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WS-15-2574 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-245442 Permit Number: WS-10-15-2574 Scheduled Inspection Date: November 25, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: NOALES, GONZALO &JOHANNA Work Classification: Window/Door Replacement Job Address:371 NE 103 Street Miami Shores, FL 33138- Phone Number (305)632-9753 Parcel Number 1121360130270 Project: <NONE> Contractor: HURRICANE WINDOW AND SCREEN Phone: 305-235-8110 Building Department Comments REPLACE 1 DOOR AND 10 WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passedl` Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 24,2015 For Inspections please call: (305)762-4949 Page 14 of 42 Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795 2204 l AP EoxtpA Iu�1rf2fi1S Expiration: 04/26/2016 Project Address Parcel Number Applicant 371 N E 103 Street 1121360130270 GONZALO&JOHANNA NOALE: Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell GONZALO&JOHANNA NOALES 371 NE 103 Street (305)632-9753 MIAMI SHORES FL 33138- 371 NE 103 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 12,000.00 HURRICANE WINDOW AND SCREEN 305-235-8110 Total Sq Feet: 232 I Type of Work:REPLACE 1 DOOR AND 10 WINDOWS Available Inspections: No of Openings: 11 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.20 DBPR Fee InVOICe# WS-10-15-57381 $3.15 10/29/2015 Check#:38995 $244.50 $0.00 DCA Fee $3.15 Education Surcharge $2.40 Permit Fee $210.00 Scanning Fee $9.00 Technology Fee $9.60 Total: $244.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informa'on is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-n ed contra a work stated. October 29, 2015 Authorized Signature:Owner / Applicant / Co tracto -Agen Date Building Department Copy 1. October 29,2015 1 f � 9 Miami Shores Village : . T� Building Department OCT 13 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 ti FBC 201 4( BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS:_,::')-I1 NE NO2; ' SV M%W-'11 S 0YkS 1ES31-6q} City: Miami Shores County: Miami Dade Zip: 33 l ?)!6 Folio/Parcel#: 11 —913(a' ©13' 09-10 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name(Fee Simple Titleholder): Cc_�Y)�-70)C Phone#:&5)c - cf-15,3 Address: 3--31 KL W Z!6 !3 City: {"1 am'i �" State: , Q Y`1 C'\ Zip: 3 , Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: p�1 �1 UDCQYle 11'1 C`� 1. Phone#: � Address: . ,4 15 S1� t4�—"jF'' CPt�Ut� 3C' � ;3 City: M�am1 State: I t-o r 1 d n Zip: li� `q Qualifier Name: t-Adb lurmn(1 14.E Phone#(an cTIC) - 11c'CQ State Certification or Registration#: e, Cs Certificate of Competency#: 5 a® _�G yr Contact Phone#:__\g, Email Address: C_ L— t�0. t-. �►�--- E d DESIGNER: Architect/Engineer: (�\'qtuns —'n t n Pk 'c'2r . ►cz;i.r Phone#: Value of Work for this Permit:$ 1 �R 0 o a Square/Linear Footage of Work: 3 Type of Work: ®Addition ®Alteration ®New -RKeepair/Replace ❑Demolition Description of Work: C ''-% --.c r1 n Color thru tile. ******Fees************* Submittal Submittal Fee$ Permit Fee$ oC 0 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ ` L TOTAL FEE NOW DUE$ 7r. P • 1 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) IJ d Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 66\S517ARNING TO OWNED- 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 Y SJR NOTICE OF COMMENCEMENT. 9 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 t at a copy of the notice of commencement and construction lien law brochure will he delivered to the person whose property, is subj ci to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first irsl ctio which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the irzspectiora will n b approved rid a reinspection.fee will be cli.arged. Signature Signature Ow r or Agent Contractor The foregoing instrument as acknowledged before me this 1 4a The foregoing instrument was acknowledged before me this day ofLAI ,20/ by A' R 1 ®o 2,_. day ofc --, 24 � bY M�,...nnt.cac� sit who is personally]mown to me or who has produced_ who is personally known to me or who has produced As identification and who did take an oath. X,.I6�,,, — entification and who did take an oath. NOTARY PUBLIC- NOTARY PUBLIC: A ,sUS Si Sign: �h. � Sign: _ <,,�., €4)'v {.1M 1" r�. jy , Print: rP S1J�� E c��7 � Print: �. EXP4,,6 Sp -rbor IC, 2016 .•cz_ '+. fa;itl,tNoiarya,n,r .om My Com My Commission Expire �1,or s u, ,d„n3rauravy�.v,P :�::�x:��:s:*s::x*�:*�:x::�:x::x:xx::r•�::x��*:�::x�:�:�:x:�::��:��::x*�:*�:x:�:x�:*�::x�:r•�:��:*�:�:�a:�:�s:�:�:�::r•*x:�:x.:r•�:x�:��:mx:x*�:*�:�:�:s:a:�=*��*��::x�*:r•�*:r�:�� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) STATE OF FLORIDA PARTM F SUSINESS AND. PRO RX11066811 PLATION W01 .. . ., 97/30/2015 fc REGISTERS ConstruST9, ming Board AL=,j q�L=M b '1 BUSINESS CERTIFICATE OF COMPETENCY I�URRICANE., � I � OR ; (fNbl1(iDUAL LICENSING RE 3}Bp upllE'mdxg BROTHERS TWO WINDOWS&SCREEN INC TO CONTRAGTIN OR Aold e!14 �apuD Has REG ISTE,REb ) 4 I q P N _ = D.B.A.:HURRICAN SCREEN&WINDOW xxpir o046e:AUG31,2017 der the provisions of C MO 8111E h.489`F S' 1� I�3efS a41 L1507300000585- 1,1,8990I.V�ta AL-JAMAL MOHAMMAD ` Is certified under the provisions of Chapter 10 of Miami-Dade County V LIQ?#6WC FTRACTWG VNTILtW3012016 J `HODS NON Property Search Application - Miami-Dade County Page 1 of S, T Av; Or Address Owner Name Folio SEARCH: 17090 ne 35th ave Suite Q ........... Back to Search Results PROPERTY INFORMATION Folio:07-2210-001-1690 Sub-Division: EASTERN SHORES 1 ST ADD Property Address 17090 NE 35 AVE North Miami Beach , FL 33160-3051 Owner OLESYA KUKHTOVA Mailing Address 17090 NE 35 AVE NORTH MIAMI BEACH , FL 33160 Primary Zone 1200 SGL FAMILY-2501-2800 SQ Primary Land Use 0066 VACANT RESIDENTIAL: EXTRA FEA OTHER THAN PARKING Beds/Baths/Half 0/0/0 Floors 0 Living Units 0 http://www.miamidade.gov/propertysearch/ 8/7/2015 Tax Receipt I\t'iamC-Qade County, State,-of'Florida —THIS IS NOT A BILL—, DO NOT PAY Y CC NO: 958500368 BUSINESS NAIlAE/LOCATION RECEIPT NO. � FiUR,RICANE"WINDOW&SCREEN SE ,t 1 1 2016 8515 SW 129 TERR 1 7472734 MIAMI,FL 33156 Pursuant to County Code Sec 10-24+ OWNER TYPE OF BUSINESS PAYMENT RECEIVED BROTHERS TWO WINDOWS&SCREENS SPECIALTY BUILDING CONTRACTORBY TAX COLLECTOR INC 275.00 09/28/201`5 0222-15-004681 This receipt is not valid in the following Municipalities:Aventura,Dural,,Hialeah,Key Biscayne, Miami Gardens,Miami Lakes,Palmetto Bay,Pinecrest,Sunrgr Islas Beach,Town of Cutler Bay. MIA M For more information,visit-www miamidadegov/taxcollector " Local Business Tax Receipt Miami—Dade County, State of Florida i -THIS ISNOT A BILL—DO NOT PAY 3123155 RECEIPT NO. c ©E SUBUOSS NAME/LOCATION 11'LS l=1UflRICAlVE WINDOW& RENEWAL SEPTEMBER 3Oy 2016 SCREEN 3262086 Must be displayedat place of business 8515 SIN 129 TERR Pursuant to County Code' MIAMI,FL 33156 Chapter SA—Art.9&10 OWNER - SEC.TYPE OF BUSINESS PAYMENT RECEIVED BROTHERS TWO WINDOWS& 196 SPECIALTY BUILDING BY TAX COLLECTOR SCREENS INC CONTRACTOR` 75,00 07/15/2015 Worker(s) 10 95BS00368 OHECK21-15-094175 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt isnot a license, permit,or a caMcation of the holders qualifications to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requiremerdi'Which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec Ba-276. Mei For more information,visit w -• miamidAd2 AAu/teiCWLQWK ® DATE(M?A,DDrYYYY) CERTIFICATE OF LIABILITY INSURANCE 9/23/2025 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER UUNIAGI NAME: CPC FINANCIAL SERVICES INCPHONE <uc No.Ell: (305)774-9618 A;C No,.(305)774-9620 3835 SW 8 St E-MAILs:7modia@cpc-insurance.com Coral Gables, FL 33134 INSURER(S) AFFORDING COVERAGE NAICB INSURER A: Scottsdale Insurance Company INSURED Brothers Two Windows & Screens, Inc. INSURER 8: dba Hurricane Window & Screen INSURER C: 8 515 SW 129 Terr INSURER D: Miami, FL 33156 INSURER E: 305-235-8110 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. RiSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR INISR WVD POLICY NUMBER MM/DDlYYYY' (MM,'DD.YYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $$1,000, 000 X COMMERCIAL GENERAL LIABILITY PREMISES fEa occurrence $ s-50, 000 CLAIMS-MADE -- OCCUR MED EXP(Any one person) $ $5, 000 A x CPS2294522 9/24/15 9/24/16 PERSONAL&ADV INJURY $$1,000,000 GENERAL AGGREGATE s$2,000, 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP1OP AGG $$1, 000, 000 X POLICY JE OT LOC - $ AUTOMOBILE LIABILITY COMBINED SINGLrTTOr-- (Ea accident) $ ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED DMA $ HIRED AUTOS L $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATIONv;w WCSTATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMITS ER ANY PROPRIETORtPARTNER/EXECUTIVE OFFICER�AIEMBER EXCLUDED? C� NIA E.L.EACH ACCIDENT $ (Mandatory to NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ DESCRIPTION OF OPERATIONS;LOCATIONS;VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Window Installing Company CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2 Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 fax 305-756-8972 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD25(2010/05) The ACORD name and logo are registered marks of ACORD Ac R® CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD/YYYY) `.✓� 10/07/2015 PRODUCER THIS CERTIFICATION IS ISSUED AS A MATTER OF INFORMATION Schwabe Benefits Group ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 8525 S.W.92 Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: AIG Brothers Two Window&Screen, Inc. INSURER B: DBA Hurricane Windows&Screen,Inc. INSURER C: 8515 S.W.129 Terrace INSURER D: Miami, FL 33156 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTRINSRE TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MM/DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO PREMISES Ea occurence $ CLAIMS MADE D OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PJLOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO - (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS _ - (Per person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR EICLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND 20936010-15 08/04/2015 08/04/2016 TORY LIMITS X ER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000.000 OFFICER/MEMBEREXCLUDED? E.L.DISEASE-EA EMPLOYE $ 11000.000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1,000.000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Window Installing Company CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Miami Shores Village,Building Department DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN 10050 N.E.2 Avenue Miami Shores,FL 33138 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Fax:305-756-8972 IMP SE NO OBLIGATION OR LIABILI F ANY KIND UPON THE INSURER,ITS AGENTS OR RE ESENTATIVES. AU I2 R R T IVE ACORD 26(2001/08) 0 ACORD CORPORATION 1988 r` �,'t CONTRACT. Y_ JOB NAME: GONZALO NOALEZ _ 1 i�II��ICA�IE (LEGAL NAME: GNOALg, GMAIL COM TOWNER REP/COMPANY CONTACT PERSON: GONZALO NOALES WINUIC14 sculfifs R.c; PHONE s �r.;U alx. (PHONE#: v;ncoovs Doi- to�EFFONts CELL#: 305-632-9753 CELL#: 305-632-9753 S`7ThA -U7TEFS-SCREENS (FAX#: (FAX#: L� f•FC�WEF.DOCRS ' PRGRS GLASS F/,??T3 REF-..IPS (JOB ADDRESS: 371 NE 103 ST iBILLING ADDRESS: Nc:l t s. HC I 3 t 81 1(, (CITY: MIAMI SHORES CITY: sf (STATE: FL (STATE: ,r AKA:Brothers Two Window&Screen Inc (ZIP: 33138 (ZIP: CC License#:95BS00368 HURRICANE WINDOW 8,SCREEN IS PLEASED TO PROVIDE THE FOLLOWING PRODUCTS: C� SUPPLY AND INSTALL PGT WINGUARD IMPACT WINDOWS AND SIW FRONT DOOR $5,987 51 2 PGT WINGUARD IMPACT FIXED WINDOWS SERIES 701 10 PGT WINGUARD IMPACT HORIZONTAL ROLLER WINDOWS SERIES 710 _ _ I 1 SIW IMPACT SINGLE FRENCH DOOR (FOU,R LITES,HARDWARE INCLUDED) •• • ��v _-. __ CUT THE FLOOR TO LOWER THE FRONT DOOR IS INCLUDED IN THEPRIC€ •••• i +• • •• FRAME COLOR WHITE • ••••+• GLASS COLOR CLEAR •s•• • '+ • • FULL VIEW *0000 •••• • +•••• e i •• •A •• •• ••••• • i INSIDE FINISH BY CUSTOMER °-C %, C p ,fj• 0•asi•: s •• �l�Li� co�yy • . . • ..••- • • • • WOOD BUCKS .• • •• • • EXCLUSIONS: •• • $333.70; WINDOW CLEANING - ELECTRICAL WORK - PAINTING MAJOR PLASTERING/STUCCO-BREAK METALS-LIFTS-DOOR HANDLES "1 WINDOW SILLS-WINDOW TREATMENTS-ALARMS-MOVING FURNITURE-HIDDEN STRUCTURAL REPAIRS&UNFORSEEN CONDITIONS. CUSTOMER/OWNER PURCHASE ORDER AGREEMENT MATERIAL $9,801.22 "The rights and remedies set forth under F.S.713.05 will be deemed incorporated in any order by customer/owner." "No teen,provision or INSTALLATION condition stated by customer/owner in a purchase order or elsewhere will be binding on Humcane Window&Screen(HWS)if in conflict with, $2,692.92 inconsistent with,or in addition to the terms and conditions stated in(HWS's)proposal,unless expressly approved by(HWS's)." PERMIT $720.00 'ATI orders are subject to acceptance only at(HWS's)place of business in Miami,Florida." "All disputes between the ponies are to be subject to the jurisdiction of Miami-Dade County,Florida.Failure by customer/owner to pay for goods TOTAL $13,214.13 resulting in collection by(HWS)shall subject the customer/owner of the goods and services to be subject to attorney's fees,costs and interest TAX (7%) $686.09 at the highest legally permissible rate." GRAND TOTAL $13,900.22 "ATI sales are final and may not be revoked,cancelled or returned by customer/owner,unless(HWS)specifically agrees in advance in writing. - Upon Contract SIPPYWal 40.00% $5,560.09 "Any delivery or shipment date quoted is approximate.No delay in shipment or delivery will give rise to any liability for damages,including but not limited to incidental or consequential damages,and customer/owner waives and releases any such claim.In no event shall any claim by Upon Delivery f I 4U.00% $5,560.09 customer/owner entitle same to consequential or incidental damages.All such claims shall be limited to cost of goods and labor provided." UpQn Inst211960111 ':20.00%' $2,780.04 'Customedowner will inspect the goods at the time of delivery and will notifyHWS in writing of an claim f (HWS) 9 Y s l defects within two days after '"0:'OQ% delivery.Failure of customer/owner to give written notice of a claim within the time period above will be conclusively deemed to be a waiver of that claim and customer/owner will have waived any right to reject the goods or to revoke acceptance of the goods." i ate: "Customerlowner agrees to a for all goods and/orinstallation/services 9 P Y 9 purohased on delivery of the goods.Until payment is made in full the � goods remain property of(HWS)and subject to demand by(HWS)." 3 "(HWS)provides a one year warranty on material and labor purchased and installed by(HWS)pursuant to this agrement. RAM] CO TES,( 770j$ales (HWS)disclaims all express and implied warranties,including but not limited to any warranty of merchantability,fitness for a particular purpose, or suitability not provided herein." "This Contract is a retail sale plus installation contract pursuant to Florida administration code 12-A-1.051.All the materials that will be incorporated pursuant to this contract are either itemized in this contract or price quote incorporated herein." Note:TA s quote is valid for 30 days.