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RC-10-97NOTICE OF COMMENCEMENT A RIMMED COPY MIST BE POSTED ON THE J08 SITE AT TIME OF FlRST INSPECTION RCN-13- PERMIT NO. TAX FOLIO NO. //-3A04 *0, 7 '611 110 STATE OF FLORIDA,: COUNTY OF MIAMI DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Correnenc er ent. 1. Legal description of 653 openly and street/address: Is -/ I : 1410 11111111111111111111111111111111 1111111(11111 CFN 2010R0347203 OR Bk 27294 Pa 44261 tips) RECORDED 05/24/2010 12 :43:47 HARVEY RUVIN,r CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 2. Description of improvement ZM D IZ 3. Owner(s) name and address: 1-14u1 4- Wt2LDle o koA 4 r 6 r C QS Interest In property. Owl) elk Name and address of fee simple titleholder: SANv1 fs! 4. Contractor's name and address: Td r N Sao Gm oij L L C 47 19 S W I(, srf E T pon'N eitom PtN c-s , n ods- 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: J1� 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified). `'feof• 1 d., , Print Owner's Name 11 t L 4 1 pa Sworn to and subscribed before me this day of S 20/1k. Address; IM= Sl Notary Public Print Notary's Name_�i #4 My commission expires: 123a1 -82 PACE 4 8102 Book27294 /Page4426 CFN #20100347203 Page 1 of 1 PERMIT # ) 60 —61,1 CONTRACTOR: SUBMITTAL DATE: (,,�-�----- - - - - -- i ADDRESS:� (0 JI Old 0C I� i NAME: v►1 RESUBMITAL DATES: ii:20 / 0 PERMIT # RC O — CONTRACTOR: ZONING STRU TUtIAL IMPACT FEES p eT = j7 X#14.- erg EL RICAL S /DERM PLU MECHANICAL BLDG SUBMITTAL DATE: 5AiN 2,0 ADDRESS: (2 C I CnR,A0r1-Th NAME: 1IL712-ep ThA.-j'oi�OS RESUBMITAL DATES: 31 1(8 ji --0 1 O PROJECT TYPE: IN lE..Q _4C2L O XL- N ZONING FIRE STRUCTURAL IMPACT FEES �.s�$ 1,f) 23,) 0 ELECTRICAL 91174 k-cres PLUMBING HRS /DERM NOC Mfr N v01 MECHANICAL BLDG Miami Shores Village tit Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. PERMIT APPLICATION FBC 20 � 1G, 6 �U�7/ 9e-TX Permit TypeAATMERINgggitOOMLG Owner's Name (Fee Simple Titleholder) P 1 fj. M l [ d' L" %Vt .j GI,0 -phone # 3O S Owner's Address 6 f 6- Yrnl'z Cvii c 0 c/rf� J City / `(qy)AJ flA OYU State Zip 3 3 ! 3S Tenant/Lessee Name ! Phone # Email 1/1(1 I 1 cJ r ('& E V)'1 ck I 0 VV ' 4101, Job Address (where the work is being done) BY: .. Master Permit No. R c f c ` 9 City Miami Shores Village County FOLIO / PARCEL # Is Building Historically Designated YES NO ,X Miami -Dade Zip Contractor's Company Name / 7/ " %/%2,/ /017 Contractor's Address / 7 `" 3 J , / J �' T City P622? 3 /el' AV& State ftr Phone # Flood Zone 3 -5773/ Zip ,g3 ©2S r Qualifier Name !%/. ‘./� i72 —J Phone # 3 � - S 3/ State Certificate or Registration No. Z.'7o9C /3%2992 Certificate of Competency No. Contact Phone E -mail 77T(7/6 r U"TA) //4L - Z)/14' Architect /Engineer's Name (if applicable) Value of Work For this Permit Type of Work: [•Addition Describe W 006 ❑Alteration Phone # Square / Linear Footage Of Work: ,D 0 ONew ❑ Repair/Replace 16 Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF$r�e>;1it Submittal Fee $ Permit Fee $ Notary $ 500 Training /Education Fee Scanning $ o4 'QJ Radon $ 1,"00 dCl DPBR $ Double Fee Violation date: Structural Review. $ C Technology Fee $ Bond $ Total Fee Now Due $ 11521-T See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State / Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBIT [G, 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 ,vith all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the app icant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first insp ' - on hich - r seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wil of be ipprov -d and a reinspection fee will be charged. Owner or Agent The foreg.� g instrument was ac „ 1: . ged day of �S j�,t/`,2O\O,b who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: acv pri Signature .' Contractor The foregoing instrument was acknowledged before me this 25 day of Ak're� . 1 , 20 11 , by ) 01V \5kE who is personally known to me or who has produced ,)•5 £S ` (``10 0 identification and who did take an oath. .... , Linda Mundarain �o~ ' ,►, tr- COMMISSION/ DD962343 .. , WWW.AARONNOTARY.00m Sign: Print: NOTARY PUBLIC: My Commission Expires: ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** APPROVED BY Plans Examiner Zoning Engineer Clerk checked (Revised 07 /l0 /07)(Revised 06/10/2009) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF/ FIRST INSPECTION l ' 1 PERMIT NO. C /U " 7 TAX FOUO NO. t 13 o` E 0t! 7 a Igo STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111 11111111111111111111.11111 11111111 CFN 2010140552895 OR Bk 27388 Ps 3664; (1Ps) RECORDED OS/16/2010 12 :05120 HARVEY RUVIt4 CLERK OF COURT HIAHI -DADE COUNTY, FLORIDA LAST PAGE �1 �j/� Space above reserved for use of recording office 1. Legal description of property and street/address: (O5 3 -/ p� l� !� / S / f O P Z � /NS sHO Sty(- 4 tor/3 ci- LA) ► u `1 t /o-3 fv o ar Y, c pu = Z. 3 "5 Pi- ??13s- 2. Description of improvement: IGTTC Ik I , ,.,A -T!f , o e1/404-1-711,15-4- 3. Owner(s) name and address: Pli L fi- en- 1_10/l.e 0 014 -70/(0 S r i0�Co L ry r/Yl0" -j "430 s � � 1 1 FL � �Ll Interest in property: tifal+(i Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. / 2 pf S 7V Ccti STif Cj L L- C 7 0 w 0,18 S t- J o . 3 7 o 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(6), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: - 0142.41' 66-'W O 0 0 (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owned =, • s)' Auth • t = • Officer/Director/Partner/Manager Prepared By _ ' Prepared By Print Name /flit- I'Yr4 J � Title/Office Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The for - is itlstrument was Individually, or ❑ as ❑ Personally known, or for produced the following type of identifi Signature of Notary Public: Print Name: (SEAL) day of its'' ! tssinalii, i ai rartf ... f, �l1.1►atteltguisq `t71R�1 VERIFICATION URSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of s) or er(s)'s Authori Officer/Director/Partner/Manager who signed above: B BY 123.”U V O NOIARY!UBLIC�. (ThT`E b:'y- LORIDA ��I UO* CPatzxri.: V. C'Lc.4L3c Comm la D X71 ! 23 .` .v' xp L`g: r,i'. 23, 20U 1�Ome WW1 &TLAYf IC BONZI:4C CO., INC. May, 12. 2010 4; 09PM No. 3744 P, 1/1 AcciRLf CERTIFICATE OF LIABILITY INSURANCE Da;INIWDD10 ) 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 1S 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 lie u of such endorsement(s). PRODUCER Admin Insurance Group, Inc. 780 Deltona Blvd. Suite 201 Deltona, FL 32725 -7128 CONTACT NAME: Jim UISetII A/c "Na FRe; 386- 8604016 1 rA c. Nor 306 -860 -1051 EMAIL urseth ahoo.com ADDRESS• 11 �Y ODUCFJi. CUSTOMER ID* IN RE - 5 AFFORDING COVERAGE NAIL 0 INSURED Keith Johnston Construction, LLC. 9740 SW 15th Street Pembroke Pines, FL INSURBRA: Southern Eagle Insurance CO UABIUTY COMMERCIAL GENERAL CLAIMS -MADE INSURERS: In INSURER C: INSURER D: DAMAGE TO 6 w PREMI^,� (Ea RE INSURER E • MED EXP (Any ono parson) INSURER F : • THIS INDICATED. CERTIFICATE EXCLUSIONS 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE GFINSURANCE AUDL eNOR SUBR urue POLICY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP tMM/OD/YYYV) UMITS EACH OCCURRENCE $ GENERAL UABIUTY COMMERCIAL GENERAL CLAIMS -MADE LIABILITY • OCCUR In DAMAGE TO 6 w PREMI^,� (Ea RE S MED EXP (Any ono parson) 5 PERSONAL A ADV INJURY $ GENERAL AGGREGATE $ GGEEML AGGREGATE UMIT APPLIES PER l POLICY n jE f LOC PRODUCTS - COMP/OP AGG 5 El $ AUTOMOBILEUABa17Y ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNEO AUTOS ❑ ❑ COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) 5 BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) S g $ UMBRELLALN9 EXCESS UAB OCCUR CLAIMS -MADE ❑ ❑ EACH OCCURRENCE 5 AGGREGATE S ® DEDUCTIBLE RETENTION S $ $ WORKERS COMPENSATION AN D EMPLOYERS' LweaI7Y YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED' n (Mandatory in NH) If qes, describe under OESCRIPTIQN OF OPERATIONS below N I A ❑ 2010-09107-000 05/10/2010 05/10/2011 ' WC STATU- 1—I OTH- 1 1 rnRY I ii,�NMI f ER S 100,000 EL. EACH ACCICE NT EL. DISEASE. EA EMPLOYEES 1 00,000 E.L. DISEASE - POLICY LIMIT 5 600,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ADORD 101, Addl0ona1 Remarks Schedule, if more apace is required) Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 Fax#: 305468 -8972 .1 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTAT ACORD 25 (2009109) (f11888 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Produced using Forms BOW Web software. wwW.FArmeBoss core; 0Impressive Publishing 500.2004977 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. c- / o 7 Job Name PLUMBING CRITIQUE SHEET Permit No: 10 -97 Job Name: February 1, 2010 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The plans must show the code used for design and the level of alteration per the FBC Ex. 2) The plans show the scope of work not including any exterior or mechanical but both are shown in the plans. Revise the scope of work to include all work. 3) Identify the bearing walls on the plans. 4) Provide the wind load design criteria. 5) Provide design wind Toads for all new windows and doors. Include a window and door schedule. 6) Provide product approvals reviewed and signed approved by the designer of record. 7) All new or altered windows and doors must be impact resistant. 8) Provide energy calculations for the work. 9) Plans must show insulatim requirements. 10) Provide details of masonry alterations including reinforcement, columns, beams, ect. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 09= /4, 9.'5` Job Name: /4-04--' a (7A-,te , 2009e 10 Miami Shores Village Building Department ELECTRIC Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 /74,7- 17 44, R C eip/ d- v/2- s e w kty `17 G-o 16L. 7 /) re' ,r e-- Aiee/2 ,T2. err a •PG ,4iL gfr 7' if e /64,7e/2- e-®eL,,a, /f.'0 ted At 5/9 AY 5 ae9r/ t 07011A-5 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mike Devaney 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit No. Job Name Date MECHANICAL CRITIQUE SHEET Miami Shores Village Building Depart , 10050 N.E.2nd Avenue, Miami Shores, 313$ Tel: (305) 795.2204 Fay: (305) 75 9721,E ;? 1 INSPECTION'S PHONE NUMBER: (3: 761"4949 BUILDING PERMIT APPLICATION FBC 20 t Rio. eci 0 - Master Permit Nei. Permit Type: BUILDING RO G Owner's Name (Fee Simple Titleholder) /A (t CIyCd Ad (,(.) � Y' S . Phone # .3 0 S- ,r)f 6 0 9 Owner's Addr=ess ' O l 6'- ( itp6 c City /V t.lapm ..311 W'tJ State - Tenant/Lessee Name A (/---''� Email r'1l i (C _ rytct o--ri — j , O-c� Zip 'r>! Phone #_ Job Address (where the work is being done) City Shores Village County Miami -Dade FOLIO / PARCEL # , # 13 0 j -1- ] y 0 Is Building'13istorically Designated YES NO Contractor's Company Name Contractor's Address City State Zip, i L. n Flood Zone Zip_ Phone # to of Competency No. Qualifier Naine State Certificate or Registratitnn No. Certiiic Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: °Addiition Describe Work: .( Alteration Square /Linear Footage Of Work °New 0 Repair/ Replace h Submittal Fee $ Permit Fee $ Notary $, Scanning $ I ej Radon $ Double Fee .$ Violation date; ,r� Structural Review. $ Total Fee Now Due $ t j 4IJLJ CCF $ Training/Education Fee $ DPJR $ dr * * * * * * * * * * * ** * * * *** * * ** CO/CC $ Technology Fee $ Pond-S See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. • "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person ct to whose property i. for the first in,sjecti inspection will not ent. Also, a certified copy of the recorded notice of commencement must be posted at the job site urs seven (7) (Lys iiflei- the building permit I. .s^L?cd. In the absence of such posted notice, the nd a reinspection fee will be, charged. The forego day of Owner or Agent instrument was as knii 1- ged 20 10, byt.---- Contractor The foregoing instrument was acknowledged before me this 2 day of ) c_LA , 20 by who is personally own tome or who has produced who is personally known to me or who has produced TL As identification and who did take an oath. f 1 Q21as identification and who did take an oath. NOTARY PUBLIC: �.p re I Via NOT • PUBLIC: Sign: Print: My Commission Expires: ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY My Commission Expi * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** l i ?t2--7//°. Plans Examiner s 2- jc,J Engineer (Revised 07 /10 /07)(Revised 06/10/2009) "r''' + Linda Mundamair ;..;�. n : COM�aiss ON • DD962343 . PFRtS: FE9. 16, 2014 a fl��,. .. Www.AARONNOiARY.wm ** * * * * * * * * ** * * * **** * *** ***** ** * ** Zoning Clerk checked Miami Shores Village Building Department 10050 N.E.2nt1 Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ; 1010 BUILDING Permit No. jC PQ PERMIT APPLICATION Master Permit No FBC2O Permit Type; BUILDING ROO ING Owner's Name (Fee Simple Titleholder) �} j d r ed /Jlaj 577.7,' Phone # Owner's Address n c.. o -G City 4t la j'IP.1 , 6K.S State Zip 33t Tenant/Lessee Name _/o____.. Phone # Email ' o,. art S Job Address (where the work is being done) City iaami Shores Village County Miami -lade Zip FOLIO I PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name n .jJ .43 i�hot�e # Contracr's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No._ Centact Phone Architect'Engineer1 Value of Wor Type of Wo Describ =plicable) Phone # Pty t� r mit $ fI y re.C1ia4 quare / Linear Footage Of Work: on •Alteration DNew t} iaee Re air'R p p � 0 Demolition * ,***6*** k******c**********'k**** *Fgs*3t*it*xc**ic7ctk**** ***********;F*k***** *kkir**,F* Submittal Fee $ _ Permit Fee $ ) J CCF $ CO /CC $ Notary $ Seanning $ Radon $ DPER. $ Double Fee $ Violation date: Structural Review. $ , Total Fee Now Due $ 38:475) Training/Education Fee $ Technology Fee Bond See-lteverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection _9pp1/ ill and a reinspection fee will be chrged. L Signature Si g natu Owner or Agent The foregoing instrument was ackn day of 5.- 1?T,20 ib,b Contractor The foregoing instrument was acknowledged before me this t day of tU{ ., 201 , by Zif 5 - who is personally known to me or who has produced who is personally known to me or who has produced a, ID As identification and who did take an oath. na c :MCAVntification and who did take an oath. NOTARY ' UBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC: \ - , Sign; Print: d'�� `� , n My Commission Expi , e:1,3 \\oun11/1N, ******* * * * * *, * * * * * * * ** * * * * * * * * * * * * * * ** * * * ** * * * * * * *** ***** ** **** * * *** * * *x * * * * * * * * * *** * * ** *roe * * * * * * * * * * ** APPROVED BY Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) POST ON SITE Miami Shores Village 10050 NE, 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: {305)756- 8972 slue Date: 418/2010 Expires. 0/05/2010 INSPECTION REQUESTS: {305)762 -4949 REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Residential Construction Parcel #:1 40 Owner's Name: PAUL & MILDRED MAJOROS Job Address: 601 GRAND CONCOURSE Miami Shores FL Bond Number: Contractor(s) KEITH JOHNSTON CONSTRUCTIOIN Phone (30610-0 -5731 Primary Contractor Yes Owner's Phone: Total Square Feet: Total Job Valuation: 2400 25,000.00 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6 :00PM. NO WORK IS ALLOW ED ON SUNDAY OR HOLIDAYS. UILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE Of ^OMMENCEMENT MAY RESU' T IN YOUR PAYING TWICE FOR IMPROVEMENTS TC OUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AN[ POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND Tt OBTAIN FINANCING, CONSI.ILT WITH VOU.IR LENDER OR AN ATTORNEY BEFOR.I COMMENCING WORK OR 'RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD INSPECTION DATE INSP Foundation Stemwall miLwrin DATE Slab -- Columns (1st Lift) Columns (2nd Lift) - Tie Beam Truss /Rafters Roof Sheathin• Underground widglags Windows /Doors Interior Framin+ 'I ��L MarrI7,55, 7 IN Insulation Ceiling Grid D all • Firewall pgairizt Wire Lath Roug . ama Tele +hone Rough ,,; Tele •hone Final ..rr Pool Steel Pool Deck TV Rou • h %f Final Pool TV Final Final Fence Cable Roush L ®r y r Screen Enclosure Cable Final OM Driveway Intercom Rou+/ ., Driveway Base Intercom Final Alarm Rough Tin Cap Alarm Final Roof in Progress Fire Alarm Rough Mop in Progress' Fire Alarm Final Final Roof Service Work With INAL ELECTRICAL COMMENTS Shutters Attachment 'Ne'` �`-tr/ -°� tr - Final Shutters Rails and Guardrails ADA com•hence FINAL DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Surve Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification L STRUCTURAL COMMENTS ZONING PLUMBING Zoning Final ZONING COMMENTS ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough pgairizt Roug . ama Tele +hone Rough ,,; Tele •hone Final ..rr TV Rou • h %f TV Final Cable Roush L ®r y r Cable Final OM Intercom Rou+/ ., Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With INAL ELECTRICAL COMMENTS IMMIMIN 'Ne'` �`-tr/ -°� tr - Ix drtt'cy, I- PA,. ' FIRE Rough Water Service Fire Sprinklers Septic Tank Sewer Hook -up Roof Brains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains FIRS Final FINAL Underground Pipe Rou`®h /�►l ' ° Ventilation Rough Hood Rough Pressure Test Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS Final S•rinkler Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 133907 Permit Number: RC- 1 -10 -97 Inspection Date: March 15, 2011 Inspector: Bruhn, Norman Owner: MAJOROS, PAUL & MILDRED Job Address: 601 GRAND CONCOURSE Miami Shores, FL Project: <NONE> Contractor: KEITH JOHNSTON CONSTRUCTION Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1132060172140 Phone: (305)370 -5731 Building Department Comments interior remodel including kitche, baths and new flooring thoughout. windows and other disciplines applied separatly Mildred 305 - 519 -6095 12/02/2010 - Permit on Hold see letter from Plumbing Contractor Novo & Sons Inc. requesting a chage of contractor. Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 March 15, 2011 Page 1 of 1 02/02/11 KEITH 70HNSTONY: CONSTRUCTION LLC I 0 A-) Re: 601 Grand Concourse Miami Shores, FL; Master Permit #RC10 -97 This is to certify that all exterior walls that were part of the renovation of the dwelling as described above, were insulated according to the approved plans, and in compliance with the Florida Energy Code per the approved Form 110A -08 Residential Performance Method A Checklist Sincerely, Keith Johnston 9740 SW 16th ST, PEMBROKE PINES, FL 33025 Phone 305- 370 -5731 a KEJTHLPJOHNSTON@AOLCOM © Gartner Studios Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 144955 Permit Number: RC- 1 -10 -97 Scheduled Inspection Date: June 03, 2010 Inspector: Bruhn, Norman Owner: MAJOROS, PAUL & MILDRED Job Address: 601 GRAND CONCOURSE Miami Shores, FL Project: <NONE> Contractor: KEITH JOHNSTON CONSTRUCTION Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition /Alteration Phone Number Parcel Number 1132060172140 Phone: (305)370 -5731 Building Department Comments interior remodel including kitche, baths and new flooring thoughout. windows and other disciplines applied separatly Pasx�/ /� i� 6 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 144531. Provide soil termite treatment 2 #5s are required in foundation. NB June 02, 2010 For Inspections please call: (305)762 -4949 Page 26 of 39 • General Pest Control • Termite Fumigation • Roof, Termite & Full Inspection • Real Estate insp. Within 24 Hrs. • New Roofs • Re -Roof • Repairs 1800 S.W. 100th Ave., Bay A Miramar, FL 33025 Brow (954) 443 -2828 Brow: (954) 443 -9266 Fax Dade: (305) 773-0063 E -mail: alproservices ®bell south . net NOTICE OF PREVENTIVE TREATMENTS FOR TERMITES (As required by Florida Building Code (FBC) 104.2.6) 610 GRAND CONCOURSE NIIANII SHORES. FLA. 33138 6 -1 -2010 Date PREMISE 75% Product Used 0.1 Percent Concentration Address of Treatment or Lot/Block of Treatment 11:30 Am Time Venny Almonte Applicator IlVIIDACLOPRID 75% 60 Chemical Used (active ingredient) Number of gallons applied 187 Area Treated (square feet) WILL BE APPLIED AT 4 GALLONS PER 10 LINEAR FEET HORIZONTAL 56' Linear feet treated Stage of Treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6 —1f soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approvaL 1f this notice is for final exterior treatment, initial and date this line: 2 MVOLIVki 5�QAsk / &L( awn 1/7•OLIVX. Chill °1 idG.d 0( croa-K4 cer utia2L-- -74 .A.d-eit fAir-a41 A-cCutAA- pv,/ reArnds Sv,cst.,e (dam %/ -Qs AUG 0 2 2&1'Ci BY: Cjcfl FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR INILDI Florida Department of Community Affairs Resider t Perf NSTRUCTION e Method A Project Name: Majoros Residence Street: 601 Grand Concourse Permit Office: P Builder Namet� C� City, State, Zip: Miami Shores , FL , 33138- Permit Number Owner: i vt *- Aet i ki k—e11 /t4 ®r0 S. Jurisdiction: Design Location: FL, Miami RC10 2 . of tame Shot: s :r, s ' 1114t_.? 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2430 7. Windows Description Area a. U- Factor: Sgl, U =0.94 494.10 ft2 SHGC: SHGC =0.41 b. U- Factor: N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor: N/A ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types Insulation Area a. Raised Floor R =5.0 1386.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =5.0 3062.00 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Unvented) R=30.0 1386.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 4.2, 40 ft2 12. Cooling systems (combined) a. Central Unit Cap: 60 kBtu/hr SEER: 16.35 13. Heating systems a. Electric Strip Heat Cap: 34 kBtu/hr COP: 1 14. Hot water systems a. Natural Gas Cap: 1 gallons EF: 0.83 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.203 Total As Built Modified Loads: 66.48 PASS Total Baseline Loads: 86.89 hereby certify that the plans -,. • - ,• -cif ations covered by this calculation are in com • r - . "thie Florida Energy Code. r PREPARED BY ., Review of the plans and specifications covered calculation indicates compliance with the Florida Energy Before construction is this building will be inspected compliance with Section Florida Statutes. BUILDING OFFICIAL. DATE. by this 4.0 A • Code. s ;�trryf 4, '1 °�.� completed = F DATE: L p /0 for 553.908 ., Ob if hereby certify that this b : - g, as d - ' • ned, is in compliance with the Florida Ener• o• =. �' OWNER/AGENT: / //, i►�► DATE. 2- u' f / -w J - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory- sealed in accordance with N1110.A.3. 3/23/2010 11:00 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: Majoros Residence Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: Conditioned Area: 2430 SubDivision: # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 601 Grand Concourse Permit Office: Village of Miami Shores Rotate Angle: 0 County: Miami -Dade Jurisdiction: 232600 Cross Ventilation: City, State, Zip: Miami Shores , Family Type: Single- family Whole House Fan: FL , 33138 - New /Existing: Existing (Projected) Comment: Renovations to existing Residence CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS # Floor Type R -Value Area Tile Wood Carpet 1 Raised Floor 1386 ft2 5 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 1428 ft2 172 ft2 Medium 0.96 No 0 14 deg ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1386 ft2 N N CEILING # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic ( Unvented) 30 1386 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 5 493 ft2 0 0.75 2 E Exterior Concrete Block - Int Insul 5 327 ft2 0 0.75 3 S Exterior Concrete Block - Int Insul 5 493 ft2 0 0.75 4 W Exterior Concrete Block - Int Insul 5 327 ft2 0 0.75 5 N Exterior Concrete Block - Int Insul 5 384 ft2 0 0.75 6 E Exterior Concrete Block - Int Insul 5 327 ft2 0 0 0.75 7 S Exterior Concrete Block - Int Insul 5 384 ft2 0 0.75 8 N Exterior Concrete Block - Int Insul 5 327 ft2 0 0.75 3/23/2010 11:00 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 3/23/2010 11:00 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS Omt Door Type Storms U -Value Area 1 N Wood 2 N Insulated Wood 0.2 21 ft2 Metal 0.46 21 ft2 WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. V Overhang # Ornt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal Low -E Single 2 E Metal Low -E Single 3 S Metal Low -E Single 4 W Metal Low -E Single 5 N Metal Low -E Single 6 E Metal Low -E Single 7 S Metal Low -E Single 8 S Metal Low -E Single Yes Yes Yes Yes Yes Yes Yes Yes 0.94 0.41 N 65.6 ft2 1 ft 0 in 2 ft 0 in HERS 2006 0.94 0.41 N 84 ft2 1 if 0 in 2 ft 0 in HERS 2006 0.94 0.41 N 108.5 ft2 1 ft 0 in 2 ft 0 in HERS 2006 0.94 0.41 N 36.5 ft2 1 ft 0 in 2 ft 0 in HERS 2006 0.94 0.41 N 55.5 ft2 1 ft 0 in 2 ft 0 in HERS 2006 0.94 0.41 N 59.5 ft2 1 ft 0 in 2 ft 0 in HERS 2006 0.94 0.41 N 55.5 ft2 1 ft 0 in 2 ft 0 in HERS 2006 0.94 0.41 N 29 ft2 1 ft 0 in 2 ft 0 in HERS 2006 None None None None None None None None INFILTRATION & VENTING V Method SLA CFM 50 -- Forced Ventilation -- Run Time ACH 50 ELA EqLA Supply CFM. Exhaust CFM Fraction Fan Watts Default 0.00036 2295 5.67 126.0 236.9 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype None None Efficiency Capacity Air Flow SHR SEER: 19.25 36 kBtu/hr 1080 cfm 0.75 SEER: 12 24 kBtu/hr 720 cfm 0.75 Ductless False False 1 Central Unit 2 Central Unit HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 34 kBtu/hr False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Natural Gas 0.83 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 3/23/2010 11:00 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS - -- Supply - -- — Retum - -- Air Percent # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 4.2 40 ft2 Attic 20 ft2 Default Leakage Interior TEMPERATURES Programable Cooling Heating Venting Thermostat: an Jan Jan Y X Feb [X] Mar X Feb [X] Mar X Feb [X] Mar Cei Apr PC] Apr Apr ing Fans: May May May N X Jun [[X)C]] Jul Aug lX Jun [X] Jul [X AuSep X Jun [[�X]] Jul [[�XJ] Aug Sep Sep Oct Oct Oct Nov Nov Nov Dec Dec Dec Thermostat Schedule: HERS 2006 Re erence Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/23/2010 11:00 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 1 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 601 Grand Concourse Miami Shores, FL, 33138- PERMIT #: RC10 -97 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. N1110.AB Floors N1106.AB.1.2.2 Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 N1112.AB.2.3 N1112.AB.2.4 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Swimming Pools & Spas Shower heads Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls N1107.AB.2 N1104.AB.1 N1102.B.1.1 Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. Insulation 3/23/2010 11:00 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) Existing (Projecte Single - family 1 3 No 2430 7. Windows ** Description Area a. U- Factor: Sgl, U =0.94 494.10 ft2 SHGC: SHGC =0.41 b. U- Factor: N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor: N/A ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types Insulation Area a. Raised Floor R =5.0 1386.