(G6) &SUBSTRATE ZONES ZONES ZONES ZONEB 293NE8 ES 2.GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 1MNDCRI t 8C� HEAD&SILL HEAD&811! HEAD&81LL MEAD&80.i HEAD&SILL HEAD 8801 A.6M6'LAMI-(118"A.090.,IVH) FT.GLASS TYPES 0-L SHALL HAVE A V B.SM6"LAL41MI-(1I8"0,.090, IHS) TEMPERED LQ GLASS CAP.BOTH THE DP AND 83.X x 3&378 1+C2+14C2+1 2 1+C2+1+02+1 2 1+C2+1+C2t1 2 1+C2+1+021 2 1+C2+1+C2+1 2 1+C2+i+Cg+1 2 C.8118°LAMI-(.VI Imo,.080,718"HS) ANCHOR QUANTITY REMAIN UNCHANGED. D.7M8"LAAAI-(3118"0,.090,3V16'A) LOOC 1+C2+1+C2+1 3 1+02+1+01+1 $1 7+C2+1+02+1 311+M+1+02+1 3 1+C2+1+C2+1 311402+1+C2+1 3 E.T/18'LAMI-(3 M8'A„090,3M8'HS) 0 •• 6&828 1+02+1+C2+1 3 1+02+1+02+1 31 1+C2+1+C2+1 3 1+C1+1+C1+1 3 14C2+1+C2+1 3 1+02+1+02021 3 F.7M8'LAW-(3116'HUM 3118`HS) Q 13118'LAMI 10-118'OR 31/8•A(MOV.).8118'OR 316'SPACE,6118"LAMI-(118'A.=V8"A) i••••i *fee 4 000 1t Y 3 1tC2+1 +02+1 3 1+02+1+02+1 3 1+C2+1+01+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 H.13M8'LAMI IG-V8.OR 3118'A(MIN.),6M8"OR 316"SPACE,8110'LAMI-(V8"A,.090.118"HS) • • � 1 1+02+ 3 1+CZ+1+432+1 31+43!+1+432+1 3 1+CZttti�+1 3 1+C2+1+C2t1 3 1+02+1+Cd+1 3 L 13118"LAMI IG-118.OR MS'A(MIN.),6Mr OR 318'SPACE,CY•18'LAW-(148'HS,.090,118'HS) •••• J.13M8"LAMIIG-418 OR3M8"A(MIN).3M8"ORV4'SPACE,7/18"LAMI-(3+4(°0„090,3+48°0) •:•••• • 8.000 1 4432+. 3 1+02+1+432+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+0241+C2+1 3 1+C3+1+03+1 3 K.1�18'LAMI IG-1m'of 3118'A(MIN.),3M8.OR 114 SPA( ,7118'LAMI-(3118”A,.020,311("HS) •• 80. x 3&378 14l.41�(4C44 2 1+02+1+02+1 2 1+C241+C2+1 2 1+02+1+0.4.1 2 1+02+14432+1 2 1+02+2+C2+1 2 L 13118'LAMI 10-7!8'OR 3118'A(MIN.).3118`OR 114 SP1�E,TM8'WUB•{3116'H8„080,3198`HS) •••••• 1 14014 3 1+02+1+02+1 3 1402+1402+1 S 1+02+1+C2+1 3 1+02+1+02+1 3 1+02+2+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING ***:**OW DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. ••••• •• x,828 14gR 8 1+02+1402+1 9 h02+1+02+1 8 1+02!1+02+1 3 1402+1+432+1 3 1+82+2+02+1 3 ••••• �,OW 14C2•M6M 13 1+•C2+1402+1 3 1402+1+C2+1 3 1+02+1•!432+7 3 1402+1+82+1 3 1+C2+2+C2t1 3 HEAD&SILL: 10 VY MAX.ON EACH SIDE OF MEETING RAL CENTERLINE • • •:•••98000 1+C2*WWI 3 1+02+140241 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1402+1+C2+1 3 1+03+2!03+1 3 25 SW MAX FROM COINS' •••••• JAMBS: 9”MAX.FROM CORNERS AND 221/2"MAX.O.C. • • • 63.000 14" 3 1+02+1402+1 3 1+02+1+02+1 3 1+02+14C2+1 3 1402+1+C2+1 3 1+C3+24C3+1 3 TABLE KEY: •••••• 74400a 0.378 14W:VVS 2 1+@+1+02+1 2 1+02+2+02+1 2 1+022+2+02+1 2 14C2+2+02+1 2 1+C2+2+c1+1 2 A o X • • • ••• 48.0W142+2 1 3 1+02+1+02+1 3 1!01+2+02H3.1+82+2+432+1 9 1+432+2+02+1 S 1+02+2+02+1 3 1+433+4+433+1 3 --ANCHOR QUANTITY PER JAMS i•••• ••••¢0.828 1 I+ 3 1+C2+140241 3 1+C2+2+02+1 3 1+432+2402+1 3 1402+2+02+1113 1 14432!2!(2!1 3 HEAD AND SILL ANCHOR QUANTITY. 84.000 1+02+2+02+1 3 1+02+1+C241 3 1+02+2+C2+1 3 1+C2+2+0241 3 1402+2+02+1 3 1+C3+2+63+1 3 A CLUSTER OF(3)ANCHORS CENTERED *Soo AT EACH MEETING RAIL PLUS(1) 60.000 1+02+2+02+1 3 1+02+1+02+1 3 1+M+2+02+1 3 1+02+2+43241 3 1+432+2+432+1 3 7+C3+2+03+1 3 ANCHOR AT EACH OPERABLE VENT 63.000 1+(2+2+02+1 3 1+02+1+C2+1 3 1+03!•2+08+1 3 1+03+2+03+1 3 1+02+2+02+1 3 1+03+2+041 3 PLUS(4)ANCHORS AT FD(ED SECTION. 84.WOx 36.375 1+C2+2+C2+1 2 %C2+2+02+1 2 1tC2+2+02+1 2 1+C2+2+C2+1 2 1+02+2+0¢+1 2 1+C2+3+02t1 2 (12)ANCHORS TOTAL AT HEAD AND SILL 48.000 1+02+2+02+1 3 1+432+2+02+1 3 1+432+2+02+1 3 1+02+2402+1 3 1+02+2+C2+1 3 1+C34+C3+1 3 (3'MAV.O.C.ANCHOR SPACWO) 80.878 1+02+2+02+1 3 1+0242+02+1 3 1+C2+2+C141 3 t+C2+24C2+1 3 1402+2402+1 3 1+C3+3+03+1 3 84.000 1+02+2+02+1 3 1+02+2+02+1 3 1+02t2+D2+1 3 1+02+2+432+1 3 1+(2+2+C2+7 3 1404+3404+1 3 � •--�(-3"MIN. 80.000 1+t2+2+C2+1 8 7+C2+2+02+1 3 1+03+2+03+1 3 1+03+2+03+1 3 1+02+2+02+1 3 1404+3+04+1 3 +-i--- 63.000 1+C2+•2+C2+1 3 1+C2+2+C2+1 3 1+03+2+C3+1 3 14C3+2+03+1 3 1+02+2+02+1 3 1+0443+04+1 3 4 PEF' X O A 4MD PRODUCr RE ta.376x 39.376 1+02+240241 2 14M+2+02+1 2 1+02+3+020 2 1+432+3+02+1 2 1+(2+3+(2+1 2 1.02+4+Cg+1 2 asI�ammeraofx 48.000 1+02+3+C241 3 1+02+2+02+1 3 1+433+3+63+1 3 1+03+3+433+1 8 1+02+3+021.1 3 1+43344+433+1 3 M•Q RAL•EYP SA UM� 50.028 I+C2+3+C2+1 3 1402+2+02+1 3 1+C$+8+C3+1 3 1403+3+C3+1 3 N83+3+C3+1 3 1+03+4+08+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Date 802.000 1+63!3443341 3 1!02+2+432+1 8 1+C343t>Xi+1 3.14034+03+1 3 1+83+3+433+1 +84 3 1 +4+t�1+1 3 (SHOWN IN TABLE KEY MOVE) OM 1+C3+34C341 3 1+C2+2+C2+1 3 1+04+3+C441 3 1+04+3+04+1 411+03+3+C3+1 311+04+4+04+1 3 I&OW 1+C3+3+03+1 3 1402+2+02+1 3 1+C4+3+C4+1 3 1404+3+C4+1 4 1+C4+3+(4+1 3 14C8+4+C8+1 3 28 314 MAX 111.000 x 30.378 1+02+3+02+1 2 1+C2+2+02+1 2 1+02+3+02+1 2 1+02+3+02+1 3 1+C2+3+C2+1 21114C2444432+1 2 1/2'� '.'p++-•3'MIN. 1 48.000 1402+3+432+1 3 1+C2+2402+1 3 1+C3+3+(341 3 1+03+3+02+1 3 1+02+3+02+1 3 1+03+4+03+1 3 9"� X O X `"��ONY LYNN P9111��i'�, 60.828 140243+43241 3 140.1+2+0241 3 14C3+3+C3+1 3 1+C3+3+C3+1 3 1+0&*+C3+1 3 1+03+4+03+1 3 'j— 64.000 1+433+3403+1 3 1+02+2+02+1 3 1+C3+B+C3t1 3 1+433+3+03+1 3 1+C3+3+C3t1 3 1404+4+04+1 3 T j N0.36705 MOOD 1+68+3+(:3+1 3 1+C2+2+02+1 3144434C4+1 31+434+3+04+1 41+03+3+C3+1 314C4+4+C4+1 3 MTG.RAIL,TYP. SILM 1403434433+1 3 1+02+2+02+1 3 I 1+0443+04+1 3 1+04+3+C4+1 4 1+0034C4+1 3 14C8+4+C8+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS we (s LJK ert4fla P NO(3W1K#?978HEHr ANCHORAQESPAC/N XOX 9/4-1l�9/4 `O.�'.. aA 4.4 1OM7m a Lwowwymsmw ' &VENIMR.342Mn. �'.FiC�:.,to oP.•�Ci,�: Isow IN An 011 D f9VAP r06497> +WrA0M PA. C462B AL(�VL HORI6zONTAL R011ER IMAr0l3W IMPACT '�.11110IVA�-�. �` )-.K 'vow JJ r�Xa>�,F13�+e 11w10 NTS 8 •!t ��412xl0 � AL P� PE ANCHOR QUANTITIES XOX 1!3.1!3.1 WINDOWS TABLE 5 NOTES: GLASS TYPES A.S,O,H GLASS TYPES C,D.£FJ.J K,L ANCHOR TYPE2.3.WOOD 2,CONC 1,CON( 2.3.WOOD 2,(ONO 1.CON( 1.ANCHORTYPES: &SUSSTRATS ZONES ZONES ZONES ZONES ZONES ZONES 1-114•ELCO TAPCONS 2-IW ELCO SS4 0RETE-FLEX 3-#12 STEEL SC RENM(G8) WINDOW SIZE HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL 2.GLASS LAMIS-(1N"A „000,1f8'A) FOR I NSTALLATION GLASS TYPESIN G TL SHALL HASOVE 30 ff V H 11 1 1 if I - S.SMS' 48.ODO x 3&376 1+C2+1+C1+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 H 432+1K2+1 2 1+041402+1 21 C.6116"LAMI-(IV HS,.090,1f6"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+02+14C20 3 1+C2+1•H2+1 3 1 1+42+1+42+1 3 1+(2+1+C2+1 3 1+02+1+0241 3 1+01+1+C2+1 31 D.7118"LAND-(3116°AM,3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. E.• •LI0.= 1+C2+1+t*+1 3 1+C2+1tC.L+1 311+02+1+C2+1 3 1+(2+1+02+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 F.7116'LAM-(311(r&M.3418"HS) • • • F.7118"LAM-(3118"Iib»090,3118"HS) :0000* • •••56.000 1 1 3 1+42+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1402+1+C2+1 3 G.13f18'LAMI IG-1f6'OR 3f18'A(MIN.),SJ18"OR 318-SPACE•Sf18•LAM1-(1f8"A,=,ICA) •••••• 1+1201402+9 44 1+02+1+42+1 3 1412+1402+1 3 1+02+1+02+1 3 1+(2+1+02+! 3 1►t�+1+02+1 3 H.13118"LAIAI IG-118°OR 3118"A OM).5/18'OR 3W SPACE,6118'LAMI-(IV A„090,1f8'HS) • • ••••606000 1+C2+1+C2+1 1+C2+1+C2+1 3 t+a+•14C2+1 3 1402+1+CZ+1 3 1+t2+•1+C2+1 3 1+03+1+C3+1 3 I.13118-LAMI IG-ils"OR 3118'A(MIN.),&18'OR 318'SPA CE,SJ18'LAMI-(116" S 18"HSj *:9900 S4,M5 x 3 8 1 14 1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+02+1+C2+1 2 1+=414020 2 J.13118'LAMI Id-118 OR 3118°A(MMIC3118°OR 1/4"SPACE,THB'LAMI-(3118°A„�OK,3118" X 13118'LAMI 10-1f6'OR 31'18'6(MIN.),3118'OR IW SPACE,7118"LAMI-{3116.6„�0,311(°HS) •• • 48.000 14001+0!44 1+020+0.2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+M+1 3 1•M.2+/442.4.1 3 L» IWO'LAMI IG-118”OR 3118'A(MpV J,3118.OR IW SPACE,7118'LAME-(3+18'HSM,SHB"HS) •••••• •••6600.825 14C2.rj 1+C2+1+C2+•1 3 14C2+14C2+•1 3 1.442+1+C2+1 3 1+02+1442+1 3 1402+1+C2+1 3 3.VMDOW ANCHOR Q11ANMTIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING ••••• 9.0$t� 1 t t + 3 1+(2+1+(2+1 3 141:2+1+02+1 3 1+42+1+C2+1 3 1+C2+1+C211 3 1+C2•N+CL+1 3 DIMENSION.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE • • SO.4D0 1+02+1+02+1 3 1+C241+(2+1 3 141:2+1402+1 3 1+02+1+C2+1 3,1+02+14C2+1 3 1403+1+03+1 3 ••••• HEAD&SILL•1012"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE ••• 1+ + t 1+•0241+C2M 3 1+Cd+6+02+1 3 1.402+1+Co3+•1 3 1402+1+01+1 3 1403+1+0341 3 25 3W MAX FROM_ i••••i x 39375 1+02A*m4q 2 1+C2+1+C2+1 2 1402+1402+1 211+020+02+1 2 1+C2+1+C2+1 2 14C2+1+CL+•1 2 JAMSS' 9" CORNER8 AND 2212•MAX.O.C. EM • • • 46200 140"t%ti 1+C2+1+0L+•1 3 1+02+14(2+1 3 1+C2+1+C2+•! 3 1+C2+1+0211 3 1.112+1+0211 3 TAM •••••• 694480 1 1 1 3 1+C2+1+CZt1 3 14C2+14C2+1 3 1+C2+1+C2+1 3 1+C2414C2+1 S 1+0+1+02+1 3 A O A •• ••i 64AM 1+C2+I+C2+1 8 1+02+1402+1 3 1+0241402+1 3 1+02+1+024.1 3 1+02+1+0241 3 1+(3+1+03+1 3 1+03+1+03+1 3 ANCHOR QUANTITY PER JAMS • 80.000 1 0II 1 3 1+02+1+02+1 3 1+42+1+02+1 3 1+02+1+42+1 3 140kN+C241 3 1+C3+1+C3+1 3 •••••• ••• .ODD 1+C2M+C2►1 3 1+CZ+1+C2t1 3 1+02+14C2+1 3 1+C3+1+03+1 3 14C2+1402+1 3 1403+•1+0341 3 HEAD AND SILL ANCHOR QUANTITIES 6R/IIr4+99.376 1+42+1+•CZ+1 2 1+02+14C2+1 2 1+01+1+02+1 2 1t42+1+C2+1 2 1+02+1402+1 2 1+42+1+024.1 2 ACLUSTER E(3)ANCHORSRAIL PLUS ON EACH MEETING RAIL PLl7S(1) 48600 1+C2+1+C2+•1 3 1+C2+1+C2+1 3 1+C241+C2+1 $ 1+01N+C2+l 3 1402+1+03+1 3 1+42+1+(2+1 3 ANCHOR AT EACH OPERABLE VENT so.626 1+02+1+02+/ 3 1+42+1+0241 3 1+02+1+02+1 3 1+42+1+01+1 3 1402+1+02+1 3 1+03+1+0+1 3 PLUS(1)ANCHORS AT FICED SECTION. 64.000 1+C2+1+C2+1 S 1+C1+1+C2+1 3 1+C:2+1+C2+1 3 1+C2+�1+12+1 3 1+02+1402+•1 3 1+0341+03+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL. 80.000 1+02+111.2+1 3 t+C 2+i+Ml 3 1412+•1+02+1 3 1+C3+1tC#1 3 1+C2+1+C:Z+1 3 1+CG+•1tC3+•1 3 (3^GAN,O.C.ANCHOR SPACING) 53.000 1+02+1+CZ+1 3 •I+G2+14C2+1 3 1+03+1403+1 3 1+02+•1+03+1 3 1+01•M4�t1 3 1+03+1+{X4+1 3 XWOx 3&376 1+02+1tC2+•1 2 1+C 2+1+�F1 211+02+1+02+1 2 1+02+1+C2+1 2 1+02+1+02+1 211+02+1+02+1 2 25 314"MAX 46.000 1+x+1+02+1 3 1+C2+14C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 140241+02+1 3 1+C3+1403+•1 3 - (-3"MLN, 60.601 /RC2+1+C2+•1 3 1+42+140241 3 1+C2+1+Cd+1 3 14C2+1+C2+1 3 1+02+1+C2+1 3 1+02+•1+CZ+1 3 64.010 1+CZ+1+C2t1 3 1+C2+1+C2+1 311+01+1+02+1 3 1t02+1+C2+1 3 1+02+1+02+1 3 140346+03+1 3 X O X 90.000 1+C1+1+C2+1 3 1+02+1+42+1 3 1+C3+1+03+1 3 1+•04+1+03+1 3 1402+1+02+1 3 1+03+1+03+1 3 T t7toDUCyh7�t+eV� 64.000 1+02+1+0,1+1 3 1+C2+1*2+1 3 1+C3+1+CM 3 1+C3+1+C3+1 3 1+01+1+02+4 3 1+03+•1+03+1 3 8u9d4gCodo�� /fd 84.000x 38.375 1+42+1+02+1 2 1+02+14432+1 2 1+42+1+02+1 2 14C2+NO2+1 3 1+C2+14+2t1 2 1tCM+C2+•1 2 M70.