(HWS Reserves the right to adjust quoted prices due to changes in market conditions.) OwrWActing R P.Signature lORead before sign' g i�d ustomenwner is responsible for being at his property the day of Final City Inspection appointment Failing do this will result in additional City fees,which will be charged to customer's account. Accepted by O ficer of Company ustomedOwner to accept Delivery at time(HWS)receives Materials;Installation to be schedule at a later�� —Date: 08/18/15 If this is a home solicitation sale,and you do not want the goods or services,you may cancel this agreement by mailing a notice to the seller;This notice must indicate that you do not want the goods or services and must be postmarked before midnight of the third(3rd)business day after you sign this agreement.If you cancel this agreement,the seller may keep all or part of any cash down payment not to exceed the lesser of five(5%)percent of the cash puce or($50)dollars. - REV.080408 JOB NAME/ADDRESS.- NOALES RESIDENCE 371 NE 103RD Sr - MIAMI SHORES, FL 33138 DESIGN CRITERIA FLORIDA BUILDING CODE 2014 MMM ENGINEERING, INC. WIND CODE: ASCE 7-10 ghadw �►/ alJ� MEAN ROOF HEIGHT: 15.00 EXPOSURE: C 2100 W.76th STREET,SUITE311 ROBERTS.MONSOUR BUILDING RISK CATEGORY II EB0006024 HIALEAH,FLORIDA33016 P.E.FL# 11955 CONSTANT: 0.00256 (GCPI): 0.18 WIND VELOCITY (V): 175 (Kd): 0.85 EXPOSURE ADJUSTMENT(Kz): 0.849 (Kzt): 1 FLAT ROOF: NIA � Q= 0.00256(Kz)(Kzt)(Kd)(V)A2 = 56.58 p.s.f. I W= Q (GCP+or- GCPI) P= 0.6 W .......... (ASD) P= W ............... (LRFDJ CALCULATIONS PROCEDURE EXAMPLE, USING MARK 1 W(+)= ..............56.58 p.s.f. (0.9378807 + 0.18 _ +63.25 p.s.f. ..........P(+)= 0.6 (+63.25 p.s.f. ) _ +37.95 o.s.f. W(-)= ..............56.58 p.s.f. -1.0378807- 0.18 -68.91 p.s.f. ...........P(-)= 0.6 (-68.91 p.s.f. ) -41.34 as.f. WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.Ft.= 22.48 MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE JNEG.PRESSUREJ ZONE N.O.A. Gcp Gcp AREA P.S.F. P.S.F. + 1 FRENCH DOOR IMP, 39.000 183,000 1 22.48 37.95 1 -41.34 1 INT (4) 14-0305.08 0.93788066 -1.03788066 WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.Ft.= 210,94 MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE NEG.PRESSURE ZONE N.O.A. Gcp Gcp AREA P.S.F. P.S.F. + A FIXED IMP. 53.000 63.000 23.19 37.87 -41.26 INT (4) 15-0528.26 0.93549608 -1.03549608 B HORIZ-ROLLER IMP. 53.000 50.000 9.20 40.06 -43.45 INT (4) 15-0519.09 1.00000000 -1.10000000 B* HORIZ-ROLLER IMP. 53.000 50.000 9.20 40.06 -53.64 END (5) 15-0519.09 1 -1.4 C HORIZ-ROLLER IMP. 37.000 26.000 3.34 40.06 -43.45 INT (4) 15-0519.09 1 -1.1 D HORIZ-ROLLER IMP. 74.000 38.000 9.76 40.06 -53.64 END (5) 15-0519.09 1 -1.4 E HORIZ-ROLLER IMP. 37.000 38.000 4.88 40.06 -43.45 INT (4) 15-0519.09 1 -1.1 E* HORIZ-ROLLER IMP. 37.000 38.000 4.88 40.06 -53.64 END (5) 15-0519.09 1 -1.4 F HORIZ-ROLLER IMP. 74.000 63.000 16.19 38.80 -51.13 END (5) 15-0519.09 0.963051699 -1.326103399 G HORIZ-ROLLER IMP. 37.000 1 50.00Q w C4Z ; • 0 • •• -43.45 INT (4)l 15-0519.09 1 -1.1 • •• • • • • ••• • f w00 • • , • • • ••• e • •• •• • • Y •• •• f � ��MIAMI �IAlI-DADE COCiNI TS Ra l ':=� {Y_3 PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTiiENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Mianii,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA tMUE. ` This NOA is being issued under the applicable rifles and regulations governing the use of construction inaterials.The documentation submitted has been reviewed and accepted by Miarnl-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 MOA shall not be valid after the expiration date stated belo-w. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. C#t ` APPROVAL DOCUMENT. Drawing No.W14-02 Rev B,titled "Series 500-10Alum t?utswing Entrance Door (LAU.)", sheets 1 through 10 of 10,dated 02-05-14 and last revised on Jul 31,2014, prepared by Al-Farooq Corporation, signed and sealed by Tavad Ahmad, P.E.,bearing the Miami-Dade County Product Controj Approval stain with the Notice of Ace e tanee number and expiration date by the Miami-Dade Couiuy Product CbhMol Sectiou..... .4 'M'.�o •••••• •••••• ••••i• Limitations: • 1. See DP tables for X in sheets 2, O and O/X oi-XO(door(-w/wo Reinforcing&w/Sidelite�)•iu*sheet 3. Lower DP :....: from door w/Sidelite or Reinforcing or ADA threshold or 4"Bottom Rail may control.•....• ••••• ..... 2. Max Sidelite mulled with door in sheet 3, shall not exceed =38". ••.••• • ••:••• 3. Glass lites Nvider than 36"shall have two Setting blocks per FBC requirements, •••••• •••••i *00000 LABELING: Each unit shall bear a permanent label with the manufacturer's naive or logct104!$tate and St r ies and ••��• following statement: Miami-Dade County Product Controi Approved", noted herein. ...... RENEWAL of this NOA shall be considered after a renewal application has been filed at%third has been ji chanpV 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 autoinatieally terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. AllVERTISUMEENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-I &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. AMID DE COUNTY Now Page I r ik.R`• e = 5 i t SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No, W14-02 Rev B,titled "Series 500-10 Alum Outswing Entrance Door(L.M.1.)", sheets 1 through 10 of 10,dated 02-05-14 and last revised on Jul 31,2014,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,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,TAS 202-94 Along with installation diagram of Single Aluminum Outswing doors w/sidelite,prepared by Black Water Testing Inc.,Test reports#BT-SIW-13-010,BT-SIW-13-010(2),BT-SIW-13-011, BT-SIW-13-011(2),BT-SIW-13-012 and BT-SIW-13-013 dated OCT 29,2013 and December 11,2013,all signed and sealed by Yamil Kuri,P.E. Note: The test reports#BT-SIW-13-010(2) and#BT-SIW-13-011(2) have been revised by an addendum letter dated 05/09/14, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri,P.E. 2. Additional Reference Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 20304 • 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 2Qj-%.. . 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-4. Along with installation diagram of aluminum Outswing doors w/wo sidelite and tiansom,'prepared••••• by Black Water Testing Inc.,Test reports#BT-SIW-13-001 and BT-SIW-I3:006 dated'Rind 10, 2013 and December 11, 2013,both signed and sealed by Yamil Kuri, P.E. Note:The above test reports have been revised by an addendum letter dated 05109/14, issued by ...,;. Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E : • 3. Additional Reference Test reports on: 1)Air Infiltration Test, per FI3C,'PA?202-�4 ;•; 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202 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 installation diagram of aluminum Inswing/Outswing doors whvo sidelite and transom.,prepared by Hurricane Engineering and Testing,Test Report No. HETI 07-4339, HETI 07-4371,HETI 07-4371,HETI 07-4372,HETI 07-4373and HETI 07-4374 dated 01/03/08, HETI-08-2184A& B dated 10/01/08,HETI 09-2572A, HETI 09-2573 dated June 30, 2009, all signed and sealed by Candido Font,P.E. shaq I.Chanda,P.E. Product Control Examiner NOA No. 14-0305.08 Expiration Date: May 22,2018 Approval Date: August 08,2014 E-1 S1W Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014,prepared by Al Farooq Corporation,dated FEB 17,2014,Jul 11, 2014 and last remised on Jul 31,2014, signed and scaled by Javad Ahmad, P.E. 2. Glazing complies Nor/ASTME-1300-04& -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNernours & Co., Inc. for their "DuPont Sentry Glass& interlayer".. expiring on 01/14/17. i F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5"' Edition)and letter of no financial interest, prepared by Al Farooq Corporation, dated 07/11/14, signed and sealed by Jamad Ahmad, P.E. 2. Lab compliance as part of the above referenced test reports. 3. Addendum letter dated 05/09/14 ref#BT-SIW-13-010(2) and BT-SIW-13-011(2),issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, RE 4. Addendum letter dated 05/09/14 ref#BT-SIW-13-001 and BT-SIW-13006,issued;bj431hck ...... Water Testing Inc., signed and sealed by Yarnil Kuri,P.E. •• •••• 5. Addendum letter ref HETI-07-4374 dated May 06,2008, issued by YIEPIO,Sf gned an(t mired ••••:• by Candido Font, F.E. ...... • •Soo:* G. OTHER ...... 1. Ref NOA(s) # 13-0220.06 & #14-0305.06. •• •• •• •• •••••• 2. Test proposal dated 08/13/13, approved by RER 0: • 3. Test proposal dited 05/23/13, approved by RER. :••••• V: t Is taq I.Chanda,P.E. Product Control Exanihier NOA No. 14-0305.08 Expiration Date: May 22,2018 Approval Date: August 08,2014 E-2 V 3 N I o � �<o m � I Jd 3/16" HEAT STREN'D GLASS j t,j r3 z 00 .090"INTERLAYER SENTRYGLAS BY'DUPONT' ?V1 W yr " 3/76"HEAT STREN'D CLASS 00,26:V o.u m ZjtnrnOP / \ 12 \ � 111 Ili dill it lig � � m � 73 SILICONE \ ' APPROVAL APPLIES TO SINGLE (X) DOORS-WITH OR WITHOUT SIDEUTE. it ii �-1" DOW 995 " SEE SHEET 2 FOR SINGLE DOORS DESIGN LOAD CAPACITIES. I SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITY AND �RPro xd as complying WIOMN `o g SIDELITE CONFIGURATIONS. \ ) Dwte�&M f I y 4110, Daae ProdKY( m AN AT 1/4 POINIWIID RS HANL 3.. 35 21 i rr • • • • • • • .:sA � a S m i c— loy OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY • • 0.: • • • • •I IN — —' -TO TRANSFER LOADS TO THE STRUCTURE. •• ••• • • • •• a ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS En91:JAVAD AHMAD a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML n FLA PE/70592 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • ••• • ••• • ••• CA.N.3538 a 8 .NOT PART OF THIS APPROVAL. • • • • • • • • • $ — i SILICONE TO BE APPLIED TO ENTIRE FRAME PERIMETER. • • • • • • t $ o u A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.•• • •• • i•• • drawing no, MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 9 W14-02 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. (sheet 1.0) • • • • • • • • • • - \ --__- 48 MAX. 3 _ -FRAME WIDTH �� w 3" 13" 1 ,r / -A 3 3/4"MAX. MAX. - Q y / 1'yr yn HEAD/SILL A SILL CORNERS F.of Sk I f t'G a �o -8 I. C / / oG O - -- -- D o��o 8 TRUE DIVIDERS OPTIONAL \ / Jj�gryNQ lf lip Wo I A 01 Ei IF w I m rj 7 0 I O w \ti J --- ---------- -- p vI N Of m: Z Uq Z Q 0u+ N I I I o d O m m I I � 31n� ACTIVE ACTNE UJmo FM, '--� rn SURFACE APPLIEDf°w FALSE MUNTINS C C i¢ NAY BE USED Inpptrned Yctteplyle);wh11We 1" 35 3/8"MAX. 35 3/8" MAX. F10 tkY BtldP Ct4y is 9ele aCsi E o ' D.L. OPG. - D.L.OPG. 45 3/8"MAX. 45 3/8"MAX. M Bede 1'rodief tel a rc DOOR LEAF WIDTH DOOR LEAF WIDTH 1J� TYPICAL ELEVATION —r`� u� >,., - DOOR OPTIONS ( X ) D DOORS LOAD CAPACITY - PSF .. SINGLE DOORS (X) NOTE: ' GLASS CAPACITIES ON THIS SHEET ARE DOOR DIMS. ADA THRESHOLD BASED ON ASTM-E1300-09 (3 SEC. GUSTS) iyr r •• ••• • • • • • • • • • • FRyIE FRAME ExT.(+) NT.(-) AND FLORIDA BUILDING COMMISSION ` ,,,! • i •• • • • WIVATH HEIGHT O t •• • • • • •r 4A• 120 50.0 50.0 DECLARATORY STATEMENT DCA05-DEC-219 a' <a„ s • • • • • • • •• 000 •• 4, • • •• Eigr.JAYAD AHMAD DOORS USING 4" HIGH PANEL BOTTOM RAIL(SIW502) TO BE LIMITED TO ±50 PSF RA. CML 70592 ' n SEE SHEET 4 FOR EXT.(+) LOAD LIMITATIONS. NOTE: • ••• • ••• t •i• $ VERIFY COMPLIANCE WITTN EGNESS♦IMITATIONi WrERE ftEQU1REDi • • a • • • t • • drowing no. DOOR D.L.O. DIMS. •• • • • • Soon D!t.0. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 15.875' • •• • •• err W 4—�2 t•• • ••• • D,LO.g-IEIGHTq-- FRAME-HEIGHT - 15.313" _ __ D.L.O. WIDTH (X DOORS) =,FRAME WIDTH - 12.625" D.L.O. WIDTH.(X DOORS) - FRAME WIDTH - 12.625" sheet 2 of 1101 ••• • • • • ••• • • 38" 86" - (6)ANCHORS FFRAME WIDTH FRAME WIDTH AT HEAD/SILL 3" 13^ 3" 13" 6" 3.. m 3 3 4"MAX. EAH l 3 3/4°MAX. TVP. --_-_..__-_- -\ .HEAD HEAD/SILL SILL - HEAD/SILL_-- /{ SILL --- - CORNERS - CORNERS0 pi 0 0 / I IQ M io cb I io e'r ��V//Ua1 p iy6r TRUE DIVIDERS a w 345 OPTIONAL wa ---tr--- w = �B B m N J y W I I .......... a4 \\o n Q .. - _ •-� o ._-........-- - - - w JO co vi 6 � N ly T_ co I TRUE DIVIDERS _ QO W r OPTIONAL (L U O } - V)rnLa" - SURFACE APPLIED (F'I) z i FALSE MUNTINS rc o MAY BE USED 29 5/16» m 35 3/16"- 30 5/8 D.L. OPG. D.L. OPG. D.L. OPG. wPPrvredrtem �� s s Fio�iN 9t �o 35 5/16" 45 3/16" 36 5/8" IM{t d6 �` i� 3 a _......._.._�_.—.__ -__..__._ _... ...... NOMI /4 _ �. $IOELI7E LEAF WIDTH DOOR LEAF W1DTH SIDELITE LEAF WIDTH Mlenl t 48" 38" DOOR FRAME WIDTH SIOELITE FRAME WIDTH TYPICAL ELEVATION TYPICAL ELEVATION ( O ) ( XO ) • • • •� • • • • COR:WITH SIDELITH LOAD CAPACITY — PSF SIDELITE LOAD CAPACITY — PSF • •• • • • • -000 • XO OR OX COMBINATIONS • STATIONARPANF.I.(0) •• • • WITH REINFORCING WITHOUT REINFORCING Y •• •• • • • •• - DOOR DIMS. STD.THRESHOLD � STD. THRESHOLD � TALL BOTTOM RAIL DIMS. TALL BOTTOM RAIL "ADA THRESHOLD STD. OR ADA THRESHOLD Engrr JAVAD AHNAD _ cML "q m ----— __.... — o FRAME FRAME DOOR FRAME SIDELITEFRAME FRAME EXT(+) IN7(-) EXi.(+) 1NT.(-) EXT.(+) INT,(-) FLA.PE 70592 WIDTH I-HEIGHT EXT.(+) IM.(-) • ••• WIDTH• •wiwH 4tGHT ••' C.A.N. 538 38" 120" 55.0 55.0 • - 4 •38' • 12E" • 55.0 55.0 50.0 50.0 48.0 DOORS AND SIDELITES USING 4 F�WELIBOTJCM RAILSSJWSe2)�O,SE LIMIT:D TO ±50 PSF - I(dr;wmg no�02 SEE SHEET 4 FOR EXT.(+) L01i IIMITANONS. *00 • • • L_W�4- 'SIDEUTE D.L.O. DIMS - - D.LO..HEIGHT y FRAME HEIGHT - 13.875" n14 - D.L.O. WIDTH = FRAME WIDTH - 8.687 sheet 3 TYPICAL ANCHORS TYPICAL ANCHORS V ; SEE ELEVATIONS SEE ELEVATIONS j li. to IAS WOOD BUCK S>F5, METAL ai FOR SPACING FOR SPACING n `FASTENERS BY OTHERS 7RY WO BUCK STRUCTURE \ N EXTERIOR •. - - I I \ \ORS E GE DIST> I I. 'VI(�OD SIRUCIURE FINISHES �- -. •CONCRETE OGE D15T BY OTHERS - - . •:J KS6 MIN , //y//�„ i_ gN EDGE DIS /� Z J \\ EDGE.IST. o Z ti y ly ,1r L 7 a z A 11 i 15 15 132 �a O t a LL TYP. \ $to \a rn \o v1 p M Q TYPICAL ANCHORS TYPICAL ANCHORS I I SEE ELEVATIONS - SEE ELEVATIONS �FLUSH HOLT GUIDE TUBE - FOR SPACING FOR SPACING M0a W000 BUCKS.AND METAL STRUCTURE NOT BY SIW WINDOWS // r Ci MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ' ' # -4- o J AND TRANSFER THEM TO THE BUILDING STRUCTURE. z INTO 2BY WOOD BUCKS OR WOOD STRUCTURES m 1-1/2" MIN PENETRATION INTO WOOD (HEAD/JAMBS) g v r ` .. J v 9 3j4t L Lu n Si l 3tnlJi QQ 0 C5 a o ..ppruv�vlwcempWogWU6t /� p o tllNe r f., TYPE 'C'— #14 DUI. SELF DRILLING SCREWS (Fu=120 Ks Fy=90 KS) —� j 1i NOAH INTO MIAMI-DADL COUNTY APPROVED MULLIONS (MIN. THK. = 1/8°) Ln rno F Mlxn, INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL :-12 GA. MIN. (Fy = 36 KSI MIN.) 0 ALUMINUM 1/8" THK. MIN. (6083—T5 MIN.) 0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i< S li T7iA k 8"TALL ,i �/ ,f u v BOTTOM RA 914 0 w ir INTO WOOD STRUCTURE _°I MIN. POURED l HARDENED INTOMETAL STRUCTURE = 3 " d 5 HIGH STRENGTH GROUT - /4MIN. H??- -3) 1'c 5000 PSI MIN. H B I 8"Tau - NOT BY S.I.W. 