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=5.0 3062.00 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Unvented) R=30.0 1386.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 4.2, 40 ft2 12. Cooling systems (combined) a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Natural Gas b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: Cap: 60 kBtu/hr SEER: 16.35 Cap: 34 kBtu/hr COP: 1 Cap: 1 gallons EF: 0.83 Pstat *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Building Input Summary Report PROJECT Title: Majoros Residence Bedrooms: 3 Adress Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner: Conditioned Area: 2430 SubDivision: # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 601 Grand Concourse Permit Office: Village of Miami Shores Rotate Angle: 0 County: Miami -Dade Jurisdiction: 232600 Cross Ventilation: City, State, Tip: Miami Shores , Family Type: Single - family Whole House Fan: FL , 33138 - New /Existing: Existing (Projected) Comment: Renovations to existing Residence CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $ /Unit Electricity kWh Florida Average 0 0.09 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon Florida Default 0 1.1 Propane Gallon Florida Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type R -Value Area Tile Wood Carpet 1 Raised Floor 5 1386 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 1428 ft2 172 ft2 Medium 0.75 No 0 14 deg ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1386 ft2 N N 3/23/2010 11:02 AM EnergyGauge® / USRFSB v2.8 Page 1 of 4 Building Input Summary Report 3/23/2010 11:02 AM EnergyGauge® / USRFSB v2.8 Page 2 of 4 CEILING # Ceiling Type R -Value Area Framing Fraction Truss Type 1 Under Attic (Unvented) 30 1386 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. # Omt Adjacent To Wall Type Cavity Width R -Value Ft In Height Ft In Area Sheathing Framing Solar R -Value Fraction Absor. 1 N 2 E 3 S 4 W 5 N 6 E 7 S 8 N Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul 5 49.3 5 32.7 5 49.3 5 32.7 5 38.4 5 32.7 5 38.4 5 32.7 10 493 ft2 10 327 ft2 10 493 ft2 10 327 ft2 10 384 ft2 10 327 ft2 10 384 ft2 10 327 ft2 0 0.75 0 0.75 0 0.75 0 0.75 0 0.75 0 0 0.75 0 0.75 0 0.75 DOORS # Ornt Door Type Storms Width Height U -Value Ft In Ft In Area 1 2 N N Wood Insulated Wood Metal 0.2 7 0.46 7 3 21 ft2 3 21 ft2 WINDOWS # Ornt Frame Panes NFRC U- Factor SHGC Storm Overhang Area Depth Separation Interior Shade Screening 1 N 2 E 3 S 4 W 5 N 6 E 7 S 8 S Metal Metal Metal Metal Metal Metal Metal Metal Low -E Single Yes Low -E Single Yes Low -E Single Yes Low -E Single Yes Low -E Single Yes Low -E Single Yes Low -E Single Yes Low -E Single Yes 0.94 0.41 N 0.94 0.41 N 0.94 0.41 N 0.94 0.41 N 0.94 0.41 N 0.94 0.41 N 0.94 0.41 N 0.94 0.41 N 65.6 ft2 1 ft 0 in 2 ft 0 in 84 ft2 1 ft 0 in 2 ft 0 in 108.5 ft2 1 ft 0 in 2 ft 0 in 36.5 ft2 1 ft 0 in 2 ft 0 in 55.5 ft2 1 ft 0 in 2 ft 0 in 59.5 ft2 1 ft 0 in 2 ft 0 in 55.5 ft2 1 ft 0 in 2 ft 0 in 29 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None INFILTRATION & VENTING Method SLA CFM 50 ELA EqLA ACH ACH 50 - -- Forced Ventilation - -- Supply Exhaust Terrain/Wind Run Time Shielding Best Guess 0.00030 1912 105.0 197.4 0.255 4.72 0 0 0 Suburban / Suburban MASS Mass Type Area Thickness Fumiture Fraction No Added Mass 0 ft2 0 ft 0.3 3/23/2010 11:02 AM EnergyGauge® / USRFSB v2.8 Page 2 of 4 Building Input Summary Report COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 19.25 36 kBtu/hr 1080 cfm 0.75 False 2 Central Unit None SEER: 12 24 kBtu/hr 720 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 34 kBtu/hr False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Credits 1 Natural Gas 0.83 1 gal 50 gal 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U -Value Surf Area Exch Eff Pumped Energy DUCTS - -- Supply - -- — Retum - - -- Air Percent # Location R -Value Area Location Area Number Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 4.2 40 ft2 Attic 20 ft2 1 Default Leakage Interior TEMPERATURES Programable Cooling Heating Ventin Thermostat: X Jan 'X Jan X Jan Y X Feb lX Feb X Feb X Mar f X Mar X Mar Cei Apr Apr A r ing Fans: May May Ma N X Jun 'X Jun X Jun Jul p(] Jul Jul Aug e r Oct Aug pq Sep Oct Au Se Oct X Nov X X Nov EX X Nov lX Dec Dec Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/23/2010 11:02 AM EnergyGauge® / USRFSB v2.8 Page 3 of 4 Building Input Summary Report APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Schedule Type 1 2 3 4 Hours 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM % Released: 100 PM Annual Use: 0 kWh/Yr Clothes Washer AM % Released: 60 PM Annual Use: 0 kWh/Yr Dishwasher AM % Released: 60 PM Annual Use: 0 kWh/Yr Dryer AM % Released: 10 PM Annual Use: 0 kWh/Yr Lighting AM % Released: 90 PM Annual Use: 2399 kWh/Yr Miscellaneous AM % Released: 90 PM Annual Use: 4623 kWhNr 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Peak Value: 0 Watts 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Peak Value: 0 Watts 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Peak Value: 0 Watts 0.2 0.1 0.05 0.05 0.875 0.85 0.8 0.625 Peak Value: 0 Watts 0.16 0.15 0.16 0.18 0.16 0.17 0.25 0.27 Peak Value: 783 Watts 0.48 0.47 0.47 0.47 0.52 0.5 0.5 0.5 Peak Value: 848 Watts Pool Pump AM 0 0 0 0 % Released: 0 PM 1 1 1 1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 % Released: 100 PM 0.457 0.343 0.286 0.4 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 % Released: 100 PM 0.88 0.85 0.85 0.83 Annual Use: 775 kWh/Yr Peak Value: 106 Watts Well Pump AM 0.05 0.05 0.05 0.05 % Released: 0 PM 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 0 0 0 0 0 0 0.057 0.114 0.571 1 0 0 1 1 1 0 0 0 0 0 0.171 0.286 0.343 0.343 0.343 0.4 0.857 0.429 0.286 0.229 0.171 0.114 0.73 0.73 0.75 0.88 0.95 1 0.05 0.05 0.1 0.1 0.1 0.1 0.75 0.8 0.8 0.8 0.8 0.98 0.95 0.93 0.9 0.85 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 3/23/2010 11:02 AM EnergyGauge® / USRFSB v2.8 Page 4 of 4 °1419 FORM 1100A -08 Oat(Z4 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONVERU •• Ot Florida Department of Community Affairs Residential Performance Method A Project Name: Majoros Residence Builder Name: Street: 601 Grand Concourse Permit Office: Village of Miami Shores City, State, Zip: Miami Shores , FL , 33138- Permit Number: RC10 -97 Owner: Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2430 7. Windows Description Area a. U- Factor: Sgl, U =0.94 494.10 ft2 SHGC: SHGC =0.41 b. U- Factor: N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U-Factor: N/A ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types Insulation Area a. Raised Floor R =5.0 1386.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =5.0 3062.00 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Unvented) R=30.0 1386.00 ft2 b. N/A R= ft2 c. WA R= ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 4.2, 40 ft2 12. Cooling systems (combined) a. Central Unit Cap: 60 kBtu/hr SEER: 16.35 13. Heating systems a. Electric Strip Heat Cap: 34 kBtu/hr COP: 1 14. Hot water systems a. Natural Gas Cap: 1 gallons EF: 0.83 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.203 Total As -Built Modified Loads: 66.48 PASS Total Baseline Loads: 86.89 hereby certify that the plans this calculation are in com an•ith Code. /` r PREPARED BY" ecifica ons covered by t Florid^ ergy I' ) Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDINGG OFFFICIA� 'i y _ :4 ` =ar +au s f & ,° 000 L G CI DATE: / I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: DATE- . j J / /_ - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory- sealed in accordance with N1110.A.3. 3/23/2010 11:00 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: Majoros Residence Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: Conditioned Area: 2430 SubDivision: # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 601 Grand Concourse Permit Office: Village of Miami Shores Rotate Angle: 0 County: Miami -Dade Jurisdiction: 232600 Cross Ventilation: City, State, Zip: Miami Shores , Family Type: Single - family Whole House Fan: FL , 33138 - New /Existing: Existing (Projected) Comment: Renovations to existing Residence CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 75 70 149.5 56 Low FLOORS # Floor Type R -Value Area Tile Wood Carpet 1 Raised Floor 1386 ft2 5 0 0 1 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 1428 ft2 172 ft2 Medium 0.96 No 0 14 deg ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1386 ft2 N N CEILING # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 30 1386 ft2 0.11 Wood WALLS / Cavity Sheathing Framing Solar V # Omt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 5 493 ft2 0 0.75 2 E Exterior Concrete Block - Int Insul 5 327 ft2 0 0.75 3 S Exterior Concrete Block - Int Insul 5 493 ft2 0 0.75 4 W Exterior Concrete Block - Int Insul 5 327 ft2 0 0.75 5 N Exterior Concrete Block - Int Insul 5 384 ft2 0 0.75 6 E Exterior Concrete Block - Int Insul 5 327 ft2 0 0 0.75 7 S Exterior Concrete Block - Int Insul 5 384 ft2 0 0.75 8 N Exterior Concrete Block - Int Insul 5 327 ft2 0 0.75 3/23/2010 11:00 AM EnergyGauge® USA - FlaRes2008 Page 2of5 3/23/2010 11:00 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS # Omt Door Type Storms U -Value Area 1 N Wood 2 N Insulated Wood 0.2 21 ft2 Metal 0.46 21 ft2 WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. V Overhang # Ornt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal Low -E Single 2 E Metal Low -E Single 3 S Metal Low -E Single 4 W Metal Low -E Single 5 N Metal Low -E Single 6 E Metal Low -E Single 7 S Metal Low -E Single 8 S Metal Low -E Single Yes Yes Yes Yes Yes Yes Yes Yes 0.94 0.41 N 65.6 ft2 1 ft 0 in 2 ft 0 in HERS 2006 0.94 0.41 N 84 ft2 1 if 0 in 2 ft 0 in HERS 2006 0.94 0.41 N 108.5 ft2 1 if 0 in 2 ft 0 in HERS 2006 0.94 0.41 N 36.5 ft2 1 ft 0 in 2 ft 0 in HERS 2006 0.94 0.41 N 55.5 ft2 1 ft 0 in 2 ft 0 in HERS 2006 0.94 0.41 N 59.5 ft2 1 ft 0 in 2 ft 0 in HERS 2006 0.94 0.41 N 55.5 ft2 1 if 0 in 2 ft 0 in HERS 2006 0.94 0.41 N 29 ft2 1 ft 0 in 2 ft 0 in HERS 2006 None None None None None None None None INFILTRATION & VENTING V Method SLA CFM 50 - -- Forced Ventilation - -- Run Time ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 2295 5.67 126.0 236.9 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit 2 Central Unit None None SEER: 19.25 36 kBtu/hr 1080 cfm 0.75 SEER: 12 24 kBtu/hr 720 cfm 0.75 False False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 34 kBtu/hr False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Natural Gas 0.83 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 3/23/2010 11:00 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS - -- Supply - -- -- Retum - -- Air Percent # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 4.2 40 ft2 Attic 20 ft2 Default Leakage Interior TEMPERATURES Programable Cooling Heating Venting Thermostat: Jan Jan Jan Y Feb Feb Feb Mar Mar Mar Ceiling Apr Apr Apr Fans: May PC] May May N X Jun LX Jun X Jun Jul EXJ Jul [[[[[X]]]] Jul 7C Aug Sep X Aug LX Sep X Aug [[�Xll Sep Oct Oct Oct Nov Nov Nov Dec Dec Dec Thermostat Schedule: HERS 2006 Re erence Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/23/2010 11:00 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 601 Grand Concourse Miami Shores, FL, 33138- PERMIT #: RC10 -97 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Air Distribution Systems Floors N1106.AB.1.2.2 Ceilings N1106.AB.1.2.3 Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Insulation Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. Additional Infiltration reqts N1106.AB.1.3 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pumppool heaters shall have a minimum COP of 4.0. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Swimming Pools & Spas N1112.AB.2.3 N1112.AB.2.4 Shower heads Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls N1107.AB.2 N1104.AB.1 N1102.B.1.1 Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. Insulation 3/23/2010 11:00 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2430 7. Windows ** Description a. U- Factor: SgI, U =0.94 SHGC: SHGC =0.41 b. U- Factor: N/A SHGC: c. U- Factor: N/A SHGC: d. U- Factor: N/A SHGC: e. U- Factor: N/A SHGC: 8. Floor Types Insulation Area a. Raised Floor R =5.0 1386.00 ft2 b. N/A R= ft2 c. N/A R= ft2 Area 494.10 ft2 ft2 ft2 ft2 ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=5.0 3062.00 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Unvented) R=30.0 1386.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 4.2, 40 ft2 12. Cooling systems (combined) a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Natural Gas b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: Cap: 60 kBtu/hr SEER: 16.35 Cap: 34 kBtu/hr COP: 1 Cap: 1 gallons EF: 0.83 Pstat *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Building Input Summary Report PROJECT Title: Majoros Residence Bedrooms: 3 Adress Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner: Conditioned Area: 2430 SubDivision: # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 601 Grand Concourse Permit Office: Village of Miami Shores Rotate Angle: 0 County: Miami -Dade Jurisdiction: 232600 Cross Ventilation: City, State, Zip: Miami Shores , Family Type: Single - family Whole House Fan: FL , 33138 - New /Existing: Existing (Projected) Comment: Renovations to existing Residence CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_ MIAMI _INTL_AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $ /Unit Electricity kWh Florida Average 0 0.09 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon Florida Default 0 1.1 Propane Gallon Florida Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type R -Value Area Tile Wood Carpet 1 Raised Floor 5 1386 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 1428 ft2 172 ft2 Medium 0.75 No 0 14 deg ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1386 ft2 N N 3/23/2010 11:02 AM EnergyGauge® / USRFSB v2.8 Page 1 of 4 Building Input Summary Report 3/23/2010 11:02 AM EnergyGauge® / USRFSB v2.8 Page 2 of 4 CEILING # Ceiling Type R -Value Area Framing Fraction Truss Type 1 Under Attic (Unvented) 30 1386 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. # Omt Ad'acent To Wall Type Cavity Width Height R -Value Ft In Ft In Area Sheathing Framing Solar R -Value Fraction Absor. 1 N 2 E 3 S 4 W 5 N 6 E 7 S 8 N Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul 5 49.3 5 32.7 5 49.3 5 32.7 5 38.4 5 32.7 5 38.4 5 32.7 10 493 ft2 10 327 ft2 10 493 ft2 10 327 ft2 10 384 ft2 10 327 ft2 10 384 ft2 10 327 ft2 0 0.75 0 0.75 0 0.75 0 0.75 0 0.75 0 0 0.75 0 0.75 0 0.75 DOORS Omt Door Type Storms Width U -Value Ft Height In Ft In Area 1 2 N N Wood Insulated Wood Metal 0.2 7 0.46 7 3 21 ft2 3 21 ft2 WINDOWS # Ornt Frame Panes NFRC U- Factor SHGC Storm Overhang Area Depth Separation Interior Shade Screening 1 N 2 E 3 S 4 W 5 N 6 E 7 S 8 S Metal Metal Metal Metal Metal Metal Metal Metal Low -E Single Yes Low -E Single Yes Low -E Single Yes Low -E Single Yes Low -E Single Yes Low -E Single Yes Low -E Single Yes Low -E Single Yes 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.41 N 0.41 N 0.41 N 0.41 N 0.41 N 0.41 N 0.41 N 0.41 N 65.6 ft2 1 ft 0 in 2 ft 0 in 84 ft2 1 ft 0 in 2 ft 0 in 108.5 ft2 1 ft 0 in 2 ft 0 in 36.5 ft2 1 ft 0 in 2 ft 0 in 55.5 ft2 1 ft 0 in 2 ft 0 in 59.5 ft2 1 ft 0 in 2 ft 0 in 55.5 ft2 1 ft 0 in 2 ft 0 in 29 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None Drapes/blinds None INFILTRATION & VENTING Method SLA CFM 50 ELA EqLA ACH ACH 50 -- Forced Ventilation -- Supply Exhaust Terrain/Wind Run Time Shielding Best Guess 0.00030 1912 105.0 197.4 0.255 4.72 0 0 0 Suburban / Suburban MASS Mass Type Area Thickness Fumiture Fraction No Added Mass 0 ft2 0 ft 0.3 3/23/2010 11:02 AM EnergyGauge® / USRFSB v2.8 Page 2 of 4 Building Input Summary Report COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 19.25 36 kBtu/hr 1080 cfm 0.75 False 2 Central Unit None SEER: 12 24 kBtu/hr 720 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 34 kBtu/hr False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Credits 1 Natural Gas 0.83 1 gal 50 gal 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U -Value Surf Area Exch Eff Pumped Energy DUCTS -- Supply - -- -- Retum - -- Air Percent # Location R -Value Area Location Area Number Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 4.2 40 ft2 Attic 20 ft2 1 Default Leakage Interior TEMPERATURES Programable Cooling Heating Venting Thermostat: X Jan )C Jan X Jan Y Feb Feb Feb X Mar 'X Mar X Mar Cei Apr Apr Apr ing Fans: May May May N Jun LX Jun X Jun Jul [X� Aug Jul [X] Au[X] Jul [[[[�[X]] Aug XX]] Sep Iii Oct Nov Sep [X] Oct [X Nov [[�X]] Sep [LXX]] Oct [[�X]] Nov Dec Dec Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/23/2010 11:02 AM EnergyGauge® / USRFSB v2.8 Page 3 of 4 Building Input Summary Report APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Schedule Type 1 2 Hours 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM % Released: 100 PM Annual Use: 0 kWh/Yr Clothes Washer AM % Released: 60 PM Annual Use: 0 kWh/Yr Dishwasher % Released: Annual Use: Dryer % Released: Annual Use: AM 60 PM 0 kWh/Yr AM 10 PM 0 kWh/Yr Lighting AM % Released: 90 PM Annual Use: 2399 kWh/Yr Miscellaneous AM % Released: 90 PM Annual Use: 4623 kWh/Yr Pool Pump AM Released: 0 PM Annual Use: 0 kWhYr Range % Released: Annual Use: 0 kWh/Yr AM 100 PM Refrigeration % Released: Annual Use: Well Pump % Released: 0 Annual Use: 0 kWh/Yr AM 100 PM 775 kWh/Yr AM PM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Peak Value: 0 Watts 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Peak Value: 0 Watts 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Peak Value: 0 Watts 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Peak Value: 0 Watts 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Peak Value: 783 Watts 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Peak Value: 848 Watts 0 0 0 0 1 1 1 1 Peak Value: 0 Watts 0.057 0.057 0.057 0.057 0.457 0.343 0.286 0.4 Peak Value: 0 Watts 0.85 0.78 0.75 0.73 0.88 0.85 0.85 0.83 Peak Value: 106 Watts 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 Peak Value: 0 Watts 0 0 0 0 0 1 0 0 0 0 0 0 0.057 0.114 0.171 0.571 1 0.857 0.73 0.73 0.75 0.75 0.88 0.95 1 0.98 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 1 0 1 0 0.286 0.343 0.343 0.343 0.4 0.429 0.286 0.229 0.171 0.114 0.8 0.8 0.8 0.8 0.95 0.93 0.9 0.85 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 3/23/2010 11:02 AM EnergyGauge® / USRFSB v2.8 Page 4 of 4 Page 2 of 2 Legend of Survey Abbreviations A Are Distanp A/C (C) hladated CB CL Clear C/L ENC Encroachment ETP RP Found Iron Pipe FIR OH Overhang ORB Official Records Books PB Piet Book PC Pant of Curvature PA. Property Lie MB Pant of Beginning UP Utility Polo WM Water Mater T Tangent LME Lake Mdnl. Easement Air Conditioning Pad Catch Basin Ceder Line Metric Transformer Pad Found Iron Rod Notes • OCR Broward County Records CBS Concrete Block Structure CONC Concrete FD Found (M) Measured OUL Overhead Utility Lies PCC Point of Compound Curve POC Point of Comrencnent A Central Angle AE Anchor Easement BLDG CH DE FH NOD P PO PRC PT 0/S Building Chord Distance Drainage Easement Fire Hydrant National Geodetic Vertical Dalum Plat Page Point of Reverse Curvature • Point of Tangency Offset R RAD RAT SEC SCR Radius Radial Right aWay Section Screened SIP Set Iron Pipe SWK Sidewalk UE Utility WM Bata Meter a) All Clearances and/or encroachments shwon hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. b) The issue of this survey is only for the exclusive and specific use of those persons, parties or Institutions shown in the certification. Any other intended use will require written approval from the certifying surveyor or firm. • • c) Code restrictions and title search are not reflected on this survey. d) Underground utilities and encroachments, if any, not located. e) The flood information shown hereon does not Imply that the referenced property will or will not be free from flooding or damage and does not create liability on the part of the firm, any officer or employee thereof, for any damage that results from reliance on said information. f) The lands depicted hereon were surveyed per the legal description and no claims as to ownership or matters of title are made or implied. FLOOD ZONE; X FLOOD INFORMATION; Community Number: 12 0 6 5 2 Panel Number. 12086C0306 Suffix: F.I.R.M. Index Date: Base Elevation: L 7 -17 -95 Not Available Bearings, if any shown based on (reference) • CERTIFIED TO: Guaranty Trust and Title,. Inc., N.A. and Stewart Title Guaranty Paul Majoros. and PROPERTYOF: Mildred Majoros, Paul Majoros and Mildred Majoros, Wells'Fargo Bank, Company. 601 Grand Concourse, Miami Shores, Florida 33138 NOT vALID WRNOUT Tiff SIIVtATURH 1ND THE ORI0a M. REUIED oaAL OT FLORIDA LICENSED suavcioR !?: +atAPPZR A BOUNDARY SURVEY 1 hereby certify that the survey represented hereon Deets the minimum technical standards set forth by the Board of Land Surveyors In chapter 1110174 Ftorlda Adminlstrative Code pursuant to Section 472.027 Fla. Statutes. There are no eperoach ments, overlaps, easements appearing on the Plat, other than as shown hereto LANNES AND GARCIA, INC. L.B. #2098 Surveyors - Mappers -Land Planners FRANCISCO F. FAJARDO #4767 Ernesto E. Espinosa #2946 •Office Address: 359 Alcazar Ave, Coral Gables, FL 33134 (305) 666-7909 (954)523.8683 FIELD DATE I SCALE DRAWN BY DRAWING NO 6-1Z-00 122649 9 -21 -09 Recertified, Certirted To, Name and Flood Info Revised. 4,--/ — 2009 E-16,4097,41240,/ d'Atiel) 74,017g2 1947 215533 1 Page 1 of 1e o) CO 3 I 1-.4 • q trk 3r O • © w 49/x' !u' 6064770N M4R This property described as: Lot 13, and the West 20.00 feet of Lot 14, B OC 103;', AMENDED.S PLAT .OF MIAMI SHORES SECTION NO. 4, according to the Plat thereof, as recorded in Plat Book 15, Page 14 of the Public Records of M /4#1 - Dade County, Florida. PROPERTY Of: Paul Maj pros and 6 01 Grand Mild 'ed- Ma:I°roe., NOT VALID v.:mm(7 npEStGNATURE arse THE otut;tnA(. RAISED SEAL PE 1.1.01t10/1 Lin:MAD titIRVEYI A BOUNDARY SURVEY 1 hereby certify that the survey repee- semed hereon meets the minimum technical standards set forth by the Board of land Surveyors in duple? 61C17 -6 Florida wive Code pursuant 'to Section 472.027. FIa. Statutes. There are no overlaps. easement: the Km thsnJs' Concourse, Miami Shores Florida 33138 LANNES AND GARCIA, INC. LB. #2098 • SURVEYORS-MAPPERS-LAND PLANNERS FRANCISCO F. FAJARDO #4767 E.. C- srINoA * Z99c. Office address: 359 Alcatar Avenue. ('oral Gables. Florida 33134 (305)666-79U9 (954) 523 -8663 FIELD DATE 001/ OP 9 -21 -09 Recertified, Certified To, Name and , 7''7 SCALE DRAWN 13Y DRWG. NO °�° ,�,�. 122649 ood Info Revised. _17 7 215533 r . AY'S �/ /e/,€4 1i7�- t'�rrf' LECTRICAL ��/ �`�do ®�e �'f�m �� 2023 Opa -Locka Boulevard, Miami, Florida 33054 ElUPPLIES. INC. Phone: (305) 688 -7133 • (305) 688 -6334 • Fax: (305) 687 -2235 2 �,Sz- 3 j), Ti i -A4 F'P A:-.7 'z 4 P/ c- 1 t2, csS /.� /cA- a ( o edvit-vv-10, /cu t 1 1 1 l CD4voei 4 -,fv1C !o Priew zo A, 2.70 l% 0 fic c r/E)47 Con/P/N 28o )c Zoo �0 n fPrzopF, e9— zo X Zvi • • • X76 k cA 3000 /c° 657-4 et-e-- AZ 02_64D DEG= 3 2/o tv cia -�' ,p�'""' VALTY RAYMORE MV C ;'! 1 SSION #DD888914 / � a : Arne 19,2013 yi Fl. ;,�., Discount Assoc Co. ©o 0 ✓/r'c.� (cc y., R AY'S LECTRICAL ra1PPLIES. INC. 1494/dite, 2023 Opa-Locka Boulevard, Miami, Florida 33054 Phone: (305) 688 -7133 • (305) 688 -6334 • Fax: (305) 687 -2235 1st S logy 0.1--Pv it)>Orty et9A,196-ssetez .1 9 1T ,c `Z2f 3oxer /X ,hL •••• ▪ • lava /-�••••• ... .•. •••••. ••••• • • • • JAI- ,T.5 2ti:2, 4;1 w* .• :••• • •••••• • • • • • •• • • :••i'i•V•v »tei • lDece) .Q.- L t g-e-c T / 'Lc v O/ 'mo etroi_j • ) 3 1-01/7:_r P /e-e reo® /e 1 /1/C-. C764,y( 5Se t 079- -- /9/c/Ps X z 0 d w 0 /7- 2-34 V .58 .2V '""t V;, LTY RAYMORE OM ilSSI0N # DD888914 "44a. - `• a 4 11RES: June 19, 2013 t-soo- / • 'Notary Aiswunt Assoc. Co. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology I rive, Nokomis, FL 34275 S COPE: MMI -DADE COUNTY, FLORIDA MEMO -DADE FLAGLER BUILDING SVFLAGLER STREET, SUITE 1603 l' MIAMI, FLORIDA 33130 -1563 05) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the Al-11 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by 1vIliarni -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005-1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, X`; doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per IBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followeol by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07-062910 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 'r , PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SiTB1V1ITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sideli te- Impact ", sheets lthr iugh 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per F13C, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No 19 TL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULA'1ItNS 1. Anchor verification and compar. ltive analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by POT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. OS- 1208.02 issued to "J ::.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 1.144.4 Ishaq L Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 - 2901 FAX (305) 372 -6339 - www.maimidade.gov /buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by The Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "0" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami - Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement. Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAHI DADE COUNTY NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05 /10 /05,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 - 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Re.. t No. FTL 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control xami er NOA No. 08- .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12 /11 /10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th Aluminum Casement Window — L.M.I., approved . 0 / 3/06, exp E -2 - ies C -740 5/22/08. Manuel P • Y.E. Product Control Exa . iner NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SI3ITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.corn This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RA'Z`ING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA, 4/ 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per BBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per PBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per. FBC, TAS 202 -94 2) Large Missile Impact Test per PBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Flung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per PBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) E -1 Manuel Per:f, P. Product Control Ex:nall •:er NOA No. 07-0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT 'i'.ED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. TL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per IBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) E -2 Manuel Per • , ' E. Product Control er NOA No. 07- ..22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per F13C, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per.H3C; TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. - (Submitted under previous NOA #05-1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12118/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER. 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E -3 anueI ' .. P.E. Product Contr . ner NOA No. i 1.22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 BUILDING CODE COMPLIANCE O1Nr ICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and - other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR-710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127.10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. rTERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUI3 IITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. 'PESTS 1. Test reports on: 1) Large Missile Impact Test per BBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings-and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94- _ 2) Uniform Static Air Pressure Test, Loading per NBC 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per PBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Per Product Control Ex ; 1,4r NOA No 07 -0' .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'T'ED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02- issued to E.I. DuPont DeNemours for "DuPont utacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated. 05 /22/2003, expiring on 04/14/2008. F. STATEMENTS L Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. - Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control Exa NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 IUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE_ OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34775 SCOPE: T}, is NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AIIJ (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 rnanufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. _ - This product is approved as described herein, and has been designed to comply with the Florida Building Code, including IIigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7 /14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width- 3.75" and /or=Height - 3..75 ". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral ''in Frame) into wood substrate is rand max. OC spacing is 5". 3. The anchor installation shown is applicable without geographical limitation. LABELING• Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERiMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI -DADE COUNTY, FLORIDA _ _ METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMl, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.mismidade.gov/buildingcode MIAM,DADE COUNTY 'APPROVED NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7 /14/03 and last revised revision "B" on d ated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07-0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME -1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex MG Clear or colored Interlayer ", expiring on 05/21/11. 2.. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite ® PVB ", expiring on 12/11/2010. E: STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. keA4e \ . L(041K !shag 1. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 E -1 t COUrf�l'�1!; BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The - Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. IDES CRIPTION: Series 1 "X Heavy Wall Aluminum Tube Clipped Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7; dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance numbe: and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and folloN. ing statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATI+ +N of this -NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04- 052'6.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 06- 0125.07 Ob Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04 /28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, I AS 203 -94 - along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a 1 x 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94. 2) Large Missile: Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a lx 2 x 3%4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F"TL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo; P.E. "Submitted under NOA # 04- 0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER I. Notice of Acceptance No. 08- 0528.05, issued to PGT Industries for their 1" x Heavy Wall - Aluminum Tube Clipped Mullion, approved on 07/15 /2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 NOTES: OtJTSWING IMPACT FRENCI I DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. x.402 ") CONSISTING OF (1) LITE OF 1 /8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 P\ /E3 INTERLAYER OF DUPONT BUTACITE CE i SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LIT E OF 3/16 HEAT STRENGTHENED GLASS. C. 7/16" LAM! NOM. (.4651 CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLLXIKEEPSAFE MAXIMUM PLUS (1)-CITE OF 3/16" HEAT STRENGTHENED GLANS . D. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .000 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEE"I THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CI EAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05, •ANSI /AF&PA NDS-2005 FOR WOOD C :ONSTRUCTION AN!D ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE. FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. P. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E C', SHEET 5), IS REWIRE') ONLY A I' ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REF F_ R 7 7 TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQ )1RE ITEM 22 REINFORCEMENT. 1�\ INT. - 3/16" HEAT STRENGTHEND GLASS - -- EXTERIOR f 1/2" GLASS BITE EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OFc SAFLEX/KEEPSAFE MAXIMUM Ravad By: F.K Rov-W-0,y: F.K. [Arran fly. F.K —�+ .402 3/8'' LAMI NOM. GLAZING OPTION A OR 13, NOTE 1 Dee: S/1dr07 1'.Ma: 8r14)07 222/07 B C1 ARIf -YFXI. OF GLASS, OVERALL 7f1CKNESS AND GLASS 131TE. 13' 'f� " ADD GLASS 6171: DIM. To GLALING Lai TAI? 5, ADD GLASS DEC. MK., REV1: A NOTE 1, CLASS DESCRIPT. & ADD NOTE P. Chevkad By: Deo: J.J. 6/21/07 EXTERIOR 1/2" GLASS BITE A EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS 1070 TECHNOLOGYDR /VE NOKOMIS, FL 34275 P.O. SOX 9525 NOKO11913, h1.34274 .465 n 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 L. Vi sfb& .Better NOTES AND GLAZING-DETAILS • TRb: ALUM. FRENCH DOOR SIDE LITES, IMPACT FD101 I IX 1 1 yr 10 1.1005-1 NOA DFAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SE=CTIONS 4 HORIZ. SECTIONS 6 PARTS LIST 6 EXTRUSIONS 6, 7 • ANCHORAGE 8 -10 Approved as complying with the lorjth l)u :uinp, Code Date ck44.4 /6 7.4247 _ NOAP cs2-�cy C Zvi • - Miarhi Dadr Product Control . L Robe t L. Clark, P.E. PE 1139712 Structural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS & APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LEIS PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOOR F \MTH CLASS TYPES E, C OR D X WIDTH )07 WIDTH - /833I4" 873/1" 91 3/4" 8° - 95 3/4" a 37 1/2" 6° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 -75:0 +75.0 -75.0 p SINGLE SIDE LITES WITH GLASFTWI3E A 27 3/4" -75.0+75.0 - 6 8 - /9 34" +75.0 +75.0 +75.0 75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 SINGLIDE LITES WITH GL/SS TYPES B, C D +75.0 -75.0 mom 36 3/4" -75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR I SIDE uirs ONLY A APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX& OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) . REINFORGEMENT IS NOT REQUIRED AT DOOR (1,. SIDE LITE. CONNECTION GLASS TYPES C OR D HE/CHI XX VV1DTH - 79 3/4" 70 - 83 3/4" 87 31." 40 47 3/4" -58.6 +55.4 X WIDTH 2° 251/2' 27 1/2" 29 1/2" •2:a 31 1/2" +58.6 51 3/4" +54.9 -54.9 +51.8 55 3/41 +51.7 -51.7 +48.6 50 59 3/f +49.0 -49.0 +46.2 28 33 1/2" 54 63 314" ±43.1 -43.1 +43.1 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -55.4 +52.4 +49.0 -51.8 -48.8 -46.2 -43.1 -38.1 3° 37 1/2" 6° 71 3/4" SINGLE 0 WIDTH SIDE LITE 10 3/4" +75.0 -75.0 +34.0 -34.0 -34.0 -52.4 +49.8 -49,8 -49.0 +46.5 -46.5 +46.1 -46.1 +43.8 +43.6 -43.6 +41.4 5 +39.3 +37.5 +41.5 +38.1 -41. -38.1 +34.0 GLASS TYPES A, B, C D +75.0 -75.0 +75.0 -34.0 -75.0 +34.0 +75.0 -43,8 -41.4 -39.3 -37.5 4-47.4 +44.3 +41.6 +39.3 Revsi Dsi.: -47.4 -44.3 -41.6 -39.3 +37.31 -37.3 -34.0 +35.6 -35.6 +34.0 NOTES: . GLASS TYPES: A. 3/8' LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/5" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 0. 7/16" LAMI (3/16" HS, .090 F'VB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OXVX0 WIDTH = 73 112" MAX. OXO WIDTH = 109 1/2" - MAX. XXO/OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B I-ROM TABI 1. OXXO WITH GLASS TYPE A 68" WIDE x 05" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE +70.4 / -70.4 PSI' EX. C FROM TABI.E 2. OXO WITH GLASS TYPE C :30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF -34.0 +75.0 -75.0 12 3/4" +75.0 -75.0 19" +72.4 -72.4 21 3/4" +64.5 -64.5 +75.0 +68.5 +61.0 -75.0 +75.0 -75.0 +75.0 -68.5 +65.0 -65.0 +61.9 -61.0 +57.8 -57.8 +55.0 -75.0 -61.9 -55.0 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 36 1/8" +35.2 -35.2 +35.2 -35.2 36 3/4" myesd 1,1/463: Re.,49iores: -35.2 +35.2 -35.2 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +75.0 -75.0 +59.0 -59.0 +52.4 -52.4 +42.6 -42.6 4-34.4 -34.4 +34.0 -34.0 /\6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH '"--" REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL. 14th: REVISED rAea 2. DESIGN PRESSURES AND atARIRED NON- RE INF. VERSION 1070 TECHNOLOGY DRIVE F.K. 8118/07 B COMBINE GLASS TYPES MAX SIZES INTO NOTES 8 ADD NOTES 5 fld Ety: REVISE NOTE 1,2 & 3. ADO NOTATIONS 70 TABLE 1AND2. NOKOM/S, a 34275 Drawn By: Data: IChaabad Dow F.K. 2/22107 J.J. P.O. BOX 1529 F.K. 8/14/07 A REDUCE MAX. Sta DESIGN PRESSURE AND ADJUST. A1.1. DPS FOR TABLE 2 6/21/07 L NOKOMIS, FL 34274 Dtaotra'an: DESIGN PRESSURES , To.• 1St Visibb. Better ALUM. FRENCH DOORA SIDE LITES, IMPACT Dnaaino 11005-1 toix4fectte PD101 Ix 2 10 Appti,v cd Complying svitli tbe Floridal3u:Ong Code NOMLL:2 Miami Dade Product Control DiviAoti . / th r ( • ) I I Robert E. Clark, P.E. PE #39712 Structural 73 1/2" MAX. 36 3/4" MAX. SEE NOTE 4 PX OR XO 0 37 1/2"_ MAX. X NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', 'OX', 'OXO "XXO', '0XX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR DOOR WIDTH /2 - 4.079) t 95 3/4" MAX. HT. TYP. 84 3/8" MAX. DLO TYP. SAD L 363/4" -- SEE - MI�X. NOTE 3 109 1/2" MAX. -- 36 3/4" MAX. SEE NO I E 4 71 3/4" MAX.- - - - 24 9/16" MAX. DLO (TYP) oxo J XX -SEE NOTE 4 _36 3/4" MAX. 33 5/8" MAX. _. DLOt(IYP.) 36 3/4" MAX. 143 3/4" MAX.- SEE NOTE 3- 36 3/4" MAX. 95 3/4" MAX. (TYR) X ACT. 1 X!!NACT. 0 SEE NOTE 4 95 3/4" MAX. (iYP.) 84 3 /8" MAX. DLO (TYP,) SEE NOTE 4 DOOR /�� DLO HEIGHT = HEIGHT -11 3/8" Jb� DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH /2 -11 5116" SIDE LITE n� DLO HEIGHT = HEIGHT -11 3/8" Jul DLO WIDTH = WIDTH - 31/8" Reval t3y: R�vad fiy.' Daly: F.K 0/18107 T:,nvsi B }^ D : F.K. &'14/07 Dorm.) By. Da* F.K. 2/22/07 CORRECT VERTICA' DLO/ D FOf MtJLAS ADD DLO FORMULAS FOR DOOR AND 310E UTE. ADD DOOR DLO DIM. IDENTIFY DEAD BOLT AND SPECIFY X' ACT. AND 7C'/NACT. 6/21/07 1070 TECHNOLOGYDRIb ' NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 Visibly Better o.■c ELEVATIONS ..... o7_,a ( :. ALUM. FRENCH DOOR & SIDE LITES, IMPACT eartsaf idd.: Scat: — FD101 HITS 3 N 10 F;ar. 11005 -1 B Robert L. /Clark, P.E. PE 439712 Structural INTERIOR MAX. L'OOR _ HEIGI-I DOOR SECT. AA VERTICAL Fwd Dabv: IRsvions: 61 dF INTERIOR MAX. CIDE LITE HEIGHT Rovsd By: Doty: 14.0148i^,It' F.K. /i87 L NO CHANCE MIS SHEET. fiord By; "Ja: tIsidactrx F.K 8/14/07 A SHOW DOUBLE HOLLOW HEAD SECTION AT CORAIFR ASSEMBLY aux n By: la, 0: Ghocked F.K. 2/22)07 J.J. 6/21/07 SL SECT. B-L, VERTICAL 1070 TECHNOLOGY DRIVE NOKOMIS, a 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Eerier CLEAR COLORED SEALANT u 6,) VIEW G-G CORNER ASSEMBLY Approved as eompling with the Florida 13uiding Code Miami Dade Product Control I LI% .I 0 / /1 , .7 Dcospcar i '. 1.1' I EXAMPLE ELEVATIONS 11 •J 71 1 i'i , It' .S.o' 7,1od ALUM. FRENCH DOOR & SIDE LITES, IMIMCI Robert L Cbrk, P.E. FD101 ir....4: ish.,,c 1/2x 4 a 10 Lo,,,,,,ng NA 110054 I El PE #39712 Structural MAX. 'XX' WIDTH— I MAX. DLO MAX. 'X' WIDTH )0C1 SECT. CC HORIZ. MAX. SL WIDTH- MAX. DLO SECT. 11-1-D HORIZ. f.';PACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) L MAX., I - DLO Rd Sy: Rovad Sy: F.K F.K Damn By. F.K. Rovedoos: SL SECT. EE HORIZ. (DOOR W/ SIDE LITE) 8/07 8114,07 2/22107 ra$*kers: 17.143bra: A Chtckad Ey J.J. SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 &2 FOR APPLICABILITY 110 COANOE TIM SHEET. ADD 'DOOR W/ SIDE life TO S.FCnON E-E1 SINGLE ME LITE" TO SECT. FF Detke 6/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better INTERIOR EXTERIOR SL SECT. F-F HORIZ. (SINGLE SIDE LITE) Dcoo.V.-rt VERTICAL SECTIONS T.ea ALUM, FRENCH DOOR & SIDE VIES, IMPACT Foioi scHwAimw. 1/2x 5 a 10 J 11005-1 B Approved as complying with thc Florida Dimling Code Date C)C-T 1 206 tiOAM Miami Dadc Product Control q Robert L iark, P.C. PE #39712 Structural ITEM DWG PGT# -- 943B 60411 1 2 1010 80300 3 7070 67070K 4 955 7955X 5 938 6 956 8 '995 7 9 996 10 952A 6533016 11 11000 011000M 12 1670 671670 13 11004A 611804M 14 11001A 411081A 15 11002A 411002A 16 11003A 411003A 20 915D 60380 21 1010 60300 22 6608 23 1140 24 1048 25 930 26 |11Y8 7938X 7956A 7832X121 PXP 70995 70996 66608M J3 71048 41721N DESCRIPTION FRAME HEAD INSTP.,Q, LON .190 X.375 HIGH BULB WEATHERSTRIP RST0P. 1U 7X.30OHUGH 2 PT L0CKS7R!KEPLA7L FRAME HEAD C}RIKEP BACKING P LAl E #8-32 X .600 PH. FL. MS - S.S. V/8|L|CONE PATCH T CH GASKET (BETWEEN THRESHOLD &FR/NLJAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FJLLER HEAD ADAPTER V8TP`.35URO FOAM FKll-SLC7 URY#3201 i ) OUTSVVING THRESHOLD CHANNEL CO'JER ACE7AL SPACER .UGS(|NH[USEINJECTION MOLDED) ACETAL SPACER .805U0HOU8E INJECTION MOLDED) ACETAL SPACER .i4UONHOUOE INJECTION MOLDED) FRAME JAMB (OUTSWING) VVSTP.,Q-LON .190 X.375 HIGH - REINFORCEMENT, 1.000 )2.750 )0.850.6061'T5 #8>(1.500PHSQAT/8 .IAMB SCREW COVER CAP STRIKE PLATE INSERT --- --' #10X.75OPH, FL.Gy08 27 00 30 91UD 6910 31 011E 6911 ----17 17FRk8O 33 1178 71058FPVV'B 34 913A 80378M 35 1130 6TRODA 36 990 7090NUTA 37 914A 00379M 39 997 70997 40 1023 67924G 41 928 41720 42 1145 76X12FPAN/ / 43 1212 |7P30GG 44 983B 6983 45 984B 6984 BULB WEATHERSTRP.187X.30OHIGH DOOR PANEL, TOP & BOTTOM RAIL DOOR PAWL, SIDE RAIL HINGE EXTRUSION #1OX.r,!S PH. FL. SK4S TRUSS CLAMP 5/1O48 THREADED ROD 5/16-18 FLANGED HEX NUT WEATHERS1RIP CHANNEL GASKET (BETWEEN PANEL HEAIJ/SJLL PANEL STILEST SLIDE BOLT A8GY. (INACTIVE PANEL ONLY) #6 X.500 PH FL SMS TYPE BDS SILL DUST PLLJG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 (OUTSWJNG) DOOR PANEL ASTRAGAL 2 (OUTSVVING) VV3TP,0.-LUNj8OX.2UOHIGH LOCK SUPPORT ASSiN1707&4170Q #8X.75O PH. FL. SK;G 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL. INSERT (INACTIVE PANEL) #10 X.750 PH FL. SMS HANDLE STRIKT PLATE #10 X.750 PH FL, SIvIS 46 1213 60200K 47 929 74UBI OK 48 1139 7634F 49 982 FD2PTAY 50 6R180FS 51 930 41721 52 931 7FRSPX 3 1118 710X34PFA 54957 70957X 55 1118 710> '(.34PFA liorsci By ITEM DWG PGT# DESCRIPTION 60 920D 8920D SIDELITE HEADER 61 921D 0921 S|DELFRE SILL 916B 60381 SIDELITE JAMB "8 1155 781POA 000 QUAD PN. SMS 64 098 7998 HEAD GASKETS (STOCKING #70998) 05 988 7009 |SILL GASKETS (STOCKING #78SS0) 86 934A 61641M SJDELI[E JAMB ADAPTER 67 #12X1.000 SHEET METAL SCREW 70 712653K SETU|NG BLOCK, 3/32")(1/4"X1^W/P8A 7i 71267K �;E77lNQ BLOCK, 1/18" Xi/2" X1" VV/PSA 72 4222A 64222 BEAD, 7/16" 73 988 6888 BEAD, 3/8" 92 886 64986 BEAD, INTERIOR 93 1224 61P247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 ---'GLASS, 3/8"LAk0}-1/8^/\..90PVB,8/18"H3 86 GLA3S, 3/8" LAMI - 1/8" HS, .90 PVB, 3/18" HS 97 GLASS, 7/16" LAK8|-3/1G"A, .90 PVB, 3/16' HS 98 GLASS, 7/18" LAMI - 3/16" HS, .90 PVB, 3/16" HS 102 11006A 141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF-THE SHELF DEAD BOLT LOCK .650 �| ��H �_� �—___' u .360 055—�=—��°— OUTSWING THRESHOLD CHANNEL COVER 6063-T6 1.000 NO Ci LANGE SHEET- ammEMmoDEAD BOLT ND 'INACTIVE PANEL ONLY" mn0,1w 1970 TECHNOLOGY DRIVE 1VOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Visibly Better PARTS LIST TIM ALUM. F7��,1CH SIDE L TES M4P4CT reh:ar1c1,51..1.1 F0101 1/2x 6 a 10 Crtarlav 1.kt 11005-1 ^= B Approved As compiyi,ig wth, Florida Butxling Code 1%4611;1i DlIde Prodoct Control Div slon BY [//��(� 4/ Robei L. Clark, RE. PE B39712 Structural ' 4.676 4.000 DOOR PANEL 30 TOP & BOTTOM RAIL 6063-T5 rr 1.400 1.272 4.726 4.100 .062 3.655 3.111-4- 1.55o .050--44-- FILLEI HEAD ADAPTER 6063-T6 3.000- .050--t FRAME HEAD 6063-T6 .050 .079 .489 3.000 OUTSWING THRESHOLD 6063-T6 1 1.489 1 f4 By; Ficss,d agy=for F.K Damn By F.K. Part-x.1/4,nm* DOOR PANEL SIDE RAIL 6063-T5 r_ 1.600H .1251 4.726 .750 TRUSS CLAMP 6063-T5 4.100 (44 6.085 5.459 DOOR PANEL INTF.RIOR ASTRAGAL 6063-T5 --.558 .683 3.100 SL HEADER 6063-T6 3/8" GLAZING BEAD 6063-T5 1.479 .075 .075 4 .750 Lctp 4.675 A .062- 4.726 4.100 DOOR PANEL EXTERIOR ASTRAGAL 6063-T5 .683 JL -.050 72) 7/16" GLAZING BEAD 6063-T5 4.586 5.212 3.100- SL SILL 6063-T6 3.000 .050 -.050 2.125 DOOR FRAME, 6063-T6 JAMB .125 1 1.620 WEATHER STRIP CHANNEL 6063-T5 0.375 SL JAMB 6063-T6 • 3.000 SL JAMB ADAPTER 6063-T6 11"107/07 Do* 8/14,V7 Date: 2122107 fontemsse NO CI LANGE 1103 SHEET. ADO 7XY0T?" TO HEM 20 GLASS BED DIM, TO HEMS 30, 31, 44, 45 & 6&1/07 1070 TECHNOLOGY DRIVE NOKOA113, FL. 34275 P.O. BOX 1529 NOKOMIS, R. 34274 Visibly Better EXTRUSION PROFILE ALUM. FRENCH DOM.& SIDE LITES, IMPACT HINGE 6063-T5 Approved as corapl■ing vith the Florida lionling Code te_sLe.---_Lik_4_7C0.7 e,7-- Miami bade Product Control Divislop Dra9h FI1101 1/2x 7 a 10 110054 A 1 ; // g -1 • Ro z art L. Clark, P.E. PE #39712 Structural JAMB ZONE "B'° JAMB ZONE "A" HEAD • \ZONE "C � X w z O to SILL - I ZONE "0" SEE TABLE 3., SHT. 9 HEAD f -ZONE HEAD HEAD ZONE "0"--1— ZONE "0"--1 w 0 rn HEAD HEAD ZONE "F" - ZONE f OXO ZONE P ZONE -F- ---t-ZONE- SEE „E„ SEE TABLE 7, SHT. 9 E' NOTES: SILL SILL ZONE "0" ZONE "D" SEE TABLE 4., SHT. 9 • O N cn 111 0 to HEAD -ZONE "E„ SILL I ZONE "E SEE TABLE 5., SHT. 9 HEAD HEAD HEAD ZONE D "ZONE "F Z ONE f /\ / \ .-4-1, JL — 04---y* \ \ \ \ JAMB ZONE "B" /XXO OR OXX \\ \\ 1 \ /, , \/ 1 SILL SILL ZONE �'D" ZONE "F " —• ZONE --I SEE TABLE 7., SHT. 9 !D w 0 N to w 2: 0 cr HEAD ZONE "D" HEAD ZONE "E" XO OR \\ OX JAMB ZONE "B" SILL. \ SILL j ZONE "D" ZONE "E" SEE TABLE 6., SHT. 9 HEAD_ HEAD HEAD -ZONE I�ZONE D ,, ( -ZONE "P'i ZONE -1 ^ —r, J. n ti- --?:+t 1 / / /oxxo .-4-1, JL — 04---y* \ \ \ \ X- -- <0. m I 0 < ", — t, „ „ L ZONE -1 f ZONE r SILL SILL SILL "E„ ZONE_ F ZONE : „E„ SEE TABLE 7., SHT. 9 EXAMPLE ANCHORAGE SOLUTION • FOR A CONCRETE OXXO INSTALLATION A. 19 "'x 83 3/4" SIDE LITES "B" AND • "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. Y1 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2.5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT 71 3/4 "W 'XX' DOOR WITH 19 "W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. U.C. FOR CONCRETE): SEE EXAMPLE 0X0{0 A-NCHOFt LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX. 0.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Rafstr, Dowd DY nava/By: FSIC k4 By: F.K. DwalptIon: Palo: 9'18/07 Dote: 8!14107 a Drawn ay. F.K. oat.: 2/22107 A <31=1.d Ry. J.J. NO CHANGE 71-0S SHEET: CHANGE 2O'OR'OX' ANCHOR 2ONCFROM 6'TO'D: ADD A'JCFJCAR7YPES TO SOLUTION. Date: j 6171/07 li 1070 TECHNOLOOYDRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 ANCHORAGE, CONFIGURATIONS Tetkr ALUM. FRENCH DOOR & SIDE LITES, IMPACT So3ta: Shoet oroolna my, NTS 8 w 10 11006 -1 I E3 Vsrbly Better Approved a_ o;,,%::!. •a„ with (Ito Florida iltrialo g Ct le Date C, —i I zoo NOA# c57._„(.2_4 Z !Ya Aliami Uade k'roduet Control Di A ! Gl y p / it, � Robe L. Clark, P.E. PE #39712 Structural TABLE 3. X DOORS Gt ASS TYPES A, B, C, D ANCI'OR TYPE & : , IsTRATE 2,3, WOOD 1 1,2, CONC DOOR WIDTHS - 25.50 37.50 x HT. 25.50 x 79.7 83,7 87.7 91.75 27.50 x 79.7 LOAD ZONS S 0 0 hM tU u S W �zxw x X x X X 5 5 2 7 2 3 5 5 2 7 4 2 3 5 2 7 4 2 3 5 5 2 7 4 2 3 5 6 2 7 4 2 3 5 5 2 7 4 2.1 3 5 2 7 4 2 3 �5 2 7 4 2 3 6 2 7 4 2 5 6 [ 2 7 4 2 5 5 2 8 4 2 3 5 2 8 4 2 3 f:> 2- 814 4 5 6 2 8 4 2 5 83.75 87.75 91.75 95.75 29.50 x 79.75 83.75 87.75 91.75 95.75 31.50 x 79.75 83.75 87.75 91.7 95.75 33.50 x 79.75 83.75 87.75 91.75 95.75 m Q x 4 TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES A, 6, C, D ANCH; TYPE & SUBSTRATL. 2,3, WOOD 1,2, CONC DOOR WIDTHS L_ LOAD ZONES "}0;" - 47.75 TO 71.75 TADLE 5. 0 SIDE LITE GLASS TYPES ANCHOR TYPE & 5Ul3STT2ATE WIDTHS "0" - 10.75 TO 36.75 A, B, C, 2,3, WOOD 1,2, CONC t-O,,,D ZONES T TABLE 6. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X" - 25.50 TO 3;'.50 TABLE 7. OXO, XXO, OXX & OXXO A,B,C,0 2,3, WCX)D + 1,2, CONC LOAD ZONES GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X" - 25.50 1 O 37.50 A, B, C, D 2,3, WOOD 1,2, CONC LOAD ZONES 0 WIDTH x HT. WIDTH x HT. LU m 0 "XX "- 47.75 TO 71.75 SIDE LITE WIDTH x HT. 10.75 x 79.75 83.75 87.75 91.75 95.75 SIDE LITE WIDTH x HT. 10.75 x 79.75 83.75 87.75 91.75 95.75 47.75 x 79.75 4 3 6 3 10.75 x 79.75 4 1 4 83.75 5 4 7 4© 3 83.75 4 1 4 87.75 5 4 7 4© 3 87.75 4 1. 4 91.75 5 0an 2 3 91.75 4 1 4 95.75 4 7 4 2 3 95.75 4 1 4 51.75 x 79.758 4 7 4 2 3 12.75 x 79.75 4 2 4 83.758 4 7 4 2 3 83.75 4 2 4 87.75 5 4 7 4 2_3 87.76 4 2 4 91.75 5 4 7 4 2 3 91.75 4 2 4 95.75 6 4 7 4 3 5 95.75 4 2 4 55.75 x 79.75 5 4 7 4 7 3 19.00 x 79.75 2! 4 4 2 3 83.75 4 2 4 4 2 3 87.75 4 I 2 4 ©I 10 1 Elg 10 �0Q 35.50 x 79.75 6 8 83.756 3 8 87.75 6 3 8 91.75 7 3 10 4 95.75 37.50 x 79.76 6 8 3 83.75 6 8 U 3 87.7510 4 3� 91.75 7 3 10 4 3 95.750 3 10 4 3 Dote: tkm li a&Xit7 Data: 8/94197 Mom by: bete: F.K 2/x/07 Re Jong 83.755 4 7 67.75 G ,� 7 91.75 6 4 7 4 3 95.75 6 4 8 4 3 59.75 x 79.75 5 5 1 8 4 2 21.75 83.75 5 5 1 8 4 2 87.76 6 :5 8 91.75 6 6- 8 95.75 6 5 8 63.75 x 79.75 5 5 8 83.756 5 8 4 3J 5 87.756 5 8 4 3 5 91.75 6 ©Q 4 �U 95.75 MI 10 67.75 x 79.75. : QMI© HMI 0� 7 6 + 0fl 5 71.75 x 79.75 6 5 3 5 6 © 83.75 87.75 91.75 95.75 83.75 87.75 91.75 95.75 6 5 9 4 3 7 6 10 4 3 7 6 10 4 3 91.75 95.75 x /9.75 83.75 87.75 91.75 95.75 27.75 x 79.75 83.75 87.75 91.75 95.75 36.13 x 79.75 83,75 87.75 91.75 95.75 36.75 x 79.75 83.75 87.75 91.75 95.75 7 Ravkk.m. 0 NO CHANGE MIS SHEEP. Ra'iske7;: ADO "ALSO USE W/ TABLE 6 TO TABLE 4., © ". CHANGE' TABLES., HEAD ZONE A C' TO COLUMN REFERENCE. ADD "G5" TO ANCHOR TYPE a Chstztod B�l,: L J.J. 6/21/07 rn m -J a 12.75 x 79.75 83.75 87.75 01.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 2 2 2 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 5 .2 4 2 5 2 4 2 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 21.75 x 79.75 83.75 87.75 91.75 95.75 27.75 x 79.76 83.75 87.75 91.75 95.75 3 36.13 x 79.75 3 83.75 3 87.75 3 91.75 3 95.75 36.75 x 79.75 83.75 87.75 91.75 4 ?.� 4 4 2 4 2 4 2 4 2 4 2OG 4 2 4 2 a 4 4 2 ts0 4 �► 4 2 �©4 2 42 m ©2 4 2 M. 4 2 4 3 u 4 2 4 2 tsi r. 4 2 4 2 4 O 4 5 3 w 5 .3 5 3 fJ 5 3 �o® 4 0 ©© tt 5 6 4 CO 0® 7 5 w- 7 5 w co 7 5 nfi 4 4 3 3 4 3 4 3 4 3 95.75 1070 T7=CHNOLOOYDRIVE NOKOMI , H. ^•42.75 P.O. BOX 1529 &norr 0 12.75 x 79.75 83.75 87.75 91.75 95.75 1 5.00 x 79.75 83.75 4 3 87.7513 91.75 4 95.74 3 21.75 x 79.75 4 3 83.75 4 3 87.75 4 3 0 2 4 2• 4 2 4 2 4 2 91.75 5 3 95.75 5 3 27.75 x 79.75 83.75 87.75 91.75 95.75 a 2 0 u tt O 36.13 x 79.75 6 83.75 6 87.75 7 91.75 7 95.75 7 36.75 x 79.75 6 83.75 87.75 91.75 95.75 ANCHOR QUANTITY WAD ZONE TABLES 7t: ALUM FRENCH DOOR &. SIDE LITES, IMPACT NOKOMIS, FL 34274 Visibly Better sox : scab: It Dr warp hb. nor FOW l NA 1 9 a 10 [ 12005 -1 I E3 APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS S. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved ns co:nplying with the Florida Bidding Code Date rC 20 Mlanil Dude Product Control H iri<i�}n lty_ I r f., /( / ./( 1/I L. Clark, P.E. E#39712 Structural 2X WOOD BUCK, NOTE 2 1 1 3/8" ) _2) MIN. Ei - A 4r EXT 3.4 KSI MIN. 1X WOOD BUCK, NOTE 2 _ 1/4" MAX- SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM MIN. WOOD ANCH.JR ON re7-- STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 11,„ 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK, NOTE 2 1 3/4" MIN E.D. — - • • . EXT. r DOOR HEAD (CONC) 1 3/8" TYPE 1 1 3/4" TYPE 2 ----1/4" MAX, SHIM CONC. ANCHOR, NOTE 1 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1/4" MAX. SHIM 2X WOOD 3.4 KSI MIN. CONC. -- BUCK, NOTE 21 1X WOOD BUCK, NOTE 2 — 1 3/8" MIN. II ----lin" MAX. SHIM - WOOD ANCHOR TYPE 2 OR 3, NOTE 1 EXT. 1 3/4" TYPE 2 (CONC) 3/4" MIN. E.D. UI ---1- • • •:1 3/4" MIN. E.D. DOOR JAMB (WOOD) EXT. 171.