�I ^� j�,l" 41L DO 1+42+1+02+1 3 1+42+1K2+1 3 1+C2t1+C2+1 3 1+02+1+02+•1 3 1+02+1+02+1 3 1403+1+4241 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS l2lGt 41MM 1+02+1+02+1 3 1+=+1+02+1 3 1+02+1+02+1 3 1+C2+1+02•+1 3 1+02+1+•42+1 3 1+03+1+03+1 3 (SHOWN IN TABLE KEY ABOVE) I7 Fri 84.000 14C2+1+C241 3 1+02+1+42.4.1 3 1+p+1+d3+1 311+03+1+01+1 3 1+01+•1+42+1 3 1+03+1+03+•1 3 ` 90.000 1+02+•1+02+1 3 1+C2+1+C2+1 3.1+C2+1+03+1 3 1+C3+W*+1 4 1+03+1+(2+1 3 1+03+•1+03+1 3 5/4 G&WO 1+03+1+4341 3 1402+1+02+1 3 1+03+1+03+1 3 1442+1+03+1 4 4403+1+0341 3 1+04+1+C4+1 4 1reTyp' I—V 4�t44itttt 86.437%3&376 14C2+1+02+1 2 14C2+1+02+1 2 1+C2+1+42+1 2 1442+1+•02+1 3 1+02+1402+1 2 1+C2+14C2+1 2 ` pN� b114 48.000 1+C2+14C2+1 3 1+42+1+02+1 3 1+02+1+02+1 3 1+Mi+C2+1 3 1+020+02+1 3 1+43+1+43+1 3 �� X O X � �Z.'�CENAi-.,e 50.026 1402+1+02+1 3 1+12+1+02+1 3 1+C2+1+02+1 3 /4A=+1+C2+1 3 1+•02+1+02+1 3 1+00+03+113 �+ 64.000 14C2+1+02+1 3 1+42+1+42+l 3 1+C3+1+C3+1 3 1+C3+14C3+1 3 1+02+1+02+1 3 1+C3 l C3+1 3 No.58705 80.000 1+0141+02+! 3 1+42+1+02+1 3 1+C3+1+03+1 3 1443+1+C2+1 4 1+03+1+03+1 3 1+04+1404+1 4 TYP' 83.000 1+03+'1103+1 8 1+C2+1tC2+1 3_1+01+1+03+11 311+03+1+03+ 4 1+03+1+06+1 3 1+C4+14C4+1 4 EXAMPLE CLUSTER W! QTY.OF(4)ANCHORS 7� 1JI 6105 P INOOMOUNNS140T :O� Al dr :X. �fw pmM wm i E im"NGsvinswr xT s JANCf�RAQE SPACINQ XOX 113-1/ 113 "%"ssya�ni. `� AOL awl D 1GCAPTOW T13VEIRW t80FTAWE rn�t+� ucx: �LK HOR/ZONTi4LROLL4��%NIJOW IA�ACT ++4414144"+ PK + caxw.4a sme t?r $844e+m !04740 NMI-9 d 11 4127-90 F w AO re ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A.B,G,H GLASS TYPES C,D,E,FAJ,K,L 1.ANCHOR TYPES, ANCHOR lYPE 2.3,WOOD 2,CONIC 1.CONC 2,3.WOOD 2,CONC 1,CONC 1-114"ELCO TAPCONS 2-114•ELCO SS4 CINE-FLEX 3-812 STEEL SCREWS(05) &SUBSTRATE ZONES I ZONES ZONES ZON8 ZONES ZONES 2.GLASS TYPES: Wt NDOW 812E 1l a s11s"LAMI-(1!8•A„o9n,lr8"Ay 0 FOR INSTALLATION IN THE HVHZ ABOVE 30 V 0 L go ' to .4 y a C.6110'LAM[-(1�"HS,.09ON'HS) TEMPERED DI.G.GLASS CAP.BOTH THE OP AND 37.010 x 3&375 1+C2+1 2 1+C2+1 2 i+C2+1 2 1+C2+1 2 1+CO2+1 2 1+02+1 2 D.7118 LAM-(3 A,090,3118 A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7118 LAM-(3118°MW A,.080,3118 H8) • .-*.4&= 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7118•LAND-(3 HW H8„OI0,3/18'HS) • 0*** 50825 1+d08i1 3 1+02+1 3 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 $ 0.13/18'LAMI IO.1&”OR 3118"A CMIN.L 6fI W OR 31W SPACE,SKW LAMS-(1&"A,.090,1/8"A) •• • •54.OW i 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C:24.1 3 4 131188"LAMI LAND IG-1W OR 3N8'A(OR M N.),5/8 OR 3G"SPACE dMO"LAMA-(B HB,.090,I�HS) ••••• J.13118LAMI10-•118 OR311WA(MIN.),3110.OR114"SPACE,7118'LAMI-(311WA,=.3118"A) • •••• • *60.= 1+C 2+ 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+02+1 3 1+03+1 3 K.13MW LAM IO-VB OR 3V18A(MIN.),3118 OR 114'SPACE,7118"LAN3-(3MWA,.090,3118 HS) (A • 63.000 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+C2+1 3 1+C.'3+1 3 L. 13/18'LAMI 10-118 OR 3H8 A(MIN.h 3J78 OR V4"SPACE,7118 LAM-(�18 HS,.090,3MW HS) � J••••• J•Co%x 38.375 +02+ 2 1+C2+1 2 1+C2+1 2 1+02+•1 2 1+C2+1 2 1+C2+1 2 3.WINDOW ANcmoR QUANTITIES ARE PER AWACENT TABLE AND BASED ON THE FOLLOWING ��"'''JJJJJ ••••• ••• 48 OC10 +0E+1 3 1+tK+1 3 1+0:2+1 3 7+02+1 3 1+02+1 3 1+02+1 3 DIMENSIONS. FOR W INV SIZES NOT SHOWN,00 TO NEXT LARGER WINDOW IN TABLE. • • 50.625 1+132+1 3 1+C2+1 3 1+C3+1 3 1+02+•1 3 1+C2+1 3 1+C3+1 3 ••••• • HEAD&SILL; 10112"MAX.ON EACH SIS OF MEETING RAIL CENTERLINE. •••••54.000 +L 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+03+1 3 183/4^MAX FROM CORNERS. i••••i • •60.000 1 3 1+02+1 3 1+0:3+1 3 1+C3+1 3 1+C2+1 3 1+133+1 3 JAMBS: W MAX.FROM CORNERS AND 22112'MAX.O.C. • • • S&CW 3 1+C.2+1 3 1+C3+1 3 1+03+1 3 1+02+1 3 1+C3+1 3 TAKE KEY: O • •••• 38 378 1 2 1+02+1 2 1+Cr2+•1 2 1+C2+1 2 1+C2+1 2 1+132+1 2 2+C3+2 3 —ANCHOR QUANTITY PER JAMB • ••• 48.00D• 1+per 3 1+C 2+1 3 1+G3+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 •i•••• 00000 S0.625 +� 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+132+1 3 1+C3+1 3 HEAD AND OF ANCHOR QUANTITIES •••• 54,000 1+03+1 3 1+C2+1 3 1+03+1 3 1+03+1 3 1+C2+1 3 1+C3+1 3 CENTERED ON THE MEETING RAIL. MOW 1+C3+1 4 1+C2+1 3 1+03+1 3 1+03+1 4 1+02+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE VENT AND FIXED SECTION.(7) 63(100 1+C3+1 4 1+03+1 3 1+04+1 3 1+03+1 4 1+03+1 3 1+04+1 3 ANCHORS TOTAL.AT HEAD AND SILL. 60.000 x 38:375 1+C2+1 3 1+C2+•1 2 2+C2+2 2 1+02+•1 3 1+C2+1 2 2+C2+2 2 46.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+03+2 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+03+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+03+2 3 �+�183WMAX. 54.000 1+03+1 4 1+02+1 3 2+Ci+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 �f_3°MIN MOOD 1+09+1 4 1+C 3+1 3 2+CA+2 4 1+03+1 4 1+C3+1 3 2+04+2 4 63.(X10 1+03+1 4 1+C3+1 3 2+04+2 4 1+C3+1 4 1+03.11 3 2+04+2 4 9'�' X o PRODIICI'xBVI� 66.ODOx 3&375 2+(2+2 3 1+C2+1 2 2+C2+2 3 2+02+2 3 1+C2+1 2 2+02+2 3 4&000 2+C2+2 4 1+C2+1 3 2+C3,+2 3 2+02+2 4 1+C2+1 3 2+C3+2 3 �•�' nxo l •O'3 50,625 2+03+2 4 1+C 2+1 3 2+C3+2 3 2+03+2 4 1+C2+1 3 2+03+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 54.000 2+03+2 4 1+C2+1 3 2+03+2 4 2+03+2 4 1+02+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) MOOD 2+C3+2 4 1+03+•1 3 2+04+2 4 2+C3+2 4 1+03+1 3 2+04+2 4 63.000 1+03+1 4 1+C 3+1 3 2+04+2 4 2+C3+2 4 1+03+1 3 2+04+2 4 8 314"MAX. h-3"MIN. 74.000x 3&375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+02+2 3 L -X11 1tmiN.rTYI I III 4&000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+03+2 4 2+C2+2 3 2+03+2 4 9"REF `\��Ory LYNN 4 50.625 2+03+2 4 2+C2+2 3 2+03+2 4 2+C3+2 4 2+C2+2 3 2+03+2 4 X 54.00 2+C3+2 4 2+03+2 3 2+04+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 N0.58705 'x 80.00 2101+2 4 1 1+C3+1 1 3 2+04+2 412+03+2 5 2+03+2 3 2+04+2 4 MTG.RAI 6300 2+03+2 4 1 1+C3+1 1 3 2+04+2 4 2+04+2 5 2+03+2 4 2+•51+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS ^P (S : LYcns °` 1r�tswnraleTxlaBtse1' ,oromaemioareaave ANCHORAQESPACt OXANDXOWAMIMSLZLO '�pT•'•., n.,.�'��•`r Imamoom JJi sr�onrll o 7oe�7 waFr PA�JJI t$28 /4L(/M HORiZONTi4L ROLLERWfNDOW hW �''%�,S�p'NA1_�`�U; FA 2 Jd 308 NOKON� 4 T�lb$BefAer !0 NTS 10 -It 4127-10 F• Al Pes PE 1314"MIN.E.D.TYP. NOTES: MIN.3.4 KSI �� 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-0ADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED N4'ELCO CONCRETE 1 - "MIN.EDGE NOTE 3 131W TAPCONS EMBEDED 1315"MIN.OR 114"SS4 CRETE-FLEX EMBEDED 1314"MIN..MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS I W. FLATHEAD ANCHORS MUST BE 012 TPJMFIT HEAD. �' '••;: NOTE 1 1x WOOD "� a• 2.FOR WOOD APPLICATIONS IN M1AM-DADS COUNTY,USE 012 STEEL SCREWS(05)OR 1W SS4 CRETE-FLEX WITH BUCK, I #12TRIMFIT HEAD. NOTE 3 3.WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1XARE BUCKS WHOSE TOTAL THICKNESS IS LESS ur 1/ © THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SCUD CONCRETE OR • •• MAX MAX CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1!2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF • • • • • SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. •••••• •CSWRETE • •• WOOD • • 000•�ICW 1 • • ANCH�i. 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8853-75 AND A MINIMUM DETAIL A NOTE 2 DETAIL B OF Wr THICK THE ALUMINUM STRUCTURAL MEM13ER SHALT.BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE •.•••• • • •----�— WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A •• • TfAAL hANGE FRAME HEAD SECTIONS 012 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE •••••• •• • of •• RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. ••••• • • ••• MAX • i•• 6.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER • • 1315° DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 00000 M •111A11! V4'MAX SHIM f+- 1 1!4'MIN. 900660 1 (1.6 KSI CMU) LOGO• 2-1re MIN.EMBEDMENT • • • ••�:• PER NOTE 1 •••••• 0000 (3A KSI CONCRETE) • wOO D CONCRETE •• *ANCHOR. ANCHOR, •••••• ••�TE2 NOTE `� 13W4 INTF.RIO2EDGE � • MTV.E.D (H &SILL DETAILS A B,C D, &H) •••• TYR 2x WOOD BUCK.NOTE 3 MKI1x WOOD BUCK,NOTE 3 SEE NAILING" INTERIOR MIM.EDGE DETAIL E DETAIL F (JAMB DETAI OR F&I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTE�5 yam"MIN CONNCDCRHETEE WOOD ANCHOR DETAIL H (HEAD) NOTE 1 NOTE 2 NAWNO .131 DIA.MM.x 2112"NAIL AT CORNERS AND 5"O.C. PRODUCTRBYISBD TYPICAL DETAILS G.H&L m comoyhWAVm tl•B1orih " W&64:�MAX. MAX.—ISHIM SHIM NQ 1SEE NAILINGODETAILG(PILL) MIN.EDGE 13WMIN. " ' 2-112*MIN. �tV1�iU MIN.3.4 K8 E D.TYP. �•• 1e AGE SEE NAILING ``��ONY LYNW d jC�'ii�� CONCRETE VVOW DETAIL CCi 2xDETAIL Q 2-I!2 MIN.l D '•;F9` NOTES DETAIL I(JAMB) =-Y:` NO.X705 TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS w; LK t1�t 6 P tADRR�TOPT�NALHIXatCNDJETOWC#I�S�J o«� O'• s�� AA IWMI E NO T/B SHEET 10 TECHNO ANCHORAOEDETAILS ��.s•,FcoR��P. .m owl 0 N*CHAaW7WSHW B�pcR junu"ALA1.HORIZONTAL ROLLER WINDOW,IMPACT �r' m.wre aue aw m oira / ,5 PA aa�oe JJ S 8 ro Haff 11 d 11 4127-f0 F aL> °e MIAM{�D1A MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.mIamIdato,Poy ecoaomv PGT Industries ti 1.070 Technology Drive 4 North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER. - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested far quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION:Series"CA-740"Ontswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM",sheets I 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,P.E.,bearing the Miami-Dade County Product Control Revision stamp.with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. ARSSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product: TERDMATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed.in advertising literature. ff any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A.copy of this.entira NQA shall be provided to the user by the manufactureror its distributors and s4ll be.$vii i J$rr pajecVon at the job site at the request of the Building Official. This NOA reviso.2'N0A#M121f.10ft. V 04>ssists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted Jocu gIntatiop wa s reviewed by Manuel Perez,P.L. . . . .. . ... . . NOA No.15-0519.13 MIAMI•DAUECO N7Y � Expiration Date: April 11,201$ Approval Date: July 16 2015 Page 1 ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA No.12-1218.09) 2. Drawing No.MD-CA740-LM,titled"Casement Window Details—LM&SM", sheets 1 through 10 of 10,dated 08/08/12,with revision A dated 05/15/15,signed and sealed by Anthony Lynn Miller,.P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory,Inc.Test Report No.FI'L-7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No.12-121&09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-Sa' ' Edition(2014),dated 05/16/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. .. ... . . . . . .. . .. . . . . ••• . • ••. •• 0:0 • • nu rez,P.E. : : : 000 • •• Product Cont I xaminer : : +' ' NOA Na 5-0519.13 Expiration Date: April 11,2018 Approval Date: July 162015 • . . • • • . . • . • %0 . •• • ♦ *go a •• •• 3 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edltion (2014), dated May 16,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09,issued to PGT Industries for their Series"CA- 740"Outswing Aluminum Casement Window-L.M.I."approved on 04/11/13 and expiring on 04/11/18. 