'y CONCRETE AT HEAD, SILL OR JAMBS Pc s'3000 PSI MIN. I I ; BOTTOM RAIL I ISO MUST TRANSFER SHEAR C-90_HOLLOW/FILLED.BLOCK AT JAMBS Pm 2000 PSI MIN. I I � LOADS TO S:RU::R: • I • • •• I� 4 H a I I LOAD BfARINC • • ANCHORS MAY BE FLEX OR FLAT HEAD. ° i I I I•1 • : : �\ t(�1 4'"BOTTOM L - m o i I .(SOLID SHIMS • • I•I • f 2 - -OPTIONAL•f0 GROIi} • i• • •• • I J� 5m' 15 IB • � • I•i • • • I I- 27 s' T r _ 8A 15 8 I`r£i �µi 8A 8 Engr:JAVAA AHMAD ICALJ�ANCHORS FIA PEVL 70592 c+ ACING •' .•• —_ C.A.N. 59 ^ ._�., •,• -•. :'•CONCRETE ��- i • •' L. a CONCRFfR 8 ` T ; '' �... ',.�w6 - • • 3 46 M6d• a •.. N 3'KSI MIN, v` u Y w s a.. 00- GO • • • A THRESHOLDi 1 KSI MIN v •• • EEE bI`sr. A drawing no. STD..THRESHOLD APP D FOR WATER RESISTANCE y EDGE DIST. 4 APPR'D FOR WATER RESISTANCE - LIMIT MAX. LOADS TO ±50.0 PSF • ' ®®AA ! W 1.4-02 LIMIT MAX. LOADS TO ±55.0 PS �U� aa 2�)4 sheet 4 • • • • • • • • • • • •• •• • • • •• •• 41.V Ft . !; TYPICAL ANCHORSSEE ELEV.TYPICAL ANCHORS FOR SPACINu SEE ELEV. TYPICAL ANCHORS 18Y A FOR SPACING SEE ELVVSW6 fSL FOR SPACING WOOD BUCK G D ACTIVE r Q r 15 - 0��o 0 oN .... 3 W e1 F 1 � O c�io3? EXT 6 1/2�MAX O.L.O. 3 LOCKS. SHIM oos g jo EXTERIOR - 10 SEE SHEET 8 FINISHES FOR DESCRIPTION EXIFR- RFINISHES N � BY OTHERS BY OTHERS o.i v) � MAX.LEAF WIDTH = 45 5/8" EXTERIOR - Z_to 1/2"MAX. MAX FRAME WIDTH -48" 1/2"� -_ -__. ._...... _ ..... ,.. _ SHIM SHIM _.. (X) Y do il m � g } S —N�vi Irmo � Q TYPICAL ANCHORS SEE ELEV. FOR SPACING Y vi O• O mw -- �DRmrcdwpcomWpHMIhMN - -� Florida fWWMe�o9t � NII2 11ade t nt /p Ny_1__ z ct•`Y o o«n • • • • • • • • •09 p METAL • • •• • • • • • STRUCTURE • •• • • • • ••• • �_ � EXT Engr.JAVAO A MAO CML N n r 4JtJL4 52" 3/8" • ••• • ••• • ••• SHIM • • • • • • • • • - �§ 3 Y •00 • • • • • • v • •• • •• • • •• - drawing no. ... ... W14-02 DOOR DETAILS sheet 5 of 10 I9 TYPICAL ANCHORS Z 3 z g SEE ELEV. TYPICAL ANCHORS VIIIIII� • FOR.5PACING SEE ELEV. � N EXTERIOR •EOOE'OtST: °_- 'CONCRETE FOR SPACING - TYPICAL ANCHORS ___......._._. r� SEE ELEV. BYIOTHERS T �-3:KSI MIN. O 9 rFOR SPACING - Z 3 a� 0 � o 2 CIS v a 18 - 16 Q G _ N }� j ¢. z,1 i. cc I � i vd. s EXTERIOR g 3 7 p EXTERIOR J FINISHES = a c - BY OTHERS - SIDELITE LEAF WIDTH - ti t I' t j2°MAX. SIDELITE WIDTH SHIM SHIM —10 34 � B - SHIM 3� ( f{ } B AT 2BS FROM ENDS Z_V! w i AS RE00. () & 12"O.C. 3 W m 0:=M 14 _ I 18 W EXTERIOR 6 25 a w F-- POURED&HARDENED I D.L.O. �_ 10 D.L.O.- -HIGH STRENGTH GROUT m 5 1'c=5000 PSI MIN. O& 8"TALL NOT BY S.I.W. 45 3/16- BOTTOM RAIL MUST TRANSFER SHEAR a .�— SIDELITE LEAF WIDTH LOADS TO STRUCTURE - MAX. DOOR LEAF WIDTH An. Of�4��AR11�i•• • • • • • 4"BOTTOM L 48" 38" a a ry S (St�ID SHIMS • • H• • • • • MAX. DOOR FRAME WIDTH MAX.SIDELITE FRAME WIDTH fi� •`•ice-.J\ • • • • STD.SILL?1 15 16 OPp(�ML TO i"": v L•t t• : • 15 1 g - �IIL4F.I. DOR/SIDE.tT. •�-7 •• ••• •• • • •• npprored at coryiyinlL wI,RNu 18 18 Fkridr Buldinq Code � iktr d� C�,..'lf�' Engr JAVAD AHMAD ' •r p N NCA/ a—r.z. AD Rt18rll)e rProdoe( oot� FLA.DE 170592 . o 2 7 7 • • • • •... • • B�f 1 i• _. CAM3538 • ••• T7 •tom" .r ,C64CRETE p ° • •• • - . ••` - • 0 8 o. Py,�N,� . 3 K81 MITb •-� TYPICAL PNC"31 • _ ••< • . - S' �: __ RIJIJ zb�ft drawing no. .. '. SEE tLEV,.FOR SPACING 'S' 9 y EDGE Sr.DI - EDGE DIST. TYPICAL ANCHORS W1 4'-OL STATIONARY UNITS SEE ELEV. SjDELjTE D$`j`�LS 4 (SINGLE SIOEUTE) FOR SPACING __ �shaat 6 of lO) � g 4.600 f250 p-2.040 I M .094 � I= a ,750 �. .078 1.000 .218 ,094 01= �" - 1.750 2.000 .094-v{�-- f N_ a .125 4.688 I I F-.._..2.122 TYP. I �0 I 1.750 1 + i 2.481 n '1 DOOR/SIl)EIJTE FRAME HEAD 7 SIDELITE SASH STILE I I VVV ci p ¢<< I- 4.040----- b-3.000--=i .200-1 1.900 2.125 st FLUSH BOLT BLOCK LL ai too 2.000 .078 3 FRAME JAMB a Z TYR 1.146 it W f F 4.000 10 t.�zao •150-.1{I2.5Typ. - .094 1.969 1.969 � .0781.20.710 ,0846 HINGE/LOCK STILE 37 .174SNAP C1O8 V-�ER ass ¢2.o21 170 JAMB/MULL ADAPTER 1.�059 Z3 Nv4 TOP RAIL/BOTTOM RAIL 0yvWN< 2.089 .437 1.900-1 api m 1.376 JAMB SCREW COVER V)03 V¢0 2.000 osa DOOR ASTRAGAL 8.000 .078 NN'N=aNmNm�o , ypmrMac comytylq{wlthtlM FloddA Ba1t1Ma C �L% a s ess � 3a � o CHAIR RAIL fete � $ � Mlatu�ptae�ruo>zi .1.000 r v�= 100 .06 .062 iYP. ---1111 gJ17.238 415Y a 1�1Ll==.900� 12 •• ••i • • • • • •• 0 p N n INT. GLASS STOP (G�1. GIA�S •SA• FHRCl5M4LD *OVER C, CI rt ° 5 BOTTOM RAIL • • • 2,337 . .662 2.382 •500 Engr:JAVAD.AHMADCML 094 .250 �� ESA PE 0 70592 o n -___._� Y� •. Q M�a6 0 • .500 / 9 _ }• a;' .750 538 12'50 .803 • : • • • 1.750 $ ; v $ . I -.14f1 •• • Browing no. �_- sso1---�! ..• . • . . :�2 • � D 4 W14-02 2 STANDARD THRESHOLD 13 EXTERIOR GLASS STOP 6 ADA THRESHOLD '25 STEEL REINF. sheet 7 of 10 ••- 0 • 0 0 096 0 0 F3 Vl PART# REQD. DEBCRiPTION MATERIAL MANP./SUPPLIER/REMARKS V SM505 1 DOOR/SIOELITE FRAME HEAD 6063-T6 - SIW515 i LOW RISE FRAME SILL 6063-T6 - mm lima�%ft "� SM508 - DOORFRAMEJAMB _ 6063-T6 -W502 1/LEAF DOOR TOP RAIL/BOTTOM RAIL 6063-I6 - SAN536 1/LEAF DOOR BOTTOM RAIL 6063 TG SIW503 2/LEAF, HINGE STILE/LOCK STILE 6063-T6 - 6 0 7 SM507 2/LEAF -SIDELITF SASH STILE 6063-T6 - 8 StIN546 1 ADA THRESHOLD 6063-T6 - C SA SM547 1 THRESHOLD COVER 6063-T6 - 9 SIW511 AS REQD. JAMB SCREW COVER 6063-T6 - v G- 10 SM535 AS REQD. DOOR ASTRAGAL 6063-T6 - _ _ cy& gg 11 SIW510 AS REQD. SCREW COVER 6063-75 - 0'Q p $ 12 SIW512 AS REQD. INTERIOR GLASS STOP(LAM.GLASS) 8083-T5 13 SlIV513 AS REQD. EXTERIOR GLASS STOP 6063-16 .__.__.... _ 14 SIW504 AS REQD. DOOR JAMB/MULL ADAPTER 6063-T6 - 15 9016E BULB W'STRIPPING VINYL CENTRAL PLSTICS W lV 16 U4513 - Q-LON W'STRIPPING VINYL SCHLEGEL 17 5530 AS REQD. INTERIOR GLAZING GASKET(DUROMETER 7035) SANTOPRENE BY CENTRAL PLASTICS 17A 5531 AS REGO. EXTERIOR GLAZING GASKET(DUROMETER 7035) SANTOPRENE BY CENTRAL PLASTICS i 18 W2320INWOU20 AS ROD. FINSEAL PILE W'STRIPPING - ULTRAFAB a m 20 �e X 1/2° - ASTRAGAL SCREWS PH SMS - AT 4"FROM ENDS&B"O.C. n 218 X 1/2" AS REQD. GLASS STOP SCREWS SELF DRILLING - AT 8"FROM ENDS& 15"O.C.MAX. 22 #12 X 1-1/4" - FIX. PANEL SCREWS PH SMS - AT 6"FROM ENDS & 17"O.C.MAX. v N _ 24 S044HD 4/I.FAF BUTT HINGES - STAINLESS STEEL 2S - AS REQD. MULLKR4 REINFORCING STEEL - z O Q rt p 27 .X12 X 2" 1/CORNER FRAME AND LEAF ASSEMBLY SCREWS ST.STEEL PH SMS Z_to 28 #12 X 1/2" AS REQD. HINGE ASSEMBLY SCREWS ST.STEEL FTi MS TYPE F 55 3"W n 31 SM 521 - FLUSH DOLT BLOCK 6063-T6 32 �2 - - FLUSH BOLTS SULLIVAN&ASSOC. CD 33 W51 TO-STATC6 - SENTINEL.MULTIPOINT LOCK - ASHLAND HARDWARE o, V} 34 SIW539 - 2"CHAIR RAIL 6063-T6 - - 35 - 2/LITE -BERING BLOCK EPON DUROMETER 8535 SHORE A 3Io W w O Fpprorpirtomplyfig�{y Ell LOCK OP-PIONS: •• ••• • • • • • •• SEALANTS: oI ES: • • • • • • • • •OPTION N1: -r'— f • •• • s • f • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SENTINEL MULTIPOINT LOCK BY'ASHLAND' 4"X 4"ST. I L 8UTf•HI S DS64N�OROAOID) • SMALL JOINT SEALER. T WITH THROW BOLT AT 35-1/2"FROM BOTTOM AT 13"fRO�JM AgL��TT �IDSP14621ki/r O.0 NAX. FLUSH BOLTS CONNECTED TO LOCK HINGE ATTACHED TO DOOR FRAME AND DOOR STILE• •• KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME.AT HEAD AND SILL USING(4) #12 X 1/2"FH MS Engr:JA AO AHMAD ,L n 5 HINGES PER LEAF CML FIA PE 70592 OPjjCN #2: 00C.AN.3578. 3 POINT LOCK ASSEMBLY(M 1805S)8Y 'ADAMS RITE' • • • • • • • • • - WITH 4015 THROW BOLT AT 36" FROM BOTTOM • • • • • • • / �O "�___ v - FLUSH BOLTS CONNECTED TO LOCK •• • • • • • • • • --� KEY OPERATED ON.EXTERIOR AND THUMB TURN ON • •• • •• • • •• .y q�14 drawing no. IN1 TERIOR AND ENGAGING FRAME AT HEAD AND SILL ••• • ••• • • . [ W14-02 - sheet $of 10 T N Pi J a. ce w ab � N 0 j w DOORLSIDELIT"E FRAME MULL ADAPTFR FRAME !Y -Io_ TOP CORNER TOP CORNER oan z ( z Zing 3w x r aom N pproved w complyi•q MNtltf - NforI01&Ildlpy Codr, 27 "� 3.r W IYOall ,V —n ' Mi+rf r heA•ry ,rd r 113od. �`_� i cw •• ••v 1 • j'" •6 / • • • • • • • • AOA THRESHOLD CORNER �� Eng,JAVAUtAHAIAO FIAPEN1 70592 0 • ••• • ••e • c• AN.35 NULL ADAPTER FRAME / s s • • • • • • • g o • • • • • i • BOTTOM CORNER 0 • •• • •• • • •• � 1 drawing no. DOOR/SIDELITE FRAME W�4—�2 BOTTOM CORNER (beet 9 of�0 • • • • • • • • • • ACCESS HOLE Z . % 27 O.F 7d uj 06 a 0 a VP 00�-�'g 15 DOOR TOP,/BOTTOM CORNER ACCESS HOLE � 3w� � DaM �W m' K=n Uza�a w a.u W _ _ 3nw J ST. STEEL / (Q mo ': WASHER Mppn�eN:tt eompt�dng wllhtlN � -� CHAIR RAIL CORNER RIeHAM @aW1"e C°`�` UNr C✓oS�Zc./5t 2"X 1.2"X.15' NUAY r -6.5 `t LX ALUM PLATE MIAw{Mdt Prodoet�ao/rol In 3/8 THREADED RODS AT DOOR LEAF ONLY • .• • • • • • m�,� - •i AC"9HOLEi• • • • •• c • i Engn JAVAO-- 3/8"NUT FIA. CML E r 76592 n • •1• • ••• • ••• - CAN.3538 9 Q � a •• • • • • • • • • • •t • •• • • •• / . drawing no. .•. . ... . . . W14-02 A' 0111 DOOR B07TOM CORNER (sheet�p of�p) ••• i 0 • • ••o • • - .. -.. • r MIAMI•DAD 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 NOTICE OF ACCEPTANCE NOA www.miamidade.eov/economv M, 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 A14J(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami---Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building 01 ode,tncludln�tho �� 1 c��-Inrrrcane Zone PROVAL DOCUMENT: Thawing No. 4127-10, titled "Alum.Horizontal Roller Window, Impact", sheets I through 11 of 11, dated 02/28/06, with revision F dated 05/14/15, prepared by manufaetulgr�•signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Cpnjrol Revision staml3 with the Notice of Acceptance number and expiration date by the Miami-Dade County ProAWGontrol '• Section. •••••• •••• •••••• e LABELING: Each unit shall bear a permanent label with the manufacturer's nn me•or logo, city state,, model/series, and following statement: "Miami-Dade County Product Control Appf(VdT, unless ©therwise'••• noted herein. •• •• •• •• ••••:• RENEWAL of this NOA shall be considered after a renewal application has beed fillodand there has been----:- no change in the applicable building code negatively affecting the performance of this product. :'0000 •••• 0•••.0 TERMINATION of this NOA will occur after the expiration date or if there has b8dn a revisi®n o 0olange in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and. followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors,and shall be available for fns ectron at the job site at the request of the Building Official. nd consists of this page 1 and evidence pages E-1 and - ,as we as approva oeumen men lone above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMMADE COUNTY ' i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under.NOA's No. 07-08.15.09 and 06-0405.06) 2. Drawing No. 4127-10,titled"Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06,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. 07-0815.49) 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 Labora;ry,1UC•,'?est Report No. FTL-4858, dated 03/08/06, signed and sealed by EtlM-Wo Largs*spada. ...... 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 F13C TAS'202'94 "••�• j 3) Water Resistance Test,per FBC,TAS 202-14 0: 000000•• ..4) Large Missile Impact Test per FBC. TAS 2Q1-94 :""' • 5) Cyclic Wind Pressure Loading per FBC,TAS 21)3:94 •• ;•; •• •' 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. FTL-4859, dated 03/08/06, signed and sealed by Edtnundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) Manuel P re P.E. Product Control Wminer NOA No. 15-0519.09 Expiration Date: December 21,2021 Approval Date: July 09 2015 E-1 f PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014), dated 05/14/15,prepared by manufacturer, signed and scaled 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-5'h 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�y Feuema ion 'Y Testing Laboratory,Inc.,dated 07/18/07,signed and sealed by'Cd469 S.Rionda P.B. • • (Submitted under NOA No. 07--0815.49) • 4. Laboratory compliance letter for Test Reports No..FTL-4858•aud.TTL-4859''issue6••••• by Fenestration Testing Laboratory, Inc., dated 03/08/06, -sipwf anc •sgaltd by Y Y Y Y Edmundo Largaespada, P.E. ••' •• •• `• "":' (Submitted under NOA No. 06-0445.46) • "Y 90 Y+• •YYY•Y : YY Y G. OTHERS • YYY •'•••:Y•YrYS1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries fohelift eir"HR-710" Aluminum Horizontal Sliding Window -L.M.I., approved on 02/16/12 and expiring on 12/21/16. { I Manuel P e ,P.E. Product Control Wininer NOA No. 15-0519.09 Expiration Date: December 21,2021 Approval Date: July 09 2015 E-2 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW _ SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. KURARAY BUTACITE PVB INTERLAYER SAFLEXNPVB INTERLAYER BY B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. EASTMAN CHEMICAL COMPANY C.5/18"LAMI CONSISTING OF(2)LITES OF 1/6"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER. D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.000-"PVB"INTERLAYER. E.7/18"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER. NOA DRAWING MAP F.7/18"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. SHEET G.13/16"LAMI 10:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5116'LAM( GENERAL NOTES—..........1 CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.090""PVB"INTERLAYER. GLAZING DETAILS............2 DESIGN PRESSURES.......3 H.13/16"LAMI IG:(1)LITE OF 118"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/B'HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. VERT.SECTIONS.............5 HORIZ.SECTIONS............5 I.13116"LAMI IG:(1)LITE OF 1/6'OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5116"LAMI PARTS LIST.......................6 CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. EXTRUSIONS....................7 CORNER DETAIL..............5 J.13/16"LAM)IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,3116"OR 114"AIR SPACE AND 7/16"LAMI ANCHORAGE....................6-11 CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A.090""PVB"INTERLAYER. K.13/16"LAMI 1G:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A,090""PVB"INTERLAYER. L.13116"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITE$OF 3/16"HEAT STRENGTHENED GLASS WITH A.090""PVB'INTERLAYER. XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. AB.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PItoUUCT R13VISED ,c plyiN with the Florida 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET_ 1uilding Cade Acteplaoce No4c- A 7.REFERENCES:TEST REPORTS FTL-4868,FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S ANSUAFBPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL �F. � �► R1 ��1N� EF ��/ 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-k�FIAlL MAVP•A IMO LGA LASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. ceNsr- •. 58705 L✓__- LM. &14H6 F 67HED/TION?Ot1 FBC UPDATE • • • • • : • °isp°• •R.Wor • • • ,o7oTE oLo�o1yvE GENERAL NOTES nt J..R 16N7/11 E FBC 2010 CODE C►WJOE N.l*Ll 3427 7a' 'i�� '••• t-'\�; • • • OX 1528 • ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �ICNA� J.R. &Mf D ADDED IO CAP TO BE TEMPERED + "90TE. NO.008,Ft 34274 Vlatbly Better e'e""104e d` •"'� 0—ftft �' A.LJtIa MIULEf';,1P.E R/628M JJ HR710 NT3 1 a 11 4127-1� F P.E.It38703 s•• • • • ••• • • "PVB"_ KURARAY BUTACITE PVBINTERLAYER ® or SAFLEX PVB INTERLAYER BY 21 50 21 50 EASTMAN CHEMICALCOMPANY EXTERIOR INTERIOR 53 1/2"NOM. 55 1/2"NOM. (ALL SECTIONS) GLASS BITE GLASS BITE 61 60,61,62 51 63,64,65 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER .090 PVB INTERLAYER 1!8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 6/16"NOM. 7/16"LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 21 5021 50 1/2"NOM. 1/2"NOM. 59 GLASS BITE 59 GLASS SITE 52 52 PRODUCT REVISED �. 