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 -1/4" MAX. EXT. SHIM I 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. -CONC ANCHOR, NOTE 1 NOTE 3 1/4" MAX. • 4, .4. 1 3/4" TYPE 2 13/ L t_3.4 KS1 MIN. CONC. DOOR SILL (CONC) 2X WOOD BUCK, NOTE 2 CONC. ANCHOR, NOTE 1 WOOD ANCHOR, Typa. 2 OR 3, NOTE 1 1 3/8" TYPE 1 1 3/4" TYPE 2 CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (GONG) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM- • itutOlffit . .1 3/4" MIN. E.D. T 1 3/4" MIN. E.D. 1.5 KS) MIN. CMU OR 3.4 KSI MIN. CONC. IX WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) SIDE WOOD ANCHOR TYPE 2 OR 3, NOTE 1 EXT. 1X WOOD BUCK, NOTE 2 "---114" MAX. SHIM f 1 3/8' MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) A EXT. LITE JAMB (CONC) CONC. ANCHOR, NOTE 1 EXT. 3.4 KSI MIN. :. , CONC. •:z°: • MIN. E.D. SIDE LITE SILL (CONC) -1/4" MAX. SHIM -1, 3/8" TYPE 1 3/4" TYPE 2 t asto: %Ind 13y: F.K Remo' by: F.K Dramr By: F.K. Dota: 11118,107 Dab,: 8/14/07 Wu: 2122/07 FloYaknx Rtwkdorm: Re-Os:tom A chodsoc113y: J.J. NO CHANGE THIS SHEET. SPEC. TYPE 182 EMBED. ON CONC. DETAILS. SPEC. TYPE 2 $ ON WOOD DETAILS. ADD ANCHOR TYPES TO NOTE 1. Ddza: 6/21/07 1070 TF.CI INOLOOY DRIVE NOKOMIS, FL 34275 P.O. BOX 1523 NOKOMIS, FL 34274 DoxrpSon: ANCHORAGE DETAILS Visib6+ Better ALUM. FRENCH DOOR & SIDE LITES, IMPACT Sol*. Shoot eV4113 FD101 NTS 10 a 10 1,1005-1 B ApprtIVcd 11 'till ale Florida Ilui.ling Code mite r9c7- Z007 NOA# Miami Dude Product Control Divis 4 111 6,77 4/{/' / .,. / ) 41 /I ) 11 Ii Robert L. Clark, P.E. PE #139712 Structural NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LiTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED x 0 GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. _ — B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED CLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. CONFIGURATIONS OPTIONS 4 x 3 x 3 0 x J I' 0 P:k_c x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS - 2 ELEVATIONS 3 -4 DESIGN PRESSURE TABLES 5 -9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1)5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16"1.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED -ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. LOADS B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE: AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 3 -3`3 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 114" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. (DEFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. Revsd By. Dere: Revisions: F.K. 3/25/03 8 Revsd By. Date Revisions: F.K. 7/10/03 C .s Red By. Dale. Revisions: F.K. 6/23/05 D Drawn By Date: Checked By. F.K. 12/17/02 ADD 13/16" I.G. & MOVE GLAZING DETAILS TO SHEET2 NO CHANGE THIS SHEET ADD 76" HT., GLASS TYPES FAND G. REVISE ANCHORAGE. Data: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.C. 130X 1529 NOKOMIS, FL 34274 Descnpl:on: NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Series/Model: CA -740 Scales Sheer Drawing No Rae: NTS 1 w 13 7045 -8 D Itlaitseo PRODUCT :TEN is CO;;"S"i`, ,•u ?!> a''C Mints e3, t t NT4 • :i :c: R ettrla Divis'lr, Lucas A. Turner, P.E. PE #58201 Mechanical A 1/8" ANNEALED OR HEAT STRENGTHENED ---_-{ GLASS ¢. -.090 PVB INTERLAYER I- 1/8" HEAT STRENGTHENED GLASS 5/16" - LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Revsd By F.K. Reesd By F.K. 43 44 Date: 3/25/03 Dale: 7/10/03 L .65" NOM. GLASS BITE 31 13/16" -w-- 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS ,• L NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT - STRENGTHENED GLASS L .65" NOM. GLASS BITE Revisions: B Revisions: C 7/16" LAMINATED GLAZING DETAIL REDRAW GLAZING DETAILS & ADD 13/16" LG. NO CHANGE THIS SHEET Reesd By: Dale: Revisions: F.K. 6/23/05 D ADD 13/16" LAM! LG. W/ 7/16"LAMI & CORRECT 5/16" LAMI DETAIL. Drawn By: Dste: Checked By. Date. F.K. 03/25/03 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS -- 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL ,..1) 13/16" .65" NOM. GLASS BITE 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER HEAT STRENGTHENED GLASS f 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL Visibly Better Desuiprkn, GLAZING DETAILS Tit ALUMINUM CASEMENT WINDOW, IMPACT Bones/Model. Ssise: 5hest. Drawing No CA-745 NTS 2 or 13 7045 -.8 MOW? FAMMO 1 14 1 QS MAYita illy: Lucas A. Turner, P.E. PE t#58201 Mechanical CENTERLINE 1 1/2" —1 1/2" ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS _ (SEE SHEET 1, NOTE 4) • SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 1 4" MAX. I 4" MAX. —� Revsd By Dale: Revisions. F.K. 3/25/03 B Rend By. Dale. Revisions. F.K. 7/10/03 C Revsd By. Dale- Revisions: F.K. 6/23/05 D awn By Date F.K. 12/17/02 SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7" 4" MAX. 7" 4" MAX'. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. —DAYLIGHT -- OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 37" MAX. VENT TYP. I 0 DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. I 4" MAX. 30" MAX. —_— DAYLIGHT >m OPENING N I I I{ 1 I I - I 413" MAX. O.C. I - 1 L 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED • 4 SEE MEETING RAIL DETAIL TYP. (4) 74" MAX. WIDTH 30" MAX. ----DAYLIGHT -•- OPENING / X i SEE MEETING RAIL/DETAIL TYP. (2) +-14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING Io 76" MAX. HEIGHT ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS CHANGE MAX. HT. TO 76 "AND MAX. DLO TO 69" Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 "XX" & "XOX" ELEVATIONS ntle. ALUMINUM CASEMENT WINDOW, IMPACT Vi.slifi.66.1 eBerter Senes/Modet CA -740 Scale. NTS Sneer: 3 of 13 7045-8 Re 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT ±_ 12iol -,fia Eke! 02 t PRODUCT R4:Fr.91r..e3. es epy;;1.54ey 5 E the i Kar:4 2o13 EDiYi ./ l%` �--� t /t//4 Lucas A. Turner, P.E. PE #58201 Mechanical DENOTES HINGE 37" MAX. WIDTH — LOCATION AT HEAD & 30" MAX SILL OF "X" PANELS, --— DAYLIGHT-- TYPICAL. SEE HINGE OPENING '. DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) —HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY Revsd By: Revco By: F.K. Revsd By F.K. Drawn By: F.K. Dale: 7/10/03 Date: 12/17/02 Revision 8 Revisions: C Revisions: D Checked By F.K. 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" MAX 4" MAX. 13" MAX. O.C. 4" MAX. 4" MAX. \N A 69" MAX. DAYLIGHT • OPENING A 76" MAX. HEIGHT L- (- 141/2" MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. —DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL S HT. '3 TYP. (4) 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 13" max.-1 O.C. 4" MAX._ - 4 tt MAX. I L ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 53" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING V A 76" MAX. HEIGHT 13" MAX. O.C. i ( -13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37" MAX. VENT I 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX. HT. TO 76 "AND MAX. DLO TO 69" Dare: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 VJ:s4j .bieBetter 'X', "0", "XO" & "OX" ELEVATIONS rae: ALUMINUM CASEMENT WINDOW, IMPACT Series/Modet.: Scale: Sheet Drevdno hie CA -740 NTS 4 of 13 7045 -8 R PRODUCT T R:.'' EWEID tss eans n ? °.y'r.g '_1 Win?, C ::`.s. E' Hpiseii:sa 0445 i- r, , Btu Min ,e; DadePredutt Cora : l� Divi Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE-1. "X" WINDOWS TEST REPORTS: FTL-3582, FTL-3587, FTL -3729 GLAZING OPTIONS A. 5/16" LAMI "A "HS) "HS,.090,1 (1/8 090,1/8 B 5/16" LAMI (1/8 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8"HS,.090 _ _ 26 31 _. .... 36 38 3/8 43 48 50 5/8 54 57__.. 60 63. 66 69 3 72 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS; NEG -90.0 70.0, -90.0 70.0 90.0 70.0 -90.0 70.0 ; -90.0 70.0' -90.0 A 191/8 ' PUS" NEG 70.0 -90.0 POS NEG 70.0 -90.0 POS NEG 70.0 -90.0 POS NEG 70.0 ; -90.0 POS: NEG 70.0 -90.0 POS NEG 70.0 -90.0 POS; NEG POS s NEG POS 70.0 -90.0 70.0 90.0 70.0 B,E -90.0 70.0 -90.0 70.0 90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 A -90.0 70.0 -90.0 70.0 -90.0 70.0 . -90.0 70.0 ; -90,0 70.0 -90,0 24 70.0 -90.0 70.0 - 90.0 70.0 = -90.0 70.0 -79.9 70 0 -90.0 70.0 -90.0 70.0 ! -90.0 70.0 -75.4 70.0 -90.0 70.0 -90.0 70.0 , -90.0 70.0 -90.0 70.0 ? -69.6 70.0 -90.0 70.0 ' -69.9 70.0; -90.0 70.0 86.3 70.0 -90.0 69.9 T -67.8 70.0' -90.0 70.0 : -84.2 70.0 -90.0 67.8 -66.2 70.0 - 90.0 70.0: -90.0 70.0 70.01 -83.2 70.0 -81.7 70.0 ' 70.0 -90.0 70.0 ! -90.0 70.0 66.2 -65.0 65.0 ' 63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 26 1/2 A -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 . -90.0 70.0 -83.6 70.0 -72.4 B,E -90.0 70.0 90.0 70.0 -90.0 70.0. 90.0 70.0 -90.0 /0.0 ; -90,0 70.0 -90.0 68.4 : -63,9 70.0 -90.0 61.8 -58.9 70.0 ' -90.0 63.9 -60.0 70.0 -90.0 58.9 -56.1 70.0 -90.0 60.0 ; -58.5 70.0 -90.0 56.1 -53.8 70.0 -90.0 58.5 ICS 70.0 -90.0 53.8 ; -50,4 70.0 -90.0 56.2 -53.4 70.0 -90.0 50.4 -47.7 70.0 E -90.0 53.4 -51.3 70.0 -90.0 47.7 -45.6 70.0 ' -90.0 70.0 -90.0 70.0 30 - A 90.0 70.0 -90.0 70.0 90.0 70.0 87.4 70.0 -77.6 70.0 -68.4 51.3 -49.8 49.8 -48.3 48.3 70.0 -90.0 70.0 -90.0 70.0 45.6 43,9 43.9 f 42.2 42.2 B,E 90 0 70.0 90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 B,E ! -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70 0 -90.0 70.0 -90.0 70.0 F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 87.8 70,0 -84.4 70.0 34 A -75.0 70.0 -75.0 70.0 -75M 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 r -48.6 48.6 -45.2 45.2 -42.4 42.4 B,E 75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 75.0 70 0 -75.0 36 A -75.0 70.0 75.0 70.0 75.0 70.0 70.4 70.0 -60.4 60.4 -54.3 70 0 -75 0 54.3 -51.1 70.0 75.0 -47.9 70 0 75.0 47.9 ` -44 8 70.0 -75.0 44.8 -42.2 70.0 ? 75.0 70.0 %te -a= ft ►, - IL t 42.2 -39.7 39.7 B,E 75.0 70.0 -75,0 70.0 -75.0 70.0 ` 75.0 70.0 -75.0 70.0 -75.0 70.0 759 52 8 -49.9 70 0 -75.0 49 9 : -46.4 70.0 -75.0 46 4 -43.5 70.0'. -75,0 70.0 -75.0 70.0 37 75.0 70.0 -75.0 70.0 c 70.0 67.9 67 9 -59.0 59 0 -52.8 43.5 ` -41.1 41.1 -38.6 38,6 , B,E ,' -75.0 70.0 . -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 = -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 ,1 `�1 4s ' '.';:- ' GLAZING OPTION: G. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH -90.0 70.0 PRODUCT ilEri4 VED As comntyin8 with the Flos3tt Balding Cede Aceep ac Fin IN° 0 I TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 A GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 Ex iration Date MVP' 00 • By ill.:......:;...! -.40, e.. .> NOTES: A X n�hun • , , s Product Contra Ai Mix f a gir 1. FOR 1/4" 2. IF Revsd By.• INSTALLATIONS SS4 CRETE INSTALLING Onte: IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR -FLEX ANCHORS. WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revisions ✓ �---- ! %-5--- Lucas A. Turner, P.E. PE #58201 Mechanical F.K. 3/25/03 B ADD GLASS TYPE E TO TABLES 1 & 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.D. BOX 1529 NOKOMIS, FL 34274 Daauiptan. PRESSURES- X CONFIG. WINDOWS Revsd By: F.K. Revsd By F.K. taste• 7/10/03 bate 6/23/05 Renstons. C Revisions. D NO CHANGE THIS SHEET REVISE ANCHORS & ADD 76" HEIGHT OPTION � +� ; ; ' ' Iltie ALUMINUM CASEMENT WINDOW, IMPACT Draw,- By. F.K. Cate: 12/17/02 Cracked ey. pare. Visibly Better sa�.ayreoea�. CA -740 Sc W NTS sneer 5 of 13 o:aw�rsa �:o 7045 -8 Rev: D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS POS NEG POS NEG POS NEG POS 70.0 ` -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG POS -75.0 70.0 NEG -75.0 POS NEG 70.0 ; -75.0 POS 70.0 NEG -75.0 POS NEG 70.0 ? -75.0 PO NEG 70.0 -75.0 POS 37 A -75.0 70.0 ` -75.0 70.0 43 A -75.0 70.0 ; -75.0 70.0 - 75.0 70.0 ` -75.0 70.0 ; -75.0 70.0 -75,0 70.0 -75.0 70.0 ' -75.0 70.0 ! -75.0 70.0 -75 0 70.0 -75.0 70.0 48 A -75.0 70.0 ' -75.0 70.0 -75.0 70.0 % -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ; -75.0 70.0 - 75.0 70.0 53 1/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 t -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ; -75.0 70.0 -72.1 70.0 -69.5 69.5 ' -67.5 67.5 57 A -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -74.4 70.0 -69.6 69.6 3 -65.2 65.2 ' -63.0 63.0 ' -60.8 60.8 : -58.0 58.0 60 A ; -75.0 70.0 `; -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 " -58.5 58 5 -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 '; -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A '• -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -70.4 70.0 -60.4 6.0.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 A H75.0 70.0 -75.0 70.0 -737 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 " -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -75.0 70.0 TABLE 5. "XX" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) TEST REPORT: FTL -3580 ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: G 7/16" LAMI (3/16 "A,.090,3 /16''FtS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "X,.090,3/16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH I -55.0 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69,6 P.S.F. Revsd By: Resod By. Date: Date: Revisions: Revisions: Revsd By. Dater Revsions: F.K. 6/23/05 0 REVISE ANCHORS & ADD TABLES 76" HEIGHT OPTION Drawn By: Date. Cnoched By Date: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: PRESSURES - XX CONFIG. WINDOWS Tale: ALUMINUM CASEMENT WINDOW, IMPACT _ • - - - Sheet. D'oon Ns. 6 of 13 7045 -8 Re, X X MIMED. PiteSticir PRODUCT EN EWE as comt:tyb viith t ? Mat RSlsi rir C;s:'.d Ac�.ept:..:cc No .Q £. that a Da ;; By Mom Y2atkPrnsdnc2Con Bisis'tin Lucas A. Tamer, P.E. PE #5 &201 Mechanical COMPARATIVE ANALYSIS TA'•LE 6. - 7, FTL-4608 .. "0" & "1/4- 1/2- -1/4 XOX" WINDOWS TEST REPORTS: FTI 3-5.82, FTL -3729, FTL -4607, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "I-IS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) E. 13/16" ,AMI,S1 /8 "HS,3 /8" SPACE5/16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) F.13/16" LAMI11 /8 "A,AIR SPACE,7 /16" LAMI -W/ 3/10 "A,.090,3 /16 "H HEIGHT WIDTHS "XOX" 36 38 3/8 43 NEG POS 70.0 70.0 -75.0 -90.0 NEC -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 POS NEG POS 70.0 -70.4 70.0 70.0 -75.0 70.0 -90.0 391/2 45 48 96 501/2 101 70.0 -75.0 -90,0 70.0 -90.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 -75.0 -90.0 A -75.0 B,E -75.0 -90.0 -75.0 -75.0 C,F -90.0 A 75.0 106 3/8 -75.0 90.0 -75.0 -75.0 70.0 70.0 70.0 -90.0 -75.0 -90.0 -67.8 -75.0 -90.0 70.0 70.0 70.0 -90.0 67.8 -62.1 70.0 -75.0 70.0 -90.0 NEC 60.4 -75.0 -90.0 -59.0 62.1 70.0 70.0 -75.0 -75.0 90.0 70.0 -70.3 70.0 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 70.0 70.0 58.0 -58.4 -75.0 -90.0 60.4 70.0 70.0 48 NEG 54.3 -75.0 59.0 -52.8 70. - 90.0 70. -55.7 55. -75.0 70. -90.0 70. -63.3 63. 0 0 -90.0 7 -49.8 0 0 3 50 5/8 -75.0 -75.0 -90.0 -56.4 70.0 49.8 70.0 70.0 -90.0 -46.9 -75.0 -90.0 54 NEC -47.9 -75.0 -90.0 -46.4 -75.0 70.0 -90.0 46.9 -43.6 70.0 -75.0 -90.0 POS NEG POS 47.9 -44.8 70.0 -75.0 70.0 -90.0 IMBEI -43.5 43.6 70.0 70.0 -53.4 53.4 -59.3 75.0 90.0 53.6 70.0 70.0 53.6 -50.0 -75.0 -90.0 -75.0 -75.0 -75.0 -75.0 -90.0 -90.0 -90.0 -88.2 -54.3 -75.0 70.0 -90.0 70.0 70.0 -60.8 60.8 -75.0 -90.0 -75.0 -90.0 -75.0 -75.0 70.0 -90.0 70.0 -90.0 51.3 -48.3 48.3 -52.7 70.0 -75.0 -90.0 -75.0 -90.0 70.0 -75.0 70.0 52.7 70.0 -81.8 -45.3 -75.0 70.0 ! -75.0 -86.0 70.0 -80.9 70.0 -75.0 -48.7 48.7 -46.9 46.9 . -43.5 70.0 47.5 70.0 70.0 -75.0 -90.0 -41.1 75.0 90.0 46.9 75.0 -84.5 44.8 70.0 70.0 60 63 NEG POS NEG - 42.2 42.2 -75.0 70.0 -90.0 70.0 -39.7 -90.0 - 41.1 41.1 -38.6 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 41.1 -38.6 38.6 -36.5 70.0 -75.0 70.0 -75.0 -87.4 70.0 -83.2 70.0 -55.0 55.0 38.6 -55.0 55.0 ' -55.0 55.0 70.0 36.5 70.0 70.0 -55.0 55.0 -55.0 -55.0 55.0 -55.0 -75.0 70.0 -79.7 70.0 41.9 -75.0 70.0 -75:6 70.0 -55.0 -44.7 -75.0 76.9 -42.1 42.1 -75.0 70.0 -72.4 70.0 -39.7 39.7 -75.0 70.0 -69.2 69.2 -55.0 -55.0 55.0 -55.0 55.0 ■ -55.0 45.3 70.0 70.0 -70.7 43.5 -41.3 -40.4 -75.0 -75.0 -75.0 -38.4 38.4 -75,0 70.0 70.0 -67.3 67.3 -39.2 39.2 70.0 -75.0 70.0 -75.0 -75.0 -90.0 -50.0 -75.0 -64.1 64.1 -37.1 37.1 -55.0 -74.3 70.0 -81.2 55 1/2 -75.0 -90.0 70.0 -75.0 -75.0 -75.0 -75.0 -90.0 -90.0 -58.2 -75.0 -90.0 57.1 -75.0 -90.0 -56.2 -47.9 -75.0 -46.4 -75.0 -90.0 70.0 47.9 70.0 70.0 -90.0 -44.5 50.0 70.0 70.0 -44.2 -75.0 -86.9 70.0 -74.2 70.0 -75.0 -90.0 -75.0 -90.0 -55.0 -75.0 -90.0 70.0 -53.4 -75.0 70.0 70.0 55.0 -75.0 -90.0 43.4 -75.0 -90.0 -42.2 42.2 C,F -90.0 70.0 -90.0 70.0 -90.0 43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 39.7 -75.0 -90.0 -75.0 76.4 -45.3 -75.0 -75.0 43.3 -47.5 47.5 -43.9 - 75.0 70.0 -75.0 -72.5 -42.5 -84.3 70.0 - 46.2 46.2 -75.0 -71.1 -43.4 -75.0 -70.1 70.0 70.0 43.4 70.0 70.3 -42.2 -75.0 66.5 -41.9 -75.0 70.0 70.0 42.5 -75.0 70.0 -81.8 70.0 -44.8 44.8 -75.0 -75.0 -75.0 -68.4 -41.2 -75.0 -66.7 70.0 68.4 41.2 70.0 -41.3 -75.0 -79.4 70.0 -43.5 43.5 -75.0 70.0 -77.1 70.0 -69.0 -40.4 75.0 -67.3 41.3 70.0 69.0 40.4 70.0 67.3 65.4 40.8 -75.0 70.0 -63.6 63.6 -39.8 39.8 -75.0 70.0 -61.8 61.8 -38.7 38.7 -75.0 70.0 66.8 -40.1 -75.0 -63.0 -39.8 -75.0 -61.8 -39.1 70.0 63.0 39.8 -63.5 -38.0 75.0 -60.0 -37.6 -75.0 -60.5 60.5 -36.2 36.2 -72.4 70.0 -49.6 -53.8 -49.4 -46.2 -35.9 35.9 -71.8 70.0 -56.4 56.4 -35.4 35.4 -52.8 - 75.0 70.0 - 60.1 60.1 -74.3 -70.8 70.0 -54.8 54.8 -46.8 -38.5 -36.7 -34.8 34.8 - 75.0 -69.6 69.6 -58.7 -37.6 -55.9 -36.1 55.9 -53.2 53.2 -64.9 -39.2 -75.0 -63.3 -60.4 60.4 39.2 -37.6 70.0 -75.0 63.3 -59.1 - 34.2 34.2 -68.4 68.4 -51.6 51.6 -42.6 70.0 -73.3 TABLE 7. "0" & "1/4- 1/2 -1/4 XOX' WINDOWS -71.0 -55.9 55.9 ' -53.0 TABLE 7A. 70.0 -67.4 67.4 - 50.0 50.0 -46.3 46.3 TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "0" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH -90.0 70.0 "O" & "1/4 -1/2 -114 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (118 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "HS,.090,3 /16 "HS) ALL "0" SIZES UP TO 60" WIDE x 76" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 76" HIGH F55.0I 55.0 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. -42.8 42.8 -40.8 40.8 Revsd By. F.K. Revsd By F.K. Revsd By. F.K. Date: 3/25/03 Dale' Revisions: B ADO GLASS TYPE E TO TABLE 6 7/10/03 Date: Revisions: C NO CHANGE THIS SHEET 6/23/05 Drawn By Date: F.K. 12/17/02 Revisions: D CHANGE ANCHORS AND ADD 76" HT. OPTION Checked ay. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS Tme ALUMINUM CASEMENT WINDOW, IMPACT Senes/ModeL' 'Scat, CA -740 NTS Sae 13 ICrawing No 7 01 7045 -8 Re 4 x 0 4 x O PROD!! 'I1 oLSs?fl 4.e wilf2 MAW A Expitinto Mt-ha PRODUCT RENEWED as complying with the Floe 8nicth98 Coen Acceptance No 0 E . a iretion Dole Lucas A. Turner, P.E PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" WIDTH 37 48 "XOX" WIDTH 55.1/2 26 49 1/3 72 31 36 "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT 38 3/8 43 48 50 5/8 e� NEG POS NEG - OS NEG POS U 70.0 -75.0 70.0 - 75.0 70.0 -75.0 _. 0 -75.0 70.0 -75.0 70.0 -75.0 0 70.0 -75.0 70,0 -75.0 70.0 0 70.0 : -75,0 70.0 -75.0 70.0 0 70.0 -75.0 70.0 -75.0 70.0 i NEG POS NEG ~ -75.0 70.0 -75.0 -75.0 70.0 -75,0 53 1/8 56 60 74 A 79 2/3 84 90 64 96 67.333 101 70.917 ! 106 3/8 72 - 108 A 74 -75.0 A -75,0 A -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 POS 70.0 70,0 70.0 70.0 NEG -75.0 -75,0 POS 70.0 70.0 POS -75.0 -75 -75.0 70.0 -75 -75,0 70,0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70,0 -75.0 70.0 -75 -75 -75.0 70.0 -75.0 -75.0 -75.0 70.0 - -75.0 70.0 ` -75.0 70.0 -75,0 70.0 -75.0 A 111 -75.0 -75.0 -75.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 70.0 70.0 70.0 -68.4 68.4 -71.1 70.0 -66.4 66.4 61.8 60.4 59.0 -61.8 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 -75.0 70.0 70.0 -67.9 67.9 -59,0 -61.8 61.8 -58.2 58.2_ -55.1 55.1 - 54.3 54.3 - 52.8 ' 52.8 -75.0 -75.0 -71.9 70.0 70.0 70.0 70.0 70,0 54 NEG POS -75.0 70.0 -75.0 70.0 57 NEG POS -75.0 -75.0 -75.0 70.0 -75.0 70.0 70.0' 70.0 -75.0 60 63 POS ' NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG 70, 0 -75.0 -75.0 70.0 72.1 70.0 -69.5 -67.7 67.7 64.9 64,9 -63.9 63.9 -60.0 60.0 -58.5 -62.7 58,5 58.9 58.9 -56.1 -55.6 55.6 -52.6 -51.9 51.9 -48.9 48.9 -53.8 53.8 -49.4 49.4 -45.8 49.9 -47.9 47.9 46.4 44.8 IM 45.8 44.8 -56.2 -50.4 45.9 42.8 -42.2 43.5 -41.1 69.5 62.7 56.2 50.4 45.9 42.8 42.2 41.1 -67.5 -60.4 -53.4 -47.7 -43.1 -40.3 -39.7 -38.6 70.0 67.5 60.4 53.4 47.7 43.1 40.3 39.7 38.6 "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TABLE 10A. GLAZING OPTION: C.'7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL'' 1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH TEST REPORT: FTL -3580 "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH ' -55.0 1 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revsd By: Date: F.K. 3/25/03 Revsd By: Date: F.K. 7 /10/03 Revsd By. Dare: F.K. 6/23/05 Dsnvn By. Date F.K. 12/17/02 Revisions: B Revisions: C Revsions. D CHANGE ANCHORS AND ADD 76" HEIGHT OPTION ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET Checked By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM C4SEMENT WINDOW, IMPACT Visibly Better Serie.V/Aatee CA -740 Scare. NTS SSset °ra,vuy No 8 of 13 7045 -8 R 1 3 1 1 3 3 o X X 0 X PROW '18E 3 WA fladtg PRODUCT RENEWED as complying w iti the FSc:1Jt ',3n11:cg t RYE {AtceYteGBvD r4Q ; s %, Erirrlii9w li'E ;PI (F. By ; %��r/ : '...!l•�: __ „ �L.�r -' (7;2, var Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3580, FTL-3582, • FTL -3729, FTL -4607, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) E. 13/16" LAM! (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS F. 13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) HEIGHT WIDTHS "XOX" ® FIXED 26 NEG 69.264 19.125 A 31.014 B,E C,F -75.0 -75.0 -90.0 36 POS NEG 70.0 -75.0 70.0 -75.0 70.0 -90.0 POS 70.0 70.0 70.0 38 3/8 NEG -75.0 POS 70.0 43 POS 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 86.919 95.973 24 27 A -75.0 70.0 -69.1 69.1 38.919 B,E j -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 A 42.973 -75.0 70.0 -60.5 60.5 B,E 108.649 30 115.892 122 123.135 126.000 130 130.378 33.687 48.649 51.892 54.627 A B,E A B,E -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -63.4 -75.0 -90.0 70.0 -53.5 53.5 -75.0 70.0 -90.0 -57.2 -75.0 -90.0 63.4 70.0 70.0 57.2 70.0 70.0 -56.5 75.0 -90.0 -62.1 -75.0 56.5 70.0 70.0 62.1 70.0 -90.0 70.0 -50.4 50.4 54.5 -90.0 70.0 -90.0 70.0 -75.0 70.0 ' -49.9 49.9 -75.0 70.0 -75.0 48 POS -64.9 64.9 -75.0 70.0 -90.0 70.0 -50.4 50.4 -75.0 70.0 -90.0 70.0 50 5/8 -60.6 75.0 -90.0 60.6 70.0 70.0 CIS -58.1 -75.0 -90.0 BEMS -75.0 70.0 - 90.0 70.0 -50.7 50.7 -90.0 -46.8 70.0 46.8 B,E -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -47.3 47.3 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 A -75.0 70.0 ,-46.8 46.8 34 55.135 ! B,E -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 A -75.3 70.0 -45.5 45.5 -42.6 42.6 -46.7 -75.0 70.0 -75.0 70.0 34.791 56.418 35.896 36 58.209 58.378 -75.0 70.0 -90.0 -51.3 -75.0 70.0 51.3 -90.0 -44.0 -75.0 -90.0 43.6 70.0 44.0 70.0 70.0 43.6 90.0 48.4 70.0 48.4 -75.0 70.0 -84.7 70.0 47.5 - 75.0 70.0 -90.0 70.0 -52.6 -75.0 -90.0 -48.2 -75.0 52.6 -44.1 -75.0 -90.0 -49.1 70.0 -75.0 70.0 -87.0 48.2 70.0 -79.5 -47.4 47.4 -45.5 -75.0 70.0 -75.0 -78.6 70.0 -44.7 44.7 70.0 45.5 -44.9 -75.0 -73.6 -42.7 POS 58.1 70.0 70.0 44.1 57 NEG POS -56.1 -75.0 -90.0 56.1 70.0 70.0 60 NEG -53.3 -75.0 -90.0 POS 53.3 70.0 70.0 63 NEG -50.5 -75.0 -90.0 POS 50.5 70.0 70.0 67 NEG POS 72 NEG POS 76 NEG1POS -55.0 55.0 -55.0 55.0 -41.6 70.0 -75.0 70.0 49.1 70.0 70.0 44.9 70.0 90.0 -46.2 -75.0 41.6 -39.2 70.0 -75.0 70.0 -89.4 46.2 70.0 -81.9 70.0 -42.0 -75.0 43.6 -75.0 -77.2 42.0 -40.1 -75.0 -66.3 -38.6 -75.0 70.0 42.7 -69.7 -40.7 69.7 40.7 70.0 -75.0 70.0 -75.0 70.0 39.2 70.0 70.0 43.6 70.0 -36.9 -73.8 -85.2 -75.0 70.0 -73.1 36.9 70.0 70.0 -55.0 55.0 -55.0 55.0 41.1 70.0 70.0 -55.0 55.0 -55.0 55.0 -55.0 55.0 -55.0 55.0 -55.0 55.0 40.1 -38.0 38.0 70.0 75.0 66.3 38.6 -63.1 -36.6 70.0 63.1 -55.0 55.0 36.6 70.0 -73.2 70.0 =55.0 55.0 -52.2 -73.2 -42.8 70.0 42.8 -75.0 70.0 -85.8 -47.9 70.0 47.9 -75.0 70.0 -75.0 B,E -90.0 70.0 B,E C,F 134 37 60 B,E C,F -74.4 70.0 -75.0 70.0 -90.0 70.0 70.0 70.0 -75.0 70.0 -75.0 -74.0 70.0 -75.0 70.0 -73.1 70.0 -90.0 70.0 -43.6 43.6 -75.0 70.0 -75.0 70.0 -75.0 70.0 -43.1 43.1 -90.0 -41.2 -75.0 -82..8 -45.1 -750 70.0 -75.0 70.0 -71.3 70.0 -41.5 41.5 -75.0 70.0 70.0 68.3 41.4 -75.0 -64.8 -39.5 70.0 -75.0 64.8 -61.4 -74.9 -69.4 -75.0 69.4 42.4 70.0 -68.8 68.8 -64.1 - 41.6 41.6 64.7 64.7 75,0 70.0 -40.2 64.1 40.2 -61.0 -39.3 61.0 39.3 -75.0 70.0 -75.0 70.0 -75.0 -67.3 40.4 - 75.0 67.3 70.0 -62.5 -38.9 -75.0 11 38.9 70.0 -60.5 60.5 -38.7 38.7 -75.0 70.0 -59.2 59.2 -74.3 70.0 -75.0 70.0 -90.0 70.0 -72.9 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -41.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 79.9 41.0': -45.0 45.0 70.0 ! -75.0 -42.2 42.2 -75.0 70.0 -90.0 70.0 -90.0 -39.7 70.0 70.0 -79.6 70.0 43.5 -75.0 70.0 -77.1 70.0 -75.0 70.0 -90.0 70.0 -69.3 69.3 -41.4 41,4 -75.0 70.0 -75.0 -69.1 69.1 -65.3 40.3 -60.6 -38.8 60.6 38.8 -40.4 -75.0 -67.3 70.0 -75.0 70.0 -65.1 40.4 70.0 67.3 -39.2 -75.0 -63.3 65.1 -60.5 60.5 "XO" & "0X" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. -75.0 70.0 -57.6 57.6 -58.4 -74.6 ran KOSKI EMEMIESIZEIESI -58.8 58.8 35.7 70.0 -55.0 55.0 -50.9 50.9 -47.7 47.7 70.0 -71.0 70.0 -47.7 -44.6 -57.9 -36.9 -73.7 -56.5 36.9 70.0 sra 56.5 36.2 70.0 -55.2 55.2 -35.0 35.0 -70.1 -53.8 -68.6 70.0 BM MEI -44.0 44.6 44.0 53.8 34.3 68.6 -50.1 50.1 -45.8 45.8 -43.0 -37.6 37.6 -75.0 70.0 -57.4 57.4 -36.7 36.7 -73.3 70.0 -55.9 55.9 -36.1 -54.6 -71.0 54.7 36.1 54.6 -53.0 35.5 70.0 53.0 -51.9 -34.3 -68.5 51.9 IMO Est -67.4 -50.0 68.5 51.7 -48.1 48.1 -43.9 43.9 -41.9 -48.0 48.0 -43.8 43.8 -41.8 33.7 67.4 50.0 -46.3 46.3 "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH TEST REPORT: FTL-3580 -90.0 70.0 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH -55.0 55.0 -42.8 42.8 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. . Revsd ey F.K. Raved 8y.