0*0 • •• • • • • ••• • • ••• •• 600 • • Manuel Vqcz,P.E. : : : :• : :•. : : Product Coutrql' xaminer • • • i i• • • ± i i NOA No. 5-0519.13 •• • • • • • Expiration Date: April 11,2018 Approval Date: July 16 2015 .•. . • • • ••• • • E-2 ••• • • • 000 0 0 6he•W®YAYM m8'LAMONATED (.-• GENERAL NOTES:SERIES 740 IMPACT-RESISTANT e� I ® °�ST� I CASEMENT MNDOW DESIGN PRESSURE RATING IMPACT RATINGAW SWACn%il �Y Y VARIES. RATED FOR LARGE&SMALL tt8'ANNFd¢n BYKURARAY SPIrANNRAIMCR AMERIOA,SIC. 1)THIS PRODUCT HAS BEEN DESIGNED 8,TESTED TO OOMPLY WTH THE SEE SHEETS B-B MISSLLE IMPACT RESISTANCE GIABS Abmmakoa HEAT•STRBNKtItGLASS 4. WS. OR REQUIREMENTS OFTHE FLORIDA BU&D840 CODE.1NCLUDINOTHE KOH , NeAnsTRaan�o VELOCITY HURRICANE ME"M4 as 38 fR A98 37"WIDTH —.....� —T 2)SHUTTERS ARE NOT ItEQl1QiE6 WHEN USED IN WINQBORI�DEBRIS ! REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30•IN THE HVHZ.THE 28.478'MAX.O.C.IF WIDTH HB 11118"GLASS OM 11M8'GLASS BITE OUTBQ=UTE(CAP)MUST TOWERED CMAX UWDER 33A78•WM 8,SRL 35 38 3)FOR MASONRY APPUCATIONS IN M AMI-QADE COUNTY.USE ONLY MIAM1•DADE -S.SEE SHEET 3 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM CBD CONCRETE MASONRY UNITS 32 W S! as AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3.SHEET4. —� 4)ALL WDOD BUCKS LESS THAN I•'U!'THICKARE TO BE CONSIDERED 1X ^�_— n-in• Q�TYPE 7 GLASS TYPES 2&3 INSTALLATION&IX WOOD BUCKS ARE OPTIONAL IF UNIT 19 INSTALLED MAX DIRECTLY TO SUBSTRATE.WOW BUCKS DEPICTED AS 2X ARE 1-Ur THICK OR A A.SIS? O.C. GLASS 71S NPA TRP Now GREATER.IX AND 2XBUCKS WrIENUSED)SHALL BEDESIGNED TOPROPERLY SHEET2 � O'�� VW a SS AM TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION tnASBSTACi( IS THE RESPONSIBILITY OF THE ENGI EER OR ARCHITECT OF RECORD. \ All W p p CRASS �ANCHOREMBEDl td1TOBASEINATER1ALMiALLBEBEYOt�WALLORESSDKi G0. IWANNEAMOt ANEIWk SBY it ASM0kI By Y • OR STUMO.USE ANON•RSOF SUFFICErT EA�VIENTAS SPEL97ED ON t� •TAM,%-HEFT 4.NARROW JOINT SEAL OOT tPUS MON ALL FOUR CORNERS OF VI / \ UNANCHOR IWAIVN@ALW 35 "IiFATSli�ifHT11 eEAm •THEPRA�IE.INST RSSHO&LDBESf13=OVERALL PAIR AT EACH - ! —� • WA RESIST CE OF INSTALLATION LIGHT DONE BY O I8,3EY ID'�1E S PE OP Tt1ESE HEIGHT /// HEIGHT IS 11MW OLA88l8TE 97 11118•GLASS BITE M8'IRUCTIONS. • 000000 (DLO) / / WOROVER •!)VIII swm REQUUWS•T&EACH ANCHOUSGAWN WIHERETHE PRODUOT 16 3 3 NOT FLUSH TO THSIBUSSMIL USE SHIMS CARABLE OFA / 78' OARS.WOA038UCKS.BYOTHBIL✓,omBESUFFICIENTLY ANCHORED HFJGHHT 31 ep 31 32 •�LOADS IMPOSED OV THEM BY T0000 W / • 4 as,q 94 •••• • • GLASS TYPES 4&6 GLASS TYPES 6&7 •A" IoADB H�13ED 114 STR1Al1CYCIE TEST PRE38L1RE. �I.______...._.{� �� •FRAME 4NALYSIS AND QLASS PERAMM& GLASS BT� 1 ' t VtrL mmvw B.POSITIVE DESIGN LOADS BASED ON WAI TEST PRESSURE.STRUCTURAU GLASS 87ACK •:X"PEST PRESSUREOWAIS ANALY QIL.838 PER ASTM E130D. �S'A OR • • TSTIINSTHWED MASS ANCIORAGIfild"1100SSHOWN HKVZBMDESIGNEDT0H8�STTHE •�' Y O CO T07H I t�GNPRESSUIMTHE 9H6'TBi� AMMWAM • STRE83 .R NOT B=SALE DESIGN OFTH� T B 3 SNB'aNNeAtEDOR PRODUCT.Tt�1.8 TION FACTOR WAS USED FORTNE EVALUATION J f41/d MAX O.G E WIDTH IS 3S GLASST�hctnmrNo 4'MAX 83.478'&OVER(HEAD&801) CRASS ANCHOI�BNTO ORB THAT COME INTOCONTACTVVTIHOTHER AWS®� ! --T DISSIMILAR MATERIALS SHALL MET'THHE REf NTS OF THE PLORWA 4 BULGING CODE FOR OORROSION RESISTANCE. �NG8X0) 37 11118'GLASS SITE 8)REFEMINO :TEST WORTS FTL-7085,3578.3880,3724;E LCA ULTRACON TYP.ELEVATION OF 3 NOA;ELCO CRE SIEX NOA;ANSUAF&PANOS FOR WOOD OONSTR=MN MID ADMALUMINUMDH LMANUA CASEMENT WINDOW 31 � 60 t+swm�Y�B tkelltnN FItnHAe TABLE 1: GLASS TYPES 8&8 1 .9gJR•J3 11 Awe- Rerr�on rm(on Amp D•o Za)� One Types 8lteet ```�o'o�,YISN Akio 8118 LeEN(118 An-.080 PVB-U8 . g BNSE BY GENERALNOTES......... 1 A, VBG ••..Y Revfwd By. DOW Rar7don A 2 7118 LaN(3l 8An-.086"SG•3118 An) 8 ELEVATION.---- 1 71 18 H8.. 18 ) 7 GLAZING DETA118...-. 1 etc.66705 LM 5115/16 I EDITION H2DIe) 4 7 .K$U8 An 118Atr-IVAn•• 8 SWALLATKW-........-» 2 = �er 8 718" Law.IQ(UB' -7M8 Air.-IVAn-.080 PVB- An 8 ASSEMBLYTUSE DE FABS ---..3 - �'f ®1!11 B ANCHOR SPECIFICAnGNS--.....-.4 4 ` GLAZING DETAILS J ROSOWSKIANCHOR QUANTITIES-. 4 =•tT'•. ' ft 7 7i8'Land.IG 78 An-U4' -3110 O• 1 7 DESIGN PJRES. 8 8 � . p. ( : tONO TECHNOLOGY NIM. FL 27FSWE TYrs vow s Land.K3 18T-1 Aa-3M8An-.08050.3H An s assEM�rDETABB�M. -.10 �'�' jONA �• NOP.O.B FL134274 CAS MENTWINDOWD AILS-LM M 08108/12 LarAL.lot 1 -J4•AV-3118' -.UVW3a-311 HB '• SIS *PvW.BUTAC ITIAM BYKURARAYAMMCA,INC. aLCRT.OF, @ CA-740 NTS TIOF 10 MD-CA740-LM A %W-S KURARAY AMERICA INC. P3A81q� INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE .�_. EDGEDISTANC: OPTION 2 OPTION 4 IHSTALLATIONANCHORS DISTANCE INSTALLATION ANCHORS INT02X WOOD. CONCRETECMU IHSTALLATIO3tANCHORS DIRECTLY INTO METAL AS REQUIRED PER PER ANCHOR DIRECTLY INTO MASONRY. TABLE 3,SHEET4 2 EMBEDMENT REOUIREN2cNT --- - BUCK WIDTH �__._. —.�..�._.. ATTACHED TO 82' TYP.ANCHOR •,•r., ayryBq ATTACHED TO 16 18 FRAME 10 -. 71 TYPE. I f �/�- � EMBEDMENT e. VENT SILL g� �.J._. 13 &12 STEEL 8 q DISTANCE PER , MS ANDEDGE 4 832 33 8O 12 83 SSELF-DRILLING ,SEE TABLE SUBSTRATE. •t.� 20 3.SHEET 4. 22 23 4 1�SEE TABLE 3. O ZJ SMEET4. 3so EOG? ® 18 84 DADEAPPROVED A.LION,ALUMINUM, 35-57 O 8 °�T^"DE � � •• � nawa wua 36 38 STEEL FRAM IN00R STEEL STUD. ATTACHED TO 82 82 ATTACH£DTO VENT80.L 3ta37 81 • � 13 EMBEDMENT 1 24 4+--- VISIBLE LIGHT WIDTH(DLO) 3 6 "�••��•�� 88 70 FOR SNUBBER REQUREMB4TS, 8 EXTERIOR 4Riwm;D TO • SEE TA13LE 4.SHEET 4. ••moi• MWrJAMB • OPTKXdAIADION WINDOWWIDTH f1 • IV • 12 FLANGEOHEAD, v 0000: �& SEE HORIZONTAL SECTION A-A EGRESS FORMULAS: •• :090 ••WINDOW 0 •• • 81 ••• " JAMB Al BELOW�— WmTH,WASH HUK#WAN210tlV WIDTH-1312 • HEIGHT NOTES: NOTA WIDTH,EGRESS HINGE:WINDOW WIDTH-7.1/2 •••••• VIS •• 1 • 10 WARE ANCHORS USE ONLY SUBSTRATE-APPROPRIATE 1)WHEN INSTALLING HEIGHT:W OW HEIGHT•8 • • ANCIORSLSTEDONTAM.E3.SHEET 4. COMBINATIONUNITS, •..;.. FE . ••• POLLOWEMBEDMENTAND EDGE � � 7 ADoMONAL INSTALLATION VISIBLE LIGHTPORMWAS: SUCK DISTANCE LIMITS.ANY INSTALLATION / / 10'MAX ANCHORS MAY NEED TO HE WIDTH:WINDOW WIDTH-7 ••••• (DLO) • •• OPTION SHOWN MAY BE USED ON ANY /a / INSTALLED THROUGH THE HEKI".WN3IDOW HEIGHT-7 ••••• • SIDE OFTHE WINDOW / y WNDOW FRAMESAT W MAX. •••••• • • 0000 HEIGHTATTACHED \ FROM EACH SIDE OF THE FRAME • • • ••�•••• TO FRAME 2)AL W�SUCKS�T�I-Wr ASSEMSLY TUBE CENTERUIE. •••••• ••d3 TACHED�9d• • T STALLATI TO BEX WOW U 1X SEE TABLE BELOW L INBTALLATK}N&IX WOW BUCKS ARE • • PRA12?JAMB OPTIONLUNIT MAY BEINSTALLED • ••• • DIRECTLY TOSISBTRATE.WOOD BUCKS -.I I+—10`MAX M° OAO • �• • SEEDETAILA2,8ELOW WedtheFtamaAum*Tdo TA DEPICTED AS 2XARE 1-12'Ti80(CH •••••• •AYiRa1E0 TO • GREATER.IX AND 2X SUCKS CAM USED) ►- WMAM AWW ••••W� SHALL BE DE8IGJED TO PROPERLY YAM A B.O&O TRANSFER LOADS TO THE STRUCTURE. I lr- r 0 0 82 WOOD BUCK DESIGN AND INSTALLATION 23•-2LV 0 I 36 39 STHE RESPONSIBILITY OFTHE ENGI EER 2r+ 1 1 ..� 83 OR ARCHITECT OF RECORD.MW0IAUM r Yltndow Attollor 1T SHIM THICKNESS TO BE 1W. Helpht A B.C&D 20 16 18 82 DETAIL DETAI. 21•-2&tP 0 1 PIL�UCTRBVISBD 21 Al A2 2V+ 1 1 0 coml47h*wo do Flq*b 8 t5-al3t l mea By. Ont& t 8: Bypfr�dtanDote Q())8 98 84 TFJP ``��ON.I LYNN SEE NOTE 2. `� ��. W,ENSF•. �� Pmdmft THSSHEET. VS•. ' L �i IeWaen By: vowNerb(o+t A �t 1U4'MAX8H4H ? No.687D6 LM 5/15/15 NOCHANGETtISBFEET EMBEDMENT I) j"�"g � CROSS SECTIONS&INSTALLATION J ROSOWSfQ CONCRETE*PERANCaIXt ' t .� .a" :�0'•. Edi" :,CiV� 1070 TECHt�.00Y C&YE MIL � ;'.::. �.�`''• LNAIL N.VENICE.FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 INSTALLATION OPTION 3 '� SS/O � ` NOKOMrh XFL 134274 �, �,I,; o o.bq IIe.:I STALLATKNHANCH�THROUGH VERTICAL SECTION B$ Nis CERT. auTH 820208 CA-740 NTS 2 OF 10 MD-CA740-LM A 1X SUCKSTRIP INTO MINSONRY. PEO CASEMENT(X} CASEMENT/CASEMENT(XXL AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCI'REYIRD ffi�rI71�e�aMd•TtRta. --�1 �•+-.. 10•.SEE NOTE 7.THIS SHEET B'1�)Tj. )Gl• FXsT7RE1: 1- FIGURE 2: 7408ERIES„�^'"' // OD 1B AWNING ,.r WINDOW' cc to A \ D FRAME ,.._....r o� HMMG�w �� `f~ TUBE ASSEMBLY FRAMlEA88EMBLYTUSENOTES: 10'.SEE NOTE 7. j- D 1)DIMENSIONS DIMENSIONS THIS SHEET 7 8ERE8 \ i)DIM 41PNSI O S SHOON,4 FIkR EACH —CABEtaETIT—� / WDMDUAL WINDOW.FORM NOT N WINDOW / SHOWN.ROUND UPTOTHE MIT On --�••� womm �+-• + 1 / AVAILABLE WIDTH HEIGHTWIDTH2 740 740 / DIMENSION SHOWN ON THE TABLES. 0) FRAME E 06 CASEMENT ASSEMBI.YCAS�EM� _` FRAME 2)ANY740SERESPRODUCf 0 Tl ASSEMBLY-, (CASEMENT.AWNING OR FDO WINDOW WOIDOW / E TUBE CASEMEtMMAY BEATIACHEDTO J • '.i •' • •• 1 I / FDtEO WINDOW' / IDA F BAN740 SERIES ALL WINDOW&USE THE D d rjG J LL • .•• : �`y DESIGN PRESSURE UM0•TAT=L 0O a 0 M ...•• ' ' . . 'BEEPRODUCI9NOAFOR atALL WINDOWS INTHE m IN8TALLATIONSPECS COMBINATION UNIT MUST BEABLETO u) N '•74081RE3 • • • INDIVIDUALLY COMPLYWITHTHE 7 •••••• `°M / REQUIREMENTS OF THEIR �" o • CASEMENT^- E�ZTEAIO$ 9 RESPEC NE t� Ct ••••wNlvow •.fi .. .. _ • • Soo,,**• \ / 4)FRAME ASSEMBLYTUSETOBE $O •••.•• •• • ••.••• 740SERIES 7409 FASTENEDTOWIND M.ASSHOWIN ••••• • 0000 AWNING CASEMENT •FORSINGIEUNITS:•••••• • • `WII�ONP WINDOW CZ7METAL�U�1� v) •}•�!�� ' • 0000 MAIN.#12 X T SMS SPACI•IG AND QUl4NTTY ASTHE *01)&WNE YOUR WDQOW� 00:090 THROiX#t FRAME OPP0317E FRAME MEMBER. O C Pm- AND � AND GLASS. LLI •••••• •••. •••••. INBTAIlATON FRAME ASSEMBLY A�BSEMLBI.Y S)THE FRAME ASSEMBLY TUBE MAY () W@W ASSENOT EXCEED OrINLENGDt(ASU8®• MIN.#42X WA83'FLANGEDWINDCW)ORBE -J LL• • MIN.#12X 1" USEDINTEEORCROSS Ply 740 SERIES THROUGH CONFIGURATIONS. THROUGH a)FROM SHEETS a a.tRIM CABEMENr INSTALLATION 8)THE FRAME ASSEMBLY TUBE IS SHEET FOR YOUR GLASS TYPE A HO1E8 Wlt1DOtlV HOS NT REQUIRED TOSECLIPPEDTO bio r FIND THE PRESSURE FROM TS DEMON E 740 SERIES PRAA 740 SERIES THE SUBSTRATE.ALL EXTERIOR °b LABELED NONPRESSURE CASEMENT !' MBLY CASEMENT JOINTS TO BE SEALED BY INSTALLER E'X WINDOW WIDOW 740 BERMS �� ANCHOR GROUPSACL TUBE FDO'A T)FORALLCOMBINATONIDVTfB U ! CASEMENT ADDITIONAL INSTNIATWNANCHORS g40 0 HORRONTALBEOTION C� ' MAY NEEDTO BE DDTALLED o�° 4)P 8HOH1N ARE THROUGH THE WINDOW FRAMESAT .07 TDA-1'0.70?FOR Sm NOT 10"MAX.FROM EAOH$IDE OF THE StICIVOL ROUND UP TO THE NEXT FOR EACH WIDOW IN A VERLICALLYOR HORIZONVA LY COMBINEDASSEMSI.Y• VERTX.'AL SECTION DO VBRVrAL SECTION C-E FRAME ASSEMYTUBE AVAILABLE WIOTHORHEIGHT DIMBN310N SHOWN ON THE 1)DETERMINEEACH MIVIOUALWINDOWTYPE.SDG AND GLASS MAKEUP,SEE FIGURES 182,THIS SHEET.DETERMINE YOUR ANCA GROUP FROM TABLE 3,SHEET4. CENTERLINE SEETAMEBELOW ```1 N�LYNN� TABLES. A*NWWAn*mRa�dQAeecb ��rp ..