66,67,68,69,70,71 72,73,74,75,76,77 ea aunplyfag.van ux Florida Euildn,g Code Acceptance 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS E 'anon Dare _ �QZI .09D PVB INTERLAYER .090 PVB INTERLAYER " 3/16ANNEALED OR HEAT STRENGTHENED GLASS EY- 1/8"ANNEALED OR HEAT STRENGTHENED GLASS Miam' adc raducr n 5/18"LAMINATED 7/16"LAMINATED 5/16"OR 3/8"AIR SPACE 3118"OR 1/4"AIR SPACE 1/8"OR 3/16"ANNEALED QjlTEyPEpED•GL:SS 2L • • • 1/8"or 3H 6"ANNEALED OR TEMPERED GLASS QD 13/16"NOM. 13/16"NOM. 1 1 i •• • ( LYNN 13/16"LAMI IG GLASS W/5/16"LAMI • •• • • • • •.•11/96"LAMI IG GLASS W/7/16"LAMI N s• sss s• • • • ss �( No.51705 QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPV G-J jgALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. = ... . •.. ;v Jz(fjj5 rsr • • • a'r.eb� j)'•, f <7/;- L.M. EH4/!6 F REVlSFDINTERSTATE LAYERMANUFACTURER • • • • O 1o70ltCHNOLo• sYDR1•E GLAZING DETAILS r Rok U�,.• c JJ may,K tmn/f� E NVCNauoeTHIS SHEET • •• :..`CE,:3 275 M. ALUM.HORIZONTAL ROLLER WINDOW IMPACT �8), ,A1.V, JA flr1Q%f D ADDED 10 CAP TO BE TEMPERED +90FTNOTE. P.O.BOX'1529 wMae.r eM�r n„4eN, ' n,,. 77 II ~m INCKOW§,FL 34274 1/[rrblr Beller ltR7f0 FUII 2 + 11 4127-10 A.L14 411&1Ei�P.E. F.K. 2GM JJ. 9/13/08 F p.E.p 58705 sss • • • • or • • • • • sss • • • • ss ss • • • ss ss sss • • e sss • • TABLE 1. XOX(114,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 36" 38318- 48" 50 518" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.01 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 1. -60.0 0 88" +60.0 0.0 +6 .0 -6 .0 +6 .060.0 +60.0 0.0 +60.0j -60.0 +60.0 0.0 +58.8 - 8.8 +56.2 -56.2 , , , FOR INSTALLATIDN IN 106 318" A,B,G,H +60.0 -60.0 +60.0 Ii -60.0 +60-01 -60.0 +60.0 -60.0 +60.0 j -60.0 +60.0 -60.0 +65.21 -55.2 +52.3 ; -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.01, -60,0 +60.0 430.0 +54.6I- -54.6 +51.7 -51.7 FT,GLASS TYPES G- L SHALL HAVE A 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 1 +60.0 -60.0 +60.0 ' -60.0 +59.6 -59.5 +53.6 1 -53.6 +50.9 -50.9 TEMPERED I.G.GLASS CAP.BOTH UP TO 111" C,IAND ANCHOR E DP E+60.0E11705,J0 J,E,L QUANTITY UUNCHA GED.MAIN J,K,L TABLE I XOX(113,113,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 88 7/18" A'B'C' I G,H,I +60.0 1 -50.0 TO 88 7/16" D,E,F, +75.0 -75.0 JKL TABLE 3. <OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER) GLASS I T 11 i / - n ' �lrY$Ae , l f TYPE ' 36 .. .,,,.,. 48 � `..,,., ; 54" eu" +75.0 -75.0 2;';, ::., +75.0 -75.0 _` +75.0 75.0 +75.0 75.0 +75.0 ° 75.0 ., 66" A,B,G,H +75.0 -75.0 +75.0 i -75.0 +75.0 , -75.0 +75.0 -75.0 +75.0 i -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 t -70.2 72" A,B,G,H +T5.0 75.0 +75.0 ' -75.0 +75.0 i -75.0 +76.0 -75.0 +75.0 . -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 1 -65.2 raoDUCTREVISFI7 es wmplying%vide tiro Florida A,B,G,H +75.0 -75.0 +75.0 -75 0 ',,.'` +75.0 -75.0 +75.0 ; -75.0 +75.0 -75.0 +68.1 -68 1 ': °��«p��ce" 1rj p5lq pq 1 impon Date 202 UP TO 74" C,D,E,F, +75.0 -75.0 I,J,K,L ar Mian D e Product n TEST REPORT FTL4858(XOX),FTL4859(OX&XO)AND FTL-5330 u , G.13/16"Dull LQ.1/8"OR 3116"A(MIN ,5116"OR 318"AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) B.5/16"LAMI-(118"A,.090,118"HS) H.13/16'0.LAMI IG-78"'031:6"I(NrN.2,5:16"OR 3/8"AIR SPACE,5116"LAMI-(1/8"A,.090,1/8"HS) C.5/16"LAMI-(1/8"HS,.090,1/8"HS) I. 13/16"IAyll 5/16"•OR 318"AIR SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) �` 7d� IYNN �ty�.•'�cscraF .,C,f, . D-7/16"LAMI-(3/16"A,090,3116"A) J.13/16"11MI IM78"dtt3/16•A(MIN.j,3/h6"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) t E.7/16"LAMI-(3116"A,.090,3/16"HS) K.13/16"LAM[IG-1/8"OR 3116"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3/16"A,.090,3116"HS) yr' NC.56705 F.7/16"LAMI-(3/16"HS,.090,3116"HS) L.13/16"LAIN IG-1/8"QR 3/=4(MIN.),3/16, 1/41 SPACE,7116"LAMI-(3/16"HS, .090,3116"HS) = i 7�'z-;-� L.M. IJ1IH6 F NOCHAN[3E THIS SHEET DESIGN PRESSURES =.t� sr>,I c r J.J. ffi/17/11 E NO CHOW--E THIS&SEET • •• 1070A.VENICE, M19 • "" JC`.`.',pI ORIOI''' 1s;ww-7w ••• PAST ALUM.HORIZONTAL ROLLER iMNDOW IMPAGT ','S, J.R. 8/2M1 - D AOOEOIOCAPTOBETEMPAW +30FTNOTE. P.O.BOX 1529 ae,r e,,,,t • mr �i�� l '':�` ga,,w P.* p",,,p,4 aYl� NOKOMIS.R 34274 Visibly Henn A.LVk ryt1l,L�fAb.E. F.K. 2!1&tl8 J.J. 3k3N3 HR710 NT5 3 °111 4127-10 F P .d5S705 0:0 0 • • 0 ••• 0 0 273/8" 27 27 MAX.DLO 54 5116"MAX.DLO FIXED MAX,DLO MAX.DLO VENT VENT FIXED D D 71.: B B B B X O X _ — — 110"MAX.WIDTH I.F.FRAME ---Ij Ir 85 7116"MAX,WIDTH I.F.FRAME{ 111"MAX.WIDTH FLANGE FRAME -I F —86 7116"MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-114) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 9/16"MAX. 33 9116"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C DLO VENT SEALANT OR GASKET ' :A! \\\ A I A 13 56" 1 573/8" / / MAX. MAX. PRODUCT REVISED DLO ALL DLO ALL I.F.FRAME s eomplying wilh rAe Florida FIXED VENTS Building Code �p 62"MAX. Aceeptance Na . LITES I.F.FRAME i xpiration Dec5 ALL BY Jn n„r t, CONFIG. NB i pro” I. • • • • • • FRAME ....... • • • • 0 LYNN Q • • • • • • • • �\�'l�U• ..rEld3E •�F.Q II 73 MAX WIDTH I F FRAIAE•—+i{ •• • • • .• VIEW D-D „ rs= (FRAME CORNER CONSTRUCTION) ' No.5870' t DETAILA-OXORXO • ••• • ••• 6 ••• u'••Ct+ LM VW106 F` NO CHANGE THIS SHEET • • • ELEVATIONS :C7,'• �a WrMmn: • •• 10 %CHNOL�Y 111119E ,t\ FZORIOP.•'�\; JJ. f0/f7/f1 E NO CHANGE THIS SHEET ICE.��275 -T +4 BOX 1529 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT J.R. awnf D NO CHANGE THIS SHEET wi.:wr a.r anur m"`ow aa- Ir,, NOKDMIS,FL 34274 lAwbb Better FX 2,280 J.J. Da**MHR7f0 NT3 1 4 s 11 4127-10 A.LYNN lAIL'L ,P.E. F P.E.p 58705 ••• • • • ••• • • INTERIOR 37 32 35 22 39 1 22 Q 16 2 EXTERIOR - INTERIOR 13 21VENT DLO �— MAX.FIXED DLO —�I I MAX. T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 35 32 37 HEIGHT 39 FLANGE FRAME MAX VENT DLO q 16 MAX. FIXED DLO I 22 MAX.FIXED DLO MAX.VENT DLO 43 MAX.WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22 021 41 22 PRODUCT REVISED os complying with tho Fkaido 2 Ooildi' Code Og'n Acteptancc No '7 L'161 12 .L4 8 EXTERIOR INTERIOR rMinn Dole 7 12 21 nye �m rpoaaa 7 EXTERIOr 1 4100 • 4 •4 I`TERIO.s• llil _ • • •• • • • • �) ��11 VN MI( i 10 4141 s•• • � ,r0 0000 ,(F i, `<�, �� NSF,• . 'P 4141 4141 4141 • • • e• �� 10 SECTION C-C 42 SILL HEAD Ho.58705 _ (VERTICAL SECTION,FLANGE FRAME) • (VCf;WICAL SECTWN, I.F.FRAM (VERTICAL SECTION,I.F.FRAME) �•naor orer• xe,•er: • • • • • o.w�, %)') 37A L Of�.4141 rV L.AL SJ1415 F NO CHANGE THIS SHEET SECTIONS ��`•. . owc RotW • 4141 1001'ECHNOLaGVORRE S i�!"``i.,CUH10.•\\C,.,... J.J. 10117111 E NO CHANGE THIS SHEET NICE.fR�1275 •eT �" " •P o.eox�ssa • ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �i;'�OiVA1 J. 8x20111 coo CHANGE NOKOMIS FL 34470 Vurbly Batter °Yfbd� °' •..r o'M°"' n"` A. 44r (.�ILLER•P.E. om.F.K. 2/2aw J.J. 3!233/08 HR710 NBIf 5 a 11 4127-10 F REM 56705 4141• • • 000 *00 • • • 4141• • • • • 4141 4141 • • • 4141 4141 1rrm1vwGN1REv1 DES TION MAIL PGT# fFFM DWG#REV DESCRIPTION MAT'L 7 PGT# 1 4102 1 A IFLANGEFRAMEHEAD 6063-T6AL 612237 66 GLASS.13/16"LAMI IG-1/8"A IN.,318"AIR SPA 5/16"LAMI 1/8"A .090PVB IIVA 2 4025 ISASH STOP STD.) ANTI LIFT CLIP) 6063-T5 AL 612244 67 13/16"LAMI IGl/8"A IN.),3/8"AIR SPACE,5/16"LAMI 1/8"A A90 PVB 1/8"HS 3 1#8 X 3/4 PH.PAN HEAD 7834AA 68 13/16"LAMI IGl/8"A(MIN),3/8"AIR SPACE,5/16"LAMI(1/8"HS,.090 PVB,I/8"HS) 4 4053 ISASH STOP COVER SASH STOP 6063-TS AL 69 " 13/16"LAMI IG-3/16"A(MIN.),5/16"AIR SPACE;5/16"LAMI(1/8"A090 6 4136 FLANGEFRAMESILL 6063-T6 AL 64136 70 13/16"LAMI IG3/16"A IN.),5/16"AIR SPACE,5116"LAMI(1/8-A-090 I/8"HS 7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 13/16"LAMI IG3/16"A(MIN.),5/16"A IR SPACE,5/16"LAMI(1/8'HS,.090 PVB,1/8"HS) Q 8 4131 ROLLERTRACK 6063-T6AL 64131 72 13/16"LAMI Ir,I/8"A IN.),114"AIR SPACE,7/16"LAMI(3/16"A,.090 P3/16"A 73 13/16"LAMI IGl/8"A IN. 1/4"AIR SPACE,7/16"LAMI 3/16"A,.090P 3/16"HS 10 71298 WEEP HOLE COVER POLYPROP. 71298 74 13/16"LAMIIGl/8"A(MIN.),114"AIR SPACE,7/16"LAMI(3/16"HS,.090PVB,3/16"HS) 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 75 " 13/16"LAMI 10-3/16"A(MIN.),3116"A IR SPACE,7/16"LAMI(3/16-A,.090 PVB,3/16"A) 13 4002 A FLANGEFRAMEJAMB 6063-T6 AL 612225 76 " 13/16"LAMI 10-3/16"A(MIN.),3/16"AIR SPACE,7/16"LAM[(3/16"A,.090 PVJ3,3/16"HS 14 4134 GASKEPFOR MAINFRAME SUL JOINT 74134W/K 77 13/16"LAMI 10-3/16"A IN.),3116"AIRSPACE,7/16"LAMI(3/16"HS,.090PVH,3/l6'HS) 15 1155 1#8X 1,000 QUADPN.SMS 78lPQA 90 1014 SCREEN FRAME OR&VER 3105-H 14 AL 16 1 4110 G ISCREENADAV17OR 6063-T5 AL 6411OG 91 1630 SCREEN CORNER KEY W/RINOS POLYPROP. 17 4054 B ImmmEEnNaRAm 6063RD-T6 AL 64054A 92 1631 SCREEN CORNER KEY W/OUTRINGS POLYPROP. 19 4066 W STP..197 X.230,FIN SEAL 64066G 93 1073 SCREEN SPRING ST.ST. 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 saumN SPLINE-.135 DIA.FOAM EM PVC 22 1683 WSTP.,.250 X.27013AM FIN SEAL 61683G 95 1635 SCREEN SPLINE 135 DIA.HARD EM PVC 23 225-1 ROLLERHOUSING&GUIDE 42112HD 96 SCREEN CLOTH 24 226 BRASS ROLLER WHEELS BRASS 7BRWH12 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44129N 32 4006 D SASHMEETINGRAIL 6HS-T6AL 64006 2.710 33 1235 1 WSTP..170 X.270 BACK,FIN SEAL 67S16G 35 1096 ISWEEPLATCH DICAST 71096 36 1016 #8 X.625 PH.FL.SMS 7858 37 4126 JSASHSIDERAIL 6063-TS AL 64126 2J24 38 1683 W STP.,.250 X.270 BACK,FIN SEAL 616836 —4— 39 7070 BULB WEATHERSTRIP.187 X.275 67070K os2 40 LIFT RAIL COVER CAP 74078"C'L OR R 41 4139 IF.FRAME HEAD 6063-T6AL64139 I.F.FRAME HEAD 42 4140 I.F.FRAMESILL 6063-T6 AL 64140 41 174139,8063-T6 43 4141 IF.FRAMEJAMB 6063-T6 AL 64141 50 GLAZINGSILICONE,DOW 899,995 OR UIVALENT 51 1224 VINYL GLAZING BEAD BULB THICK 6TP247W,K ru-.plymC REVISED o 52 1225 VINYL GLAZINGBEAD BULB THIN) 6TP248K "s implying with the FYn ido 2.784 Building code AcctpU. No I 5I 53 4039 B GLAZING BEAD-5/16" 6063-T5 AL 64039B ic4t �4- 55 1 54 4044 B GLAZINGBEAD-5/16"W/GRILLKIT 6063-T5 AL 644703 •062 3.162 By 4222 A GLAZINGBEAD-7/16" 6063-T5 AL 64222 Mie i 56 985 C GLAZINGBEAD-7/16'W/GRILLKIT 6063-TSAL 6985 os2 +-1.988 59 4067 GLAZING BEAD-13//6" • 7 60 GLASS 5/16'LAMI 1/8"A,.090PVB,1/8"A • • • • • ' ' • •••3 I.F.FRAME JAMB " 1 i"' • #4141.6063-TB 61 5/16"LAMI(]/8 A,.090PVB,U8"HS) • •• • • • • ••• • 62 5/16"IAMI(1/8'HS,.090 PVB 1/8"HS) •• ••• • • • • �, , 63 7/16"LAMI(3116"A,.090PVB,3/16"A) 2.710— No.'0705 64 7/1G"LAMI(3116"A .090PVB 3116"HS 42 I.F.FRAME SILL = �'� L' 65 7/16"LAMI(3/16"HS.090 PVE 3/16"HS • ••• • ••• ••• aalao,soe3•TB 1 1W D� 14,tY1ama • • • • �b4 O "I'V E OP .. V I - L.711. mora F NOCHMOE1711sSHEET • PARTS LIST •.,Ftoalo�.•' p•,� 10YAIECHNOLEGV OfR/E �.`` J.J. 1V17/ff E NO C1fMiGE T71168HEET • •• 'N.VENI.E,Qe4275 • >k l)q•"....••'�C'� t� •'• • — ALUM.HORIZONTAL ROLLER WINDOW,IMPACT J.R. 940/1 t O AaDEDWN.)-TO GLASS TYPES r.0-.5GX 1528 ea w �'t+b �, i 1 1 r. Gne NOKOMtS,FL 34274 Visibly La6rGK HR710 NTS B d 11 4'127'1� F A LVP Ep 58L 05 P E FK Maw JJ 9/23PoB • •fie • • �1.513�4 062 --{ 1.187 r— 040 I ,738 3. 52 I 7.4431 1. 73 .062 43 OVER .062 3. SASH#4 53STOP 3-76 I{ 1.22 F-=U� 2.710 �I (-.-2.710 FLANGE FRAME HEAD (---2 764 O O FLANGE FRAME SILL O FRAME SILL ADAPTER #4102A,6063-T6 #4136,6063-T6 #4137.6083-TB 1.383 E—] 062-51 1. .062 13 FLANGE FRAME JAMB #4002A,6063-T6 490 431.46 t 1.403- O SASH STOP O HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL #4025,6063-T5 #4131,6063-T6 #4054B,6063HD-T6 .062 2, 1183 062 47 2. 28 �9 .050 ' j .082 � ^� � .878 .349-- —�I 1.081 1.29r� 1.096 71NG R�� PRODUCT REVISED 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5/16" m wmpiying%ilhlho Fwmm #4133,6063 T5 #4006D,6063HS-T6 #4126,6063-T5 #40398,6083-T5 Ewld"g�O k Ac«Pw�a tro►5.0514.oq /I imNon Date Z 050 Miemi ede Produce 1 678 •878 .050—+ '878 .683 .050 .050— 1.598 444555 111111—�+ •��►1- I '� 1 - -- 1 1.097 1.096--��--•� •!• ••• • • • • • •!• 1.115--�--�1 GLAZING BEAD,7/16" GLAZING BEAD,13/16'' \\�,o. 54 GLAZING BEAD,5/16" •• i�a� 6«ZIEIG:B' 7/1I6' S6 59 ..... #4L22A,6063-VS • #965C,6063-T5 #4067,6063-T5 #4044B,6063-T5 !• • !• ! • • •• USED W/GRILL KIT Q (USED W1 GRILL KIT) ( I No 58105 00 LM. 6/14116 F NOCHANGETHtS SHEET • • • • • • O;•., ST/TC F (7� �. ! • • EXTRUSIONS J I S;WmrfanT/1+ E NOCNANGETH�SHEET• •• ••• • • ��"��Ice'i�F�nS P ALUM.HORIZONTAL ROLLER WINDOW,IMPACT /' `^/O(i lF�I \� J.R. SQO/11 D NO CHANGE THIS SHEET P.O.DO 529 avr •„K a woa� '�i �• NOHOMIS.FL 34274 UGib 73etter ALVI/t1 lAllll'Ef1.b.E. F.H. 1/2SgB 3l2N06 o HR710 Half 7 d�� 4127-10 F P.E.056705 ANCHOR QUANTITIES,XOX(114-1/2-114)WINDOWS TABLE 4 NOTES: GLASS TYPES AA.C,G,H,I GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE p 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-!/12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES rn IN N 1� !w 2.GLASS TYPES; FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE HEAD&SILL HEAD&SLL� HEAD&SILL ig HEAD&SILL HEAD&SILL i'm HEAD&SILL if A.5/16"LAMI-(1/8"A,.090,1/8"A) FT,GLASS TYPES G-L SHALL HAVE A W v ' ' : I� a B.5/16"LAMI-(1/8"A,.090,1/8"HS) C.5/16"LAMI-(118"HS,.090,118"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.125 x 35.375 1+C 2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+02+1 i 2 1+C2+1+02+1 2 1+C2+1+C2+1 i 2 1+C2+1+02+11 2 D.7/16"LAMI-(3118"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. 45.000 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1i 3 1+C2+1+C2+1 3 1402+1+C2+113 E.7/16"LAMI-(3116"A,.090,3/16"HS) 501625 1+C2+1+C2+113 1+C2+1+02+1 3 1+C7+1+02+113 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+113 G 13116"LAM]7116-LAMI- 0,3/18"(MI G.13116"LAMI IG-1/8"OR 3116"A(MIN.),5/18"OR 318"SPACE,5118"LAMI-(1/8"A,.090,1/8"A) 54.000 7+C2+1+02+11 3 1+C2+1+02+113 1+C2+1+C2+1 3 14C2+1+C2+11 3114C20+02+113 1402+1+C2+113 H.13/16"LAMI IG-118"OR 3/18"A(MIN.),5/16"OR 3/8"SPACE,5/18"LAMI-(1/8"&.090,11W HS) I. 13/16"LAMI IG-118"OR 3/16"A(MIN.),5118"OR 318"SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) 60.000 1402+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 i 3 1402+1+C2+1 i 3 1+C2+1+C2+1 3 1+C2+1+C2+113 J.13!16"LAMI IG-1/8"OR 3118"A(MIN.),3/18"OR 1/4"SPACE,7/18"LAMI-(3/16"A,.090,3116 A) 63.00D 1+C2+1+C2+1 i 3 1+C2+1+C2+1 3114C2+1+02+1,3 1+C2+1+C2+1 311+041+w+1 3 1403+t+C3+11 3 K.