• F.K. Raved By: F.K. Date: 3/25/03 ADD GLASS TYPE E TO TABLE 11 Date: 7/10/03 PawsIons: C NO CHANGE THIS SHEET Drawn By: F.K. Date. 6/23/05 Revisions: 0 CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Dale: 12/17/02. Checked By Dete: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better -40.8 40.8 PRESSURES- UNEQUAL CONF1G. X0, OX & XOX ALUMINUM CA• SEMENT WINDOW, IMPACT Sewe1d4odet Scale. Sheer Ccaenng No. CA-740 0 UNEQUAL LITES UNEQUAL LITES 0 UNEQUAL LITES o By HALVor Lucas A. Turner, P.E. PE #58201 Mechanical REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 0 MAX. VENT DAYLIGHT 5 OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) Revsd By F.K. Revsd By F.K. Raved By. F.K. Date: 0 moo 0 0 MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT 4 MAX. FIXED LITE - DAYLIGHT OPENING - (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT -�- DAYLIGHT OPENING (SEE SHT. 3) REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET. 11 Q 0 REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 A Intl MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X GOO 4 3/25/03 Data 7/10/03 Date: 6/23/05 Revisions: B Revisions: C ADD 13/16' 1.G. GLAZING BEAD ITEM SHOW TOP HINGE Revisions: D CHG SHT. NO. REF. AND ADD ITEM 89 Drawn By: Date: Checked By. Date: F.K. 12117/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 is.... Desceptten• SECTIONS Tile: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Se•ws/l4odvl Scats: Shoot' CA -740 NTSJ 10 et 13 Drawing No. 7045 -8 . Row .Oisi!;1 r REVISD - pIybg t Cede D PRODUCT RENEWED as cornpiying with the Florid:. gilding Cede Acceptance ANe it'etim Man •�� ryi,.Y,..'Isl.r' li' lRCY Di ,: on II 201,6 v I 17V/or Lucas A. Turner, P.E. PE #58201 Mechanical FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL Revsd By: Dale: F.K. 3/25/03 Revsd By: Date: F.K. 7/10/03 Revsd By: Date. F.K. 6/23/05 Drawn By Dale: F.K. 12/17/02 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP _ OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL Revisions. B Revisions: C Revisions: D Checked By MAIN FRAME ASSEMBLY DETAIL Ti 1.376" .095" J .440" I CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 j .434" 2.854" - .062" NOM. 1.159" --- ----- 2.139" SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 3.544" .062" NOM. FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A .062" NOM. 2.919" 2.784" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD ITEM 89 Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: EXTRUSIONS & ASSEMBLY DETAILS Visibly Better ALUMINUM CASEMENT WINDOW, IMPACT See el: Scale: Sheet iDieveing rye_ CA -740 NTS . 11 a 13 7045 -8 Rev: PRODUCT P.ENEWED Aa CD:c ityi: 4 Yeah f1te F1urlt ', Fapiradou Lucas A. ';'drner, P.E. PE #58201 Mechanical 11 12 13 7014 1157 14 15 16 17 18 19 20 21 7013 7015 7028 7027 7030 7031 22 23 24 25 26 7032 7033 7022 7023 30 31 32 33 40 41 7036 LOCK SUPPORT PLATE #10-24 X .562 PII. PN. TYPE F MULTI -LOCK KEEPER (R .H. & L.H 78X781'PSMS #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8 -32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. & R.H.) 7858ZA #8 X 5/8" FLT. PHI. SMS OPERATOR TRACK& SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 710x12113 #10 X .500 PH. PHI_ 43 44 45 46 50 51 7042 1224 5/16" LAMINATED (1/8A & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1 /8HS & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3 /I6HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /I6HS & 3/16HS GLASS) .090 INTERLAYER - SOLUT•IA OR DUPONT I'VE GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") 6TP247 VINYL BULB WSTP (THICK) SILICONE -.DOW CORNING 899, 995 OR EQUIV. ®/ A PARABOND 1634 6163K SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOT!! 7006 52 53 7040 54 55 67 68 69 70 71 1635 61635K SCREEN SPLINE - SERRATED 331 60976 CASEMENT SCREEN CLIP 78x12PSTW /B #8 X.500 SQ. PN. TEK SMS 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 712XIPPT #12 X 1" PH PHIL. TEK. 7011 LOCK SUPPORT PLATE 7012 LOCK SPACER 72 ' 7019 711573 SNAP -ON T- IIANDLE KNOB 7018 7FLDHD FOLDING HANDLE Revs, By. I Date: F. K. 3/25/03 ROv$5 By: F.K. Revs, By. F.K. Date: 7/10/03 Date. 6/23/05 Revisions. 8 ADD 13/16'1G. GLASS & GLAZING BEAD Revisions: C NO CHANGE THIS SHEET Revisions: D ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 DIewn By: Date: Checked B}. pate: F.K. 12117/02 ITEM 73 74 75 80 81 DWG # J PGT. 7025 7016 PARTS LIST CONT. MAXIM SINGLE LOCK DESCRIPTION 7005A 82 83 85 1155 7010 SINGLE LOCK KEEPER 70834A #8 X .750 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & IAMBS 7811'QA #8 X 1 QUAD PN SIvIS FIXED FRAME CORNER KEY 7007 7047 INSTALLATION HOLE COVER 86 87 88 89 7071 .706" .050" 67407 GLAZING BEAD (13/16" I.G.) 13/16" I.G. GLASS (I /8 "HS, AIR SPACE, 5 /16 "LAMI) 5/16" LAMI = (2) LITES OF 1 /8 "HS GLASS WITH AN.090INTERLAYER- SOLUTIA OR DUPONT PVB 13/16" I.G. GLASS (1 /8 "11S, AIR SPACE, 7/16 "LAMI) 7/16" LAMI = 3 /I6A & 3 /I6HS GLASS WITH AN.090 _INTERLAYER - SOLUTIA OR DUPONT PVB 13/I6" LG. GLASS (1 /8 "HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAMI= 3 /I6HS & 3/1611S GLASS WITH AN.090 INTERLAYER - .SOLUTIA OR DUPONT PVB 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .865" 5/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .523" .050" 7/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 .040" 1.000" .423" CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 .9g3 j-°— F .289" .. .040" J f d--��°-.172" .870" f m� .050" -on`— .569" 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS; FL 34274 INSTALLATION HOLE COVER MAT'L: 6063 -T6 - DWG# 7007 WA `it fikea 2.701' CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A Visibly Better Title. ALUMINUM CASEMENT WINDOW, IMPACT scan: sheep Descnptan: PARTS LIST & EXTRUSIONS SnriasRdaeet. CA -740 12 of 13 Re PRODUCT RENEWED no complying with the Fiorlt EDid;hg Code A e ptaswe tzlu irctloa+ D,•mws EY Mime I raittlust Cs i7 -T ( /1> Lucas A. 1 crner, H.E. PE #58201 Mechanical YAK! S LINT ITEM DWG # PGT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA #8 X 1 QUAD PII SMS 3 7008 FRAME CORNER KEY 4 - 1/2 "X1,'2 "X118" CLOSED -CELL FOAM TAPE 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA 67017K #8 X I QUAD PH SMS BULB WEATHERSTRIP .187X.240 7 7017 8 7009 SASH CORNER KEY 9 7024 to .,..... MAXIM MULTI -POINT LOCK 11 12 13 7014 1157 14 15 16 17 18 19 20 21 7013 7015 7028 7027 7030 7031 22 23 24 25 26 7032 7033 7022 7023 30 31 32 33 40 41 7036 LOCK SUPPORT PLATE #10-24 X .562 PII. PN. TYPE F MULTI -LOCK KEEPER (R .H. & L.H 78X781'PSMS #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8 -32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. & R.H.) 7858ZA #8 X 5/8" FLT. PHI. SMS OPERATOR TRACK& SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 710x12113 #10 X .500 PH. PHI_ 43 44 45 46 50 51 7042 1224 5/16" LAMINATED (1/8A & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1 /8HS & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3 /I6HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /I6HS & 3/16HS GLASS) .090 INTERLAYER - SOLUT•IA OR DUPONT I'VE GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") 6TP247 VINYL BULB WSTP (THICK) SILICONE -.DOW CORNING 899, 995 OR EQUIV. ®/ A PARABOND 1634 6163K SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOT!! 7006 52 53 7040 54 55 67 68 69 70 71 1635 61635K SCREEN SPLINE - SERRATED 331 60976 CASEMENT SCREEN CLIP 78x12PSTW /B #8 X.500 SQ. PN. TEK SMS 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 712XIPPT #12 X 1" PH PHIL. TEK. 7011 LOCK SUPPORT PLATE 7012 LOCK SPACER 72 ' 7019 711573 SNAP -ON T- IIANDLE KNOB 7018 7FLDHD FOLDING HANDLE Revs, By. I Date: F. K. 3/25/03 ROv$5 By: F.K. Revs, By. F.K. Date: 7/10/03 Date. 6/23/05 Revisions. 8 ADD 13/16'1G. GLASS & GLAZING BEAD Revisions: C NO CHANGE THIS SHEET Revisions: D ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 DIewn By: Date: Checked B}. pate: F.K. 12117/02 ITEM 73 74 75 80 81 DWG # J PGT. 7025 7016 PARTS LIST CONT. MAXIM SINGLE LOCK DESCRIPTION 7005A 82 83 85 1155 7010 SINGLE LOCK KEEPER 70834A #8 X .750 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & IAMBS 7811'QA #8 X 1 QUAD PN SIvIS FIXED FRAME CORNER KEY 7007 7047 INSTALLATION HOLE COVER 86 87 88 89 7071 .706" .050" 67407 GLAZING BEAD (13/16" I.G.) 13/16" I.G. GLASS (I /8 "HS, AIR SPACE, 5 /16 "LAMI) 5/16" LAMI = (2) LITES OF 1 /8 "HS GLASS WITH AN.090INTERLAYER- SOLUTIA OR DUPONT PVB 13/16" I.G. GLASS (1 /8 "11S, AIR SPACE, 7/16 "LAMI) 7/16" LAMI = 3 /I6A & 3 /I6HS GLASS WITH AN.090 _INTERLAYER - SOLUTIA OR DUPONT PVB 13/I6" LG. GLASS (1 /8 "HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAMI= 3 /I6HS & 3/1611S GLASS WITH AN.090 INTERLAYER - .SOLUTIA OR DUPONT PVB 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .865" 5/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .523" .050" 7/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 .040" 1.000" .423" CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 .9g3 j-°— F .289" .. .040" J f d--��°-.172" .870" f m� .050" -on`— .569" 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS; FL 34274 INSTALLATION HOLE COVER MAT'L: 6063 -T6 - DWG# 7007 WA `it fikea 2.701' CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A Visibly Better Title. ALUMINUM CASEMENT WINDOW, IMPACT scan: sheep Descnptan: PARTS LIST & EXTRUSIONS SnriasRdaeet. CA -740 12 of 13 Re PRODUCT RENEWED no complying with the Fiorlt EDid;hg Code A e ptaswe tzlu irctloa+ D,•mws EY Mime I raittlust Cs i7 -T ( /1> Lucas A. 1 crner, H.E. PE #58201 Mechanical S A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM - ASEE NOT.- I. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Revsd By: Dale: Revisions: F.K. 3/25/03 B Revisions: C 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —4 A SEE NOTE 1 A -SEE NOTE 4 ttitiilttptiM A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 2 A SEE NOTE 4 1/4" MAX. SHIM ---®- A SEE NOTE 1 OPERABLE UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK A SEE NOTE 4 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 1 A SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 4 j1 .1/4" MIN. FIXED UNIT FRAME TO CONCRETE A SEE NOTE 4 11/4 "� MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. Revsd 8y: F.K. Date: 7/10/03 Revsd By F.K. Date: NO CHANGE THIS SHEET NO CHANGE THIS SHEET 6/23!05 Revisions. D REVISE NOTES AND REMOVE 3/16" TAPCONS & #14 SCREWS Drawn By Dale: Checked By. Date: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Deecdptron• ANCHORAGE DETAILS Tier ALUMINUM CASEMENT WINDOW, IMPACT Seriesntloder CA -740 Badk, Sheet: NTS 13 a113 Drawing No 7045 -8 witta Ms numb PRODUCT' RENEWED RS complying with the Florid:, %tiding Code Acceptance No t Woe Efate d1 Lucas A. Turner, P.E. PE #58201 Mechanical A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTION'S: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 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 DUPONT BUTACITE Oil SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAM! CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAM! CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAM! CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAM! ICI: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI 1G: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAM! ICI: (1) LITE OF 1/8 "HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J, 13/16" LAMI 1G: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVI3 INTERLAYER. K. 13/16" LAM! IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AM. 13/16" LAMI 1G: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAM! CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) R. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1 /.> to STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FR-4645, FTL -4646, FTL -4647, FTL- 4648, FTL -4649, FTL -4650, FTL -4651, FTL -4723, FTL-4957, FTL -4958 AND FTL -5063. ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES /MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. - 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY A HURRICANE ZONE (HVHZ). Roved 6y. Data Reyad By: Qom: F.IC 11/13/08 Rem er vote: F.r`C 1/24/08 DINWO 8y: Del: F.K. 9/1/05 Revisions: B CHANGE NOTES 3 & 7. ADD NOTE 9. ADD GLASS TYPE M TO NOTE 1, GLAZING OPTIONS A CGsarcd By: J.J. ADD F77.-4723 TO NOTE 7. Dale; 2123/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0. BOX 1529 NOKOMIS, FL 34274 ALUM. SINGLE HUNG WINDOW, IMPACT &,rodcd: Scslec Sheet 4,vfry Ala SH700 NTS 7 d 11 4040-20 ken: NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS _5 PARTS LIST 0 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8 -11 PRODUCT REVISED as c emptying tIte Ptorftla tiding Code Acceptance No %pit:Ulna Data 03° 2,, 06 Zbj1 Miro kevtiftk Robert L. Dark, P.E. PE #39712 Structural 1/2" NOM. GLASS BITE 1 - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 6,87,88 or 92 Roved ey: Rwsd By: F.K. I I 1/2" NOM. GLASS BITE f 1/2" NOM. GLASS BITE f Z\ NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE, EXTERIOR INTERIOR LI (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS — .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS 1/2" NOM. GLASS BITE 89,90 or 91 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" NOM. — 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 13/16" LAMI IG GLASS W/ 7/ 6" LAMI Revlsbcar: Deb: 11/13/05 lived 23y: Da&a: F.K. 1/24/06 Dravm By: Data: F.K. 0!1/05 RavAs aaa: B ADO ITEM 82 TO 5/16 LAMI LG. GLASS (A, A,A) & LAM! IG NOTE Ra3abes: A NO CHANGE THIS SHEET Clizokact By: Dole: J.J. 2/23107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better %Y'�a'(otin GLAZING DETAILS TE7e: ALUM. SINGLE HUNG WINDOW IMPACT Sswtr. ?dx+d: Sc.* - CYawVg N0. SH700 Full 2 of 11 40-40-20 Rat. PRODUCT Ilk:MkS&.►D vt.,cornpkyin with to infIckla yiatding Cede Aeccr znee Nu Espk -athw Lis Mlea ►.:deProdts:tCentral tDisi on Robert L. Clark, P.E. PE #39712 Structural 1M FLANGE: OR INTEGRAL FIN VNINDOWS WI HIGH SILL OPTION A BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH 48" 50" 52" 53 1/8" UP TO 53 1/8" GLASS TYPE TABLE 1. WINDOW HEIGHT 63" A,B,M A +80.0 A,B,M A,B,M A A,B,M A C,D,E,F,G,H,I,J,K,L -80.0 +80.0 -80,0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 66" 68" -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +78.8 -78.8 +79.6 -79.6 +78,2 -78.2 +76,9 f -76.9 300r800 +80.0 -80.0 +80.0 70" 72" 74" 76" +80.0 -80.0 +80.0 -80.0 +80.0 +80.0 -80.0 -80.0 +80.0 -30.0 +80.0 -80.0 +80.0 -80.0 +77:3 -77.3 +75.4 -75.4 +80.0 -80.0 +80.0 +79.0 +75.9 +74.0 -80.0 +80.0 -80.0 +80.0 -79.0 -/ 5.9 -74.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION A TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3/8" 44" 50 5/8" 63" 72" 74" 76" 48" A, B,M A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 so" A,B,M A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 1 -70.0 +70.0 -70.0 +70.0 -70.0 52" A, B,IvI A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -33.8 +67.8 -67.6 53 1/8" A, B,M 8 +80.0 -80.0 +80.0 -80,0 +80.0 -80.0 +75,0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UP TO 53 1/8" .........., C,D,E,F.G,H,I,J,K,L +80.0 -80.0 80.0 -80.0 +80.0 -80.0 +80.0 -80,0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION A BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) TABLE 3, GLASS TYPE IL'1/13f22;JM6:L 28 3/16" 33 314" 39 5/16" D,E,F,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 I -80.0 +70.0 [ -70.0 44 13/16" I 50 3/8" 55 15/16" +70.0 -70.0 +70.0 -70.0 r +70.0 -70.0 GLASS TYPES: A. 5/16" LAM! (1/8"A„090,1/8"A) _ B. 5/16" LAM! (1/8"A„090,1/8"I iS) C. 5/16" LAM! - (1/8"HS,.090,1/8"11S) D. 7/16" LAM! (3/16"A„090, 3/16"A) E. 7/16" LAMI (3/16"A„090, 3/1611S) F. 7/16" L6,M1- (3/16"kiS,.090, 3/16"HS) G. 13/16" LAM! IG 1/8"HS, AIR SPACE, 5/16" - (1/6"A„090,1/8"A) H. 13/16" LAM! IC - 1/8"FIS, AIR SPACE, 5/16" LAM( (1/8"A,.090,1/8"HS) I. 13/16" LAM( IG -1/8"HS, AIR SPACE, 5/16" LAM! (1/8"HS,.090,1/8"HS) J. 13/16" LAM! IG - 1/8"HS, AIR SPACE, 7/16" LAM! - (3116"A„090, 3/16"A) K. 13/ I6'' LAM! IG - 1/8"HS, AIR SPACE, 7/16" LAM! (3/16"A,.090, 3/16"HS) L 13/16" LAM! IG - 1/8"HS, AIR SPACE, 7/16" LAMI7s3/16211:(2s3/16"HS) M. 13/16" LAM! IG - 1/8"A, AIR SPACE, 5/16" LAM! - (1/8"A,.090, 1/8"A) TEST REPORTS FTL-4647, 4648, 4723, 4957 FTL-4647, 4648 F11.-4647, 4648 F11-4645, 4885 FTL-4645 FTL-4645 FTL-4646, 4723 F11-4646 F TL-4646 FTL-4649, 4650 FTL-4649, 4650, 4958 FTL-4649, 4650 FTL-5063 TABLE 4. • -• -•- ..... -• •, • • "0" MEETING RAIL SASH HT. HT. "O" MEETING RAIL SASH MINUS SASH HT. NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. A\ 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" MINIMUM TO 38" MAXIMLIMA SASH Row. d haysd Ey: F.K. Oslo: Dec 11/13/06 Rvikdons: RabiEkbrxr UPDATE TO AS TM E lgegY. REMOVE STD WEW SASH HT REF, TABLE 2. REVISED CUSTOM FORMAT DPS. ADD INT. FIN. UPDATE TEST NOS Reread Br Palo Revtalone: F.K. 1124/06 A ADD FTL-4723 TO GLASS TYPES A AND G. Oman By: 061a: Cilacicc4 Br Ds* F.K. 9/1/05 J.J. 2./23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT Sarkoldadoi: so.s.ve arralry SH7D0 NTS 3 a 11 4040-20 Rev: liT.ODUCT ktIVLSEre es com pViss vilth tte Fbtstta Iftkikag Co Ne Acorpta-acc Evinutan Date /57 Robert L. Clark, P.E. PE #39712 Structural SEE DLO TABLE 49 5/8" MAX. FIXED DLO (ALL) -n 53 1/8" MAX. FLANGED WIDTH I 52 1/8" MAX. I.F. WIDTH 4 O 1 SEE DLO TABLE (MAX.) D 75" MAX. IF. D.-� HEI. GHT X SEE DLO TABLE 38 7/16" MAX. SASH HEIGHT A 76" MAX. FLANGED HEIGHT 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 SEE DLO TABLE B DETAIL D VIEW (CUSTOM SASH) f A SEE DLO TABLE 0 SEE DLO TABLE 75" MAX. I.F. HEIGHT SEE DLO TABLE 76" MAX. I FLANGED HEIGHT 20" SASH HEIGHT t 75" MAX. 1.17. HEIGHT SEE NO'TE4 A 76" MAX. FLANGED . HEIGHT DETAIL B VIEW - (STANDARD SASH) E 0 1 I 75" MAX. I.F. E -°^"j HEIGHT SEE DLO TABLE j 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) 76" MAX. FLANGED HEIGHT NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASEI WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. n Rend By Rsvd Ry: F.K. SEE DLO TABLE C C� SEE DLO TABLE X 75" MAX. I.F. HEIGHT SEE NOTE 4 76" MAX. FLANGED HEIGHT DETAIL C RADIUS TOP (STANDARD SASH). VERTICAL DAYLIGHT OPENING FIXED LITI" LOW HIGH DETAIL SILL SILL A 34 1/2" 34 3/16" 41 5/8" 41 1/4" 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 52 1/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 34 1/2" 34 3/16" B 27 7/16" 27 1/8" C 27 7/16" 27 1/8" D 16 3/8" 15 3/4" MEM 16 318" TABLE 5. bote: 11/13/0£ Bawd Br= F.K Damn By: FK Dom: 1/24/06 9/1/05 ADD INTEGRAL FIN (I.F) VERSION, CHG. NOTE 3. ADD NOTE 4. NO CHANGE THIS SHEEP 2/23/07 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT Sortothrice.44. SrSx Shc. -r oavGfgB SH700 NT S 4 a 91 409020 PRODUCT REVISED RN CfJmp1 4B YYiQta o e NOVA Haiti InCode Accep aawce Ne b . E .irat.onn data ,(ran =a1 2f} /l Robert L. Clark, P.E. PE #39712 Structural — 2.784" MAX. FIXED LITE DAYLIGHT OPENING INSIDE 7,8OR1'7) NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING INSIDE NOTE: BALANCE PARTS USED ZA BASED ON SASH WEIGHT 9,10,1 1,15,16 2.710" MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS A MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING 2.946 HIGH SILL if- i 2. 30 t.. t."'N LOW A SILL ice` I OUTSIDE HIGH SILL LOW SILL HEAD JAMB OUTSIDE 2..710" ALF. FRAME .� p II OUTSIDE 2.330" (LOW SILL) SEE NOTE ABOVE ULTRALIFT ONLY 2.946" (HIGH SILL) 6 � 4 PRODUCT R WNS.E1 complying with the F 11-aiellag (rock Atoritiatice No k' =pir�tivp !/sale ay ASFz,d'fide?Tama Div ,a 2D // 69 SECTION B -B (LOW SILL SHOWN) ULTRALIFT ONLY ALTERNATE HIGH SILL SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) Raved ay; F.K. Roved li r F.K. Drawn By: F.K. Ar 11/13/08 Date: 1/24/06 Dew 9/1/05 ADD I.F. SECTIONS & CONSOLIDATE BAL. COMPONENTS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 A GInctcd 6y.' J.J. NO CHANGE THIS SHEET Dates 2!23107 P.O. SOX 1620 NOKOMIS, FL 34274 Visibly Better SECTIONS ALUM. SINGLE HUNG WINDOW, IMPACT �,.Slast Avaqg 10. • nor SH700 Half 5 d 11 4040-.20 B it • Robert L. Clark. P.E. FE #39712 Structural ITEM 1 DV4/G.1 DESCRIP11ON PGT# 4002A FLANGE FRAME HEAD 3 5 6 1155 #8 X1.000 QUAD PN. SMS 4003C FLANGE FRAME SILL (LOW SILL) 1626 ADHESIVE OPEN CELL FOAM PAD 4004 FLANGE FRAME JAMB 612225 781PQA 612226 7 PAD 1626 7 13 9 10 11 12 13 15 16 17 18 15 21 4025 SASH STOP 4025 SASH STOP (EGRESS) 1.125 LONG 4029 SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" 1080 BALANCE COVER, 3/8" OR 5/8" #8 X.750 PH. PN. SMS BALANCE BOTTOM BRACKET 1085/1086 SASH TOP GUIDE #8 X1 PHILLIPS FLAT HEAD S. STL 612.227 612244 A 612244 6BALCVR916 7834AA 7BCJ_TBK T 42504 78X1FPAX 1080 -1 4053 4029-1 BALANCE COVER, 11/16" SASH STOP COVER SASH BRACKET 4054C 23 4006C #8 -32 X 1/2" LG. PH. FH. TYPE F S. STL FIXED MEETING RAIL SASH TOP RAIL 6BALCVR670 64053 7ULBRKT 7832X12FPFX 25 1235 WSTP.,.170 X.270 BACK, FIN SEAL 26 27 28 30 1096 1016 4007 1226 SWEEP LATCH #8X.625 PH. FL. SMS SASH BOTTOM RAIL (LOW SILL) WSTP., BULB VINYL 64054C 64006 67816G 71096 31 4008 SASH SIDE RAIL 34 1268 SASH FACE GUIDE 35 1622 LAM SETTING BLOCK 3/32" X 25/64"X 1" 36 1052 LAMI IG SETTING BLOCK 1" X3/4" X 1/16" 37 1224 VINYL GLAZ. BEAD BULB (THICK) 38 1225 VINYL GLAZ. BEAD BULB (THIN) 41 4039E GLAZING BEAD, 5/16 LAM. GLASS. 42 40448 GLAZING BEAD, 5/16 LAMI W /GRILL KIT 44 4222A GLAZING BEAD, 7/16" LAMI 45 985C GLAZING BEAD, 7/16" I. AMI W /GRILL KIT 46 4067 GLAZING BEAD, 13/16" LAM I.G. 47 4071A FRAME, I.F. HEAD 48 4072A FRAM, I.F. LOW SIL L 49 4073A FRAME, I.F. HIGH SII..L 50 4074B FRAME, I.F. JAMB 52 4009 SILL LATCH (EGRESS) (LOW SILL) 3 1088 SPRING, SILL LATCH (EGRESS) 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 55 1014 SCREEN FRAME (HOR. & VER.) 56 1630 SCREEN CORNER KEY W/RINGS 57 1631 SCREEN CORNER KEY W /OUT RINGS 58 1073 SCREEN SPRING 59 1624 SCREEN SPLINE - .135 DIA. FOAM A A ir3 7858 612230 6TP249 612231 42501 71622K 71052K 6TP247W,K 6TP248K 64039E 644703 64222 6985 64067 64071 64072 A 64073 A 64074 sA 764009 7SPRNG 62740 61014 71630 71631 7CASP 61624K Bawd By: Data Ravkicra: Rev xt By: Data: Rav7akna F.K. 11/13/06 B Rend by: DaF& kevrrrta,r F.K. 1/24106 A Drwo By. Dad: Chsutnd By- F.K. 9/1/05 J.J. ADD I.F. FRAM: I7EMS 47, 48, 49 AND 50. UPGRADE ITEM 21. ADD ITEM 92. CHG. DESCRIPTION ITEMS 7,9 & 13 NO CHANGE THIS SHEET Dab: 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS, EL 34274 ITEM 60 61 DWG.# 1635 SCREEN SPLINE -.135 DIA HARD SCREEN CLOTH DESCRIPTION PGT# 61816 63 64 67 68 69 70 80 81 82 83 84 85 86 87 88 89 90 91 92 61635K 505 GLAZING CHANNEL (.688 X.500) 1161 #6 X1.000 PH, BUGLE TEK GLAZING TAPE, 1/16 X 1/2 - 7/16 LAM 4051A SASH BOTTOM RAIL (HIGH SILL) 4050A FLANGE FRAME C31LL (HIGH SILL) SILICONE, DOW 899, 995 OR EQUIV. A GLASS 5/16" LAMI, (1 /8 "/{.090 PVB,1 /8'A) B. GLASS, 5/16" LAM, (1/8 "A.090 PLB,1 /8 "1HIS) C. GLASS, 5/16" LAM, (1/8 "HS,.090 PVB,1 /8 "HS) D. GLASS, 7/16" LAMI, (1/8 "A.090 PVL3,1 /8 "A) E. GLASS, 7/16" LAM, (1l8 "A,.090 PVB,1(8 "HS) F. GLASS, 7/16" LAMI, (1/8 "HS,.090 PVB,1 /8 "HS) 6533402 706X1 62 BV1510 64051 04050 G. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 5/16" LAM, (1/8 "A.090 PV6,1 /8 "A) H. GLASS, 13/16" LAM! IG;1 /8 "HS,AIR SPACE, 5/16" LAMI, (1 /8 "A.090 PVB,1 /8 "HS) I. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 5/16" LAM, (1 /8 "HS,.090 PVL3,1 /8 "HS) J. GLASS, 13/16" LAM IG; 1 /8 "HS, AIR SPACE, 7/16" LAM, (3/16"A.090 PV6,3 /16 "A) K. GLASS, 13/16" LAMI 1G; 1/8 "HS, AIR SPACE, 7116" LAM!, (3/16 "A.090 PVB,3 /16 "HS) L. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 7/16" LAMI, (3/16 "HS,.090 PVH,3 /16 "HS) M. GLASS, 13/16" LAMI IG;1 /8 "A, AIR SPACE, 5/16" LAMI, (1/8'A.090 PVB,1 /8 "A) FRAME, I.F. HEAD #4071A, 6063 -T6 2.908 -- .062 NOM THICKNESS 71 FRAME, I.F. HIGH SILL A (USED AS RADIUS.] OP HEAD) FRAME, I.F. LOW SILL #4072A, 6063-T6 2.71 .062 NOM THICKNESS FRAME, I.F. JAMB #4074B, 6063 -T6 #4073A, 6063 -T6 Visibly Better PRODUCT REVI/E01 comptyirrg with tge Fia46sb Braiding Code Accxii znct No d E pk dloa Date Isv Itigirr�.' `I)e'd4 L°rvdectlCetfl' 2.06 24// . -r ' PARTS LIST MAN ALUM. SINGLE HUNG WINDOW, IMPACT tic?oseModct Soda: Shoot LtsahrQ No. SH7Q0 NTS a w 11 4040-20 Robert L. Clark, P.E. PE #39712 Structural I 1,363s .062 FLANGE FRAME HEAD #4002A, 6063-T6 r-1.,749--4--. r-- .062 —= .062 2.710 FLANGE FRAME JAMB #4004, 6063 -T5 (USED AS RADIUS TOP HEAD) g FIXED MEETING RAIL #4054A, 6063HD -T6A, 3.446 2,946 FLANGE FRAME SILL (HIGH) #4050A, 6063 -T6 Revud By: Usk Raysd By. Bata: 2.830 C>) 2.330 2 784 --4=. j FLANGE FRAME SILL #40030, 6063 -T6 - x—.062 11.490 }� 1.4514] SASH STOP #4025, 6063-T5 SASH TOP RAIL #4006C, 6063HS -T6 .062 (LOW) 040 I t SASH STOP COVER #4053, 6063 -T5 or 47 I.F. FRAME — SEALANT ALONG ENTIRE JOINT I,F, FRAMEA 6 or 50 SEALANT OR GASKET AT HEAD AND SILL- WELD ALONG -SCREW BOSS (2) VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .050 I SASH BOTTOM RAIL(LOW) #4007, 6063-T5 2.638 68 SASH BOTTOM RAIL (HIGH) #4051 A, 6063 -T5 .062 I SASH SIDE RAIL. #4008, 6063 -T5 .050 L .678 1.096 GLAZING BEAD 7/16" #4222, 6063-T5 d 050 .678 1,115 --1 • t GLAZING BEAD, 7/16" #9850, 6063 -T5 (USED W/ GR {LL KIT) ReHaHrls: F.K. 11/13108 Rerxd By. bate F.F. 1/24/06 Dams My, Mae: F.K. 9/1105 Ra"m'm,s: UPDATE FRAME CORNER ASSEMBLY TO INCLUDE I,F. B AND UPGRADE ITEM21 ALLOY. Rte: A NO CHANGE THIS SHEET Chec dtty: date: J.J. 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 Visibly Better 1.096 ---L GLAZING BEAD, 5/16" #4039B, 6063 -T5 .678 .050- 1.096 --1 - -I @ GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) I .678 .683 .050 p I 1.097 GLAZING BEAD, 13/16" IG #4067, 6063 -T5 PRODUCT REVISED B5 cocnf+tyiug with Gtsrr`e 9Buidiatg ('c 4e Aeceptzure Ntt_, Expiration I.R1tt Mau Lisatt :ritktitt D EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT SeiaJModd: SH700 Sceece Half tmaat 7 of 11 rnm'na. 4040-20 4t . Robert L. Clack, P,E, PE #39712 Structural ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. SUBSTRATE: ANCHOR TYPE: �� ct WINDOW GLASS WIDTH TYPE C,D,E,F,G, H,I,J,K,L 19.125 - (U v 24.000 A,B,M C,D,E,F,G, H,I,J,K,L A,B,M 32.000 C,D,E,F,G, H,I,J,K,L A,B,M 28.603 0 O v 34.60 O CJ 0 `Z_ M Z O 0 O 0 U U z O U 1 '1 1 1 1 1 1 2 1 1 1 1 1 2 1.1 1 :2 1 1 1 1 1 1 1.2 1 1 1 1 1 2 111 1 2 1 1 1 1 1 1 1 2 1 1 1;2 1.2 1.2, 1'2 1 1 1 1 1. 1 1.2 1 1 1 2 1 2 1.2 12 1 1 1 1 1:222 1 22.2 ■ 37.000_ 40.000 C,D,E,F,G, H,I,J,K,L A,B,M PSF 1 1 2 1 1 1 2 1 22 1 2 1 '1 2 2 1 2 79 C,D,E,F,G, H,I,J,K,L A,B,M 44.000 PSF C,D,E,F,G, H,I,J,K,L A,B,M 2 212 2t2 2 1 2 2 1:2 M0 NO 1 2, 2 1 2.2 1 22 1 2.2 1 213 1 1 1 1 2,2 2 3 12 2:3 1 1 1 2 222.3 1.2 23 1 1 2 2223 23 2 2 2 2 2 3 2 2.2 2 2 2 2 2 2 2 2 2.2 2; 2 48.000 PSF C,D,E,F,G, H,I,J,K,L A,B,M 53.125 PSF C,D,E,F,G H,I,J,K,L A,B,M Raved By: Oafa Reved 8y. Dab: F.K. 11/13/08 Raved Ry: Dale: F.K. 1/24/08 Drawn By. F.K. Revtebr . 