•..N , _ 2)FROMSHEET88-%FIND THE 8HEETFCRY�GLA88TYPE. Sldeo} Aae ` .: SC£N�c"'•..�fr S)USINGTHET NREOUWED" 3)FlNDTHE DESIGN PRE8SUREPttOAITHETABLEBLABELED 3KU►PRESSURE(PJFOR N9AiDOWSA7TACffEDTOA VHtT(CALFRAMEASSEIINIYTI/t DESI#Y w A-7 8.Oe0 No.0705 (TASLE2,8HEET4jDETERMINE PRESSURE M FOR WWWS ArIACHM TOA HCf=0AffALFA4MEALYTUW, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY WOE ISOR11WATED.THIS 0 - THE NUMBER OFANCHCRSMUST BE DONE FOR EACH WINDOW W THE ASSEMBLY.AND THE LOWEST DESIGN PRESSUREAPPLIES TOTHE ENTIRE ASSEMBLY.DIMENMON3 ffiiQWNARETIP-TOxi•-�.0' 0 1 NEEDED INTHE HEAD.ULAND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVARMAWIDTH ORHMQfrDIMENSION SHOWN ONTNETASLEB. MTEI JAMESCFYOURWINDOW. Yhdew Aadar !) •. 3W. 4 USING THE TABLE L40E D WAYDOWANCHOR.SRMAREWCI•ABLE2.SHEET DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,ELLANDJAMBS OF LL F P 8)INSTALL AS PER THE �WINDOW. �• �kN A S.c&D :-� co... ; F CC`s, INBTRucTIONsoNsItEETz •2ao• 0 1 �''SSIIONAI v 8)MALL A8 PER THE tNOTRUCTIONS ON SHEET8241 NOTE'MAT ADDITIONAL ANCHORS THROUGH THEWIN40W FRAME INTOTHE SUBSTRATE MAYBE WMIt�(SEE a LY M PB SHEET 2),AND THAT MON.012 X 1—ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAMEASSEMSLYTIME(SEE DETAILS ON THIS SHEET} 28•a 1 1 PESO= TABLE 2: 'ABLE Window Anchors Required Jamb Snubber Locations Wodow WId1h(4 es wmPl9im8 0•t vwda undue BMW 27-W 30' 33 VZ 38' w• PVB cases SO A> NG ly✓'4 tCIAS oI r AWWOmcgi AnOlet(i�atp (Types 1.4&6) (Types 2,3&" tom Data '� A B C&D A B O&D A B C&0 A B C&0 A B C&O A B C6D A B C&D is" 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 2 63.mul Nona V Irm-(mm 0 ye ti:edua' urdw 23' Headr80 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 less �� each end&30' 26d8H8• Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 2 2 a a a 2 rlrex O.C. Ht 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 8 3 3 3 12•max.tern 12'mss,fans Job 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 *wGV each end&30• each end&30• Q Ho�l8A1 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 S mex O.C. max O.C. � .lr, Jamb 4 4 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 8 8 4 J 40" •PVB`m BUTAC BY KURARAY AMERICA,W. KNAM a a 2 a 2 2 2 2 a 2 3 2 s 0 2 a S 3 3 4 8 "SQL*-SENTRYG KURARAYAMERICAINC. U QQ� Jamb 4 8 4 4 8 4 4 8 4 4 8 4 8 8 4 8 8 4 B 8 4 2 2 2 2 2 2 2 2 2 2 3 2 3 3 a 3 S s 3 II 9 { Jamb 8 8 4 8 8 4 8 s 4 8 0 4 8 6 4 8 4 8 8 4 1)USETDOWSPHIS RTH (n H 2 a a 2 2 2 2 2 a 2 S 2 3 3 2 S 9 9 3 4 3 ALWMDOWBPERTHE Janb 8 8 8 8 8 8 8 8 8 8 8 8 8 0 8 8 8 e 8 B 0 ELEVATIONS ON SHEET 1. SAMPLE CONFKRMMCN DIdEN8fON8SHOWNARE 1M a01SAl a 2 2 2 2 a 2 2 2 3 2 3 3 2 S 3 9 3 4 3 WMDOW 1 RTO TIP. n 8 e 0 8 8 B 8 8 0 10 8 8 10 8 8 10 0 10 X r O 2 2 2 2 2 2 2 2 2 3 a 2 S a 3 S 3 3 9 9 FOR SIZES NOT X d J LL • •A,p Jamb 8 8 80 8 0 10 !0 mx X 8 8 10 0 8 8 8 10 8 a 10 8 'ROUND UP W �, O • HwdlBB 2 2 2 09 ! 2 2 2 2 a 9 22 3 ARABLE 2 3 3 3 3 3 S VAYTH THE OR EIG X FLLQ-I • • 8 8 8 0 8 8 10 8 8 10 8 8 /0 8 DIMENSION SHOWN ON • How=1 2 1 2 2• 2 2 2 a 2 S 2 2 3 2 THE TABLE. X O O ate— ••• O F • 0*00 00 00 Q TCB y • • • • • No. �• Min. Anotw t?%AMP181:FORYVMDOWCOt+A01NATK)NSHOWN BELOw:7H8'ANNEALED�WiB.OVd36, x O X x X � •• •4 *-- •• •• � Emb�M Flats IW MASONRY ANCHORS INTO CONCRETE.+M 80 PSP DP REQUIRED.NO ANCHOR PLATE S Hollow Buck 1' w i 1w No steel 8MB B PUte 0 0 4L! 1' --T4v NoA)FROM T BASE ANCHORS C&D ALLOW A DP Op+70%>� �Q t Q 2 W Q fe- ieT2 V 41 88 sesw No B)FORTEJANA.FROMTME3.ANCHOR YECHMTNHORNDBI � Q V • •• I 5d8` Ar.2060, NOI DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. J V ••• otw 8„s S'SA • wav3W* Y 1 V O)FROM TABLE 2.a ANOMRS ARE REQUIRED M EACH JAMS. 8 or412.410 1 A3881ee1 3w 8AP AC' No m IAI No D)SIMILARLY.2 ANCHORS ARE REQUIRED IN THE HEAD&SILL 1!4• t soar 208k Owlmate Z-'1•a 4" 114 No No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEE 1. 10' 10' FM6ow Baron 2 1.114• No F)PER RULES ON SHEETS 2&3.INSTALL I ADDITIONAL ANCHOR ONTHE FRAME AS�iBLY 0'� C 8 Phre 1318' Yes TUBES®EOFTHE AWNING(F0MA0&SILO 4' �� 4• 0 ifs lta,emel eMe TO Ahan 318' �" 0713' Yea Q1910 o0 0 to0124108s8MB A38S� 3!0' Imo' Aw Yea AM Or.33 318' .048'.18 Oa. es z a.Pkle Y 1 Yea �DOASEMENTALxmm(SE amnaA-m— ly 014.ateelSMS0M 008;1 3f8• .071' es �A A)FROMTABLE%ANCHORSC&ONAMADPOF+70)-83.1. 1 or014,41088SMS A3881ss1 a4 108' 8 Boa a B)FORTHEJAMS,FROM TAKE 3.ANC{ORTYPECHAS THE ANCHORAND / 132V .•��Op1Y LYNN 2.51111 l Y 4• 1 os SUBSTRATE DESIRED AND DOES NOT REQUIIB THE ANCHORPLATE ......... •.Fp 28RrQoaorate 2• 4• 1 eo D i1M steel URAMA Hdor/BIaR 2.112' S• 1.114• es C)FROM TABLE 26,S ANCHORS ARE REQUIRED IN EACH JAMB. �� Filed Stook 2•Va' 4• Yee _ No.38705 : . 114' 1083 3-*SCamolete Y Y1 14W 1 No 0)SIMILARLY.3ANCHORS ARE REQUIRED INTHE HUD&SILL _ CRtsFI$xmonmolook CossetsU4 fi1.0/4• E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM H.EVATION ON BFEET 1. I..A y ��O.•. �:,•,ti:: 8118•a"U9moon BoWt P)PER RULES ON SHEET 2.INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4• r FLAW 8io0k 2-1W S 1314' No ASSEMBLY TUBE SIDE OF THE FIXED,CASEMENT(HEAD&GIL4 �r �ORLDA•.. `cam NQTEs �--2e• �'ao•+�'►� ��'riS��1VAl ENG`�` 1}�14'HOR MUST EXTEND A MINIMUM OF 3THREADS BEYOND ANY META.SUBSTRATE. � -- 48• --—� ai4NeataLLkR P s 2)ANCHORS MAY BE HEXHM.PAMGW OR FLATHEAD. P E sem FOR GLASS TYPES: TABLE 5 rRaoucTaav168D Deafen Pressure 00 br Sh*e Waxie•,A0 AnW wOrau" 1)5118"LAMI(118 AN-.OW PVB-118 AN) m eamvW�S�vHL�� 4)718°LAMI.IG:(118"AN-7118°AIR-118'AN-.080°PVB-1/B"AN) 41i1 OBoLaI.18 wtlar28 zo-ta z7aw6- 33-W35• 8r -PVW'-B-W BYKURARAYAMERtcgM Date ZOIB order 23' +70/90 +Ta4o ♦7�W ♦7aeo +70$50 +7x40 +7-50 0-I5f18' +M-w Na-D +7di•80 +700.30 +70-00 +7" +Ma }-E t�• 3SW +70$50 +7-40 +Ta40 +70080 +70000 +TOM +70750 WWDW . 4V +W40 47000 +7-40 +700.00 +70-80 +711-80 +7091 HEIGHT 5188' +70- -00 90 +70 +7x51 +70$40 +70000 +7x.80 +?W4M2 1 a Q w +7x40 +Ma +W.W +700.88.8 +74ISU +70177.7 +7-74.3 !-I 2 or +70150 +7pt5p +7-56 +7-461 +70008.8 4710767 +7-70.1 --"I o VIM (0 72' +7-40 +WW.2 +7--777 ♦8 I-I +8--824 +8--80a +!N 3 SEES76" +7-40 +71-96.9 +7a•78.T *W3 N-58.9 41-57.2 +h00.5 VVINO 8T81OR N W +7-50.4 +7-71- +80$421 41-54.2 LOCAT1Y AMC a ca f� LOCATK7NSAt6D F}r N � Z z • •• <U r f7 U ]� u ••••• •••• : •••4 17eafetl Pte>•ae(p0$Y0 p 91ad0•s AOadred to a Velkel Frame Avamt017 Tube 0 O •••••• WWWAMIND Z W cc a r to • tmder23'• . MUMS, 273/4• 00' 33.Vr � 3r 12 U • • Mahar 16r Amber%UP AtxAot OroaP Anehw torp AuW ONup Aactw GMP Atxaw(uatp � r co � G7 • A 8 V+ 47M.90 A B C&D B AC&D a AC&D A B GAD B AC&D B qC&D �g F 23- ♦ + +70740 +7-•90 +7-40 +7-40 +7- •701.9D +7-40 +701.90 +700-00 •707.90 + +7�90 •7&40 +7-90 S $ Z 1566 w +7-95 +700 p 0 ♦70$90 +70140 +70191) +TWO +7Or91) +MSO +70/40 +7-•90 ♦7-90 +7-.00 +7 90 +7-•90 +7--W +7--90 � $p N Z • +7000 +7- .80 ♦70$41 47--90 +T-+W +TOM +7-90 +7--80 +7-40 +W4O +701.90 +7040 #W-20 +WW +7tl9D +7&9049' +701#9M •4Ta +1.56.8 +7--W +WAD +7-41) +7-91) *?WWB +7-41) +1-40 +7-78.0 +70M +7-40 +7-•W QW491.9 +W40 �-1 3 0 +M5M4 •7C'-W +7-40 +T-� ♦7--00 •7-&i2 +70140 ♦7-40 •7-70.8 +7--00 +701.89.2 ♦71040 +7-•543 +7-•Ba2 S a. -18 0 +/4118 +7-812 ♦7-41 +701759 ♦T-90 +7-7Q2 +7C W 5 +7-00 3 N829 N-ffi0 +T-782 + 7 +T-•71.2 +T-743 'Z5 :1493 +7 77.3 +7-40 +7-•72 8 +7-90 -141&9 ♦7-863 •7-75b +t 9 .7-765 +701.71.8 ♦7-737 N47.8 ♦T-701 (J� 0 W 4 •• • g Q ul U • •••w • •• FIIAMS J •••••• ••w• • • tCMAX.� TIBE TABLE 7: • • » 11) WINDOW Oaefen Preaattre(peQ W 1Alhtdog8 A9aehad to a Hodmtttal P�rre Aeae�17 Tt®e a • Y00ndaw Yam HERW t� Bettdw2S' ?b•18r18' 27•x4' 30' 39.112' 35' �' tl1IPNHT FRAME AMMI lag, k Glow *Fore � anatmcwmtP Arohwtiray Aasltwtitw+p 11 �WINIM ANCHOR WWTH O 2 Andw AmberFWOHT TUBE ADDITIONAL coos 4 A3 A0 A5 M 8 AC&D A B C&D A a1+7&-W Ur MAX _ (4)•1)` � e o ON 0 paw,M2,1" +7-50 ♦7-51 ♦71-00 +7-40 +7-•00.1 +7-40 +70000 +7-78S +7-.00 +70091) +7-A4ADDRIONAI. SBE SHEETS 1&4 FORWINDOWANCHOR+7-•00 +7-40 +7-•80 +701.80 +7-40 +70-80 +T-59.8 ♦70090 +7-40 +7-54 +7-4ANCHOR LOCATIONS AHO QUANTITfES.SEE SHBBT+7-•80 +7-•80 +7-40 +7-40 +7-40 +700.00 +7-80 +70-80 +7-40 +70091) +7-40 (), . 3FORANYl�1TIONALANt L9+7-50 +TOM +70081) +70090 +7-50 +7-50 +7-40 ♦7-40 +70-00 ♦7-50 +71150 RBQUOtEDFORTHEFRAMEA88EM81Y � OTUBE• .........!+70!40 +70140 +74000 +7-50 +7x40 +70140 +7-50 +70$50 +70000 +707$9.2 0104192♦7-•00 +7-51 ♦70000 +70158.8 +T-•565 +7-50.0 +70NT7 +70Kt.7 +70VTT7 +7a-741 +70074aFSEE SHEETS 1&4 FOR WINDOWANCHOR+74 00 470140 +7-51) +7-863 +7-798 ♦T--75.6 +700767 +7-•TS.7 +TOr-71.7 +70M.1 +70PM1 LOCATIONS AND QUANTRIBS.SEE SHEET x.587+7-50 ♦7-•875 +70077.7 +7-71A •8-524 +Wt524 +8-•809 +5-•90.9 +00tW +/-89.3 +OW3FORANYADDITIONALANCHORS♦70$46.8 +70$767 W47.3 +148.8 W489 +1.87.2 +f575 4i.WA 4j4W M-05S REIWIREDFOR THE FRAME A88EMB.Y �: •�� 64' +7-50 1 +70090.4 +T-77 3 +9-621 -146.2 +14U TUBE %O� SfA E p 4`S, ............NOTERl- 1HEET4FORADDmONALSAMPLECONPIOURATKNS. A`Lw•'mA/ .�o.` 2)8EE WiEET4 POR SNt251ERREOUIREMENT11, P.Ee FOR GLASS TYPES: TABLE 8 omen tie Sb* 7/16-LAMI(3/16 AN-.09(r SG-3/16 AN} Ifs as � a a 11>,udifgCode viuvbwwm '80'=SENTRY YKURARAYAAIERICA.INC. AtwremacoN016-061143to wrder23' 25-WW 27.311' I 30' 33.117 38' 37' ._.._.._. under 23• 4W-130 *9100400 *00f-130 +8 138 +801-130 49&130 +811.130 VWII 26.15"r *900130 +800130 +90/•130 *8-'190 +801-138 +100-130 +ML130 NEIOHT 36-W +90)-130 4 W130 +9W-130 +90t-130 +80!-130 +90.130 +W-= y 48' +8011-130 +901-180 +W-130 *9W-180 +900.180 +904180 +8W-•130 i 50.678' *9WA96 +801-030 +900 1 ♦900 19D +801-030 +800130 +80F1( -. .- a 80 *801.180 *8Win *800130 +900-130 +800-'190 +8W130 *900=30 W ONA SN 83" 4900180 *9W:139 +8W190 +900.190 ♦8N-090 +800130 +9001288 SEESHEET81&4FOR = T2' +800780 +800-030 +9W190 +80018- +90012&1 +800/228 +9W11S8 R 78' ♦900-130 +900130 +8.130 +9.190 ♦SW-124.1 +800118.7 +800100.8 LOCATIANDQUANTI17E8. n� 94' +9&1180 +800190 +900190 *800190 +8001184 co 0 Z � • •• O •.••• ; .••. Deem Prees=WQ to Wbdowa A9adrodto&1fe*o]Rome ANUAW Tete U a W ��--�� •••••. wladowwldh Z w m &0dw23• ?5.1&00 27.314• 30' 33117 35 37' N a Q •1►.-L-.