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3116"OR 1/4"SPACE,7116"LAMI-(3/16"A,.090,3/16-HS) $0.000 x 35.375 14C2+1+C2411 2 1+C2+1+C2+1`2 1 1+C2+1+C2+1.2 14C2+1+C2F1 2 1+C2+1+02+11 2 1+C2+2+C2+11 2 L. 13116"LAMI IG-1/8"OR 3118"A(MIN.),3/18"OR 1/4"SPACE,7/16"LAMI-(3116"HS,.090,3N6"HS) 45.000 1+C2+1+C2+11 3 1+C2+1+C2+1,3 1402+1+C2+1j 3 1+C241+C2r1 3 1+02+1+02411 3 1+02+2+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.625 1+C2+1+02+1i 3 7+C2+1+0241`3 1+C2+1+C2+1 3 1+C2+1+C2+ti 3 140241+C2+1 3 1+C2+2+C2+11 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1402+1+C2+1 3" 1+C2+1+C2+11 31 1+C2+1+C2+11 3 1+02+1+C2+11 311+02+1+02+1 3 1+C2+2+C2+1 3 HEAD&SILL: 10 112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.00D 1+C2+1+C2*1 3 7+C2+1+02+1 3 1 1+C2+1+C2+11 3 1+02+7+C2+1311+02+1+C2+1 3 1 1+C3+2+C3+1i 3 26 314"MAX.FROM CORNERS. JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. + +1+G2+1i 1+C2+1+C2+ 53,000 14Cx+1402+1 3 1+02+1+0241 311+C2+1+02+1 3 1 C2 3 11311+0+2+03+113 TABLE KEY. 74.000x 35.375 1+C2+2+02+112 1+020+C2+112 1+02+2+C2+1 2 1+C2+2+C2+12 1+C242+C2HI2 1 1+C2+2+C2+1j2 X 0 X 1 1+C3+4+C3+1 3 --ANCHOR QUANTITY PER JAMB 48.000 1+02+2+C2+113 1+0241+C2+113 1+02+2+C2+1j3 0+C2+2+C2+113 1+C2+2+C2+y 3 1+C2+2+C2+1;3 5.625 1+C2+2+02+1 3 1+C2+1+C2+1 3 1+C2+2+C2+11 3 1+C2+24C2+1 3 i+C2+2+C2+1 3 1+C2+2+C2+1'•3 HEAD AND SILL ANCHOR QUANTITY. 64.000 1+C2+2+C2+113 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+113 1+C2+24C2+1 3 1+C3+2+C3+113 A CLUSTER OF(3)ANCHORS CENTERED 60.000 1+C2+2+C2+1 3 1+C2+1+C2+113 1+C2+2+C2+11 3 1+C2+2+C2+1 i3 1+C2+2+C2+1 3 1+C3+2+03+7 3AT EACH MEETING RAIL PLUS(1) ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+11 3 1+C2+1+C2+1 3 1+C3+24C3+1�311+03+2+G3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+7 3 PLUS(4)ANCHORS AT FIXED SECTION, 84.000x 35.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2402+1 2 1+C2+24C2+12 1+C2+2+C2+1 2 M1+C3+4+C13+1,- 12+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 48.000 7+C2+2+C2+1 3 1+C2+24C2+ti3 1+C2+24C2+1 3 1+C2+24C2+1 311+02+2+C2+113 3+1 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+02+2+02+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+c2+2402+1 3 1+C2+2402+1 3 3+11 3 54.000 i+C2+2+C2+113 1+C2+2+C2+ti3 1+042+2402+1,3 1+C2+2402+1,3 1+C2+2+02+1 3 41 3 25 3/4"max. {I---3"MIN. 60.000 1+C2+2+C2+1,3 1+C2+2+C2+113 1+C3+2403+113 1+03+24C3+11 3 1+C2+2+02+1 3 +1 3 -----t--- 9"REF_ Lj� 63.000 1+02+2+02+1 3 1+C2+24C2+113 1+C3+2+C3+11 3 1+C3+2+C3+113 1+C2+2+C2+1 3 4+1 3 X 0 X raooucr aevlsOD 106.375x 36.376 1+02+2+02+112 1+C:2+2+C2+1 2 1+C2+3+02+1(2 1+C2+3+C2+1 2 1+C2+3+C241�20241 2 ac-nplyms imOheFIMM3 48,000 1+C2+3+CZ+1 3 7+LK+2+024113 1+C3+3+0341 3 1+C3+3+C3+1'3 1+C2+3+C2+1 3q+1,3 Oaiiding Cuee MTG.RAIL,TYP. Alc plance No 1 -051'1.09 50.625 1+C2+34C2+1 3 1+02+2+C2+1 3 1+03+3+C3+1 3 1+C3+3+C341 3 1+C3+3+C3+1 3 1+C3+4+C341 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS L'apvaiionDe,e /l,p�y) 54.000 1+q+3+C3+1,3 1+C2+2+C2+1`3 1+C3+3+C3+1�3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+04+11 3 (SHOWN IN TABLE KEY ABOVE) °y Mini nde oductC VO 60.000 1+C3+3+C3+113 1+C2+2+C2+1 3 1+04+3+C4+1 311+04+3+C4+1 4 1+03+3+C3+1(3 1+04+4+04+11 3 63.D00 7+G3+3+C3+1 3 1+G2+2+C2+1 3 I 1+C4+3+04+1 3 1+04+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+0b+1 3 25 3/4"MAX. 111.000x 38.375 1+C2+3+02+1 2 1+C2+2+C241 ?+C2+1+C 7 19C2+341C2+ 3 i+C2+S4C2+1 211+02+4+02+1,2 I 1 TYP. + � I�-3"MIN. 48.000 1+012+3+C2+1 3 1+C2+2+C2+1 3 +C3+3+01+1 3 *0313+03+ 3 N+0*3+02+1 3 1+03+4+03+1 3YiV 9"RiEP. X 0 X 50.625 1+02+3+C2+1 3 1+02+2+C2+1 3 1403+3+00+1 43 •1.03/3+05+ 3 4+03+3403+1 3 1+03+4+C3+1 3 1c+ (p 54.000 1+03+3+03+1 3 1+C2+2+02+1 3 1+C3+3+C3+1 3 1+C3+3+03+1 3 1+C3+3+03+1 3 1+C4+4+C4+1 3 s No.5,705 60.000 1+03+3+03+1 3 7+C2+2+C2+113 1+04+3+04+1 3 1+04+3+C4+1 4 1+C3+3+C3+1 3 1+04+4+C4+13 MTG.RAIL,TYP. - tr 63.000 1+03+3+C3+1 3 1+CL+2+C2+ 3 14C"+C40 1+C4#3tr&4+1 4 1+104+3-kAj4y) 3 1+C5+4+Cb+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS ey. pr.: renin. • • • • .. • '.Tae" '. 7 � LM. lW4H6 F NO CHANGE7Hf8 ANCHORAGESPACING,XOX 1/4-1/2-1/4 �', r MN4er• 101!iE•}INOLOGV DRIVE A JJ. IW17/11 E NOCHANGETMS • •• • •• 0. SH,CE.F•azrs 7siow oft --- • • FD T ALUM.HORIZONTAL ROLLER WINDOW IMPACT J.R. awl D ADDED 10 CAP TOSS TEMPERED +30FTNOTE P.O.Box 1529 or 04,4 a wa cer: NOKOMI,FL 34274 vi f*Rett- a r�eee a� •..e a..+ow. b y A.LY�+17'1,L1Lt�12,P.E. FJG T/28M& JJ 3/28106 HR710 NTS 8 a 11 4127-10 F P.E'158705 ANCHOR OU 7171ES.X0XV13-1/3-11M WINDOWS TABLE 5 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,GONG 1,CONIC 1.ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-412 STEEL SCREWS(G6) 1tn ;m 1� 2.GLASS TYPES: p WINDOW SIZE HEAD 8 SILL HEAD 8 SILL HEAD 8 SILL i HEAD&SILL 1 HEAD 8 SILL MM HEAD&SILL; A.5/16"LAMI-(1/8"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W v j� ; i l 19 1' B.5/16"LAM]-(1/8".,.090,118"HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000 x 38.375 1+C2+1+C2+1!2 1+C2+1+C2+11 2 1+02+1+C2+1 2 i+C2+1+C2+11.2 i+C2+1+C2+11 2 1+02+1+C2+1 2 C.6/16"LAM]-(1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+02+1+C2+1 3 1+CZ+1+C2+t 13 1+C2+1+C2+1,3 1+02+1+C2+1;3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 D.7/16"LAMI--(3/16".,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/16"LAMI-(3/16"A,.090,3/16"HS) 50.625 1+C2+1+C2+1 E 3 1+C2+1+C2+1;3 1+42+1+C2+1,3 1+02+1+C2+11 3 1+02+1+02+1;3 1+C2+1+C2+1113 F.7/16"LAMI-(3116"HS,.090,3/16"HS) 64.000 1+C2+1+C2+1 i 3 1+C2+1+C2+11 3 I 1+C2+1+C2+11 3 l+C2+1+C2+11 3 1+C2+1+C2+1 i 3 1+C2+1+02+1!31 G.13/16"LAMI IG-118"OR 3/16"A(MIN.),5116"OR 318"SPACE,5/16"LAMI-(118"A,.090,118"A) 60.ODO 1+C2+1+C2+1.3 M1+C2+1++C2+1 C2+1:3 1+CZ+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1tC2+1+C2+11 3 H.13/16"LAMI IG-118"OR 3116"A(MIN.),5/16"OR 318"SPACE,5116"LAMI-(1/8"A,.090,116"HS) I. 13/16"LAMI IG-118"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(118"HS,-090,118"HS) 63.000 1+C2+1+02+1 3 02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1`3 1+C2+1+C2+11 3 1+C3+1+C3+1 31 J 13/16^LAMI IG-1/8"OR 3/16"A(MIND,3/16"OR 114"SPACE,7118"LAMI-(3118".,.090,9116"A) 53.125 x 38.375 1402+1+C2+1 2 C2+1 2 1+C2+1+C2+112 1+C2+1+02+112 1+C2+1+02+11 2 1+C2+1+C2+1 2 K.13/16"LAMI IG-1/8"OR3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16"A„090,3116"HS) 45.000 1+C2+1+C2+11302+1;3 1+C2+1+C2+131+C2+1+C2+1 j 3 1+C2+1+C2+1i 3 1+C2+1+C2+113 L. 13/16"LAM]IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7116'LAMI-(3118"HS,.090,3/16"HS) 50.625 1+C2+1+C2+1j 3 +02+1'3 1+C2+1+C2+1 3 1+C2+1+C2+1,3 1+C2+1+C2+1i3 1+C2+1+02+11 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 64.000 1+02+1+C2+1(3 +02+1;3 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+1 i 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+C2+1+C2+113 +02+113 1+C2+1+C2+113 1+02+1+C2+113 1+02+1+02+113 1+C3+i+c3+ii383.000 1+C2+1+02+1 3 +C2+1 3 1402+1+C2+11 3 1+C2+1+02+1 3 1+C2+1+C2+1;3 1+C3+1+C3+Ii 3 HEAD$SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE BO.000x 38.375 1+C2+1+C2+11 2 +C2+11 2 1+C2+1+C2+i,2 1+C2+1+C2+11 2 1+C2+1+C2+1;2 1+C2+1+02+11 21 25 3/4"MAX.FROM CORNERS JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. 48.000 1+C2+1+C2+113n1+0,2+l+C2+1, +1,3 1+C2+1+C2+1 3 1+C2+14C2+1,3 14C2+1+02+113 1+C2+1+C2+1`3 TABLE KEY: 80.625 1+C2+1+C2+1•.3 +113 1+C2ti+C2+113 1+C2+1+02+13 1+C2+1+C2+1I3 1+C2+1+CZ+1;3 X 0 X 54.000 1+0241+02+11 32+11 3 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C3+1+C3+1:3 1+C3+1+C3+1 3 -ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+1 32+1'3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+113 1+C3+1+03+1 3 63.000 1+C2+1+C2+1'32+1'3 1+C2+1+C2+11 3 1+C3+1+C3+13 1402+1+C2+11 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 66.000x 36.376 1+C2+1+02+1;22+1 i 2 1+C2+1+C2+1'2 1+C2+1+C2+1 2 1402+1+C2+1 2 1+C2+1+C2+1 2 A CLUSTER E (3)ANCHORS CENTERED 1 ON EACH MEETING RAIL PLUS(1) 48.000 1+C2+1+C2+113 2+1;3 1+02+1+C2+11 3 1+C241+C2+11 311+02+1+C2+1 3 44C2+1+C2+113 ANCHOR AT EACH OPERABLE VENT 60.625 1+C2+1+C2+11 3 1+C2+14C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1:3 1+C241+C2+1,3 1403+1+C3+11 3 PLUS(1)ANCHORS AT FIXED SECTION, 64.000 1+C2+1+C2+1 i 3 1+02+1tC2+11 3 1+C2+1+CZ+1 3 1+02+1+C2+11 3 1 1+C2+1+C2+1 3114C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL. 60.00 1+C2+1+C2+1.3 1+C2+14C2+11 3 1+02+1+C2+11 3 1+C3+1+C3+1i 3 1+C2+1+C2+ti 3 1403+1+03+1 S (3"MIN.O.C.ANCHOR SPACING) 63.000 1+02+1+02+113 1+C2+14C2+1 3 1+C3+1+C3+113 1+C3+1+C3+113 1+C2+1+C2+1 3 1+C3+1+03+1 3 74.000x 38.376 1+C2+1+C2+112 1+C2+1+C2+1 2 1+C2+1+O2+li 2 1+0241+C2+112 1+C2+1+02+1j2 1+C2+1+C2+112 25 3/4"MAX. 46.000 1+02+1+C2+1,3 1+C2+1+02+113 1+C2+1+C2+1 3 1+C2414C2+1 3 1+C241+C2+1 3 1+0341+C3+113 -► 1--3"MIN. 50.628 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1(3 1+C2+1+C2+li3 1+02+1+C2+1 3 1+03+1+C3+113 64.01)0 1+02+14C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1j3[1+0-2+1+C2+1 3+1+C3+1 3 9 REF' X O X 1 PRODUCT RP.VISED 60.000 1+C2+1+C2+1`3 1+C2+1+C2+113 1+C3+1+C3+13 1+C3+1+C3+113 1+C2+1+02+1133+1+C3+113 �_ r J Jf` ns complying xith the Fbfida 63.000 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C3+14C3+113 1+C3+1+C3+1]3 1+C2+1+C2+1133+1+C3+1(3 Oailding C0" MTG.RAIL,TYP. 84.000x 38.375 1+C2+1+C2+112 1+02+1+C2+11 2 1+C2+1+C2+112 1+C2+1+C2+11 3 1+C2+1+C2+1i 2I2 Rrreptan49.000 1+C2+1+C2+1i3 1+C2+1+C2+1s3 1+C2+1+02+1 3 1+C2+1+C2+ti3 1+Cz+1+C2+1{33+1+03+1:3CLUSTER W/QTY.OF(3)ANCHORS60.626 1+C2+1+0241 3 1+02+1+C2+1 3 1+02+1+C2+113 1+02+1+02+13 1+02+1+C2+1 33+1+03+1 3 (SHOWN IN TABLE KEY ABOVE) Dr Mie i ade Product Conk 54.000 1+02+1+02+113 1+C2+1+02+1;3 1+63+1+03+1 3 1+C3+1+C3+113 1+C2+1+C2+113 1+C3+1+C3+113 60.000 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 1+01+1+C3+114 1+C3+1+03+1 3 1+c3+1+c3+1 3 25 3/4"MAX. 63.000 1+03+1+C3+1 3 1+02+1+C2+1 3 +1 1+ 3+ +b+11 141103+14rJ8+1 3 1+04+1+C4+1 4 1 1/2 TYP' -- - --- --- 88.437x 38.376 1+02+1+C2+1 2 1+C2+1+C2+1 2 +02+1+C24N 2 1MS2+MC21+.11 it 1,NC2+A+02+1!2 1+02+1+C2+1 2 1..,,1. 48.000 1+02+1+02+1 3 1+62+1+C2+1 3 1Z%+i+C-D 1+ 2+ 1 3 lr.2+1Tq?+j!_3 1+03+1+103+1 3 9"R X 0 X �.�•.•'��En1sF �F9 ' 60.626 1+C2+1+C2+1 3 1+C2+1+02+1 3 $M+I"*l 3 AE2+1+t2+1I 141C24g9C2+113 1+03+1+03+1 3 64.000 1+C2+1+02+ii3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1403+113 1+02+1+C2+113 1+C3+1+C3+1 3 h1O.58705 MTG.RAIL,TYP. - 60.000 1+C2+1+C2+li3 1+C2+1+C2+1j3 1+03+i+C3+1 3 1+030+03+1,4 1+C3+1+03+113 1+C4+1+C4+1 4 83.000 I 1+03+•1+103+1t3 1 1+102+1+102+ (S 1+Q3#If43+1 31 f+C3+f+WF114 1+060+06103 1+104+1+104+1'4EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS -]JZIif t1/, • • •ft. • • • ' Q L.M. /114116 xwb0� NOCNANGE7NI3 1ofi1e811RotAGYOawE ANCHORAGESPACING,XOX(1/3-9/3-1/3) �;'P�.'• Fcorto{:•• C' J.J. 10/17111 E NOCNANGETHIS • •• • •• R.�dmcE,�311z:5 ALUM.HORIZONTAL ROLLER WINDOW IMPACT 'S%/,1�)(`!A� J.R. am, D ADDEDIG CAPTOSE TEMPERED +30F7NO7E P.0,BOx+52B ' 111111 I" o�lr NOKOMIS,FL 34274 Virlbb Beton• n"YMe4� '°�" sne °i'°n'a n"' A.LYNN MLLER P.E. F.K. 1R&M J.J. R'" NR710 NT$ 9 d 11 4127-f0 F P.E.p5en5 - • • • • • • • • TABLE 6 NOTES: GLASS TYPES A 13GLASS TYPES C,D,E,F,I,J,K,L f 2,3,WOOD 2,CONIC 2,3,WOOD 2,CONC 1,CONIC / 3�J 2-114"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) ZONES ZONES ZONES ZONES ZONES n Q0 Q�Q� � � � J tp Q J pp FOR INSTALLATION IN THE HVHZ ABOVE 30 5.F LAMI"-(11F A,,090.lir H6) FT,GLASS TYPES G-L SHALL HAVE A ,a ' r q = e6 ' =rtl i = ey C.5118 LAMI- 118 HS 090 1/8 HS ( ) TEMPERED I.G.GLASS CAP.BOTH THE DP AND +Q2+1 Q 1+C2+1 2 1+C2+1 2 D.7116"LAMI-(3116"A.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. '`- 1+C2+1 2 1+C2+1 2 ,H•� I E.7/16"LAMI-(3/16"A,.090,3/16"HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1. 3 1+C2+1 13 1 1+C2+1 j 3 1+C2+1 3 F.7/1B"LAMI-(3116'HS,.090,3/16"HS) _ 1+C2+1 I 3 1+C2+1 3 1+C2+1 3 G.13116"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(1B"A,.090,1/8"A) 1+C2+1 3 1+C2+1 3'" i H.13/16"LAMI IG-118"OR 3/18"A(MIN.),5/10"OR 318-SPACE,5116"LAMI-(118"A,.090,1/8"HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1' 3 1+02+1 F3 1+C2+1' 3 1+C2+1 3 I. 13/16"LAMI IG-1/8"OR 3118"A(MIN.),5116"OR 318"SPACE,5118"LAMI-(118"HS,.090,1/8"HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1, 3 1+C2+1 c 3 1+C2+1 3 1+C3+1 3 J.13116"LAMI IG-1/8"OR 3/16"A(MIN,),3116"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) K.13/16"LAMI IG-1/8"OR 3/18"A(MIN.),3/18"OR 114"SPACE,7/16"LAMI-(3116"X.090,3/16"HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 l 3 1+C2+11 3 1+C2+11 3 1+C3+1 3 L, 13116"LAMI IG-1118"01131`16-A(MIN.),3118"OR 1/4"SPACE,7/16"LAMI-(3/16"HS,.090,3118'HS) 48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+11 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+13 1+C2+11 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1 1+C2+1 3 1+C3+1; 3 1+C2+1' 3 1+102+13 1+C3+1 3 yrr" rr r ` !i 54.000 1+C2+1 3 1 1+C2+1 3 1+C3+1' 3 1+C2+1 3 1 1+C2+1' 3 1+03+1 3 60.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+13 1+C2+1. 3 1 1+C3+1 3 63.000 1+C3+1 3 1+C2+1 3 1+C3+13 1+C3+11 3 1+C2+1j 3 1+C3+1 3 TABLE KEY: O X X8.375 1+C2+1 2 1+C2+1 2 1+C2+1? 2 1+C2+1. 2 1+C2+1; 2 1+C2+1 2 2+C3+2 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 i 3 1+C2+1` 3 1+C2+11 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1' 3 1+C3+1 3 H EAD AN D SILL ANCHOR QUANTITIE S A CLUSTER OF(3)ANCHORS 54.000 1+C3+1 3 1+C2+1 3 ` 1+C3+1 3 1+C2+11 3 1+C3+1 3 CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+11 3 1+C3+1` 4 1+C2+11 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 i 3 1+C3+1 4 1+C3+11 3 1+C4+1 3 VENT AND FIXED SECTION, (7) t ANCHORS TOTAL AT HEAD AND SILL. 60.000x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2t 2 1+C2+1 3 1+C2+11 2 2+C2+2 2 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 i 3 1+C2+1'1 3 2+C3+2 3 (3--MIN.O.C.ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+21 3 1 1+C3+1, 3 1+02+11 3 2+C3+2 3 18 314"MAX, 54.000 1+03+1 4 1+C2+1 3 2+C3+2 i 3 1+C3+1, 4 1 1+C2+1 i 3 2+C3+2 3 1 -{�--3"MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+11 4 1 1+C3+1, 3 2+C4+2 4 63.000 1+C3+1 4 1+C3+1 3 2+C4+21 4 1+C3+1 4 1+C3+1 3 2+C9"REF. X O 4+2 4 - \. PRODUCT RGVISGD 66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+C2+21 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 complying rvilh the Ploride MTG.RAIL Building Code 48.000 2+C2+2 4 1+C2+1 3 2+C3+21 3 2+C2+2 4 1+C2+1i 3 2+03+2 3 A0 50.625 50.625 2+C3+2 4 1+C2+1 3 2+C3+2i 3 2+C3+21 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF{3)ANCHORS Bx iranonwOL 54.000 2+C3+2 4 1+C2+1 3 2+C3+21 4 2+C3+21 4 1+C2+11 3 2+C3+2 4 SHOWN IN TABLE KEY ABOVE B ( a e 60.000 2+C3+2 4 1+03+1 3 2+04+21 4 2+C3+21 4 1+C3+11 3 2+C4+2 4 63.000 1+C3+1 4 1 1+C3+1 3 2+C4+21 4 2+C3+2 4 1+C3+1! 3 2+C4+2 4 18314"f 1 1/2"TYP. N y 2+C2+2 3 2+C2+2 '-2+02.2 •3 2tC2i2. 2 2+C2+2 3 �I---3"MIN. 11 I 1 M 48.000 2+C3+2 4 2+C2+2 3 +C3+Q• 4 2i0i2`•4 2+ 3 2+C3+2 49" \w 0�" /�y/ REF. X O t, �X 50.625 2+C3+2 4 2+C2+2 3• +CW 4 Z1tC3+ 4 2+ 2t?y 2+C3+2 4 4 2+C3+2 42+C3+2i 3 2+C4+2 4 - -�_ ��• ,� F"Is<-' ''•:6' 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 _ MTC.RAIL _ ' j No-'18705 •.` 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2; 3 2+C4+2 4 =_ • EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS �- 2+C3+2 4 1+C3+ +C4* 5 2+O(y+2 •4+ 2+C4+2 5 = 7 �s L.M. lVfllls EF F NOCHANGETHISSHEQ• •RrAdw ow I ANCHORAGE SPACING,OXANDXOWINDOWS �;,,•,�, ' • •• • •• lot HNOL Oy IX21VE � << OF21Dl`. �J,_•.