79 2 2 2 2 42 2 2 222/2 2 2 2 2:32223 2 2 2 2 3 2:2 2'3 ■ 2 2 3 2 2 2 3 2:2 79 2 2 Ti 2 22 2 2: 3 2 2 3 40.603 U U z z NO -O U 1 2 U 2 2 1 1 1 2 2 :2 1 1 1 2 2 2 1 1 1 1.22222 WINDOW HEIGHT 46.603 52.603 58.603 64.603 76.00 0 0 N O r- O z p a 0 0 NU iON0 0 O U U 1 1 1 1 222.222222;2 1 1 1 1 1 222,2222222. 1 1 1 1 1 2.2 2 2 22 2 2 2 2 1 2 2 1 2:2 2:2 O O 0 N z 0 U 1 1 1 222;222 1 1 1 222_,222 1 1 1 2;32.222 1 1 1 232.22;2 1 1 2'2 22 1 11111 ® 1 1 2 2 2 3 2 2 1 2 2:2 2 3 2 3 3 4 1 1 2 2 2 2 222.3 232:323 34 2 2 2 3 2 3 2 2 2 -3 2.. 3 223 ® 224 ®® 2 2 2 2 2 2,323 2.33:.3 2 4 2 3 3 1 3 3 2 1 2 2 1 2 2 1 2 3 1 1 2 2 1 2 2 1 2: 3 1 2;3 3 3 U N 0 U 1 2.2 2 2 1 2 2 1 2 2 312 1 1 1 3.33.43,2 2 2 1 3 3 3: 4 3 3 2 3:4 1 2 2 3 3 3 2 3 4 2 3 4 2 2 3 2 3 324 2 2 3.4'3 5 2 3 5 1 3 3 U z 0 0 1 2 2 1 2. 1 2;3 1 2:3 1 3.3 1 3 -3 co NO O oa� 0 N z O U 1 0 O U 2 3 2 2 3.3 1 1 2 2 3 3 2.3 1 3 3 1 3, 3 2 3 4 1 3 4 1 2 2 1 3 3 1 2'2 3 3 1 1 3 3 4.4 1 1 3 3 4 4 2 3 4 2 3 4 2 3 5 2 3.5 1 2 3 3 4 4 1 2 3 3 4 4 3 3 3 4 4 5 2 2 2 3:3 3 4 4.5 2 2 33 4 4 2E2 334;4 ®® 2 2 2 2 3'3'2423 33 2 2 2 2 232:23;32.4 3:3 2 4 324 223 ®® 2 2 2 2 2 2 2 3:4 2 3 3'3 3 :4 2 3 3:4 2.3 2 3.4 2 3 3 4 3 5 2 2 2 2 3:423343:5 2 2 2 2 3.3 3 4 4 5 2 3 4 4.5 2 2 2 3 5 3, 3 3: 4 2 2 2 3 5 3 3 3 4 3 f 5 3 3 5 2 3. 3 2 2 4 4 5 2 3 4 2 4 5 3. 3 2 3 3 2 3 4:5 4.6 2 3 4 5 4 6 324 2 3 4 2 5:5 2 5:5 2 2 2 3 2 ; 2 2 2 3 2 2.3 2 3.4 2 34 2 2.3 223 2 3,4 2 3,4 2 2 3 4 23 2 2 3 4 2 3 2 3:4 2 3 4 3 2 353;3 3 2 353;3 2 3 4 4 4 6 2 3 444;5 2 3:4 2 3. 3 3 3 4.5 4 6 2 3 4;5 4 6 2 34 2 3:4 3 5 6 3 4.5 8 Revisisor A EANCHORAGE TABLE AND _ •TES. ADD DP MAX. WHERE ANCHOR QTY IS RESTRICTED BY SIZE NO CHANGE THIS SHEET 7/29/05 cxuey J.J. Data: 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO S84 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18 1/2" MAX. FROM TOP CORNERS JAMI3S - 171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACE=NT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. A 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE KEY: MAX. PSF (DP LIMITED) 198 HEAD 2 JAMB ABOVE 2_13 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL PROD ti CT REVISED P.9 complying with tie Narita FYukliug Cod Acc ptoore No Expiration Date D ANCHORAGE SPACING, 1/9_ WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT /j9, Visibly Better sue: SH700 NTS Shevr 8 or 11 Dretabg Ho. 4040 -20 Robert L, Clark, P.E. PE #39712 Structural ANC H02 0,UANTITIES FOR CIANDARD VIEW AND RADIUS TOP FUV,IGUDI.I'Jii\IDOW;7; SUBSTRATE: TALL 6. 29.655 ANCHOR TYPE- WINDOW WIDTH 19.125 24.000 GLASS TYPE C,D,E,F,G, H,I,J,K,L A,B,M PSF 1 1 1 I C,D,E,F,G, A,B,M 37.155 0 01 0 0 z. 0 44.605 co 0 c.1 0 1 1 1 1 1 1122 2.1 2 2 2.2 '1 1 1 1 1 1 1 1.1 1 . 1 1 1 2:2 2 1 2 2 2: 2 70 32.000 PSF C,D,E,F,G, H,I,J,K,L 66 z 0 0 WINDOW HEIGHT 52.155 a 0 co 0 Z 0 1 1 2.1 22 1 2-1 2:2 1 22 0 MM 69.655 1 22 o o 67.155 Cr) 0 1 2.2 1 2,2 , 2: - 0 74.655 76.000 I 3 2 21°2 0 0 o Oc40 Z 010 c\v6-0 1 1 1 1 1 2:2 2:2 2.2 2!2. 2:2 2:2 1 1 1 1 1 1 2.2 2:2 2:2 32 2 2 3,2 32 1 1 22 3.2 1 • 1 1 1 1 77 1 1 1 1 22 1 1 2,2 212 1 1 '1 1 2 2 1.1 2.2 2:2 1 22 1 2:2 2 1 2 2:2 1 1 -1 1 2 2 2 2 2 2 - . 2 2 2 32 1 2,2 2 2 22 2:2 3.2 A,B,M 37.000 PSF C,D,E,F,G, 1 H,I,J,K,L iJ 1 A,B,M .01 PSF 54 C,D,E,F,G, H,I,J,K,L 40.000 A,B,M .2, 111 2 111 1 1 1 79 2 2 111 111 67 I 62 22 1 1 2.2 2 2 1 1 1 2 1 2:2 2:3 22 3:3 22 1- 1 1 1 2 1 2 2 2:3 2 2 22 3 : 3 2 2 3.3 2 3:3 3 2 2 3.3 1 32 79 1 3.2 2 2 1 2.2 1 32 1 3:2 111111EIVI MAIM 3.2 1 -3 2 4 3 1 43 1 1 3 2 3-2 1 1 32 3 2 II Effivep mnimmi4;3 2 111 2 111 2 212 2 2 2 79 212 2 212 1 22 1 22 2 22j2.3 1 22 ra 2 23 2 1 2 2 3 2 2 23 2 111 2 2 33 3 3 3 3 2 1 2 2 3 3 22 3 3 3 3 MN 2 3.3 2 1 2 3 3 3 2 3 3 2 1 2 2 II 2 4 3 3 2 4 3 4 4 4 3 2 1 2 2 1 2 4 3 3 2 4 3 4 4 3 2 4 3 2 22 2 22 2 2 2. 2 2 . 3 2 2 2 2 2.2 2.3 44.000 48.000 PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M 2 111 49 2 1k 2 -1-1171 79 2 II 2 11 79 2 2 212 2 2 2 2 -21-2 2 2 2 2 3.3 33 2 3 3 3'3 2 2:2 2 2,2 2 3:3 2 3,3 2 4.3 2 4,3 11 •®3 3 2 2 3 3 3 3 2 43 2 4:3 2 4.4 2 4.4 2 2 2 2 4 3 4 4 3 3 5 3 2 2 2 4 3 4.4 3- 3 2 53 tIM 2. 2.2 2 2 2 .2. 2 3 3 2 2 79 79 2 111 53.125 Revad By: We: PSF 41 C,D,E,F,G, H,I,J,K,L A,B,M 67 46 74 2 • 3 3 2 3;3 2 3.4 2 3 -4 2 4,4 2 33 2 2 4.4 3.3 2 4.3 2 43 22 4 2 4.4 4.3 2 2 2 4'4 3.3 4 . 3 2 4,4 2 43 2 4.4 2 4:3 2 4.4 5:4 2 5,4 MMtI3MtI M 222 111111111111111111 79 2 3.4 67 111 12,111 2 2 22 2 2 2 76 II 2 212 3 3[3 3 44 3 44 3 4 4 3 44 2 414 2 4.4 2 4,4 2 4 4 3 4.4 2 4;3 2 5.4 3 4.4 2 43 2 5.4 2 44 3 4 : 4 3 3 3 4:4 113 44 44 3 2 4.4 3 4;4 3 5'S 3 5 4 2 43 2 43 2 43 2 5.4 3 5.4 3 5:4 3 44 3 5'4 3 5:4 3 5:4 Rand By; F.K. Ross By: Drum By: F, K tkrta: 11/13108 Dos: 1/24108 Data: 7/2N35 Ralds`c,EVISE ANCHO G • " 4! 10 -riv • B ADD DP MAX WHERE ANCHOR an' IS RESTRICTED BY SIZE. ftriaJenc A J.J. Chadosti NO CHANGE THIS SHEET Dem: 2/23/07 10Th TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 130X isn Nommls, FL 34274 *--Visibly Better assalparr ANCHORAGE NOTES: -I. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3, INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE, TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW P RO DUCT REMILD 14 complying with (P....417Egralem linidi4g Code Acctpt=er No 67 ' Iratiaa Date 2 PV.: F.744430 MTG. RAIL ANCHORAGE SPACING, STANDARD VIEW 71drr ALUM. SINGLE HUNG WINDOW, IMPACT Serfosftdol: SK700 NTS 9 11 I 4040-20 Scea. EUncc Dum"ku Nu. Roy: Robert L. Vat, P.E. PE #39712 Structurial ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBSLCUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TAriL r 7. SUBSTRATE: ` ANCHOR TYPE: '-- WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 ' 28.211 _ 33.754 39.296 44.839 50.382 55.925 0 M ONO 1 1 1 v U 1 1 1 1 CONC -b N 2,3 WOOD NO 0 2 1 2 z O 0 2 1 n, 1 I N) 1 2,3 WOOD N N ' 2 CONC z - c O ONO 0 2 2 1 2 2 CONC z `-p 0 2 2,3 w WOOD I �i s 2 CONC 1 co -d ^� Iv CONC w w' 2,3 WOOD 2 1 CONC 1 CONC w -, w -•. 2,3 WOOD. 2 CONC w - w CONCI m i 0 np 5 3 2 CONC z `-O v 3 1 WINDOW WIDTH GLASS TYPE D'KLJ' D,E,F,J, K,L 19.125 24.000 32.000 D,E,F,J, K,L 1 1 1 1 1 i 1 2 1 2 I 2 .. 3 1 2 1 2 3 3 1 3 1 3 1 3 1 ?_ 1 3 1 4 I 3 1 1 4 4 1 3 1 4 1 5 37.000 PSF D•K,L J, 2 79 2 2 2 1 1 1 2 2 3 2 3 3 3 4 2 2 3 2 2 32.000 2 40..000 PSF 2 79 79 3 79 2 79 2 3 3 2 D,E,F,J, KL 2 1 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 2 5 4 2 4 2 5 2 5 2 4 2 6 44.000 PSF 79 3 76 79 3 3 1 77 79 40.000 79 1 2 79 74 2 [ 2 0 E,F,J, 2 2 2 2 2 7_ 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 4 2 3 2 5 2 4 2 3 2 5 2 5 2 4 2 5 2 I 2 5 4 2 6 48.000 PSF 78 79 70 79 79 71r 79 63 2 73 72 2 76 2 F3 D,E,F,J, 2 I_ 2 2 2 2 2 2 3 2 3 3 4 ?_ 4 2 4 2 5 2 4 2 5 3 5 2 4 2 6 3 5 2 4 2 2 3 6 2 5 2 6 53.125 PSF 71 79 63 71 79 64 74 66 77 69 69 D,E,F,J, 2 2 2 2 2 2 3 2 3 2 3 3 4 2 4 3 4 3 5 3 5 3 6 2 5 3 6 3 6 2 5 3 7 3 2 6 5 3 7 ANCHOR QUANTITIES SUBSTRATE: AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.776 15,776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. o m O (.4 o 2 CONC 0 r z 0 0 2,3 WOOD 0 z O 0 0 r z O 0 0 c•) O N U 0 z 0 0 0 z O 0 0 M U r. 0 U z N 0 0 1 Iii CONC 0 o) U '0 0 z " O 0 0 z O 0 r. M O c\ Q $ 2 CONC 1 CONC 0 Ci O (4 0 - O 0 z - O 0 c O N 2 CONC z - 0 0 WINDOW WIDTH 19.125 24.000 1 2 Q 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 2 3 4 2 3 4 2 3 37.000 2 79 T 3 J 3 3 3 3 4 3 3 4 3 4 1 2 2 2 2 3 2 3 3. 3 3 1 2 1 3 2 �1 3 3T3'J 3 40.000 1 2 74 2 [ 2 2 2 2 3 2 1 3 3 4J 3 j 4 .4.-1- J I 4 44.000 2- -P 1 68 2 78 2 3 2 I 3 3 1 3 3 4 3 3 4J 4 5 3 4 5 3 1-4 2 1 2 3 J 48.000 2 2 2 63 2 2 72 2 79 3 2 F3 4 1-373 4 L3 ( 4 4 . 3J 4 5( 3( 4 5 3 4 53.125 73 58 66 72 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 5 3 5 3 5 Revad 9y: ANCHORAGE NOTES: 1. ANC!- {OR TYPES: 1 - 114" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - 412 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING A DIMENSIONS: HEAD -18 1/2" MAX. FROM CORNERS JAMBS -17 1 /2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING PAL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM A VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW A4. WINDOWS ARE 12 5/8" MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: eA SIZE BLOCKS OF THE ADJACENT TABLE WI T H A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX. PSF (DP LIMITFD) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 4 A TABLE 8. KEY: MAX PSF (DP LIMITED) 992 JAMB BELOW 2 MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 2 Date: Rek Roved 8r Date: F.K 11/13/06 Rovkc6nx REVISE ANCHORAGE TABLE AND NOTES. B ADD DP MAX. WHERE ANCHOR QTY IS RESTRICTED BY SIZE. Revsd By: Dater F.K. 1/24!06 A NO CHANGE THIS SHEET Draw? Br Date: F.K. 7/29!05 a J.J. Dck: 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 4529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE SPACING, CUSTOM VIEW t-ch• ALUM. SINGLE HUNG WINDOW, IMPACT Swtnaasooa: SH700 NTS araKfnp Ab. 4040-20 PRODUCTR6,Vi a9 corn lag wide age Kntd�g Code nnr��.:flv'Na r t 2 .d� s 'tom 1- ..1 +'�, Z Dd) rt L. Clark, P.E. PE #39712 Structural q Is 3.35 KSL MIN. CONCRETE a• EXTERIOR INTERIOR (ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR (SEE NOTE 1 & 3) 2x WOOD BUCK _ A(SEE NOTE 4) " .4 1 3/8" MIN., 1/4" TAPCON,� * : •1•.3/4" MIN., 1/4" CRETE -FLEX 1.. 04 OPTIONAL 1x WOOD BUCK - (SEE NOTE 4) Rama By: 1/4" MAX. SHIM Dab,: Raved Gy. pats: F.K. 11/13/06 Rend 9y. Date: F.K. 1/24/08 Drawi By: D,, F.K. 9/1/05 1/4" MAX. 1 SHIM 4 WOOD ANCHOR (SEE NOTE 2 & 3)n DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE P 1/4" MAX.- - SHIM A 1 3/8" MIN. 1/4" MAX. SHIM CONCRETE ANCHOR; FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)A 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU '.; 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE __..�_ - r 1/4" MAX. --0- SHIM IlfitiSAlfteJ�JJ' A NOTES: ES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" TI LICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE . OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 412 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS, 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING a� RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4) ,131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. Ravishes: 1/4" MAX. SHIM DETAIL F, (HEAD) WOOD FRAME .131" DIA. MIN. x 2 112" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE A INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL G, (SILL) 1/4" MAX. SHIM WOOD FRAME ReMalme: B Rama A 'ehedaks er' J.J. ADD INTEGRAL FIN ANCHORAGE UPDATE& REORDER NOTES. ADD NOTES 7. UPDATE CONCRETE EMBEDMENT DIM. ADD NOTE 6 RE FLAT HEAD ANCHORS. Dore: 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 Visibly Better D,s,✓yforc ANCHORAGE DETAILS Boa: ALUM. SINGLE HUNG WINDOW, IMPACT saroki: SH7VO Scala NTS Shot 11 x'17 4040-20 Ray: PRODUCT REVS tga dean ,, va :a CgM DUAlta Ihrklittg Q Arreget::nca r Ezl lr, tvoa Q redact Co-t Robe L. Clark, P.E. PE #39712 Structural GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 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 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE'OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE Olt SAFLEXIKEEPSAF E MAXI; aJ "1 PVB .i ERL AYES G. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3 /111" ca'NFAI ED (MIN.) (`I A34 F116" CR 9/3,' AIR cn,at 711C" i.,'..3 .- . .090 DUPONT BUTACITE OR SAFLEX/KE_r'SAFE MAXIMUM PVB INTERLAYER. tivl CH / H. 13/16" LAM! IG: (1) LITE OF 1/8" 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 OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3 /8" AIR SPACE AND 5116" LAM! CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAM! IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAM! CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" 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 AN .090 DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TMLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. R. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL A8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,- CURf'tENT.EQLTIONIING(..11RING THE HIGH VELOCITY /8\ HURRICANE ZONE (HVHZ). Revsd By. Dale: F K. 4/15/07 Revisions: Revsd By: F.K. Revsd By: F.K. Drawn By: F.K. Data: 10./17/06 C ADD FTC -5330 TO NOTES 7 & CHG. NOTE 8 TO CURRENT EDIT. Revisions: B CHANGE TO ASTM E 1300 -02 Date: 5/13/06 Revisions: A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. Date: 2/28/06 Checked By. J.J. Dale: 3/23/06 1070 TECFB4OLOGY DRIVE NOKONVS, FL 34275 P.O 7.0X 1529 NOKOMIS, FL 34274 GENERAL NOTES''' `` .. Visibly Better roe: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Senrs2fel =1 srla. Sheet Draring Na. ,4ev HR710 NTS I a/ 11 4127 -10 C NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 D5S.C`; ?r,_SS:.' RE; 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8 -11 PRODUCT REVISED crn i ing with the Florida EI .: a• Code Ac.: •%acc No C)7 c .S,oq E ;pircrion Date ® o / // Miani Divi on Robert L. Clap, F.E. PE 1139712 Structural 1/2" NOM. GLASS BITE (6o61,6 2) - - I /J" ANNEAL JJ Ui4 1 li_A I . I REidv I rli_NLD i�LAS:; .090 SOLUTIA OR DUPONT PVB INTERLAYER - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 6/16" LAMINATED GLASS 1/2" NOM. GLASS BITE I- 6 3,64,65 Re cad By: Date: F.K. 4/15/07 Reesd By. Date: F.K. 10/17/06 Re vsd By Data F.K. 5/13/06 Drawn By :: Dale: F.K. 2/28/06 1/2" NOM. GLASS BITE f @6,67,68,69,70,71 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" AN NEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS WI 5/16" LAMI EXTERIOR INTERIOR I* (ALL SECTIONS) ANNL :ALLL) U, Z H&j' I S I 1- .ti:NG1 Hi_NED GLASS -- .090 SOLUTIA OR DUPONT PVB INTERLAYER I–o– 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS 1/2" NOM. GLASS BITE 72,73,74,75,76,77 — 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI lG GLASS W/ 7/16" LAMI Revisions: C Revisions: B NO CHANGE THIS SHEET NO CHANGE THIS SHEET Revlsbns: A ADD AIR SPACE DIM. TO LAMI 1G DETAILS Checked By Date: J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKO:v1IS, FL 34275 P.O. DOX 1529 NOKOMIS, FL 34274 DesMylie, GLAZING DETAILS Rue. •- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Risibly Better Sanas Wdel: HR710 Scale: Full Steel a 11 D,ew,m No. 4127 -10 Rev: C PRODUCT REVISED as crimp, jing with the-Florida I7t:i!diag Cole Accep :sa:re Expiration Date By Mian Div' ton Dade Product ontr Rofert L. Clark, P.E. PE #39712 Structural TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH TYPE 26" 38 3/8" 48" WINDOW HEIGHT 84" A,B,G,H 96" A,B,G,H 106 3/8" A,B,G,H A !1[]11 111" UP TO 111" UP TO 111" A,B,G,H A,B,G,H C, I D, E, F, J, K, L +60.0 +60.0 +60.0 +60.0 +60.0 36" -60.0 +60.0 -60.0 +60.0 10.0 +60.0 -60.0 +60.0 -60.0 +60.0 ] -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50 5/8" -60.0 +60.0 -60, 0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 -60.0 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 54" +60.0 -60.0 +60.0 -60.0 60" +60.0 -60.0 63" +60.0 -60.0 +58.8 -58.8 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 +60.0 +60.0 -60.0 -60.0 -59.5 +55.2 +54.6 +53.6 -55.2 -54.6 -53,6 +56.2 -56.2 +52.3 -52.3 +51.7 -51.7 +50.9 -50.9 +60.0 -60.0 +75.0 -75.0 I TABLE 2. XOX (1/3,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) GLASS TYPE WINDOW WIDTH TO 86 7/16" TO 86 7/16" A,B,C, G, H, I D,E,F, J,K,L WINDOW HEIGHT ALL HEIGHTS UP TGL 63" +60.0 +75.0 -60.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMAI. LER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 60" A,B,G,H 66" 72" 74" UP TO 74" A,B,G,H +75.0 A,B,G,H +75.0 A, B G H +75.0 C,D,E,F, I,J,K, L -75.0 -75.0 -75.0 -75.0 +75.0 +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 -75.0 38 3/8" +75.0 50 5/8" -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 +75.0 -75.0 +75.0 +75.0 -75.0 +75.0 -75.0 -75.0 -75.0 +75.0 60" l� 63" -75.0 +75.0 -75.0 +75.0 -75.0 -75.0 +74.2 -74.2 +70.2 -70.2 -75.0 +69.6 - 69.6 +65.2 -65.2 75.0 +68.1 -68.1 +63.8 -63.8 +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX & XO) AND FTL -5330 A. 5/16" LAM! - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAM! - (1/8" HS, .090,1/8" HS) D. 7/16" LAM! - (3/16" A, .090, 3/16" A) E. 7/16" LAM! - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) ®97 ;15/07 Re By: Dramsy F.K. Dafe: 10/17/06 Date: 5/13/06 Date: 2/28/06 Revisions: C Revisions: ReyB ns: A Cheekod By J.J. G. 13/16" LAMI 10-1/8" OR 3/16 "A, 5/16" H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" I. 13/16" LAMI 1G -1/8" OR 3/16 "A, 5/16" J. 13/16" LAM! IG -1/8" OR 3/16 "A, 3/16" K. 13/16" LAM! 10-1/8" OR 3/16 "A, 3/16" L. 13/16" LAMI 10-1/8" OR 3/16 "A, 3/16" ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300 -02 DPs REVISE DP TABLES TO ASTM E 1300 -02 ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. Da :e: 3/23/06 1070 TEChNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 30X 1529 NOKOMIS, FL. 34274 OR 3/8" AIR SPACE, 5/16" LAM! - (1/8 "A, .090,1/8 "A) OR 3/8" AIR SPACE, 5/16" LAM! - (1/8 "A, .090,1 /8 "HS) OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) OR 1/4" SPACE, 7/16" LAM! - (3/16 "A, .090, 3/16 "A) OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3 /16 "HS) OR 1/4" SPACE, 7/16" LAM! - (3/16 "HS, .090, 3/16 "HS) DESIGN PRESSURES Mir ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Swiss/Ueda! Scab: Sheet: rhaahng No. R. . HR710 NTS 3 v. 11 4127 -10 C Visibly Better a :. with the Florida Accc,.toa: e No o7-081.5.0? Ex iration Date -p/ By Mi Dade Product Div' ion Robert L. Clark, P.E. PE #39712 Structural 27 3/8" MAX. DLO VENT 54 5/16" MAX. DLO FIXED n 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16" MAX. DLO FIXED A 57 3/8" MAX. DLO ALL FIXED LITES 33 9/16" MAX. DLO VENT f 63" MAX. FLANGE FRAME ALL 56" CONFIG. MAX. A DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. C 73" MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO Raved By. Date: F.K. 4/15/07 Raved By: Date: F.K. 10/17/06 Raved By. Date: F.K. 5/13/06 Drawn By. Date: F.K. 2/28/06 Revisions: C ADD INTEGRAL F/N FRAME MAX. DIMENSION ANS` D COfZNER CONSTRUCTION DETAIL FROM SHT. 6. Revisions: B NO CHANGE THIS SHEET Revisions: A Checked By J.J. NO CHANGE THIS SHEET Date: 3/23/06 A 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 27 3/8" 27 3/8" MAX. DLO MAX. DLO VENT FIXED 85 7/16" MAX. WIDTH I.F. FRAME 86 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D A (FRAME CORNER CONSTRUCTION) ELEVATIONS r REVISED ;with the Florida E:e ' '.r.ce Ho e7% -08 5, pq E; • .UIOttDate 2 £ Zo(/ / By Miain I ad Divi. on ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Drawiry No. 4127 -10 obert L. Clark, P.E. PE #39712 Structural EXTERIOR MAX. HEIGHT FLANGE FRAME A MAX. FIXED DLO i MAX. VENT DLO INTERIOR MAX VENT DLO EXTERIOR MAX. FIXED DLO - - -�- MAX. WIDTH (FLANGE FRAME) SECTION B -13 c (HORIZONTAL_ SECTION XOX SHOW' tn71T t nr IC` INTERIOR — MAX. FIXED DLO MAX. VENT DLO 1— EXTERIOR - MAX. WIDTH (I.F. FRAME) SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIFRAME) 0 1 gialfil Fibtul•t641 0 EXTERIOR Revsd By. F.K. Revsd By F.K. Revsd By. F.K. D,een By: F.K. SECTION C -C A VERTICAL SECTION, FLANGE FRAME) Date: Revisions: 4/15/07 C ADD INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS. Date: Revsions: 10/17/06 B NO CHANGE THIS SHEET Date: Revisions: 5/13/06 A NO CHANGE THIS SHEET INTERIOR SILL (VERTICAL SECTION, I.F. FRAME)A, Dale: 2/28/06 Chockod8y. J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better HEAD (VERTICAL SECTION, I.F. FRAME)A Descnption. SECTIONS Tr. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Senes/Ma'et Scale: lka.uug No HR710 Half 5 a 11 4127 -10 I RC P O tY"T.REVISED a G.:`.•j with the Florida Acc.,,,'r itce No QZ .Q 8(S, 0 Ex•'iraticnDatc 12 Zf 2001 By IF4iarit ♦ ade Pro. net Cortr Dil't; GSi Robert L. Clark, P.E. PE ?i39712 Structural DWG# 4102 REV A FLANGE FRAME HEAD D CRIPTION MAT' L 2 3 4 6 7 8 10 12 13 14 15 16 17 19 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T6 AL 6063 -T5 AL 4053 4136 4137 4131 712.98 #8X3 /4 PH. PAN HEAD SASH STOP COVER (SASH STOP) FLANGE FRAME Sill 6063 -T5 AL 1626 4002 SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD A FLANGE FRAME JAMB 4134 1155 4110 4054 GASKET FOR MAINFRAME SILL JOINT #8 X 1.000 QUAD PN. SMS G SCREEN ADAPTOR PGT# 612237 612244 7834AA - 6063 -T6AL 64136 6063-T6 AL 64137 6063 -T6AL 64131 - POLYPROP. 71298 7PAD1626 6063 -T6 AL 612225 74134W/K 781 PQA 6063 =T5 AL 64110G B FIXED MEE CING RA IL 4066 W STP.,.187 X .230, FIN SEAL 60631 -ID -T6 A 21 4105 SASH TOP & BOTTOM RAIL 22 1683 23 225 -1 24 226 WSTP.,.250 X .270 BACK, FIN SEAL ROLLER HOUSING &. GUIDE BRASS ROLLER WHEELS 6063 -T5 AL 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE 32 4006 D 33 35 1235 1096 SASH MEETING RAIL W STP.,.170 X .270 BACK, FIN SEAL SWEEP LATCH BRASS POLYPROP. 6063HS -T6 AL 64066G 612240 61683G 42112HD 7BRWHL2 44128N 36 1016 37 4126 38 1683 39 7070 40 41 4139 #8 X .625 PH. FL. SMS SASH SIDE RAIL WSTP.,.250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X .275 LIFT RAIL COVER CAP I.F. FRAME HEAD DIE -CAST 64006 67S 16G 71096 6063 -T5 AL 42 4140 43 4141 50 53 54 55 4222 56 985 4039 B I.F. FRAME SILL I.F. FRAME JAMB GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT VINYL GLAZING BEAD BULB (THICK) VINYL GLAZINGBEAD BULB (THIN) GLAZING BEAD - 5/ 16" 6063 -T6AL 6063-T6 AL 7858 64126 61683G 67070K 1 74078 "C" L OR R 6063-1'6 AL 64139 64140 64141 4044 B A GLA ZING BEAD - 5/16" W /GRILL KIT GLAZING BEAD - 7/16 6063 -T5 AL 6063 -1'5 AL 6TP247W,K 6TP248K 64039B 644703 59 60 61 4067 GLASS, C GLAZING BEAD - 7/16" W /GRILL KIT GLAZING BEAD - 13/16" 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL 64222 6985 64067 62 63 64 65 5/16" LAMI (1/8" A, .090 PVB, 1 /8" HS) 5/I6" LAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) Raved By: F.K. Revsd By: F.K. Revsd By. F.K. Drown By F.K. Date: 4/15/07 Dale: 10/17/06 Dale: 5/13/06 Date: 2/28/06 7/16" LA1\4I (3/16" HS, .090 PVB, 3/16" HS) Revisions: C Revisions: B Revisions. A Checked By A A A REVI DESCRIPTION ) - MAT °L PGT# 13/16" LAMI IG- 1/8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "A) 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8" HS) 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 13/16" LAMI IG- 3/16 "A, 5/16" AIRSPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8 "A)- 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/I6" LAMI (1/8 "A, .090 PVB, 1 /8 "HS) 13/16" LAMI IG- 3/16 "A, 5/16" AIRSPACE, 5/16" LA MI (1 /8 "HS, .090 PVB, 1 /8 "HS) 13/16" LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG- 1/8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 13/16" LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3 /16"HS) " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG- 3 /I6 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "FIS) 77 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" IA1\4I (3 /16 "HS, .090 PVB, 3 /16 "l-IS) 90 1014 SCREEN FRAME (HOR. & VER.) 1-3105 -H14 AL I ",- 1621; 0...i-dill:a CLIKI'4ERKE'i' W /RINGS POLYPROP. • 92 1631 SCREEN CORNER KEY W /OUT RINGS 93 1073 SCREEN SPRING 94 1624 1635 ITEM 66 67 68 69 70 71 72 73 74 75 76 DWG# GLASS, tl SCREEN SPLINE - .135 DIA. FOAM SCREEN SPLINE,' - .135 DIA. HARD SCREEN .062 1.988 -f (9.F. I FRAME JAMB A #4141,6063 -T6 2.784 i ADD ITEMS 41, 42 & 43 NO CHANGE THIS SHEET ADD SPACE DIMENSIONS ITEMS 66 THRU 77. Date: .-1 J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.G. BOX 1529 NOKOMIS, FL 34274 Visibly Better DescdpUon: PARTS LIST T 2.624 .710 OA I.F. FRAME HEAD #4139, 6063 -T6 2.710 -� 42 I.F. FRAME SILL A #4140,6063 -T6 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT S,'heht d,d: Scale: eet Wan w. ing MC. Ra .1-1R710 R710 NTS, Sh 6 er 71 4127 -10 C PRODUCT REVISED as complying with the Florida Building Code Accepta.:ce No 0 -O 8C57, Expiration Doc /2 z7 an I By Div on ado Product Co obe?t L. Clark, P.E. PE 1/39712 Structural 1.373 -°- -2.710 i 1.273 0 FLANGE FRAME HFAD #4102A, 6063 -T6 1 .490 - P- IM -.o62 (19 SASH STOP #4025, 6063-T5 .062 -1.340 0 SASH TOP & BOTTOM RAIL #4133, 6063-T5 1.183 I 050 " �� .678 1.096 -+ {J 54 GLAZING BEAD, 5/16" #40446, 6063 -T5 (USED W/ GRILL KIT) RevsdBR. Dale: F.K. 4/15/07 Roved By. Date: F.K. 10/17/06 RevsdBR Dale: F.K. 5/13/06 DoIM By Dote: F.K. 2128/06 Revisions: C NO CHANGE THIS SHEET Revisions: B NO CHANGE THIS SHEET Revisions: A NO CHANGE THIS SHEET O FLANGE FRAME SILL #4136, 6063-T6 OHORIZ. ROLLER TRACK #4131, 6063-T6 2.279 .062 1.081 32 SASH MTG. RAIL #4006D, 6063HS -T6 1.187 .050 4 .678 1.096 -1 . I f 55 GLAZING BEAD 7/16" #4222A, 6063 -T5 2.326 1.062= 0 FRAME SILL ADAPTER ��JJ #4137, 6063 -T6 1.187 1.403 Ci) FIXED MEETING RAIL #4054B, 6063RD -T6 .062 1- 1.291- --I 37 SASH SIDE RAIL #4126, 6063 -T5 1.349 050 .678 1.115 - ---'-. --0-1 1- 56 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) I_1.513 i 040 .738 Y 1.443 -� 1 O SASH STOP COVER #4053, 6063 -T5 .050 .678 1.363 13 FLANGE FRAME JAMB #4002A, 6063 -T6 53 GLAZING BEAD, 5/16" #40396, 6063 -V5 .683 .050 1.097 59 GLAZING BEAD, 13/16" #4067, 6063 -T5 Checked By. Dale: J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 Description: EXTRUSIONS Visibly Better ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sones•Atodek Seals SReo` &aning No HR710 Half 7 a 11 4127 -10 RC Yr ODUCr i2 vlsro as compiying with the Florida J3utidir:g Cede Acceptance No O Expiration Date By Miarn Divi ion Robert L. Clark, P.E. PE ;x30712 Structural 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 ZONES HEAD & SILL Q 1 +C2+1+C2 +1 2 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +-1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +02 +1402 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 1+- C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 1 +-C2+•2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +21-C2 +1 1 +C2+2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2+2 +C2 +1 ANCHOR QUANTITIES, XOX (114 - 112 -1/4) WINDOWS GLASS TYPES A,B,C,G,H,I ANCHOR TYPE & SUBSTRATE 2,3, WOOD ZONES GLASS TYPES D,E,F,J,K,E. TABLE 4 2, CONC 1, CONC 2,3, WOOD WINDOW SIZE W V H HEAD & SILL co 53.125x 38.375 48.000 50.625 1 +C2+1 +C2 +1 54.000 1+C2 +1 +C2 +1 60.000 1 +C2 +1 +C2 +1 63.000 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 106.375 x 38.375. 