-1 • A&cha nom••••• AWO&OM Andwr Oro. Anchor Group Andes Croup AeeO GMUP AW•GMUP ems•• r• V1 U3 A B 1C D A B C&D H A,C&D A B C&D A B C&D B A C&D A B C&D wrier 23' +700486 ••78090 *77586 -*Mn +7W w +70080 +7W4W +70(90 +7.90 *M4)0 +79.90 +7&-90 +79.80 +70180 +7W90 0II&W *70090 *7.90 ♦70090 4=40 �� a� � Z • 8` +TW .0.4m ♦ %ft.W *7W.W +7940 +7&90 +70690 +TWW NN40 ♦7.90 *70098 +7940 *7W40 +70090 +7.90 +701-98 +70090 +7W-W +794D Z a0B31B• +7&•90 +78101.8 +7& 70M +701.81 +V40 NW40 *70190 +7.90 +7w90 +7&.90 +7&-90 ♦70090 +7&9D +799- +7989 *7W�D +79� +70090 +798- }?y- +TN- -lAC3 QW-90 NW.9D +880.8 +7009- QW-W +70PW +TW90 +7&•90 *7&•879 +70+410 +70090 +700.90 +79.9- +70090 •7&•90 +70(•80 +7&•8&8 •7&�D Z • ♦ •7&40 +7&-90 +7W80 *70090 +TW-88.2 +T&AO +79.90 +707.90 +79.90 +781.89.2 +7&,9D +79.90 +701.84.5 +79 0 • •8 It NM9 +f 9 +T9 +70040 r681.d 799DUl • +/6&b N�8 +700a1• 4>•8940 ♦551.8 +79812 rT014D +79-7$9 +7989 +7&89.8 +7&702 +70190 +700809 *700788 +7990 *TOI.7S2 +7&9D +7980 *TOt7t2 +70080 W • • +44MLY 8 • •89 b +149 9 +70 77.8 +76140 +79 28 +7&9D +7&86 3 N$89 +70090 +7978 b +70074 9 +7940 ♦7&•71.8 +T94D rTOf b +167.8 t79 In W • •••• • •• FRAME J V • (� ABBY • • • 700 '� 1 •••••• •••• • • TABLE 10: • • TUBE a � OedMPressure B*fcrWindows IWedwdtoaHaitaftFarm Ass•o0'!rAe 7WINDOW mei whwo Width T walet23' 25151 279(4° 30' 891/7 35' 37' HARM A88EMMY MEOW An" Andror Andros Antlta Aneia Anchor Anchor(roup A.haG" � TU8@ •�WINDOIU ADO Ttom i• dm o atop am* Crow Croup (roup ftmp All All AU A0 B A C&D A B C&D A B C&D /0-k1-A-X WIDTH (4L0T�. o$aQ wOm 23' +7990 *7940 +7W90 +T&-S +7071 +1&•90 +7.90 ♦79 Y&b +Twm *1-90 QW74.3 +7&40 I SEE SHEETS 1&4 FORM6NDOW ANCHOR 0 25.1518' +7940 +70040 +7990 *7&40 *TN40 +7&40 +7W-889 +7&-W +7W-90 +70084 +7W'W +79.00 (4�hF REM LOCATIONS AND OUANTnm SEE OHM 8(1.378' 47&4D +70090 •7&M +7W40 +7940 +79-SO +7W40 +700.90 +7N4o +199- *701-90 +TW40 3FORANYADDITItN1ALANCHORB REQUIRW FOR THE FRAMEASSEMBLY 4\\a(LYNN✓titf 4ji�i 68' +7&90 +7&9D +7W40 (7990 •7&9D +7N 90 t7&90 (70090 +7&•90 470196 +7&96 ♦799- I w9IDOMt NBA �� O .......... 80578' +70090 +M w +7N4D +7&•96 +W40 +7940 *7.90 +7&4c +7N 90 +7-80 +70090 +7008- -"1 80' *7990 +7074- +70090 *TN40 +7N40 *l&90 +7946 N&40 *?W-W +799- *m w +7940 SEE SHEETS 1&4 FOR N7�wANCHOR ` jt or +7&40 +7.90 +7W.W +7W40 +7N40 +7940 ♦TW9 *7w-w +70046 +7&40 +7&40 +79.90 LOCATIONSANDQUANTITIES.SEESHEET No.Fi8705 T7 +7400 +799- +7&40 041-w +70090 +7&4D +7990 +7990 +70790 +7&40 ANY AODMIONAL ANCHORS +70090 47940 SREQIBREDFORTHEFRAME ASSEMBLY ` 78• +701.0 +1N40 ♦7&4D +70090 +W.90 ♦700 9D *7940 +7990 +1Ot40 +70090 +7990 +7008- TUBE p . 84- *7&4D +Tom +TW.W +7990 +7N40 +mm : a S TE `y .C�•.FLORWP'••�C� 1SHmr4FgtA�RIONAL8AN�LE0Q1aTGURATKUI8. �{.� P.E. 2}9EESHSEr4FOR9M ARQQUIREMENT8. P 4 FOR GLASS TYPES: TABLE 11• 3)7/16"LAMI 3(16 HS-.090"SG-3/16 HS) PRODUCT R8VIS4D Design vmesmetae9matnBie Wa>aows.A9 AnWmomu�pa ( +mc�mds'�e witbdm PlmMe WndoW WkM 7)7/8"LAMI.IG:(3/18"AN-1/4"AIR-3/16"HS-.OW SG-3(16"HS) unamZi' 23!8118' 27414- ss•1lr 35" sr 9)7/8"LAMI.IG:(3118'T-114°AIR-3/18"HS-.OW SG-3/16"HS) g undo2r +901-130 +8WSW +BW-130 +8 130 +8a-130 +90130 +801-130 •S(r-SENRRY MWAYAMERICA,M BY 28.18119' +900130 4900130 +BW-130 "W-138 +900130 +11W-190 +9W-13 38.311' +800130 +801-130 +8W-130 +8W-130 +9W430 +BW-130 +9W-1W 48• +900-i80 +B0.-130 •8W-130 •96-131 +900430 +801-130 +811.130 -�• 80618' +801-130 +801-030 +8W-110 +80130 *80!•130 +900130 +80-130 f tj Q or 4801-130 +901-138 +9W-130 +9W480 +90130 +9-130 +8W-130 �� = g or *0-100 4SW-130 4W-130 +001-IN +90Y188 +BW-130 +0*1� � N ?r +9W-130 +90!•130 +8W430 +900-M +9W-180 +800.139 +90/39 78' +801-130 +80.-130 +110!•130 +900130 *900.130 +9W-130 +900.130 � 84• "W130 41100730 +900130 +900.190 +9W13o Wm f[T1_• f�A SEESHEETS1&4FOR wWRGMANCHOR 6!S An82 aNmTIES, 0Z 5 g IIB�JJ 1 TABLE 12: DWP Prm mab4 for Wkdwm Uwbed to a Vm"FN=Aem*Tule .-(,.}.11 a LL ��E Il bt • Wdh Z W P ` I • • • oader 2R18f18• 2T Ir 331 !2` sT° CL A • L- AnchaW • • Andrafi v Anti eapv AndwGMup AWN&a* 0 0000 ipso • • A 1 9 O DI B C&D B G&D A B C&0 A B C&D B 0&D A B C&D ♦ + 90 V9 90 +=40 +70699 +700.90 +7040 +701-90 +7940 +7040 +70.90 +70090 +TOAD +70699 0040 +7W9D +TW-90 +707.99lr.2r 1 +TOM +70690 +14690 1101.99 +70090 ♦7098 +70IX BO +70.80 +70090 +70-90 +7099 +70.90 +7W� +TOAD +701.89 r7M +TOAD +70099 +7009036-W +70090 +70-71.8 + + +70-98 +7040 +70 00 +7090 +70090 +71140 +7090 +7040 +700.* +709D +70099 +7W-9D +10190 +7W90 +70099 mwb H$.3 +TWO •+19-90 +7W90 •7940 •7090 +7940 +7090 +TW4T•8 +?WAD +7090 +7940 +?040 +7090 +7W4D +7940 +7048.9 +101.90 �80.918' *1-08. + +7040 +70140 +7090 +79-90 +70-90 +7W.M2 +7090 +7090 +7090 +79.9D +TWW.2 +M.SD +7990 +70.86.3 +7990Q-*1 88 N 468 +7980.7 +70040 +?00112 +70F90 +70 789 +7040 +70744.0 +70070 2 +70600 +7980 5 •70078.8 +7993 001-M2 +?0099 +?940 470 71.2 +700 0 Zg 080` *19&7 S ♦ �8 +?0.77.3 +7046 +70.723 +7090 +7W�.s ♦188`9 +7090 +70.788 +7974`9 +7W4D +7W71.8 QQM +7068&6 *141.8 +7990 -i (�() z NW Q • • • • 0000 W8 �W s4 U 0000•• •0000• J • • • t9�te -� A �"U • ASSBA18t.Y • 31 0000 ••00•• 1pMAX� TUBE • 0 0 0 0 • t&VPMMO&QfXWMmAfladWtoaHmkMWFM=AnomblyTiftgWINDOW � • •• • • Wln<taw Wkb a FRANCE iT AIR A user •2F18118' 27414• 30' s3-tlr 38' sr HEIGHT A886MBLY j x 1� TUBE -I_ ArroharOtmiP Anonmomw -0 . �ws6>wY I ti a o An at Al as B AC&D A B C&D a B -C-&D ' worH 418R o¢ z mnter23• +7940 +7090 +7090 •7090 +70421 +7040 *70049 +707.78.8 •70699 +7990 +?W74.3 +7&-W ADDR9)NAL SEE SHEETS I&4 FOR WINIDOW ANCHOR FM KAL 26.18718• +7W-o +79+90 +7040 +7040 +7049 +7990 +7948.9 +?009D +70080 *7986 +7040 +�80 I410 LOGATIOHSANDQUANTITIES.SEESHEET 3844 +V40 +7940 +70090 +70090 47040 +7040 +7040 +70690 +70090 +701-99 •7990 +70096 3FORANYADDITHEFRANCHO 4r +7040 +7040 +7048 +79 80 +7040 +7040 +7040 +?W40 +70690 •0040 +70.90 +7949 -I WIXDOW I REQU0IED FOR THE FRAME AStiEMO Y ...... + • + + + ♦ • + +70090 +7940 +70090 +7040 u�' ��`TO••'......' �i 604V rW40 ?W� 7994 ?940 7990 7049 7949 ?940 TM `�� • VCENSF •.• •� 80 •7090 +7040 +7W40 +7040 +7040 +7090 +7040 +'AVM +7W9D +?0-00 +7990 +7W9D SEESHEET81&4 FORWINDOWANiCHOR yti or +7040 +7040 +70.90 +7940 +7040 +7040 +7040 •?940 +701-99 470690 +7080 *7949 LOCATIONS ANDQUANnTIETl.SEESHEET No.587D5 7r +7040 +?040 +7040 •7990 +7090 +7090 +7099 +70099 +70690 +70V9D 4Rg4p +70+789 3FORANYADITIONAIANLF10R8 76' +7090 •?040 +70140 •7048 +79411 +7049 •7040 +7049 *?am +70.90 +70090 +71+740 TUSE.7EDFORTHEFRAMEABl MBIY 7 I /4• +?0040 +7940 +70140 +W40 +7040 o •.-' S O e .•' � 11 OET 4FORAODIMNW.SAMPLE fONffIGLIRATtONO. 2;SEE 8HEET4 FDR SN0788FRR11S. FOR GLASS TYPES: TABLE 14: 5}7/8"LAMI.IG:(i/8"T-7/18°AlR-1/$°AN-.090"PYB-1t8"AN) PROQIJC7RWitham oadgn Preasaa(ps6 for 889e 1MIWowa,Al Arohorfkoup8 0,eo�piyin9 withOgFtorids v4bd WYYH>h 'PVB•=BUTA BY KURARAYAMER�A,INC. I?-osscl-vs under23• 2514118• 2734• 30' 33.112• 36 3T WNW 470140 +7WW +78-90 +7W9D +M40 +70190 +79190 By Acocptmm 2&16110' +0140 -W410 +7090 +70140 +7W-90 +70140 +70140 303/8 47080 +7040 +7&40 +70190 +70140 474190 +7040 48 +70190 +TW9D +7W80 +NW40 +701.80 +7&90 +74W W+7090 + + + +701 SUM +7o Q 690 .90 7680 +70180 70140 70140 +70180 00110 oM40 +70190 +MW +7089.8 +W-84A MIND 88 +7090 0W40 +7W40 +7090 +741472 +70164 +7&789 U 72• +70190 +7014+ +76.86.8 +7081.8 +8W70 +801419.4 +810187.8 L U 78" +7090 MMIC +76.88.3 -700 78.7 *w w2 +80862 +801&4.3 µ�pp�y = � 84' +70140 +7W40 +76411.3 +8070 +801413 STH F- N 4 BEE SHEETS 184 FOR LLL o�y LOCATIONS AND QUANnTim Z TABLE 16. r Deetyn Pmew 4"tor4 bdm ABmlmd to a Yodbd Fm o Asuffl fy Tube d(� -} WfltdtY998h z o W• •udtarl3' �18f18 27.0-4 30" 3341Y sr sr Meier • Arohx6mep AnobwOmp AmhwM alt Armhore" Armber8mep An*w*moN 00 •Sao A B I •C• •D A B CdD BAOdD A 0 OdD A B 090 B ACBD B A,CdO r 9. • UW&2r +70180 + + 70190 +7690 +74140 +7690 + +7019D +7990 +70180 +7W W +7640 ++7-80 0" +70140 +7690 +7&4D +74140 -1 0 • arr + +70(40 460190 O W40 +74140 +70190 +70140 +74140 y0/4D +NW40 +7W-8D 470140 +7-80 47W9D +76.90 *74190 +7W40 +70190 +7W90 3A1• � OODD Q S8 +70180 +74141.8 47W81 +70190 -70140 +70190 +7W40 +W40 +7W90 +NOF80 +701-90 +7-80 0W410 47W4D +MD +70190 +70140 O O (_ 48 0w-al, 4103 + +7680 +1.84.8 +7640 +7080 +7080 +70140 +70140 +701879 *MW +7090 +T-78.8 +7000 -70190 +70140 +NW48,8 +7W40 Y • 9PiW' 41424009M.3 a 40 +181.4 +7&80 +M9D +70180 00410 +7W90 +701432 +70140 +70140 +7-748 *70140 +70892 +7&-01 +7084.3 +7040 80• a + +1.81.8 +7-812 +70140 -70178.0 +70140 +70189.8 +70702 *M40 +70403 0-MG *7&80 +70176.2 +704&8 0041.2 +70184.8 FZ • • WW? +F49,8 -701987 +M49.6 +141.3 N077.3 +MM 0W13 +70140 +701$63 41-WO +7080 +701+8.6 H•68.9 +701872 +701.71.8 +70184 N•�9 +76:►8.9 Q L@+Z 0000• ,gN Q 0000•• • • (� FRAME • • • • i••• 10`MAX. A�EMBLY W 0000•• • 0000•• TIS DU •il61Ee14R •••• 0000•0 T ��,,,,��{{,�� ►Ye+Doiv tD • •••• • •�•`�°•t Peesame 0m81nVNMox•ABedm4 to a F(o1ltWlkl Feoute Aeeemby Tldle HEIGHT ® C4 N • :000* W6de�v1Nll0h anger 246` aWN6118• 2134' 9d' 3S•1PP 36• 37• WD(DOW FRAME ADDITIONAL 4'xa! H£KIT ASSEMBLY WMTHANCHOR u s a Ammer Armhm Anchor Anda Awho GMV ArWWG� AndwQwW TUBE {�IFS o o 0l�p GMW 0-0 emw All AN AN AD B ACRD A S CdQ A S 04&D 10*MAX SEESHEETS1d4FORWNDOWANCHOR az mldot28 *?W-0 #70M #70.80 +7090 +70142.1 47&00 47640 QW-711.3 47690 +74= +7-74.3 QO%w ADOnIONAL LOCATIONS AND QUANCfflE$•SEE SHEET o ,y 3 FORANY ADDITIONAL ANCHOttB F3 25-WW -70140 + +7&40 +7690 47040 *7040 +701408 +70140 +7080 +=44 +7040 +7&40 ANCHOR REQUIRED FOR THE FRAME ASSEMBLY p7r +7080 +7&90 *7090 4700.90 47" 470M +700.80 47W40 4701.90 +7080 +7080 +TW-W (4)IF REQ TUBE.+70M *70.80 +7090 470.80 +7840 +7&•80 +"NO a7W40 +7W40 +701.80 +7090 +7&40WNDOWWWDON 47090470190 *=a 47690 47O14D 470190 +7080 *7680 +7040 +7W40 00M +701904r+7&40 470140 +7080 +7690 47&90 +7&40 +7048.8 +711 AO +7&48.8 +7044.8 +76848 +7-84.847-00 #7040 +74140 +701972 +MM.2 +70186 +7044 +7&84 +7079.9 +7-783 0W78.8 SEESHEETS184FOR+MN�MOANCHORz �: 140 G _ LOCATIONSAND QUANTITIM SEE SHEET+70140 470140 *TW48.6 +7681.6 400170 +80140 +86 4 *8689.4 *8099.4 +8W47.6 +80147.8 480147.8 3FORANYADDITIONALANCHORS+70146 470140 +NW483 -701787 4800872 +807472 +801842 -BOt482 +BW 86.2 +86899 48014 3 *80639 REQUIRED FOR THEFRAMEA88EMBLY+7080 +701.80 *NW813 +80140 +8681.8 +801418 �E %��S G• �,:=w 1�sEE eNaFrmeAODmoNa BAMPUEr aOURAT�rIs NOTM k rUN 14- 2)8EE8HEET4FOR8NUBBERfgREbffi4T8. pir FOR GLASS TYPES: TABLE 17: a Doh PressuretFe�1u 91re�waha•pe.A9 a„a,or Groups 8) 7!8"LAMI.IG:(3M8"AN-114"AIR-3116"AN-.09T SG-3116"AN) rm8vftft nvw3 ��vna6h 8)718"LAAMI.IG:(3/16"T-IW AIR-3M 6"AN-.090"SG-311("AN) �t o tis•00 .13 ur4w23' 28-05116' 27.314' SO' 33.112 v 37' 'SM-SENTIW BY KURARAY/NRERICA,INC. By I)eto 1$ under 23' +99130 +SDI.ISD +861-135 +601.130, +60(-130 4801.130 499130 20-15/16' +S9-130 +80!-130 +1101-130 +8913D +99130 +800130 +801-130 311,W +801-130 +901-130 +80,!