` J.J. 1Nf711f E NOCHANGETMSHW: N•VENICE, A275 � \: ALUM.HORIZONTAL ROLLER WINDOW,IMPACT or�M IS J.R. 6/2A71f D ADDEDIGCAP TORE TEMPERED #WFTN01E. P.O.IS.FL 2s .m.a�s4e 4� ,Y1e o.waw ae. 7; , ," •,� Otlr NOKOMIS,FL 34274 I/Lrlblj Better A.LYNIJ A�IILLER,P.E. F.K. TI2aw J.J. MI2m fiR710 NTS 10 a 11 4127-f•0 F P_458705 • •• •• • • • •e •• ••• • • • ••• • • I 3W'MIN.E.D.TYP. NOTES MIN,3.4 KSI 1 2x WOOD BUCK, iAP#ot I (IQN3 � 5 } R J4" CONCRETE Ju_�1"MIN.EDGE NOTE3 MIN. �) ETE1 1 ° MIN. El ��_ - 1x WOOD MIN�' ' � � 2.FOR WOOD APPLICATIONS INMIAMI-DADS COUNTY,USE#12 STEEL SCREWS(GS)OR 114"SS4 CRETE-FLEX WITH BUCK v #12 TRIMFIT HEAD. NOTE 3 A, - 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 11M 114 A THAN 1 1W. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID 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 OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B of 1/8^THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1/4"MAX _ 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER '~ SHIM 1 3l8" 1/4^MAX.SHIM 1 1/4"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. (1.5 KSI CMU) .. -.v OR PER NOTE 1 2-1/2"MIN.EMBEDMENT (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, �T ANCHOR, NOTE 2 i NOTE 1 `� 1314" aEXTERIOR INTERIOR MIN.EDGE °•'MIN.E.D (HEAb&SILL DETAILS A,B.C,0, H) ;... . TYP. _ 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 4 SEE NAILING INTERIOR 5W MIN.EDGE DETAIL E DETAIL F (JAMB DETAILS E,F&1) EXTERIOR TYPICAL FLANGE FRAME JAMB SECTIONS EXTEE 51W MIN. CONCRETE WOOD V DETAIL H (HEAD) ANCHOR, ANCHOR, NOTE 1 NOTE 2 NAILING .131 DIA.MIN,x 2112"NAIL AT CORNERS AND 5"O.C. PRODUCT REVISED TYPICAL DETAILS G,H&I. Q ns complyi.S ith the Florida Building Code 1/4" 1/4" Accepinncc MAX. MAX. inning TAte I SHIM SHIMII SEE /8"MIN.EDGE Y Mi Dada Product Con NAILING NOTE 1 13/8"MIN. •• .•y.! �— • ••• ° ° a ! -i •• - " 13/4"MIN. •• °••' +• ti'• • • -`_.. 2-112"MIN. Cf1JN MIN.3.4 KSI SEE NAILING ` N I ! i E.D.TYP. .. i ••• • �'I�N. • CONCRETE 2x WO@IZ •• •• • • • •• 2-1/2'MIN.EMBED DETAIL C NOTE 3 DETAIL D DETAIL G(SILL) DETAIL I(JAMB) No.58705 TYPICAL FLANGE FRAME SIL6 SECTIONS•• • ••• TYPICAL INTEGRAL FIN FRAME SECTIONS 7 2 IS r L.M. N14JIS a Fes• CORRECT CFilONAL� NO 7'Ol CMU • • • • °1et1"` QFC), S-rAl �/,` or' n"ww� to ,�.,y•HNV,&y DNNE ANCHORAGE DETAILS J.J. 10117/11 E NOCHANGETHIS • •• • •• �.VLTJICE,R�ns t'" iS-�•1 • • ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ''/`y/C/Pdf,i. J.R. 620/11 D NO CHANGE THIS SHEET P.O. S. 34 mr t M,.*cxo. rt� /I/J 11 1 pig. ow pRa• N01(tMI1S.FL 34274 Vlrrldy Rerter A.LYNN Idk'L�R P.E. FA 2RS70S J.J. 3/234 HR7f0 Helf 11 a 11 4127-10 F P.E.458705 s • •• •• • • • •• •• l MM IA MIAMI-DADE COUNTY =11 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 HOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA AWW.Mi3midfide.LF0V1000n0m1 ,SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ), This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code'. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled"Fixed Window Installation Guidelines", sheets 1 through 14 of 10,dated 04/12/13,with revision A dated 07/02/15,prepared by nanufa;trtmr•signed and sealed by AnthonyLynn Miller P.E., bearing the Miami-Dade CountyProduct�; nt;ol Sectlg {tevision••• • • stamp with the Notice of Acceptance number and expiration date by the Miaxn-"e C0*(v".Produgj.••:• Control Section •••:•• • LABELING: Each unit shall bear a permanent label with the manufacturer's vye pr log% citx, state.•;••• model/series, and following statement: "Miami-Dade County Product Control APPAwetl", untwaotterwise..... noted herein. :00:0: • RENEWAL of this NOA shall be considered after a renewal application has been filed and 4"Ghas been••"' no change in the applicable building code negatively affecting the performance of t1lir4duct.'. ••• •••• TERMINATION of this NOA will occur after the expiration date or if there has been a revistoo o4change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety.. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. ove on-men lone a ond consists of this page 1 and evidence pages E-1 and E-2,as well as apprcnmeve. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI DADS COUNTY glow. Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820,1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,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 an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No,13-0502.03) 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 :006:9 4)Large Missile Impact Test per FBC,TAS 2;1;94: 0•• �:' 5) Cyclic Wind Pressure Loading per FBC, TA&2Q3-94 •••••• •• •;• along with marked—up drawings and installation diagram of an-ak6inum fixod window, prepared by Fenestration Testing Laboratory, Inc.,Tq.!r?, ports •;• • FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respei 2x, all signed and sealed by Joseph C. Chan, P.E. ...... (Submitted under NOA No. 03-1105.01) ...... •• . . . . . ...... C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with R$•GRh ' Edition (2014),dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). 1 Manuef ZPerez Product Control Exa ' er NOA No. 15-0528.26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 SentryGlasfl(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 1.58°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May 20,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,r.E. 2. Statement letter of no financial interest, dated May 20, 2015,s�jueclby manufacturer, . ...0 signed and sealed by Anthony Lynn Miller P.E. 000006 0 00000 • 3. Laboratory compliance letter for Test Report No. FTL-7212fd4ed 03/21/13, signed .... and sealed by Marlin D. Brinson,P.E. ...... (Submitted under previous NOA No. 13-0502.03) 4. Laboratorycompliance letter for Test Reports No. FTL-38 ••••••FTL- 5 • dateji.•:'• P P ��' �� A: ..... 07/18/03 and 07/31/03 respectively, all signed and sealed by Jo6l"h C. Chan,.P.E. . (Submitted under NOA No. 03-1105.01) *000% G. OTHERS • 1. Notice of Acceptance No. 13-0502.03, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window–L.M.I."approved on 07/18/13 and expiring on 02/19/19. ManuelPer , Product Control ami er NOA No. 15- 26 Expiration Date: February 19,2019 Approval Date: July 092015 E-2 DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE&SMALL SFE SHEETS2-5 MISSILE IMPACT RESISTANCE r 47'BUCK WIDTH 48"BUCK WIDTH 48"BUCK WIDTH - 44.1/4"VISIBLE 45-1/4"VISIBLE 451-114'VISIRLE PRODUCE RB LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH 2 MAX EVI the Flor)de SFID as complying wilh -.-1 6"MAX. F,SHEET 8 � � � 8eildiag Coda r. B,�SHEET6 r;') D.SHEET 7 H,SHEET 9 AccePZ Na ifalion Dela Col 3)FOR MASONRYAPPLICA71ONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY I I Mi - Ede Product Co ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A A C I C E,SHEET B I E,SHEET 8 UNITS AND CONCRETE WITH MIN,KSI PER ANCHOR TYPE. SHEET 8 SHEETS BUCK SHFET 7 SHEET7 G,SHEET 0 I G, HEET9 Q TH EDITION FB UPDATE 4)ALL WOOD BUCKS LESS THAN 1.1/2"THICK ARE TO BE I HEIGHT JT I — — ^ BUCK DATE:07/02/15 CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE 1 -I J HEIGHT m OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE +. 82-114" J�. 83-1(4' iii': ' VISIBLE 12'MAX. 03.1/4" VISIBLE u WOOD BUCKS DEPICTED AS 2XARE 1-1/2"THICK OR s, /111 I I / LIGHT ' GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE ; 3 I LIGHT O.C. VISIBLE 5"MA74 HEIGHT DESIGNED TO PROPERLY TRANSFER LOADS TO THE ui HEIGHT , -"--"-- LIGHT O.C. i STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS / ,aj, / HEIGHT V Y Q THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR BUCK ARCHITECT OF RECORD,(AOR). ( n,, i ( HEIGHT �> O 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OFcm SUFFICIENT EMBEDMENT,NARROW JOINT SEALANT IS USED - I p�j LU N ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION 0 o Z g n ANCHORS SHOULD BE SEALED:OVERALL I Z LL 'n IL 8 J urop pg F,SHEET 8 I I UJ SEALINGffLASHING STRATEGY FOR WATER RESISTANCE OF f�, B....�I 13 B. p-� I+-- 12'MAX.O.C.2,M H,SHEET 9 I U U X N d INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND SHEET 8 aj -- ,,a; MAX, SHEET 7 ++►--jii S'MAX.O.C. LU- Q 00 5 THE SCOPE OF THESE INSTRUCTIONS. "' H Z ED v 6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR = TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION o O y - Z z �o ELEVATION(TESTED UNIT) (TESTED UNIT o Z d Z O O LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE F, F LL SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING Q 0 APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: ,- .. W THEM BY THE WINDOW. 12O.C. )ufAY 1� 118w T�11fiARk 1M LU =v GUIDE TO SHEETS: MAX. _ _ F � 19L1i ® la 5 7)DESIGN PRESSURES: GENERAL NOTES ............... 1 ', _ W to A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS..............................1 TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 E1300. DESIGN PRESSURES..................2-5 12'O.C. / I- WIDTH —_� Imo-WIDTH- 4 �-WIDTH--►{ fr WIDTH B.POSITIVE DESIGN LOADS BASED ON WATER TEST ® INSTALLATION,FLANGE-...........8 MAX, r-- 'Lill F- I T r- - u J o PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 / T O ANALYSIS AND GLASS PER ASTM El 300. INSTALLATION,INT.FIN A...........8 1 IF I rs = V W Z1INSTALLATION,INT.FIN 8.......,...9 III o Ov Ei8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY........ = I I =11 I I -.IX-L �U' a d DESIGNED TO RESIST THE WINOLOADS CORRESPONDING EKTRUSK)N PROFILES................10 MAX i J 1 L.- _J apil sa sa;.ay TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST...................................10 ----- INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS -WIDTH { (�-WIDTH-+) FF WIDTH --( (_WIDTH •• •f• •�i • • • •• �'-- t1 7 PRODUCT,THE 1.8 LOAD DURATION FACTOR WAS USED FOR - \ / TABLE 1: f • • `..-.... -- -- T r` -1 F -1 �\ 41Y I Y li THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT • .� i � � T � T T �\ �n NA/'91 _--- COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Type 1 �, 4fi# H �. SHALL MEET THE REQUIREMENTS OF THE FLORIDA N •�`"�'- 4f'I��+(IFlf- , - BUILDING CODE FOR CORROSION RESISTANCE, - i w w w % x x U)f _ No.58705 9)REFERENCES:TEST REPORTS FTL-3835,3850 8 7212; 711 Lem 1 -11 __ __ L � ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI(AFBPA 3 1-1/i6'Laml.IG 3118"T-7118'Air-3118'HS-.0900 PVB-3118'H9 3 1 (- - -V; - NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN ® 4 1-1118'LatrB.Ki 3/18'T-7118'Air•3118'H9-.090"PVB-8/18"H3 3 WIDTH+•; WIDTH-^ $ 7/18"Leml 18'AW.090 86.3118"An WIDTH— }r- r- WIDTH�I �� .Z ,S Ir� MANUAL. 8 T(18"Leml 16 S J!080"170.3118' • • 4 • -- --- r- .-__ T r- - ....F-.._.....-- ��'• TC OF 1��- 7 1-1/18'LamI.IG 8'T-7/ Air-311 -.090'60-3118"A 5 �J I-� ;,Cry"..4 I;v, •'C'''z � 10 THE 720 SERIES USES A PVB INTERLAYER,THE 820 = r2 n ••• '+ _ SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 8 1-1/18'Laml.K3(3116-.T-7l tr- 18' •.090' .31V 5 • O w w I ��i�C)Aln(• MAY ALSO BE REFERRED AS THE 701 SERIES. &'SG'=-KURARAY SEI MPGLA3 NTERLAYfR4 iY KU*RAYAMERI4A,INC.• i x I RARAY BUTACITE•PVB INTERLAYER"SY KURARAY AMERICA,INC. 1 1 1 A.LYNN MILLER,P.E. L E2� P.E.#58705 ••• • • • • or i • • • • • • • • • • • • •• •• • • • •• •• TABLE 2: s -- 7116"LAMINATED 72 78 60 84 92 1 96 100 1 104 10942 GLASS STACK I - a• +180 +1.30 +180 +180 +1.80 +1-80 *I-80 480 +1•80 +/80 32 +/-80--� +1480 +1-80 +l-g0 +I$0 rl-8 +/.80 +/-80 +1483 +/80 +1-80 .090"PVB INTERLAYER 34 +/•BD +1-80 +I.6O +1-80 +180 +1.80 *IA3 +1-79.8 +1.744 3/18"HEAT STRENGTHENED GLASS 38 +1-80 +180 +l-BO +1480 +180 +1-80 +/-79. +/-77.2 +1-75.1 +1-73 4 0-72.2 3116"ANNEALED GLASS- PRODUCT g with d D 38 +/-80 +1-8D +1-80 +1-80 +l +/-781 +/-75.2 +1-725 +1.70.3 +1.68.5 +1-38.3 ascumPtyingwilld�uFbrid4 40 +1-80 +/ 0 M-80 +/•79.8 +1-77.2 +1-74.3 +1-71.3 +1-87.9 +1$5.1 0.83.4 +1-81.8 Ouildmg Code sl•80 +1-77.4 +J-74.3 +/-71.3 +/$8.2 +/ .7 481.8 +1-59.8 +1-58.2 4 (11 Acceptance No(5-'� 19 42 +/- +/$0 irerion Dole 44 +l-80 +i-80 *t-78.9 +1-75.4 +1.72.1 +1.65.9 +/•85.8 */$22 +159.7 +I-57.5 USED AT CURVED q3 +/.80 +l$0 047.2 +1-73.6 +/-70.1 +168.8 +/$3.5 +!$0.3 +1-57.7 FRAME MEMBERS ONLY 29 - 513" I•.--- LONG SIDE 0y 48 +/Bp +!•79.3 H-75.6 +/-71.9 +1$8.3 Cc$i'-718"O.C.MAX. GLASS BITE Mia i ade M(' fro 59 +/-80 +/-77.5 +1.74.7 +1-703 +/.86.7 +1$31 +1.59.7 (33 � 62 +I-7 1 *1-75.8 +laza +188.6 +1.65.7 +/.6t5 `-� -4444- SHORT `� NO CHANGE THIS SHEET +I-73.8 +1.70.5 +1-87.3 +1.83.5 SIDE - +/-72 +188.8 +I-W3 EXTERIOR n DATE:07/01/15 68 +1.74.2 +1.70.3 +/-68.8 (1'"I 20 13 m �r b 60 +/-727 +l-�.7 +1-65ir 62 +1.71.2 +1-87.1 „x, r 84 +/.69.7 +186.5:: �- LONG SIDE -� 8a 4!-683 67.718 +1-87 th Y Q NOTES SHORT �--- ) In =ay 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE - 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ..........._ Q a1� (O N N OD TABLE DIMENSIONS MAY BE 00 M LU N ORIENTED VERTICALLY OR Z z aMa, r HORIZONTALLY AS SHOWN. C9 W o UU XLD o Q LU- 02 co J 'ON Z co O (9 cma TABLE 3: - - o 'Y Window Design Pressure(+N,psf)forGiass Type 3 Z (L z rn O_ N o Laeg Side pn ~ LL 67.7!8 72 76 80 4 88 92 9a 100 104 109-V2 1-1!16"NOM. g W O .�..� 7116"LAMINATED m N 30 +1$0 +180 +1-80 N-g0 +180 0-80 +1-80 +1.80 +/-8) +/8D +180 GLASS STACK GLASS STACK F- 3-2 32 +180 +1-90 +1-80 +I-80 +180 +/-80 +1453 +1-60 +l$0 +/-BD +1-60 3118"HEAT _ I SHORT h_ `�i y 111 faavS 34 +/.80 +!$0 +180 *180 +18(1 +/-gp +/-60 d-80 +/$0 +1-80 +l-BD STRENGTHENED GLASS l'I SIDE ® m Z 36 +1$0 +180 +I-80 +180 +180 +!•60 +1.80 +1.80 +/80 +180 +1480 3116"TEMPERED GLASS 38 0-80 +180. +1-00 +1.80 +180 +1-80 +!. +IAO +/-79.4 N-76.4 +1-74.3 • 3116'ANNEALED GLASS W z 7/16"AIRSPACELU 40 _ +/80 *183 +I-80 +1-80 +I.gU +1.80 +I-Tr +I-78-7 N-73.5 +I-70.9 +109 INTERLAYER LA O aioas 42 +/80 +IAO +IAO +IAO +180 +180 0-77 +1.73.1 +1.69.g x186.9 +I-65.2 11 INTERLAYER Z 44 +/.80 +1$0R,145.4 +1.60 080 +1-77.6 +1-74.1 +l-70.3 +1.67.5 +1.83.9 O S� Z NN 46 +/-80 +1.80 +1-80 +179.2 +/-75.4 +1.71.7 +/$8 1 +185.1 5 LONG o C7 n W z 48 +180 +/-80 +1-80 +1-77.2 +/-733 +/$9.6 +/-BSB USED AT CURVED SIDE w W (n 3 50 +/80 +180 +/-79.4 +/-75.3 071.3 +1.67.5 FRAME MEMBERS ONLY 29 518- U X W dd Q 52 +1.80 +1-80 +1-77. *1.73.5 +/.69.6 @ 11.7/8"O.C.MAX. GLASS BITE LL p to 54 +1080 +1A0 +1-78 +1,71.8 1-3 alto asep aauag 58 +180 +1.80 +1.73.8 _ EXTERIOR `�pI 111/l 58 +1.00 +I-79.4LYC\9y /�80 +1$0 +1.77.6 • • • • • a 22 21 C 3 SHORT 82 +780 +I-76.8 • • • • • • - _ SIDE Q�,•''�1GLNSF A,o 84 H-78.8 +1-74 as +I-z2 ••• •• GLASS TYPE 3 •• - 1A` No.53705 67-718 M-74.9 - _ NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSIOa. .7 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE I`?6GtH4&ovERVf AIME%l(3NS COM:LETELNFRWITHIN. • •• • •• • • •• /1111111�� A.LYNNMILLER,P.E. P.EI/58705 • •• •! • i • •• !• TABLE 4: Window Design Pressure(+l",pst)for Class types 2&4 Long Si (In) 124 128 132 -13-6--r---1-40 144 87-718 72 18 80 84 88 92 98 100 104 109-112 112 116 120 30 +/.80 +/-80 tiAO +1A0 +/-80 0.80 +/•80 +1-80 +f-80 .1-00 +IAO H-80 +I-80 +1.80 0.80 +1.80 +1-80 0-80 +fm 0-8D +I80 +/AO +/-80 +/AO +/AO HAO +I-80 +I.80 +1-611 +1-80 +I-60 tr-BD +1-80 32 0-80 +I-60 +IAO +190 +/AO +/'� +/A0 +/AO +/AO +1.80 +IAO +1.80 +I.80 +1-80 +1-811 +1-80 PRODU(."I'REVISED 34 +1-80 +IAO -1 RU +f-80 +l +!