48.000 50.625 54.000 60.000 63.000 111.000 x 38.375 48.000 50.625 54.000 60.000 63.000 Revsd By Date: F.K. 4/15/07 Revsd By Dale: F.K. 10/17/06 Revsd By. Date: F.K. 5/13/06 Drawn By: Dale: F.K. 2/28/06 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 1 +C2 +-2+ -C2 +1 1 +C2 +2 +C2 +1 1 +- C2 +2 +02 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 2 1 +C2 +-3 +C2 +1 1 +C2 +3 +C2 +1 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 1 +C2 +3 +C2 +1 1 +C2 +3 +C2 +1 1 +C2 +3 +C2 +1 1403 +3 +C3 +1 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 Revisions: C Revisions: B Revisions: A Checked By J.J. a a a 1 +C2 +2 +C2 +1 ZONES ZONES HEAD & SILL HEAD & SILL to m 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1+ Cl. +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 141-9 +1,r2t1 1 +C2 +1 +C2 +1 1 +C2+ 1 +C2 +1 1 +C2 +1 +02 +1 a a 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2+C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +02 +1+C2+1 1 +C2 +1+ C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +0241 +C2 +1 1 +C2 +1 +C2 +1� 2, CONC 1, CONC ZONES ZONES HEAD & SILL I cl HEAD & SILL Q 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2�-1 +C2t-1 1 +C2 +1 +-C2 +1 © 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 7 1 +C2 +1 +C2 +1 3 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 2 1 +C2 +2 +C2 +1 to m Q 2 3 3 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 3 1+ C2 +1+ C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 ±1 3 1 +C2 +-2 +C2 +1 1 +C2 +2 +C2 +1 2 3 3 1 +C3 +2 +C3 +1 3 2 1 +C2 +2 +C2 +1 2 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +-C2 +1 1 +C2 +2 +C2 +1 1 +C3 +2 +C3--1 1 +C2 +2+02+1 1 +C2 +2 +02(1 1 +02 +1 +02 +1 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 2 11C2+2+024-1 1 +C2 +2 +-C2 +1 1 +02 +2 +-C2 +1 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +-1 3 1 +C2-�2 +C2F 1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 2 1 +C3 +2 +C3 +1 3 1+C3+2 C3+1 3 1 +C3 +2 +C3 +1 3 1 +C2 +3 +C2 +-1 2 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 2 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +-2+02 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2i- 1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C3 +2 +C3 +1 1 +C3 +2 +C3 +1 1 +C2 +3402 +1 1 +C2 +2 +C2 +1 3 1+C242+ C2+1 3 1 +C2 +2 +02 +1 1 +C2 +2- C2 +1 3 3 1+03+31 C3+1 1 +034-3 +C3 +1 3 3 1 +C2 +2+C2 +1 3 1 +C3 +3 +C3 +1 1+- C31-3 +C3 +1 1 +C3 +3 +C3 +1 1 +C4 i-3 +C4 +1 1 +C4 +3 +C4 +1 2 1 +C2 +3 +C2 +1 a 1+C3 +3 +C3 +1 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 1 +C4 +3 +C4 +1 3 1 +C3 +2 +C3 +1 1 +C3 +24 C3 +1 1+C2 +3 +C2 +1 2 1 +C3 +3 +03+1 3 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3+04 +1 3 1 +C2�-2 +C2 +1 3 1 +C3 +3 +C3 +-1 1 +C3 +3 +C3 +1 1 +C4 +3 +C4 +1 1 +C4 +3 +C4 +1 1 +C2 +3 +C2 +1 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +4 +C2 +1 2 1+C3+-4 +C3 +1 3 i UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ. REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Oats 3/23/06 1 +C3 +3 +C3 +1 3 1+C3+4-1C3+1 3 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 1 +C3 +3 +C3 +1 1 +C4 +3 +C4 +1 3 1 +04 +4 +C4 +1 3 3 1 +C5 +4 +C5 +1 3 1 +C2 +3 +C2 +1 1+C2+3+ C2+ 1 1+C3 +3 +C3 +1 2 1 +C2 +4 +C2 +1 2 3 1+C3 +4 +C3 +1 3 3 1 +C3 +4 +C3 +1 3 1 +C3 +3 +C3 +1 3 +C4 +4 +C4 +1 3 1 +C3+3 +C3 +1 3 +C4 +4 +C4 +1 3 1 +C4 +3 +C4 +1 3 +C5 +4 +C5 +1 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/85A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7116" LAMI - (3/16" A „090, 3/16" HS) F. 7/16" LAM( - (3/16" FIS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAM IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"1-18,.090, 3/16" HS) J. Y Y1, i�•�;',V Ar;t., OK QUM I I T TLS ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X O X I1 +C3 +4 +C3 +1 3 I w -.--ANCHOR QUANTITY PER JAMB fHEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1-25 3/4" max. MIN. 9" REF. f MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) - t -I - -t i-I 0 25 3/4" MAX. ---1 1/2" TYP. H-I 1--c --3" MIN. t- L- d- t - -t - -t i 1--t I I 9" REF. I X MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 0 X Visibly Better Desolgon: ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) rda: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SertesV ut State: Sheet Ora:vvg No HR710 NTS 8 e 71 4127 -10 Re, C pi,;�,ttu r .WISED es ; with the Florida No o' -0;1 .0 9 Expiration Date a ./..W 201/ i/ . • " c. By Mi Di'.' Dade Product Co on Robed L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES, XOX (1/3- 1/3 -1/3) WINDOWS GLASS TYPES A,B,G,H 2,3, WOOD 2, CONC ANCHOR TYPE> & SUBSTRATE GLASS TYPES C,D,E,F,I,J,K, L TABLE 5 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W. V H 48.000x 38.375 48.000 50.625 54.000 60.000 63.000 r.o HEAD & SILL HEAD & SILL 1 +C2 +1 +C2 +1 2 53.125 x 38.375 48.000 50.625 b4.UU0 60.000 63.000 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 66.000x 38.375 - 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +i 1 +C2 +1 +C2 +1 3 1+ C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 co m 1 +C2 +1 +C2 +1 12 1+C2+14 C2+1 3 m HEAD & SILL 2 HEAD & SILL m m HEAD & SILL m 2 HEAD & SILL 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2-1 1-C2 +1 3 1 +C2t1 +C2 +1 2 1 +C2 +I +C2 +1 2 3 1 +C2 +1 +C2 +1 3 3 3 3 3 2 1 +C2 +1 +C2 ±1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1+C2 .1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1+-C2 +1 3 1 +C2 +1 +C2 +1I3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2F1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 J 2 14-C2+14 C2+1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 m ¢ 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1+C2+ I+C2+1 1 +C2 +1 +C2 +1- 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +i 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1i C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 74.000 x 38.375 48.000 1 +C2 +1 +C2 +1 3 50.625 1 +C2 +1 +C2 +1 3 54.000 1 +C2 +1 +C2 +1 3 60.000 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 84.000X 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 60.000 1 +C2 + 1+C2 +1 3 1 +C2 +1 +C2 +1 63.000 1 +C3 +1 +C3 +1 3 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+ C2 +1 1a C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +i 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +14 -C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +I +C2 +1 3 1+C2+1+C2+1 3 1+-C2+ I +C2 +1 3 1 +C2 +i +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 2 1+C2+1+C2+1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02+1+C2+1 1 +C2 +1 +C2 +1 3 1 +C2 +14-C2;1 3 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C3+1 +C3 +1 3 1 +C3 +1 +C3:1 1 +C3 +1 +C3 +1 3 14C3+1 C3+1 1+C2+1+C2+1 2 1 +C2 +1 +C2+ 1 1 +C2 +1 +C2 +1 3 i +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 1 +C31-1+C3 +1 3 1 +C3 +i +C3 +1 1 +C3 +1 +C3 +1 3 1 +C3+1+C3 +1 3 2 3 3 3 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+-C2 +1 3 1 +C2 +1 +C2 +1 3 14 C2+ 1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 2 1 +C2 +1 +C2 +1 3 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +03 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1+ C3 +1 +C3 +1 3 14 C3 +1 +C3+1 3 1i C3 +1+C3 +1 3 1 +C3 +1 +C3 +1 2 1 +C2 +1 +C2+1 2 3 1 +C3 +1 +C3 +1 3 3 1 +C3 +1 +C3 +1 3 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 2 1 +C3 +1 +C3 +1 3 1+C3 1+C3+1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 1+C2+1+C2+1 2 1+C3+14C3+1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 1 +C4 +1 +C4 +1 4 3 3 3 2 3 1 +C2+1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +i 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 3 3 1 +C2:1 +C2 +1 2 3 1 +C2 +1 +C2 +1 3 3 1 +C2y1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 4 1 +C3 +1 +C3 +1 3 3 1 +C3+1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 86.437 x 38.375 48.000 50.625 54.000 60.000 63.000 Rcvsd By: F.K. Revsd By F.K. Revsd By: F.K. Drawn Oy: F.K. 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 Date: 4/15/07 Date: 10/17/06 Dale. 5/13/06 1 +C3 +1 +C3 +1 3 Re visions C Revisions: Revisions: A 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 Date: 2/28/06 Checked Ely J.J. UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. AD.) REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Deis: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS. FL 34274 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A„090, 1/8" A) B. 5/16" LAM! - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI.- (1/8" HS,.090,118" HS) 0. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16'' A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1/8" OR 3116" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAM! IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (1/8" A,.090, 1/8" A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) 3. WIN130',V. c. :C1;OR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X O X I1 +C3 +1 +C3 +1! 3 I ANCHOR QUANTITY PER JAMB fHEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) (3" MIN. O.C. ANCHOR SPACING) I 25 3/4" MAX. -«H H'---3" MIN. 25 3/4" MAX. 1 1 1/2" TYP. MIN. l c I o rt 11 1 X 9" REF. r MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS aeeegwn: ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) rme: ALUM. HORIZONTAL ROLLER WINDOW, IMPA Senes'sie t scats: Sheet •Oraw✓y NO. HR710 NTS 9 of 11 4127 -10 CT Rev: P7;O:CUCT REVISED as ca,.::::: ittt with the Florida Acct i :a::c: No 0 OBIS.o9 Ex-Cation Date 1 By Mi Div Dade Product on ion Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H 2,3, WOOD I 2, CONC ZONES ZONES U? ❑ co Q = 0 WINDOW SIZE W V H ❑ W co co 1, CONC ZONES GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC ZONES ZONES C,) W V7 1 UJ ¢ ❑ J W U) x08 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 ,6.000 50.625 54.000 1 +C2 +1 60.000 1 +C3 +1 63.000 1+C3+ 1 53.125 x 38.375 48.000 50.625 54.000 1 +03 +1 60.000 1 +03 +1 63.000 1 +C3 +1 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 3- 1 +C2 +1 3 1+C2 +1 2 1 +C2 +1 2 3 1 +02 +1 3 3 1 +C2 +1 3 3 1 +C2 +1 3 1+02 +1 3 1 +C3 +1 1 +C2 +1 3 1 +C2 +1 3 1 +03 +1 1 +02 +1 2 1,'02:'1 3 1 +C2 +1 2 1 +C2 +1 11.02 +1 3 1 +C2 +1 3 1 +C2 +1 3 3 1 +C2 +1 3 2 1 +C2+1 3 1 +02 +1 2 1 +C2 +1 1+C2+1 1 +C2 +1 U1 m 2 ZONES m 2 ❑ W U) 106 1+C2+1 3 11 +C2 +1 1 +02 +1 3 2 3 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +02 +11 2 I1 +C2 +1 2 1 +02 +1 3 1+C2+15 3 1 +02 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +02 +1 3 1+C3+ 1 3 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 3 1 +02 +1 3 1 +C3 +1 3 1+C3+ 1 3 1 +C2 +1 3 1+03+1 3 3 1 +C2 +1 3 1 +03 +1 3 1 +03 +1 3 1 +C2 +1 2 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 1 +C2 +1 1 +C2 +1 2 3 3 1 +C2 +1 1 +C341 1 +C3 +1 2 1 +02 +1 2 3 1 +C2 +1 3 3 1 +C2 +1 3 1+02 +1 1+C2+1 1 +C2 +1 1 +02 +1 3 2 1-1-03 +1 3 1 +02 +1 2 3 1 +03 +1 3 3 1 +C3 +1 3 3 1 +C2 +1 3 4 1 +C2 +1 3 1 +03 +1 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1+C3+1 3 3 1 +03 +1 4 1 +C2 +1 3 1 +03 +1 3 4 1 +C3 +1 3 1 +C4 +1 60,000 x 30.375 1 +C2 +1 3 48.000 1+02+1 3 50.625 1 +03 +1 3 54.000 1 +C3 +1 4 60.000 1 +C3 +1 4 63.000 1 +03 +1 66.000 x 38.375 2 +C2 +2 48.000 2+C2 ±2 50.625 2 +C3 +2 54.000 2 +03 +2 4 60.000 2 +C3 +2 4 63.000 1 +C3 +1 4 1 +02 +1 2+02 +2 3 1 +C3 +1 4 2 1 +C2 +1 1 +03 +1 3 1 +C2 +1 3 1 +04 +1 3 2 2 +02 +2 2 1 +C2 +1 3 2+03+2 3 1 +C2 +1 3 1 +02 +1 3 2 +03 +2 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +02 +1 3 24 C3 +2 3 1 +C3 +1 4 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 2 +04 +2 4 1 +C3 +1 4 1 +C3 +1 3 4 1 +C3 +1 3 3 1 +C2+1 2 4 1 +C2 +1 3 4 1 +C2 +1 3 2 +04 +2 4 1 +C3 +1 4 2 +02 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +C2 +2 4 2 +C3 +2 3 2 +C3 +2 4 1+03+1 3 1 +02 +1 2 1 +C2 +1 3 2 +C4 +2 4 2 +C4 +2 4 2 +C2 +2 3 2 +03+2 3 1 +C2 +1 3 2 +03 +2 3 1 +C2 +1 3 2 +C3+2 4 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 Revsd By Dale: F.K. 4/15/07 Revsd By: Dale: F.K. 10/17/06 Revsd By. Dafe: F.K. 5/13/06 Drawn By Date: F.K. 2/28/06 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 2 +C2 +2 3 2 +02 +2 2 2 +C2 +2 3 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 2 +C3 +2 4 2 +03 +2 3 2 +C4 +2 4 2 +C3 +2 4 2 +03 +2 4 1 +03 +1 3 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 5 2 +C3 +2 3 2+04+2 4 2 +C4 +2 4 2 +04 +2 5 Revisions: C Revisions: B Revisions: A Checked By J.J. CHG. TABLE # TO 6, & SELECT CT VALUES DUE TO ANCHOR CAP. ADJ REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Dale: 3/23/06 2 +03 +2 4 2 +04 +2 5 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1 /8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI 1G - 1/8" OR 3/16" A, 3116" OR 1/4" SPACE, 7/16" LAMI - L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (1/8" A,.090, 1/8" A) - (1/8" A,.090, 1 /8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) 3. '.'''NDOWANCHOR QLA ;'J I11IES ARE PLR AWAi✓c1' I TABLE AND EtASEL) ON IHE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: O X I2 +C3 +21 3 -4 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) H18 3/4" MAX. 1 1/2" TYP. I--a -3" MIN. t i d I 1 -=i I 1- 9" REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS. FL 34274 Bese4rron: ANCHORAGE SPACING, OX AND XO WINDOWS Visibly Better ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SedesCSsdet Scala: Sheet &awing No Rte. HR710 NTS l0 "t 11 4127 -10 C PRODUCT'_ VISED as cc ::a: ;'..,' •„i:1: Ill:: Florida Bviiut Con AC_cpta;kCC :o _0E515 Expieati ifl Date 20// By Mia . Dade Product on Div .,ion Robert L. Clark, P.E. PE #39712 Structural © MIN. 3.4 KSI CONCRETE lx WOOD BUCK, NOTE 3 CONCRETE ANCHOR, — ANCHOOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 !4" A SAX 1 3/8" MIN. \• 1 3/4" MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 NOTE 1 Q 1/4" J MAX. SHIM 1 3/8" MIN. WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM CONCRETE ANCHOR, —'"'� NOTE 1 I' 1/4" J MAX. SHIM V 2x WOOD BUCK, NOTE 3 lx WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS A CONCRETE ANCHOR, NOTE 1 ttYn. 1 3/4" EXTERIOR INTERIOR °• MIN. E.D (HEAD & SILL DETAILS A, B, C, D, & H) TYP. INTERIOR (JAMB DETAILS E, F& I) EXTERIOR 1 1/4" MIN. (1.5 KSI CMU) OR PER NOTE 1 A (3.4 KSI CONCRETE) NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. A 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PACE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1(2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. HE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. F THESE CR!TERL . T. t2 MET, TI IC nESPECTIVE DESIGN ERESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAYBE USED. 5. NOT LIMITED TO STEEL D SS MILAR MATERIALS SHALLt MEET THE REQUIREMENTS fOF FLORIDA BUILDING COODE, CURRENT TEDITION. MIN. 3.4 KSI CONCRETE A Revsd By Dale: F.K. 4/15/07 Revsd ©y Dale, F.K. 10/17/06 Rend By F.K. Dater 1/4" MAX. SHIM • NOTE 1 A Li o ST 1 3/4" MIN. Aa ED. TYP. /' \ DETAIL C A TYPICAL FLANGE FRAME SILL SECTIONS 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM SEE NAILING DETAIL H (HEAD)) NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. SEE 1 3/8" WIN. Qc NAILING 4 • a •• B • DETAIL D 5/13/06 Revisions: Revisions: 8 Revisions: A REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT ADD LF. FRAME. CHG. NOTE 5 TO FBC, "CURRENT EDITION" REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES ADD NOTE 5. Drawn By Dale: Checked By Date. F.K. 2/26/06 J. J. 3/23/06 1070 TECHNOLOGY DRIVE NOKCMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 SEE NAILING DETAIL G (SILL)A DETAIL I (JAMB) Q TYPICAL INTEGRAL FIN FRAME SECTIONS Visibly Fetter Dasc4paon: ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SenesModak Scala: Sneak (Drewry Na. IRer: HR710 Half 11 of 11 I( 4 127 -10 C e. c.. Pl�rida Ee' Da.. By Miam Divi DD • 0 1/ ado Product n Robert L. Clark, RE. PE #39712 Structural NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GI. ASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVP. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYEN OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLAsS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED CLASS WHICH IS COMPRISED OF (1) LITE. (IF 3/16" ANNEALED'GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN 090 INTERLAYER OF DUI ONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" UM! I.G. GLASS COMPFISED OIL (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE -SHEET 6, TABLE 2) 8 A. NEGATIVE DESIGN LOADS BASEL) ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED.ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST .9 ANCHORAGE 10 -12 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, rTL -3835 & FTL -3850 ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 ANSI /AF &PA NUS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL �tzj�sl� 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HUE:RICANE ZONE (HVHZ). Revs.' EV, Data: 1 RerJabru: Re' s° Y eta: Re.'r9k s: CHG. NOTE 2 TO REF. ASTM E 1300 -02 AND REVISE ANCHORAGE F.K. 4/4/07 11 NOTE 3. ADD REFERENCES TO NOTE d AND ADD NOTE 7. 6y. Date: ReriA-ass: F.K. 12./15/03 A REDUCE ANCHOR SPACING Drown ay: Date: Chan e Gy. Date: F.K. 7/14/03 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 NOTES & TABLE OF CONTENTS Visibly Better ALUMINUM PICTURE WINDOW, IMPACT s 1,4oe, sc.A,. Sawa PW -701 NTS I d •12 Dreatna 4259 -4 PRODUCT RENEWED complying with the Florida Roidtng Code Acceptnor No 112 • /o Esptrstlon Did; By lc,- ) 4,"t.k4 rMim�.1 rt Division ',EW)DUCT REVISE!) 9s complying with the Florida 1.rEag Code Ace;ptaactt'ta D7 —(- ;.O( 'ration DateFE`f3. L` 1 a9 ode Product Coat rwi ur<t Robert L. Clark, P.E. PE #39712 Structural 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Rd By: e7iT-7,cr 3.y: F.K. Revad By: F.K. Bram, Yy: F.K. Data: 7/16" LAMI GLASS NOMINAL .090 DUPONT. BUTACITE OR - SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED - GLASS OR 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3116" HEAT STRENGTHENED GLASS 11/16" NOM GLASS BITE R15 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) Revisdons, 1 1/16" LAM( GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT - STRENGTHENED GLASS OUTSIDE OR OR I 0 ti 11/-16" NOM GI ASS RITE 0-1 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) Date: 4/4/07 Doian 12/15/03 Romans: B Rovitdons: A NO CHANGE THIS SHEET NO CHANGE THIS SHEET Dsta: 7/14/03 Checked By: lade: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Descriptfox GLAZING DE7AILS Visib7y Better ALUMINUM PICTURE* WINDOW, IMPACT $oak, Shat PW-701 FULL 2 c 12 4259-4 PRODUCT RENEWED as conviying with the Florid BO ding Cade Areeptan re En-dm DateL_ZzL64g4,/ tt BY1C-ija_ Dhision k'RODUCT REVISED PS CO rtl plying wiii2 the Florida Balding Cc4ie AtceplAnre 07-04M.,Pt, Evination / Robed L Clark, P.E. PE 09712 Structural HEXAGON MAX. SIZE = 60" BETWEEN FLATS . OR MAX. AREA = 21.65 SQ. FT. FULL CIRCLE MAX. SIZE = 60" DIP,. OR MAX. AREA = 19.63 SQ. FT. FA N MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. EYEBROW MAX. SIZE: = 96" X 48" OR MAX. AREA 31.99 SQ. FT. 48" MAX. 96" MAX. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX, AREA = 25,22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. f 44 1/4" MAX. DLO NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. Rsysd By: Raved DT F.K. Rsysd By: F.K. Drawn By: F.K Dam: Dab: 4/4/07 Date: 12/15/03 Dam: 7/14/03 Ravkbru: 92 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. Revisions: B UPDATE ANCHORAGE NOTE A NO CHANGE THIS SHEET Checked By: Dale: i 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ARCH. - MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID -MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. Dash: FLANGED ELEVATIONS Visibly Better ALUMINUM PICTUR& WINDOW, IMPACT se,kr mwa: Scats: Snag. « Drawing Ab. PW-701 NTS 3 w 12 42594 R. PRODUCT RENEWED as complying with the Florida! Duitfing Code Acceptance No j— 1112j) Expirntioe lJste Z(i.9 20/q DM,lou PRODUCT REVISED CO complying with the Fioritln !)uitl nN Code Acreptarte No Evil-ellen Dote ana Robert L Clark, P.E. PE #39712 Structural HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SO.. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. FAN MAX, SIZE = 96" X 47" OR MAX. AREA ..: 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. OCTAGON MAX. SIZE '7_60" BETWEEN. FLATS OR MAX. AREA = 20.71 SC.). FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. F T. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. A 98 1/4" FRAME O.D. - - - - -- 96" MAX. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. A .50 1/4" FRAME O.D. 4.3,, MAX. t 45 1/4" MAX. Dl 0 NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. Rand By: i Date: Rasa By: Data: F.K. 4/4/07 Pond By. Date: F.K. 12/15/03 Drawn Br Date: F.K., 7/14/03 Rovia-Unvv: 93 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. Rersmu: B Revbtxis: A ADD FRAME O.D. DIMENSIONS AND UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET Chocked By Dote: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 INTEGRAL FIN ELEVATIONS Visibly Better ALUMINUM PICTURE WINDOW, IMPACT SataJ A :L. 51.st D,sn^nd ra PW-701 NTS 4 a 12 4259 -4 R PRODUCT RENEWED ss toaplyiug with Ene Florki3 Buidi"g Code A cceptence No e'2'- /112.10 ExpirattauDse* Mlaml.: Division PRODUCT RL`: lac:? .t complying with the i ti r':1g i3ttiding Code Ae ptattte No 0 ^. Q4-1f1 a 0�. asua mate :r.V7,,,LA,2669 ,/. dcrrestx1Contst11 Robert L Clark, P.E. PE #39712 Structural TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSION' ARE TIP -TO -TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 31161-IS). B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW "Y" DIMENSION WINDOW "X' DIM. GLASS TYPE A,B,C,D 28.500 49.000 +80.0 -80.0 AREA 9.70 SQ.FT. 54.500 A,B,C,D +80.01 -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 60.000 A,B,C,D-- , B, C, D +80.0 -80.0 +80.0 -80.0 11.88 SQ.FT. 14.17 SQ.FT. +80.0Tf -80.0 +80.0J -80.0 12.96 SQ.FT. 15.47 SQ. FT. - +80.0 -80.0 +80.0 -80.0 14.05 SQ.FT. 16.76 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 B,C,D +80.0 I -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. A +80.0 -80.0 [ +80.0 -80.0 B,C,D +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. A +80.0 -80.0 +80.0 -80.0 C J +80.0 -80.0 -I 80.0 -80.0 B,D 4 80.0 -80.0 +80.0 Fl L -3835 FTL -3835 FTL -3850 FTL -3850 34.000 39.500 45.000 +80.0 -80.0 +80.0 I- -80.0 +80.0 -80.0 11.67 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 L -80.0 14.93 SQ.FT. ..17.03 SQ.FT. +80.0 -80.0 +80.0 I -80.0 18.75 SQ.FT. 65.500 A, B, C, D AREA 71.000 A,B,C,D AREA 16.46 SQ.FT. +80.0 -80.0 0 +60.0 17.97SQ.FT.- +80.0 -80.0 19.48 SQ.FT. 46.500 +80.0 -80.0 . 0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 19.38 SQ.FT. -80.0 +80.0 -80.0 21.15 SQ. FT. +80.0 20.4 7 SQ.FT. -80.0 . 00 +80.0 22.1 9 SQ. FT. +80.0 r -80.0 -+-79.3 -79.3 48.000 +80.0 I -80.0 16.33 SQ.FT. +80.0 ;80.0 18.17 SQ.FT. +80.0 -80.0 20.00 SQ.FT. +80.0 J -80.0 21.83 SQ.FT. -80.0 +80.0 - -80.0 23.67 SQ.FT. -78.0 +76.8 -76.8 -80.0 +80.0 -80.0 25.50 SQ.FT. -73.1 +71.8 -71.8 -80.0 +80.0 -80.0 27.33 SQ.FT. +67.0 -67.0 +75.8 -75.8 22.93 SQ.FT. +78.0 +80 0 -80.0 +80.0 -80.0 +80.0 87.500 AREA A +80.0 17.32 SOFT. 80.0. 93.000 C +80.0 -80.0 +80.0 -80.0 B,D AREA 20.98 SOFT. 23.91 SQ.FT. 24.70 SQ.FT. +80.0 -00.0 +74.5 -74.5 +73.1 +80.0 -80.0 22.49 0.FT. -80.0 18.41 SQ.FT. . +80.0 -80.0 96.000 C +80.0 B,D +80.0 AREA NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. 20.66 SQ.FT. +80.0 -80.0 +74.0 +80.0 -80.0 +80.0 -80.0 . 0 +80.0 -80.0 +80.0 P -80.0 21.96 SQ.FT. 25.51_ SQ. FT. +80.0 -80.0 +78.0 +80.0 -80.0 +80.0 I -80.0 25.63 SO. FT. -78.0 +70.0 -80.0 +79.1 -80.0 +80.0 24.00 S Q. FT. -74.0 -80.0 +80.0 -80.0 19.00 SQ.FT. +80.0 -70.0 +80.0 26.43 SQ.FT. +68.4 -68.4 -79.1 -80.0 27.34 SQ.FT. +65.5 T -65.5 +74.0 +80.0 -80.0 480.0 -80.0 29.06 S.Q..FT. 30.03 SQ.1 T. +71.9 -71.9 463.0 -63.0 +61.5 -80.0 -1-80.0 -80.0 +71.2 -71.2 +69.5 -69.5 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 31.00 SQ.FT. -74.0 +77.3 -77.3 +80.0 -80.0 28.26 SQ.FT. +63.9 +72.2 4-80.0 -80.0 29.17 SQ.FT. -63.9 +62.4 -62.4 -72.2 26.33 SQ.FT. 30.00 SQ.FT. +70.5 -70.5 +80.0 -80.0 31.00 SQ.FT. +60.0 -60.0 +67.8 -67.8 +80.0 -80.0 Ror,,d By: Dew: Rosd By: Date: F.K. 44/07 Revsd By: Data. F.K. 12/15/03 Drawn By Data: F.K. 7/14/03 ReWlau: B Revisions: A UPDATE DESIGN PRESSURES PER ASTM E 1300 -07 AND NOTES. CLEAN UP TABLE 1 DESCRIPTION AND HEADINGS. CHANGE NOTE 1 ANCHORING WITH #12 SCREWS Checked By Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Damfp6or FLANGED UNIT DESIGN Pf.ESSURF-S ALUMINU seriezMcdol: PW- -701 Visibly Better PICTURE WINDOW, IMPACT Sa%e: S'roat aa..t c M7 NTS 5 or 12 4259 -4 PRODUCT RENEWED as complying v;ith the Florida Bolding Code A. .}epteoce No cis^ i l 12.1 i pint duo Dcie_-2 . J ;3y t 1714 Pit UOT REVISED taacaatpiylcgtrith the Flsri3h ."aiding Coca tbeceptance No 0 [bait Robert L. Clark, P.E. PE #39712 Structural TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW "Y" DIMENSION WINDOW "X' DIM. 49.000 GLASS TYPE A,B,C,D AREA 28.500 +80.0 • -80.0 9.70 SQ.F1. L 54.5001 A, B, C, D AREA 10.79 SQ.FT. 60.000 A,B,C,D 80.0 -80.0 AREA � 11.88 SQ.FT. 65.500 A, B, C, D +807080.0 AREA 12.96 SQ.FT 71.000 ,j A,B,C,D +80.0 -80.0 AREA 14.05 SQ.FT. 34.000 39.500 +80.0 - -80.0 +80.0 J -80.0 11.57 SQ.FT. 13.44 SQ.FT. +80.0 -80.0 12.87 SQ.FT. +80.0 a -80.0 14.95 SQ.FT. +80.0 -80.0 +80.0 ' 14.17 SQ.FT. -80.0 FTL -3835 FTL -3835 FTL -3850 FTL -3850 46.500 48.000 +80.0 -80.0 +80.0 80.0 +80.0 J -80.0 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. +80.0 -80.0 +80.0 L -80.0 +80.01 -80.0 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. • +80.0 -80.0 +80.0 -80.0 +80.0 , -80.0 18.75 SQ.FT. - 19.38 SQ.FT. 20.00 SQ.FT. +80.0 II -80.0 +80.0 20.47 S Q. FT. 16.46 SQ.FT. +80.0 80.0 +80.0 15.47 SQ.FT. 76.500 A -80.0 17.97 SQ.FT. +80.0 -80.0 +80.0 -80.0 19.48 SQ.FT. +80.0 + -80.0 +80.0 -80.0 +80.0 - 16.76 SQ.FT. B,C,D +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 82.000 A I +80.0 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 21.15 SQ.FT. 21.83 SQ.FT. -80.0 +80.0 -80.0 20.98 SQ.FT. +80.0 -80.0 22.19 SO. FT. +79.3 -79.3 -80.0 +60.0 22.93 SQ.FT. +78.0 -80.0 23.67 SQ.FT. -78.0 +76.8 -76.