-130 +90(--130 #801-130 +Bm-130 4801130 48' #800130 +80%•130 +901-130 +807-130 #90.130 +09130 +Oaf-/SO T Q 60.818' +89130 +99130, 4WI-130 +800•130 4800030 4904.130 +W-13D 60,' +80(-130 +8W-130 +900-130 +OW-130 +901.130 .001-130 49W 130 HEIGHTI w W 89' +800130 4801.130 +900.130 4WISO 49D-130 +8W-130 +9W-130 y J 72' +901-190 +800130 +900130 +000130 +1101180 +80(-120.8 +90110.7 78' +900-130 +900 I +99125 4900-130 +900-128.2 +800-118.7 +900-1080- -4Y75i w� � � 84' +80,1-130 +001-130 +901-130 400-130 +907-110.4 WIDTH SFk6HEMI&4FM U.1 YMIINDOWAN � 0.T LOCATIONS AIS OMANTITIES. Z T t& Pastan Pressure 018I1(or Wbde•sAt to a VeMW Frema A1•ernMr Th&e LL m.W 23'i •• 2545!18' 274hP 30` 33•V2' Sr Q 0 • • Amber Group AnOnW Group � r • • • AOOhor 41r�p Athdhor 0iraep Aedhar Group Anchor Okwrp Ahxhor Otoha �. (� N •g26-16MIr C D A B CaD B A C8D A B C&D A S CaD B A C&D A B C&D O • 47090, 4iN90 ♦71590 +701,90 47040 +711(-90 470090 +7990, +70090 471740 +70090 ♦7990 +70025 +7990, +70190 +7990, *701 +70140, +�4p+7W0 +70090 • W +7090 4M.SD +MM +70090 +701.90 +7W-90 4791-90 +7940 +7a-S0 +70.90 +701.90 +7W� +7&40 +7W 0 +701.91) •700.90+70090 ♦79011.8 040 +7090 +70091 +7090, 470080 +70090 +7019p +7090 +700 90 +70090 470090 +7090 +7090, +70 +70190, +7090 +70090 NW90+70 .3 4 + 4.80.8 +MAC +78 M +701.90 +7090 +70-90 +70878 +7040 ♦7090 +7090 +7990 +7990 +7940 +7090 +709&8 +70090 52Agw- N j• 434.3 +10106 OMM -141A +701,90, +70040 +7W90 +7040 +7040 +7W4M2 +70090 +7090 47040 +TOAD +70!•89.2 +7040, +70-90, +70044.3 +TW4D 4.58.5 -145A ♦70 +70190 457.6 x70$12 47090 +70769 +7948 +7089.8 +7W-X2 +7040 +70025.3 +70070.8 +7040 +700732 +7040 +7040 +70.74.2 +TW90 Q Z 1;• H • 8 ♦ 7 r7p49S 4493 *79.773 +7090 +700-723 +70 90 +70 9 +148 9 +7090 +70-78:5 +70074.9 +7090, I 4701-71.8 I +7090 47086 6 418!8 +7090 _ •(/J 4 •••••• • •••••• FRAhM • • • •••••• •••• •••••• ,a•IhfAxl---Jf--- 9EN9Lr 19: E •*00000 *ego oPheeahue peglar Why ABacmd to a I4edaorttel Pnuae AhlaemOty Ttbe e •••• WHh00w wm WINDOW FRAME01sWW 20-15MS' 274!4' 30" Al 33.112 SY 37' HEIGHT A896MNY �An" Anchor Anchor Anchor Anchor Ahn�r Armhor(� A CBS � TUBE — ADDITIONAI ANICHOR Quoup � �P �p �P IWMAX AS A9 A0 A9 B A,C&D A 8 C&O A B C&D C 2 oz c under28' +70090 +7040 +70.80 +70000 +70142.1 +7040 +7040 +7W-78.0 470080 +70140 +701014.3 47040 ADDITIONAL SEE SHEETS I&4 FOR WINDOWANCHOR IIII lOOVION8AND QUANTMM GEE SHEET 20-111-718' +70140 47040 +7040 +7040 +7940 +7W90 +7948.8 +70140 +7040 ♦7044 #7090 +7940 ANCHOR 3FORANYADDITIONALMCHORS 4 i 38318' 4=40 +7040 +7040 +70040 +70090 +70080 +70040 +7090 +7040 #W M +70040 #7940, (40-IFRr4 REQUiREDTOitTHE FRAMEASBEMBtY TUBF- \`�.��OD.. LYNN ...... 4S' #7940 +TOM +70!40 +7940 +7980 +7040 +TOM +7W40 +7W40 +7040 +70040, +70140 -.4 �• ✓'WCENSF�'''Y,�F,� 8' +7040 +7040 +7940 +7040 +7940 47940 +70090 +7W40 +7940 +7990 +7090 +70000 t grylp7}{ 8d' +70090 +7980 +7040 +70140 +7940 +79.90, +7040 #701,90 +70090, +70090 +70411 +7W40 BEE GMEETS 1 a 4 FOR WINDOW ANCHOR 83' +70.00 +70080 +70060 +7940 +7940 +7990 +TOM +7040 +7040 +70M +TOM +7040 LOCAT03NS AND QUANTRIE8 SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS 77 47040 47940 +70140 +7040 +701-00 NW-9C +700.90 #707.90 47940 +7940 17040 +T0090 REQUIREDFORTHEFRAW01A8S91WISLY % • ��Q s 78' +70740 +7041) +7940, +70090 +940 +7040 +7040 470080 +7990 +7040 +7090 +7940 TUBE. �0TE OP 84' 47tY46 +1!740 #7980, +70/40 #7980, 470890 i s U`. %Sr01VAL '., INOTM ,)8EESHM4PORADDlTMAl8AWWCONFMMTION6. 0.L 010 .P8. 2)8EE BN@ET 4FOR BNUBBERFOX&MVEMMITS. P.9AMW TABLE 20: t.124'�-+•-• item or#.# Deamlp8on Material ASSEMBLY DETAILS .osr 1. 1 7402 R1ain Frame Head,SIH&Jamb 6083 TBAImn qLL OEFAILS SHOWN FROM THE INTERIOR Nt7x1 2 7471 MdforPlate 8083•TBAItan. 2.910` .126' 3 7003 SaaftTo Bottom&SfleBall 6003'TeAhmA r 2.741' 4 7008 Frame Comer Sl NOM 5 7009 Salt Comer K Sled 3 r 6 74m Frame Gasket Vbryl Foam t.1S9" 7 7072 SeahOwmrGasket VwFoam - 2784' 2.139' 8 7070 BulbVleathe 187°x275° flet PVC 70 20 WA Maxim Multi-Point lock SASH FRAME HEAD, SASH TOP, 71 FRAME _ SiLL&JAMB BOTTOM&SIDE ASSEMBLY TUBE U 7414 AWlti-WdcKeNepr ASREGUMEOPER 2 CORNERS #mm,8003-TB #7=160�3-Ts #M.G 83-Ts TABLE 3.SHEET 4 13 7013 e BarGldde 1 14 7015 a BarAme 8 a 86 1 9tl9' 15 7028 Maxim O mtrn WWa°?4° � Aw �d tom• 220T 16 7027 Mexhn Dud Arm r WW%W �e� 17 7030 OpmtprGukot vhw Foam .42r I a23 18 7031 tator Backs Plate StB� ' is 7051 operator spacerBlack Nylon 3 FDO=D • 7M2 Stud Bracket steel O ANCHOR PLATE 60 SCREEN FRAME ADDON FLANGE 21 7033 call &Skier(Dual Arm Std I #7071,808348 #7006,8083-TB 70 #134,8083-TS 72 7023He MSnIE Truth stent •W •7 Wn abl Truth std 6 24 8teol _ "4 • SW r Steel 1713 SOMMekick z 111a 4! EPS 05 1714aW x 7 Y EPS •w BM' 7036 LwdBond B• • • 6088.16AImm • &dC 6083-T6 AImn. #7059 term Bead D• see* 6061-� 1 BEAD B BEAD C 38 1224 O #7038.8083-T8 #7042,6063-TO Jtm VIWBtAbWdp(ymnl RoxPVC 70 50 a DawdbSfllwn9sdftWQ INTERIOR i4 07006 SaOMSPamh& 000000 3108.414 Ahrm. .17r 7040 rner Polypwd— 8 StaemtCittth • • Rbmgesa to am EM.PVC4 64 320 etakdm Steel 70134 Add-onF $QW78Ahm, FRAME I '� 71 7004 Frame Tube SUMBA[ '' CORNERS 37 SEADO PRODi1Critsvism 80 1f8.32x °Ph.Pn.Mach.SWMB SteWeasBtaef #7089.8083-T8 m ,gyp 81 1157 IMx ML fit.SNB 8teltNeea 8 as Bwmfn C06�-051q• 82 #Bx A.Ph.SMS Stalaleae Steel tt 11 t i i i rJ+ aewee W. awe: Rertm°n a Dara 1!t 8.9 #sx7 0.Ph.9M ,�`�pid�......,?H/( 4�, 84 la%1"R.Ph.TU Stdlnim aw `�t�.'ucENs�''•. ': 1B #sx 1°QDed Pn SNB eteinbme sleet `t Revrsea et'. Deco: ae�ren A. 86 96x1- Q=dPnStA SMlatese8t�l ` Nt1.SOT05 "" LM 5/16/16 � THBSHEEr 87 Uwx Ph TEK 8taktless Sted 89 #10.24x 3WPh.Pn.Tt?EF = Ct . r ton �` '7~l !S BOM AND CORNER VIEWS J ROSOWSKI Bo #12x 1°Ph.Pn.TEK Mmrttesa 8te� '? im YEOMOUM rL s42DM mw � ''•:��:5 c�i P.O.BDx 1529 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 NOKOWS.Fl.34274 '5-weeL• Crosdng Pb. ICev: A LYNWMaLert.PP. of AM.�� CA-740 NTS 10 0E 10 MD-CA740-LM A PJre6BT00 (MIAMI MLIMi RADE COUNTY PRODUCT CONTROL SSCTION 11905 SW 26 St=4 Rom 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ERR) Miami,Florida 33175-2474 BOARD AND CODE ADM1rTISTRATTON DWWON T(786)315-2590 F(7U)315-2599 NOTICE OF ACCEPTANCE(NOA)- v^wmiamidactogovfb=oms PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable roles and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami Dade County REEL Product Control Section to be used in Miami Dade County and other area where allowed by the Authority Having Jurisdiction(AIM. This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Scation (In Miami Dade County) and/or the AM (in area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immctliately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. Thisp roduct is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"FD-101"Aluminum French Doors w/wo Sidelites-L.M.I. APPROVAL DOCUMENT:Drawing No. 11005-1 Rev E,titled"Alum.French Door&Sidelites,Impac V,sheets 1 h 10 f 10 dated 04/04/2012 and last revised on 05/29215 prepared b POT Industries, signed and sealed by throng o , • ,prep y Anthony Lynn Miller;P. E., bearing the Miami-Dade County Product Control Revision.stamp with the Notice of Y Acceptance number and Expiration date b the Miami—Dade County Product Control Section. p P MISSILE IMPACT RATING:Large and Smau Missile Impact Resistant Limdtations: 1. Use of Table 1,require fill length reinforcements(item#22)for OX,XO,XXO,OXX,OXO and OXXO.The lower design pressure from X,XX door or 0(sidelite)shall coatlol. 2. All laminated glazing options(glass types,A,B,C,D&E)must have 3/16"HS glass at interior side. 3. '/4"Elco Ultmcon(former Tapeon)to be 4"OC into Cone.and 6"into CMU(jambs), 4. Unlisted missing items#68,69,75-89 and 100-102 in Bill of Matexial are not part of approvals 5. Applicable Egress requirement to be reviewed by Building official. LABELING:Each unit shall bear a permanent label with the manurer'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 a•for 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,"or manufacture of the product or process.Misuse of this NOA as an endorsement of any product; for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section ot:this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. . .... ... . .. .. .. ... so 0 INSPECTION:A copy of this entire NOA shall belvovh Oct V the tuanufacturcr or its distributors and shall be available for inspection at the job site at the YegdM of l&Suil&A Official. This NOA revises NOA#12-0516.02 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. 9:9 •. 0:0 • The submitted documentation was reviewed by ftbq I;Cba� lla,PX. . :': : . .. . . .. . . . NOA No.15-032824 Mai ... . . ... . Expiration Date; October 18,2017 Approval Date: July 23,2015 Page I . .. .. . . . .. .. PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVE,NCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#listed below) 2. Drawing No. 11005-1 Rev E,titled"Alum.French Door&Sidelites,Impact",sheets 1 through 10 of 10,dated 04/04/2012 and last revised on 05/29215,prepared by PGT Industries,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS(Submitted under files#12-0516.02/#11-1013.22) 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of fixed sidelite(0)w/insulated laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL- 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 FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with marked-up drawings and installation diagram of Aluminum outswing doors w/sidelites,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No FTL-5212,dated 05/05/2007,signed and sealed by Carlos S.Rionda,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/22/15,complying with FBC- 214(5''Edition),prepared by PGT,signed and sealed by Lynn Miller,P.E. 2. Glazing complies w/ASTME-1300-02,04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I..DuPont DeNemours&Co.,Inc. for their "DuPont Butaciteg PVB Interlayer",expiring on 12/11/2016. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc.for their"Saflex(clear&color) interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5''edition)and letter of no financial interest, prepared by PGT,dated 05/22/15,signed and sealed by Lynn Miller,F.E. 2. Lab compliance as part of the above referenced test report. G. OTHER so* ••• •• . . . . . . . . 1. This NOA revises NOA#12-0516.04?"1'5/l?ajproQ2. Test proposals dated Jan 18,20.11 and0 by Jaime D. Gascon,P.E. • Isbaq I.Chanda,P.E. . . . .. . ... . . .. . . . . . . . . . . .. . .. . . . Product Control Examiner •• NOA No.15-0528.24 Expiration Date: October 18,2017 ••• ••• Approval Date: Juty 23,2015 . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) 44WAS, ,' ,MW "at1.GLAZINOPTIONS: M�rMMr1CMSt>t'2y A.3/8"LAMI NOM.44029 CONSISTING OF(1)LITE OF im ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/I�EP3AFE MAXIMUM PLUS(1)LITE OF 3118°HEAT STRENGTHENED GLASS. m�q �e 8.318°LAMI NOM,,(402 CONSISTING OF(1)LITE OF Iff HEAT STRENGTHENED GLASS PLUS AN.080 PVB INTERLAYER OF DUPONT BUTACITE OR 8AFLEXACEEPSAFE t�.,d MAXIMUM PLUS(1)LITE OF 3/18°HEAT STRENGTHENED GLASS. C.7/18°LAMI NOM.