•8D +IAD +/AO 0.80 +I-80 0-BO +IAD tl-8D as cwnldying wish/tN Flmide 38 +/-80 0.80 +1.80 +l +l-&1 +IAO +/-80 +/-BO +I-80 +/-89 +1-80 Ruilding Code 38 +IAO +/AO +14M0 +f-80 t/AD t/-80 +1.80 +/-80 +/-80 +/A9 +1-80 +IAO +/-80 �5-05�.Z(o Aa:cplauce Nu 4O +/AO +IAO +IAO +/-80 +IAO +/-80 +/.80 +1.80 +/AO *I$0 +/-80 +/•80 piral�duct 42 +1.00 +lAO +1-80 0A0 +/-80 +/-80 +/. +/BD +/-80 HAO+1AO 0A0 +/AO N-80 +180 +/.80 +/-8O +fAO +I. tlAO48 +IAO +1-80 +I-80 +/-80 +1.80 +/.8O +1A0 +1A0 +/•80 ,� 48 +1-80 +IAO +IAO +1.80 +/•80 +IAO +/.80 so +140 +/.90 +1Ao +/-90 +/A9 +/-80 +1-e0 NO CHANGE THIS SHEET 52 +1.90 1 +IAO +IAO 1 IAO +1.80 +1.19.1 DATE:071UZ115 64 +(AO 1 0A9 +1-80 +1A0 +1•78.6 m 58 s/AO 1 +I-60 +l-Bo +1-79.1 58 +IAO 1 +r +IAO 80 +IAO +IAO +/•79.3 62 +1.80 +1.99 84 +IAO +IAO 88 *f•80 co Y Q W a ea 87-719 0-BO >_ NOTES: D_ 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. O a c 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. I N ^7150 0 FI 3)FOR ARCHITECTURAL WINDOWS, ND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O j W t4 Z LL n LL ow ::iu700 0 X Ln d _W M WZ�d m0 = Dma TABLE DIMENSIONS MAY BE on> Y Z N o 1- 1/ 16"NOM. O GLASS STACK ORIENTED VERTICALLY OR o 7/18"LAMINATED r Z 0.Z0 LL V1 7/16"LAMINATED GLASS STACK HORIZONTALLY AS SHOWN. v W LONG 0 GLASS STACK NGTHENED GLASS QM 3/18"HEAT STRE .090"PVB INTERLAYER 3116"TEMPERED GLASS 3116'HEAT STRENGTHENED GLASS �- LONG SIDE Q ~ 3/16"HEAT • W 1aay5 STRENGTHENED GLASS 7/18"AIR SPACE .090"PVB INTERLAYER Si z N 3/18"HEAT STRENGTHENED�-S 4 11 SNORT F \\I r 0 W Z 1 5 SIDE < Z �, eloa5 J SHORT LL a USED AT CURVED USED AT CURVED 'I FRAME MEMBERS ONLY 29 5/8" FRAME MEMBERS ONLY 29 5/6" - SIDE O Z 04 04 11-7/8"O.C.MAX. GLASS BITE GLASS BRE (oZ 11-7/8'O.C.MAX. w � � n� 13 0 + 1_g W dd f EXTERIOR }� LONGSIDE ---►' LL EXTEHIOR _ aa!1 �sea seueg 4 (20 13 �) a..: 21 . 13 GLASS TYPE 2 •• ••• • • • iG LASS WE 4 SIDE SIDE SHORT LONG 11 I I I I/I1j • • • • • • •Ti \ \� ( _ . y/�ze , P • • •• • • • • • Qat Flo.56705 ' VF SHORT ,.'W SIDE 7; I / 1 • •• • •• • • •• r11n1`. ••• • ••• • • • A.LYNN MILLER,P.E. P.E.#58705 TABLE 5: Window Design Pressure(+b,peoforGless Type 5 Long Sift fly) 701 6"LAMINATED I� 87.718 72 78 80 84 92 96 100 104 509.12 GLASS STACK I 30 +901425.4 a901-120 +901-515.5 -9--111-5 +901-108.5 +901.106 r -1 4.5 +901-103.5 +901-1D25 +901-100.7 +901.97.9 -,090"SG INTERLAYER 2 +901-158.9 +9--1108 +901.105.3 +901-101.8 +9--98.7 +901.95.7 7801-92.3 +9--90.6 +901-90.3- +1-89.9 +1.89 34 +901-108.9 +90/.103 +901-98.8 +901-96.1 7801-97.8 +/.88.2 r/-84.4 +1-81.5 +140.1 +1.79.8 N-79.4 -3116"ANNEALED GLASS 36 +9--102.8 +901-97.1 +901-928 +/58.9 +1-65.5 +1928 *1.79.7 -1.77.2 +I-75.1 +1-73.4 +1-722 3116'ANNEALED GLASS PRODUCT REVISED 38 +90/-98.4 +901-92.2 +1.867 +/•63.2 +/50.7 -1-781 +1•76.2 +1-72.6 +1-70.3 +198.5 +1-88.3 4 � as complying with the Florida 40 +901-94.8 N-88.2 +1-826 H-79.8 H-77.2 -.1-7T3 +1-71.3 -T-ITT.4 +-85.i +1-83.4 +1-87.8 11 Building Code 42 *901-91.3 +/-847 +/•80.7 +- -4 +1-74.3 +1-713 +/96.2 +154.7 +181.6 +1-59.8 +1-`�2 USED AT CURVED Acaplancc Na N +1983 +1.82.4 +/-78.9 +1-75.4 +1,72.1 +158.9 +/-65.6 +1822 +/59.7 +1.57.5 FRAME MEMBERS ONLY 29 518" - pirmi Dale 46 +1-854 +1.80.8 +/-77.2 +1-73.6 -/-70.1 +158.8 +193-5 -1-00.3 +157.7 (4111.718"O.C.MAX. GLASS BITE I+- LONG SIDE Ry 48 +1-82.7 +1-19.3 +/-75.e +/-71.9 +148.3 +/•84.9 x/91.5 +/-582 Mia DadePradue4 0 +_ +/-70.3 1-3 r 50 +15Q9 al•71.5 174.1 N52 +1-79.1 +1-75.8 +1x24 +159.6 +/95.1 .r 1. EXTERIORSHORT ¢ NO CHANGE THIS SHEET 54 +1-7.4 -1-7.8 +/-70.5 +1.67.3 +183.5 SIDE 56 +1-75B -1.72 +1486 +155.3 20 13 a D E:07101J15 58 -1-74.2 +1.70.3 '/-88.6 � m Bo -1.727 +146.7 +195 GLASS TYPE 5 62 +1.71.2 +147.1 > 64 +1-697 +155.5. Imo. - LONG SIDE 86 +1963 67-7/6 +1.67 NOTES: SHORT 7j - a c/) -neo 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE >'/ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. + It 4 N 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. J_ 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS DO NOT USE NTH FIN-FRAMED WINDOWS. � 10 t�N co TABLE DIMENSIONS MAY BE OJ 9 W -' M1 ORIENTED VERTICALLY OR Z LL cq LL 8 z ono 0 0 HORIZONTALLY AS SHOWN. co W L)U_ X N oN Z TABLEC W W m O 0 DAG Window Design Pressure(+IL,psf)forGisss Type 7 �✓ O d Z Long swa(m) z a Z °' V) LL W O 67-7/8 72 76 80 84 8 92 96 100 104 104-112 1-1116"NOM. Q 30 +901-130 •901-130 7801-130 +9--528 +901-122.8 +901-119.8 +901.1181 -901-117 +901-115.8 ref-112.7 +90'-109.9 GLASS STACK --lr--,�I - 7/16"LAMINATED Q 32 +90/_13 +901-125.1 +901.118.9 +901.114.8 +801-111.5 r9D1-106.1 +901.104.3 ;9--•102.4 +901.102 -901-101.4 +901-99.7 l r- - GLASS STACK W 34 +90/-123.1 +9-•1184 ;901.111.7 +9-•107.5 +901-103.8 +901-99.7 *9D/-95.3 +90[.92.1 +9--90.5 +I-90 +/-�.8 SHORT i Z Of Iaa45 36 +90!-116 +9-•109.8 7901-104.8 +901-100.5 +g-•98.6 +9--93.3 +/-90 +1-87.3 +154.9 +/.82.3 +1.81.2 3/16"TEMPERED GLASS ` \ 3/16'ANNEALED GLASS SIDE ® z 0 0 38 +901.111.2 +901-104.2 ;9--919 _+901-94 +9-•91.1 H-B8.2 +1-84.9 +191.9 +1-79.4 +1-76.4 +1.74.3 3/18'ANNEALED GLASS ��"" 5. c 40 +90[-106.9 r9--99.8 +9-9&4 -9--90.1 -1-87.2 +/-84 +l-0. -1-787 +1.73.5 +/-70.9 +199 7118"AIR SPACE- ,090"SG INTERLAYER T € O co _ A2 +901-103.2 +9--95.7 +9-91.2 +197.4 +154 +(•BQB +L-7T +I-73.1 +/.no +1.88.9 +185.2 I Q z alo>g 44 +901 +901-63.1 -159.1 +155.2 +1-81.4 +1.77.8 -1.74.1 +l-TQ3 +167.5 +/-03.9 _ 11 Z 48 +901.96.5 +901-91.3 +757.2 */53.2 +1.79.2 sl-754 ;l-71.7 +/8Q 1 +145.1 C5 O Z N N 48 +9-93.5 +/-�.0 +155.4 +151.2 +1-77.2 +/-73.3 -149.6 +/-65.8 \ LONG ul O h a0 USED AT CURVED SIDE W �� R64 +9--91.4 -157.6 -143.7 +1-79.4 +1-75.3 r/-1.3 +197.5 5/6' +177 7 -1-73.5 N 89.6 FRAME MEMBERS ONLY 29 O x W D.lL p +159.4 +i-66.5 +151.811.7/8"O.C.MAX, GLASS BITE LL d rn +/ +! .4 -/•J9. +I-6 +1•75.6+/.856 +1514 +1-77.5 -/-73.8 13IL*/•838 *1.79.4 r1-75.4 EXTERIOR �t\ [1/+1821 +1-77.8 +/-73.5 • ••• /L 22 P1 _ 13 I SHORT �� "j LYNN• • • • • • • fir' U�,...-.. /(+/80.4 +1.76.8 SIDE � i� .- � . (+/788 +1-74 GLASS TYPE 7+1-77.2 67.7/8 +1.749 Idn.56705 NOTES: - 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION To DETERMINE THE BUCKDIMENSION. _- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, U 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE(�BOVF CH THE OV�RAL�DI�€NSIONS COMPLETELY�T�L.FIT WITHIN. �S 7'R''"S Lel 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE�fITFj f IN- IED WIN • • • • ;Q STATE P 00 ••• • ••• • • • A.M MILLER,P.E. P.E p 68706 ••• • • • ••• • • TABLE 7: -_ Window Design Pressure(+/.,pal)for Glass Types 6&8 Lag Side(in) 6-718 72 78 80 84 86 92 98 100 104 109.112 112 178 120 124 126 132 138 140 144 30 +901.130 +9W-130 +90/.130 +901.130 +901.130 +WAX f90/-130 +901-530 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +90!-730 +901-130 +901.130 +g--130 +901-130 +901-130 32 +901-130 +9--130 +901.130 +901.130 +901.130 +901-130 +9--130 «901-130 +9--130 +901-130 +9--130 +90"-130 +M.130 +901-130 +90/-130 +9--73D +901.130 +901-130 +901-130 34 +901-13D .901.1 +901.130 +901.130 +90/-130 +901-130 +9 430 +901-130 4-001-730 +901-130 -130 +901-130 +9-•130 +901.130 +901.130 +9--130 r9-•130 PRODUCTREVISED 36 +9--13D +9W-13D +9W-130 +901-130 +901.130 +90/-130 +9W-130 +901-130 r9 .130 +901-1 +9--130 +901.130 +90!•130 .9W-130 +901-130 *901-130 Bsildmii ingwidlthoFbrWa Bsilaing c°ae 16-4 5Z8.?I{o 36 +906130 +901-13D +907-130 +901-130 +901.130 4- .i +9W130 +9W130 +901-130 +9--130 +901-130 +9-130 +901.129.2 +901-127.3 AccePle"ce ND 40 +9--130 +9--130 W-130 +9W-i30 +9-.130 +9-•130 +9_01 30 +9W1 ,9-•130 +9W-128.8 +9W-123.2 +9W422 Ex ira�i�,D&� J'q42 +9--130 +9W-13D +9W-130 +9-•130 +9-•130 +9-•130 f9W-130 +9-•129.3 +9--123.244 +9--130 +9-•13D +9D/-130 +901.13D f90/-130 +9--130 +9W-130 +96'•124.5 +9-•119.4 +9-•715 48 +9--130 +9-•13D +9--13D +9W-13D +9--130 +90/-130 +9--126.9 +9--120.5 +9--175.3 v 48 +9--130 +901.130 +901-130 +907-13D +901-130 +9--129.7 +901-1 +9-.116 5 c 60 +901-130 +g--130 +901-130 +9W-130 +9W-130 +9--126.2+89 M•119. NO CHANGE THIS SHEET t 52 +901-1 +91111A 30 +901-130 +901-131 +9--13D +8681-123 Q DATE:07 2/15 rn 54 +9W-13D +9--130 +901-130 +9-•13D +86.81.127.1 m 58 +9W-130 +9--1:0 +9W-130 +89.41.129 58 +9--130 +9W13D +9-•130 U 60 +9-•130 +M-130 +89.81-179. 82 +906130 f9--730 � 84 +9W-730 +9W-130 +9-130 M Q 87-718 +9-730 '< NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 7'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. O O 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. }N n q O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. (OS cV 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS DO NOT USE WITH FIN-FRAMED WINDOWS. 0_j �7 o Z n Z LL 0 LL m W C)U_ X LLJI-Z 03 O (D ONO TABLE DIMENSIONS MAY BE o) Yd Z o ORIENTED VERTICALLY OR o (D O t-1/t6'NOM. HORIZONTALLY AS SHOWN. Z R Z W 0 7116'LAMINATED GLASS STACK 7;76"LAMINATED LONG GLASS STACK I GLASS STACK SIDE I. N -3116'HEAT STRENGTHENED GLASS �— LONG SIDE I. LU e OW SSG INTERLAYER 3116'TEMPERED GLASS-_ _3116'HEAT STRENGTHENED GLASS -�� ® Z ir 1 STRENGTHENED GLASS 7116"AIRSPACE —.090'•SG INTERLAYER SHORT 3/ifr HEAT \ 3/16"HEAT STRENGTHENED GLASS SIDE b/ O W Z 1 11 O SHORT I_ z C4 11 �__ .__..._—_______ SIDE 0 a o0 USED AT CURVED k 0 Z USED AT CURVED FRAME MEMBERS ONLY (29 518" FRAME MEMBERS ONLY 29 518' W 11-7/8"O.C.MAX- GLASS BITE @ 11-7/6'O.C.MAX. GLASS BITE -1 Q a a 1-3 T h-- LONG SIDE ---j T 7-9 ( I enl� �s°o Beu>s EXTERIOR �f EXTERIOR 13 SHORT LONG \tttt111171/17 (� 2D 13 ••• ••: • • •21• ••• SIDE SIDE \`� NY LYNN r GLASS TYPE 8 • • •• • • GLASSTYPE 8 17ceNsF F� •• ••• •• • • • •• �= : No.56705 —I SHORT I ,'V --1 SIDE 1— �'�)••. 7 �J 1d/� • • • • • • • • • i <O TC()RIDI`. N- • • • • • • • SSS"' �0 ' NAL ••• • ••• • A.LYNN• • YNNMI 1`LER` IL ,P.E. P.E1158705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B INSTALLATION _ -- EMBEDMENT 1X WOOD BUCKSTRIP TYPE A —__ �.._ 1f4•MAX BEE NOTE 2,THIS SHEET EMBEDMENT SHIM T - TYP.ANCHOR TYPE,EMBEDMENT AND 3 EDGE PRODUCjqREV ith he EDGE DISTANCE PER SUBSTRATE, = as'.an 81Y'"8�^��e P � b _ DISTANCE Boldin Cade EDGE - ....0 SEE TABLE 8,THIS SHEET ` pctt rce Na t5'O •�'� ___.......- DISTANCE lIL ire�i'nDeb t9 -,T1/4'MAX ` - 'I I SHIM 1 By / y 12 ede P(oducl 4 TYP.ANCHOR TYPE, -- EMBEDMENTANDEDGE - -- --_-- a 11) DISTANCE PER SUBSTRATE, . — _ , } •• NO CHANGE THIS SHEET J ATE:07/02115 SEE TABLE 8,THIS SHEET USED AT CURVED J EXTERIOR 29 FRAME MEMBERS ONLY A, ' 11.718'O.C.MAX. 4 11 , CONCRETE/CMU PERANCHOR I—� VISIBLE LIGHT WIDTH= •.�. rc REQUIREMENT F� WINDOW BUCK WIDTH-2-314' WINDOW BUCK WIDTH CONCRETE/CMU M d WINDOWEXTERIOR — TIP-TO-TIP WINDOW WIDTH PER ANCHOR a .6 BUCK REQUIREMENT Of 0 HEIGHT 1/4^MAX.SHIM �{ HORIZONTAL SECTION A-A n �, alaa p N TIP-TO-TIP I J N LU O WINDOW - #12 STEEL OLL N g Z u b 0 HEIGHT VISIBLE SELF-DRILLING SMS Z (o LL m J LIGHT (G5).SEE TABLE 8, TABLE B uj - WQ e HEIGHT= WINDOW THIS SHEET tt » ! r :�3 ,,g}`.,,: „. .. ..a .r3 ill Z O 7 'oN BUCK MnuthemAluminum, fro(S 1n.55) - 1.01' � 12 ~o W m O U aMa HEIGHT' INSTALLATION #12 or#14410 SS Sc ew Ah1m1 Am88T5 min. 38' 0.983•• Ir z Qa Oz 0- 2-3W ""- METHOD D Steel Stud Gr.33 m{n, 8 0.045 1e Ga 12• QQ O INSTALLATION ANCHOR P.T.Soulhem Pine(SG=0.55) 0118• 1-318' 12• J (D UNDERNEATH THE Aluminum,808375 min. 316' 0.063•• 121 Z BEADING #12 or#14 Steel Screw(G5) Q O EXTERIOR A3881ee1 3/8' 0.083"• 12" I„ys Steel Stud,Gr.33 min. 318' 0.045'(16 G•' 1r ® Z Urgm ted CMU,(ASTM C-90) 2 1 r 1 1M 12 — J W CIS, 114 410 85 CmleFlexF•- MIAMI-DADE APPROVED MULLION Concrete(min.3.35 keq 1 1 314 12* F Z 21 (SEE SEPERATE NOA),ALUMINUM, Q 8� STEEL FRAMING OR STEEL STUD. li a � _ 71 Z Z along SEE SUBSTRATE PROPERTIES, �� __ - - a ,.; O ?� W R 5 TABLE B,THIS SHEETS: r/r y Z 1 W op 114'MAX SHIM Calcmte In.35 ke1 5116'Steel Ultrecon O X_ g d Q. CMU ASTM G00 2-117 1-314 tr e 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL .t ° sl)!1 asap seuag .. 4 WOOD BUCKSTRIP, E NOTE 2,THIS SHEETuviv x 111 1 1 1 f I 1 1 j 3 f' • • • • • • • • • \ okV _ RE PER • • • EMBEDMENT ANCHOR • • • •• • • *N__v---sfALORAOIN N01ES: • 1 USE&L?AN&tRS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.50105 II EDGE• - - 2•WOOD BUCKS DEPICTED ON THIS SHEET AS'1 X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112•.1X WOOD BUCKS ARE A f INSTALLATION t� TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD 13UCKS DEPICTED AS"2X"ARE 1-1/2'THICK OR GREATER. ) �7 L(j DISTANCE AND EDGE S}ANCEIP" • 1M5*ALLATIONffO THEOWDSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING ( ST\T TYPES SUBSTRATEJEE•TABLA•8,THIS SI rro JDRISOICTION. • • VERTICAL SECTION B-B •• • r,'.F<oRlo�.• • •• • 41PR A*1T1tHt=NT 1:j1ETAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. � C)NA•'- 4 IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LY.111 I IMILLER,rIir1NN \ P.E. P.E.#58705 • •• •• 0.0 • • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F EMBEDMENT DISTANCE NOTE 2,THIS SHEET 1X TE 2.THIS SHEET EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION �— 114.MAX TYPE E EMBEDMENT L ~� TYP.ANCHOR TYPE.EMBEDMENT AND = 0 SHIM _ ESE DISTANCE PER SUBSTRATE, _ EDGE PRODUCTREVISED 6 SEE TABLE B,THIS SHEET •° DISTANCE aacwtplyingwithdieFlorlde EDGE SuRdin8 Code DISTANCE AcccplaoceNo Ism .2q 1,1jL .ti o on Dr41/4'MAX C2 Q SHIM _ L9y It'ti Dede Product 4 TYP.ANCHOR TYPE, ` EMBEDMENT AND EDGE - _ °• a NO CHANGE THIS SHEET 11 DISTANCE PER SUBSTRATE, •, 11 n ATE:07/02/15 SEE TABLE 9,THIS SHEET EXTERIOR m USED RAMEM MEMBERS 4 1� EXT 29 FRAME MEMBERS ONLY •.. `� _ VISIBLE LIGHT WIDTH- 5) a CONCRETE/CMU � WINDOW BUCK WIDTH-2-3/4" PER ANCHOR WINDOW BUCK WIDTH REQUIREMENT C CONCRETElCNiU � a y ^Q WINDOW PER ANCHOR BUCK HORIZONTAL SECTION C-C REQUIREMENT HEIGHT 114"MAX.SHIM -� - - 0 >� n �1no O q12 STEEL O A A w N SELF-DRILLING SMS I oo Z 0 r VISIBLE (G5),SEE TABLE 9, Z LL rn LL f0 mora p THIS SHEET TABLE 9: _ u LIGHT ` Min.Edge Mex O.C. U U X HEIGHT= Anchor SubeUala Min.Embedment Distance Spacing W— Q� � � •nut WINDOW P..Bo m Pine(SO-0.56) 9l - 1""ZZ1 m O v 0 0M0 BUCKHEIGHT- 012 or 014 410 S8 Sorow Aluminum,808375 min. •063' 2" p" a Z ZO p 2.314^ INSTALLATION A SteM are' 0.063 1r TYPE H Steel Stw Or.33 rntn. 318' 0.042- 18 Ge 12' v f Z LL P.T.Southam Pine SG-0.55) 9118" 1-316' 12" O O EXTERIOR #12 or#14 Steel Screw(G5) NlumMum,6063-T5 Nn. 318' O.oe3'• tr F A38 Steel 316' 0.063"• 12" Sirej Stud Or 33 min. 3/8' 0.045' 18 Ge IT I UnOrouted CMU,(ASTM C-90) 2-1/2' 1-114' 12" u F- MIAMI-DADE APPROVED MULLION tl4'410 88 CreleFlex �) F 21 (SEE SEPERATE NDA),ALUMINUM, Concrete(min.3.35 keD 1' 1-3/4' 12" _ Z Z STEEL FRAMING OR STEEL STUD. Concrete(min.2.83 kel 1' 1-314' 12" Q 8 w ale°S 6 Conorele(min.2.BS kap 2-1lY 1118' 12- SEE SUBSTRATE PROPERTIES, 114"Steel Ullraeon Un9routed CMU, A9TM C�0) 2.112- 1-114' 12' O -11 0 TABLE 9,TNIS SHEET a N lQ] 5 Grouted CMU,ASTM C-90 2-1fY 1-314• 12' � O 4 I.00 x114"MAX SHIM Conorde(min.3.5 k91) 1.114' 1-314' 12' W W —yL 5118'Steel U6racon U Grouted CMU ASTM G90 2.112 1374' 12' X O a d ..._-..