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 23.91 SQ.FT. 24.70 SQ.FT. -80.0 +80.0 -80.0 +80.0 .AREA 16.23 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 17.32 SQ.FT. 87.500 A C B,D AREA A +80.0 93.000 C +80.0 B,D AREA -80.0 +74.5 -74.5 +73.1 +80.0 -80.0 +80.0 25.63 SQ.FT. +70.0 -70.0 I +68.4 +79.1 -79.1 +77.3 -80.0 +80.0 -80.0 +80.0 -80.0 +$40 -80.0 22.49 SQ.FT. +78.0 -78.0 -80.0 p +80.0 -80.0 +80.0 19.38 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 20.66 SQ. FT. +80.0 80.0 -73.1 25.50 SQ.FT. +71.8 -71.8 -80.0 +80.0 26.48 SQ.FT. 24.00 SQ.FT. -68.4 -77.3 -80.0 27.33 SQ.FT. +67.0 -67.0 +75.8 -75.8 -80.0 +80.0 -80.0 27.34 SQ.FT. -80.0 +80.0 -180.0 -80.0 -80.0 +80.0 18.41 SQ.FT. -80.0 21.96 S +74.0 +80.0 +80.0 -74.0 -80.0 -80.0 +65.5 28.26 SQ.FT. -65.5 I +63.9 -63.9 29.17 SQ.FT. -62.4 +74.0 -74.0 +80.0 -80.0 nn nn +72.2 -72.2 +70.5 -70.5 +80.0 -80.0 +80.0 -80.0 . ., f 'Jt. .r I. NOTES: A 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR 10 THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. Res,', By. Dais Reviavne: 32.00 SQ.FT. evsd By: F.K. Revsd By. Drown By: F.K. Date: 4/4/07 Da W: 12/15/03 yea: 7/14/03 Rsvts rts: B Revisions: A L7,ecked By UPDATE DESIGN PRESSURES PER ASTM E 1300 -02 AND NOTES. CLEAN UP TABLE 2 DESCRIPTION AND HEADINGS. CHANGE NOTE 1 ANCHORING WITH #12 SCREWS Date 1070 TECHNOLOGY' DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Bccter INTEGRAL FIN UNIT DESIGN PRESSURES T1L4: ALUMINUM PICTURE' WINDOW, IMPACT S iie S.x.,r. Dra«:q 1v seios.U3xa: PV/ 701 NTS 6 w 12 4259 -4 PRODUCT RENEWED a.s complying with the Florida Ridding Code Acceptance 1 o 475.-1112. 10 Expiration Dzfej 7.0/ lid4A�� A��_ / I'4 IGI mot= Miami „ Die+th- PRODUCT REVAMD eompriyl E t7i f, 61 F17,71.01-t, Bolddag Cede 6attplrnt ptu ae = . iT f, 8p4 48 9 Etade Prutka t airel ora Robert L. Clark, P.E. PE #39712 Structural +80.0 -80.0 , , ., ,. +71.9 -71.9 c...,., +6320 olds I. -63.0 iU.U:, _SQ.F- +61.5 I. -61.5 31.00 +60.0 SQ.Fl. -60.0 96.000 A +80,0 -80.0 C B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 ! -80.0 +71.2 +80.0 -71.2 +69.5 +80.0 -69.5 -80.0 +67.8 +80.0 -67.8 +80.0 -80.0 +80.0 1 -80.0 -80.0 -80.0 AREAf 19.00 SQ.FT. 22.67 SQ.FT- 9R ''l Cr. Gr -)„ nn r.,, r--,- r . ., f 'Jt. .r I. NOTES: A 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR 10 THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. Res,', By. Dais Reviavne: 32.00 SQ.FT. evsd By: F.K. Revsd By. Drown By: F.K. Date: 4/4/07 Da W: 12/15/03 yea: 7/14/03 Rsvts rts: B Revisions: A L7,ecked By UPDATE DESIGN PRESSURES PER ASTM E 1300 -02 AND NOTES. CLEAN UP TABLE 2 DESCRIPTION AND HEADINGS. CHANGE NOTE 1 ANCHORING WITH #12 SCREWS Date 1070 TECHNOLOGY' DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Bccter INTEGRAL FIN UNIT DESIGN PRESSURES T1L4: ALUMINUM PICTURE' WINDOW, IMPACT S iie S.x.,r. Dra«:q 1v seios.U3xa: PV/ 701 NTS 6 w 12 4259 -4 PRODUCT RENEWED a.s complying with the Florida Ridding Code Acceptance 1 o 475.-1112. 10 Expiration Dzfej 7.0/ lid4A�� A��_ / I'4 IGI mot= Miami „ Die+th- PRODUCT REVAMD eompriyl E t7i f, 61 F17,71.01-t, Bolddag Cede 6attplrnt ptu ae = . iT f, 8p4 48 9 Etade Prutka t airel ora Robert L. Clark, P.E. PE #39712 Structural MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HOR1ZON7AL SECTION (FLANGE FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (FIANCE FRAME) liersd BY: MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASSY WELD (FLANGE FRAME) Al ONG ---(fD ENTIRE JOIN1 WELDED CORNER ASS'Y (FLANGE FRAME) Rekcions: 0 41101 MAX' DAYLIGHT OPENING 2.784" INSIDE VERTICAL SECTION (FLANGE FRAME) fietwi Ry: F.K. vscf Ety: F.K. Drawn sr F.K. Delo: 4/4/07 Date: 12/15/03 Rartslorts: fiensv,,su A NO CHANGE THIS SHEET NO CHANGE THIS SHEET Chge: 7/14/03 Checked Br Dat*: 1070 7ECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Dea.a*tat SECTIONS & CORNER ASS'Y, FLANGED Visibly Better Tkix ALUMINUM PICTURE WINDOW, IMPACT Sarks1.5.4ek Scab: Shoat Onmir* No. PW-701 HALF 7 a 12 4259-4 ROK PRODUCT RENEWED complying with the Florida Bolding Code Acceptance Na t1— 1112. I� Expiration Date74_ BY t (4ctitl__„_ DadeTrodliti Divixiou PRODUCT REVW_18 83 emptying sada tt.c.Fai-A Code Aceeptan-c2 Na 0 Exulristion Vat Vh1 a 100 fd / de Prodnizi Cnatrol r/ Robert L Clark, P.E. PE #39712 Structural -- 2.784" -w 2.784" OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH - HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASSN (INTEGRAL EGRAL F IN FRAME) WELD j ALONG ENTIRE JOINT KEYED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) NO CHANGE THIS SHEET Ra 4By. F.K. Draw, By: F.K. Oars: 12/15/03 Date: 7/14/03 NO CHANGE THIS SHEET Checked By Data: MAX. WINDOW HEIGHT MAX. DAYLIC: HT OPENING INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT sniasarm. c PIN- -701 ScaH.. &lest Ora oing . Visibly Better HALF 8 a 12 4259-4 PRODUCE' RENEWED as complying with the Florida Bolding Code Acceptance No_ (E 1710 Expiration Date ? / q 2ajy Ely I �rl, I `� Miami Dads F nit Oa. i Division PRODUCT REYts sa complying wittily Ic Ruiaaag Code Acceptance No Ex L1a9 UY •. reProBC a7 Robdrt L. Clark, P.E. PE #39712 Structural ITEM 4256A 4253 1155 10 11 12 13 14 PART # 64256 64253 781 PQX DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL .4255 4254 1224 4224 64255 64254 OTP247 SCHNEE- MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 15 17. 18 20 4262 64262 7/16 LAMI GLASS BEAD i 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT. BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.C. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE _ 3/16" FIEAT 22 STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED --.970 " -"{ .050" .975" ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 Revel By. Date: Rena gy: Mate: .062" --- -- 2.784" __1 L 2.500" — .077" ITE -M 1, INTEGRAL FIN FRAME MAT'L: 6063 -T5 DWG NO. 4256A . 1.875" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4254 .062" 2.784" ITEM 2, FLANGED FRAME MAT'L: 6063 -T5 DWG NO. 4253 F.K. 4/4/07 Rand By. Date: F.K. 12115/03 Drawn By Oats: F.K. 7/14/03 Rs kbns: B NO CHANGE THIS SHEET Revabrrs A Cbcckod Sy NO CHANGE THIS SHEET Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better EXTRUSION PROFILES & PARTS LIST idle: ALLIMINUM PICTURE WINDOW, IMPACT SOMMeoeot Scala: Sdmw` 17r27rvhy no. PIN-701 HALF 9 n 12 4259 -4 Ra PRObt:i ::t as taroptyiag t ith rice t<udda tiuidi. g Crate Arcepta ore No‘5 —( ja. Expiration Date it1q (f. By Mural rhttic.VrelEtctA tai~hloo PRODUCT REVISED r9 caulpiying will the Flurhuia Ratan Code Aceepinaca .SplrztIaa Pate rte" . • Fds�li /.._•�_1r Practiel Coarel Clark, P.E. PE 1139712 Structural .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. WOOD BUCK OR F=RAMING -� INTEGRAL FIN DETAIL A CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX. SHIM 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. LEMBEDMENT .. • ... r SEE NOTE 1 FOR • :a c • • EMBEDMENT A 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: A �Z��s \f 1. FOR CONCRETE APPLICATIONS I-N- i`.d -DAD' eo N , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1.3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. 2. FOR WOOD APPLICATIONS - — Ca`NTY, USE #12 OR #14 STEEL SCREWS (05) OR 1/4" SS4 CRETE -FLEX, 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM SI RUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. Revsd By: Date: Revisbna: T INTEGRAL FIN DETAIL B 1/4" MAX. SHIM 2x WOOD BUCK (SEE NOTE 3) WOOD ANCHOR. (SEE NOTE 2) 1 3/8" MIN. EMBEDMENT FLANGED DETAIL C CONCRETE ANCHOR (SEE NOTE 1) A _ .SEE NOTE 1 FOR • A EMBEDMENT • Y • tl 1/4" MAX. SHIM lx WOOD BUCK :: a a (SEE: NOTE 3) • 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU d Rered By: Dale: F.K. 4/4/07 Revad By. Dela: F.K 12/15/03 Oman By. Dale: F.K. 7/14/03 Revisions: B Revisions: A REVISE AND UPDATE ANCHORAGE PER CURRENT FBC CHANGE NOTE 1 AND FASTENER SPACING Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Dro ANCHORAGE - HEAD, SILL AND JAMBS Visibly Better rme: ALUMINUM PIC- TURE' WINDOW, IMPACT PW -701 NTS 10 a 12 4259 -4 Rar. 1/4" MAX. SHIM 2x WOOD BUCK (SEE NOTE 3) Y(iWi3i' :i n:i,Ytt:i_C} as complying vita the Fln., ida Bulling Code Acceptance Na dt -1 t (2.16 Expiration Date __2t,�cj By j Lanai Deck �. ' e1 � �� m Dh lon Pii'ADUCF kEIRSED s3a eomstYlag TAM the Ili Dm ldlag Cade Aeopptalacc No LiclentW..a Data :WM 009 T i •• 6 product Coatral 0.6 . L. Clark, P.E. PE #39712 Structural TABLE WIND. "X' DIM. 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE -WOOD SUBSTRATE O U w 15.0^ 20.0" 25.0" 28.5" ' 30.0" 34.0" Q � t > 1.,2., .1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1 2. 4. 12(y X 1' X Y X Y X Y X Y X Y X Y WINDOW "Y" DIMENSION 49.0" 54.5" ▪ N O.C. < N N. N O.C. Co O N N. 0 CX) N CD to C7 r O 00 CD 60.0" 65.5" O.C. O.C. M O N P-• N N co C7 0 <- 71.0" O.C. CD M N N 76,5 O.C. 82.0" O.C. 87.5" 0.0 93.0" O.C. 96.0 " O.C. C7 i] C•i N t. N N. CO Y ,4 c) (b CO CS) C •d 0 a 0 C7 N IO N CO CO N CO 03 C7 r CO N <- D CO [as., ) C3 - r N 0) N <- <- r N r C) Y Co Ca O r CO r CA Di (O V" CO V- CD Cb CD CO CO T. CO i N co iD < ID t-- r N r r- r- Y .C) r T- O" t- 39.5" 45.0" 1. 2. 1. 2. 4. X Cn N to Er) O N CO O CO Cn Y CD i C) C') O) CO C7 Cr) CD M 0) CO O) .C75 Y Y r • ° CO 0 Y 03 CO (O r r CD Y• N r CO .- try N Y° X CO C") N CO 10 O CO CO O Y X Y co M CA CO C*) N Ct? CYO c C) C') CT O CO CO M rN- O) X Y X Y X Y 1. X Y 46.5" 2. 4. X Y X Y 1. X Y 48.0" 2. 4. X Y X( Y m CD v- "- (C) Y CO ci C7 r CO N. O) OD ) ✓ -- N r r. c O CO CT 0) 0 CO nD (C. CO CO Cn r CO C)' O CC) r Cr) r- Co CA ('1 CD N CT) v- CO co C) (0 O CD C7 C) C)) CO CD M n O) CO •cY- Y CO tr) O 0D Cs) co co co N Y CO NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 3 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: N 0) N c <- CN CO 0.: N rY•- CO CC. r- N 'r N CO N Co - CD CO <- CO N N "Yr DIM. DIM. FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" FROM ANY CORNER. Raved By. Date: RBMabna: Daaviptbrr Rows/ r F.K. Reed By. Drawn By. F.K. Date: 4/4/07 Data: Dare: ReWbns: B Bensons: 7/14/03 Checked By NEW SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Date: P.O. BOX 1629 NOKOMIS, FL 34274 ANCHORAGE,. WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT Visibly Better stela: s,.r>ot NTS 11 " 12 �v nti 42,59 -3 ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4" ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5. 5/16" ELCO TAPCON- PRODUCT RENEWED as complying with the Florins Bolding Code ACvet,t"oce No / I Z.10 Expiration Datc ?_ i t 9 y -, i L Division`: Con PRODUCT REvitno t co plyfogr with Ore MC% Saban Cedez �.1?CtpiA2)ce I j I1. :.tton Date atl 2009 EgY Dudc Pradnct Control Div 06 Robert L. Clark, P.E. PE #39712 Structural TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE WIND. "X' DIM. 0 = W z a 15.0" 20.0' 3.,4.,5 25.0" 28.5" 30.0" WINDOW "Y" DIMENSION 34.0" 39.5" 45.0" 4.,5. 3. 4. 5. 3. 4. 46.5" 3. 4. Y X Y 49.0" O.C. 54.5" O.C. 60.0" O.C. 65.5" O.C. 71.0" O.C. 76.5" O.C.: 82.0" O.C. 87.5" I 0.0 Co CO N M X CO N 48 0" 48.0" 4. 5. X Y X Y • co co N co N ,r- N N N- V-- CO CD 0) u7 co 0 CO CO LC ) co 0) 0 V- " CA rb ▪ O N LO T- N N CO CO CO CO N. 0) CO Co _ N 1- r ¢- r 0 0 r- ✓ - co N 4• - U) C) N N N t CO (o Y J r- If) C• CO 0.1 N N CO to N .r- N 93.0" 96.0" C> Cv CO CD n`. CC) N ANCHOR TYPES: 1.. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4" ELCO TAPCON 4 1/4" ELCO SS4 CRETEFLEX 5. 5/16" ELCO TAPCON PRODUCT RCA:r;� eaemptyin1 witht; l'izt'hSa l Ktding Code Atreptanee Nom )e- I ` 12. I D N'sptnItina Date X 3 919 ` •Ds.4o'Prot Coat Dirifion PRODUCT REVISED rs eortipplog with the Fiarhda Du kiln Cadc Acceptance No dirat1on Date NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 2 1/8" 0.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: DIM. X" DIM. FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY.FIT W THIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" FROM ANY CORNER. Revd By: Date: Revlstona: Roved By. F.K. Paved ty Drawn 8y. F.K. Date: Revisiana: 4/4/07 B NEW SHEET Date: Date: 7/14/03 Cheated By Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Dexrytla• ANCHORAGE, CONCRETE SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT Se6es!4+cef t &ab: Sroet: DravAg ty, PW -701 NTS 12 d 12 4259 -3 Robe r't L. Clark, P.E PE x'39712 Structural ANCHORS DETAIL "B", "C" OR "D "AT,OD —I ENDS AND AT BOTTOM MULLIONS ANCHORS DETAIL A ANCHORS DETAIL. A v /1— �i—Y/2_ '1✓ - N1 ; -W2 H = -H1 +H2 21 WINDOWS MULLED IN /ONE ABOVE FOR DETERMINING M4X ALLOWABLE DESIGN PRESSURE SEE TABLES .ON PAGES 5, 6& 7 Ml) MAX OPENING = H OR [11+H2 MULL LENGTH = W OR W1-1-W2 M2) MAX OPENING W OR W14-W2 MULL LENGTH = H1 NOTES: 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7,) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE --- TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI /AF&PA NOS -2001 FOR WOOD CONSTRUCTION AIM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WIT/ -I THE REQUIRE - MENTS OF THE FLORIDA BUILDING CODE, 2.004 EDITION FOR THE HIGH VELOCITY HURRICANE- ZONE (HVHZ). • 6. WOOD BUCKS BY OTHERS MUST BE A`.Ci !O EL3 IOP r "Zt.'f TO TRANSFER LOADS A TO THE STRUCTURE. ANCHORS DETAIL "L.1", - "C" OR "0" AT BOTH ENDS AND AT BOTTOMS h2� M4) M4 7 il ft v /1— �i—Y/2_ '1✓ - N1 ; -W2 H = -H1 +H2 21 WINDOWS MULLED IN /ONE ABOVE FOR DETERMINING M4X ALLOWABLE DESIGN PRESSURE SEE TABLES .ON PAGES 5, 6& 7 Ml) MAX OPENING = H OR [11+H2 MULL LENGTH = W OR W1-1-W2 M2) MAX OPENING W OR W14-W2 MULL LENGTH = H1 NOTES: 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7,) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE --- TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI /AF&PA NOS -2001 FOR WOOD CONSTRUCTION AIM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WIT/ -I THE REQUIRE - MENTS OF THE FLORIDA BUILDING CODE, 2.004 EDITION FOR THE HIGH VELOCITY HURRICANE- ZONE (HVHZ). • 6. WOOD BUCKS BY OTHERS MUST BE A`.Ci !O EL3 IOP r "Zt.'f TO TRANSFER LOADS A TO THE STRUCTURE. ANCHORS DETAIL "L.1", - "C" OR "0" AT BOTH ENDS AND AT BOTTOMS h2� M4) *-4111----12 -W2 ----- y w1 W24-W3 H = f11 +H2 MULTIPLE WINDOWS MULLED /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING H OR Hi +H2 MULL LENGTH = W OR W 1 +W2 +W3 MAX OPENING = WI -I -W2 OR W2+W3 MULL LENGTH = N7 ANCHORS DETAIL "3', "C" Of? "0" BOTH ENDS ANCHORS DETAIL "B'; "C" OR "D" BOTH ENDS MULLIONS I'I MULLION W -= WI -1- 1412 �2) WINDO MuLLEO roG rHEF FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR WI •I- W2 MULL. LENGTH -= H TYPE. H = H1 -: -112 i) WINDOW MULLED 1N/ONE ABOVE" FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE. SEE TABLES ON PAGES 5, 6& 7 MAX OPENING = H OR H l +1-12 MULL LENGTH = W QUANTI7Y AND LOCATION, REFER TO SHEETS pattegure WiEvige en We* g 047 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS xat : Re»�orra: 530_/06 —A,DD NO!t 5 & 6 s e • DaZ : Ryrofst�Ra: F.K. 5/.5/06 C ADD TECH. Dm" Or: Rata: 1" HEAVY WALL , ELEVATIONS Title: 1070 OMIS, TECHNOLOGY 3' ALUMINUM 'SURE CUPPED MULLION PdOKO'�IS, ;1. 3t�275 Ssriaa44.4, t: Scaly: ,hart: Ora kt No. MULLS ^ IVTS 1 a 7 6221 obert L Mork, P. E. PE 139712 St,ucturot P.O. BOX 1529 NOKOMIS. FL 34274 M4 7 il t *-4111----12 -W2 ----- y w1 W24-W3 H = f11 +H2 MULTIPLE WINDOWS MULLED /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING H OR Hi +H2 MULL LENGTH = W OR W 1 +W2 +W3 MAX OPENING = WI -I -W2 OR W2+W3 MULL LENGTH = N7 ANCHORS DETAIL "3', "C" Of? "0" BOTH ENDS ANCHORS DETAIL "B'; "C" OR "D" BOTH ENDS MULLIONS I'I MULLION W -= WI -1- 1412 �2) WINDO MuLLEO roG rHEF FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR WI •I- W2 MULL. LENGTH -= H TYPE. H = H1 -: -112 i) WINDOW MULLED 1N/ONE ABOVE" FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE. SEE TABLES ON PAGES 5, 6& 7 MAX OPENING = H OR H l +1-12 MULL LENGTH = W QUANTI7Y AND LOCATION, REFER TO SHEETS pattegure WiEvige en We* g 047 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS xat : Re»�orra: 530_/06 —A,DD NO!t 5 & 6 s e • DaZ : Ryrofst�Ra: F.K. 5/.5/06 C ADD TECH. Dm" Or: Rata: 1" HEAVY WALL , ELEVATIONS Title: 1070 OMIS, TECHNOLOGY 3' ALUMINUM 'SURE CUPPED MULLION PdOKO'�IS, ;1. 3t�275 Ssriaa44.4, t: Scaly: ,hart: Ora kt No. MULLS ^ IVTS 1 a 7 6221 obert L Mork, P. E. PE 139712 St,ucturot P.O. BOX 1529 NOKOMIS. FL 34274 POT 1 x MULLION 2" OR 1 " MULL— " MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN POT 1 x MULLION -- WOOD BUCK FOR 1" MULL TYPICAL MULLION TO MULLION INSTALLATION, DETAIL "A" 2h(TYP) 1(TYP O 0 #12 F1 T SMS STAGGERED ON OPPOSITE SIDES POT 1x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 1" 7-PGT 1 x MULLION SEE NOTES 2 e.c 3 � (IN.— (n'P) 1j(TYP ANCHOR r EMBED. SEE NOTE 2 OR 4"–,- r WOOD BUCK REMOVED TO CONCRETE WOOD BUCK V @ 2L(TYP) ( P SEE NOTE 1 MIN. — #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 'VOTE'S; .512 _TYPICAL MULLION TO STRUCTURE WITH D BUCK. PErAIL "B" • • 1. FOR CONCRETE APPLICATIONS IN MIAMI –DADE COUNTY, USE ONLY MIAMI –DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR .1/4" SS4 CRETE –FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE • IS 2 1/2 ". MIN. EMBEDMENT: 7APCONS 1 1/4" CRETE- -FLEX 1 3/4" NOTE 1" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" 1 SS4 CRETE –FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEE IS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL- TO–CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP –TO– OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. POT 1 x MULLION - � -7 7" OR #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD SUCK REMOVE FROM L CONC. , DETAIL. "C" Z" OR 4" MIN i *TYP)1( 1T )-�a O SEE NOTE 1 .t:► X04 #12 FH SMS STAGGERED ON • OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 WOOD BUCK - MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL ivivWs2Li TO STRUCTURE WITH „KQQQ DUCK AND CONC., DETAIL „0" EIMAJCFMNSIVaal TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 3 Robert L Clark, P.E. PE 397 1 2 Structural 1070 TECHNOLOGY 0 'IVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 R Sy: ua : Rvri.:: 5/.� %6 p— MODIFY NOTES J & 5 F.K. .5,7.3/04 C AO* MEIEM DE7ii/LS ns7 3sy: Data: P.J.P. 4/28/00 C�sciptton: 1 HEAVY WALL, CLIP INSTALLATION DETAIL Rtia: ALUMINUM ° TUBE CLIPPED MULLION Sense /bfodek Scab: Shmet: Crewing No. MULLS NTS 2 or 7 6221 52 —21-- 1 " MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 3 1" MULL. CLIP W/TABS REMOVED (CLIP TO MULL). EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1 x MULL MULL SIZE A' 1 x2x3 /O 13/16 1 x 2 .5/4 x 3/8 1 15/16 1 x 2 3/4 x 21/32 [ 1 3/8 1 x 4 x 3/8 3 3/16 TWO 2J ANCHOR L / LOCATIONS gMINJ �A ONE (1) ANCHOR LOCATION OMIN.1YP.-1 1 45M4X. -MI -o- _THREE (3) ANCHOR FOUR )_ ANCHOR LOCATIONS LOCATIONS 0 TWO (2) ANCHOR LOCATION NOTES: 1 IMPORTANT: QUANI77Y OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE 'REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE PPPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FRL- -2902, 2903 AND 2975. (2)EQ. SP. (A- 3/4)/2 I — a v MIN. r- 0 THREE (3) ANCHOR LOCATIONS MIN. IYP. 14MAX. f 1 MAX. I MIN. t 1_ Q SIX 6 ANCHOR LOCATIONS MIN. TYP. (4)EQ. SP. (A_J /4)/4 I“IN ' TYP. 0 FIVE (3) ANCHOR LOCATIONS N EAWD PdaVgatfte TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS Ra+rod . Ost Ratdsxxea: F ! 5/3 %6 O —NO CHG THIS SHT 5%5/06 cLREDRAW, ADO OJAI. &NOTE CYA ten P.J.P. 4/221/29 twcrotwf: 1070 TECHNOLOGY OWE NOICO s. FL. 34273 .'A. 13OX 1529 NOKOMIS, FL 34274 1" HEAVY WALL, ANCHOR LOCATIONS ALUMINUM T SE CLIPPED MULLION $BPKtH�.=0�9t: MULLS NTS Si sat: rawin? No, 3 cr 7 622 I 1 1 8 lx HEAVY WALL MULLS MAT'L: 6063—T6 NOTE: 1. REFERENCE TEST REPORT I- 1L-2902, 2903 AND 2975 1 3 S mum= e_mcwzo Emetrag;esenta FtwizEl Wellzgi 0362 N.* 0.k, „ Aff tu Ale 70 BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1.srtarths 1070 TECHNOLOGY DRIVE. NOKOMIS, Fl. 34275 P.O. BOX 1529 NOKOMIS, El.. 34274 DascalptIon: 1" HEAVY WALL, MULLION PROFILES Titkt: ALUMINUM' TUBE CLIPPED MULLION 1X 4 a 7 C.-owing No. MULLS 6221 5 5 lAyvtal-ons: 2io/o6 O-NO CHO nits sii 5/06 C-NO CHG THIS SW' R oie: CHART 2. - 1x2.75x.375 TY. & 11`1P. I 0 P ENING WI WTI 11 NCHN ANC!, :OR NO , CO (2)7(E1) A.T2TA-(31A-(2)-A : (3) B (3) L3 TO (3) B (3) B ' 80 (3)W' (3) B (3) B 1-90 ' ' 100 (2) A (3) A ' (2) (3) B (3) B (3) B (3)A (4) B 110 (2) A (3) A (3) B (4) B 120"-- (2) A (3) B (3) A (4) B (2) A (3) B 30 (3) A (4) B 160 (2) A (3) B ' (3) A (4) B CUP TO . (2)A OPENING ' ( ) U (3) A (3) B co w x ,7 z.- X I-• (.9 z 111 ,-1 ,..1 ---1 1 .,.,„ CUP TO muu. A (3) B —4 170 (3)13, 17T) (3) B - 170 (3) B 170 (3) B 170 (3) B ' 170 (3) B (3) B 170 170 (3) B -176 - (3) B ' (3) B 170 - 1 70 (3) B 170 (3) 8 (3) B . '1-77r - 170 (3) B ' '170 (3) B 170 (3) B . 17C) (3) B ; 1 170 ()) F3 We (3) B 170 48 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 50.625 170 54 165 ' o '145 ' 170 170 152 161 11.7 12.7 170 170 1-3"-1 ,.; 116 170 140 170 165 126 153 116 101 107 136 121 100 170 134 146 119 100 93 170 134 142 118 98 93 170 141 134 118 170 141 116 170 141 134 118 170 141 93 92 '-- 92 92 92 92 92 1 63 131 66 113 131 113 112 97 112 97 99 85 99 9-0-1-9-0 35 7; 77 73-4- 72 84 80 ' 72 68 801 - 7 68 65 77 76- 65 64 76 64 : 76 76 , 63 7C.i e3 76 63 63 - 44-- --3:6- 32 : 72 86 86 73 73 65 65 58 58 54 54 50 50 48 48 46 4645 :38 35 31 33 45 :i-, 1 33 4: :7,6---- 32 ' ' 7 73 62 62 54 54 49 49 45 45 42 42 40 40 38 38 36 36 35 78 67 67 57 50 50 45 4 • 41 4 i 38 114 54 VO 43 5c1 j 43 e' 46 .40 40 32i3 261 17 i ...„...,,.„ i 35 23 :35 28 : 23 ' .4 26 21 - 32 30 3T1r.T.0.1y.,, _.4 n 24 22 22 - ; 2f 9 18 18 ' 1' - - -fl E...:::.L: .., - 0 .... 27 21 - 23 2 1 26 TO- 16 - :;,:4 19 15 f 24 ; 19 1 LLI 37 37 1 32 26 24-- FflTTT -- 9 38 108 25 _ 111 23 36 2-5 : 23 30 21 -1 19 30 T26 1 18 9 F1 7J 16 16 ; '15 1 15 - . _ - ..,..,.. - - CRT i. ANWOR CLIP TO OPENING CLIP TO MULL 42 rI 48 50.825 54 63 66 72 76 78 lx2x.376 ims 50 GO (2) A (2) (2.) A (2) 13 80 90 (2) A (2) A (2) A (2) B (2) B (2) (1) B (1) B 142 134 107 129 116 115 100 130 130 (2) A (2) B (1) B 130 (2) A (2) B (1) B 180 (2) A (2) B 130 130 99 80 62 41 44 38 29 26 32 27 24 110•1111111V age Vertical Mull Al ull Length 11.0peningA Width Horizontal Mull Opening Width Length- Multiple Mulled Units Mull Length 1 Opening Width NOTIS; 1. U4X1MUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY 7W0 ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL-2902, 290.3 AND 297.5 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4 ) OR 1/4" SS4 CRETE—FLEX, EMBED. (1 3/4 ) B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS / gob:art L Clark, P.E. PE 5972 6tructurrit L'Itfttlt.scavEr*Lfti..% Ca& it"243NE3grabta Weak= 1070 7TCHNOLOGY OWE. 1410KOW5, a 34275 P.O. EOX 1529 NOKOMIS, a 34274 R'ed F. 5730/06 tr:-NO SHT F.K. 15)7t,,,t/ /0 06 0 C-MARKED REICIONS Dron By: pjp 1 HEAVY WALL PRESSURE CHARTS 1 & 2 ALUMINUM *TUBE CLIPPED MULLION Serieilt:3dei: st gio; Drawing No. NTS 5 of 7 6221 MULLS Rev: x2.75x.650 i w . M.114.R.I.Iii,V,I.,147,ar,"0,,Car,,,•^YII.-9.010.• ne.....,.. eve. re-.. .. • ,....--.....r....x.,...e.a.*...a.,....e.,,,, .../.-.-...-awar:0 ....,,,_p EN i N G 7w1.,.....i ...11 INCHES ANCHOR-......„.., -...---- ...'.'......'2.-''' '''."."........... 'n''''....."...''... '.... ..... ".....'7 ....... - .'''''' '''..t. M....”'''..a.'"' r''''''''.'"' 50(4) B 60 (4) B 76(T-40) . B 3 74-6-1-4-7,5) 1 9A ...- 90(2) A 1" 10 120 105+1.1.7 sTia--- M6 I ( 3 (2 • CLIP TO OPENING CLIP TO ULL & 48 60.62 170 170 166 170 170 170 170 160 170 148 169 148 169 136 156 170 135 170 141 129 170 161 148 (2) A (4) 13 (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B 170 170 170 170 170 170 170 ° 776 7-16. 170 170 137 137 157 133 125 118 106 91 110 126 103 118 92 114 107 81 50 40 33 23 21 Vertical ltuH Horizontal Mun Width Moil Opening Length Wi th 1 Mull Length 113 01 107 92 105 87 .§-g- 86 , 97. 73 73 61 61 56 —56- 44 CO 103 83 95 - 85 88 93 80 82 73 60 58 58 47 88 91 80 80 _i3 124 100 91 137 123 108 51 40 40 30 36 32 :32 29 29 28 28 20 20 18 18 18 18 17 17 Multiple Mulled Units Mull Length Opening Width 42 40 25 25 23 23 20 20 18 18 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT rn.-2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE—FLEX, EMBED. (1 3/4') B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. Robert Oar*. RE. PE 839712 Structural 0,4., 41160111%, of. TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS EX ..057.-30/06 TIIIS SilT F.K. 515/06 Cal/IRA-0 REVISIONS Cr ovr, ey: Dote: P.J.P. 4Z28/00 ancrotiorn DU 1070 TECHNOLOGY DRWE IVOK!'W. .; FL 3/.',275 P.O. Dox T529 NOKOMIS. FL 34274 HEAVY WALL, PRESSURE CHART 3 Tide: ALUMINUM •TUBE CLIPPED MULLION Scoko: Nhaet • Drordop MULLS NTS 6 or 7 6221 How (2) A (3) A (4) B (6) 6 (5) P (5) 6 (2) A (4) B 42 48 60.625 60 63 66 72 7 78 84 90 96 108 111 14- (3) A (6) B (5) B 170 (2) A (3) A (4)B (6) B (5) B (5) 3 (2) A (4) B (5) B OPENING WIDTH IN INCHES (3) A (2) A (6) B (4) B (3)A, (6) (5) 8 ? (5) 13 (5) B (2) A (4) B 120 7 i3i1 160 (31A ;..(2)A 6) {3 (4) (3) A (2) A (3) A (2) A (6) B (4) B (6) B (4) B (5) 13 i (5) B (5) B (5) 6 (5) B (3) A (6)13 (5) B (2)/1 (4) B (3) A (6) B 170 170 170 170 170 170 170 170 154 170 144 .170 940 128 170 154 170 159 170 144 170 150 170 135 170 170 120 165 112 108 98 82 138 111 117 112 92 92 84 64 59 59 27 27 170 170 170 169 170 162 170 143 170 136 170 133 170 ` 126 170 12.5 170 117 166 116— .148 103 1336. i 95 116 92 106 X30 s 83 83 7A 67 6 7 102 126 99 116 92 74 170 170 170 170 170 170 170 170 170 176 170 170 170 170 170 158 170 157 131 170 127 170 117 169 116 112 156 108 150 10,6 98 127 ! 94 120 91 90 108: 86 102 83 87 99 33 93 80 77 77 73 73 62 62 58 58 50 50 47 f 47 44 44 42 :34 34 iL32 32 30 30 28 34 34 31 31 29 29 27 27 25 15 15 54 50 L 50 22 22 170 157 170 128 (50. (5) B 170 170 170 '; 170 170 170 170 170 170 170 170 170 170 170 170 170 157 170 170 170 127 170 17{3 106 115 E, 14105 144 105 144 115 89 1'12 88 11'1 98 81 95 79 93 99 78 87 75 84 69 69 66 62 62 2 52 48 38 25 Vertical Mull ,,,_,_Opening_ Width Horizontal Mull Mull Opening Length Width Mull . Length- 6lfiuitlp1 Mulled Units /dull Length Opening Width ralsozg vitt Ito MAID NOTE2 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING 11/IDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL-2902, 290.3 AND 2975 4. ANCHOR 7YPES: A, ELCO 1/4" TAPCONS, EMBED. (1 1/4') OR 1/4" SS4 CRETE—FLEX, EMBED. (1 .3/4'9 B. d1112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS L rt l.. Clan'•, P.E. PE pf34J12 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 9OX 1529 NOKOMIS, FL 34274 Oat : Rav4storts: 5 %JQ /o6 ► —NO C'.'.c TN /5917 5/5/O6 C-MARKED REVISIONS Drawn 17Y: Dato: P.J.P. 4 28 Dascriptkn: 1 " HEAVY WALL, PRESSURE CHART 4 rttg: ALUMINUM TUBE CLIPPED MULLION S4rSei/Atcstai• Scafa: Shat: MULLS NTS 7 a 7 6221