(.4859 CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS PLUS AN.090 PVS INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MUM" PLUS(1)LITE OF 3MW HEAT STRENGTHENED GLASS. D.7/18°LAMI NOM(.4859 CONSISTING OF(1)LITE OF 3M8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXlKEEP3AFE N w MAXIMUM PLUS(1)LITE OF 3M8"HEAT STRENGTHENED GLASS. NOA DRAWING MAP V E 13M8°LAMI IG NOM.(.8409 CONSISTING OF(1)LITE OF 3/ir TEMPERED GLASS,lie AIRSPACE,(1)LITE OF 118'HEAT STRENGTHENED GLASS PLUS AN 090 PVB INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3118"HEAT STRENGTHENED GLASS. TOPIC SHEET Q d 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2 �- A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES.... ......1 rs 5 A B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...».....1 3.CONFIGURATIONS:X.O XO,OX,XXO.M.OXO,AND XXO. GLAZING DETAILS._........1 1- , N 410 -�XX. R SS——— �- DESIGN PRESSURES......2 4.ANCHORAGE:THE 381/3°b STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WRH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE EL.EVATIONS._................ 3 J REQUIREMENTS SEE SHEETS 8 THROUGH 1M VERT.SECTIONS...... ...4 5.SHUTTERS ARE NOT REQUIRED. PARRTSS SECTIONS UST...„....._............. 8 .� a p O 8.SEALANT.INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PA ..... a fn 0 e-• T.REFERENCES: EXTRUSIONS............. 8.7 N 0 °5 O ®TEST REpOR1 A F•ft ltO4.6212&8884;ELCO ULTRACON NOA'S,ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE»..... ».....»»8-10 a O • DESIGN MANU01••• • •• O •e***OPRODUCT HAS BEEN DESIGNED&sTESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY F F • HUIZ�ICANE�Q n • • GLASS ABBREVIATIONS W Q = Z •4%sHUNFIGURA CH CWAIN A SIDE LITE TO DOOR CONNECTION: AN.-ANNEALED (9 U ••A.THE LOWER DESIGN PRE3W, FROM TABLE i.OR 2.PREVAILS. • B.FULLLENGTOREINFORCE M 22 SHOWN IN SECTION E-E,SHEET 8118 REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP-a TEMPERD HEAT-STRENGTHENED 0. 0z Z •••>rA18lE 1•,3HT ltHFER TO TABLR 2jW*ff.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. d o •..�.. •e • .. 98 91 N D d 0000. • .. •••• ...... 3p 30 90 . 73 1/a”GLASS SITE 74 1/2"GLASS BITE xr< ..... 7� ... 112"GLASS BITE 8 EXTERM .... l; 94 0 0 a 94 a a 996 1/8°AN.OR 3M8"AM OR 1/4'AIRSPACE 3M8"HS. H8.GLASS —3111FHS. HS*GLASS .090PVBINTERLAYER GLASS .090PVBINTERLAYER t 3f'(r H&GLASS 3M8'TP.OlASB GLASS (DUPONT BUTACITE OR (DUPONT BUTACITE OR- 1/8°HS.GLASS SAFLEXIKEEPSAFE SAFE .090 PVB INTERLAYER oQ:' N •.,2� W i MAXIMUM) MAXIMUM) (DUPONT BUTACITE) 7M8"NOM ISMS"NOM. 4 GLASS STACK o;Z' 3/8"NOM. •q GLASS STACK GLASS STACK 3/8°LAMI NOM. 7116°LAMI NOM. 43/16°LAMI IG NOM. ,.�2;y�y8; Q4'�� a GLAZING OPTION A OR B,NOTE 1 GLAZING OPTION C OR D,NOTE 1 GLAZING OPTION E,NOTE 1 4c p 0 ` TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS (VOTES' Zw APPROVED CONFIGURATIONS:X XX,O,OX XO,OXO,XXO,OXX&OXXO �'7 (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE L(fE PREVAILS) 1.GUM TYPES: REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.318°LAMI(1f8°&.090 PVB,8/18^HS) DOORS WITH©LASS TYPES A,B,C,D OR E B.3W LAM((1/8°Hs,.090 PVB,3318°HS) C.7/18°LAM((3118°A-090 PVB,3118°HS) HEIGHT D.7118'LAW(3116-HS,.090 PVB,3/18"HS) X WIDTH XX WIDTH d'-79 3/,V 1 7°-83 3/4" 1 87 314" 1 913/4" 8°-95 314" E.1331 8"LAMI 10(3/18"TP,IW AIRSPACE.1/8"HS,.090 PNB,3118"HS) CNI 3° 3712° 6° 71314" +76.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 +f5.017500 2 COMBINED DOOR 8 SIDE LITE WIDTHS FOR TABLE 1 OR 2.MAX W O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX Oxo WIDTH=109112' 0 � d E34' +75.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 75.0 MAX.XXOIOWI WIDTH=107 3/4° gg MAX.OXXO WIDTH=143314" A. +75.0 75.0 +75.0 -75.01+71.41-71.4 +67.6 -67.6 +64.2 -84.2 3.SINGLE DOORS 33 bl$°WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 84118° -2 c» 48 +75.0 75.0 +74.9 74.9 +70.4 70.4 +�.6 -60.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE e-- WIDTH SIN©LE SIDE LITES WRH GLASS TYPES B C,D OR E 1 �• NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. � 36 314" 1+75.01 75.0 I+75.0 -75.0 +75.0 76.0 +75.0 -76.0 +75.0 75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADS COUNTY. co p N TABLE 2. D PRESSURES FOR COMBINED DOOR 1 SIDE LITES ONLY S.EXAMPLES OF COMBINED DOOR SDE LITE DESIGN PRESSURES: 08 APPRO URATIONS:OX XO,OXO,XXO,OXX&OXXO EX A FROM TABLE 1. W Q� ..{� LOWE'I@'>SP FOR THS Q OR SIDE LITE PREVALS.) OXO WITH GLASS TYPE A Q I� • iS N0T92EQtlIRED AT DOOR&SIDE LITE CONNECTION �"WIDE x 90°HIGH SINGLE DOORWITH 29°SDE LITES t Z RIIINFORPF, DESIGN PRESSURE=+87.81-879 PSF V • •••• • • • GLASS TYPES A,B,C D OR E W • • •••s•• HEIGHT EX B FROM TABLE 1. Z N QWa. Z OXXO WITH GLASS TYPE A '- • MOTH l 88-7OV49 •T°-83 31,V 1 87 314" 913W 8°-95 314" 88°WIDE x W HIGH DOUBLE DOOR WITH 381/2'SIDE LITES � rn lz � • • 12" 4° 4 3kI +58.6 - +55.4 •55A +52.4 -52.4 +49.8 -49.8 +47.4 .47.4 DESIGN PRESSURE_+7041 704 PSF � �o N j d 12" • Sx1 +54.9 451.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX C FROM TABLE 2 W Q LL s`' oxo WITH GLASS TYPE C 12" 56 314" +51.7 N.74 tQ-8 -48.8 +46-1140 +43.8 -43.8 +41.6 -41.6 30"WIDE x 87 3 f V HIGH SINGLE DOOR WITH 28°SIDE LITES • �•9-p 12" 5° 588x4 +49.0 +46. *46.2 -48.2 +43.0143.61+41A -41.4 +39.3 -39.3 DESIGN PRESSURE=+43.81 x13.8 PSF .r ,a 3312" wife" +43.1 9 .+43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 Ex D FROM TABLE 2. TYPE C L 5* -43• OXXO WITH GLASS • 12" • 6 +38.1 -38.1 +38.1 -38.1 +38.1 -3&11+37.51-37.5 +35.6 -35.6 63 314"WIDE x 80°HIGH DOUBLE DOOR WITH 28°SIDE LITES DESIGN PRESSURE_+43.1/-43.1 PSF d i§ 3° 371!2" 6° 713/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.01+34.01-34.0 +34.0 -34.0 O WA?TH GLASS TYPES A,B,C,D OR E e.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE UTE 10 314" +75.0 -75.01+75.0 -7&0 +76.0 -75.0 +75.0 75.0 +76.01-75-01 CONNECTION SEE SECTION E-E,SHEET 8 FOR REINFORCEMENT 3/4" +75.0 -75.01+7&0 -75.0 +7&0 -75.0 +75.0 -75.0 +75.0 -76.0 DETAIL- 12 ```��Urtarrrrii�i 19" +72.4 -72A +68.5 -68.5 +86.0 -65.0 +61.9 -61.9 +59.0 -W.0 •��` � �N�`��'• SINGLE •.... SIDE LITE 21314" +64.5 -64.5 +61.0 -61.0 +57.8 1-67.8 +65.0 -55.0 +52.4 -52.4 " +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 _a; , a o:Z 27 314 =: o ;O 1 1 36 118" 1+36.2 -352 +35.2 -35.2 +35.2 -35.2 +35.2 -36.2 +34.4 -34.4 � yy: 38314" +34.0 -34.01+34.0 -34.0 +34.0 -34.0 1+34.0 -34.0 +34.01-34.0 .. 0��;`� - man=Know II��------73 VY MAX. 109 SEE 112'MAX..NOTE 3-r 1 MAX SEE NOTE 3 r H � I 35314' 36 314° _ 363!4° 36 314• 36 3/4• eumlwtC� MAX. MAX. `� �— MAX MAX — —MAX J=1g� frk 49 49 41 49 Y 04 w 95 3W co 0 Ei �E E� JE E[ f Ef IE E� IE C < Q jj Q Q t X AC . X WAC7 p_ o LL 06 SEE NO 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 O ;E*O OR XO OXO OXXO 41 s^� ...... . .00383W o • • • • e 713!4'MAX – •f••*• •••••• *371/2► • • 2 1DLO( MAX 33 6!8•MAX. O x N V '• �A :.:*•: ;A, B DLO(TYP.) G z m -- ••••ff 00000 49 AR JAC 41 G N • . HT.• w w • 1 • • '1'YP. 96 We ••• MAX, • • • 00000 84 31W •f • • ' MAX. &7 • 0000 • • •• • DLO • •••• (1YP.) DOOR DLO HEIGHT =HEIGHi-11318" c d 4(' DLO WIDTH T a DOOR WIDTH-1216116° $ (TYP)DI cJ�(�, Fr F DwWIDTH I=-DOOR WIDTHf2-115116^ "� iNAC 1 o DLO LITE DLO HEIGHT=HEIGHT 41 3fi• B DLOWIDTH -WIDTH-31/8' i NOTES. = ` o 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. z a4`i 2.FOR HORIZONTAL AND VERTICAL SECTIONS BEE SHEETS 4 AND 6. 3.SIDE LITES OVERLAP W AND 7X DOORS BY 314`WHEN ASSEMBLED TO MAKE 7X0','OX','OXO'70X0,`OXX AND'OXXO'CONFIGURATIONS. � 4' 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTK)NS(SEE APPLICABILITY SHEET 2} &CLEAR OPENING FORT ANDI"DOORS AS FOLLOWS'('X'DOORS-WIDTH-&80) C=DOOR=DOOR WIDTHM-4.079) �i S1 '••.......•' O�� 40 � EXTERIOR INTER pie 10 1 2 tLouxea P 37 64 AT HEADIJAMB o Q 65 AT SILUJAMB g p CLEAR EXTERIOR INTERIOR ® 83 n o CO o w :..•.: .•.. zzQ O P- • s •..• i • MAX. U U U z •..•.• • • i i W MAX. MAX SDE W • o • DIO DOOR DLO UTE 62 Z o N Z •i.... 661.66 • • HEIGHT HEIGHT }� � � o • • g :i (� Of • • • • W • ••.• ••.. SL VIEW G-G a 6 30 61 CORNER ASSEMBLY �� 12 �ttttt is i r+r rei��. DOOR SECT.A A SL SECT.B-B13 ;Y•;� 2 � :may`� VERTICAL VERTICAL ttt MAX 70C WIDTH •• ' Y N w �MAX j 40 : ...: h` DLO 1)w SECT.C-C DLO 31 w •••••• •••:' 35 34 HORM 48 45 5 32 � •s••• • ••••_ 20 U1 p C • i—............�.��t�i '•••• MAX TWIDTH = 51 U. 1- LL •" • •••• ow Zoe tod � '• W = Z co D • INTERIOR °z= � `z .._..__�............... } LL O y MAX. 99. 46 21 DLO 'X'SECT.D-D w i 5 HORIZ. exTEwolt SPACING SAME AS MAX SL WIDTH B7 (SEE ANCHOR SPACING F•*—MAX SL WIDTIi� (SEE SHEETS 7,8 AND 9) MAX cc � otill DLO SEE 1 AND 2 AND �NIAX. DLO NOTES ON TABLE3SHEETS 18 2 OZ 66 62 SL SECT.E-E SL SECT.F-F yy:; g yy`,d HORIZ.(DOOR W/SIDE LITE) HORM(SINGLE SIDE LITE) 0yl, . •'o�``;.�d DWG# IPGT# DESCRIPTION DWG# IPGT# IDESCRIPTION 1 9438 80411 FRAME HEAD 6D MD IN= SiDELITE HEADER M1u90�bCT,N � 2 101 300 W8'fP.,Q-LON.1 X.375H H 81 9210 S21 31DELkTESILL 3 7076-870TOK BULB WEATHERSTRIP.187 X.30D HIGH 82 9168 80381 31DELITE JAMB 4 955 79M FLUSHBOLT STRI KEPLATE 83 1155 781 tTA X 1.000 QUAD PN.SMS 5 938 79WX 2 PT.L EPLATE 84 998 7M HEAD GASKETS(STOCKING#7M) 8 FRAME HEAD STRIKEPLATE BACKING PLATE 85 998 7999 39,L K (STOCKING 7 7832X12FP)P X.500 PH.FL MS-S.S.WISILICONE PATCH 88 81041M SIDELITE JAMB ADAPTER 8 995 70995 GASKET EN THRESHOLD&FRAME JAM 2 X 1.000 SHEET METAL SCREW 9 998 •• GASKET(BETWEEN HEAD&FRAME JAMB) 70 712853K SE NG BLOCK,3137'X11r X1"WIPSA,85 r/-5 DURO. N W 10 18 FILLER ADAPTER 71 1 S BLOCK,111V X 112'X 1"WIPSA.85 rh5 DURO. N r F i••••i 11 11000 811 • OUTSWINO THRESHOLD 72 4222A 84222 BEAD,7/18" • • 12 71670 STP,.350 RD FOAM FILL TSLOT SBURY#32011) 7S 8 8988 BEAD,3/8" O 0. •••••• 13 ilW4A 611004M OUTSWING THRESHOLD CHANNEL COVER 74 40875 64087 BEAD,13118 Ki •• 14 11041A 411001 CET 3PACER.086 OUSE MOLDED) 90 BDURAKI4 1!4"DURASEAL IG SPACER •i•••• 15 11 411002A ACETALSPACER.0�(WHO E INJECTION MOLDE 91 8TP248 BULB,THIN(USED IN EXiRilDED BEAD) -� 18 61 411003A CETAI.3PACER.140 pNHOU3E INJEC110N MOLDED} 92 888 84888 BEAD,INTERIOR H P • 0:60 2D • •• PRAME JAMB(OUTSWING) 122 8TP247 BULB,THICK(USED N EXTRUDED BEAD), r/.1 DURO. J� o •••i•• 21 1010 ••• W3 .Q-LON.1 X.375 94 GLAZING SILICONE,DOW 899 OR 983 Lu • • 22 SOB WFORCEMENT,1.000 X 2750 X0.550,6051T5 95 GLASS.3/8°LAMI-1/8"A,.90 PV5,3118"H8 r :900*: 23 1140 78X112PSATS X 1.500 PH SQ A T/8 98 GLASS,3W LAMI-1!$"HS,.90 PVB,SHS'HS IIr- u- o!f O 24 104 71046 B OVER CAP GLASS,7118"LAW-3/18"A,.