-.___—.- ._. \ LL 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. W - al7!1 -sad F.— IX WOOD BUCKSTRIP, SEE NOTE 2,TMI5 SH#F•T• • e • • • •• CNV LYNN • •• • • • • • \ LtCFNs F • CONCRE•Tt PER •• • • • T F '•,P EMBEDMENT •+ ANCHOR • • • • •INtTAjtbWN&S: No.587(),q REOUMfdENT••• •• • • • •• _ - 1 ' •< 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS INSTALLATION • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN t-1/2'.1X WOOD BUCKS ARE O EDGE TYP.ANCH TYP , BEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS V3C ARE 1-1/2'THICK OR GREATER. �,� •/��TYNE F �— DlsraNCE Q[t IQ �> sT re or AND ED 3sTA I R ••!! •fidSTALLAT O 11 SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING �'�C�`, <pR1oP .•'`(_!✓ SUBSTRATE,SEE TALE 9,THI EET URISDIC N tt ••..- VERTICAL SECTION D-D • • **,,FOR ATT*ACI+MENT METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. S'(�Nr�l \� _ �JG ;Hill ' 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.EA 68705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEEINSTALLATION. INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2.71-115 IS SHEET TYPE _ TYPE K SEE TABLE 10,THIS SHEET .- ---- EDGE -` - EDGE DISTANCE 114"MAX EDGE DISTANCE --+►� INSTALLATION ! C. DISTANCE r SHIM TYPE I \- ..--- n 2X WOOD BUCKSTRIP O PRODUCT 1:LVISED _ U ying with the Flmide 2X WOOD BUCKSTRIP OR FRAMING,SEE- us compl OR FRAMING,SEE B ulding Code - NOTE 2,THIS SHEET NOTE 2,THIS SHEET ISOr� Acceptance No irotdon Date 1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, BY 4 B SEE TABLE 10,THIS SHEET M' Dade Frodoetcowmo) EMBEDMENT 3 EMBEDMENT p NO CHANG THIS SHEET 11 m 15 USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY - 11-718"O.C.MAX. K 11 - EXTERIOR WINDOW 4 11 5 V a 3 'nea BUCK _ VISIBLE LIGHT WIDTH= tr 4 O D HEIGHT WINDOW BUCK WIDTH-2-314 (p o 1/4"MAX.SHIM WINDOW BUCK WIDTH - (}9 N r- e(7�op 0 M M W N VISIBLE INSTALLATION HORIZONTAL SECTION E-E Z to LJl- to w HEIGHT= TYPE L cry L) xUf d j z o WINDOW dl O O r BUCK H10 STEEL1 ! Z HEIGHT- SELF-DRILLING SMS 0-Z2.314" (G5),SEE TABLE 10, LL THIS SHEET TABLE 10: Min.Edge Max.O.C.Anchor Subatrete Distance S ting m F- x. Box Nal P.T.Southam Pne 3G 0.55 5/16" 6" ® W 2-1/2'x.131"Common Nal P.T.Southern Pince(SG= 0,b5) 318" " O 0) 2-1/2"x.145"RooA Nail P.T.Southem Pine SG=0.55 318" 5" Fx- 0 g Z 21) P.T.Southam Pine SG-0,55 1l2" 5" 6) 2X WOOD BUCKSTRIP EXTERIOR 0.093"Aluminum 6083-T5 min. 5/16 5" a Z ala --OR FRAMING,SEE (t #10 x 1'31ee1 Screw• 1/16"A38 31eei 5/18' 5' O `'S ~ CI N N NOTE 2,THIS SHEET V 0.045" 18 Ga Steed Stud Gr.33 1 5/18" 5" o z 5 I °Q �1/4"MAX SHIM MIAMI-DADE APPROVED MULLION MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. U X Z a a (SEE SEPERATE NOA),ALUMINUM, STEEL FRAMING OR STEEL STUD. LL LL ---- SEE SUBSTRATE PROPERTIES, INSTALLATION •• ••T6AB'f10•THISMEET• • •• rlrrrrrr • • • • • • • • • �` Y LYNN ori TYPE J �� D • •• • • s • • 01 Afi ' EDGE DISTANC€• •• • • • t ••• • �1`�.•'�tCENSF �l�� • • • • j";LLw';NOTES' i s• ..• •• --Y-Ti•— TYP.ANCHOR TYPE,EMBEDMENT fr No.58705 (+— EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ , �.AND EDGE DISTANCE PER t� SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/7.1X WOOD BUCKS ARE ld • ••• • OA174ONAL IF LWIT CM40F&INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"ZX"ARE 1-12"THICK OR GREATER. .•, �S _-it/ IWTALLATION TO THE DUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING (�, 5TA(E O! VERTICAL SECTION F-F •• ••• Jt isoicT10`4. 6 a \ • • • •• • �\ ••• • ••• 3y�aR ATTALIM�A NT'Iti�IETAU THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. fl,1111100, �,1�', 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A,LYNN MILLER P.E. P.E.B 58705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION r____-- EMBEDMENT �..II �— DISTANCE NOTE 2,THIS SHEET ---- INSTALLATION TYPE M FOR THIS wsTALLATIO TYPE N _... EMBEDMENT METHOD ONLY -• r 'FOR THIS INSTALLATION _ -- 1/4"MAX ANCHORS MAY BE NO , METHOD ONLY, �� SHIM 0 MORE THAN 6"O.C, ANCHORS MAY BE NO EMBEDMENT 1 X WOOD BUCKSTRIP,SEEPRODI ICT REVISED 2X WOOD BUCKSTRIP •MORE THAN 6°O-C. ..... I 1 NOTE 2,THIS SHEET ", N c plyins with the Ffmda _. _T 1 - -OR FRAMING,SEE Building Cede NOTE 2,THIS SHEET ° Accepranx Nu I • 1!4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND ,, '. .piration Date ) 3 SHIM EDGE DISTANCE PER SUBSTRATE, ---- - BY 4 TYP.ANCHOR TYPE, SEE TABLE 11,THIS SHEET ° Mia ucl Control EMBEDMENT AND EDGE --DISTANCE PER SUBSTRATE. / a NO CHANGE THIS SHEET 11 SEE TABLE 11,THIS SHEET 3 ° DATE:07/02/15 USED AT CURVED EDGE _..... O '•°, EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE EDGE 11-7/8"Q.C.MAX. •' h DISTANCE �CRETFJCMU PER ANCHOR c'1 — -Q REQUIREMENT q 11 ------- CONCRETEICMU W 2 .,,,a WINDOW I S PER ANCHOR (� BUCK f� VISIBLE LIGHT WIDTH= REQUIREMENT HEIGHT 1/4"MAX.SHIM —�{ 1'"'�� WINDOW BUCK WIDTH-2-314" — p � 0 o WINDOW BUCK WIDTH EXTERIOR } I, aloe O N °I _j w - o VISIBLE HORIZONTAL SECTION G-G L a J 8 a:on a LIGHT INSTALLATION TYPE O =lu to e to w HEIGHT= FOR THIS iNSTALLA71ON U U X LO L, METHOD ONLY, TABLE 11: lL Z O 0 7oN BUCK 'ANCHORS MAYBE NO Min.Edge Max.O.C. o U! m O U onto HEIGHT- •MORE THAN 6"0-C. Antler Substrate Distance Mm.Embedment spacing G} Q O � O O 2-3M' P.T.Soulhem Plna G-0.55 Brie° 1378' 6" Z a Z �. UL #12 or#14 410 3S Screw Aluminum,5053-T5 min. 3/8' 0.063"' 61 g O #12 STEEL A36 Steel 318" 0.063' 6" J 0 SELF-DRILLING SMS ----------- Steel Stud Gr.33 min. 31W 0.045" 18 Ga' 6" Q (G5),SEE TABLE 10, P.T.Southern Pine SG=0.55 9116" 1318' 6" I"4s THIS SHEET AWmlm1m,6110-T5min. ale" 0.053°' S" ® z Z #12or#14SteelScrew(G5) — O A36 Steel 9l8" 0.083" 8' 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gr.33 min. 3/8" 0.046' 18 Ga• 6" 30 Z EMBEDMENT AND EDGE U routed CMU 7M 2-1/Y i-IN" IF 0 6 1/4"410 SS CretePlex Z DISTANCE PER SUBSTRATE, Concrete(min.3.35 kel) 1" 1-314° 1Y 00 SEE TABLE 11,THIS SHEET Concrete min.2.85 Nei 1" 1-3/4" 1Y F 3 tR n i`J 5 MIAMI-DADE APPROVED MULLION Concrete min.2.06 kel 2-t/Y 1-318° tY m O Z `Y �1l4"MAX SHIM w (SEE SEPERATE NDA).ALUMINUM, Y4"Steel Utrecon routed CMU,ASTM C-90 2-1/2" 1.114" 1Y U �( Z a 6- STEEL FRAMING OR STEEL STUD, Grouted CMU ASTM C-9D 2-1/Y 1314" tY SEE SUBSTRATE PROPERTIES, Concrete m9n.3.5 kat 1-1M" 1.314" 1Y LL �as eaves TABLE 11,THIS SHEET 5H6"Stem Ultrecon GrOulad CMU ASTM C-90 2-1/Y 13l4' tY INSTALLATION _ 1X WOOD BUC IP MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. TYPE N � •••• • • • • • •• Y L)'NI;I ' i -� —� SEE NOTE 2,jH133HEET• • ! • • • • -w ,...... • • •• • • • • • \1�Y\G� CEN qli� / • •• • • ;C • • ! • isT/L.L�A�161�NOT � i EMBEDMENT •• ••• •• • • • 1.USE ONLY ANCMO?2S LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS. SL i05 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE U �• OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE,WOOD BUCKS DEPICTED AS"2X"ARE 1-10 THICK OR GREATER. EDGE • ••• • IA ALLATION TIO THERASSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING �,�.'•- S fA Of: DISTANCE 0 • a • JUJISDICTIOI� • • %F�>;•F<OFIUP..•'_+�� •• •• • •• 3.4 ATTA$M�1T TOTAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H ••• • ••• • • "I'"' 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • e ASSEMBLY DETAILS FOR ASSEMBLY DETAILS f FLANGE&EQUAL-LEG FRAMES001 FOR FIN FRAMES PRODUCTREVISED rn cwnplying with the Florida Building Cod- A1=15 ode CC • AcmFtnuxNn(:1' Al- ANGLEDICURVED L tiwr Dale ANGLED/CURVED.. j 19 FRAMEASSEMBLY FRAME ASSEMBLY By 90"CORNER 90°CORNER Miam' de Produce Con roe FRAME ASSEMBLY I FRAME ASSEMBLY CHANGE THIS SHEET Cv� \ 1 �� -� 41 DATE:07/02/15 Z to 10 ALL CORNERS TO I j� / c, ALL CORNERS TO / USE GASKET USE GASKET AND/O SEALANT ANO/OR SEALANT b /� >`—EQUAL-LEG FRAME � ?� 'tea FLANGE FRAME - o }ti N ejop O 00 ECx1AL-LEG FRAME MITERED FRAME WITH 94TERIOR MITERED FRAME WITH INTERIOR t�dNd•• N 0 4' a AND EXTERIOR FRAME WELDS i _ _AND EXTERIOR FRAME WELDS O rN W N FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT JO J N J O Z �e l; 30 SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS Z LL rO al. t� W uxorp p 30 UU pX� o O w Da O C7 w p4io t,> O Z Z o 2.784" 2.784" 2.784" Z a Z 0O LL .094^ -�Ilf� _ _ .094" .-...l t�.� .D14" --►IEf� Q U O J p TABLE 12: .074' .062" .D74" .062" .074" 062' Z Item 1.375"�.., 1.375" rPi N I"�1S PGTPait# DeacMption Material 1.875" 7 ® Z # ff-. 500" .43g' _+._.5D0" 438" 1 0 !A 7 42690 Flanged Frame Alum.8083Tb 1.000" o ` T o5o i0D0° O 0) z2 4285 Equal-leg Frame Alum.606375 . o5D" I -��{�- Z I "IS 3 4256 Integral Fin Frame Alum.608376 O FLANGE FRAME EQUAL-LEG FRAME L1z5• Z 077" 3 p N 4 4255 7/18"Laml.Glass Bearing Alum,6063T6 #4253C,6063-T5 2 #4285,6063-T5 i— �V o� w uW! g 6 4264 I.G.Glass Seedling Alum.806&75 3 FIN FRAME X O� as 6e 4270 1 Installation Fastener Corer Alum.608376 #4256,6063-T5 alta asap s„a5 6b 4224 Installation Fastener Colder Rigid PVC .34s" tIW rrr 10 706890 Gasket(at 90°caner jdnts) Polyethylene •• ••• • • •� { 0970 f i• 1037^ �-+ Q(�y LYNN;r� • • •�• -• • I . A 11 TP247/13_Vinyl 9ulbtNeethantrip Flex PVC,Duro,.65+/- • •• • • • • • 875" p�,•' LIc[NSF.�lF • •• -• •.B7S' • ••• • - •.'P 13 Dow 899,GE 7700 Silicone a Equiv. • • • • • • • • i " ' • ••• •• • • • - 050" No.58705 20 71062K Setting Block,Mono.3118"x 7116"x 4" Neoprene,Duro.85+/- �L�- �� ' 050^ 21 71704AK Selling Block,I.G.3116'x 1-Y32'x 4" Neoprene,Duro.85+/-1 INSTALLATION V u = 7116"LAM] I.G.GLASS 22 DURAK718 7/18"Dura3eal Spacer OFASTENER COVER �S ••• SBE ING •• 5 BEADING 6a ;n�'•• SrATL p 44) 29 #8 x 1-114"FH SMS Stainless Stem • • •4 41'.4255,60634f5 • #4254,6003-T5 #4270,6063 T5 ';cs - ZORIOP•.•' \�C 30 781PDX #8 x 1"Quad PH SMS Stainless St • •• i • i i i SvC)NAI_Lr'C^ • •a • •• • • •• rrrrrr 1-it ' ••• ! ••• • t • A.LYNt1 MILLER,P.E. P.E.#58705 • •• •• • L • •• is DRAWN ON: REVISED ON: f 09/24/24 10/19/15 e CONTENT: WINDOWS/DOORS REPL. 4 _ �SHEET SCOPE OF WORK GENERAL DOTES OD I BATH I g* EGRESS *-ALUMINUM OUTSW.FRENCH DOOR-IMPACT RESISTANT. *-ONE STORY STRUCTURE( 15'MEAN ROOF HEIGHT).( I BEDROOM BY SIW IMPACT WINDOWS. ACCEPTANCE#: 14-0305.08 *-EXPOSURE C. BEDROOM I- -I ♦ALUMINUM HORIZ-ROLLER WINDOW-IMPACT RESISTANT. *-BUILDING RISK CATEGORY II BY PGT INDUSTRIES. 00 ACCEPTANCE#: 15-0519.09 s-175 M.P.H.WIND VELOCITY. M OCT 2 `l. 2015 I }- - - - - - - w M I *-ALUMINUM FIXED WINDOW-IMPACT RESISTANT. 0 co W-K.D.=0.85 BY PGT INDUSTRIES. ZN Q tV - - I ACCEPTANCE#: 15-0528.26 •-FBC 2014. QW 0 I 0 BEDROOM *-ASCE 7-10 WIND CODE. W O_j O BATH I I O EGRESS Or C I I -BASED ON TRIBUTARY AREA AS SHOWN. N Z - - - --- J LLI - *-CONTRACTOR TO VERIFY DIMENSIONS. J M a N EGRESS REQUIREMENTS. Z Q (q� MINIMUM CLEAR WIDTH.'20" MINIMUM CLEAR HEIGHT'24'; EXISTING DADE COUNTY APPROVED, LIVING/DINING ROOM MINIMUM CLEAR OPEN/NG:5.0 SQ.FT. IMPACT RESISTANT DOOR&SIDELITES, TO REMAIN. MAXIMUM SILL HEIGHT:44"(from finished floor). FOYER O EXISTING DADE COUNTY APPROVED, U � a - - - - - -I SOLID GARAGE DOOR, Z z O TO REMAIN. v Lu Lu �y.,. Z I WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.Ft.= 22.48 z m - - - - - ° o TRIB. PO&PRESSURE NEG.PRESSURE ` - - MARK DESCRIPTION WIDTH HEIGHT ZONE I N.O.A. � �AREA P.S.F. P.S.F. , i IKITCHEN I I \ i FRENCH DOOR IMP. 39.000 83.000 22.48 37.95 -41.34 INT (4) 14-0305.08 VLu N = W (� GARAGE Lu ra I WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.Ft= 210.94lo •�y I -- - TRIB. POS.PRESSURE NEG.PRESSURE 3 MARK DESCRIPTION WIDTH HEIGHT ZONE N.O.A. g AREA P.S.F. P.S.F. N W N s E* A FIXED IMP. 53.000 63.000 23.19 37.87 -41.26 INT (4) 15-0528.26 B HORIZ-ROLLER IMP. 53.000 50.000 9.20 40.06 -43.45 INT (4) 15-0519.09 - '-m-- -- f B* HORIZ-ROLLER IMP. 53.000 50.000 9.20 40.06 -53.64 END (5) 15-0519.09 ' I : EXI ING SOLID DOOR,PROTECTED EXISTING� WINDOW,PROTECTED C HORIZ-ROLLER IMP. 37.000 26.000 3.34 40.06 -43.45 INT (4) 15-0519.09 WIT DADE COUNTY APPROVED WITH DADE COUNTY APPROVED D HORIZ-ROLLER IMP. 74.000 38.000 9.76 40.06 -53.64 END 5 15-0519.09 C, PA ELS SHUTTER, PANELS SHUTTER, ( ) I } TO EMAIN. TO REMAIN. E HORIZ-ROLLER IMP. 37.000 38.000 4.88 40.06 -43.45 INT (4) 15-0519.09 E* HORIZ-ROLLER IMP. 37.000 38.000 1 4.88 40.06 -53.64 END (5) 15-0519.09 1 I ) F HORIZ-ROLLER IMP. 1 74.000 63.000 16.19 38.80 -51.13 1 END (5) 15-0519.09 FL R PLAN L G HORIZ-ROLLER IMP. 1 37.000 50.000 1 6.42 40.06 1 -43.45 1 INT (4) 15-0519.09 SCALE: 1/8"= I' z,' -ICE r SCALE: 01 : SHOWN EGRESS B* OCT 1 3 m5 ( coNrENr:7 WINDOWS/DOORS REPL. - t SHEET SCOPE OF WORK = - GENERAL NOTES I BATH I la � • I B* EGRESS •ALUMINUM OUTSW.FRENCH DOOR-IMPACT RESISTANT. ♦-ONE STORY STRUCTURE( 15'MEAN ROOF HEIG tj JL D BY SIW IMPACT WINDOWS. BEDROOM ACCEPTANCE#: 14-0305.08 0 EXPOSURE C. I I BEDROOM I- *-ALUMINUM HORIZ-ROLLER WINDOW-IMPACT RESISTANT. •BUILDING RISK CATEGORY II BY PGT INDUSTRIES. 00 ( ACCEPTANCE#: 15-0519.09 ♦175 M.P.H.WIND VELOCITY. co - - - - V - W M co •ALUMINUM FIXED WINDOW-IMPACT RESISTANT. •K.D.=0.85 Z Q BY PGT INDUSTRIES. W p - - - - - - I ACCEPTANCE#: 15-0528.26 • FBC 2014. 113 Q ►� wp E BEDROOM co •ASCE 7-10 WIND CODE. 0 LL O BATH I I EGRESS W . .. m_.. GC vi _., - _ __.. Lu •-BASED ON TRIBUTARY AREA AS SHOWN. • 0 +•• • Vf - - - - - I •. • 10 W rti• V •CONTRACTOR TO VERIFY DIMENSIONS. ••••*• ••• • �`«!f NOT PART ....__ _._.. EGRESS REQU/REMENTS.' .••••E :•. . „�* OF PERMIT Q q MINIMUM CLEAR WIDTH-20" •i•• • !• -- NOT PART MINIMUM CLEAR HEIGHT.'24'; :*coo:•e••• •'•• •• • • •• / - - •• •• : • E� LIVING DINING ROOM OF PERMIT MINIMUM CLEAR OPENING. 0 SQ.cT :• MAXIMUM SILL HEIGHT:44" from finished floor/ •. •••••• NOT PART FOYEROF O •..• : •. .. UP - - - - - � o A WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.Ft.= 22.48 w 0 � CL TRIG. POS.PRESSURE NEG.PRESSURE m G MARK DESCRIPTION WIDTH HEIGHT ZONE N.O.A. AREA P.S.F. P.S.F. rS.l c� - 1 FRENCH DOOR IMP. 39.000 183.000 22.48 37.95 -41.34 INT (4) 14-0305.08 �Ja Q o KITCHEN I �\ = O GARAGE I NOT PART WINDLOAD PRESSURE TABLE FOR WINDOWS TOTAL 210.94 w w I I i OF PERMIT TRIG. POS.PRESSURE NEG.PRESSURE g r = MARK DESCRIPTION WIDTH HEIGHT ZONE N.O.A. (,r. v AREA P.S.F. P.S.F. n o - - - A FIXED IMP. 53.000 63.000 23.19 37.87 -41.26 INT (4) 15-0528.26 3 S B HORIZ-ROLLER IMP. 53.000 50.000 9.20 40.06 -43.45 INT (4) 15-1 ,9.09 S W E* NOT PART NOT PART B* HORIZ-ROLLER IMP. 53.000 50.000 9.20 40.06 -53.64 END (5) 15-0519.09 OF PERMIT C HORIZ-ROLLER IMP. 37.000 26.000 3.34 40.06 -43.45 INT (4) 15-0519.09 OF PERMIT D HORIZ-ROLLER IMP. 74.000 38.000 9.76 40.06 -53.64 END (5) 15-0519.09 E HORIZ-ROLLER IMP. 37.000 38.000 4.88 40.06 -43.45 INT (4) 15 0519.09 • E* HORIZ-ROLLER IMP. 37.000 38.000 4.88 40.06 -53.64 1 END (5)1 15-0519.09 F HORIZ-ROLLER IMP. 74.000 63.000 16.19 38.80 -51.13 FLOOR PLAN SCALE: 1/8"= I' LG HORIZ-ROLLER IMP. 37.000 50.000 6.42 40.06 -43.45 ENTD (4) 15-051909 ... . . . ... . . ,. •. .. .• • • e • • • • • r�• • • • • ••�.- • • - �, M•• • ••• • • •' • •• • •! • • •si • • • • • • V • •!♦ • ••• • •4• •• w•♦ •^ • • •• • •• • • • s ••• • •s ••+ • + • • • •• s