�PVB,3118"H3 Itw *:0069 ►�� -- - b ee0 TMA-t AM_W. Ur HC Aft pVB 3H8"HS • 26 4 • 710)GQFA •#10 X.T PH FL SMS 89 GLA98,13/18' �I IG-SAW TP,I PACE,V8"HS..90 PW,3liW HS j t� 900000 27 6707W�+ ULB WEATHERSTRIP.187 X.300 HIGH 103 OFF-17iE SHELF DEAD BOLT LOCK J � z 30 10D • 0 OR PANEL,TOP&BOTTOM RAIL U w 3i 9 881 DOOR PANEL,SIDE RAIL O= I Z 32 917 7FRMO H9�iE EXTRUSION Z 01 _ o 33 1178 71058FP WB #10 .625 PH.F S �1 }r u- 0 34 913A TRUSS CLAMP u u g oN j 35 1130 BTRODA 6118 i8 THREADED ROD 056- II--� 8 36 990 799MUTA 5118-18 FLANGED HEX W IL 37 914A S0379M WEAIHERSIT8P CHANNEL O OUTSWING THRESHOLD 38 7834FPT #6 X.75 PH.FL TEK Kol v-c 3 CHANNEL COVER 39 997 70M GASKET(BETWEEN PONE DISILL&P L 11LES G9�t y�,--e J 8083-T8 a 40 1 -87-94-G WSTP.,.187 X.250 HIGH,FNUFAL R dao:. )u2 41 928 41720 SLIDE BOLTASSY.(INACTIVE PANEL ONLY) 42 1145 M12FPAW #8 X.500 PH FL SMS TYPE ODS 43 1212 SILL DU PLUG PN n 'S 44 983B X83 DOOR PANEL ASTRAGAL I(OUTSWWG) per, Ly 45 9848 8984 DOOR PANEL ASTRAGAL 2(OUTSWIN 45 1213 �K WSTP.,Q-LON.190 X.200 HIGH 47 929 74U OK LOCK SUPPORT ASSY. 41707&41 48 1139 7834E 96 X.750 PH.FL SMS 1'000 49 982 FD2PTAY 2 PT.LOCK A Y. `�.`��` ....... ... 50 8RlwFS RUBBER SLEEVE .850--+•• -. 51 930 41721 STRIKE PL INSERT(9JACTTIlE PANEL /� g c 52 931 7FR8PX DEA[�OLT STRIKE PLA i,J1} 66063-T6I.6 TUBE MULL h o:o 53 1118 710X34PFA #10 X.750 PH FL SMS 0 4 Q 64 957 70WTX NDLE•STPJM PLATE '� a ti T1 65 1118 0X34PFA #10 X.760 PH FL SMS ,.760 'a coma° W rAr ° 1.750 ,.760 •-( �-{ 1.750 .050 1.820 *ArqumpolI _6SZ •2V 1 r - r tvid"bao T --_- I `�`' 4.7ze 37 WEATHER 4.826 4.728 4.728 082 STRIP CHANNEL •• 3.000 .050 808345 � W :06996 4.000 •i9• i • 64-100 •062 4.100 .052 4.876 0.376 • • ••••i • • 4.876 4.100L O •:•••• • • i • i •i•••• •• •• &81 DOORFRAME. 2.125 126 w `- 20 JAMB c r •••:•• ••• i i••••• 6003•T6 W •••• DOOR PANEL O 1.578 32 V••••• 3Y � OdF •• SIDE �R � P• T5 INTERIOR ASTRAGAL D00MRIORASTRAGAL HINGE DOOR N 8:T5 �"T6 6W3-T5 ad •••••• 808T6 UO. O .500 •••••• •••• •••••• }''�' 1 •• 3.111• j 1 .126 � f.,-...-.558 -►I I�--.S� �• O • j .760 060560 883 w x 1.400 000*• T- .060 O Z Z Z Z Z TRUSS CLAMP 318°GLAZING BEAD 7118"GLAZING BEAD 3.0.10 W3 Z N O p 10 FLL HEAOADAPTER 34 6063.Ts 73 6063-TS 72 - �II o = d O �---3.100-••-•.•�{ -►{ 1.092 tom- �9 IV 6 }�----3.0�� IG GLAZING BEAD � W 1.478 SL JAMB 74 SW345 8083.T6 1 ,.479 x JR 5.468 .075 6212if�j OFRAME HEAD 8.086 6.076 1 8063-T8 4.586 060 .760 .050 .489 0� T I 3.000 SL JAMB OUTSiNING THRESHOLD SL HEADER SL SILL 66 ADAPTER 11 $083-T8 80 W03-T8 61 6o63-r6 8083'T8 -%yoy�' 'O�t�,�a ,��,y�,•�. ..per`�, EAD "� � H-DHE'OZON `—f t—ZONE '�—ZONE —f t--ZONE �ZONE `—'ZON •l 00M=0-V+► apo � X. MINIMUM JAMB ANCHOR LOCATION. W W W O Lu XO OR OX -m ADDITIONAL JAMS N w z w ••• W XX p (3 N N ANCHOR LOCATION, • N •••• • • FI 1� ••w• • • EQUALLY SPACED AS U • • REQUIRED PER TABLES O Q ••• • •�••• • -� 3.7 ON SHEET 9. O r • • • .. . .. ... . OD y I {{ SILL _ SILL U() .- ••• S •••y ••••• Ste' -t-- SIE —t s ZONE"D' ZONE°E V Z N t •••••• ZONE C ZONE°d ZONE"D' ZONE`E' v • 9EE TABLE 3#SHT.9 •••••• SEE TABLE 4..SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SKr.9 z O olf ••••**AD A• • WAS s• HEAD HEAP HEAD HEAD HEAD HEAD HEAD EXAMPLE (� Q Q o •• ZONE •118 W"F' �G NE • ZONED" ZONE"F' ZONE ZONE ZONE"F" ZONE'F" ZONE COQ • r "L t - E' _—�' "E" 1 "E" °E° ANCHORAGE SOLUTION w • FOR A CONCRETE •••• LU OXXO INSTALLATION o z A.19'x 83 314'SIDE UTES"B'AND to "E'ZONE ANCHORS FROM o WTABLE 7,SHEET 9. �+ 105 > u- OXO XXO OR OXX $ Z � � � OXXO Q Plus: � w m m 8.713!4'x 833 a XX DOOR ZONE "F"ANCHORS FROM TABLE 4, SHEET 9,EACH'F"ZONE. SEE ENCIRCLED VALUES,SHEET 9 � SOLUTION: gpa TOTALS(4)TYPE 1 OR 2 ANCHORS a2' I { SILL SILL SILL I SILL I SILL ILL EACH JAMB AD 2+6+8+2 f Z l NE4— Off- �— - 4— —�ZONE ZONE-}- 4- ZONE TYPE I OR 2 ANCHORS AT HEAD ZONE°F' ZONE"D' ZONE°F" " ZONE"F' ZONE"F' *" AD AT SILL. SEE TABLE 7«SHT.9 SEE TABLE 7_SHT.9 SEE EXAMPLE OF ANCHORAGETABLE A 713.4"x 83 314'70('DOOR *=ANCHOR LOCATION FOR WITH 19"x 83 314"SIDE LITES BEE SOLUTION AT RIGHT1 EXAMPLE ABOVE NOTES: V�0. 2 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS ?.1.4'ELOO S84 CRETE-FLEX WSONRY ANCHORS 3.012 SCREWS a 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4'MIN.O.C.FOR CONCRETE,8 MIN.O.C.FOR CMU}:SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. :v w 'O JAMBS(ALL}:13114"MAX.FROM CORNERS AND 23118 MAX.O.C. D8 z ' HEAD&SILL OF ORS:8'MAX FROM CORNERS, MAX.FROM ASTRAGAL CENTERS AND 2078'MAX.O.C. y` 3.TO DETERMINE ANCHOR QUANTITIES FD THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ILI 110% ,• w u s TABLE 3.X DOORS TABLE 4.X.�DOORS TABLE 5..Q SIDE LITE TABLE 6.XO&OX TABLE 7.OXO XXO,OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF&0&OX) &OXXO 1.1/4'ELCO TAPOONS r ew+� lWMs GLA881YPE A,B,C•D,E GUM TYPES A.8,C,Q E GLASS-TYPESA,B,C,D,E GLASS 7YPES A.S.G D.E GLASS TYPES ANCHOR TYP ANCHOR TYPE ANCHDR TYPE ANCHOR TYPE ANCtgR TYPE 2.114' LO$84 CRETE-FLEX •rb &SUSSTRA 2,3.WDOD 1.4.(X>Pl�. &$U897W1 2 3 WOOD 12 CANC as $3 WOOD 11,CONC &SUBSTRATE 2,3 W0D 9 2 COW &S.STRAIE 2 3,WOOD 1.2 CONC 9� �7 MASONRY ANCHORS DOOR WOM LOADZONES DOOAWIDm LOAD 3=8 ' IOADZCI�B DOOItWIDTHB LOAD ZONES DOORWOM LOAD ZONES 89a�tDsdr '9P-26 "M-47.7 m W-10.7 V-28. yC_25 3.612 SCREWS(G5) TO 37 TO 71.7 w TO 3675 TO 37. TO 37 (' 4.ENCIRCLED ANCHOR • agt iu ju is [a _ �' QUANTITIES IN TABLES 4 LU • • ;t 3 • •• < < TO 71.71 ;c AND 7 PERTAIN TO THE V •••••• m r r r m m m m m m EXAMPLE ANCHORAGE • • S 8t 9 BLR�E �, S # SOLUTION ON SHEET 8. (UTF 0� � a •WI1xHT. x x 3 �to14; 11 W9NH x HT. � � ' Wm,H x Hr. p p x x O O x x NAOT11 x Hf. p o x78 5121 7. 4 2 ,3 !T!!9R 4 9 8 4 2 3 10.78 x 79. 4 1 4 1 10.78x79.7 4 2 4 2 10.75x79.7 4 2 4 2 m Q •••�&L78 8 2 2 3 •• 80A 8 4 7 4 2 3 83. 4 1 4 1 83.7 4 2 4 2 83 4 2 4 2 a P •••4M7 5 2 •7. 4 3 i••i67•T 8 4 7 4 2 '3 87. 4 1 4 1 87. 4 2 4 2 87.7 4 2 4 2 Z W ••�.9j7 5 2 7 4 3 •••ji. 5 4 7 4 2 3 91. 4 1 4 1 et. 4 2 4 2 81.7 4 2 42 78 8 M 4 3 • 95p 5 4 7 4 2 3 95.7 4 1 4 1 95. 4 2 4 2 x.75 4 2 x 4 2 °C N O fOxxF787 5 2 -7141-2 3 61. 7 5 4 7 4 2 3 1278 x79. 4 2 4 2 1278 x79.7 4 2 8 4 2 1278 x79. 4 2 4 2 $ a o*a 0 17 6 2 4 2 3 ••:• /8 8 4 7 4 2 3 83. 4 2 4 2 83. a 2 '4 4 2 'f 83.75 4 2 4 2 •••91.7 8 2 •A 2 6 `•••� 6 8 4 7 4 2 3 91.78 4 2 T42 91.7M42 4 2 91.75 4 22 6 • • 5 6 4 7 4 3 6 96.7 4 2 96.7 4 2 M 9537 4 2 ` 4 2 29.50 x78.7 5 1 8 4 3 65.75 x79. 8 4 7 4 2 3 1900 x79.78 4 2 4 2 19.00 x79J 4 3 4 2 18.00 x78.75 4 3 W U Lu 83. 5 2 6 2 3 83.78 $ 4 7 4 2 3 837 4 2 4 2 83.7 4 3 4 2 83.7 4 3 4 2 ((yy 0 x D cy z 87.7 8 2 8 4 2 6 87. 6 4 7 4 2 3 87.75 4 2 4 2 87.7 4 3 4 2 87.75 4 3 4 2 g 2 U 91.7 6 2 8 4 2 8 81. 8 4 7 4 3 8 91. 4 2 4 2 91.7 4 3 4 2 81. 4 3yZ, 4 2 �+aa LF- LL 96.7 8 2 8 4 2 5 98. 8 4 8 4 3 b 96. 4 2 4 2 96.7 4 3 4 2 95.78 4 3 4 2 N U = LL 31.50 x79. 5 2 8 4 2 3 558.75 x78. 8 5 8 x 2 3 21.75 x78.75 4 2 4 2 21.78 x797 4 3 4 2 21.75 x79. 4 3 ul 4 2 zz 83 8 2 8 4 2 8 83. b b 8 x 2 3 8378 4 2 4 2 83.76 4 3 5 4 2 8378 4 3 4 2 Q 87. 6 2 8 4 2 8 87. 8 6 8 4 3 8 87.75 4 2 4 2 87.7 4 3 4 2 87.76 4 3 4 4-79 2 -4 91. 8 2 8 4 2 8 81. 8 6 8 4 3 5 91.76 5 2 4 2 91.7 6 3 3 4 2 $1.7 b a g 44 2 $ 96 7 2 10 4 2 6 96. 6 6 8 4 3 5 9&78 6 2 4 2 95.7 8 3 4 2 96, b 3 v 33.60 x%7 .1 4 3 3 63.75 x 79. 5 5 8 4 2 3 27.75 x 79.78 5 2 4 2 27.75 x 78 7 5 3 4 2 27.76 x 79. 8 3 5 83 6 8 8 4 3 5 83.7 b 2 4 2 83.7 8 3 G 4 2 83.N83 }. 4 2 F.3 8 87.7 8 887.75 5 2 4 2 87.7 8 3 1 4 2 87 3 8 81.7 8 681.75 8 2 4 2 91.7 8 3 4 3 81.4 3 5 96.7 7 8 10 4 9 8 98.7 8 2 4 2 96.78 8 3 4 3 8S. 4 3 Sx 3&50 x 79.7 8 3 8 4 3 5 87.76 x 79.7 6 6 6 4 3 6 36.13 x 78.7 8 3 4 3 3IL13 x 79.7 8 4 F 4 3 F' 36.13 x 711. 8 4 4 3 837 6 3 8 4 3 8 83.? 8 b 6 4 3 6 83 7 6 3 4 3 83.7 8 4 4 3 83. 8 4 4 3 87.7 8 3 8 4 3 8 87. 8 6 8 4 3 5 87.78 7 3 4 3 87.7 7 8 4 3 87. 7 6 4 3 ```��tttitti�� gill 7 31101413 5 91.7 7 8 10 4 3 6 91.7$ 7 3 4 3 81.7 7 6 oc 4 3 � 91. 7 5 4 3 �� ;t a��N'�.� 957 7 31101413 5 85.78 7 8 10 4 3 5 86. 7 3 4 3 96.75 7 8 4 3 cs 96. 7 8 4 3 37.50 x787 8 3 8 4 3 5 71.78 xMT 8 5 8 4 3 $6.76 x79. 8 3 4 9 36.76 x79.7 6 4 4 3 38.7$x79.7 8 4 7d 83.7 6 3 8 4 3 8 83.7 8 8 8 4 3 8 83. 8 3 4 3 83.7 8 4 4 3 83.78 8 4 4 3 I� � d 87.7 7 3 10 4 3 6 87.7 6 8 9 4 3 $ 8T. 7 3 4 3 87. 7 8 4 3 87.7 7 6 0 4 3 3 d 4':-1 91.7 7 3 10 4 3 5 81.7$7 8 110141 3 6 9178 7 3 4 S 91.7 7 b 4 3 91.78 7 6 4 3 'y:� z i q:' 96.7 7 3 10 4 3 6 96.78 7 8 110141 3 5 9676 7 3 4 3 86 7 b 4 3L 96.7 7 $ 4 3 d t • 2XWOOD 13/4' 134' 2XWOOD 3.4 KSI MIN.CONC. 1 W4' 1 3f-r MIN.E.D. MINED E�� Buell"NOTE 2 WOOD BUCK 3A KSI MIN.CONC E.D. z"6611J.E11- • ... • BUCK NOTE 2 not NOTE 2 1 3v TYPE I I 319V TYPE 13/8'TYPE 1 2 IXWO( 1 3f4*TYPE 2 v 13V BUCK NOTEA' i: 13/3°MIN. MIN. 114*MAX -----------1W MAX. SHIM 19*MAX 114"MAX SHIM SHIM SHIM WOOD CONC. EXT -CONC. ANCHOR WOOD EXT. ANCHOP, C14 LU EXT. TYPE 2 OR 3, ANCHOR, ANCHOR NOTE 1 • NOTIPI 00 NOTE I TYPE 2 OR a. :0096: 0 0 0 11/4'TYPE I OR 2(emu) NOTE I 0 DOOR HEAR MOOD) D(CONC) 13/8 TYPE 1(CONC) SIDE LITE HEAD(WOOD) IDE HEAD(GONG) c9i 000000 0 13V • I 3(C TYPE 2(CONC) 401 2 0 * 411w MAX I 11C TYPE I OR 2(emu) �W MAX SHIM MIN. 00*0 WIM —T 114V MAX SHIM 1 3V MIN. I/V MAX SHIM 1 3W TYPE I(CONC) 000000 0 :0 0 3W MON.E.D. I 31V TYPE 2(CONC) wAgwo CONC. • MIN.E.D. ANCHOP, LU NOTE I J3 KAGGEM LL 1.5 KS1 MIN.emu OR WOOD KSI MIN.CONIC. 10 "TYPE ANCHOR, rL 0 1314*MIN.E.D. 0 w 3X'MK E.IX TYPE 1qqTE I VOTE 1 20R3. co 60 • 2XWOOD BU j -1 2XWOOD_j EXT- NOTE i z pmo f5�KSI MIN.emu OR BUCK NOTE &4 KSI MIN.CONC. BUCK NOTE 2 1XWOOD BLOCK NOTE EXT. �0 w DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) 0:3 DOOR JAMAJOVOOD) WOOD ANCHOR TYPE 2 C.ANCHOR OR NOTE 1 NOTE 1 WOOD ANCHOR,TYPE 2 OR 3 NOTE I -CONIC.ANCHOR,NOTE I Ix WOOD Ma. ujr_3 FXT. 3. BUCK NOTE 2 05 U-. 9K-T IW MAX EXT' -1W MAX -1WMAX Ihr MAX Lu SHIM SHIM ,- SHIM SHIM MIN.WIW. 3W' Woo ANCHOR ripe NOTE 3 WE �TE 2 pg, �W E 13/B TYPE I JNN. a;:• :s •:;,'gip1 3W TYPE2 I 31W MIN. A 318'TYPE 1 KS1 MIN 3fV TYPE 2 2X WOOD BUCK,NOTE 2 &4 KSI MON.CONIC. 2X WOE BUCK -:% NOTE CONC. r '. DOOR SILL(WOOD) DOOR SILL(CONC) MIN.F.D. SIDE LITE SILL(WO�D) SIDE LITE SILL(CONC) NOTES: 1.FOR CONCRETE INSTALLATIONS 114 MIAMI-MAW COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED ELCO 1/4'TAPOONS EMBEDDED 1318 MIN.(TYPE 1)OR 1W SS4 CRETE-FLEX EMBEDDED 1314'MIN.(TYPE 21 THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIOW USE #12 SCREWS,05(TYPE 3)OR ELOO 1/4'884 CRETE-FLEX ANCHORS EMBEDDED 1318 MIN.(TYPE 2} •. ......... V 2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1112'THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INEIT&LED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS2XARE i 117 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED 13Y OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION OH4 IF SILLIS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN.j(DONE BY OTHERS) kli 0J.; MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE Is WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE.OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.